2-3113-02 Bid Set (8-6-26).pdf

PDF 6 MB Posted Aug 6, 2026

Attached to: Northern Tier Regional Library - Gazebo Project Contract No. 2026-01
Solicitation number: Not on record
Issued by: Allegheny County, Pennsylvania

About this file

Written by GovTribe AI · Aug 7, 2026

This bid set document contains the technical drawings and specifications for the Northern Tier Regional Library Gazebo Project (Contract No. 2026-01) in Allegheny County, Pennsylvania. The project includes construction of a new 30-foot diameter dodecagon gazebo with associated site improvements. The scope of work encompasses site drainage piping with a perforated HDPE pipe system and French drain, excavation, a concrete foundation and pad, gazebo structural framing constructed from pressure-treated Southern Yellow Pine with composite decking, electrical infrastructure including lighting fixtures and a control box, vinyl fencing with gates, a book drop structure, dumpster enclosure, and landscaping with ornamental plantings. The project involves coordination with multiple utility companies including Peoples Natural Gas Company LLC, Crown Castle, Armstrong, Duquesne Light Company, Consolidated Communications, Metropolitan Edison Company, Markwest Liberty Midstream and Resources, and Richland Township Water Authority. Contractors must notify all utilities through the Pennsylvania One Call System (1-800-242-1776) at least three working days prior to excavation. The expected project duration is ninety days, with sealed bids due electronically via PennBid by Thursday, August 27, 2026, at 1:00 P.M. local time.

The project documents specify detailed structural requirements including IBC 2021 governing code compliance, design loads accounting for 60 PSF ground snow load and 139 MPH basic wind speed, and concrete specifications calling for 3000 PSI minimum strength with reinforcing steel details. Electrical work requires NEC compliance and includes six LED 30-watt fixtures, a 120-volt ceiling fan with integrated light, duplex GFCI weatherproof receptacles, conduit and cable schedules, and grounding electrode systems. Pennsylvania Prevailing Wage Act compliance is required along with Title VI Civil Rights Act provisions, Department of Labor Equal Opportunity requirements, Executive Orders 11625 and 12138, Section 504 of the Rehabilitation Act, ADA compliance, and Allegheny County MBE/WBE Program goals of thirteen percent minority and two percent female business enterprise participation. The bidding documents are available at no cost through PennBid, with awarded bidders assessed a confirmation fee. All official notifications and addenda are provided exclusively through the PennBid portal.

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Drawing No.

Sheet No.

NOTE: IN ACCORDANCE WITH THE PENNSYLVANIA UNDERGROUND UTILITY LINE PROTECTION LAW, ACT 287 OF 1974 AS AMENDED BY ACT 50 OF 2017, THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCAVATION FOR FIELD LOCATION AND SIZE CONFORMATION. AT LEAST THREE (3) DAYS NOTIFICATION PRIOR TO THE ACTUAL START OF EXCAVATION IS REQUIRED. UTILITIES CAN BE NOTIFIED THROUGH THE PENNSYLVANIA ONE CALL SYSTEM, INC. BY CALLING 1-800-242-1776. THE PENNSYLVANIA ONE CALL DESIGN

SERIAL NUMBER FOR THIS PROJECT IS 20262101130-000.

ALLEGHENY COUNTY, PENNSYLVANIA

SCALE: 1" = 2000'

COMPANY: PEOPLES NATURAL GAS

COMPANY LLC

ADDRESS: 375 N SHORE DR

PITTSBURGH, PA. 15212

CONTACT: TODD COEN

EMAIL: todd.coen@peoples-gas.com

PHONE: 412-258-4415

COMPANY: CROWN CASTLE

ADDRESS: 1500 CORPORATE DR

CANONSBURG, PA. 15317

CONTACT: FIBER DIG TEAM PERSONNEL

EMAIL: fiber.dig@crowncastle.com

PHONE: 800-654-3110

COMPANY: ARMSTRONG

ADDRESS: 531 PERRY WAY

ZELIENOPLE, PA. 16063

CONTACT: OFFICE PERSONNEL

PHONE: 724-452-5695 EXT. 0

COMPANY: DUQUESNE LIGHT COMPANY

ADDRESS: 2645 NEW BEAVER AVE

PA-TD

PITTSBURGH, PA. 15233

CONTACT: KYLIE PARISON

EMAIL: kparison@duqlight.com

PHONE: 412-393-2927

COMPANY: RICHLAND TOWNSHIP

ALLEGHENY COUNTY

ADDRESS: 4019 DICKEY RD

GIBSONIA, PA. 15044

CONTACT: MICHAEL KUHN

EMAIL: mkuhn@richland.pa.us

PHONE: 724-444-3955

PROJECT LOCATION

No part of this document may be reproduced or transmitted in any form, by any means without written permission, except for brief excerpts in reviews or analysis.

COVER SHEET

SITE PIPING PLAN

SITE PLAN

DETAILS

G1 C1 C2

A1 A2 A3 of 14

Order No.

COMPANY: MARKWEST LIBERTY MIDSTREAM

AND RESOURCES

ADDRESS: 2 SABO RD

HICKORY, PA. 15340

CONTACT: RICH MOORE

EMAIL: mmoore@marathonpetroleum.com

PHONE: 724-579-0786

COMPANY: CONSOLIDATED COMMUNICATIONS

ADDRESS: 4008 GIBSONIA ROAD

GIBSONIA, PA. 15044

CONTACT: GABE WHITE

EMAIL: gabe.white@fidium.com

COMPANY: METROPOLITAN EDISON CO/

FIRST ENERGY

ADDRESS: 341 WHITE POND DR

AKRON, OH. 44320

CONTACT: MELLYSSA ADAMS

EMAIL: madams@firstenergycorp.com

PHONE: 330-252-4013

COMPANY: RICHLAND TOWNSHIP

ALLEGHENY COUNTY

ADDRESS: 4019 DICKEY RD

GIBSONIA, PA. 15044

CONTACT: SCOTT TRZECIAK

EMAIL: scott@richlandwaterauthority.com

PHONE: 724-443-9100

NORTHERN TIER REGIONAL LIBRARY

DESCRIPTIONDWG. NO.SHEET NO.

RELEASED FOR BID

AUGUST 2026

UTILITIES LIST

DRAWING LIST

LOCATION MAP

CONTRACT NO. 2026-01

GAZEBO PROJECT

3113-02

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE

AND 10 WORKING DAYS

IN DESIGN STAGE-STOP CALL

1-800-242-1776

ANIA ONE CALL SYSTEM

, INC

STOP -CALL BEFORE YOU D

SERIAL NUMBER

20262101130-000

DETAILSA4

DETAILSA5

DETAILSA6

STANDARD DETAILSDT1

E1 E2 E3

ELECTRICAL SITE PLAN

GAZEBO ELECTRICAL PLAN

CONDUIT & CABLE SCHEDULE AND ELECTRICAL DETAILS

5313 Campbells Run Road, Suite 100 Pittsburgh, PA 15205

Phone: 412.494.0510 Fax: 412.494.0426 info@klhengineers.com

KLH

ENGINEERS, INC

FRENCH DRAIN PLAN4 of 14 C3

AutoCAD SHX Text S:\Active Clients\3113 Northern Tier\3113-02 Gazebo Project\Dwg\G3113-02-001-G1.dwg 8/4/2026 1:30 PM Plotted By: Christopher Piasecky 8/4/2026 1:30 PM Plotted By: Christopher Piasecky8/4/2026 1:30 PM Plotted By: Christopher Piasecky Plotted By: Christopher PiaseckyChristopher Piasecky

12"W x 24"D SURFACE (EXPOSED)

FRENCH DRAIN (R2/R3 RIVER ROCK)

W/ 4" PERFORATED HDPE PIPE

GAZEBO PERIMETER

FRENCH DRAIN 4"

PERFORATED HDPE

4" H

NEW 4" HDPE SHALL TERMINATE

IN EXISTING STORM INLET.

TOP EL = 1169.4

INVERT EL = 1166.4

NOTE:

SEE DETAIL 2-001B FOR TRENCH

PIPE ZONE DETAIL ON STANDARD

DETAIL SD-2-001

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SITE PIPING PLAN

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GAZEBO PERIMETER

FRENCH DRAIN TIE IN

4" PERFORATED HDPE

SLOPE AT 1%

4" PERFORATED HDPE

SLOPE AT 1%

4" HDPE

SLOPE AT 1%

10' 0 10' 20'

SCALE: 1" = 10'

4" 45° WYE

FITTING

AutoCAD SHX Text Asphalt Surface

AutoCAD SHX Text Asphalt Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Book Return

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Asphalt Curb

AutoCAD SHX Text Grass

AutoCAD SHX Text Dumpster Pad

AutoCAD SHX Text HVAC Pad

AutoCAD SHX Text Conc.

AutoCAD SHX Text Landscape

AutoCAD SHX Text San Mh #xxxx Top=1175.42 8" Inv.El.=1169.41(In) 8" Inv.El.=1169.30(Out)

AutoCAD SHX Text Brushline

AutoCAD SHX Text

WL 1

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TP 2

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TP 3

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TP 1

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S:\Active Clients\3113 Northern Tier\3113-02 Gazebo Project\Dwg\C1 - 3113-02_Piping Site Plan (8-3-26).dwg 8/6/2026 7:04 AM Plotted By: Christopher Piasecky 8/6/2026 7:04 AM Plotted By: Christopher Piasecky8/6/2026 7:04 AM Plotted By: Christopher Piasecky Plotted By: Christopher PiaseckyChristopher Piasecky

PROVIDE 6'-0" LENGTH CONCRETE ADA RAMP

UP TO FLOOR SURFACE OF GAZEBO. ADA RAMP

SHALL HAVE ALUMINUM HANDRAILS W/ EDGE

PROTECTION PER STANDARD DETAIL SD-2-080

4'-0" WIDE CONCRETE SIDEWALK;

TOP OF SIDEWALK 2" ABOVE GRADE

4' SINGLE GATE

NEW LIBERTY VINYL FENCE,

6'-0" H x 6'-0" W PANELS.

PROVIDE SWING DOUBLE GATES

NEW BLACK 54" HIGH FENCE

IN A 2' BED OF RIVER ROCK

(14) KARL FOERESTER

ORNAMENTAL GRASS

1' BED OF RIVER ROCK

(INSIDE OF FENCE)

NEW 30'-0" DIAMETER GAZEBO ON CONCRETE PAD;

TOP OF CONCRETE PAD SHALL BE 2" ABOVE GRADE.

SEE ADDITIONAL DRAWINGS FOR GAZEBO DETAILS

6' DOUBLE GATE

1' BED OF RIVER ROCK

(10) CONE FLOWERS

1' BED OF RIVER ROCK

(10) AUTUMN JOY SEDUM FLOWERS

(10) HYSSOP FLOWERS

(6) GREEN MNT. BOXWOOD

NEW 710-ACM

BOOK DROP

NEW BLACK 54" HIGH FENCE

IN A 2' BED OF RIVER ROCK

NEW BLACK 54" HIGH FENCE

IN A 2' BED OF RIVER ROCK

1' BED OF RIVER ROCK

(INSIDE OF FENCE)

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SITE PLAN

5' 0 5' 10'

SCALE: 1" = 5'

AutoCAD SHX Text Existing Tree

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AutoCAD SHX Text Library

AutoCAD SHX Text Concrete Pad

AutoCAD SHX Text Asphalt Curb

AutoCAD SHX Text Asphalt Surface

AutoCAD SHX Text Concrete Curb

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AutoCAD SHX Text Existing Spruce

AutoCAD SHX Text Wetlands

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\Active Clients\3113 Northern Tier\3113-02 Gazebo Project\Dwg\C2 - 3113-02_Site Plan (8-3-26).dwg 8/6/2026 7:09 AM Plotted By: Christopher Piasecky 8/6/2026 7:09 AM Plotted By: Christopher Piasecky8/6/2026 7:09 AM Plotted By: Christopher Piasecky Plotted By: Christopher PiaseckyChristopher Piasecky

GAZEBO PERIMETER FRENCH

DRAIN 4" PERFORATED HDPE

GAZEBO PERIMETER

FRENCH DRAIN TIE IN

4" HDPE TO STORM DRAIN INLET

12" W x 24" D SURFACE (EXPOSED)

FRENCH DRAIN (R2/R3 RIVER ROCK)

WITH 4" PERFORATED HDPE PIPE

4" PERFORATED HDPE

SLOPE AT 1%

4" PERFORATED HDPE

SLOPE AT 1%

4" 45° WYE FITTING

13'-3"

N C

H D

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FRENCH DRAIN PLAN

5' 0 5' 10'

SCALE: 1" = 5'

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S:\Active Clients\3113 Northern Tier\3113-02 Gazebo Project\Dwg\C3 - 3113-02_French Drain Plan (8-3-26).dwg 8/5/2026 12:52 PM Plotted By: Christopher Piasecky 8/5/2026 12:52 PM Plotted By: Christopher Piasecky8/5/2026 12:52 PM Plotted By: Christopher Piasecky Plotted By: Christopher PiaseckyChristopher Piasecky

PRE-FABRICATED

CUPOLA

DETAIL B-B/5

2 x 8 COMPRESSION RING

(2) 2 x 6 RAFTERS, FASTENED TOGETHER W/ (3) 38" Ø BOLTS

1 x 6 T&G DECKING

ASPHALT SHINGLES

2 x 10 TOP PLATE, FLAT

DETAIL D-D/7

2 X 6 FASCIA

LOWER COMPRESSION RING

(2 x 2 AND 2 x 8 ON INSIDE, 2 x 10 ON OUTSIDE)

1 x 6 #1 SYP T&G DECKING

(2) 2 x 10 TOP PLATE, FLAT

2 x 8 FASCIA

DETAIL A-A/5

(2) 2 x 8 RAFTERS, FASTENED TOGETHER W/ (3) 38" Ø BOLTS

5 x 5 POST

2 x 6 TOP RAIL

2 x 6 BOTTOM RAIL

DETAIL C-C/6

2 x 6 SKIRT BOARD

(2) 2 x 6 FLOOR JOIST

2 x 6 DECKING

5.75

3' -7

-6

'-5

'-3

9' -0

3' -0

3/ 4"

29'-1 1/2"

5.75

ALTERNATIVE ROOFING:

THE 1X6 T AND G #1 SYP DECKING & ASPHALT SHINGLES

MAY BE REPLACED BY 1X4 PURLINS@ 8" O/C & 24" LONG

CEDAR SHAKES IN AREAS OF UP TO 60 PSF GROUND

SNOW LOAD AND 120 MPH WIND (WIND SPEED SUBJECT

TO LOCAL JURISDICTION APPROVAL).

DESIGN REQUIREMENTS

1. GOVERNING CODE:

INCLUDING, NOT LIMITED TO: IBC 2021

2. DEAD LOADS:

A. ROOF 5 PSF + WEIGHT OF FRAMING

B. FLOOR 10 PSF

C. OTHER N/A PSF

3. LIVE LOADS:

A. ROOF (SEE ALSO NOTE #4) 50.4 PSF

B. FLOOR 100 PSF

C. OTHER N/A PSF

SNOW LOADS:

A. GROUND SNOW (PG) 60 PSF

B. FLAT ROOF SNOW (PF) 50.4 PSF

C. SNOW EXPOSURE FACTOR (CE) 1.0

D. SNOW LOAD IMPORTANCE FACTOR (I) 1.0

E. UNBALANCED SNOW

I. WINDWARD ROOF 0 PSF

II. LEEWARD ROOF 60 PSF

5. WIND LOAD

A. BASIC WIND SPEED (V) 139 MPH

B. WIND LOAD IMPORTANCE FACTOR (I) 1.0

C. WIND EXPOSURE CATEGORY C

D. ENCLOSURE CATEGORY OPEN

E. COMPONENTS AND CLADDING: +72 PSF/-95 PSF

6. EARTHQUAKE DESIGN DATA:

(ANALYSIS BASED ON EQUIV. LATERAL FORCE PROCEDURE)

A. SPECTRAL RESPONSE ACCELERATION

AT 1 SEC, S = 0.22

B. SPECTRAL RESPONSE ACCELERATION

AT SHORT PERIODS, S = 0.34

C. OCCUPANCY IMPORTANCE FACTOR, I 1.0

D. SITE CLASS D

E. SEISMIC DESIGN CATEGORY D

F. BASIC STRUCTURAL SYSTEM

CANTILEVERED COLUMN: TIMBER FRAME

G. RESPONSE MODIFICATION FACTOR (R) 1.5

H. DEFLECTION AMPLIFICATION FACTOR (CD) 1.5

WOOD

1. GENERAL REQUIREMENTS

A. STRUCTURAL WOOD MEMBERS AND CONNECTIONS SHALL BE OF SUFFICIENT SIZE

OR CAPACITY TO CARRY ALL DESIGN LOADS WITHOUT EXCEEDING THE ALLOWABLE DESIGN

VALUES SPECIFIED IN "THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"

(NDS), AND ITS "SUPPLEMENT" BY THE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA).

B. WOOD MEMBERS USED FOR LOAD SUPPORTING PURPOSES SHALL HAVE THE GRADE MARK OF

A LUMBER GRADING AGENCY CERTIFIED BY THE AMERICAN LUMBER STANDARDS COMMITTEE.

2. DIMENSION LUMBER

A. ALL LUMBER SPECIES, GRADED VISUALLY OR MECHANICALLY, SHALL COMPLY WITH THE NDS

BY AF&PA, AND THE "AMERICAN SOFTWOOD LUMBER STANDARD" (PS 20) BY THE U.S.

DEPARTMENT OF COMMERCE.

B. THE MINIMUM GRADE AND SPECIES FOR POSTS, BEAMS, HEADERS, AND OTHER PRIMARY

STRUCTURAL MEMBERS SHALL BE DENSE SELECT STRUCTURAL SOUTHERN PINE, UNLESS

SPECIFIED OTHERWISE.

C. LUMBER USED FOR SECONDARY FRAMING SHALL BE #1 SOUTHERN YELLOW PINE (SYP)

OR BETTER.

D. STRUCTURAL GLUED LAMINATED TIMBER SHALL CONFORM WITH THE "AMERICAN NATIONAL

STANDARD SPECIFICATION FOR STRUCTURAL GLUED LAMINATED TIMBER ANSIIAITC 117.

E. MECHANICALLY LAMINATED COLUMNS SHALL CONFORM WITH ANSIIASAE EP 559.

3. PRESSURE PRESERVATIVE TREATMENT (PPT)

A. PRESSURE TREATMENT TO BE PERFORMED ACCORDING TO THE AMERICAN WOOD

PROTECTION ASSOC. (AWPA) STANDARDS FOR USE CATEGORY 3B (ABOVE GROUND EXPOSED).

B. PRESSURE TREATED MEMBERS SHALL HAVE THE INSPECTION MARK OF AN AGENCY

ACCREDITED BY THE AMERICAN LUMBER STANDARDS COMMITTEE.

C. PRESERVATIVE: AMMONIA COPPER QUATERNARY (ACQ) OR COPPER BORON AZOLE (CBA)

D. TREAT INDICATED ITEMS AND THE FOLLOWING:

1. WOOD MEMBERS EXPOSED TO WEATHER OR INSECT INFESTATION.

2. WOOD MEMBERS IN DIRECT CONTACT WITH EARTH OR CONCRETE.

3. WOOD MEMBERS EXPOSED TO HIGH MOISTURE CONTENT (>19% FOR DIMENSION LUMBER,

>16% FOR GLUED LAMINATED TIMBER).

4. WOOD MEMBERS LESS THAN 12 INCHES ABOVE GRADE.

E. FIELD TREAT NEWLY EXPOSED WOOD WHERE CUTTING, DRILLING OR NOTCHING PRESSURE

TREATED LUMBER.

F. ALL BOLTS USED IN DOUBLE RAFTERS SHALL BE STAINLESS STEEL OR HOT-DIPPED

GALVANIZED AS PER ASTM A 153. ALL OTHER METAL FASTENERS USED IN TREATED WOOD

SHALL BE STAINLESS STEEL, HOT-DIP GALVANIZED AS PER ASTM A 153, OR OTHER COATING

APPROVED BY FASTENER MANUFACTURER FOR USE IN TREATED WOOD.

4. CONNECTIONS SHALL BE DESIGNED AND CONSTRUCTED ACCORDING TO THE NDS BY AF&PA

AND SHALL CONFORM TO THE FOLLOWING:

A. THE MINIMUM CONNECTION SHALL BE TWO 12 PENNY NAILS, OR AS DETAILED ON THE DWGS.

B. OTHER CONNECTIONS AS PER STANDARD CONSTRUCTION PRACTICE.

C. ANGLES, PLATES, AND OTHER MISCELLANEOUS CONNECTION MATERIAL TO BE ASTM A-36

WITH A MINIMUM YIELD STRENGTH OF 36,000 PSI, UNLESS NOTED OTHERWISE.

STRUCTURAL SPECIFICATIONS AND NOTES

THIS PLAN IS INTENDED TO REFLECT ONLY THE STRUCTURAL DESIGN OF THIS BUILDING. THE CONTRACTOR SHALL REVIEW ALL APPLICABLE LOCAL, STATE & FEDERAL BUILDING CODES PRIOR TO THE START OF CONSTRUCTION TO ENSURE BUILDING CONFORMANCE. REVISIONS TO THE PLANS SHALL BE APPROVED BY ENGINEER OF RECORD. ALL STANDARDS INDICATED IN THESE NOTES SHALL ADHERE TO THE REFERENCED STANDARDS CHAPTER OF THE GOVERNING CODE LISTED BELOW.

REACTIONS FROM FLOOR LOADING NOT INCLUDED.

FLOOR FRAMING MEMBERS ARE ASSUMED TO BE

CONTINUOUSLY SUPPORTED BY A CONCRETE OR

GRAVEL PAD OR OTHER SUPPORT STRUCTURE.

MAX. UPLIFT AT COLUMN BASE 1800 LB

MAX. DOWNWARD FORCE AT COLUMN BASE 4200 LB

MAX. SHEAR AT COLUMN BASE 500 LB

DESIGN REACTION CHART

GENERAL GAZEBO NOTES:

1. 30' DODECAGON PINE DUTCH GAZEBO

A. 30 YEAR ARCHITECTURAL ASPHALT SHINGLES.

B. DUTCH STYLE INCLUDES 2X3 STRAIGHT SPINDLES TOP AND BOTTOM.

C. MADE FROM PRESSURE-TREATED SOUTHERN YELLOW PINE.

D. FLOOR MADE OF DOUBLE 2X6 JOISTS AND SOLID 2X6 WOOD DECKING BOARDS.

E. 5X5 LAMINATED WOOD POSTS.

F. 36" HIGH HAND RAILINGS.

G. ARCHED CORNER BRACES WITH 6" TOP SPINDLES.

H. EXPOSED DOUBLE RAFTERS.

I. 1X6 T&G CEILING BOARDS.

J. 5.75/12 ROOF PITCH.

K. STAIN: CEDAR (TO BE VERIFIED WITH OWNER).

L. FLOOR: COMPOSITE TAN (TO BE VERIFIED WITH OWNER).

M. 4 BENCHES.

N. VICTORIAN BRACES.

O. CUPOLA.

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ELEVATION

SCALE: 3/8" = 1'-0"

CROSS SECTION A-A

SCALE: 3/8" = 1'-0"

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

5' 0 5' 10'

SCALE: 3/8" = 1'

Items Identified with Mixed Case Text are Existing.

2 X 8 FASCIA

"A5" ANGLE EACH INSIDE CORNER, FASTEN

W/ (20) SDS25212 SCREWS BY SIMPSON

(2) 2 x 10 TOP PLATE

2 X 8 INTERMEDIATE RAFTER

5 X 5 GLULAM POST

(2) 2 x 8 HIP RAFTERS AT POST LOCATIONS, FASTEN TOGETHER W/ (3) 3

8 "Ø BOLTS

30'-6 1/8"

8'-2 1/8"

3'-4 3/8"

3'-9 1/8"

5 x 5 GLULAM POST

2 x 6 FLOOR JOIST, 24" ON CENTER

(2) 2 x 6 FLOOR JOIST CONNECTED W/ (6) 3

8 " Ø BOLTS

2 x 6 SKIRT BOARD

A-A

30'-1 3/4"

8'-1"

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FLOOR FRAMING PLAN

SCALE: 3/8" = 1'-0"

ROOF FRAMING PLAN

SCALE: 3/8" = 1'-0"

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

5' 0 5' 10'

SCALE: 3/8" = 1'

LOWER COMPRESSION RING

BELOW

(2) 2 x 6 RAFTERS

2 x 10 TOP PLATE, FLAT

2 x 6 FASCIA

4 x 4 STUB POST

2 x 6 INTERMEDIATE RAFTERS, FASTEN TO BLOCKING W/ (3) #10x3 1

2 " WOOD SCREWS

2 x 6 BLOCKING, FASTEN TO RAFTER AT EACH END W/ (3) #10x3 1

2 " WOOD SCREWS

15'-2"

4'-0 1/2"

A-A

5 x 5 GLULAM POST

29'-1 1/2"

21'-3 7/8"

7'-9 5/8"

3' -1

4" 6'

-9

7' -9

30'-1 7/8"

#4@12" OC, EW,

CENTER (TYP.)

1'-0"

3' -0

#4@12" OC, EW,

CENTER (TYP.)

(2) - #4 CONTINUOUS

#4 CONTINUOUS

PERIMETER BAR

6" C

ONCRETE PAD W/ 3'-0" TURNDOWN FOOTING Ø 31'-0" A3

A-B

1'-0"

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POST LAYOUT PLAN

SCALE: 3/8" = 1'-0"

PAGODA FRAMING PLAN

SCALE: 3/8" = 1'-0"

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

CONCRETE FOUNDATION PLAN

SCALE: 3/8" = 1'-0"

CONCRETE SECTION A-B

SCALE: 3/8" = 1'-0"

5' 0 5' 10'

SCALE: 3/8" = 1'

2 x 6 DECKING

(6) #10 x 3" WOOD

SCREWS EACH SIDE

2 x 6 FLOOR JOIST

CONCRETE FOUDATION BY

OTHERS (3000 PSI MIN. )

ANGLE "A1" FASTEN TO JOIST W/ (5)

SDS25212 SCREWS BY SIMPSON AND

FASTEN TO CONCRETE FOUNDATION

(FC = 3000 PSI MIN.) W/ 1/2" Ø x 4"

POWERS WEDGE-BOLT SCREW ANCHOR,

OR EQUAL

5 x 5 POST

2 x 6 BOTTOM RAIL

(13) #10 x 3-1/2" WOOD SCREWS, EACH SIDE

2 x 6 SKIRT BOARD

2 x 6 SKIRT BOARD, FASTEN EACH END TO JOIST W/ (2) O.121" x 3.25" NAILS OR

(2) #10 x 3-1/2" WOOD SCREWS

(13) #10 x 3" WOOD

SCREWS, EACH SIDE

5 x 5 POSTS

ANGLE "A1" FASTEN TO JOIST W/ (5) SDS25212

SCREWS BY SIMPSON AND FASTEN TO CONCRETE

FOUNDATION (FC = 3000 PSI MIN.) W/ 1/2" Ø x 4"

POWERS WEDGE-BOLT SCREW ANCHOR, OR EQUAL

(6) #10 x 3" WOOD SCREWS EACH SIDE

(2) 1/2" Ø THREADED RODS

2 x 6 x 21" BLOCKING

2 x 6 x 16" PLANED TO 1" THICK

(2) 2 x 6 FLOOR JOISTS

1'-9"2 x 8 COMPRESSION RING

1 x 6 T&G #1 SYP DECKING, FASTEN TO RAFTERS

W/ (2) 2" GALVANIZED STAPLES W/ 1/2" CROWN

ASPHALT SHINGLES

FASTEN RAFTER PLIES TOGETHER

W/ (3) 3/8" Ø BOLTS

(2) 2 x 6 HIP RAFTER, FASTEN TO COMPRESSION RING W/ (3) #10 x 3-1/2"

WOOD SCREWS EACH PLY

TYPICAL SINGLE RAFTER CONNECTION:

(3) #10 x 3-1/2" WOOD SCREWS FROM

BLOCKING INTO RAFTER

1 x 6 T&G #1 SYP DECKING, FASTEN TO

RAFTERS

W/ (2) 2" GALVANIZED STAPLES W/ 1/2" CROWN

ASPHALT SHINGLES

1 x 4 TRIM, FASTEN TO FASCIA W/ 2"

GALVANIZED STAPLES W/ 1/2" CROWN 6" O/C

2 x 8 FASCIA, FASTEN W/ #10 x

2-1/2" WOOD SCREWS, 18" O/C

(2) 2 x 10 TOP PLATE

2-1/2" x 2" x 1/8" x 5" ANGLE OF "T" ASSEMBLY, FASTEN TO POST AND TOP PLATE W/ (4) SDS25212

SCREWS BY SIMPSON, EACH

5 x 5 POST

FASTEN RAFTER PLIES TOGETHER

W/ (3) 3/8" Ø BOLTS

(2) 2 x 8 HIP RAFTER, FASTEN TO TOP PLATE W/

(4) ANGLE "A3", 2 EACH SIDE OF HIP RAFTER

3/4" Ø BOLT

5" x 7" x 1/8" CAP PLATE OF "T" ASSEMBLY

ON TOP OF POST, FASTEN TO POST W/ (4)

#10 x 2-1/2" WOOD SCREWS

NOTE:

DECORATIVE TRIM NOT

SHOWN FOR CLARITY

TYPICAL SINGLE RAFTER CONNECTION:

FASTEN SINGLE RAFTER TO TOP PLATE W/

(2) A23 ANGLES BY SIMPSON STRONG TIE

& (4) #10 X 3-1/2" WOOD SCREWS, TOED

TRIM ASSEMBLY W/ 2 x 4 TOP AND BOTTOM RAILS, AND 5/4" x 4 VERTICAL PLATE. 5/4" x 4 FASTENED

TO POST W/ (14) #10 x 2-1/2" WOOD SCREWS, STAGGERED

5" x 7" x 1/8" CAP PLATE OF "T"

ASSEMBLY ON TOP OF POST

5 x 5 POST

(2) 2 x 8 BRACE FASTEN AT TOP W/

(7) #10 x 3-1/2" WOOD SCREWS & AT BOTTOM W/ (7) #9 x 3" WOOD

SCREWS, EACH PLY

8- 1/

2 x 8 FASCIA

(4) 2-1/2" x 6" x 1/8" x 3-3/8" STEEL ANGLE "A3" FASTENED TO 2 x 10 TOP PLATE W/ (10) 1/4" x 2-1/2" SDS SIMPSON SCREWS, EACH

(1) 3/4" Ø BOLT, THROUGH

DOUBLE RAFTER

ANGLE "A3"3-3/8"

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ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

DETAIL B-B/5

SCALE: N.T.S.

DETAIL A-A/5

SCALE: N.T.S.

DETAIL C-C/6

SCALE: N.T.S.

VIEW 1 DETAIL A-A/5

SCALE: N.T.S.

VIEW 1 DETAIL C-C/6

SCALE: N.T.S.

VIEW 2 DETAIL A-A/5

SCALE: N.T.S.

TYPICAL SINGLE RAFTER CONNECTION:

(3) 0.120" x 3" NAILS FROM BOTTOM OF

TOP PLATE INTO RAFTER

(2) 2 x 6 RAFTER, FASTEN TO FLAT

TOP PLATE W/ (2) ANGLE "A2"

FASTEN RAFTER PLIES TOGETHER

W/ (3) 3/8" Ø BOLTS 1/2" Ø BOLT

(2) 2 x 4 STUB POST, FASTENED

TOGETHER W/ (2) #10 X 2-1/2"

WOOD SCREWS, ONE FROM EACH SIDE

DECORATIVE SPINDLE

(16) #10 x 2-1/2" HORIZONTAL WOOD

SCREWS EACH SECTION (192 TOTAL)

LOWER COMPRESSION RING

(2 x 2 AND 2 x 8 ON INSIDE, 2 x 10 OUTSIDE)

(8) #10 x 3" VERTICAL WOOD SCREWS EACH

SECTION (96 TOTAL), 2 NEAR EACH STUB POST

(1) "A5" ANGLE, FASTEN W/ (20)

SDS25212 SCREWS BY SIMPSON

1 X 6 T&G SYP DECKING, FASTEN TO RAFTERS

W/ (2) 2" GALVANIZED STAPLES W/ 1/2"CROWN

ASPHALT SHINGLES

2 x 10 TOP PLATE

2 x 6 FASCIA, FASTEN W/ #10 x 2-1/2"

WOOD SCREWS, 18" O/C

(2) 2 x 8 HIP RAFTERS, FASTEN RAFTER

PLIES TOGETHER W/ (3) 3/8" Ø BOLTS

PLATE "P1"

PLATE "P2"

1 x 6 T&G #1 SYP DECKING, FASTEN TO RAFTERS

W/ (2) 2" GALVANIZED STAPLES W? 1/2" CROWN

TYPICAL SINGLE RAFTER CONNECTION:

(7) #10 x 3-1/2" WOOD SCREWS FROM

COMPRESSION RING INTO RAFTER

FASTEN HIP RAFTERS TO COMPRESSION RING W/ (6) TLOK04 SCREWS

BY FASTENMASTER, EACH PLY W/ 2-1/2" SCREW EMBEDMENT INTO RAFTER

FASTEN 2 x 8 TO 2 x 10 USING (4) #10 x 2-1/2" SCREWS OR

(4) 0.131" x 2-1/2" NAILS EACH SECTION

(2) 2 x 6 RAFTER, FASTEN TO FLAT TOP PLATE

W/ (2) "A2" ANGLES (ONE EACH SIDE OF RAFTER),

FASTEN EACH W/ (10) #10 x 1-1/2" WOOD SCREWS

(2) 2 x 4 STUB POST, FASTENED TOGETHER W/ (2) #10 x 2-1/2" WOOD SCREWS, ONE FROM EACH SIDE

DECORATIVE SPINDLE

PLATE "P1", FASTEN TO EACH 2 x 4 STUB POST AND EACH 2 x 4 TOP RAIL W/ (4) #10 x 2" WOOD SCREWS AND TO EACH 2 x 8 TOP PLATE W/ (2) #10 x 1-1/2" WOOD SCREWS

2 x 4 TOP RAIL FOR

DECORATIVE TRIM

2 x 4 BOTTOM RAIL FOR

DECORATIVE TRIM

PLATE "P2", FASTEN TO EACH 2 x 4 STUB POST AND EACH 2 x 4 BOTTOM RAIL W/ (4) #10 x 2" WOOD SCREWS

LOWER COMPRESSION RING

(2 x 2 AND 2 x 8 ON INSIDE, 2 x 10 ON OUTSIDE)

(2) 2 x 8 LOWER HIP RAFTER, FASTENED TOGETHER

W/ (3) 3/8" Ø BOLTS + (2) 3/4" Ø BOLTS AT EAVE

FASTEN COMPRESSION RING TOGETHER

W/ (4) #10 x 3-1/2" WOOD SCREWS, EACH DIRECTION

FASTEN HIP RAFTERS TO COMPRESSION RING

W/ (6) TLOK04 SCREWS, EACH PLY W/ 2-1/2"

SCREW EMBEDMENT INTO RAFTER

LOWER COMPRESSION RING (2 x 2 AND 2 x 8 ON INSIDE, 2 x 10 ON OUTSIDE); FASTEN 2 x 8 TO

2 x 10 USING (4) #10 x 2-1/2" SCREWS OR

(4) 0.131" x 2-1/2" NAILS EACH SECTION

1/8" STEEL

90° BEND LINE

CUT LINE

(22) 1/4" Ø HOLES FOR

#10 x 2" SCREWS

45° BEND LINE

6- 7/

4- 1/

8" 2-

3/ 4"

1-1/2" 1-1/2"

1/8" STEEL

(16) 1/4" Ø HOLES FOR

#10 x 2" SCREWS

5-3/4"

1-3/8" 1-1/2" 1-1/2" 1-3/8"

4- 1/

8" 2- 3/

4" 1-

3/ 8"

5" 3/4"

1/2"1" 1"

3/ 4"

1- 1/

1/8"

1/ 8"

2- 1/

1/4"

1/ 2"

1-1/8" 3/4"

1- 1/

1/4" Ø HOLE FOR WOOD

SCREWS (1 OF 12)

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ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

PLATE "P1"

SCALE: N.T.S.

DETAIL D-D/7

SCALE: N.T.S.

PLATE "P2"

SCALE: N.T.S.

VIEW 1 DETAIL D-D/7

SCALE: N.T.S.

"T" ASSEMBLY

SCALE: N.T.S.

VIEW 2 DETAIL D-D/7

SCALE: N.T.S.

HANDRAIL MATERIAL NOTE:

USE #2 SOUTHERN PINE FOR THE

TOP RAIL AND BOTTOM RAIL

2 x 6 BOTTOM RAIL, FLAT

1 x 3, ON EDGE

9'-8" MAXIMUM RAIL ASSEMBLY LENGTH

9'-6 1/2" MAXIMUM TOP RAIL LENGTH

8" 4"

2 x 6 TOP RAIL, FLAT

1 x 3, ON EDGE 4" 4"

8" 4"

WOOD POST, BEYOND

2 x 6 TOP RAIL, FLAT

1 x 3, ON EDGE

1-1/4" SQUARE SPINDLE OR DECORATIVE LATHE, 4" O/C

1 x 3, ON EDGE

5/4" x 6 x 37-1/2" VERTICAL END PLATE FASTENED TO 2 x 6 TOP RAIL W/ (4) #9 x 3" WOOD SCREWS, FASTENED TO 1 x 3 W/ (2) #8 x 2-1/2" WOOD SCREWS, AND FASTENED TO 2 x 6 BOTTOM RAIL W/ (3) #8 x 2-1/2" WOOD SCREWS. FASTEN 5/4" x 6 VERTICAL TO POST NEAR TOP PLATE W/ (4) #9 x 3" WOOD SCREWS & NEAR BOTTOM PLATE W/ (3) #9 x 3"

WOOD SCREWS

2 x 6 BOTTOM RAIL, FLAT

1/4" Ø HOLE FOR WOOD

SCREWS (1 OF 5)

1- 3/

1-1/2"

1/ 2"

1- 1/

5/8" Ø HOLE

3" x 3" x 3", 10 GA.

STEEL ANGLE

9/16" Ø HOLE FOR 1/2" Ø BOLT

2" x 2" x 1/8" GUSSET, WELD EACH LEG

W/ 2" LONG 1/8" FILLET, INSIDE ONLY

2-1/2" x 6" x 1/8" x 3-3/8" STEEL ANGLE "A2"

1/4" Ø HOLE FOR WOOD

SCREWS (1 OF 10)

NOTE:

USE FLAT WASHERS UNDER BOLT

HEAD AND NUT (1-3/8" O.D. MIN.)

13/16" Ø HOLE FOR 3/4" Ø BOLT

2" x 2" x 1/8" GUSSET, WELD EACH LEG

W/ 2" LONG 1/8" FILLET, INSIDE ONLY

2-1/2" x 6" x 1/8" x 3-3/8" STEEL ANGLE "A3"

1/4" Ø HOLE FOR WOOD SCREW

(1 OF 10)

NOTE:

USE FLAT WASHERS UNDER BOLT

HEAD AND NUT (1-15/16" O.D. MIN.)

5-7/8"

1/8" STEEL

(20) 1/4" Ø HOLES IN PLATE

5/4" x 6 x 37-1/2" VERTICAL END PLATE FASTENED TO 2 x 6 TOP RAIL W/ (4)

#9 x 3" WOOD SCREWS, FASTENED TO 1 x 3 W/ (2) #8 x 2-1/2" WOOD SCREWS, AND FASTENED TO 2 x 6 BOTTOM RAIL W/ (3) #8 x 2-1/2" WOOD SCREWS.

FASTEN 5/4" x 6 VERTICAL TO POST NEAR TOP PLATE W/ (4) #9 x 3" WOOD

SCREWS AND NEAR BOTTOM PLATE

W/ (3) #9 x 3" WOOD SCREW S

1-1/4" SQUARE SPINDLE OR

DECORATIVE LATHE, 4" O/C

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ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

ANGLE "A2"

SCALE: N.T.S.

HAND RAIL ELEVATION

SCALE: N.T.S.

ANGLE "A3"

SCALE: N.T.S.

VIEW 1 HAND RAIL ELEVATION

SCALE: N.T.S.

ANGLE "A5"

SCALE: N.T.S.

ANGLE "A1"

SCALE: N.T.S.

DT1

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Standard Detail SD-3-001

CONCRETE AND REINFORCING

STEEL NOTES

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE BUILDING CODE, ACI 318 (LATEST REVISION)

EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS OR SPECIFICATIONS HEREAFTER.

SIZE AND SPACING OF REINFORCING IS NOTED AS FOLLOWS:

#4 @ 6"

(BAR SIZE) (SPACING)

KEYWAYS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS IN ACCORDANCE WITH SD-3-003, UNLESS OTHERWISE NOTED. ALL KEYWAYS SHALL BE TYPE A. MINIMUM 1/8" x 6" STEEL OR PVC WATER STOPS SHALL BE PROVIDED IN ANY CONSTRUCTION JOINT BELOW THE LIQUID LEVEL FOR LIQUID CONTAINING OR LIQUID CONVEYING STRUCTURES AND BELOW GROUND WATER OR FLOOD LEVEL FOR ALL EXTERIOR BASEMENT AND TUNNEL WALLS. BUTTING OR LAPPING JOINTS OF PLATES SHALL BE CONTINUOUSLY WELDED AT POINT OF JOINTURE TO PROVIDE A CONTINUOUS WATER STOP FOR ITS ENTIRE LENGTH.

STRESS STEEL IS ALWAYS SHOWN NEXT TO THE SURFACE AND SHOULD BE PLACED WITH THE MINIMUM CONCRETE COVER IN

ACCORDANCE WITH ACI 318 (LATEST REVISION) OR AS FOLLOWS:

(A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ___ 3" MINIMUM COVER

(B) FORMED CONCRETE EXPOSED TO EARTH, WATER OR WEATHER:

ALL BARS _________________________________________ 2" MINIMUM COVER

SLABS AND WALLS ____________________________________________ 3/4" MINIMUM COVER

BEAMS, GIRDERS, COLUMNS ____________________________________ 1 1/2" MINIMUM COVER

ALL SPLICES IN REINFORCING SHALL CONFORM TO THE FOLLOWING TABLE AND THE REQUIREMENTS OF ACI 318 (LATEST REVISION).

MINIMUM SPLICE LENGTH MINIMUM SPLICE LENGTH

BAR SIZE BEAM, SLABS, AND WALLS COLUMNS

(A) TOP BAR SPLICE LENGTH TO BE 1.4 TIMES THOSE GIVEN.

(B) IF SPLICES OCCUR AT THE POINT OF MAXIMUM STRESS THEY MUST BE STAGGERED.

ALL HOOKS & BENDS SHALL CONFORM TO ACI CODE 318 (LATEST REVISION) AS SHOWN IN ITS "MANUAL OF STANDARD PRACTICE

FOR DETAILING REINFORCED CONCRETE STRUCTURES" (LATEST REVISION).

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE CORNERS OF ALL OPENINGS IN CONCRETE WALLS OR SLABS SHALL BE REINFORCED WITH #6 x 5'- 0" LONG BARS PLACED DIAGONALLY TO EACH CORNER OF THE OPENING. ROUND OPENINGS SHALL BE REINFORCED WITH #6 BARS BENT TO CONFORM TO THE SHAPE OF THE OPENING. FOR SLABS OR WALLS LESS THAN 8" THICK, SUCH REINFORCING SHALL CONSIST OF ONE BAR AND FOR SLABS OR WALLS 8" OR GREATER IN THICKNESS, REINFORCING SHALL CONSIST OF BARS ON EACH FACE.

UNLESS OTHERWISE DETAILED, SLABS ON GRADE SHALL BE REINFORCED W/ 6" x 6" - W2.9 x W2.9, WELDED WIRE FABRIC & #4 x 3'-0" AT 12". PERIMETER BARS SHALL BE INSTALLED IN THE SLAB PERPENDICULAR TO ALL DISCONTINUOUS EDGES.

ALL EXPOSED EDGES OF CONCRETE WALLS SHALL BE BEVELED 3/4" UNLESS OTHERWISE NOTED.

CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS. ADDITIONAL JOINTS SHALL BE INSTALLED, HOWEVER, AS

NECESSARY TO MEET THE FOLLOWING REQUIREMENTS:

MAXIMUM DIMENSION

OF POUR

(A) WALL WITH STRAIGHT RUNS GREATER THAN 20'-0"

(B) SLABS ON GRADE (12" OR GREATER)

(D) SLABS SUPPORTED ON BEAMS OR WALLS

10.

25" 15" #5 31" 19" #6 38" 23" #7 54" 27" #8 62" 36" #9 75" 44" #10 95" 56" #11 117" 69"

30'-0" 50'-0" 20'-0" 20'-0"

EQUIPMENT PADS SHALL BE DOWELED INTO CONCRETE FLOOR SLABS W/ ONE #6 DOWEL FOR EVERY SQ FOOT OF PAD SURFACE.11.

MINIMUM HORIZONTAL PAD REINFORCING SHALL BE #4 @ 12", TOP, EACH WAY.

ELEVATION

SECTION

Standard Detail SD-2-128

ANSI RAMP DETAIL

NOTES:

1. AS PUBLISHED IN THE TITLE III REGULATIONS (28 CFR PART 36, REV. JULY 1, 1994)

ISSUED BY THE DEPARTMENT OF JUSTICE. THE APP STANDARDS FOR ACCESSIBLE

DESIGN ARE IN APPENDIX A OF THE TITLE III REGULATION.

2. THIS DRAWING IS FOR INFORMATION PURPOSES ONLY & NOT FOR CONSTRUCTION.

3. DO NOT SCALE DRAWINGS.

4. IF A RAMP HAS A RISE GREATER THAN 6" OR HORIZONTAL PROJECTION GREATER

THAN 72", THEN HANDRAILS ON BOTH SIDES ARE REQUIRED.

5. HANDRAILS MUST EXTEND AT LEAST 12" BEYOND THE BOTTOM OF THE RAMP AND

BE PARALLEL WITH THE FLOOR OR GROUND SURFACE.

LEVEL

LANDING

LEVEL

LANDING

PLATFORM

ALUMINUM

RAILING

36" MIN.12" MIN.

12" MIN.

1:12 < 1:16 30" RISE AND 30' RUN MAX.

1:16 < 1:20 30" RISE AND 40' RUN MAX.

. T O

SEED MIX & SOWING RATE

MAR. thru MAY / AUG. thru SEPT.

ANYTIME EXCEPT SEPT. OR OCT.

MAR. thru MAY / AUG. thru SEPT.

RAW FINELY GROUND LIMESTONE @ 100 lbs. per 1000 sq. ft. APPLIED ONE WEEK BEFORE SEEDING FERTILIZER- COMPLETE COMMERCIAL FERTILIZER WITH 5-10-5 ANALYSIS @ 50 lbs. per 1000 sq. ft.

OPEN FIELDS;

SOIL CONDITIONERS REQUIRED FOR RESTORATION:

WOODS; SPARSE 100% RED FESCUE

SOW 36 lbs. per 1000 sq. yds.

100% ANNUAL RYEGRASS

SOW 9 lbs. per 1000 sq. yds.

100% TIMOTHY

RESTORATION CONDITION

ROADSIDE; MOWED

ROADSIDE; NON-MOWED

TEMPORARY COVER

LAWNS

BANK AREAS

80% KENTUCKY 31, FESCUE

SOW 21 lbs. per 1000 sq. yds.

50% KENTUCKY BLUEGRASS

30% PENNLAWN RED FESCUE

20% PERENNIAL RYEGRASS

45% BIRDSFOOT TREFOIL

55% ANNUAL RYEGRASS

SOW 9 lbs. per 1000 sq. yds.

SOW 21 lbs. per 1000 sq. yds.

20% PERENNIAL RYEGRASS

30% PENNLAWN RED FESCUE

50% KENTUCKY BLUEGRASS

20% PENNLAWN RED FESCUE

SOW 21 lbs. per 1000 sq. yds.

(% BY WEIGHT)

SOW 9 lbs. per 1000 sq. yds.

100% ANNUAL RYEGRASS

Standard Detail SD-2-090

REQUIRED SURFACE RESTORATION

IN UNPAVED LOCATIONS

CONTRACTOR IS RESPONSIBLE FOR ESTABLISHMENT OF ALL COVER CROPS

FIRST CUTTING OF MOWED AREAS TO BE COMPLETED BY CONTRACTOR

3/8" DIA. TRUSS ROD

6 GAUGE TENSION WIRE

1 5/8" DIA. TOP RAIL

1 5/8" DIA. BRACE RAIL

SEE DETAIL "J"

10'-0" MAX.

SPACING (TYP.)

SEE DETAIL "F"

SEE DETAIL "E"

SEE DETAIL "K"

SEE DETAIL "G"

SEE DETAIL "L"

SEE DETAIL "M"

10'-0" MAX.

SPACING (TYP.)

4' -6

N C

E H

H T

3' -0

1" APPROX.

CONCRETE

ENCASEMENT

SEE DETAIL "B"

CHAIN-LINK FENCE DETAIL "A"

LINE POST DETAIL "B"

2 1/2" O.D.

RAIL BRACE

TRUSS TIGHTENER

1 5/8" DIA. BRACE RAIL

OFFSET CUPS

DETAIL "K"

Brace & Truss

Connection at Line Post

Rails at End

DETAIL "J"

DETAIL "L"

at Terminals Truss Connection

(2 Bands at Corner Post)

TRUSS

CONCRETE

FORM EYE

3/8" DIA.

BAND

FOOTING

IN FIELD

TRUSS ROD

DETAIL "M"

Fabric Bands for Line Posts

BAND

FABRIC

RAIL COUPLING

Rail Coupling

DETAIL "F"

21'-0" Max. Intervals Tie Wires

24" Max. Intervals

DETAIL "E"

TWIST TOP,

KNUCKLE BOT.

SELVAGES

Chain-Link Connection at Terminals

DETAIL "G"

STRETCHER

BAR

BAND

BAR DETAIL "H"

Rails at Corner

RAIL

BANDS

WITH OFFSET CUPS

1 5/8" DIA. BRACE RAIL

BRACING ARRANGEMENT

LESS THAN 2 LINE POSTS

BRACE ONLY