addendum no. 1 on project no. dgs c-0251-0045 phase 001 … · 2019. 6. 12. · dgs...

DGS C-0251-0045PHASE 001 PAGE 1 ADDENDUM NO. 1

DATE: June 12, 2019

DEPARTMENT OF GENERAL SERVICESBUREAU OF PRE-CONSTRUCTION

1800 HERR STREETSHARRISBURG, PENNSYLVANIA

ADDENDUM NO. 1

on

PROJECT NO. DGS C-0251-0045 PHASE 001PROJECT TITLE - Safety Rest Area Site 47 I-81 NB - Demolition & New ConstructionPROFESSIONAL:LSC Design320 George StreetYork, PA, 17401

If you submitted a bid through e-Builder prior to this Addendum being issued, your bid has been discarded and you must re-submit your bid(s) through e-Builder prior to the bid opening date and

time. Please see Section 4.C. of the Instruction to Bidder

GENERAL CHANGES – ALL CONTRACTS Item 1 - Refer to attached documents

SPECIFICATION CHANGES – ALL CONTRACTS Item 1 - Refer to attached documents

DRAWING CHANGES – ALL CONTRACTS Item 1 - Refer to attached documents

The written portion of the addendum covers Northbound and Southbound projects. There are separate drawing files for Northbound and Southbound drawing changes.

1 Addendum No. 1

DEPARTMENT OF GENERAL SERVICES BUREAU PRE-

CONSTRUCTION 1800 HERR STREET

HARRISBURG, PENNSYLVANIA

ADDENDUM NO. 1

on PROJECT NO. and TITLE: DGS 251-45-01 PHASE 1 - Safety Rest Area Site 47 I-81 NB PROJECT NO. and TITLE: DGS 251-46-01 PHASE 1 - Safety Rest Area Site 48 I-81 SB LSC Design, Inc 320 N. George Street, Suite 100 York, PA 17401

DATE: June 12, 2019

GENERAL CLARIFICATIONS – ALL CONTRACTS

Item 1 - Question: Can earthwork occur during night time hours?

Response: Work hours shall remain 6:00 AM to 6:00 PM as stated in Section 010400.

Item 2 - Question: The announcement says click here for a list of bidders and bid information. But I do not see where the list of bidders is located. Please provide direction?

Response: A list of Invited Bidders for each Contract can be found on the Bid Package Details page under the Invited Bidders tab.

Item 3 - Question: Is the geotechnical engineer of record (GTA, Inc.) allowed to serve as the Quality Assurance Agency?

Response: GTA may not be used as the Quality Control Testing Agency that is hired by the Contractor.

Item 4 - Question: The Department/Agency in the solicitation lists the Department of Transportation. Must Contractors be pre-qualified and/or a Business Partner with PennDOT to submit a proposal?

Response: If you are an “Invited Bidder” you are pre-qualified to submit a proposal for this Project.

Item 5 - Question: Can we do additional test probes of the sites prior to the bid date?

Response: Yes, but the test visit must be scheduled through DGS and there must be an appropriate PA1 call before starting.

Item 6 - Question: Can we get the CAD file for the site drawings prior to the bid date?

Response: No

Item 7 - Question: We do not see a server PC or thin client called out in the specification. Will the new BAS system be installed on an existing server (physical or virtual) or should a server PC be provided by the BAS contractor?

Response: Server used for the BAS will be the server provided under Section 260923 – Network Lighting Controls.

PROJECT NO. and TITLE: DGS 251-45-01 PHASE 1 - Safety Rest Area Site 47 I-81 NB PROJECT NO. and TITLE: DGS 251-46-01 PHASE 1 - Safety Rest Area Site 48 I-81 SB

Addendum No. 1, June 12, 2019

2 Addendum No. 1

Item 8 - Question: On the Detail of the cement concrete Truck pavement on Sheet C-11 are we to assume the Treated permeable Base course (TPBC) is Asphalt?

Response: Refer to revision to Section 321313 listed below.

Item 9 - Question: Spec section 334111 Site Storm Drainage Piping, 1.06 Reference Standards, A – Rubber Gaskets. Are water tight gaskets required for storm structures or can standard brick/mortar parge pipe connections at the structures be acceptable? These gaskets require larger inlet boxes and result in significant increased costs for the precast structures (about 70 – 80% increase).

Response: Refer to revision to Section 334111 listed below.

Item 10 - Question: Looking at the north and south bound drawings C5; it appears on the north bound side the PC is responsible for water tank and treatment, pump, casing, lockable cap, etc BUT on the south bound drawing it says all those items are covered by GC. Is this correct? NO Also, can you provide a spec for the 6" CPVC piping as the plumbing specs only have under building slab piping. The PC is responsible for all underground piping from the well head to the water treatment building and then into the bathrooms? YES

Response: All the piping is by the .3 Plumbing Contractor (on both jobs); C-5 has been revised. Revise all the 6” CPVC piping to 6” PVC refer to Section 331116 -Site Water Utility Distribution Piping.

Item 11 - Question: Asphalt Paving Detail on Sheet C-11 for the Standard Duty should the 25 mm listed be 19 mm?

Response: No, 25 mm indicated on the Drawing C-11 is correct.

Item 12 - Question: Asphalt Paving Detail on Sheet C-11 for the Heavy Duty should the 37.5 mm and the 25 mm be reversed. Note the thickness portion?

Response: No, drawings note should not be changed.

Item 13 - Question: Concrete Curb: Can a better start and stop indication be noted for the Curb in looking at the line thickness on Sheet C-3D are not very clear.

Response: Curb Ends shown on Drawings. Additional end of designation added to revised Drawing C-3D.

Item 14 - Question: Please clarify/define how much we will have to extend the well casing per drawing C-5 on the Northbound rest stop.

Response: Northbound rest stop well casing needs to be extended approximately 2 feet. Southbound well casing does not need to be extended.

Item 15 - Question: On Page C-65 of the Northbound plans the seeding rate is 20# / 1000 sy which seems excessive. Can you please clarify that this rate is correct?

Response: This rate is correct SPECIFICATION CHANGES – CONTRACT NO. DGS 251-45-01 Phase 1.1 and DGS 251-46-01

Phase 1.1

Item 16 - Page 074113-4, Article 2.06, Revise Paragraph D. to read as follows:

D. Beam Insulation: Provide polyisocyanurate insulation laminated to 7/16 inch OSB. 1. Thickness: Nominal 2 inches. 2. Minimum R-Value: 9.1 3. Manufacturers/Products: a. Atlas Roofing Corporation; AC Foam Nailbase b. Hunter Panels; H-Shield NB c. Rmax, Inc; ThermaBase-CI d. Or equal as approved by the Design Professional



3 Addendum No. 1

Item 17 - Page 074113-7, Article 3.03, Paragraph G. Item 1. Add the following as a second sentence.

“Each insulation panel shall be secured with a minimum of 2 fasteners per panel and construction adhesive compatible with the insulation.

Item 18 - Page 088000-2, Article 2.01, Paragraph C. Item 2., a. revise 1) to read as follows:

1) Vitro Architectural Glass: Graylite II.

Item 19 - Page 088000-2, Article 2.01, Paragraph C. Item 2., Delete Item b.

Item 20 - Page 088000-2, Article 2.01, Paragraph D. Item 2., Delete Item b.

Item 21 - Page 321313-2, Add Article 2.07, as follows:

2.07 TREATED PERMEABLE BASE COURSE - (TPBC)

A. Provide Cement Treated Permeable Base Course complying with PennDot Publication 408, Section 303.

Item 22 - Page 334111-1, Article 1.06, add the following paragraphs:

A. ASTM C32 - Standard Specification for Sewer and Manhole Brick (Made From Clay or Shale)

B. ASTM C270 – Standard Specification for Mortar for Unit Masonry

Item 23 - Page 334111-1, Article 2.01, add Paragraph D as follows:

D. Pipe Joints to Structures: Brick meeting ASTM C32 and Mortar meeting ASTM C270 Type M shall be used to seal joints.

SPECIFICATION CHANGES – CONTRACT NO. DGS 251-45-01 Phase 1.2 and DGS 251-46-01

Phase 1.2

Item 24 - Page 230900-2, Article 1.5, Paragraph A., Under 1. Electrical Contractor (.4 Contractor) shall provide add: .4 Server to house Building Automation System.

SPECIFICATION CHANGES – CONTRACT NO. DGS 251-45-01 Phase 1.4 and DGS 251-46-01

Phase 1.4

Item 25 - Page 260923-1, Article 1.2, Add Paragraph D. as follows:

D. Server provided by this Section shall house the Building Automation System specified in Section 230900.

DRAWING CHANGES – CONTRACT NO. DGS 251-45-01 Phase 1.1 and DGS 251-46-01 Phase 1.1

Item 26 - Drawing No. C-3D, This Drawing has been revised to indicate the ends of the concrete curbing. Refer to the reissued Drawing dated 06/12/2019.

Item 27 - Drawing No. C-5; This Drawing has been revised and is being reissued. Revisions include changing water piping from 6” CPVC to 6” PVC, and clarifying how much the well pipe needs to be extended on Northbound Site. Refer to the reissued Drawing dated 06/12/2019.

Item 28 - Drawing No. A-4: Detail 4 on this Drawing has been revised to match revision to Beam Insulation revision to Section 074113 above. Refer to the reissued Drawing dated 06/12/2019.

Item 29 - Drawing No. A-11: Detail 5, and Detail 7 on this Drawing has been revised to match revision to Beam Insulation revision to Section 074113 above. Refer to the reissued Drawing dated 06/12/2019.



4 Addendum No. 1

ATTACHMENTS - CONTRACT NO. DGS 251-45-01 Phase 1.1:

Drawing No. C-3D, Drawing No. C-5, Drawing No. A-4 and Drawing No. A-11

ATTACHMENTS - CONTRACT NO. DGS 251-46-01 Phase 1.1:

Drawing No. C-3D, Drawing No. C-5, Drawing No. A-4 and Drawing No. A-11

END OF ADDENDUM NO. 1

STONE

X

N 8

5°

35' 02"

E 102.9

6'

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' 4

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' 0

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"

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'

N

7° 43' 13" W

188.74'

N/F

SAUL & JUDITH A.SCHMOLITZ

DEED BOOK 5706, PAGE 166

TAX PARCEL 25-010.071

LOT NO. 6

PLAN BOOK O, VOLUME 7, PAGE 9

N/F

ROY & CAROLINE ENSOR


TAX PARCEL 25-010-073

LOT NO. 7


N/F

LAWRENCE A. & CHRISTEN M. COOKE


TAX PARCEL 25-010-074

LOT NO. 8


N/F

DAVID J. WELLS


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SWM BASIN 3

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DOG AREA

8" VERTICAL CURB END

TREATMENT

8" VERTICAL CURB END

TREATMENT

X

X

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X

X

X

X

X

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X

X

LIMIT OF CONTRACT LINE

CONTRACT 251-45

(OFFSET 3' FOR CLARITY)

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CONTRACT 215-45


6' H. PVC

PRIVACY FENCE

u

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TEST

LAWN

LAWN

LAWN

8" VERTICAL

CONC. CURB

(SEE DETAIL

RC64/C-38)

8" VERTICAL

CONC. CURB

(SEE DETAIL

RC64/C-38)

CONCRETE

SIDEWALK

(SEE DETAIL 3/C-11)

CONTRACTOR TRAILER &

LAYDOWN AREA

FINAL LOCATION TO BE

APPROVED BY THE DEPARTMENT

BORE PIT L.O.D.

N/F




LOT NO. 6


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CONTRACT 251-45


END 6' H. PVC

PRIVACY FENCE

SCALE

SCALECHECKED BY

DRAWING NO.

DRAWN BY

DATE

DESCRIPTION DESCRIPTION

Date

Consultant's Signature

Professional's Signature

Date

SEALSEAL

SITE 47, I-81 NORTH BOUND

EAST HANOVER TOWNSHIP, DAUPHIN COUNTY

PENNSYLVANIA


AS-BUILT REVISIONS

DEPARTMENT OF GENERAL SERVICES

COMMONWEALTH OF PENNSYLVANIA

PROJECT NO. D.G.S. 251-45 Phase 1

RENOVATION OF SAFETY REST AREA

I:\Jobs 2008\2008.0231.04\04 C

ivil\D

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D 3D

.dw

g 09/18/18 9:07.25 A

M E

ST

320 N. GEORGE ST.

YORK, PA 17401

(717) 845.8383

C-3D

SITE LAYOUT PLAN BASE BID 1

09/19/2018

DAK

DDW

AS SHOWN

NOTE:

REFER TO SITE PLAN SHEET C-7 FOR IDENTIFICATION OF ALL PROPOSED SITE SIGNAGE.

STANDARD ASPHALT PAVEMENT

HEAVY-DUTY ASPHALT PAVEMENT

CEMENT CONCRETE PAVEMENT

00 50' 100'

SCALE: 1" = 50'

SCALE

00 50' 100'

SCALE: 1" = 50'

SCALE

00 50' 100'

SCALE: 1" = 50'

N

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

IF BAR IS NOT ONE (1)

INCH LONG, ADJUST

SCALE ACCORDINGLY

10

VERIFY SCALE

ISSUED FOR BIDDING 09/19/2018

N

N


BASE BID 1

AS SHOWN

GRADING, STORMWATER AND UTILITIES TO BE INSTALLED PER

PERMITTED DOCUMENTS

SEAL

11/13/2018

03/05/201904/26/201906/12/2019

8" VERTICAL CURB EN

TREATMENT

8" VERTICAL CURB EN

TREATMENT

1

1 ADDENDUM 1

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CONTRACT 251-45


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CONTRACT 215-45


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TELEPHONE SERVICE CONNECTION

AT EXISTING TELEPHONE SERVICE

PEDESTAL

BY EC

SINGLE PHASE ELECTRIC SERVICE

EXTENDED FROM EXISTING

LOCATION TO TRANSFORMER

TRENCHING, BACKFILL,

STABILIZATION BY GC

SERVICE INSTALLATION BY POWER

COMPANY

YD-1 (26" X 26")

YD-2 (26" X 26")

I-A3.5

I-A8

I-A7 (WQ)

I-B4

I-A6

I-B5 (WQ)

I-B3

I-A4.5

I-A4

SMH 2A

SMH 4A

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I-A3

I-A2

I-A2.5

I-A1.4

I-A1.3

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NEW WATER TANK & TREATMENT

SYSTEM BY PC

I-81 WEIGH STATION SIGN

CONTROL PANNEL

BY EC

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U

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WELL TREATMENT BUILDING

FIN. PAD EL. = 520.0

BY GC

E-B1

OS-1

E-A1

STORMWATER

MANAGEMENT BASIN #3

(SEE DETAILS 9-12/C-12 & 7-10/C-67)

D

I-B3.1

PROVIDE NEW PUMP AND NEW

LOCKABLE SECURE WELL CAP,

EXTEND WELL CASING AS NEEDED

BY PC (USING AGENCY TO SUPPLY

LOCK)

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SINGLE PHASE ELECTRIC

SERVICE EXTENDED FROM

TRANSFORMER TO BUILDING

BY POWER COMPANY

3" CPVC

4'

4

'

8

"

P

V

C

8

"

P

V

C

8

"

P

V

C

8

"

P

V

C

1

8

"

R

C

P

BASIN UNDERDRAIN

(SEE DETAIL 15/C-12)

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

4

'

PROPOSED SINGLE PHASE

ELECTRICAL TRANSFORMER BY EC

TRUCK INSPECTION

LANE SIGNAL LIGHT

6" CPVC PIPING TO BE INSTALLED

BY PLUMBING CONTRACTOR

E

X

.

C

O

N

C

.

P

A

V

E

1

4

2

'

L

E

G

A

L

R

I

G

H

T

-

O

F

-

W

A

Y

N/F




LOT NO. 6


P

R

O

P

E

R

T

Y

/

H

I

G

H

W

A

Y

R

I

G

H

T

-

O

F

-

W

A

Y

L

I

N

E

P

R

O

P

E

R

T

Y

L

I

N

E

U/T

U/T

5

0

'

F

R

O

N

T

S

E

T

B

A

C

K


CONTRACT 251-45


M

A

T

C

H

L

I

N

E

B

-

B

21' - 4" x 60" 3000 GAL. WATER TANK

& CRADLE, TREATMENT SYSTEM &

VAULT

(TO BE REMOVED)

(

L

O

C

A

T

E

D

F

R

O

M

A

S

-

B

U

I

L

T

D

R

A

W

I

N

G

S

)

S

A

N

I

T

A

R

Y

S

E

W

E

R

T

-

L

I

N

E

S

A

N

G

G

N

AD

8

3 P

A S

OU

TH

Z

ON

E

S

S

S

S

S

E

E

Met Ed

30057

38192

Met Ed

30075

38200

Met Ed

30090

38206

Met Ed

30117 38217

14

TELE UP

ELEC UP

ELEC UP

ELEC UP

ELEC UP

ELEC UP

ELEC UP

SEWER MH

RIM 463.38

INV 454.29

SEWER MH

RIM 461.94

INV 452.51

SEWER MH

RIM 461.16

INV 451.47

SEWER MH

RIM 463.37

INV 450.22

SEWER MH

RIM 471.90

INV IN 465.57

INV OUT 455.70

SEWER MH

RIM 485.69

INV 478.51

I

-

8

1

N

O

R

T

H

B

O

U

N

D

N

O

R

T

H

B

O

U

N

D

L

A

N

E

S

SMH 4S RIM

504.0 INV 491.4

P

R

O

P

E

R

T

Y

L

I

N

E

P

R

O

P

E

R

T

Y

/

H

I

G

H

W

A

Y

R

I

G

H

T

-

O

F

-

W

A

Y

L

I

N

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

o

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

o

o

o

o

o

o

o

o

o

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

M

A

T

C

H

L

I

N

E

A

-

A

15

44' CHAN. FLOW

15"RCP @ 0.73%


CONTRACT 215-45


ELECUP

I

-

8

1

N

O

R

T

H

B

O

U

N

D

I

-

8

1

N

O

R

T

H

B

O

U

N

D

S

h

e

lls

C

h

u

rc

h

R

o

a

d

(T

-5

2

3

)

N

O

R

T

H

B

O

U

N

D


CONTRACT 251-45


SCALE

SCALECHECKED BY

DRAWING NO.

DRAWN BY

DATE


Date

Consultant's Signature

Professional's Signature

Date

SEALSEAL



PENNSYLVANIA


AS-BUILT REVISIONS





I:\Jobs 2008\2008.0231.04\04 C

ivil\D

esign D

ocum

ents\D

esign-P

erm

it D

ocum

ents\A

ctive\1-M

inor M

odification 2018\2008.0231.04_C

-N

B.dw

g 10/24/18 10:29.41 A

M E

ST

320 N. GEORGE ST.

YORK, PA 17401

(717) 845.8383

C-5

SITE UTILITY PLAN

09/19/2018

DAK

DDW

AS SHOWN

00 50' 100'

SCALE: 1" = 50'

00 50' 100'

SCALE: 1" = 50'

00 50' 100'

SCALE: 1" = 50'

NOTE:

ELECTRIC LINES AND FACILITIES ARE SUBJECT TO FIRSTENERGY CORP.

RIGHTS-OF-WAY AND RESTRICTIONS THEREOF. AUTHORIZATION FROM

FIRST ENERGY CORP (GPU ENERGY) SHALL BE ESTABLISHED PRIOR TO

ANY WORK WITHIN 20' OF THE ELECTRIC FACILITIES.

N




INCH LONG, ADJUST

SCALE ACCORDINGLY

10

VERIFY SCALE


N

N

All work on this Drawing is to

be included by the ____,

except work noted to be by:

____________

GC

EC, PC

SEAL

11/13/2018

03/05/201904/26/2019

PC

PVC

ADDENDUM 11

12 FT AS

06/12/2019

NEEDED BY PC.

1

A-10

2

A-10

2" STANDING SEAM METAL ROOF SYSTEM OVER WATERPROOFING UNDERLAYMENT ON STRUCTURAL INSULATED PANELS

SNOW GUARD, TYP. SEE 8/A-12.

METAL COPING ON MECHANICAL SCREEN WALL. REFER TO 6/A-12.

ROOF CRICKET

FACE OF WALLBELOW - TYPICAL

SOLAR WATER HEATING PANEL BY .03 CONTR., STRUCTURE BY .01., ELECTRICAL BY .04 CONTRACTOR, REFER TOPLUMBING FOR PANEL ORIENTATION

2

A-12

3

A-12

MECHANICALAREA 115 BELOW


STACK VENTS, PENETRATION AND SEALS BY .01 CONTRACTOR

1/2" / 12" 1/2" / 12"

1 1

/2"

/ 12

"

5" ALUMINUM GUTTERS

3" ALUMINUM DOWNSPOUTS TO UNDERGROUND - SEEDETAIL 3/ A-4

3" ALUMINUM DOWNSPOUTSTO UNDERGROUND BY .01 CONTR. SEE DETAIL 3/ A-45" ALUMINUM GUTTERS

3" ALUMINUM DOWNSPOUTS TO UNDERGROUND BY .01 CONTR. - SEE DETAIL 3/ A-4

1 1

/2"

/ 12

"

1 1

/2"

/ 12

"

1 1

/2"

/ 12

"


HIGHWAY INTERSTATE SIDE

4

A-4GUTTER SPLASH GUARD TYP @ CRICKETS

GUTTER SPLASH GUARD TYP @ CRICKETS

66' - 1 3/16" 27' - 10" 66' - 1 1/8"

10

' -

9 5

/8"

32

' -

5 1

/2"

10

' -

9 1

/4"

D.S. D.S.D.S.D.S. D.S. D.S.

4

A-11

CRICKET -METAL OVERINSULATION


VENTILATOR BY HVAC CONTRACTOR, PENETRATION AND SEAL BY GENERAL CONTRACTOR

6

A-12

A-4

5

EQUIPMENTPADS

EQUIPMENTPADS



NOTES:

1. PRE-MOLDED PIPE SEAL MUST HAVE INTACTRIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER

PRE-MOLDED PIPE SEAL -RATED FOR 400º SERVICE

WATER CUT-OFF MASTIC

SEALANT

2 PIECE FLASHING

STAINLESS STEELCLAMPING RING

2. APPLY IN-SEAM SEALANT 1/2" FROM INSIDEEDGE OF PIPE SEAL FLANGE

3. DECK FLANGES OF THE PRE-MOLDED PIPEFLASHING SHALL NOT BE OVERLAPPED,CUT OR APPLIED OVER ANY ANGLE CHANGE

4. INSTALL PIPE PENETRATION BETWEENROOFING PANEL SEAMS.

5. INSTALL SNOW GUARD 12" UPSLOPE FROM PENETRATION.

VENT THRU ROOFBY PLUMBINGCONTRACTOR - TYP

1' -

2 3

/4"

CENTER PIPE BETWEENSTANDING SEAMS

DOWNSPOUT

GRADE

CAST IRON DOWNSPOUT BOOT

COUPLER

CAST IRON SOLID PIPE LONG SWEEP BEND (90 DEGREE) BY GENERAL CONTRACTOR

CLEANOUT ACCESS

SEE CIVIL DRAWINGS FOR CONTINUATION OF STORM

8" GRAVEL BED

GEOTEXTILE FABRIC

12

" M

IN

REFER TO CIVIL FOR INVERT ELEVATIONS.

WOOD BLOCKING BETWEEN SIP & TUBE STEEL

STEEL BEAM

VENTED ALUMINUM SOFFIT

CLEAR ANODIZED ALUMINUMOVER BEAM INSULATION

2"

TY

P

STRUCTURAL INSULATED PANEL

2" STANDING SEAM ROOF

WATERPROOFING UNDERLAYMENT

2x TREATED WOOD FURRING IN HERRINGBONEPATTERN @ 16" O.C.

1/2" TREATED WOOD SHEATHING

2x CONTINUOUS TREATED WOOD BLOCKING

ALUMINUM FASCIA

2x TREATED WOOD FURRING @ 16" O.C.

1' - 0"

2" TYP

EDGE OF SADDLE TO MATCHWIDTH OF GUTTER

4" HIGH SPLASH GUARD

6"

18"

EDGE OF ROOFING

GUTTER

EDGE OF ROOFING

SADDLE

BAR IS ONE (1) INCH LONG ON ORIGINAL

DRAWING:

IF BAR IS NOT ONE (1) INCH LONG, ADJUST

SCALE ACCORDINGLY

10

VERIFY SCALE

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE


Date Consultant's SignatureProfessional's Signature Date


AS-BUILT REVISIONS

DEPARTMENT OF GENERAL SERVICESCOMMONWEALTH OF PENNSYLVANIA

PROJECT NO. D.G.S. 251-45 PHASE 1


MPP/ BJD 03/05/2019

AS NOTEDREF


PENNSYLVANIA


SEALSEAL

A-4

ROOF PLAN AND DETAILS

SCALE: 1/8" = 1'-0"A-4

ROOF PLAN1

SCALE: 1 1/2" = 1'-0"A-4

ROOF PENETRATION2SCALE: 1 1/2" = 1'-0"A-4

DOWNSPOUT TO UNDERGROUND STORM3SCALE: 1 1/2" = 1'-0"A-4

BEAM WRAP DETAIL4

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

ROOF PLAN - SADDLE5N

1 ADDENDUM 1

06/12/2019

1

A-11

6

A-11

5


STRUCTURAL INSULATEDPANEL

2x WOOD FURRING IN HERRINGBONEPATTERN @ 16" O.C.

STONE

4" CONC SLAB

2x TREATED CONTINUOUS WOOD BLOCKING

STONE

4" HEATED CONC SLAB

2" RIGID PERIMETER INSULATION

CMU - SEE STRUCTURAL DWGS

REINFORCED CONCRETE FOOTING

VAPOR RETARDER

CLEAR ANODIZED ALUMINUMOVER 2" RIGID INSULATION


ALUMINUM FASCIA

REINFORCED TURNDOWN SLAB

SLOPE 1/4"/FT

BO

TT

OM

OF

FIX

TU

RE

6' -

9 3

/16

"

LOBBY

107




13

' - 1

1 1

/16

"

2x WOOD FURING @ 16" O.C.

CONC SLAB - REFERTO CIVIL FOR CONSTRUCTION

LOBBY

107

A-11

7

STONE

4" CONCRETE SLAB

STONE

4" HEATED CONC SLAB -SLOPED 1/4"/ FT


CMU


VAPOR RETARDER

A-11

6

MIN

2' - 0"

REAR SIDE

TOP OF STEEL

11'- 0 7/16"

A-11

8



2x CONTINUOUSTREATED WOOD BLOCKING

BRICK VENEERW/ ANCHORS AT 16" O.C.

AIRSPACE

2 1/2" RIGID INSULATION

8" CMU WITHANCHORS AT 16" O.C.

STONE

4" CONCRETE SLAB


CMU



VAPOR RETARDER


ALUMINUM FASCIA

116

STORAGE

116

MECHANICAL

AREA

101

A-11

92x WOOD FURRING IN HERRINGBONE PATTERN @ 16" O.C.


2x WOOD FURRING @ 16" O.C.

HVAC UNIT BY HVAC CONTRACTOR

DUCTWORK BY HVAC CONTRACTOR

PROVIDE END DAM FLASHING @ THRU WALL PENETRATIONS

1

1' - 3 1/4"

TO

P O

F M

AS

ON

RY

8' -

0"

METAL CLIP W/ FASTENERS

OFFSET CLEAT W/ FASTENERS

FILL END OF SEAMS WITHURETHANE SEALANT -COLORED TO MATCH PANEL

STAINLESS STEEL VALLEY TRIM


PREFINISHED STANDINGSEAM METAL ROOF PANEL


4"

VENTED ALUMINUM SOFFIT WOOD CEILING

WOOD BLOCKING BETWEENSIP AND TUBE STEEL

EXTERIOR LOBBY INTERIOR

2x WOOD BLOCKING


4"

METAL OVER 1/2" PROTECTION BOARD OVER TAPERED INSULATION

2x WOOD BLOCKING

STEEL ANGLE. REFER TO STRUCTURAL DRAWINGS.

TOP OF STEEL

11'- 0 7/16"

WOOD BLOCKINGWOOD CEILING

CLEAR ANODIZED ALUMINUM OVER BEAM INSULATION

WOOD BLOCKING BETWEEN SIP AND TUBE STEEL








SLOPE ALUM FLASHING W/ HEMMED DRIP EDGE

4" BRICK VENEER

BEVELED 2xTREATED WOOD BLOCKING

AIRSPACE


5/4" PTD WOOD TRIM

ALUM STOREFRONT SYSTEM

SEALANT

SEALANT

STEEL ANGLE

BOND BEAM

111 1/4"

1 1/2" 4 1/2"

1 1/4"

4"

SEALANT

1/4

"

4"

STONE

4" CONC SLAB

STONE

4" HEATED CONC SLAB

VAPOR RETARDER

1/2" SLAB ISOLATIONJOINT FILLER

CURTAINWALL

PERIMETER INSULATION

OUTSIDE INSIDE

12" LONG, #4 BARS AT 12" O.C.

ALUMINUM SOFFIT

WOOD BLOCKING

PRE-FINISHEDSTEEL ANGLE.SEE STRUCTURAL DRAWINGS

PREFINISHED ALUM TRIM

3"

CLEAR2 1/4"

5/4"x 4" WOOD TRIM- FINISH & SPECIES TOMATCH CLG.






1

PAINT TUBE STEEL PRIORTO GLAZING



2x CONTINUOUSTREATEDWOOD BLOCKING

BRICK VENEER WITH ANCHORS AT 16" O.C.

AIRSPACE


8" CMU WITHANCHORS AT 16" 0.C.

STONE

4" SEALED CONCRETE SLAB





VAPOR RETARDER


ALUMINUM FASCIA

AIRSPACE

2" RIGID INSULATION

6" CMU

WOOD BLOCKING

WOOD BLOCKING

STEEL ANGLE

RIGID INSULATION




STORAGE

116

MECHANICAL

AREA

101

STAINLESS STEEL DRIP W/ HEMMED EDGE

WEEP HOLE @ 24" O.C. (MIN)

THRU-WALL FLASHING

MORTAR NET

TERMINATION BAR W/ SEALANT @ CMU

WEATHER BARRIER

PROVIDE METAL WRAP@ PENETRATION

GROUT SOLID

8"

1

1' - 3 1/4"

OVERLAP FLASHING 16" EA.SIDE OF PENETRATION W/END DAMS

SEAL FLANGE, FULL PERIMETER OF OPENING

TO

P O

F B

RIC

K

8' -

0"

SEE STRUCTURAL DOCSFOR SIZE AND FASTNERS FOR DEFLECTION TRACK

11


DRAWING:


SCALE ACCORDINGLY

10

VERIFY SCALE

SCALECHECKED BY





AS-BUILT REVISIONS




MPP/ BJD 03/05/2019

AS NOTEDREF


PENNSYLVANIA


SEALSEAL

A-11

SECTIONS

SCALE: 3/4" = 1'-0"A-11

WALL SECTION - INTERSTATE SIDE1SCALE: 3/4" = 1'-0"A-11

WALL SECTION - REAR SIDE2SCALE: 3/4" = 1'-0"A-11

WALL SECTION THRU AL-83

SCALE: 1 1/2" = 1'-0"A-11

SIP - VALLEY DETAIL7SCALE: 1 1/2" = 1'-0"A-11

DETAIL5SCALE: 1 1/2" = 1'-0"A-11

TYP SILL DETAIL8SCALE: 1 1/2" = 1'-0"A-11

DETAIL6

SCALE: 1 1/2" = 1'-0"A-11

DETAIL9

SCALE: 3/4" = 1'-0"A-11

WALL SECTION THRU AL-8 SPANDREL4

N

1

1

1 ADDENDUM 1

06/12/2019

I

-

8

1

S

O

U

T

H

B

O

U

N

D

S

O

U

T

H

B

O

U

N

D

L

A

N

E

S

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

COM.

VAULT

N/F

BRADLEY T. & BARBARA A. SHUTT


PARCEL ID. 25-010-012

N

E

W

R

E

S

T

A

R

E

A

F

A

C

I

L

I

T

Y

5

,

3

3

5

±

S

Q

.

F

T

.

F

.

F

.

E

L

E

V

.

=

5

2

3

.

0

0

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

l

l

l

l

l

l

l

S

A

N

S

A

N

S

A

N

XX

X

X

X

X

X

X

X

X

X

DOG AREA

251-46 LIMIT OF CONTRACT

LINE



LAWN

SOD

LAWN

LAWN

LAWN

SOD

LAWN

LAWN

LAWN

M

E

C

H

P

A

D

&

E

N

C

L

.

M

E

C

H

P

A

D

&

E

N

C

L

.

X

X

X

X

4

9

0

X

X

X

S

O

U

T

H

B

O

U

N

D

4

9

0

LIMITS OF

FUTURE PAVING,

CURB, GATES, & BUILDING

(N.I.C.)

S

T

O

R

A

G

E

/

M

A

I

N

T

.

F

A

C

I

L

I

T

Y

(

4

0

'

X

6

0

'

)

SWM BASIN 1

SWM BASIN 2

U

/

E

U

/

E

U

/

E

CONTRACTOR TRAILER

& LAYDOWN AREA

FINAL LOCATION TO BE

APPROVED BY THE DEPARTMENT

X

X

S

A

N


LINE


BASIN OUTLET STRUCTURE

(SEE DETAIL 10/C11, 11/C11,

BMP: STORMWATER

INFILTRATION BASIN

(SEE DETAIL 7/C-71)

BMP: SPECIALTY SEED MIX AT

RETENTION BASIN BOTTOM

(SEE NOTES SHT. C65)

6FT HERITAGE RIVER BIRCH

(SEE LANDSCAPE PLAN

FOR FURTHER INFORMATION)

o

o

o

o

Billboard

482

4

8

3

N/F

Eugene Kristel Inst.

20070006890

N/F

Robert E. Latsha Jr.

& Rebecca Mazzaro

DB 3171-312

N/F

CLIFFORD A. JR. & SANDRA L. RIGGS

DB 101-503

N/F

BNG ASSOCIATES

DB 3501-105

N/F

BNG ASSOCIATES

DB 3501-105

Sewer MH

Rim 473.61

Inv 463.37

D

D

D

D

D

D

D

D

D

D

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

S

S

O

U

T

H

B

O

U

N

D

L

A

N

E

S

I

-

8

1

S

O

U

T

H

B

O

U

N

D

S

h

e

lls

C

h

u

rc

h

R

o

a

d

(T

-5

2

3

)

E

E

E

E

E

E

E

E

E

S

MRH

AS SHOWN

SCALE

SCALECHECKED BY

DRAWING NO.

DRAWN BY

DATE



SEALSEAL

SITE 48, I-81 SOUTH BOUND


PENNSYLVANIA


AS-BUILT REVISIONS





320 N. GEORGE ST.

YORK, PA 17401

(717) 845.8383

I:\Jobs 2008\2008.0231.05\04 C

ivil\D

esign D

ocum

ents\D

esign-P

erm

it D

ocum

ents\A

ctive\Interim

-F

inal C

Ds - 2018 revisions\2008023105_S

B_C

D 3D

.dw

g 09/19/18 8:58.58 A

M E

ST

C-3D

SITE LAYOUT PLAN BASE BID 1

09/19/2018

DAK

00 50' 100'

SCALE: 1" = 50'

GENERAL NOTES

1. REFER TO PLAN SHEET C-7 FOR IDENTIFICATION OF ALL PROPOSED SITE SIGNAGE.

2. N.I.C. = NOT IN CONTRACT

3. ELECTRIC LINES AND FACILITES ARE SUBJECT TO FIRST ENERGY CORP. (GPU ENERGY)

RIGHTS-OF-WAY AND RESTRICTIONS THEREOF. AUTHORIZATION FROM FIRST ENERGY CORP. (GPU

ENERGY) SHALL BE ESTABLISHED PRIOR TO ANY WORK WITHIN 20' OF ELECTRIC FACILITIES.

STANDARD ASPHALT PAVEMENT

CONCRETE PAVEMENT

HEAVY DUTY ASPHALT PAVEMENT

M

A

T

C

H

L

I

N

E

B

M

A

T

C

H

L

I

N

E

B

N




INCH LONG, ADJUST

SCALE ACCORDINGLY

10

VERIFY SCALE


BASE BID 1

AS SHOWN

GRADING, STORMWATER AND UTILITIES TO BE INSTALLED PER

PERMITTED DOCUMENTS

11/13/201310/13/201803/05/201904/26/201903/05/2019

8" VERTICAL CURB EN

TREATMENT

8" VERTICAL CURB EN

TREATMENT

8" VERTICAL CURB EN

TREATMENT

8" VERTICAL CURB EN

TREATMENT

1

1

1 ADDENDUM 1

06/12/2019

WELL HEAD

D

D

I

-

8

1

S

O

U

T

H

B

O

U

N

D

S

O

U

T

H

B

O

U

N

D

L

A

N

E

S

U/E

U/E

U/E

U/E

U/E

U/E

U/E

U/E

U/E

U/E

U

/

E

U

/

E

U

/

E

U

/

E

U

/E

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

D

D

COM.

VAULT

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

L

O

C

A

T

E

D

F

R

O

M

A

S

-

B

U

I

L

T

D

R

A

W

I

N

G

S

N/F

BRADLEY T. & BARBARA A. SHUTT


PARCEL ID. 25-010-012

B.M.

P

R

O

P

E

R

T

Y

/

H

I

G

H

W

A

Y

R

I

G

H

T

-

O

F

-

W

A

Y

L

I

N

E

P

R

O

P

E

R

T

Y

/

H

I

G

H

W

A

Y

R

I

G

H

T

-

O

F

-

W

A

Y

L

I

N

E

D

D

D

D

D

D

D

D

N

E

W

R

E

S

T

A

R

E

A

F

A

C

I

L

I

T

Y

5

,

3

3

5

±

S

Q

.

F

T

.

F

.

F

.

E

L

E

V

.

=

5

2

3

.

0

0

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

U

/

T

W

W

X

X

X

X

X

X

X

X

X

X

X

X

l

l

l

l

l

l

l

D

MH-B2

I-C1

I-C2 (WQ)

HW-C1

I-D1 (WQ)

HW-D1

D

I-E1 (WQ)

HW-E1

D

I-F1

D

MH-F1

I-F2

I-F3

I-F4

I-F5 (WQ)

HW-F1

I-B7

I-B1

I-B2 (WQ)

HW-B1

D

EX. I-A1

D

EX. I-A2

D

EX. I-A4

D

EX. I-A5

D

D

D

D

D

D

EX. I-A3

D

D

D

D

D

EX. MH

S

M

H

-

3

S

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

EX. I-B1

EX. I-B3

D

D

D

D

EX. I-B2

XX

X

X

X

X

X

X

X

X

X

D

D

OS-1

I-A1

S

SAN. MH-1

S

SAN. MH-2

S

A

N

S

A

N

S

S

A

N

.

M

H

-

3

S

A

N

S

A

N

S

A

N

S

SAN. MH-4

SAN

SAN

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

W

W

W

D

MH-B1

I-B3 (WQ)

8

"

∅ PV

C

8" ∅ PVC

8

"

∅ PV

C

8

"

P

V

C

8

"

∅ P

V

C

15" ∅ RCP

1

8

"

R

C

P

15" RCP

SANITARY SEWER TIE IN POINT

(STRUCTURE TO REMAIN, MODIFY AS NEEDED)

HW-A1


LINE



LINE


M

E

C

H

P

A

D

&

E

N

C

L

.

M

E

C

H

P

A

D

&

E

N

C

L

.

LOOP DETECTION

FOR BUSES

I-B9

I-B8

SSWR MANHOLE TYP.

(SEE RC39/C18-20)

EMERGENCY SPILLWAY


NEW WELL TREATMENT

BUILDING FF 519.25

NEW WATER TANK &

TREATMENT SYSTEM

BY GC

X

X

X

X

B

U

S

L

O

A

D

IN

G

STORM SEWER

TIE IN POINT

MODIFY BOX

AS NEEDED

X

X

X

X

X

X

S

O

U

T

H

B

O

U

N

D

L

A

N

E

S

I

-

8

1

S

O

U

T

H

B

O

U

N

D

LIMITS OF

FUTURE PAVING,

CURB, GATES, & BUILDING

(N.I.C.)

S

T

O

R

A

G

E

/

M

A

I

N

T

.

F

A

C

I

L

I

T

Y

(

4

0

'

X

6

0

'

)

TELEPHONE SERVICE

CONNECTION

AT EXISTING TELEPHONE

SERVICE PEDESTAL

BY EC

BEGIN PAVEMENT

RECONSTRUCTION

DUMPSTER PAD

W/ PVC SCREEN

FENCE ENCLOSURE

(SEE 13/C11, 16/C-11, 17/C-11)

SLIDE GATE

(N.I.C.)

SLIDE GATE

(N.I.C.)

6' WIDE GATE

W/ PAD LOCK

(SEE RC61/C-41)

4' HIGH FENCE

W/ 6' WIDE DOUBLE

LEAF GATE W/ TRASH

& ASH RECEPTACLES

(SEE DETAILS 1 & 2/C-4)

6' WIDE GATE

(SEE RC61/C-38 - C-40)

LOCATION OF TYPE 1

RIGHT-OF-WAY FENCE

(SEE RC60/C-38 - C-40)

12' WIDE DOUBLE

LEAF VEHICLE GATE

W/ PAD LOCK & BASIN

WARNING SIGN


6' WIDE GATE

W/ PAD LOCK


EMERGENCY SPILLWAY


NEW FENCE TIE-IN

TO EXISTING FENCE

NEW FENCE TIE-IN

TO EXISTING FENCE

BASIN EMBANKMENT

(SEE DETAIL 8/C12, 2/C12,

3/C-12)

6' WIDE GATE

W/ PAD LOCK


I-F6

D

I-B4

I-F7

I-B5

I-B6

I-F8

SWM BASIN 1

SWM BASIN 2

ASPHALT SHOULDER

ASPHALT PATH

(SEE DETAIL 9/C-11)

8' CHAIN LINK FENCE


8' CHAIN LINK FENCE


D

D

D

D

D

D

D

D

D

D

B

U

S

L

O

A

D

IN

G

12' WIDE DOUBLE

LEAF VEHICLE GATE

W/ PAD LOCK & BASIN

WARNING SIGN

(SEE RC61/C-41)

D

OS-2

BASIN EMBANKMENT

(SEE DETAIL 8/C-12, 2/C-12,

3/C-12)

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

DS

DS

DS

DS

DS

DS

DS

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

INSTALL NEW PUMP TO MATCH

EXISTING PUMP SPECS AND

INSTALL A NEW LOCKABLE

SECURE WELL CAP, EXTEND

WELL CASING AS NEEDED BY

GC (USING AGENCY TO

SUPPLY LOCK)

S

1

5

" ∅ R

C

P

15" ∅

RCP

1

8

" ∅ R

C

P

1

5

"

∅ RCP

1

5

" ∅ R

C

P

1

5

"

∅ RC

P

1

5

"

∅

RCP

1

5

"

∅ RCP

1

5

"

∅ R

C

P

1

5

"

∅ RC

P

1

5

"

∅ RC

P

1

5

"

∅ RC

P

1

5

"

∅ RC

P

1

8

"

∅ RC

P

15" ∅

RCP

15" ∅

RCP

15" ∅

RCP

18" ∅

RCP

1

5

" ∅

RCP

1

5

"

∅ R

C

P

1

5

"

∅ RC

P

15" ∅

RCP

1

5

"

∅ R

C

P

15" ∅ RCP

6

"

C

P

V

C

3

"

C

P

V

C

1

5

"

∅ R

C

P

1

8

"

∅ RC

P

1

5

"

∅ RC

P

U/E

U/E

U/E

U/E

U/E

U

/

E

EXISTING TRANSFORMER TO BE

REMOVED AND CONVERTED

INTO PULL BOX BY EC.

SINGLE PHASE ELECTRIC

SERVICE EXTENDED FROM

TRANSFORMER TO BUILDING

BY POWER COMPANY

PROPOSED SINGLE

PHASE ELECTRICAL

TRANSFORMER BY EC.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TEMPORARY 6'

SECURITY FENCE

TEMPORARY 6'

SECURITY FENCE

TEMPORARY 6'

SECURITY FENCE

GATE

GATE

U/E

P

R

O

P

E

R

T

Y

/

H

I

G

H

W

A

Y

R

I

G

H

T

-

O

F

-

W

A

Y

L

I

N

E

S

X

X

EX. MH

S

A

N

G

G

o

o

o

o

S

S

S

S

Met Ed

30106

38244

38230

30056

Met Ed

Pole

4883-6

Pole

283-15

Inv 468.02

TG 473.66

TG 469.29

Inv 463.43

Inv 463.53

TG 481.86

Inv 477.06

Billboard

Inv 459.74

482

4

8

3

N/F

Eugene Kristel Inst.

20070006890

N/F

Robert E. Latsha Jr.

& Rebecca Mazzaro

DB 3171-312

N/F

CLIFFORD A. JR. & SANDRA L. RIGGS

DB 101-503

N/F

BNG ASSOCIATES

DB 3501-105

N/F

BNG ASSOCIATES

DB 3501-105

Sewer MH

Rim 473.61

Inv 463.37

Storm MH

Rim 472.88

Inv 464.33

Met Ed

30060

38237

T

T

D

D

D

D

D

D

D

D

D

D

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

S

S

O

U

T

H

B

O

U

N

D

L

A

N

E

S

I

-

8

1

S

O

U

T

H

B

O

U

N

D

S

h

e

lls

C

h

u

rc

h

R

o

a

d

(T

-5

2

3

)

E

E

E

E

E

E

E

E

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

U

/

E

S

X

MRH

AS SHOWN

SCALE

SCALECHECKED BY

DRAWING NO.

DRAWN BY

DATE



SEALSEAL



PENNSYLVANIA


AS-BUILT REVISIONS





320 N. GEORGE ST.

YORK, PA 17401

(717) 845.8383

I:\Jobs 2008\2008.0231.05\04 C

ivil\D

esign D

ocum

ents\D

esign-P

erm

it D

ocum

ents\A

ctive\1-M

inor M

odification\2008.0231.05_C

_S

B.dw

g 04/10/19 3:38.28 P

M E

ST

C-5

UTILITY PLAN

09/19/2018

DAK

00 50' 100'

SCALE: 1" = 50'

GENERAL NOTES

1. ELECTRIC LINES AND FACILITES ARE SUBJECT TO FIRST ENERGY CORP. (GPU ENERGY)

RIGHTS-OF-WAY AND RESTRICTIONS THEREOF. AUTHORIZATION FROM FIRST ENERGY CORP. (GPU

ENERGY) SHALL BE ESTABLISHED PRIOR TO ANY WORK WITHIN 20' OF ELECTRIC FACILITIES.

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

N




INCH LONG, ADJUST

SCALE ACCORDINGLY

10

VERIFY SCALE

GC

EC, PC

All work on this Drawing is to

be included by the ____,

except work noted to be by:

____________

1 PER REVISED ELECTRIC DESIGN05/31/2018


03/05/201904/26/201903/05/2019

2 ADDENDUM 1

PC

2

06/12/2019

2

1

A-10

2

A-10

2" STANDING SEAM METAL ROOF SYSTEM OVER WATERPROOFING UNDERLAYMENT ON STRUCTURAL INSULATED PANELS

SNOW GUARD, TYP. SEE 8/A-12.


ROOF CRICKET

FACE OF WALLBELOW - TYPICAL


2

A-12

3

A-12




1/2" / 12" 1/2" / 12"

1 1

/2"

/ 12

"

5" ALUMINUM GUTTERS

3" ALUMINUM DOWNSPOUTS TO UNDERGROUND - SEEDETAIL 3/ A-4

3" ALUMINUM DOWNSPOUTSTO UNDERGROUND BY .01 CONTR. SEE DETAIL 3/ A-45" ALUMINUM GUTTERS


1 1

/2"

/ 12

"

1 1

/2"

/ 12

"

1 1

/2"

/ 12

"



4

A-4GUTTER SPLASH GUARD TYP @ CRICKETS

GUTTER SPLASH GUARD TYP @ CRICKETS

66' - 1 3/16" 27' - 10" 66' - 1 1/8"

10

' -

9 5

/8"

32

' -

5 1

/2"

10

' -

9 1

/4"

D.S. D.S.D.S.D.S. D.S. D.S.

4

A-11

CRICKET -METAL OVERINSULATION


VENTILATOR BY HVAC CONTRACTOR, PENETRATION AND SEAL BY GENERAL CONTRACTOR

6

A-12

A-4

5

EQUIPMENTPADS

EQUIPMENTPADS



NOTES:

1. PRE-MOLDED PIPE SEAL MUST HAVE INTACTRIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER

PRE-MOLDED PIPE SEAL -RATED FOR 400º SERVICE

WATER CUT-OFF MASTIC

SEALANT

2 PIECE FLASHING

STAINLESS STEELCLAMPING RING

2. APPLY IN-SEAM SEALANT 1/2" FROM INSIDEEDGE OF PIPE SEAL FLANGE

3. DECK FLANGES OF THE PRE-MOLDED PIPEFLASHING SHALL NOT BE OVERLAPPED,CUT OR APPLIED OVER ANY ANGLE CHANGE

4. INSTALL PIPE PENETRATION BETWEENROOFING PANEL SEAMS.

5. INSTALL SNOW GUARD 12" UPSLOPE FROM PENETRATION.

VENT THRU ROOFBY PLUMBINGCONTRACTOR - TYP

1' -

2 3

/4"

CENTER PIPE BETWEENSTANDING SEAMS

DOWNSPOUT

GRADE

CAST IRON DOWNSPOUT BOOT

COUPLER

CAST IRON SOLID PIPE LONG SWEEP BEND (90 DEGREE) BY GENERAL CONTRACTOR

CLEANOUT ACCESS

SEE CIVIL DRAWINGS FOR CONTINUATION OF STORM

8" GRAVEL BED

GEOTEXTILE FABRIC

12

" M

IN

REFER TO CIVIL FOR INVERT ELEVATIONS.

WOOD BLOCKING BETWEEN SIP & TUBE STEEL

STEEL BEAM



2"

TY

P




2x TREATED WOOD FURRING IN HERRINGBONEPATTERN @ 16" O.C.


2x CONTINUOUS TREATED WOOD BLOCKING

ALUMINUM FASCIA

2x TREATED WOOD FURRING @ 16" O.C.

1' - 0"

2" TYP

EDGE OF SADDLE TO MATCHWIDTH OF GUTTER

4" HIGH SPLASH GUARD

6"

18"

EDGE OF ROOFING

GUTTER

EDGE OF ROOFING

SADDLE


DRAWING:


SCALE ACCORDINGLY

10

VERIFY SCALE

SCALECHECKED BY





AS-BUILT REVISIONS




MPP/ BJD 03/05/2019

AS NOTEDREF



PENNSYLVANIA

SEALSEAL

A-4

ROOF PLAN AND DETAILS

SCALE: 1/8" = 1'-0"A-4

ROOF PLAN1

SCALE: 1 1/2" = 1'-0"A-4

ROOF PENETRATION2SCALE: 1 1/2" = 1'-0"A-4

DOWNSPOUT TO UNDERGROUND STORM3SCALE: 1 1/2" = 1'-0"A-4

BEAM WRAP DETAIL4

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

ROOF PLAN - SADDLE5

1 ADDENDUM 1

06/12/2019

1

N

bdeckPolyLine

bdeckSnapshot

A-11

6

A-11

5




STONE

4" CONC SLAB

2x TREATED CONTINUOUS WOOD BLOCKING

STONE

4" HEATED CONC SLAB




VAPOR RETARDER

CLEAR ANODIZED ALUMINUMOVER 2" RIGID INSULATION


ALUMINUM FASCIA

REINFORCED TURNDOWN SLAB

SLOPE 1/4"/FT

BO

TT

OM

OF

FIX

TU

RE

6' -

9 3

/16

"

LOBBY

107




13

' - 1

1 1

/16

"

2x WOOD FURING @ 16" O.C.

CONC SLAB - REFERTO CIVIL FOR CONSTRUCTION

LOBBY

107

A-11

7

STONE

4" CONCRETE SLAB

STONE

4" HEATED CONC SLAB -SLOPED 1/4"/ FT


CMU


VAPOR RETARDER

A-11

6

MIN

2' - 0"

REAR SIDE

TOP OF STEEL

11'- 0 7/16"

A-11

8



2x CONTINUOUSTREATED WOOD BLOCKING

BRICK VENEERW/ ANCHORS AT 16" O.C.

AIRSPACE


8" CMU WITHANCHORS AT 16" O.C.

STONE

4" CONCRETE SLAB


CMU



VAPOR RETARDER


ALUMINUM FASCIA

116

STORAGE

116

MECHANICAL

AREA

101

A-11

92x WOOD FURRING IN HERRINGBONE PATTERN @ 16" O.C.



HVAC UNIT BY HVAC CONTRACTOR

DUCTWORK BY HVAC CONTRACTOR

PROVIDE END DAM FLASHING @ THRU WALL PENETRATIONS

1

1' - 3 1/4"

TO

P O

F M

AS

ON

RY

8' -

0"

METAL CLIP W/ FASTENERS

OFFSET CLEAT W/ FASTENERS

FILL END OF SEAMS WITHURETHANE SEALANT -COLORED TO MATCH PANEL

STAINLESS STEEL VALLEY TRIM


PREFINISHED STANDINGSEAM METAL ROOF PANEL


4"

VENTED ALUMINUM SOFFIT WOOD CEILING

WOOD BLOCKING BETWEENSIP AND TUBE STEEL

EXTERIOR LOBBY INTERIOR

2x WOOD BLOCKING


4"

METAL OVER 1/2" PROTECTION BOARD OVER TAPERED INSULATION

2x WOOD BLOCKING

STEEL ANGLE. REFER TO STRUCTURAL DRAWINGS.

TOP OF STEEL

11'- 0 7/16"

WOOD BLOCKINGWOOD CEILING


WOOD BLOCKING BETWEEN SIP AND TUBE STEEL








SLOPE ALUM FLASHING W/ HEMMED DRIP EDGE

4" BRICK VENEER

BEVELED 2xTREATED WOOD BLOCKING

AIRSPACE


5/4" PTD WOOD TRIM

ALUM STOREFRONT SYSTEM

SEALANT

SEALANT

STEEL ANGLE

BOND BEAM

111 1/4"

1 1/2" 4 1/2"

1 1/4"

4"

SEALANT

1/4

"

4"

STONE

4" CONC SLAB

STONE

4" HEATED CONC SLAB

VAPOR RETARDER

1/2" SLAB ISOLATIONJOINT FILLER

CURTAINWALL

PERIMETER INSULATION

OUTSIDE INSIDE

12" LONG, #4 BARS AT 12" O.C.

ALUMINUM SOFFIT

WOOD BLOCKING

PRE-FINISHEDSTEEL ANGLE.SEE STRUCTURAL DRAWINGS

PREFINISHED ALUM TRIM

3"

CLEAR2 1/4"

5/4"x 4" WOOD TRIM- FINISH & SPECIES TOMATCH CLG.






1

PAINT TUBE STEEL PRIORTO GLAZING



2x CONTINUOUSTREATEDWOOD BLOCKING

BRICK VENEER WITH ANCHORS AT 16" O.C.

AIRSPACE


8" CMU WITHANCHORS AT 16" 0.C.

STONE

4" SEALED CONCRETE SLAB





VAPOR RETARDER


ALUMINUM FASCIA

AIRSPACE

2" RIGID INSULATION

6" CMU

WOOD BLOCKING

WOOD BLOCKING

STEEL ANGLE

RIGID INSULATION




STORAGE

116

MECHANICAL

AREA

101

STAINLESS STEEL DRIP W/ HEMMED EDGE

WEEP HOLE @ 24" O.C. (MIN)

THRU-WALL FLASHING

MORTAR NET

TERMINATION BAR W/ SEALANT @ CMU

WEATHER BARRIER

PROVIDE METAL WRAP@ PENETRATION

GROUT SOLID

8"

1

1' - 3 1/4"

OVERLAP FLASHING 16" EA.SIDE OF PENETRATION W/END DAMS

SEAL FLANGE, FULL PERIMETER OF OPENING

TO

P O

F B

RIC

K

8' -

0"

SEE STRUCTURAL DOCSFOR SIZE AND FASTNERS FOR DEFLECTION TRACK

11


DRAWING:


SCALE ACCORDINGLY

10

VERIFY SCALE

SCALECHECKED BY





AS-BUILT REVISIONS




MPP/ BJD 03/05/2019

AS NOTEDREF



PENNSYLVANIA

SEALSEAL

A-11

SECTIONS

SCALE: 3/4" = 1'-0"A-11

WALL SECTION - INTERSTATE SIDE1SCALE: 3/4" = 1'-0"A-11

WALL SECTION - REAR SIDE2SCALE: 3/4" = 1'-0"A-11

WALL SECTION THRU AL-83

SCALE: 1 1/2" = 1'-0"A-11

SIP - VALLEY DETAIL7SCALE: 1 1/2" = 1'-0"A-11

DETAIL5SCALE: 1 1/2" = 1'-0"A-11

TYP SILL DETAIL8SCALE: 1 1/2" = 1'-0"A-11

DETAIL6

SCALE: 1 1/2" = 1'-0"A-11

DETAIL9

SCALE: 3/4" = 1'-0"A-11

WALL SECTION THRU AL-8 SPANDREL4

1

1

1 ADDENDUM 1

06/12/2019

N

bdeckPolyLine

bdeckSnapshot

DGS 251-45 Phase 1 - C-3D Addendum NorhtboundDGS 251-45 Phase 1 - C-5 Addendum NorthboundDGS 251-45 Phase 1 - A-4 Addendum 1 NorthDGS 251-45 Phase 1 - A-11 Addendum 1 NorthC-3 Addendum SouthboundC-5 Addendum SouthboundDGS 251-46 Phase 1 - A-4 Addendum 1 SouthDGS 251-46 Phase 1 - A-11 Addendum 1 South

addendum no. 1 on project no. dgs c-0251-0045 phase 001 … · 2019. 6. 12. · dgs...

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