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
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
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.
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
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
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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
DEED BOOK 5063, PAGE 555
TAX PARCEL 25-010-073
LOT NO. 7
PLAN BOOK O, VOLUME 7, PAGE 9
N/F
LAWRENCE A. & CHRISTEN M. COOKE
DEED BOOK 5347, PAGE 611
TAX PARCEL 25-010-074
LOT NO. 8
PLAN BOOK O, VOLUME 7, PAGE 9
N/F
DAVID J. WELLS
TAX PARCEL 25-010.016
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TAX PARCEL 25-010.071
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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
HARRISBURG, 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
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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
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LIMIT OF CONTRACT LINE
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
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SERVICE INSTALLATION BY POWER
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YD-2 (26" X 26")
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/
T
U
/
T
U
/
T
2
4
"
R
C
P
2
4
"
R
C
P
2
4
"
R
C
P
2
4
" R
C
P
2
4
"
R
C
P
24" RCP
24"
RC
P
24" R
CP
30" R
CP
2
4
"
R
C
P
1
5
" R
C
P
15" RCP
1
5
"
R
C
P
15" R
CP
1
5
"
R
C
P
15" R
CP
1
8
"
R
C
P
1
8
"
R
C
P
1
5
"
R
C
P
1
5
" R
C
P
1
5
"
R
C
P
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
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1
4
2
'
L
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L
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-
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-
W
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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
P
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U/T
U/T
5
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'
F
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S
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T
B
A
C
K
LIMIT OF CONTRACT LINE
CONTRACT 251-45
(OFFSET 3' FOR CLARITY)
M
A
T
C
H
L
I
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E
B
-
B
21' - 4" x 60" 3000 GAL. WATER TANK
& CRADLE, TREATMENT SYSTEM &
VAULT
(TO BE REMOVED)
(
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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
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SMH 4S RIM
504.0 INV 491.4
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A
15
44' CHAN. FLOW
15"RCP @ 0.73%
LIMIT OF CONTRACT LINE
CONTRACT 215-45
(OFFSET 3' FOR CLARITY)
ELECUP
I
-
8
1
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O
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B
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D
LIMIT OF CONTRACT LINE
CONTRACT 251-45
(OFFSET 3' FOR CLARITY)
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
HARRISBURG, 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
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
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
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
MECHANICALAREA 101 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
"
3" ALUMINUM DOWNSPOUTS TO UNDERGROUND BY .01 CONTR. - SEE DETAIL 3/ A-4
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
STACK VENTS, PENETRATION AND SEALS BY .01 CONTRACTOR
VENTILATOR BY HVAC CONTRACTOR, PENETRATION AND SEAL BY GENERAL CONTRACTOR
6
A-12
A-4
5
EQUIPMENTPADS
EQUIPMENTPADS
SOLAR WATER HEATING PANEL BY .03 CONTR., STRUCTURE BY .01., ELECTRICAL BY .04 CONTRACTOR, REFER TOPLUMBING FOR PANEL ORIENTATION
METAL COPING ON MECHANICAL SCREEN WALL. REFER TO 6/A-12.
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
DESCRIPTION DESCRIPTION
Date Consultant's SignatureProfessional's Signature Date
HARRISBURG, PENNSYLVANIA
AS-BUILT REVISIONS
DEPARTMENT OF GENERAL SERVICESCOMMONWEALTH OF PENNSYLVANIA
PROJECT NO. D.G.S. 251-45 PHASE 1
RENOVATION OF SAFETY REST AREA
MPP/ BJD 03/05/2019
AS NOTEDREF
EAST HANOVER TOWNSHIP, DAUPHIN COUNTY
PENNSYLVANIA
SITE 47, I-81 NORTH BOUND
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
VENTED ALUMINUM SOFFIT
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
WATERPROOFING UNDERLAYMENT
ALUMINUM FASCIA
REINFORCED TURNDOWN SLAB
SLOPE 1/4"/FT
BO
TT
OM
OF
FIX
TU
RE
6' -
9 3
/16
"
LOBBY
107
HIGHWAY INTERSTATE SIDE
2" STANDING SEAM ROOF
1/2" TREATED WOOD SHEATHING
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
2" RIGID PERIMETER INSULATION
CMU
REINFORCED CONCRETE FOOTING
VAPOR RETARDER
A-11
6
MIN
2' - 0"
REAR SIDE
TOP OF STEEL
11'- 0 7/16"
A-11
8
VENTED ALUMINUM SOFFIT
STRUCTURAL INSULATED PANEL
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
2" RIGID PERIMETER INSULATION
CMU
REINFORCED CONCRETE FOOTING
2" STANDING SEAM ROOF
VAPOR RETARDER
WATERPROOFING UNDERLAYMENT
ALUMINUM FASCIA
116
STORAGE
116
MECHANICAL
AREA
101
A-11
92x WOOD FURRING IN HERRINGBONE PATTERN @ 16" O.C.
5/8" TREATED WOOD SHEATHING
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
WATERPROOFING UNDERLAYMENT
PREFINISHED STANDINGSEAM METAL ROOF PANEL
STRUCTURAL INSULATED PANEL
4"
VENTED ALUMINUM SOFFIT WOOD CEILING
WOOD BLOCKING BETWEENSIP AND TUBE STEEL
EXTERIOR LOBBY INTERIOR
2x WOOD BLOCKING
CLEAR ANODIZED ALUMINUMOVER BEAM INSULATION
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
VENTED ALUMINUM SOFFIT
STRUCTURAL INSULATEDPANEL
2x WOOD FURRING IN HERRINGBONEPATTERN @ 16" O.C.
WATERPROOFING UNDERLAYMENT
2" STANDING SEAM ROOF
1/2" TREATED WOOD SHEATHING
CLEAR ANODIZED ALUMINUM OVER BEAM INSULATION
SLOPE ALUM FLASHING W/ HEMMED DRIP EDGE
4" BRICK VENEER
BEVELED 2xTREATED WOOD BLOCKING
AIRSPACE
2 1/2" RIGID INSULATION
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.
STRUCTURAL INSULATED PANEL
2" STANDING SEAM ROOF
WATERPROOFING UNDERLAYMENT
2x WOOD FURRING IN HERRINGBONEPATTERN @ 16" O.C.
1/2" TREATED WOOD SHEATHING
1
PAINT TUBE STEEL PRIORTO GLAZING
VENTED ALUMINUM SOFFIT
STRUCTURAL INSULATED PANEL
2x CONTINUOUSTREATEDWOOD BLOCKING
BRICK VENEER WITH ANCHORS AT 16" O.C.
AIRSPACE
2 1/2" RIGID INSULATION
8" CMU WITHANCHORS AT 16" 0.C.
STONE
4" SEALED CONCRETE SLAB
2" RIGID PERIMETER INSULATION
CMU - SEE STRUCTURAL DWGS
REINFORCED CONCRETE FOOTING
2" STANDING SEAM ROOF
VAPOR RETARDER
WATERPROOFING UNDERLAYMENT
ALUMINUM FASCIA
AIRSPACE
2" RIGID INSULATION
6" CMU
WOOD BLOCKING
WOOD BLOCKING
STEEL ANGLE
RIGID INSULATION
2x WOOD FURRING IN HERRINGBONEPATTERN @ 16" O.C.
1/2" TREATED WOOD SHEATHING
2x WOOD FURRING @ 16" O.C.
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
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
DESCRIPTION DESCRIPTION
Date Consultant's SignatureProfessional's Signature Date
HARRISBURG, PENNSYLVANIA
AS-BUILT REVISIONS
DEPARTMENT OF GENERAL SERVICESCOMMONWEALTH OF PENNSYLVANIA
PROJECT NO. D.G.S. 251-45 PHASE 1
RENOVATION OF SAFETY REST AREA
MPP/ BJD 03/05/2019
AS NOTEDREF
EAST HANOVER TOWNSHIP, DAUPHIN COUNTY
PENNSYLVANIA
SITE 47, I-81 NORTH BOUND
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
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B
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D
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/
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U
/
T
U
/
T
U
/
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U
/
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U
/
T
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/
T
U
/
T
U
/
T
U
/
T
U
/
T
U
/
T
COM.
VAULT
N/F
BRADLEY T. & BARBARA A. SHUTT
DEED BOOK 5267, PAGE 227
PARCEL ID. 25-010-012
N
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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
(OFFSET 3' FOR CLARITY)
(OFFSET 3' FOR CLARITY)
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
251-46 LIMIT OF CONTRACT
LINE
(OFFSET 3' FOR CLARITY)
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
DESCRIPTION DESCRIPTION
Date Consultant's SignatureProfessional's Signature Date
SEALSEAL
SITE 48, I-81 SOUTH BOUND
EAST HANOVER TOWNSHIP, DAUPHIN COUNTY
PENNSYLVANIA
HARRISBURG, PENNSYLVANIA
AS-BUILT REVISIONS
DEPARTMENT OF GENERAL SERVICES
COMMONWEALTH OF PENNSYLVANIA
PROJECT NO. D.G.S. 251-46 Phase 1
RENOVATION OF SAFETY REST AREA
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
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
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
DEED BOOK 5267, PAGE 227
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
251-46 LIMIT OF CONTRACT
LINE
(OFFSET 3' FOR CLARITY)
251-46 LIMIT OF CONTRACT
LINE
(OFFSET 3' FOR CLARITY)
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
(SEE DETAIL 12/C-12)
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
(SEE DETAILS 1 & 2/C-4)
6' WIDE GATE
W/ PAD LOCK
(SEE DETAILS 1 & 2/C-4)
EMERGENCY SPILLWAY
(SEE DETAIL 12/C-12)
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
(SEE DETAILS 1 & 2/C-4)
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
(SEE DETAILS 1 & 2/C-4)
8' CHAIN LINK FENCE
(SEE DETAILS 1 & 2/C-4)
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
DESCRIPTION DESCRIPTION
Date Consultant's SignatureProfessional's Signature Date
SEALSEAL
SITE 48, I-81 SOUTH BOUND
EAST HANOVER TOWNSHIP, DAUPHIN COUNTY
PENNSYLVANIA
HARRISBURG, PENNSYLVANIA
AS-BUILT REVISIONS
DEPARTMENT OF GENERAL SERVICES
COMMONWEALTH OF PENNSYLVANIA
PROJECT NO. D.G.S. 251-46 Phase 1
RENOVATION OF SAFETY REST AREA
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
BAR IS ONE (1) INCH LONG
ON ORIGINAL DRAWING:
IF BAR IS NOT ONE (1)
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
ISSUED FOR BIDDING 09/19/2018
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.
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
MECHANICALAREA 101 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
"
3" ALUMINUM DOWNSPOUTS TO UNDERGROUND BY .01 CONTR. - SEE DETAIL 3/ A-4
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
STACK VENTS, PENETRATION AND SEALS BY .01 CONTRACTOR
VENTILATOR BY HVAC CONTRACTOR, PENETRATION AND SEAL BY GENERAL CONTRACTOR
6
A-12
A-4
5
EQUIPMENTPADS
EQUIPMENTPADS
SOLAR WATER HEATING PANEL BY .03 CONTR., STRUCTURE BY .01., ELECTRICAL BY .04 CONTRACTOR, REFER TOPLUMBING FOR PANEL ORIENTATION
METAL COPING ON MECHANICAL SCREEN WALL. REFER TO 6/A-12.
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
DESCRIPTION DESCRIPTION
Date Consultant's SignatureProfessional's Signature Date
HARRISBURG, PENNSYLVANIA
AS-BUILT REVISIONS
DEPARTMENT OF GENERAL SERVICESCOMMONWEALTH OF PENNSYLVANIA
PROJECT NO. D.G.S. 251-46 PHASE 1
RENOVATION OF SAFETY REST AREA
MPP/ BJD 03/05/2019
AS NOTEDREF
EAST HANOVER TOWNSHIP, DAUPHIN COUNTY
SITE 48, I-81 SOUTH BOUND
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
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bdeckSnapshot
A-11
6
A-11
5
VENTED ALUMINUM SOFFIT
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
WATERPROOFING UNDERLAYMENT
ALUMINUM FASCIA
REINFORCED TURNDOWN SLAB
SLOPE 1/4"/FT
BO
TT
OM
OF
FIX
TU
RE
6' -
9 3
/16
"
LOBBY
107
HIGHWAY INTERSTATE SIDE
2" STANDING SEAM ROOF
1/2" TREATED WOOD SHEATHING
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
2" RIGID PERIMETER INSULATION
CMU
REINFORCED CONCRETE FOOTING
VAPOR RETARDER
A-11
6
MIN
2' - 0"
REAR SIDE
TOP OF STEEL
11'- 0 7/16"
A-11
8
VENTED ALUMINUM SOFFIT
STRUCTURAL INSULATED PANEL
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
2" RIGID PERIMETER INSULATION
CMU
REINFORCED CONCRETE FOOTING
2" STANDING SEAM ROOF
VAPOR RETARDER
WATERPROOFING UNDERLAYMENT
ALUMINUM FASCIA
116
STORAGE
116
MECHANICAL
AREA
101
A-11
92x WOOD FURRING IN HERRINGBONE PATTERN @ 16" O.C.
5/8" TREATED WOOD SHEATHING
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
WATERPROOFING UNDERLAYMENT
PREFINISHED STANDINGSEAM METAL ROOF PANEL
STRUCTURAL INSULATED PANEL
4"
VENTED ALUMINUM SOFFIT WOOD CEILING
WOOD BLOCKING BETWEENSIP AND TUBE STEEL
EXTERIOR LOBBY INTERIOR
2x WOOD BLOCKING
CLEAR ANODIZED ALUMINUMOVER BEAM INSULATION
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
VENTED ALUMINUM SOFFIT
STRUCTURAL INSULATEDPANEL
2x WOOD FURRING IN HERRINGBONEPATTERN @ 16" O.C.
WATERPROOFING UNDERLAYMENT
2" STANDING SEAM ROOF
1/2" TREATED WOOD SHEATHING
CLEAR ANODIZED ALUMINUM OVER BEAM INSULATION
SLOPE ALUM FLASHING W/ HEMMED DRIP EDGE
4" BRICK VENEER
BEVELED 2xTREATED WOOD BLOCKING
AIRSPACE
2 1/2" RIGID INSULATION
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.
STRUCTURAL INSULATED PANEL
2" STANDING SEAM ROOF
WATERPROOFING UNDERLAYMENT
2x WOOD FURRING IN HERRINGBONEPATTERN @ 16" O.C.
1/2" TREATED WOOD SHEATHING
1
PAINT TUBE STEEL PRIORTO GLAZING
VENTED ALUMINUM SOFFIT
STRUCTURAL INSULATED PANEL
2x CONTINUOUSTREATEDWOOD BLOCKING
BRICK VENEER WITH ANCHORS AT 16" O.C.
AIRSPACE
2 1/2" RIGID INSULATION
8" CMU WITHANCHORS AT 16" 0.C.
STONE
4" SEALED CONCRETE SLAB
2" RIGID PERIMETER INSULATION
CMU - SEE STRUCTURAL DWGS
REINFORCED CONCRETE FOOTING
2" STANDING SEAM ROOF
VAPOR RETARDER
WATERPROOFING UNDERLAYMENT
ALUMINUM FASCIA
AIRSPACE
2" RIGID INSULATION
6" CMU
WOOD BLOCKING
WOOD BLOCKING
STEEL ANGLE
RIGID INSULATION
2x WOOD FURRING IN HERRINGBONEPATTERN @ 16" O.C.
1/2" TREATED WOOD SHEATHING
2x WOOD FURRING @ 16" O.C.
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
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
DESCRIPTION DESCRIPTION
Date Consultant's SignatureProfessional's Signature Date
HARRISBURG, PENNSYLVANIA
AS-BUILT REVISIONS
DEPARTMENT OF GENERAL SERVICESCOMMONWEALTH OF PENNSYLVANIA
PROJECT NO. D.G.S. 251-46 PHASE 1
RENOVATION OF SAFETY REST AREA
MPP/ BJD 03/05/2019
AS NOTEDREF
EAST HANOVER TOWNSHIP, DAUPHIN COUNTY
SITE 48, I-81 SOUTH BOUND
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
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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