1-26-28-4215 Plan.pdf
PDF 2 MB Posted
- Attached to
- Belmont Hills Fire Company Exterior Repairs
- Solicitation number
- Not on record
- Issued by
- Montgomery County, Pennsylvania
About this file
This is a bidding plan document for the Township of Lower Merion, Pennsylvania, for the Township Administration Building Parking Lot Repairs project under Contract Number 26-28-4215. The project scope encompasses mill and overlay of the bituminous parking lot with selective areas of full depth replacement, including pavement markings at the Township Administration Building located at 75 East Lancaster Avenue, Ardmore, Pennsylvania 19003. Sealed proposals must be submitted online via the PennBid Program by 11:00 A.M. on Thursday, August 27, 2026, at which time bids will be publicly opened and read aloud. Interested bidders may view the project site at their convenience, noting that the parking lot is heavily used during the Township's operating hours of 8:15 A.M. to 4:30 P.M., Monday through Friday. Written questions regarding the project scope must be submitted through PennBid by the end of business day Friday, August 14, 2026. The award is planned for September 23, 2026, with a Construction Notice to Proceed scheduled for mid to late October 2026, pending contract execution. Detailed specifications have been developed by Pennoni Associates, Inc.
Each proposal must be accompanied by a Bid Guaranty as specified in the Instructions to Bidders section of the Bid Document. A Performance Bond and Labor and Materials Bond in the amount of 100% are required, along with a Maintenance Bond in the amount of 25%. Electronic copies of drawings and specifications are available at no cost on the PennBid website. Contractors must ensure that employees and applicants for employment are not discriminated against based on race, color, religious creed, ancestry, age, sex, national origin, physical or mental disability, sexual orientation, gender identity, or gender expression. Contractors must also comply with minimum salary and wage requirements as set forth in the contract documents. The Township reserves the right to reject any or all bids or parts thereof or to waive any informality or irregularity as deemed in the best interest of the Township.
View the file
Other files
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CONSTRUCTION KEY NOTES
TOTAL PARKING LOT PAVEMENT WORK AREA (EXCLUDES ISLANDS, ETC): 2,968 SY
MILL 1-1/2" WEARING COURSE, THEN, OVERLAY WITH NEW WEARING COURSE; REFER TO PLAN 2/CM1001
AND DETAIL 4/CM1001
WEARING COURSE ONLY AREAS DENOTED BY
TOWNSHIP WILL PERFORM CURB REPAIRS / RESET PRIOR TO CONTRACTOR'S START OF WORK.
REFER TO CONSTRUCTION KEY NOTE #2 FOR ADDITIONAL WORK PRIOR TO OVERLAY.
AFTER MILLING, REVIEW AND VERIFY LOCATIONS AND LIMITS FOR ADDITIONAL PAVEMENT REMOVAL
WITH ENGINEER AND TOWNSHIP. SAWCUT AND REMOVE REMAINING PAVEMENT (FULL DEPTH),
COMPACT SUBGRADE, PLACE NEW STONE SUBBASE AND BITUMINOUS BASE COURSE; REFER TO PLAN
2/CM1001 AND DETAIL 4/CM1001
AREAS DENOTED BY BASE BID WORK AREA TOTAL: 295 SY
PROVIDE NEW PAVEMENT MARKINGS, INCLUDING STRIPING, STALL NUMBERS AND LABELS, ADA
SYMBOLS, STOP LINE, ARROWS, ETC; REFER TO PLAN 3/CM1001 AND DETAIL 5/CM1001
EXISTING
SUBBASE
LEGEND FOR DETAIL
A. MILL 1-1/2" ACROSS ENTIRE PARKING LOT
B. PERFORM SELECTIVE FULL DEPTH PAVEMENT REMOVAL TO LIMITS INDICATED ON PLAN AND WHERE DIRECTED BY
TOWNSHIP AND ENGINEER; REVIEW LOCATIONS AND MARKOUT WITH SPRAYPAINT PRIOR TO SAWCUTTING C. EXISTING CURB (SHOWN FOR REFERENCE) OR OTHER SITE ELEMENT TO REMAIN AND BE PROTECTED D. PLACE AND COMPACT 6" THICK MIN PA2A STONE AGGREGATE ON COMPACTED SUITABLE SUBGRADE E. PLACE 5" THICK BASE COURSE: SUPER PAVE ASPHALT MIXTURE DESIGN, WMA BASE COURSE, PG 64-22, 3 TO < 10 MILLION
ESALS, 25.0 MM MIX
F. PLACE 1-1/2" THICK WEARING COURSE: SUPER PAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64-22, 3 TO < 10
MILLION ESALS. 9.5 MM MIX, SRL-H FOR PARKING LOTS AND DRIVEWAYS
G. SEAL JOINTS
C
G AD
EXISTING
PAVEMENT
B
G
B
AE D EF F
LANCASTER AVENUE
NO
P
AR
KI
NG
1234578910 6
11 12 13 14 15 16 17 18 19 20 21
22232425262728293031
33 34 35 36 37 38 39 40 41 42
444546474849505152
54 55 56
RE
SE
RV
ED
VISITORS VISITORS VISITORS VISITORS VISITORS VISITORS
VISITORS
TYP
TYP
110'-6"±
2'
-1
'-5
42'-10"±
'-9
2' -5
'-7
21'-4"±
LANCASTER AVENUE
RE
SE
RV
ED
54 55 56 VISITORS
11 12 13 14 15 16 17 18 19 20 21
22232425262728293031
33 34 35 36 37 38 39 40 41 42
444546474849505152
1234578910 6
TYP
VISITORS VISITORS VISITORS VISITORS VISITORS VISITORS
539' 8'
8' 8'
-9
18'
90'; 10 STALLS EQUALLY AT 9' WIDE
' M
IN
20'-6"±
'-4
18' MIN
16' MIN
4'
; 1
ST
AL
LS
E
Q U
AL
LY
A T
9' W
ID
E
16' MIN
18' MIN
8' -1
0"
20' MIN
'-1
1"
81'; 9 STALLS EQUALLY AT 9' WIDE9'-2"±
15'-10"
19'-5"
93'-6"; 11 STALLS EQUALLY AT 8'-6" WIDE
8'5' 85'; 10 STALLS EQUALLY AT 8'-6" WIDE
' M
IN
85'; 10 STALLS EQUALLY AT 8'-6" WIDE8'-1"±
15'-10"
90'; 10 STALLS EQUALLY AT 9' WIDE
17'-10"
17'-10"
'-2
13' ADA
'-9
A
D A
7'-6" WIDE TYPE A
TRAVERSE CROSSWALK
WITH 6" WIDE SOLID LINES
4'
2' WIDE
STOP LINE
N O
P A
R K
IN
G
13'
8'
10'-6" 10'-6"
10'-6"
2'-8"
4' -1
'-4
PAVEMENT MARKING NOTES:
A. MARKINGS SHALL BE
SHERWIN-WILLIAMS PRO-PARK
WATERBORNE WATERBORNE
ACRYLIC ALKYD TRAFFIC
MARKING PAINT OR APPROVED
EQUAL
B. FOLLOW PENNDOT PAVEMENT
MARKING HANDBOOK (PUB 648)
AND TRAFFIC CONTROL -
PAVEMENT MARKINGS AND
SIGNING STANDARDS (PUB 111),
LATEST EDITIONS, FOR
PAVEMENT MARKING
STANDARDS AND MATERIALS.
C. APPLY PER MANUFACTURER'S
SPECIFICATIONS
D. MARKINGS SHALL BE UNIFORM
AND SOLID. APPLY ADDITIONAL
COATS AS NEEDED, SO
PAVEMENT IS NOT VISIBLE
THROUGH MARKINGS.
E. ALIGN BOTTOM OF STALL
NUMBERS AND STALL LABELS
WITH EDGE OF STALL AND
CENTERED BETWEEN STALL
LINES; WHERE APPLICABLE,
PROVIDE 12" CLEARANCE
BETWEEN STALL NUMBER AND
STALL LABEL
PAINTED WHITE 35"
WIDE X 39" HIGH
SYMBOL ON BLUE
RECTANGLE (TYP)
EXISTING CURB OR OTHER SITE ELEMENT
VISITORS 53
PAINTED WHITE 24"
MIN HIGH STALL
NUMBER (TYP)
PAINTED WHITE
12" MIN HIGH
STALL LABEL
(TYP)
8' MIN ADA
COMPLIANT ACCESS
AISLE
8' MIN ADA
COMPLIANT STALL
8'-10" MIN (TYP FOR
STANDARD STALL,
UNLESS OTHERWISE
NOTED)
8' MIN ADA
COMPLIANT STALL
' M
IN
(T
YP
, U
N
LE
SS
O
TH
ER
W
IS
E N
O
TE
D
6" WIDE SOLID LINES; COLOR ADA BLUE (TYP FOR ADA)
NO PARKING AREAS
(WIDTH VARIES)
4" SOLID WHITE LINE (SWL); TYP FOR
STANDARD STALLS AND NO PARKING AREAS
3'-5" MIN
3' -1
1" M
IN
2'
TYP
2'
TYP
6"
12' SOLID WHITE
8'-9"
1' -8
6"
12' SOLID WHITE
3'
9'-6"NO PARKING2'
W
H
IT
E
PARKING SUMMARY
ADA STALLS 3
NUMBERED 72
NUMBERED & RESERVED 1
VISITORS 7
TOTAL 83
APPROVED BY:
DRAWN BY:
DATE:
SCALE:
NO.DATE REVISIONSBY
SHEET:
DRAWING NO.:
TOWNSHIP OF LOWER MERION
OFFICE OF THE TOWNSHIP ENGINEER
75 EAST LANCASTER AVENUE
ARDMORE, MONTGOMERY COUNTY, PENNSYLVANIA 19003
TOWNSHIP ADMINISTRATION BUILDING
PARKING LOT REPAIRS
75 EAST LANCASTER AVENUE
ARDMORE, MONTGOMERY COUNTY, PENNSYLVANIA 19003
07/28/2026
U :\A cc ou nt s\
LO
W
M M
\L O
W M
TA
B
Pa rk in g
Lo t
1" = 10'
CM1001
SITE PLAN
DK / JMS
JMS
00 20' 40'
SCALE: 1" = 20'
EXISTING SITE PLAN1
CM1001 SCALE: 1" = 20'
PROPOSED PAVEMENT REPAIR PLAN2
CM1001 SCALE: 1" = 20'
PROPOSED PAVEMENT MARKING PLAN3
CM1001
SCALE: NOT TO SCALE
PAVEMENT REPAIR DETAIL4
CM1001 SCALE: NOT TO SCALE
PAVEMENT MARKING DETAIL5
CM1001
07/28/2026
| Sheets and Views |
| Layout1 |
File details come from the government source that posted it. Updated .