3-Drawings LITTLE FLOWER PARK WATER LINE CDBG PROJECT 50-85A 2026-3-13.pdf
PDF 6 MB Posted
- Solicitation number
- Not on record
- Issued by
- Delaware County, Pennsylvania
About this file
Construction Plans for Little Flower Park Water Line Installation
This document is a construction plan drawing prepared by MG Engineering Associates, LLC for the County of Delaware, Pennsylvania's Little Flower Park Water Line CDBG Project #50-85A. The project involves the installation of a new 2-inch copper "K" water service line totaling approximately 495 linear feet (425 linear feet plus 70 linear feet) at Little Flower Park, located at 1201 Springfield Road, Darby, PA 19023. The scope of work includes installation of a 2-inch water service connection with a water meter pit (to be completed by Aqua), two proposed Zurn yard hydrants with reducing valves and protective bases, and restoration of all disturbed pavement and landscape features. The plan is dated March 2026 and was drawn by M.D.G. with design and checking performed by a Pennsylvania Professional Engineer (License No. PE 080959). A highly recommended Pre-Bid Conference is scheduled for Friday, March 20, 2026, at 10:00 a.m. at the park site, with invitation to bid responses due virtually via PennBid on April 8, 2026, at 11:00 a.m.
The construction plans establish general notes and contractor responsibilities including verification of all field dimensions and existing utilities prior to construction, contact with appropriate public utilities 72 hours in advance, restoration of paved and concrete areas to their original condition, topsoiling and seeding of disturbed grassed or wooded areas, proper placement and compaction of fill materials, contractor responsibility for utility location and preservation, compliance with project specifications and PennDOT Publication 408, installation and daily maintenance of erosion and sediment control measures, adequate temporary fencing for public safety, pre-construction photography documentation, and coordination with Delaware County and the project engineer at least 48 hours prior to construction start. No separate payment will be made for erosion and sediment control, topsoil and seeding, temporary fencing, maintenance and protection of traffic, or pre-construction photographs, as all costs must be included within various proposal items.
View the file
Other files
Show all 22
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
W W
W W
W W
The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. MG ENGINEERING ASSOCIATES, LLC makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information.
MIC+AEL '. GALANTE
SI
TE
LA
N
%I' 3LANS
MIC+AEL '. GALANTE
EL
AW
AR
E C
O
N T<
, 3
EN
N S<
L9
AN
IA
OWNER�
ENGINEER�
MIC+AEL GALANTE 3E
��� W. )RONT STREET
ME'IA, 3A �����
3+ONE� ��������������
CO8NT< O) 'ELAWARE
��� W. )RONT STREET
ME'IA, 3A �����
3+ONE� ��������������
%I' 3LANS
C O
N
ST
R
C
TI
O N
LA
N S
)O R
LI
TT
LE
LO
W
ER
AR
3R O
3O
SE
O M
ES
TI
C W
AT
ER
L
IN
E
IN
ST
AL
LA
TI
O N
S 3R
IN
G
)I
EL
R
O A'
AR
O R
O
G
, 3 A
AutoCAD SHX Text PROPOSED ZURN YARD HYDRANT, Z1396XL, OR APPROVED EQUAL. CONTRACTOR TO PROVIDE REDUCING VALVE AND ALL REQUIRED PLUMBING FITTINGS, CONCRETE PROTECTIVE BASE AND CASING GUARD. (2 TYP.)
AutoCAD SHX Text
PROPOSED 2" COPPER 'K' WATER SERVICE (425 LF)
AutoCAD SHX Text
PROPOSED 2" WATER SERVICE CONNECTION (BY AQUA)
AutoCAD SHX Text
PROPOSED WATER METER PIT (BY AQUA)
AutoCAD SHX Text
PROPOSED 2" COPPER 'K' WATER SERVICE (70 LF)
AutoCAD SHX Text
PROVIDE 2" COPPER 'K' TEE.
AutoCAD SHX Text CONTRACTOR SHALL RESTORE ANY DISTURBED ASPHALT PAVEMENT IN-KIND OR EXISTING DISTURBED FEATURES IN KIND.
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH
AutoCAD SHX Text M.D.G.
AutoCAD SHX Text M.D.G.
AutoCAD SHX Text M.D.G.
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text %%UJOB No. :
AutoCAD SHX Text
%%UDATE :
AutoCAD SHX Text
DATE:
AutoCAD SHX Text %%USHEET No. :
AutoCAD SHX Text
%%UDRAWN BY :
AutoCAD SHX Text
%%UDESIGN BY :
AutoCAD SHX Text
%%USCALE :
AutoCAD SHX Text No.
AutoCAD SHX Text
CHK.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION
AutoCAD SHX Text
ALL DOCUMENTS PREPARED BY MG ENGINEERING ASSOCIATES
AutoCAD SHX Text
LLC, ARE INSTRUMENTS OF SERVICE IN RESPECT
AutoCAD SHX Text
OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
AutoCAD SHX Text
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
AutoCAD SHX Text
EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT.
AutoCAD SHX Text
BY MG ENGINEERING ASSOCIATES, LLC, FOR THE
AutoCAD SHX Text
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE
AutoCAD SHX Text
RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO
AutoCAD SHX Text
MG ENGINEERING ASSOCIATES, LLC; AND OWNER SHALL
AutoCAD SHX Text
INDEMNIFY AND HOLD HARMLESS MG ENGINEERING
AutoCAD SHX Text
ASSOCAITES, LLC FROM ALL CLAIMS, DAMAGES, LOSSES
AutoCAD SHX Text
AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AutoCAD SHX Text
%%UCHECKED BY :
AutoCAD SHX Text PA PROFESSIONAL ENGINEER LIC. No. PE 080959
AutoCAD SHX Text
MARCH 2026
AutoCAD SHX Text
2025-DC-02
AutoCAD SHX Text 3-3-26
AutoCAD SHX Text PA PROFESSIONAL ENGINEER LIC. No. PE 080959
AutoCAD SHX Text
MG ENGINEERING ASSOCIATES, LLC
AutoCAD SHX Text
334 W. FRONT STREET MEDIA, PA 19063 PHONE: 1-856-404-0540 WWW.MGEASSOC.COM
AutoCAD SHX Text
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
SCALE: 1"= 40'
AutoCAD SHX Text
1. EXISTING CONDITIONS IS BASED UPON SITE VISITS AND A UTILITY PLAN AS PREPARED BY PENNONI ASSOCIATES, INC., DATED 3/2/2023. PROJECT NO. DPWDX20001 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS AND EXISTING UTILITIES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. ANY ERRORS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 3. ALL PAVED AND CONCRETE AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT WHICH EXISTED PRIOR TO THE START OF CONSTRUCTION. 4. CONTRACTOR SHALL CONTACT THE APPROPRIATE PUBLIC UTILITIES 72 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 5. ALL GRASSED OR WOODED AREAS DISTURBED DURING CONSTRUCTION SHALL BE TOPSOILED AND SEEDED. NO SEPARATE PAYMENT WILL BE MADE FOR TOPSOIL AND SEEDING, ALL COSTS SHALL BE INCLUDED WITHIN VARIOUS ITEMS OF THE PROPOSAL. 6. ALL FILL SHALL BE PLACED IN 12" LAYERS AND THOROUGHLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. IF BORROW FILL IS REQUIRED. IT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF UNDERGROUND AND SURFACE UTILITIES AND STRUCTURES AT OR ADJACENT TO THE SITE OF CONSTRUCTION AND IT SHALL BE AT HIS OWN EXPENSE TO REPAIR OR REPLACE ANYTHING THAT THE CONTRACTOR DAMAGES. 8. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND PENNDOT PUBLICATION 408, LATEST EDITION, UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND DAILY MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES, PREVENTION OF RUNOFF FROM THE SITE, AND RESTORATION OF THE STREETS TO THEIR ORIGINAL CONDITIONS. NO SEPARATE PAYMENT WILL BE MADE FOR "EROSION AND SEDIMENT CONTROL", ALL COSTS SHALL BE INCLUDED WITHIN VARIOUS ITEMS OF THE PROPOSAL. 10. UNLESS OTHERWISE NOTED, EXISTING TREES ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 11. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING TO ENSURE SAFETY OF THE PUBLIC. NO SEPARATE PAYMENT WILL BE MADE FOR "TEMPORARY FENCING", ALL COSTS SHALL BE INCLUDED WITHIN VARIOUS ITEMS OF THE PROPOSAL. 12. ALL PROPOSED IMPROVEMENTS THAT ARE COMPLETED OUTSIDE THE SUPERVISION OF THE PROJECT ENGINEER WILL NEED TO BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. 13. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ASPHALT PAVEMENT, CONCRETE CURB, GRAVEL, AND VEGETATION FOR THE REPAIR OF THE EXISTING PIPE. ALL FEATURES WITHIN THE IMPROVEMENTS LINE ON THE SITE SHALL BE REMOVED UNLESS OTHERWISE INDICATED. ALL DISCREPANCIES SHALL BE COORDINATED WITH THE ENGINEER, PRIOR TO THE START OF THE CONSTRUCTION, 14. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY AUTHORITIES PRIOR TO UNDERGROUND EXCAVATIONS AND CALL IN A PA-ONE CALL PRIOR TO START OF CONSTRUCTION AND DURING THE DURATION OF CONSTRUCTION AS NECESSARY TO LAWFULLY EXCAVATE. 15. THE CONTRACTOR SHALL NOTIFY DELAWARE COUNTY AND THE PROJECT ENGINEER A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. 16. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF PEDESTRIAN AND VEHICULAR TRAFFIC. NO SEPARATE PAYMENT WILL BE MADE FOR "MAINTENANCE AND PROTECTION OF PEDESTRIAN AND VEHICULAR TRAFFIC", ALL COSTS SHALL BE INCLUDED WITHIN VARIOUS ITEMS OF THE PROPOSAL. 17. MG ENGINEERING ASSOCIATES, LLC MAKES NO CLAIM AS TO THE ACCURACY OF THE UNDERGROUND UTILITIES SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE DEPTH OF THE EXISTING UTILITIES; IN THE EVENT OF A UTILITY CONFLICT, THE ENGINEER SHALL BE NOTIFIED. 18. CONTRACTOR WILL BE REQUIRED TAKE PRE-CONSTRUCTION PHOTOGRAPHS OF ENTIRE WORK AREA. NO SEPARATE PAYMENT WILL BE MADE FOR "PRE-CONSTRUCTION PHOTOGRAPHS", ALL COSTS SHALL BE INCLUDED WITHIN VARIOUS ITEMS OF THE PROPOSAL.
AutoCAD SHX Text
%%UGENERAL NOTES
AutoCAD SHX Text
1. PROJECT LOCATION: LITTLE FLOW PARK 1201 SPRINGFIELD ROAD DARBY, PA 19023 THE SCOPE OF WORK INCLUDES THE INSTALLATION OF A 2" COPPER 'K' WATER SERVICE. PRIOR TO THE START OF WORK, THE LIMITS OF IMPROVEMENTS AND WATER LINE LOCATION WILL BE MARKED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC. CONTRACTOR SHALL COORDINATE WITH THE DESIGN ENGINEER ON ANY BASE REPAIRS, IF NECESSARY, PRIOR TO THE START OF WORK.
AutoCAD SHX Text
%%UGENERAL SCOPE OF WORK
| Sheets and Views |
| little flower park |
File details come from the government source that posted it. Updated .