Royal Farms #165 / MiddletownRoyal Farms #165 / MiddletownCategory: Food Stores Project ID #: 1004650175Street Address: 5018 Summit Bridge Rd. Middletown

DE 19709Staff Estimate Value $1,500,000.00

County: New Castle Stage: BIDDING - Biddate SetBid Date: 2/21/2018 , 12:00PMArchitect: Ratcliffe ArchitectsDocuments Available: Plans, Specs available in InsightLast Update: 2/14/2018 Project reviewed, Stage confirmed as Biddate Set

Project EventsProject EventsEventEvent DateDate DetailsDetailsBid Date 2/21/2018 , 12:00PM MidAtlantic Construction requests bids by 12:00 p.m. on February 21, 2018.Start Date 4/23/2018 Actual Start Date

NotesNotes

Scope Site work, paving and new construction of a retail development in Middletown, Delaware. Completedplans call for the construction of a 4,649-square-foot, one-story above grade retail development. Thespecific scope of this project includes: site-work, site demolition, E&S control & maintenance, siteconcrete, concrete paving, colored concrete, site utilities, storm-water, site lighting, earth work, finegrading, paving, signs & striping, landscaping, gates & fencing, dumpster enclosure, bollard install,concrete, masonry, stone veneer (interior & exterior), carpentry, wood wall caps, roofing (TPO) &roofing accessories, standing seam roofing, corrugated metal roof (interior), metal soffit, fibercement siding & trim (interior & exterior), PVC trim (interior & exterior), caulking,doors/frames/hardware, glass & glazing, storefront, metal studs/drywall/insulation, acousticalceilings, FRP, tile, vinyl base, painting & wallcovering, stainless steel wallcovering, grab bars, partitiondoors, cupola, equipment installation, fixturing, petroleum, HVAC, refrigeration, plumbing, energymanagement system, and electrical & life safety. *This project is being bid by invitation only. If youhave been contacted by the owner to bid on this project as a general contractor, and would like to belisted below, please notify our editorial staff.

Notes Bid Date: 02/21/2018 12:00PM MidAtlantic Construction requests bids by 12:00 p.m. on February21, 2018. Development include(s): New Construction, Paving, Site Work

Details [Division 2]: Earthwork, Grading, Water Systems, Wells, Sewerage & Drainage, Irrigation, Fences &Gates. [Division 4]: Stone. [Division 7]: Fireproofing. [Division 8]: Hardware. [Division 9]: Tile, Painting.[Division 10]: Visual Display Boards, Directories, Interior Signs, Protective Covers. [Division 12]:Furniture. [Division 13]: Ground Storage Tanks, Underground Storage Tanks. [Division 15]: Boilers,Cooling Towers. [Division 16]: Service/Distribution.

Additional DetailsAdditional DetailsListed On: 2/12/2018 Floor Area: 4,649Square FeetContract Type: Work Type: NewStage Comments 1: Floors Below Grade:Stage Comments 2: Owner Type: PrivateBid Date: 2/21/2018 Mandatory Pre Bid Conference:Invitation #: Commence Date: 4/23/2018Structures: 1 Completion Date:Single Trade Project: Site Area:Floors: 1 LEED Certification Intent:Parent Project ID: Units:Parking Spaces:

Project ParticipantsProject ParticipantsCompany RoleCompany Role Company NameCompany Name ContactContact

NameNameAddressAddress PhonePhone EmailEmail FaxFax

Owner Royal Farms 3611 Roland Ave. ,Baltimore, MD 21211

(410) 889-0200

info@royalfarms.com (410) 889-0324

Architect Ratcliffe Architects WilliamMortorff

10404 Stevenson Rd., Stevenson, MD21153

(410) 484-7010

info@ratcliffearchitects.com

(410) 484-3819

Report Date: 2/16/2018 7:49:17 AM © 2018 ConstructConnect. All Rights Reserved. Page 1 of 2

BiddersBiddersCompanyCompanyNameName

ContactContactNameName

AddedAddedDateDate

AddressAddress PhonePhone EmailEmail Bidding RoleBidding Role BidBidRankRank

Bid ValueBid Value FaxFaxNumberNumber

Mid-AtlanticConstructionCompany, Inc.

Chris Dawe 2/12/2018

925 HarvestDrive Suite220, Blue Bell,PA 19422

(215) 641-0200

cdawe@midatl.net

Bidder -GeneralContractor

(215) 641-9088

ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor 2/21/2018 General Contractor Invited Bidders

HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 2/16/2018 True 2/16/2018

Report Date: 2/16/2018 7:49:17 AM © 2018 ConstructConnect. All Rights Reserved. Page 2 of 2

DETAIL DC14

40-0

(FASCIA)

15-0”12’—6” 12’—6”

CL COL CL COLDETAIL TC38 PLACES

DETAIL GS1 IV)8 PLACES

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7 ROYAL FARMS FASCIA SYSTEM w/ RAISED EYEBROW

DETAIL

3”0 PVC DRAIN LEADER w/ STRAPS & 7 3/4” DEEP FLAT COVERS.

DETAIL DSA18 PLACES FDS

INSP PLATE 48” ABOVE F.G.

W 2x26

DETAIL WPS8 PLACES

PUR—3

DETAIL 8 PLACES

PH20

W12x19 PUR-

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1 1/2”W16 or W14 or W12

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: sCM CMNOTE: CANOPY BEAM CLIPS MUST BE

INSTALLED ON BOTH SIDES OF THE PURLIN, ATTACHING THE 1st F0UR(4) DECK PANELS ON BOTH ENDS OF THE CANOPY. ALL OTHER LOCATIONS SEE DETAIL CP1

STITCH DECKING WITH TEK @ MIDSPAN BETWEEN PURLINS, 2” MINIMUM FROM FLAT SIDE OF DECK PAN. (INDICATED ON ROOF PLAN WITH DASHED LINE)

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ANCHOR BOLT SHIPPING REQUIREMENTS3” DECK PANEL(4) 11/16”0 HOLES

QUANTITYANCHOR BOLT USE

BC3-BASE PLATE (8 PLACES) 32

HARDWARE LIST BREAK-DOWN (REFERENCE ONLY)"ro

ITEM USE (# OF PLACES FOR CHECKING ONLY)

TC3-T0P PLATE (8 PLACES)

WPS—BEAM SPLICE (8 PLACES)

WPS—BEAM SPLICE (8 PLACES)

PH20-CONNECTION (8 PLACES)

PH24-C0NNECTI0N (8 PLACES)

AP1-CONNECTION (36 PLACES)

CT1 -CONNECTION (4 PLACES)

QUANTITY

64PURLIN

48

8

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REV.6 05/14/9632

36

32

CANOPY SHIPPING STEEL HARDWARE MANIFESTLOADED

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LINDAPTER HOLLO BOLT M12-1/2"-#1-EG

(WPS) 6x10x1/2” PLATE

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MF—2 W14x48 (33-0”)

PUR-1 W12x19 (40-3 7/8”)

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PUR-3 W12x19 (40-7 7/8”)

STR-1 L3x3x3/16” (33-0”)

COL 1,2,3,4,5,6,7,8, HSS10x10x1/4”

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LAWRENCE R. PILON/ PROFESSIONAL ENGINEER51 MAPLEVIEW DRIVE/PENNELL VILLE, NY 13132

(315) 668—0039ERECTION NOTES:PR. JOB NO. FINAL JOB NO. DRAWING NO.

REVIEW PLANS & DETAILS PRIOR TO INSTALLATION.

INSTALL BEAMS ACCORDING TO MARKED END #’S ON ROOF PLAN.

BEAM OVERHANG IS 4” LONGER ON RIGHT HAND END OF CANOPY. IF APPLICABLE, SAME APPLIES FOR BEAM OVERHANG AT TEE.THIS IS TO ALLOW FOR DECK PANEL GROWTH.

MCGEE 55890 P055890A

ROYAL FARMS #165 5018 SUMMIT BRIDGE RD MIDDLETOWN, PE 19709 (NEW CASTLE)

CORPORATION12701 East Independence Blvd. P.O. Box 1375 Matthews, NC 28106-1375 Phone: (704) 882-1500 Watts: (800) 526-5589

oj 10521

INSTALL DECK PANELS FROM LEFT TO RIGHT ON MAIN CANOPY , IF APPLICABLE SAME APPLIES FOR TEE.

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LINDAPTER HOLLO BOLT M12-1/2”-#1-EG

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, incl

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re to

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r whi

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er th

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at

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Inc.

harm

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Che

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By:

V.

A

STO

RE

#165

5018

SU

MM

IT B

RID

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Dat

e:11

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Scal

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Rev

.#

4O"0 SUBMERSIBLE PUMP MANHOLE COVER AND- STREET BOX W/ 9-1/2' SKIRT

4O"0 SUBMERSIBLE PUMP MANHOLE COVER AND- STREET BOX W/ 9-1/2" SKIRT

5 GALLON SPILL CONTAINMENT MANHOLE

(DIESEL)

5 GALLON SPILL CONTAINMENT MANHOLE

OPW EDGE(GASOLINE)42" WATERTIGHT TURBINE ENCLOSURE W/SENSOR.- BOND TO TANK COLLAR AS PER MANUFACTURER'S

INSTRUCTIONS. (TYPICAL)

42' WATERTIGHT TURBINE ENCLOSURE W/SENSORr BOND TO TANK COLLAR AS PER MANUFACTURER'S

INSTRUCTIONS. (TYPICAL)

4" FILL CAP (DIESEL) 18" BOLT DOWN MANHOLE4' FILL CAP (GASOLINE)4O"0 MANHOLE COVER AND

STREET BOX W/ 9-1/2" SKIRTS GALLON SPILL-

CONTAINMENT MANHLE4' FILL ADAPTER (DIESEL) 4" FILL ADAPTER- (GASOLINE)XP JUNCTION BOX4 HP SUBMERSIBLE PUMP W/ MECHANICAL LINE-

LEAK DETECTOR4 HP SUBMERSIBLE PUMP W/ MECHANICAL LINE-

LEAK DETECTOR4" CAP 18" BOLT DOWN INTERSTITIAL

MANHOLE3" VAPOR RECOVERY-

XP JUNCTION BOX- CAP

-MONITORING TUBE MANHOLE3"x4" VAPOR RECOVERY- \ ADAPTERXP JUNCTION BOX XP JUNCTION BOXXP JUNCTION BOX

FINISHED GRADE FINISHED GRADE11 1Ïff1 LOCKABLE MONITORING CAP

UNION UNION-------- J A-t,UNION 4' CAP •2" CONCRETE GROUT POURED

TO WALLS OF MANHOLEI 7J ZII 1 i■12" OF BENTONITE OR FINE SAND

SEALANTFIELD BONDED JOINT - KIT 'AD" (TYPICAL). FIELD BONDED JOINT - KIT "AD' (TYPICAL)

VEEDER ROOT INTERSTITIAL SPACE MONITOR A

-4''0 SCHEDULE 40 PVC NON-SLOTTED PORTION

XP SEAL FITTING XP SEAL FITTING

raxxM3' OF PEA STONE AROUND FULL LENGTH OF PIPE

-42"0 CONTAINMENT COLLAR 4y-zj—v 4'0 SCH. 40 PVC (SLOTTED .010")

\SÏ-

I Z4"0 CORRUGATED ACCESS PIPE OVER 1 1/2"0 FLEXWORKS

PRIMARY PRODUCT PIPE

-42"0 CONTAINMENT COLLAR

4"0 CORRUGATED ACCESS PIPE OVER 1 1/2'0 FLEXWORKS

PRIMARY PRODUCT PIPE

COMPACT BACKFILL TO TANK MANUFACTURER'S SPECIFICATION IN ONE FOOT LIFTS (TO TANK TOP). TYPICAL FOR ALL TANKS.

•S' I /X"IV VEEDER ROOT MAG 1 PROBE

INVENTORY SENSORI

V\ \4x4x2" VENT EXTRACTOR mm•4x4x3’ VENT EXTRACTOR FITTING

VEEDER ROOT SUMP SENSOR-V4'TO 1 1/2" DOUBLE

ENTRY BOOT4" TO 1 1/2' DOUBLE­

ENTRY BOOTV

OVERFILL VALVE TO BE POSITIONED FOR POSITIVE SHUTOFF NOT EXCEEDING 95% OF TANK VOLUME CAPACITY.

OVERFILL VALVE TO BE POSITIONED FOR POSITIVE SHUTOFF NOT EXCEEDING 95% OF TANK VOLUME CAPACITY.

\)22'0 MANWAY WITH GASKET, NUTS AND BOLTS W/4 4" NPT BUNGS. PLUG ALL UNUSED BUNG OPENINGS VAPOR TIGHT USING A GALVANIZED PLUG. APPLY COAT OF MASTIC OVER EXPOSED STEEL.

MANUFACTURER'S APPROVED BACKFILL BETWEEN GEOTEXTILE AND TANKS AND AROUND SUMPS:

'VVVEEDER ROOT SUMP SENSOR\

VEEDER ROOT MAG 1 PROBE INVENTORY SENSOR

V FILL/GAUGE DROP TUBEI IVEEDER ROOT SUMP SENSOR APPROVED BACKFILL MATERIAL PLACED AND COMPACTED IN 1 FOOT LIFTS.

4" GALVANIZED- STEEL RISER PIPE

(TYP. ALL TANK RISERS)

I IFILL/GAUGE DROP TUBE

10,000 GALLON DOUBLE WALL FRP UST.

PREMIUM UNLEADED

MAG PROBE FUEL LEVEL FLOAT

I22'0 MANWAY WITH GASKET, NUTS AND BOLTS W/4 4" NPT BUNGS. PLUG ALL

UNUSED BUNG OPENINGS VAPOR TIGHT USING A GALVANIZED PLUG. APPLY

COAT OF MASTIC OVER EXPOSED STEEL.

QMAG PROBE FUEL LEVEL FLOAT *

20,000 GALLON DOUBLE WALL FRP UST.

DIESEL

I

I I/

I I/

A-STRIKER PLATE BENEATH ALL TANK OPENINGS (TYP.) Aa aA CRUSHED GRAVEL 1/B' T01/2* PEA GRAVEL 1/8'TO 3/4'n nPOINT CHAMFER AWAY

FROM TANK INVENTORY SENSOR

A POINT CHAMFER AWAY FROM TANK INVENTORY SENSOR

I NO PARTICLES LESS THAN 1/8"SEE MANUFACTURER'S INSTRUCTIONS FOR ADDITIONAL DETAILS AND COMPACTION SPECIFICATIONS.

IAI AMAG PROBE WATER LEVEL-

FLOATI MAG PROBE WATER LEVEL

FLOATAA -STRIKER PLATE BENEATH

ALL TANK OPENINGS (TYP.)A

AGEOTEXTILE MATERIAL PLACED: 24" ABOVE TOP OF TANKS 30" TO THE Sll 12" BELOW BOTTOM OF It

A Ay E r AND ENDS OF THE TANKSq =2

■\"N_____£ A_____£

\ i-À”1 î> fc. ' P ^ ' "

-BASE OF EXCAVATION, 15'-6" TO 18'-6' FT BELOW FINISHED GRADE

& . b .• t>b > ■>AE . . b •> b' ■ q% °2b. b»A • >A &»> V » b ■ b pAb r-> at

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□ r~r •4"0 SCH. 40 PVC SLIP-ON CAP, NOT GLUEDDEADMEN PROVIDED WITH

20,000 GAL TANKS: 1fi"x8"x18' (6 REQUIRED)

a.

NOTE:

TANK EXCAVATION TO BE SHORED. DESIGN BY OTHERS

Drawing #

DWT-4

TANK ELEVATION 20,000 GALLON DIESEL UST02 SCALE: 3/8" = 1'-0"

40*0 SUBMERSIBLE PUMP MANHOLE COVER AND- STREET BOX W/ 9-1/2" SKIRT

-5 GALLON SPILL CONTAINMENT MANHOLE OPW EDGE (GASOLINE)

42" WATERTIGHT TURBINE ENCLOSURE W/SENSOR.- BOND TO TANK COLLAR AS PER MANUFACTURER'S

INSTRUCTIONS. (TYPICAL)

4" FILL CAP (GASOLINE)

4O"0 MANHOLE COVER AND STREET BOX W19-1/2" SKIRT

8" THICK REINFORCED CONCRETE MAT

5 GALLON SPILL- CONTAINMENT MANHLE

4" FILL ADAPTER (GASOLINE)

4 HP SUBMERSIBLE PUMP W/ MECHANICAL LINE- LEAK DETECTOR

4" CAP -18" BOLT DOWN INTERSTITIAL MANHOLE

3" VAPOR RECOVERY CAP-XP JUNCTION BOX-

MONITORING TUBE MANHOLE3"x4" VAPOR RECOVERY ADAPTER-XP JUNCTION BOX -XP JUNCTION BOX

FINISHED GRADE FINISHED GRADE

1 1ff m

C1 1 ll? LOCKABLE MONITORING CAP

UNIONUNION 4" CAP •2" CONCRETE GROUT POURED

TO WALLS OF MANHOLE1Ï 2 ?

1

i i*FIELD BONDED JOINT - KIT "AD" (TYPICAL) FIELD BONDED JOINT - KIT "AD" (TYPICAL) •12" OF BENTONITE OR FINE SAND SEALANT

4"0 SCHEDULE 40 PVC NON-SLOTTED PORTION1

XP SEAL FITTING

cooxxu VEEDER ROOT INTERSTITIAL SPACE MONITOR

JIT \ 3" OF PEA STONE AROUND FULL LENGTH OF PIPE

-42"0 CONTAINMENT COLLAR

PLUGGED..

I IA j—v 4'0 SCH. 40 PVC (SLOTTED .010')

I /-42'0 CONTAINMENT COLLAR

4*0 CORRUGATED ACCESS PIPE OVER 1 1/2"0 FLEXWORKS

PRIMARY PRODUCT PIPE

COMPACT BACKFILL TO TANK MANUFACTURER'S SPECIFICATION IN ONE FOOT LIFTS (TO TANK TOP). TYPICAL FOR ALL TANKS.

I

\ r=2VEEDER ROOT SUMP SENSOR-

4" TO 1 1/2" DOUBLE ENTRY BOOT

•4x4x3" VENT EXTRACTOR

OVERFILL VALVE TO BE POSITIONED FOR POSITIVE SHUTOFF NOT EXCEEDING 95% OF TANK VOLUME CAPACITY.

MANUFACTURER'S APPROVED BACKFILL BETWEEN GEOTEXTILE AND TANKS AND AROUND SUMPS:

IVEEDER ROOT SUMP SENSOR

4" GALVAN IZED- STEEL RISER PIPE

(TYP. ALL TANK RISERS)

I APPROVED BACKFILL MATERIAL PLACED AND COMPACTED IN 1 FOOT LIFTS.FILL/GAUGE DROP TUBE

MAG PROBE FUEL LEVEL FLOATVEEDER ROOT MAG 1 PROBE

INVENTORY SENSOR q

30,000 GALLON DOUBLE WALL FRP UST.

REGULAR UNLEADED

rqI

I

STRIKER PLATE BENEATH ALL TANK OPEN INGS (TYP.)

1/2* —t 1/8'

M CRUSHED GRAVEL 1/B" TO 1C PEA GRAVEL 1/8" TO 3/4"n POINT CHAMFER AWAY FROM TANK INVENTORY SENSOR

I

NO PARTICLES LESS THAN 1/B" SIZE.SEE MANUFACTURER'S INSTRUCTIONS FOR ADDITIONAL DETAILS AND COMPACTION SPECIFICATIONS.

IMAG PROBE WATER LEVEL- FLOAT

J*CRITICAL COMPACTION AREA GEOTEXTILE MATERIAL PLACED:

24" ABOVE TOP OF TANKS30" TO THE SIDES AND ENDS OF THE TANKS12" BELOW BOTTOM OF TANKS

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20,000 GAL TANKS:18"x8"x 18' (6 REQUIRED)

q

01 TANK ELEVATION 30,000 GALLON REGULAR GASOLINE UST SCALE: 3/8" = 1'-0"

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Doc

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ts p

repa

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y Cor

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Inc.

, Incl

udin

g thi

s doc

umen

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to

be u

sed

only

for

the s

peci

fic p

roje

ct

and

spec

ific u

se fo

r whi

ch th

ey w

ere

inte

nded

. Any

exte

nsio

n of

use

to a

ny

othe

r pro

ject

s, by

owne

r or

by a

ny

othe

r pa

rty,

with

out t

he ex

pres

sed

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tten

cons

ent o

f Cor

eSta

tes, I

nc. is

do

ne un

law

fully

and

at th

e use

rs o

wn

risk

. If use

d in a

way

oth

er th

an th

at

spec

ifica

lly in

tend

ed, u

ser w

ill ho

ld

Cor

eSta

tes, I

nc. h

arm

less

from

all

clai

ms a

nd lo

sses

.C

heck

ed B

y:

VA

GR

OU

PD

raw

n B

y:

S'lAI

Dat

e:11

-10-

2017

AS N

OTE

DSc

ale:

CO

RE S

TATE

SJo

b#:

RFS

-238

38

STO

RE

#165

5018

SU

MM

IT B

RID

GE

RD

M

IDD

LETO

WN

. PE

TAN

K C

RO

SS S

ECTI

ON

S

RO

YA

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RM

SD

escr

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nD

ate

Rev

. #