Unofficial Website Copy - Delawaregssdocs.deldot.delaware.gov/bids/T201680102 - PLANS.pdf · 2016....

Unofficial Website Copy

17

3.6

210.2

2210.2

32

DATUM LINE

DATUM LINE

31

H.B.

GENERAL NOTES

ABBREVIATIONS

PROPOSED CULVERT

EXISTING CULVERT

EXIST. GROUND ELEVATION (P./G.E.)

PROP. GRADE ELEVATION (P.G.E.)

WATERS OF THE US

STATE, COUNTY OR CITY LINES

RIGHT OF WAY LINE

BASE OR SURVEY LINE

SOIL BORINGELECTRICAL HAND BOX - SIGNALS

LIMIT OF DISTURBANCE

DRAINAGE AREA BOUNDARY

EXISTING SIGN

CONVENTIONAL SIGNS

FIRE HYDRANT

CONCRETE

FULL DEPTH PAVEMENT REMOVAL

X XFENCE REMOVAL

FENCE XX

WUS

B BTITLE

SCALE

OR ELEVATION IS SHOWN

WHERE DETAIL, SECTION

DRAWING NUMBER

LETTER DESIGNATOR

DETAIL, SECTION OR

OR ELEVATION

INICATES DETAIL

SECTION, NUMBER

LETTER INDICATES

TITLE AND SECTION/DETAIL REFERENCE SYMBOL

OR ELEVATION IS SHOWN

WHERE DETAIL, SECTION

DRAWING NUMBER

OR ELEVATION

INICATES DETAIL

SECTION, NUMBER

LETTER INDICATES

LETTER DESIGNATOR

DETAIL, SECTION OR

X-X

BUILDING SECTION/DETAIL SYMBOL

X

CURRENT DRAWING

X-XX-X

X

WETLANDS BUFFER

WETLANDS

TEST PIT

SB-5

TP-4

LIGHT POLE

UTILITY POLE

NEW FULL DEPTH HMA PAVEMENT

Reinforced Concrete Pipe

Horizontal Ellipitical

Headwall

High Density Polyetheylene

Handbox

Gas Valve

Gas

Forward

Fire Hydrant

Flat Bottom Ditch

Flowline

Finshed Floor

Feet

Existing

End Section

Concrete Pipe

Elliptical Reinforced Cement

Elevation

Eastbound

Each

External Distance

Electric

East

Double Opening

Diameter

Drop Inlet

Design Hourly Volume

Degree of Curve

Correction

Corner

Construction

Concrete

Combination

Cleanout

Corrugated Metal Pipe

Chainlink Fence

Class

Centerline

California Bearing Ratio

Cable Television

Center of Curve

Bottom

Bench Mark

Bituminous Concrete

Bituminous

Back / Book

Baseline

Approximate

Ahead

Average Daily Traffic

Highway Transportation Officials

American Association of State

Radius

Point of Vertical Tangency

Point of Vertical Reverse Curve

Point of Vertical Intersection

Polyvinyl Chloride

Point of Vertical Curve

Point of Tangency

Point

Point of Reverse Curve

Proposed

Point On Tangent

Point On Curve

Point of Intersection

Plasticity Index

Point of Rotation

Profile Ground Line

Profile Grade Line

Profile Ground Elevation

Profile Grade Elevation

Point of Crown

Point of Compound Curvature

Point of Curvature

Pavement

Optimum Moisture

Overhead Electric

On Center

Non-Plastic

Northeast

Northbound

North

Traffic Control Devices

Manual of Uniform

Minimum

Modified

Maximum Dry Content

Maximum

Moisture Content

Macadam

Left

Light Pole

Low Point

Limit of Disturbance

Liquid Limit

Linear Feet

Length

K Inlet

Junction Box

Invert

Inlet Sediment Trap

Inch

High Point

Hot Mix Asphalt

Water Valve

Waters of the United States

Wrapped Steel

Water Meter

Wetland Buffer

Westbound

West

Water

Vertical Curve Length

Vertical Clearance

of Agriculture

United States Department

Utility Pole

Underground

Under Drain

Typical

Topsoil

Top of Slab

Temporary Swale

Traverse

Top of Manhole

Traverse Line

Top of Grate

Top of Cover

Telephone

Tangent

Stormwater Management

Square Yards

Single Opening

Station

Standard

Super Silt Fence

Stopping Sight Distance

Standard Penetration Testing

Structural Plate Pipe

Sheet

Square Feet

Silt Fence

Super Elevation

Surface Drain Ditch

Storm Drain

Southbound

Sanitary Sewer

South

Raised Pavement Marking

Rootmat

Rock Quality Designation

Reinforced Cement Concrete Pipe

Reinforced Cement Pipe

Right of Way

Right

Rock Fragments

L

L

H.E.R.C.P.

HDWL.

H.D.P.

H.B.

G.V.

G

FWD.

F.H.

F.B.D.

F or FL

FF

FT.

EX. or EXIST.

ES

E.R.C.C.P.

ELEV.

E.B.

EA.

E

E

E

D.O.

DIA.

D.I.

D.H.V.

DC

CORR.

COR.

CONSTR.

CONC.

COMB.

C.O.

CMP

CLF

CL.

C or C/ L

C.B.R.

CATV

C.C.

BOT.

B.M.

B.C.

BIT.

BK

B or B/ L

APPROX.

AHD

ADT

A.A.S.H.T.O.

R

PVT

PVRC

PVI

PVC

P.V.C.

P.T.

PT.

P.R.C.

PROP.

P.O.T.

P.O.C.

P.I.

P.I.

P/R

P/GL

P.G.L.

P.G.E.

P/GE

P/C

P.C.C.

P.C.

PAV'T.

O.M.

OHE

O.C.

N.P.

N.E.

N.B.

N

MUTCD

MIN.

MOD.

M.D.D.

MAX.

M.C.

MAC.

LT.

L.P.

LP

LOD

L.L.

L.F.

L

K

J.B.

INV.

I.S.T

IN

HP

HMA

W.V.

WUS

W.S.

W.M.

WB

W.B.

W

W

V.C.L.

VCL

U.S.D.A.

U.P.

U.G.

U.D.

TYP.

T.S.

T.S.

TS

TRAV.

T.M.

T or TL

T.G.

T.C.

T

T

SWM

S.Y.

SO.

STA.

STD.

SSF

SSD

S.P.T.

S.P.P.

SHT.

S.F.

SF

S/E

S.D.D.

S.D.

SB or S/ B

SAN.

S

RMP

R.M.

R.Q.D.

R.C.C.P.

R.C.P.

RW or R/ W

RT.

R.F.

PROPOSED CURB & GUTTER

EXISTING CURB & GUTTER

TREE

TREE REMOVAL

STORM DRAIN INLET

STORM DRAIN MANHOLE

AND ABBREVIATIONS

GENERAL NOTES

C-001

LOC

2

SHALL BE INCIDENTAL TO THE OVERALL CONTRACT COSTS.

SEDIMENT CONTROL HANDBOOK". ALL COSTS ASSOCIATED WITH ADHERING TO THE STANDARDS

PREVENTION SPECIFICATIONS AS DETAILED IN SECTION 3.6 OF THE "DELAWARE EROSION AND

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE CONSTRUCTION SITE POLLUTION 14.

BE INCIDENTAL TO THE OVERALL CONTRACT COSTS.

SEDIMENT CONTROL HANDBOOK". ALL COSTS ASSOCIATED WITH ADHERING TO THE STANDARDS SHALL

PREVENTION SPECIFICATIONS AS DETAILED IN SECTION 3.6 OF THE "DELAWARE EROSION AND

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE CONSTRUCTION SITE POLLUTION

12. THE DISTURBED AREA FOR THIS PROJECT IS .80 ACRES.

11. THE CONTRACTOR SHALL NOT BE REQUIRED TO HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT.

ELECTRONIC PROJECT FILES WILL NOT BE MADE AVAILABLE TO THE CONTRACTOR10.

GRASS SHALL BE AT THE CONTRACTOR'S EXPENSE.

OF FINAL INSPECTION, ALL COSTS ASSOCIATED WITH REESTABLISHING A SATISFACTORY STAND OF

ENGINEER DETERMINES THAT A SATISFACTORY STAND OF GRASS DOES NOT EXIST AT THE TIME

RESTORATION OF THE STAGING AREA SHALL BE AT THE CONTRACTOR'S EXPENSE. IF THE

DRY GROUND. ALL COSTS ASSOCIATED WITH - SECTION 734 FOR PERMANENT GRASS SEEDING

TO THE SATISFACTION OF THE ENGINEER. THE SEED SHALL ADHERE TO THE SPECIFICATIONS OF

STANDARD SPECIFICATIONS 732, 734 AND 735, FOR TOPSOIL, SEED AND MULCH RESPECTIVELY,

BE RE-GRADED, TOPSOILED, SEEDED AND MULCHED IN ACCORDANCE WITH DELAWARE

SHALL BE RESTORED TO ITS ORIGINAL CONDITION. IF THE AREA IS UNPAVED, IT SHALL

CONTRACTOR UPON COMPLETION OF THE CONTRACT. IF THE STAGING AREA IS PAVED, IT

THE CONTRACTOR FOR STAGING OPERATIONS SHALL BE FULLY RESTORED BY THE

BY THE ENGINEER SHALL BE INSTALLED IN ALL STAGING AREAS. ALL AREAS USED BY

PROPER EROSION AND SEDIMENT CONTROL MEASURES AS DETERMINED - STAGING AREAS 9.

ALL CONFLICTS SHALL BE REPORTED TO THE ENGINEER.

CROSSING ELEVATIONS PRIOR TO FABRICATION OF PRECAST DRAINAGE STRUCTURES.

SHALL VERIFY ALL PROPOSED INLET AND MANHOLE LOCATIONS AND EXISTING UTILITY

TO SUIT FIELD CONDITIONS AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR

INVERT ELEVATIONS: ALL INVERT ELEVATIONS ARE APPROXIMATE AND MAY BE VARIED8.

UNLESS OTHER TREATMENT IS CALLED FOR.

THE CONTRACTOR MUST PROTECT IN PLACE ALL ACTIVE UNDERGROUND UTILITIES 7.

OR ALL INCLUSIVE.

FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT GUARANTEED TO BE ACCURATE

UTILITIES: THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE6.

SPECIAL PROVISIONS.

THE CONTRACTOR'S PROPERTY UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE

MATERIALS SALVAGED: MATERIAL SALVAGED DURING CONSTRUCTION SHALL BECOME5.

CONTRACTOR AT ANY DRAINAGE STRUCTURES BEFORE ORDERING.

PIPE CULVERTS: THE LOCATION AND LENGTH OF PIPES SHALL BE VERIFIED BY THE4.

AND GEODETIC SURVEY MEAN SEA LEVEL DATUM OF 1988 (NAVD 88).

ON THE PLANS. ALL ELEVATIONS ARE IN FEET AND ARE BASED ON THE U.S. COAST

VERTICAL CONTROL: THE LOCATION AND ELEVATION OF BENCH MARKS ARE SHOWN3.

STATE PLANE COORDINATE SYSTEM, NAD 83/91.

HORIZONTAL CONTROL: THIS PROJECT IS ORIENTED TO CONFORM TO THE DELAWARE2.

INCLUDING ALL REVISIONS UP TO THE DATE OF ADVERTISEMENT.

DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION DETAILS", DATED 2001,

OF TRANSPORTATION "STANDARD SPECIFICATIONS", DATED AUGUST 2001 AND THE DELAWARE

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DELAWARE DEPARTMENT1.

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SHEET NO.

DEPARTMENT OF TRANSPORTATIONDELAWARE

CONTRACT

1201680102

COUNTYDESIGNED BY:

CHECKED BY:

WES

RJM

BRIDGE NO.ADDENDUMS / REVISIONS

NOT TO SCALE

39

TRUCK WASH FACILITYMAGNOLIA YARD

KENT

N/A


1

N.T.S.

FINISHED GRADE

C-002C-002

PROP. 6" PVC SAN

MANHOLE WALL

EXISTING CONCRETE

2

N.T.S.C-002C-002

INVERTINVERT MANHOLE WALL

EXISTING BRICK

PROP 6" PVC SAN

FINISHED GRADE

4"-45° PVC HOR. BEND

6" PVC SDR 35 PIPE

6"x 4" PVC SDR 35 WYE

4" PVC SDR 35 RISER (IF NECESSARY)

9" MIN. 9" MIN.

PLUG OR CAP

(SEE PAVEMENT PATCH DETAIL)

FINISHED PAVEMENT

PROVIDE RUBBER GASKETOR APPROVED EQUAL

HEAVY DUTY CAST IRON FRAME AND COVER

FINISHED GRADE

SAND CUSHION

PIPE AND EXTEND TO TOP OF PIPE

2 LAYERS OF TAR PAPER AROUND

(SEE DETAIL THIS SHEET)PVC CLEANOUT PIPE

FINISHED GRADE

4"-45° PVC HOR. BEND

(SEE DETAIL THIS SHEET)

CLEANOUT COVER ASSEMBLY

6" PVC SDR 35 PIPE

6"x 4" PVC SDR 35 WYE

4" PVC SDR 35 RISER (IF NECESSARY)

9" MIN. 9" MIN.

LIMIT OF EXCAVATION

(SEE PAVEMENT PATCH DETAIL)FINISHED PAVEMENT

3

N.T.S.C-002C-002

4

N.T.S.C-002C-002

5

N.T.S.C-002C-002


LIMIT OF EXCAVATION

(SEE DETAIL THIS SHEET)


ROOF DRAIN CLEANOUT DETAIL - INLINE ROOF DRAIN CLEANOUT DETAIL - AT BEND

SITE DETAILS

ADAPTER HUB

OR PVC CLEANOUT

CLEANOUT

C.I. PANELLA TYPE

PVC CLEANOUT ADAPTER

RECOMMENDATIONS FOR

MANUFACTURERS

JOINT AS PER

PIPE SEAL GASKET OR

„"

R

‚"

R w/ RAISED HEAD

BRASS C.O. PLUG

NON-SHRINK GROUT

PIPE WITH

OPENING AROUND

NECESSARY AND FILL

BRICK AS

REMOVE EXISTING

NON-SHRINK GROUT

AROUND PIPE WITH

PIPE AND FILL OPENING

CORE DRILL CONCRETE FOR

5•

"

12"

10•"

†"

„" …"

ƒ"

‡"

6"

2"•"

3"

3"

PIPE

16"•"

9"3"

•"

8"

2"

4"

ƒ"1 ‚" R

CONNECTION TO EXISTING BRICK OR CONCRETE CATCH BASIN DETAIL

EXISTING CATCH BASIN

SELECT BACKFILL MATERIAL SELECT BACKFILL MATERIAL

12" CONCRETE ENCASEMENT 12" CONCRETE ENCASEMENT

CONCRETE

C-002

3

COURSE TYPE B (302007)

8" GRADED AGGREGATE BASE

160 GYRATIONS, PG 64-22 (401810)

7" WMA SUPERPAVE, TYPE B,

PROCTOR DENSITY ASTM 01557)

COMPACTED SUBGRADE (95% MOD.

FULL-DEPTH ASPHALT PAVEMENT DETAIL

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SHEET NO.


CONTRACT

1201680102

COUNTYDESIGNED BY:

CHECKED BY:

WES

RJM


NOT TO SCALE

39


KENT

N/A


393536.620632446.362 MY-4

393480.293632507.725 MY-3

393395.722632432.521 MY-2

393454.032632371.938 MY-1

EAST NORTH BORING ID

10 20 30

RIGID PAVEMENT (CONC)

AREA OUTLINED IS12"

HD

PE

PART HOTMIX

GRAVEL &

AREA IS PART


AREA OUTLINED IS

PROPANE TANK

BUILDING w/ ROOF

24" TALL BLOCK WALL

EXIST BUILDING

BASINS

CATCH

4.5'x3.4'


AREA OUTLINED IS

MY-1

MY-2MY-3

MY-4

SOIL BORING PLAN

C-101

C-101

N

4

SOIL BORING PLAN

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TOTAL SHTS.

SHEET NO.


CONTRACT

1201680102

COUNTYDESIGNED BY:

CHECKED BY:

WES

RJM


SCALE

FEET

0

39


KENT

N/A

35

35

36

36

36

36

37

37

37

37

37

37

38

TR

AVERSE P

OIN

T J

MT3

BLD

G.

CO

R.

SC

ALE

NOT T

O

WV

D.I.

WV


PART HOTMIX

GRAVEL &

AREA IS PART

= 37.23F.F. ELEVWASH BAY

24" HDPE

12"

HD

PE

12"

HD

PE

36" HDPE12" HDPE

18"

HD

PE

PART HOTMIX

GRAVEL &

AREA IS PART

1.5%2.0%

FU

TU

RE

WE

LL

PR

OP

WA

TE

R

TO

PROP BOLLARD (TYP)


AREA OUTLINED IS

EXIST BUILDING

EXIST BUILDING

EXIST BUILDING

EXIST BUILDING

BASIN

CATCH

3.4'x1.8'

BASINS

CATCH

4.5'x3.4'

PAVEMENT

FLEXIBLE

EDGE OF

BASINS

CATCH

4.5'x3.4'

BASINS

CATCH

4.5'x3.4'


AREA OUTLINED IS

LEGEND:

PROPOSED STORM DRAIN PIPE

PROPOSED WATER LINE

5


AREA OUTLINED IS

FLEXIBLE PAVEMENT

AREA OUTLINED IS

N

C-102 C-002

C-102

PROP 6" PVC CONNECT TO ROOF DRAINS

PROP 6" PVC CONNECT TO ROOF DRAINS

SANITARY CLEANOUT COVER

5

(TO BE REMOVED)

BUILDING w/ ROOF

24" TALL BLOCK WALL

(TO BE REMOVED)

PROPANE TANK

PR

OP 12

"

HD

PE

PROP 12" HDPE

NEW CATCH BASIN

PR

OP 8" P

VC

PR

OP 8" P

VC

10 20 30

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TOTAL SHTS.

SHEET NO.


CONTRACT

1201680102

COUNTYDESIGNED BY:

CHECKED BY:

WES

RJM


SCALE

FEET

0

39


KENT

N/A

SITE PLAN

WV

D.I.

D.I.

D.I.

WV

D.I.

D.I.


24" HDPE

12"

HD

PE

12" HDPE

12"

HD

PE

PART HOTMIX

GRAVEL &

AREA IS PART

FU

TU

RE

WE

LL

PR

OP

WA

TE

R

TO

PROP BOLLARD (TYP)


AREA OUTLINED IS

EXIST BUILDING

EXIST BUILDING

EXIST BUILDING

BASIN

CATCH

3.4'x1.8'

BASINS

CATCH

4.5'x3.4'

EXIST BUILDING

PAVEMENT

FLEXIBLE

EDGE OF

BASINS

CATCH

4.5'x3.4'

BASINS

CATCH

4.5'x3.4'


AREA OUTLINED IS


PROPOSED WATER LINE


LEGEND:


AREA OUTLINED IS

3

4

2

1 5 6

7 8

B-1

B-2

B-3

B-4B-5

B-6

B-7 B-8 B-9

B-10

B-11

B-12

B-13

B-14

B-15

B-16B-17

B-18B-19

B-20

B-21

SITE STAKEOUT PLAN

36.93APPROACH393416.992632588.277 8

37.23APPROACH393402.450632544.913 7

36.93APPROACH393441.352632531.771 6

37.23APPROACH393426.810632518.407 5

37.23APPROACH393345.629632443.452 4

37.23APPROACH393320.921632470.327 3

36.83APPROACH393306.548632456.778 2

36.83APPROACH 393330.908632430.272 1

ELEV.DESCRIPTION EAST NORTH POINT NO

N

C-103

NAILJMT3 393377.993 632406.811 35.604

NAILJMT2 393272.818 632520.828 37.935

NAILJMT1 393449.024 632692.388 38.345

DESCRIPTION PT. NORTH EAST ELEV.

BENCH MARKS

B-22

B-23

393342.225632502.128 B-23

393347.638632496.238 B-22

393401.661632545.772 B-21

393402.956632545.718 B-20

393402.826632541.244 B-19

393405.134632543.348 B-18

393413.652632529.445 B-17

393415.961 632531.567 B-16

393420.042632527.126 B-15

393425.455632521.236 B-14

393427.599632517.548 B-13

393348.833632508.202 B-12

393354.246632502.311 B-11

393335.598632496.039 B-10

393341.012632490.149 B-9

393320.300632471.001 B-8

393320.246632469.706 B-7

393322.424632467.336 B-6

393335.497632457.621 B-5

393333.250632455.556 B-4

393337.331632451.115 B-3

393342.745632445.225 B-2

393346.239 632442.777 B-1

EAST NORTH BOLLARD NO

6

(TO ME REMOVED)

BUILDING w/ ROOF

24" TALL BLOCK WALL

(TO ME REMOVED)

PROPANE TANK

PR

OP 12

"

HD

PE

PROP 12" HDPE

PR

OP 8" P

VC

PR

OP 8" P

VC

PROP 6" PVC

PR

OP 6"

PV

C

PROP 6" PVC

10 20 30

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SHEET NO.


CONTRACT

1201680102

COUNTYDESIGNED BY:

CHECKED BY:

WES

RJM


SCALE

FEET

0

39


KENT

N/A

WV

D.I.

D.I.

D.I.

D.I.

WV

D.I.

D.I.

D.I.

+

+

+

MAG. NAIL

JMT2

TRAV PT.

TRAVERSE POINT JMT2

BLDG.COR.COR. C.B.

24.6'

33.6'

31.

8'

TRAVERSE POINT JMT3

D.I.

MAG. NAIL

JMT3

TRAV PT.

C.B.COR.

BLDG.COR.

BLDG.COR.

63.2'

44.3'

37.4'

SCALENOT TOSCALE

NOT TO

N

N

JMT3 393377.993 632406.811 35.604 NAIL

JMT2 393272.818 632520.828 37.935 NAIL

JMT1 393449.024 632692.388 38.345 NAIL

PT. NORTH EAST ELEV.

SURVEY FEET

NAVD 1988

NAD 1983 / 2011

TABLE OF CONTROL

+

++

+D.I.

+

+

+

TRAVERSE POINT JMT1

33.0'

15.1'

10.3'

BLDG.COR.

COR. C.B.

BLDG.COR.MAG. NAIL

JMT1

TRAV PT.

SCALENOT TO

N

JMT3 393377.993 632406.811 35.604 NAIL

JMT2 393272.818 632520.828 37.935 NAIL

JMT1 393449.024 632692.388 38.345 NAIL

PT. NORTH EAST ELEV.

SURVEY FEET

NAVD 1988

NAD 1983 / 2011

TABLE OF CONTROLUnofficial Website Copy


AREA OUTLINED IS


24" HDPE

12"

HD

PE

36" HDPE12" HDPE

18"

HD

PE

PART HOTMIX

GRAVEL &

AREA IS PART

PR

OP 6" STOR

M

FU

TU

RE

WE

LL

PR

OP

WA

TE

R

TO

PROP BOLLARD (TYP)


AREA OUTLINED IS

PROPANE TANK

BUILDING w/ ROOF

24" TALL BLOCK WALL

EXIST BUILDING

EXIST BUILDING

EXIST BUILDING

EXIST BUILDING

BASIN

CATCH

3.4'x1.8'

BASINS

CATCH

4.5'x3.4'

EXIST BUILDING

PAVEMENT

FLEXIBLE

EDGE OF

BASINS

CATCH

4.5'x3.4'

BASINS

CATCH

4.5'x3.4'


AREA OUTLINED IS

GRADING PLAN

EXISTING MINOR CONTOUR

PROPOSED MINOR CONTOUR

LEGEND:

36.2

37.4N

C-104

7

LIMITS OF EXCAVATION

10 20 30

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TOTAL SHTS.

SHEET NO.


CONTRACT

1201680102

COUNTYDESIGNED BY:

CHECKED BY:

WES

RJM


SCALE

FEET

0

39


KENT

N/A

35.4

35.6

35.8

35.8

35.8

36

36

3636.2

36.2

36.2

36.2

36.4

36.4

36.4

36.4

36.4

36.4

36.6

36.6

36.6

36.6

36.6

36.6

36.6

36.6

36.8

36.8

36.8

36.8

36.8

36.8

36.8

36.8

37

37

37

37

37

37

37

37

37.2

37.2

37.2

37.2

37.2

37.2

37.2

37.2

37.4

37.4

37.4

37.4

37.4

37.4

37.4

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.8

37.8

37.8

37.8

37.8

37.8

38

38

38

38

38

38

38

38.2

38.2

38.2

38.2

38.2

38.4

38.4

38.4

38.4

38.638.6

38.6

38.8

38.8

38.8

39

39

39.2

39.2

36.2

36.2

36.4

36.4

36.4

36.4

36.6

36.6

36.6

36.836.8

36.8

36.836.8

37.2

37.237.2

37.2

37.2

37.2

37.2

37.4

37.6

37.8

37.8

38.2

38.2

WV

D.I.

D.I.

D.I.

WV

D.I.

D.I.


PART HOTMIX

GRAVEL &

AREA IS PART


24" HDPE

12"

HD

PE

12" HDPE

18"

HD

PE

PART HOTMIX

GRAVEL &

AREA IS PART

1.5%2.0%

N


AREA OUTLINED IS

EXIST BUILDING

EXIST BUILDING

EXIST BUILDING

EXIST BUILDING

BASIN

CATCH

3.4'x1.8'

BASINS

CATCH

4.5'x3.4'

EXIST BUILDING

PAVEMENT

FLEXIBLE

EDGE OF

BASINS

CATCH

4.5'x3.4'

BASINS

CATCH

4.5'x3.4'


AREA OUTLINED IS

LEGEND:


PROPOSED WATER LINE


AREA OUTLINED IS

FLEXIBLE PAVEMENT

AREA OUTLINED IS

UTILITY PLANCOMPOSITE

80+00

CONNECT TO EX C.B.393253.425632503.371 80+95

6" 22.5° HORIZ BEND393275.163632493.273 80+71

6" 45° LATERAL393299.648632492.239 80+46

6" 45° HORIZ BEND393335.719632490.717 80+10

CONNECT TO OWS393343.082632497.484 80+00

DESCRIPTION EASTNORTH STATION

C-105

BY CHESAPEAKE UTILITIES PROP GAS SERVICE PROVIDED

PR

OP 8" P

VC

R-1

R-2

R-3

R-4

R-6

R-5

10

+00

PI Sta. 10+01.25

PI Sta. 10

+08.3

2

PO

T

Sta. 1

0+62.4

0

PO

T

Sta. 1

1+22.6

5

PI S

ta. 1

1+26.3

0

PO

T

Sta. 11

+47.3

9

20

+00

PI Sta. 20+08.3

2

PO

T

Sta.

20

+62.4

0

PI Sta.

20

+96.3

7

PO

T

Sta. 21+

21.

80

40+00PI S

ta. 4

0+04.8

8

POT Sta. 40+13.5

4

PI Sta. 50+01.25

50

+0

8.3

2

8

PO

T

Sta. 8

0+00.0

0

PI S

ta. 8

0+10.1

9

PI Sta. 8

0+45.7

5

POT Sta. 80+88.89

PI Sta. 20+01.25

30

+00

PI Sta. 30+15.18

POT Sta. 30+20.41

P-1

P-2

P-3

P-4

P-5

P-6

P-7

P-8

P-9

P-10

P-11

P-12

P-13

P-14

ROOF DRAIN PIPE

PROP 6" PVC

PROP 6" PVC

ROOF DRAIN INLETS

391893.809632544.431 R-6

393361.488632507.835 R-5

393321.667632471.239 R-4

393426.233632517.311 R-3

393386.412632480.715 R-2

393346.590632444.119 R-1

EASTNORTH DRAIN NO.

P-15

(TO BE REMOVED)

BUILDING w/ ROOF

24" TALL BLOCK WALL

(TO BE REMOVED)

PROPANE TANK

393469.818632527.470 P-15

393425.855632575.307 P-14

393400.846632552.324 P-13

393400.548632545.259 P-12

393361.025632515.728 P-11

393360.727632508.663 P-10

393306.738632484.525 P-9

393311.483632482.320 P-8

393339.831632429.588 P-7

393342.513632432.053 P-6

393342.878632440.707 P-5

393386.875632472.821 P-4

393387.173632479.886 P-3

393426.696632509.418 P-2

393426.994632516.482 P-1

EASTNORTH POINT NO.

INLET

24"x34"

INLET

24"x34"

POT Sta. 35+00.00

POT Sta. 35+64.97

PROP BOLLARD (TYP)

PR

OP 12

"

HD

PE

PROP 12" HDPE

PR

OP 8" P

VC

PR

OP 6"

PV

C

FU

TU

RE

WA

TE

R

WE

LL

PR

OP

WA

TE

R

TO

CONTRACT.

SCOPE SHALL INCLUDE 100' OF 4" HDPE PIPING AS PART OF THIS

INSTALLED AS PART OF A SEPARATE CONTRACT. CONTRACTOR PRICING AND

PROPOSED WATER LINE TO NEW WELL INSTALLED ON SITE. WELL TO BE

10 20 30

5/12/2016

Q:\

SM

D\12

0995_017

_Magnolia_

Mainte

nance\C

AD

D\SIT

E\CS10

5.d

gn

TOTAL SHTS.

SHEET NO.


CONTRACT

1201680102

COUNTYDESIGNED BY:

CHECKED BY:

WES

RJM


SCALE

FEET

0

39


KENT

N/A

WV

D.I.

D.I.

D.I.

WV

D.I.

D.I.


FF=37.23

WASH BAY

OWS

PROP 8" SAN LEAVING OWS

CATCH BASIN

4.5'X3.4'

10 20 30

PROP 6" ROOF DRAIN PIPE

PROP 6" ROOF DRAIN PIPE PROP 12" STORM DRAIN PIPE

EX. / PR. GROUND

UTILITY PROFILES

C-106

9

EX. / PR. GROUND

EX. / PR. GROUND

30

32

34

36

38

35+00 35+50

EX. / PR. GROUND

30

32

34

36

38

30

32

34

36

38

30

32

34

36

3818

" IN

V. 32.37

24" IN

V. 32.41

18" IN

V. 32.38

@ 0.14%80 LF 8" PVC

INV. 32.50

PR

OP 8"

EX-1

CB

INV. 32.37

PR

OP 8"

32

34

36

38

30

80+00 80+50 90+00

30

32

34

36

38

28 28

2626

5/12/2016

Q:\

SM

D\12

0995_017

_Magnolia_

Mainte

nance\C

AD

D\SIT

E\CS10

6.d

gn

TOTAL SHTS.

SHEET NO.


CONTRACT

1201680102

COUNTYDESIGNED BY:

CHECKED BY:

WES

RJM


SCALE

FEET

0

39


KENT

N/A

10+00 10+50 11+00

30

32

34

36

38

37.03

37.65

36.88

36.91

36.80

36.84

18" IN

V. 32.7

EX-1

CB

148 LF 6" PVC ROOF DRAIN @ 0.32%

INV. 33.08

PR

OP 6"

20+00 20+50 21+00

30

32

34

36

38

37.59

37.87

38.17

37.48

18" IN

V. 33.32

EX-1

CB

@ 0.32%96.5 LF 6" PVC

PR-2

CB

IN

V. 33.66

PR

OP 6"

INV. 33.91

PR

OP 6"

@ 0.32%25.5 LF 12" HDPE

INV. 33.65

PR

OP 12

"

INV. 33.28

PR

OP 12

"

36.38

36.73

36.65

PR-2

CB

@ 0.32%65 LF 12" HDPE

PR-1

CB

INV. 33.08

PR

OP 12

"

INV. 33.91

PR

OP 12

"


PART HOTMIX

GRAVEL &

AREA IS PART


24" HDPE

12"

HD

PE

12"

HD

PE

36" HDPE12" HDPE

PART HOTMIX

GRAVEL &

AREA IS PART

1.5%2.0%

PR

OP 6" STO

RM

FU

TU

RE

WE

LL

PR

OP

WA

TE

R

TO

PROP BOLLARD (TYP)


AREA OUTLINED IS

EXIST BUILDING

EXIST BUILDING

EXIST BUILDING

EXIST BUILDING

BASIN

CATCH

3.4'x1.8'

BASINS

CATCH

4.5'x3.4'

EXIST BUILDING

PAVEMENT

FLEXIBLE

EDGE OF

BASINS

CATCH

4.5'x3.4'

BASINS

CATCH

4.5'x3.4'


AREA OUTLINED IS

LEGEND:


PROPOSED WATER LINE


AREA OUTLINED IS

FLEXIBLE PAVEMENT

AREA OUTLINED IS

1

3 4

2

AND TEMPORARY ORANGE CONST FENCE

LIMITS OF CONTRUCTION DISTURBANCE

N

SF SILT FENCE

TEMPORARY ORANGE CONSTRUTION FENCE

INLET SEDEMENT CONTROL E-4 (2014)

C-107

CONTROL PLAN

EROSIN SEDIMENT 10

18"

HD

PE

393397.275632639.020 4

393230.366632485.629 3

393488.102632532.486 2

393323.668632378.356 1

EASTNORTH NO

(TO BE REMOVED)

BUILDING w/ ROOF

24" TALL BLOCK WALL

(TO BE REMOVED)

PROPANE TANK

SECURITY SYSTEM

2W-4" DUCTBANK FOR

SEE E-102

(APPROX 400')

DELMARVA POLE.

SERVICE FROM EXIST

FOR DELMARVA

2W-4" DUCTBANK

10 20 30

5/11/2016

Q:\

SM

D\12

0995_017

_Magnolia_

Mainte

nance\C

AD

D\SIT

E\CS10

7.d

gn

TOTAL SHTS.

SHEET NO.


CONTRACT

1201680102

COUNTYDESIGNED BY:

CHECKED BY:

WES

RJM


SCALE

FEET

0

39


KENT

N/A

WV

D.I.

D.I.

D.I.

WV

D.I.

D.I.


ALIGN

A

4

A201

4

A401

DEMOLISHED DOOR

EXISTING DOOR

NEW DOOR WITHDOOR TAG

DEMOLISHED WALL

EXISTING WALL

NEW WALL

FACE OF WALLS

WALL TAG

WINDOW TAG

ROOM NAME AND TAG

EXTERIOR ELEVATION SYMBOL

ENLARGED VIEW SYMBOL

SF ROOM OR AREA SQUAREFOOTAGE

ONE HOUR RATED WALL

TWO HOUR RATED WALL

CL CENTERLINE

NameElevation

ELEVATION LEVEL REFERENCE

SPOT ELEVATION REFERENCEXXX

A101

1 Ref

1

Ref

1 Ref

1

Ref

INTERIOR ELEVATION SYMBOL

1t

Room name

101

101A

GENERAL CONSTRUCTION NOTES

1. CONTRACTOR SHALL VERIFY AS SOON AS POSSIBLE AFTER WALK-THRU, THE ACCURACY OF ALLEXISTING DIMENSIONS AND ELEVATIONS WHICH ARE REFERENCED ON THESE DOCUMENTS. REPORTANY DISCREPANCIES TO THE ARCHITECT.

2. CONTRACTOR TO PROVIDE BLOCKING AS NECESSARY IN WALLS TO SUPPORT ALL CASEWORK, WALLMOUNTED DEVICES, AND EQUIPMENT. WOOD BLOCKING REQUIRED TO BE FIRE RETARDANT TREATED.

3. ALL DIMENSIONS ARE TO FACE OF DRYWALL, UNLESS NOTED OTHERWISE.

4. CONTRACTOR TO PROVIDE ALL EQUIPMENT, CASEWORK, ETC INDICATED ON THE PLANS UNLESSSPECIFICALLY STATED NOT IN CONTRACT (NIC). CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ANDALL COSTS RESULTING FROM DIMENSIONAL CHANGES IN EQUIPMENT, CASEWORK, ETC AND ANYELECTRICAL/MECHANICAL/PLUMBING CHANGES.

5. ALL CONTRACTORS SHALL COORDINATE LOCATIONS, CLEARANCES, AND ELEVATIONS OF BUILDINGSTRUCTURE, HVAC WORK, ELECTRICAL WORK, LIGHT FIXTURES, MECHANICAL WORK, CEILINGS AND THELIKE WITH THEIR RESPECTIVE WORK PRIOR TO FABRICATION AND INSTALLATION. CONTRACTOR SHALLNOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR POTENTIAL CONFLICTS BEFORE PROCEEDINGWITH THE WORK.

6. ALL WORK SHALL CONFORM TO LOCAL BUILDING CODES AND REGULATIONS AND SHALL BE INSTALLEDACCORDING TO THE JOINT REQUIREMENTS AND DECISIONS OF ALL LOCAL AUTHORITIES. IF ANYCONTRACTOR OR SUBCONTRACTOR PERFORMS ANY WORK CONTRARY TO THE LOCAL BUILDING CODEAND ORDINANCES, RULES AND REGULATIONS, WITHOUT PRIOR WRITTEN NOTICE TO THE OWNER, HESHALL BEAR ALL COSTS ARISING THEREFROM.

7. WHERE DISCREPANCIES EXIST BETWEEN VARIOUS DRAWINGS, THE CONTRACTOR WILL OBTAIN THEARCHITECT'S INTERPRETATION BEFORE PROCEEDING. THE CONTRACTOR WILL BE RESPONSIBLE FORIMPLEMENTING ANY REASONABLE INTERPRETATION AT NO ADDITIONAL COST TO THE OWNER.

8. COORDINATE AND SCHEDULE WORK WITH THE OWNER TO ACCOMMODATE THE OWNER'S NORMALACTIVITIES AND TO MAINTAIN THE SAFETY OF THE OWNER'S PROPERTY, STAFF AND OTHERS USING THESITE.

ADDENDUMS / REVISIONS

DELAWAREDEPARTMENT OF TRANSPORTATION

KENT

T201680102

TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

MAGNOLIA TRUCK WASH

$D

AT

E_U

SE

R$

39

Q:\SMD\120995_017_Magnolia_Maintenance\CADD\ARCHITECTURAL\12-0995-017 Magnolia Facility Wash Bay_100 percent .rvt

ARCHITECTURAL

SYMBOLS AND

NOTES

DCH

BAM

11

A-001

DRAWING LEGEND


1

A-201

2

A-201

WASH BAY

101

CONCRETE APRON

20' - 0" 110' - 0"

CONCRETE APRON

20' - 0"

1

A-301

3' - 4" 4' - 0"

2

A-301 20' -

0"

16' -

0"

2' -

0"

36' -

0"

8' -

0"3'

- 0"

8' -

0"3'

- 0"

TRAVEL

EQUIPMENT ROOM

102

4' - 0" 3' - 4" 3' - 4" 4' - 0"

3

A-201

4' - 0" 3' - 4" 45' - 8" 3' - 4" 3' - 4" 4' - 0"

101a

101c101b

102a 102c

102d

102f 102e

4

A-201

16' -

0"

2' -

0"

1 3

2

4

55

255

102b

6

6

102g

3FD FD

7 7FD

7

4' 0' 4' 8'

SCALE 1/8"=1'-0"

SHEET KEYNOTES:12" TRENCH DRAIN. REFER TO STRUCTURAL.

CONCRETE FILLED PIPE BOLLARD, REFER TO CIVIL.

AUTOMATED WASH EQUIPMENT AND CONTROLS, BY OTHERS.

16' x 13' CLEAR SPACE FOR BRINE OPERATIONS.

BRINE FILL STATION, TYP OF 4.

EPOXY COATING OVER CONCRETE SLAB. TURN COATING UP WALL 8" MIN.

FLOOR DRAIN, REF PLUMBING.

1

2

3

4

5

6

7



KENT

T201680102

TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

MAGNOLIA TRUCK WASH

$D

AT

E_U

SE

R$

39


FLOOR PLANDCH

BAM

12

A-101

1/8" = 1'-0"A-101

1 FLOOR PLAN


1

A-201

2

A-201

1

A-301

2

A-301

3

A-201

4

A-201

SLO

PE

2:1

2S

LOP

E 2

:12

1

1

2

3

2

33

3 4

4

4

3

3

SHEET KEYNOTES:NEW STANDING SEAM METAL ROOF OVER POLYISOCYANURATE INSULATION.

NEW 5"x5" PREFINISHED METAL GUTTER.

NEW 3"x4" PREFINISHED METAL DOWNPSOUT.

LINE OF WALL BELOW.

1

2

3

4



KENT

T201680102

TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

MAGNOLIA TRUCK WASH

$D

AT

E_U

SE

R$

39


ROOF PLANDCH

BAM

13

A-102

1/8" = 1'-0"A-102

1 ROOF PLAN


FINISH FLOOR0' - 0"

UPPER ROOF21' - 4"

STAINLESS STEELCOILING DOOR

VERTICAL METAL PANEL OVERFURRING STRIPS AND R10 RIGIDINSULATION OVER GLAZED CONCRETEMASONRY UNITS (WASH BAY)

2

A-301

CONCRETE FILLED PIPEBOLLARD, REF STRUCTURAL


LOWER ROOF16' - 8"

STANDING SEAM METAL ROOFOVER R-25 POLYISOCYANURATEINSULATION

PREFINSHED METAL GUTTERAND DOWNSPOUT

TIE DOWNSPOUT INTOUNDERGROUND STORM DRAINAGE

VERTICAL METAL PANELOVER FURRING STRIPS ANDR10 RIGID INSULATION OVERCONCRETE MASONRY UNITS(EQUIPMENT ROOM)

102g

101b

122

122

WALL MOUNTED LIGHTFIXTURE, REF ELECTRICAL

FINISH FLOOR0' - 0"

UPPER ROOF21' - 4"

1

A-301

STANDING SEAM METAL ROOFOVER R25 POLYISOCYANURATEINSULATION

PREFINISHED METAL GUTTERAND DOWNSPOUT

SNOW GUARD

101a

VERTICAL METAL PANEL OVERFURRING STRIPS AND R10 RIGIDINSULATION OVER GLAZEDCONCRETE MASONRY UNITS(WASH BAY)

FLUE THROUGH WALL,TYP. SEE MECHANICAL

INTAKE THROUGH WALL,TYP. SEE MECHANICAL


FINISH FLOOR0' - 0"

1

A-301

LOWER ROOF16' - 8"

STANDING SEAM METAL ROOFOVER R25 POLYISOCYANURATEINSULATION

VERTICAL METAL PANEL OVERFURRING STRIPS AND R10 RIGIDINSULATION OVER CONCRETEMASONRY UNITS

PREFINISHED METAL GUTTERAND DOWNSPOUT

SNOW GUARD

STAINLESS STEEL DOORAND FRAME

LOUVER


102e 102f

FLUE THROUGH WALL,TYP. SEE MECHANICAL

INTAKE THROUGH WALL,TYP. SEE MECHANICAL

L1 L2 L1

L3 L3


FINISH FLOOR0' - 0"

UPPER ROOF21' - 4"

2

A-301

LOWER ROOF16' - 8"


CONCRETE FILLED PIPEBOLLARD, REF STRUCTURAL


STANDING SEAM METAL ROOFOVER R-25 POLYISOCYANURATEINSULATION

PREFINSHED METAL GUTTERAND DOWNSPOUT

TIE DOWNSPOUT INTOUNDERGROUND STORM DRAINAGE

VERTICAL METAL PANEL OVERFURRING STRIPS AND R10 RIGIDINSULATION OVER CONCRETEMASONRY UNITS (EQUIPMENT ROOM)

101c

102d

122

122





KENT

T201680102

TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

MAGNOLIA TRUCK WASH

$D

AT

E_U

SE

R$

39


EXTERIOR

ELEVATIONSDCH

BAM

14

A-201

1/8" = 1'-0"A-201

1 SOUTH ELEVATION 1/8" = 1'-0"A-201

2 EAST ELEVATION

1/8" = 1'-0"A-201

3 WEST ELEVATION 1/8" = 1'-0"A-201

4 NORTH ELEVATION


FINISH FLOOR0' - 0"

UPPER ROOF21' - 4"

WASH BAY

101

LOWER ROOF16' - 8"

EQUIPMENT ROOM

102

A-3023

A-3022

122

122

FINISH FLOOR0' - 0"

UPPER ROOF21' - 4"

A-3021

WASH BAY

101



KENT

T201680102

TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

MAGNOLIA TRUCK WASH

$D

AT

E_U

SE

R$

39


BUILDING SECTIONSDCH

BAM

15

A-301

1/8" = 1'-0"A-301

1 TRANSVERSE SECTION 1/8" = 1'-0"A-301

2 LONGITUDINAL SECTION


FINISH FLOOR0' - 0"

2" RIGID INSULATION

DAMPPROOFING

16 GA CONTINUOUS ZEEGIRT @ 24" O.C. VERT

7/8" VERTICAL METAL PANEL

12" GLAZED CONRETEMASONRY UNIT

STAINLESS STEEL COILINGDOOR

CONCRETE LINTEL, REFSTRUCTURAL

A-8014

STEEL JOIST, PAINTED. REFSTRUCTURAL

METAL ROOF DECK, PAINTED.REF STRUCTURAL

R25 POLYISOCYANURATE INSULATION

STANDING SEAM METAL ROOFING

REINFORCED CONCRETE SLABOVER POLY VAPOR BARRIER

4" POROUS GRAVEL FILL

EPOXY FLOOR COATING,TURN UP WALL 8" MIN

FINISH FLOOR0' - 0"

A-5014

A-5013

2" RIGID INSULATION

12" GLAZED CONCRETE MASONRYUNIT (WASH BAY SIDE ONLY)

DAMPPROOFING



HORIZONTAL JOINTREINFORCEMENT @ 16" O.C.





METAL ROOF DECK, PAINTED. REFSTRUCTURAL



REINFORCED CONCRETEFOOTING, REF STRUCTURAL

STEEL JOIST, PAINTED.REF STRUCTURAL

METAL ROOF DECK,PAINTED. REF STRUCTURAL

R25 POLYISOCYANURATEINSULATION

STANDING SEAM METALROOFING

PAINT UNGLAZED SIZE OFCONCRETE MASONRY UNIT

FINISH FLOOR0' - 0"

UPPER ROOF21' - 4"

2" RIGID INSULATION

12" GLAZED CONCRETEMASONRY UNIT

DAMPPROOFING




MIN

3' -

0"


2" RIGID INSULATION


2' - 0"



BOND BEAM, REF STRUCTURAL

METAL ROOF DECK, PAINTED.REF STRUCTURAL



A-5011

REINFORCED CMUFOUNDATION, REF STRUCTURAL

REINFORCED CONCRETEFOOTING, REF STRUCTURAL

A-5012



KENT

T201680102

TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

MAGNOLIA TRUCK WASH

$D

AT

E_U

SE

R$

39


WALL SECTIONSDCH

BAM

16

A-302

1/2" = 1'-0"A-302

1 WALL SECTION 1/2" = 1'-0"A-302

2 WALL SECTION 1/2" = 1'-0"A-302

3 WALL SECTION


FINISH FLOOR0' - 0"

2" RIGID INSULATION


DAMPPROOFING


7/8" VERTICAL METAL PANELHORIZONTAL JOINTREINFORCEMENT @ 16" O.C.

REINFORCED CMUFOUNDATION, REF STRUCTURAL

GRADE



1/2" EXPANSION JOINT

FLASHING W/ DRIPEDGE

MIN 1/8" GAP

MIN

0' -

2"

UPPER ROOF21' - 4"

MIN

0' -

2 1/

2"

MIN

0' - 2 1/2"

1' - 0"

MIN

0' -

1 5/

8"

2" RIGID INSULATION


DAMPPROOFING




METAL CLOSURE


JOIST BEARING, REFSTRUCTURAL

STEEL JOIST, REF STRUCTURAL

METAL ROOF DECK, REFSTRUCTURAL

7/8" METAL PANEL SOFFIT



METAL FLASHING WITH DRIP EDGE

TREATED 2X WOOD FASCIA WRAPPED INSHEET METAL, ATTACHED TO BENT PLATE

5"x5" METAL GUTTER WITHSPACER @36" O.C.

MIN

0' - 8"

ICE AND WATER SHIELD- EXTEND UP ROOF36" FROM EAVE

SNOW GUARD

BENT PLATE




JOIST BEARING, REFSTRUCTURAL

STEEL JOIST, REF STRUCTURAL

METAL ROOF DECK, REFSTRUCTURAL

STEEL ANGLE, REFSTRUCTURAL



CLOSURE

METAL FLASHING

MIN

0' - 4"

METAL FLASHING WITH 2x THERMALMOVEMENT, TURN UP WALL 8" MIN

0' - 2"

2" RIGID INSULATION

DAMPPROOFING

16 GA CONTINUOUS ZEE GIRT @ 24" O.C. VERT


MIN

0' -

2"

MIN

0' - 4"0' - 2"

R25 POLYISOCYANURATEINSULATION

STANDING SEAMMETAL ROOFING

METAL FLASHINGWITH DRIP EDGE

TREATED 2X WOODFASCIA WRAPPED INSHEET METAL, ATTACHEDTO BENT PLATE

BENT PLATE

2" RIGID INSULATION

DAMPPROOFING

16 GA CONTINUOUS ZEE GIRT @24" O.C. VERT


METAL CLOSURE

METAL HAT CHANNEL

7/8" METAL PANELSOFFIT

MIN

0' - 2 1/2"

MIN

0' -

2 1/

2"




KENT

T201680102

TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

MAGNOLIA TRUCK WASH

$D

AT

E_U

SE

R$

39


DETAILSDCH

BAM

17

A-501

3" = 1'-0"A-501

2 TYPICAL BASE DETAIL

3" = 1'-0"A-501

1 TYPICAL EAVE DETAIL

3" = 1'-0"A-501

4 ROOF/WALL TRANSITION

3" = 1'-0"A-501

3 ROOF DETAIL


1. LOCATE DOOR/FRAME MARKS ON SCHEDULES;READ UP FOR CONSTRUCTION, READ ACROSS FORADDITIONAL INFORMATION ON TYPE, RATING, ETC.

2. ALL/FRAME MARKS SHOWN ON SCHEDULES MAY NOT HABEBEEN USED.

3. SEE DOOR SIZE SCHEDULE FOR SIZE OFDOORS & OPENINGS FOR FRAMES. ALL DOORSSHALL BE 7'-0" HIGH AND 1 3/4" THICK UNLESSNOTED OTHERWISE.

4. SEE DOOR & FRAME TYPES FOR ELEVATIONSOF EACH TYPE INDICATED.

5. ALL DOOR FRAMES SHALL BE FLUSH W/ MASONRY WALLCONSTRUCTION UNLESS MASONRY WALL CONSTRUCTIONEXCEEDS 8" (IF WALL EXCEEDS 8" USE 7 3/4" FRAME DEPTHUNLESS NOTED OTHERWISE.)

6. GROUT ALL HOLLOW METAL FRAMES SOLID WHEN INCONTACT W/ MASONRY CONSTRUCTION.

7. ALL EXTERIOR HOLLOW METAL FRAMES AND ALLEXTERIOR HOLLOW METAL DOORS SHALL BE GALVANIZED.

8. REFERNCE SPECIFICATION SECTION "087100 -DOORHARDWARE" FOR DOOR HARDWARE SETS.

FLUSHF

SIZE SCHEDULE

SEE DOOR

UN

LESS

NO

TED

OTH

ER

WIS

E @

DO

OR

SCH

ED

SEE

NO

TE #

3

DOOR FRAME TYPES:

SCHE

DU

LE

REF

DO

OR

SCHEDULE

REF DR 2"

4"

HOLLOW METAL FRAME

DOOR TYPES:

1

UN

LESS

NO

TED

OTH

ER

WIS

E @

DO

OR

SCH

ED

SEE

NO

TE #

3

SEE

DO

OR

SC

HED

SEE DOOR SCHED

OVERHEAD- COILINGOH

LOUVER SCHEDULEMARK

L1

WIDTH HEIGHT SILL ELEV ABOVE FF

32"

L2

L3

30" 21'-0"

24" 24" 22'-0"

10" 10" 7'-4"

PROVIDE GREENHECK ESD-403 DRAINABLE BLADELOUVER OR EQUIVALENT

BACKER ROD AND SEALANT,BOTH SIDES

REF DOOR SCHEDULE 0' - 4"

FLASHING WITH DRIP EDGE

DAMPPROOFING

PRECAST LINTEL

METAL FRAME , GROUT FULL

MIN 1/8" GAP

2" RIGID INSULATION



BACKER ROD ANDSEALANT, BOTH SIDES

REF DOOR SCHEDULE 0' - 4"

FLASHING

DAMPPROOFING

CONCRETE MASONRY UNIT

METAL FRAME , GROUT FULL

JAMB ANCHOR, 3 PERJAMB, TYP

16 GA CONTINUOUS ZEE GIRT


2" RIGID INSULATION

METAL PANEL , BYOND

METAL THRESHOLD, SET INFULL BED OF MASTIC

METAL FRAME BEYOND ,GROUT FULL

BACKER ROD AND SEALANT,

COILING DOOR HOOD & OPERATOR,FACE OF WALL MOUNTED

2" RIGID INSULATION

DAMPPROOFING



FLASHING W/ DRIP EDGE

MIN 1/8" GAP

MAN

UF

PER

REF

ER T

O S

TRU

CTU

RAL

INFILL WITH CMU (GLAZED ON WASHBAY INTERIOR)

STEEL LINTEL, REF STRUCTURAL

SEALANT

1/4"

OVERHEAD DOOR ANGLE GUIDES,MOUNTED TO FACE OF WALL

1' - 0"1' - 0"

CONCRETE FILLED BOLLARD

DAMPPROOFING

CONCRETE MASONRY UNIT

16 GA CONTINUOUS ZEE GIRT


2" RIGID INSULATION

FLASHING



KENT

T201680102

TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

MAGNOLIA TRUCK WASH

$D

AT

E_U

SE

R$

39


DOOR AND WINDOW

DETAILSDCH

BAM

18

A-801

DOOR SCHEDULE

DOOR FRAME

FIRERATING

HARDWARESET NOTESMARK

SIZE

TYPE MATL

LOUVER

ELEV MATL DEPTH

DETAIL DETAIL DETAIL

WIDTH HEIGHT THK WIDTH HEIGHT HEAD JAMB SILL

FINISH FLOOR

101a 3' - 0" 7' - 0" 1 3/4" F SS -- -- 1 SS 7 3/4" 1/A-801 2/A-801 3/A-801 --

101b 16' - 0" 16' - 0" 3/4" OH SS -- -- -- SS -- 4/A-801 5/A-801 -- --

101c 16' - 0" 16' - 0" 3/4" OH SS -- -- -- SS -- 4/A-801 5/A-801 -- --

102a 3' - 0" 7' - 0" 1 3/4" F SS -- -- 1 SS 7 3/4" 1/A-801 2/A-801 3/A-801 --

102b 3' - 0" 7' - 0" 1 3/4" F SS -- -- 1 SS 7 3/4" 1/A-801 2/A-801 3/A-801 --

102c 3' - 0" 7' - 0" 1 3/4" F SS -- -- 1 SS 7 3/4" 1/A-801 2/A-801 3/A-801 --

102d 8' - 0" 10' - 0" 3/4" OH SS -- -- -- SS -- 4/A-801 5/A-801 -- --

102e 3' - 0" 7' - 0" 1 3/4" F HM -- -- 1 HM 7 3/4" 1/A-801 2/A-801 3/A-801 --

102f 3' - 0" 7' - 0" 1 3/4" F HM -- -- 1 HM 7 3/4" 1/A-801 2/A-801 3/A-801 --

102g 8' - 0" 10' - 0" 3/4" OH SS -- -- -- SS -- 4/A-801 5/A-801 -- --

3" = 1'-0"A-801

1 HOLLOW METAL DOOR HEAD

3" = 1'-0"A-801

2 HOLLOW METAL DOOR JAMB

3" = 1'-0"A-801

3 HOLLOW METAL DOOR SILL

3" = 1'-0"A-801

4 COILING DOOR HEAD

3" = 1'-0"A-801

5 COILING DOOR JAMB


KENT

T201680102

N/A

39


FINISH FLOOR

0' - 0"

UPPER ROOF

21' - 4"

LOWER ROOF

16' - 8"

KENT

T201680102

N/A

39


101

KENT

T201680102

N/A

39


KENT

T201680102

N/A

39


Unofficial Website Copy - Delawaregssdocs.deldot.delaware.gov/bids/T201680102 - PLANS.pdf · 2016....

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Transcript of Unofficial Website Copy - Delawaregssdocs.deldot.delaware.gov/bids/T201680102 - PLANS.pdf · 2016....