Drawings_-_Civil_and_Electrical.pdf

Agricultural

Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

03/02/2018

0 06/26/18 TJD FINAL TURNOVER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

CIVIL LEGEND & GENERAL NOTES

C-001

K. MOSER

S. BILLAH

W. HARCHER

GENERAL CIVIL NOTES

1. DRAWING BACKGROUND BASED ON A SURVEY PERFORMED BY BOLTON &

MENK, OF AMES, IOWA, DATED FEBRUARY, 2018. VERTICAL DATUM NAVD

1988 IN FEET AND HORIZONTAL DATUM IOWA STATE PLANE NORTH NAD83

(2011).

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING NEW

HORIZONTAL AND VERTICAL CONTROL BENCH MARK POINTS PRIOR TO ANY

SITE DEMOLITION.

3. THE SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT.

4. LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN

DEVELOPED FROM EXISTING UTILITY RECORDS AND/OR ABOVE GROUND

EXAMINATION OF THE SITE. COMPLETENESS OR ACCURACY OF LOCATION,

SIZE AND DEPTH OF UNDERGROUND UTILITIES OR STRUCTURES CANNOT

BE GUARANTEED. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN

WORKING ADJACENT TO EXISTING UTILITIES SUCH AS POWER,

COMMUNICATIONS, WATER OR GAS LINES TO PREVENT DAMAGE TO THESE

LINES. IF TEST PITS ARE REQUIRED TO LOCATE EXISTING UTILITIES THEY

SHALL BE PERFORMED BY HAND DIGGING. THE CONTRACTOR SHALL

COMPLY WITH THE PROVISIONS OF THE IOWA CODE, CHAPTER 480. THE

CONTRACTOR SHALL NOTIFY THE IOWA ONE CALL NOTIFICATION CENTER

BY DIALING 811 OR 1 (800) 292-8989 NO LESS THAN FORTY-EIGHT (48)

HOURS PRIOR TO THE START OF EXCAVATION OR DEMOLITION WORK.

CONTRACTOR WILL BE REQUIRED TO OBTAIN PRIVATE UTILITY LOCATION

AND VACUUM EXCAVATION SERVICE TO LOCATE EXISTING UTILITIES.

5. THE CONTRACTOR SHALL COORDINATE ALL PROPOSED UTILITY

DEMOLITION / ALTERATIONS WITH THE USDA PRIOR TO THE START OF

WORK. ANY PROPOSED INTERRUPTIONS TO UTILITY SERVICES SHALL BE

SCHEDULED WITH THE USDA A MINIMUM OF TEN (10) WORKING DAYS PRIOR

TO SCHEDULED UTILITY INTERRUPTION.

6. UNLESS NOTED OTHERWISE, ALL EXISTING UTILITIES SHALL REMAIN

ACTIVE AT ALL TIMES. TEMPORARY BYPASS SYSTEMS SHALL BE PROVIDED

BY THE CONTRACTOR AS REQUIRED TO MAINTAIN UTILITIES ACTIVE

DURING CONSTRUCTION. ALL NEW UTILITY SYSTEMS SHALL BE

OPERATIONAL PRIOR TO THE REMOVAL OR ABANDONMENT OF ANY

EXISTING SYSTEMS.

7. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES

SUCH AS BUT NOT LIMITED TO MANHOLE COVERS, VALVE COVERS, UTILITY

POLES, GUY WIRES AND HYDRANTS THAT ARE TO REMAIN IN PLACE AND

UNDISTURBED DURING CONSTRUCTION.

8. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL ADJUST ALL

EXISTING UTILITY STRUCTURES AND COVERS, SUCH AS BUT NOT LIMITED

TO MANHOLES, CLEANOUTS, AND VALVES THAT ARE TO REMAIN, TO THE

FINISH GRADE ELEVATIONS AS REQUIRED.

9. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN

THE FIELD BEFORE STARTING WORK. ANY DISCREPANCY SHALL BE CALLED

TO THE ATTENTION OF THE CONTRACTING OFFICER FOR A RESOLUTION

BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VERIFY

ALL ELEVATIONS WITH THE VERTICAL CONTROL BENCH MARK(S).

10. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR

ACTUAL DIMENSIONS OF THE PROPOSED BUILDING. UNDIMENSIONED

AREAS SHALL NOT BE SCALED.

11. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES

NOT SCHEDULED TO BE REMOVED AS INDICATED ON THE SITE DEMOLITION

PLAN, DRAWING C-102.

12. THE CONTRACTOR SHALL PRESERVE ALL NATURAL FEATURES. AS LITTLE

VEGETATIVE COVER SHALL BE REMOVED AS REQUIRED TO ACHIEVE THE

INSTALLATION OF THE BUILDING OR PROPOSED WORK AND ASSOCIATED

SITE IMPROVEMENTS

13. ALL TEMPORARY AND FINISH GRADING IS TO BE DONE SO AS TO ENSURE

POSITIVE DRAINAGE AWAY FROM BUILDINGS AND TOWARD THE

APPROPRIATE INLET OR DRAINAGE FACILITY.

14. THE CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN INLETS, CATCH

BASINS, SWALES, ETC. WITHIN AND NEAR THE PROJECT AREA ARE KEPT

FREE FROM MATERIALS THAT MAY HAMPER THE PERFORMANCE OF THE

DRAINAGE SYSTEM. UPON COMPLETION OF THE PROJECT, THE

CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT, DEBRIS,

EQUIPMENT AND DISPOSE OF ALL UNSUITABLE OR EXCESS MATERIALS

FROM THE PROJECT SITE OR PROPERTY IN ACCORDANCE WITH ALL LOCAL,

STATE AND FEDERAL REGULATIONS.

15. PERMANENT STORMWATER MANAGEMENT FACILITIES SHALL REMAIN A

PERMANENT PART OF THE TOPOGRAPHY.

16. ALL PROPOSED DRAINAGE INLETS SHALL HAVE HS-20 TRAFFIC-RATED

BICYCLE-SAFE GRATES.

17. SPOT ELEVATIONS INDICATE FINISH SURFACE ELEVATION UNLESS

OTHERWISE NOTED ON THE PLAN. ALL GRADES SHALL BE SMOOTH AND

CONTINUOUS.

18. ANY DAMAGE TO OFF-SITE RIGHT OF WAY, PUBLIC ROADS OR ADJACENT

PROPERTIES SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S

EXPENSE.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL

EXISTING AND NEW WORK FROM DAMAGE. ANY DAMAGE CAUSED BY

CONSTRUCTION ACTIVITIES SHALL BE REPAIRED IMMEDIATELY AT THE

CONTRACTOR'S EXPENSE.

20. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRIERS, FENCES OR

OTHER MEASURES TO KEEP VEHICULAR AND PEDESTRIAN TRAFFIC AWAY

FROM THE CONSTRUCTION AREA.

21. THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL MEASURES,

FOR ALL DISTURBED AREAS, AS WARRANTED, TO MINIMIZE THE

TRANSPORT OF SOIL BY WIND AND TRAFFIC. THE CONTRACTOR SHALL

MINIMIZE THE AREA DISTURBED / SUBJECT TO WIND EROSION AND THE

TIME THAT THE AREA WILL BE EXPOSED TO WIND EROSION.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND

MAINTENANCE OF THE CONSTRUCTION SITE AT ALL TIMES. ALL

CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE ON A DAILY

BASIS, IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

BURNING OF ANY DEBRIS WILL NOT BE PERMITTED.

23. ALL INGRESS AND EGRESS TO THE CONSTRUCTION SITE SHALL BE KEPT

ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. CONSTRUCTION

EQUIPMENT OR VEHICLES WILL NOT BE PERMITTED TO OBSTRUCT ANY

ROADWAYS AND / OR PASSAGEWAYS.

TECHNICAL TERMS

ABD ABANDON

AC ACRE

AOS APPARENT OPENING SIZE

AT/FP ANTI-TERRORISM/FORCE PROTECTION

B&B BALLED AND BURLAPED

BLFF BUILDING FINISHED FLOOR

BMP BEST MANAGEMENT PRACTICES

BOC BOTTOM OF CURB

BOW BOTTOM OF WALL

BP BEGINNING POINT

BSBL BUILDING SETBACK LINE

BUA BUILT UPON AREA

BVCE BEGINNING VERTICAL CURVE ELEVATION

BVCS BEGINNING VERTICAL CURVE STATION

CBRC INTAKE CENTER

CC CONDENSATE

CNJ CONTRACTION JOINT

CORP CORPORATION

CPP CORRUGATED PLASTIC PIPE

DB DESIGN-BUILD, DIRECT BURIED

DBH DIAMETER AT BREST HEIGHT

DC DEPRESSED CURB

DGA DENSE GRADED AGGREGATE

DOB DEPARTMENT OF BUILDINGS

DOD DEPARTMENT OF DEFENSE

E&SPC EROSION AND SEDIMENT POLLUTION CONTROL

EG EXISTING GRADE

ELL ELLIPTICAL

EMB EMBEDMENT

EOS EQUIVALENT OPENING SIZE

EP END POINT

EV EXCEPTIONAL VALUE

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY

FG FINISH GRADE

FL FUEL OIL

FOD FOREIGN OBJECT DEBRIS

FT HD FEET OF HEAD

GCL GEOSYNTHETIC CLAY LINER

HERCP HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE

HOP HIGHWAY OCCUPANCY PERMIT

HPT HIGH POINT

HPTE HIGH POINT ELEVATION

HPTS HIGH POINT STATION

HQ HIGH QUALITY

HSS HOLLOW STRUCTURAL SECTION

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

IJ ISOLATION JOINT

K K VALUE

LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN

LLW LOW LEVEL WASTE

LPTE LOW POINT ELEVATION

LPTS LOW POINT STATION

LVC LENGTH OF VERTICAL CURVE

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

NPDES NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM

NSA NATIONAL STONE ASSOCIATION

PC POINT OF CURVATURE

PCSM POST CONSTRUCTION STORMWATER MANAGEMENT

PE POLYETHYLENE

PI POINT OF INTERSECTION

PMF PREMOLDED FILLER

POV PRIVATELY OWNED VEHICLE

PRC POINT OF REVERSE CURVE

PSBL PARKING SETBACK LINE

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

PVIE POINT OF VERTICAL INTERSECTION ELEVATION

PVIS PONT OF VERTICAL INTERSECTION STATION

RB RAIN BARREL

RG RAIN GARDEN

SB SEDIMENT BASIN

SLCPP SMOOTH LINED CORRUGATED PLASTIC PIPE

SPA SPACE, SPACES

SSD STOPPING SIGHT DISTANCE

ST SEDIMENT TRAP, STEAM

SW STORMWATER

SWM STORMWATER MANAGEMENT

SWPPP STORMWATER POLLUTION PREVENTION PLAN

TB THRUST BLOCK

TOG TOP OF GRATE

TOS TOP OF SLOPE

UV ULTRA VIOLET

VCP VITRIFIED CLAY PIPE

W WATER

WT WATER TIGHT

WQ WATER QUALITY

WSE WATER SURFACE ELEVATION

WWR WELDED WIRE REINFORCEMENT

CIVIL LEGEND

EXISTING EXISTING TO BE REMOVED NEW DESCRIPTION

BUILDING

BUILDING EXTERIOR DOOR

BITUMINOUS PAVING OR WALKWAY

CONCRETE SIDEWALK, SLAB OR PAD

GRAVEL PAVING OR WALKWAY

CONCRETE CURB

CONCRETE CURB WITH GUTTER

CONCRETE WALL OR RETAINING WALL

CONTOUR ELEVATION (MAJOR)

CONTOUR ELEVATION (MINOR)

SPOT ELEVATION

SWALE OR CHANNEL CENTERLINE

MONITORING WELL

TEST BORING

TEST PIT

PERCOLATION TEST AREA

SIGN

PIPE BOLLARD

CHAIN LINK FENCE

GUIDE RAIL

TREE LINE

BRUSH LINE

DECIDUOUS TREE

EVERGREEN TREE

SHRUB

STORM DRAIN LINE

STORM DRAIN MANHOLE

STORM DRAIN INLET

STORM DRAIN CLEAN OUT

ENDWALL OR HEADWALL

RIPRAP OUTLET PROTECTION

STORM DRAIN STRUCTURE NUMBER

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEAN OUT

SANITARY SEWER VENT

UTILITY POLE

GUY ANCHOR

UNDERGROUND ELECTRIC CONDUIT

OVERHEAD ELECTRIC LINE

ELECTRICAL MANHOLE OR VAULT

LIGHT POLE

UNDERGROUND TELEPHONE CONDUIT

OVERHEAD TELEPHONE LINE

TELEPHONE MANHOLE OR VAULT

WATER MAIN

FIRE PROTECTION MAIN

WATER MANHOLE OR VAULT

WATER SHUT-OFF VALVE

POST INDICATOR VALVE

FIRE HYDRANT

UTILITY MANHOLE

GAS MAIN

GAS VALVE

STEAM LINE

STEAM MANHOLE OR VAULT

BENCH MARK

SANITARY SEWER STRUCTURE NUMBER

DOWNSPOUT

UNDERGROUND FIBER OPTICS LINE

SANITARY SEWER FORCE MAIN

HEAVY DUTY BITUMINOUS PAVING

POROUS BITUMINOUS PAVING

DEPRESSED CURB OR CURB CUT

1011 1011

1011.50

1011.50

CONCRETE PAVING

MWMW MW

B-1 B-1

TP-1

PT-1

OR OR OR

OR

OR

OR OR OR

SD

DS

CO

SD

SS

SAN

SFM

SAN

SFM

SAN

SFM

CO

VENTVENT VENT

P101

E

O/E

E E

T

O/T

T T

FOFO FO

OR

OR

E E

T T

WW W

FF F

W W

OR

WSOWSO

PIV PIV

HYD

WSO

PIV

GG G

STST ST

GASGAS GAS

OR

S S

BM#

ELECTRIC TRANSFORMER

LOW LEVEL WASTE LINELLW LLW LLW LLW

POST

HANDHOLE

CONDENSATE LINE

FUEL OIL LINE

FORCED AIR

FLFL FL

AA A

CDCD CD

FORCED AIR

NOTE: NOT ALL TECHNICAL TERMS

INDICATED MAY APPEAR ON THESE

CONTRACT SHEETS

NOTE: NOT ALL SYMBOLS

INDICATED MAY APPEAR ON

THESE CONTRACT SHEETS

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

C O

N C

R E

T E

A S

P H

A L T

A S

P H

A L T

GRAVEL

GRAVEL

GRAVEL

CONCRETE

CONCRETE

C O

N C

R E

T E

M E

T A

L

S

T A

I R

S

BUILDING

BUILDING

BUILDING

BUILDING

FORCED AIR

FORCED AIR

TWO STEAM LINES

TWO STEAM LINES

CONCRETE

RING AROUND

CP TEST VALVE

CONCRETE

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

RECORDED

LOCATION

1012.68

BLFF

1012.19

CLO

1012.76

BLFF

1012.76

BLFF

1012.92

BLFF

1012.87

BLFF

1012.50

CLO

1012.78

BLFF

1012.37

CLO

1012.69

BLFF

1012.51

CLO

1012.58

CLO

1012.80

BLFF

1010.58

CLO

1010.53

CLO

1011.78

VAWM

1012.88

BLFF

1012.88

BLFF

1012.94

BLFF

1012.89

BLFF

1012.84

BLFF

A

A

A

A

1011.67

1011.78

1011.00

1010.00

1009.46

1009.25

1010.53

1010.99

1010.94

1011.00

1011.05

1011.00

1010.75

1010.87

1011.81

1011.37

1010.90

1010.41

1010.19

1010.24

1010.66

1011.39

1011.50

1011.20

1011.10

1010.69

1011.20

1012.14

1011.23

1011.32

1011.58

1011.19

1010.67

1011.32

1011.29

1012.00

1012.00

1012.21

1012.14

1011.92

1011.59

1011.27

1010.98

1011.55

1011.26

1011.74

1011.93

1012.08

1012.32

1012.78

1011.55

1011.34

1010.82

1010.72

1010.68

1010.72

1010.66

1010.69

1010.94

1010.88

1010.87

1010.73

1010.87

1010.28

1010.67

1010.78

1011.46

1010.17

1010.10

1010.37

1010.93

1011.65

1011.39

1011.16

1010.97

1010.59

1010.59

1010.48

1010.46

1010.69

1011.54

1011.78

1012.211012.25

1012.27

1011.85

1011.66

1011.40

1010.74

1010.55

1010.80

1011.43

1010.80

1010.48

1010.10

1010.25

1010.87

1011.00

1011.13

W

W

W

W

W

W W

W

W W

W

S T

S T

S T

S T

S T

S T

S T

S T

E

E

E

E

T

T

T

T

T

T

G

G

G

G

G

G

CBRC

R=1010.30

INV IN=1001.56 (36")

INV IN=1005.20 (8")

INV OUT=1001.56

CBRC

R=1009.79

INV IN=1001.19 (36")

INV IN=1003.34 (12")(S)

INV IN=1002.52 (12")(E)

INV OUT=1001.04

CBRC

R=1010.96

INV IN=1008.70

INV OUT=1008.66

CBRC

R=1010.94

INV IN=1008.12

INV OUT=1007.87

CBRC

R=1009.50

INV IN=1007.33 (12")

INV IN=1007.28 (15")

INV OUT=1007.00

CBRC

R=1008.59

INV IN=1006.53 (6")

INV IN=1006.16 (15")

INV OUT=1006.09

CBRC

R=1009.57

INV=1007.66

CBRC

R=1010.49

INV=1006.67

BM#4

BM#5

BM#7

BM#8

BM#9

BM#10

E

E

E

E

E

E

E

E

T

E

T

LLW

LLW

LLW

LLW

LLW

LLW

L L W

F L

F L

F L

F L

F L

F L

F L

F L

F L

FL FL

A A

G G

G G

G G

G G

G

G G

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

ST

A A

A A

A A

A A

A A

A

A

W W W

ST

S T

ST

W W

W W

W W

W W

W W

ELECTRICAL/

TELECOM

DUCTBANK (R)

10"LLW (R)

SD MANHOLE (R)

NOT FND IN FIELD

12"RCP (R)

8"LLW (R)

8"W (R)

6"ST & 3"CC (R)

3"A (R)

1"FL (R)

1 1/2"G (R)

3"DRAIN (R)

4"ST & 2"CC (R)

1"G (R)

4"W (R)

2"A (R)

2"ST & 1"CC (R)

1 1/2"A (R)

12"RCP (R)

L L W

L L W

L L W

L L W

L L W

G G G G G G G G G

G G

2"G (R)

1"G (R)

1"G (R)

W W W W W W W W W W W

8"W (R)

2"W (R)

2 1/2"W (R)

FL FL FL FL FL FL FL FL FL FL FL

A A A A A A A A A A

ABD 1"A (R)

2"A (R)

ABD 1"FL (R)

ST ST

S T

ST ST

C D

ST ST

CD CD CD

S A

N S

A N

S A

N

1"FL (R) 3"A (R)

6"ST (R)

3"CC (R)

(R)

2"CC (R)

6"ST (R)

4"LLW (R)

APPROX

LOCATION EXIST

ASH DUMPSTER

15" RCP

15" RCP

12" RCP

12" RCP

6" PVC

15" RCP

6" PVC

36" RCP

36" RCP

8" DIP

12" RCP

12" RCP

36" RCP

36" RCP

CONTROL COORDINATE SCHEDULE

BM#4

BM#5

BM#7

BM#8

BM#9

BM#10

NORTHING

3,479,988.45

3,479,990.84

3,480,284.97

3,480,149.28

3,480,204.11

3,480,252.72

EASTING

4,900,340.87

4,900,519.39

4,900,547.86

4,900,383.92

4,900,339.60

4,900,317.85

ELEVATION

1010.47

1011.52

1009.67

1011.38

1012.14

1012.50

DESCRIPTION

VFCP /CUT X

VFCP /CUT X

VFCP /CUT X

VFCP /CUT X

VFCP /CUT X

VFCP /CUT X

Agricultural

Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

03/02/2018

0 06/26/18 TJD FINAL TURNOVER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

20' 20'

1"=20'

EXISTING CONDITIONS PLAN

T R

U E

N O

R T

H

R

UTILITY INFORMATION INDICATED WITH (R) IMPLIES

T H A T T H E S E U T I L I T I E S A R E B A S E D O N

INFORMATION SHOWN ON AVAILABLE RECORD

D R A W I N G S . A L L L O C A T I O N S , S I Z E S A N D

ELEVATIONS ARE APPROXIMATE. REFER TO

GENERAL CIVIL NOTE 4 ON DRAWING C-001.

GENERAL SHEET NOTES

1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE

DWG C-001.

2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE

DWG G-001.

EXISTING CONDITIONS PLAN

C-101

K. MOSER

S. BILLAH

W. HARCHER

CONCRETE

CONCRETE

CONCRETE

CONCRETE

C O

N C

R E

T E

A S

P H

A L T

A S

P H

A L T

GRAVEL

GRAVEL

GRAVEL

CONCRETE

CONCRETE

C O

N C

R E

T E

M E

T A

L

S

T A

I R

S

BUILDING

BUILDING

BUILDING

BUILDING

FORCED AIR

FORCED AIR

TWO STEAM LINES

TWO STEAM LINES

CONCRETE

RING AROUND

CP TEST VALVE

CONCRETE

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

RECORDED

LOCATION

1012.68

BLFF

1012.19

CLO

1012.76

BLFF

1012.76

BLFF

1012.92

BLFF

1012.87

BLFF

1012.50

CLO

1012.78

BLFF

1012.37

CLO

1012.69

BLFF

1012.51

CLO

1012.58

CLO

1012.80

BLFF

1010.58

CLO

1010.53

CLO

1011.78

VAWM

1012.88

BLFF

1012.88

BLFF

1012.94

BLFF

1012.89

BLFF

1012.84

BLFF

A

A

A

A

1011.67

1011.78

1011.00

1010.00

1009.46

1009.25

1010.53

1010.99

1010.94

1011.00

1011.05

1011.00

1010.75

1010.87

1011.81

1011.37

1010.90

1010.41

1010.19

1010.24

1010.66

1011.39

1011.50

1011.20

1011.10

1010.69

1011.20

1012.14

1011.23

1011.32

1011.58

1011.19

1010.67

1011.32

1011.29

1012.00

1012.00

1012.21

1012.14

1011.92

1011.59

1011.27

1010.98

1011.55

1011.26

1011.74

1011.93

1012.08

1012.32

1012.78

1011.55

1011.34

1010.82

1010.72

1010.68

1010.72

1010.66

1010.69

1010.94

1010.88

1010.87

1010.73

1010.87

1010.28

1010.67

1010.78

1011.46

1010.17

1010.10

1010.37

1010.93

1011.65

1011.39

1011.16

1010.97

1010.59

1010.59

1010.48

1010.46

1010.69

1011.54

1011.78

1012.211012.25

1012.27

1011.85

1011.66

1011.40

1010.74

1010.55

1010.80

1011.43

1010.80

1010.48

1010.10

1010.25

1010.87

1011.00

1011.13

W

W

W

W

W

W W

W

W W

W

S T

S T

S T

S T

S T

S T

S T

S T

E

E

E

E

T

T

T

T

T

T

G

G

G

G

G

G

CBRC

R=1010.30

INV IN=1001.56 (36")

INV IN=1005.20 (8")

INV OUT=1001.56

CBRC

R=1009.79

INV IN=1001.19 (36")

INV IN=1003.34 (12")(S)

INV IN=1002.52 (12")(E)

INV OUT=1001.04

CBRC

R=1010.96

INV IN=1008.70

INV OUT=1008.66

CBRC

R=1010.94

INV IN=1008.12

INV OUT=1007.87

CBRC

R=1009.50

INV IN=1007.33 (12")

INV IN=1007.28 (15")

INV OUT=1007.00

CBRC

R=1008.59

INV IN=1006.53 (6")

INV IN=1006.16 (15")

INV OUT=1006.09

CBRC

R=1009.57

INV=1007.66

CBRC

R=1010.49

INV=1006.67

BM#4

BM#5

BM#7

BM#8

BM#9

BM#10

E

E

E

E

E

E

E

E

T

E

T

LLW

LLW

LLW

LLW

LLW

LLW

L L W

F L

F L

F L

F L

F L

F L

F L

F L

F L

FL FL

A A

G G

G G

G G

G G

G

G G

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

ST

A A

A A

A A

A A

A A

A

A

W W W

ST

S T

ST

W W

W W

W W

W W

W W

ELECTRICAL/

TELECOM

DUCTBANK (R)

10"LLW (R)

SD MANHOLE (R)

NOT FND IN FIELD

12"RCP (R)

8"LLW (R)

8"W (R)

6"ST & 3"CC (R)

3"A (R)

1"FL (R)

1 1/2"G (R)

3"DRAIN (R)

4"ST & 2"CC (R)

1"G (R)

4"W (R)

2"A (R)

2"ST & 1"CC (R)

1 1/2"A (R)

12"RCP (R)

L L W

L L W

L L W

L L W

L L W

D1

D1

D1

D2

D2

G G G G G G G G G

G G

2"G (R)

1"G (R)

1"G (R)

W W W W W W W W W W W

8"W (R)

2"W (R)

2 1/2"W (R)

FL FL FL FL FL FL FL FL FL FL FL

A A A A A A A A A A

ABD 1"A (R)

2"A (R)

ABD 1"FL (R)

ST ST

S T

ST ST

C D

ST ST

CD CD CD

S A

N S

A N

S A

N

1"FL (R) 3"A (R)

6"ST (R)

3"CC (R)

(R)

2"CC (R)

6"ST (R)

D4

D3

D1

D2

4"LLW (R)

D1

D2

APPROX

LOCATION EXIST

ASH DUMPSTER

15" RCP

15" RCP

12" RCP

12" RCP

6" PVC

15" RCP

6" PVC

36" RCP

36" RCP

8" DIP

12" RCP

12" RCP

36" RCP

36" RCP

Agricultural

Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

03/02/2018

0 06/26/18 TJD FINAL TURNOVER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

20' 20'

1"=20'

SITE DEMOLITION PLAN

T R

U E

N O

R T

H

R

GENERAL SHEET NOTES

1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE

DWG C-001.

2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE

DWG G-001.

3. CONTRACTOR SHALL SCHEDULE UTILITY DEMOLITION TO MINIMIZE

SERVICE INTERRUPTION, WHERE APPLICABLE. REFER TO GENERAL CIVIL

NOTE 5 ON DWG C-001.

4. FOR ELECTRICAL AND TELECOM DEMOLITION SEE DWG E-100.

SITE DEMOLITION PLAN

C-102

K. MOSER

S. BILLAH

W. HARCHER

SHEET KEYNOTES

D1. SAWCUT EXISTING CONCRETE PAVING AT NEAREST JOINT.

D2. REMOVE EXISTING CONCRETE PAVING.

D3. REMOVE EXISTING HIGH PRESSURE GAS LINE. THE CONTRACTOR SHALL

COORDINATE THE REMOVAL OF THE HIGH PRESSURE GAS LINE WITH THE

OWNER AND PLUMBING CONTRACTOR PRIOR TO THE START OF

CONSTRUCTION. IN ORDER TO MINIMIZE DOWNTIME, THE HIGH PRESSURE

GAS LINE SHALL NOT BE REMOVED UNTIL THE PROPOSED HIGH PRESSURE

GAS LINE HAS BEEN INSTALLED TO TIE-IN LOCATIONS INDICATED ON

DRAWINGS C-131 AND P-101.

D4. REMOVE EXISTING LOW LEVEL WASTE LINE.

UTILITY INFORMATION INDICATED WITH (R) IMPLIES

T H A T T H E S E U T I L I T I E S A R E B A S E D O N

INFORMATION SHOWN ON AVAILABLE RECORD

D R A W I N G S . A L L L O C A T I O N S , S I Z E S A N D

ELEVATIONS ARE APPROXIMATE. REFER TO

GENERAL CIVIL NOTE 4 ON DRAWING C-001.

CONCRETE

CONCRETE

CONCRETE

CONCRETE

C O

N C

R E

T E

A S

P H

A L

T

A S

P H

A L

T

GRAVEL

GRAVEL

CONCRETE

CONCRETE

C O

N C

R E

T E

M E

T A

L

S

T A

I R

S

BUILDING

BUILDING

BUILDING

BUILDING

CONCRETE

RING AROUND

CP TEST VALVE

CONCRETE

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

1012.68

BLFF

1012.19

CLO

1012.76

BLFF

1012.76

BLFF

1012.92

BLFF

1012.87

BLFF

1012.50

CLO

1012.78

BLFF

1012.37

CLO

1012.69

BLFF

1012.51

CLO

1012.58

CLO

1012.80

BLFF

1010.58

CLO

1010.53

CLO

1011.78

VAWM

1012.88

BLFF

1012.88

BLFF

1012.94

BLFF

1012.89

BLFF

1012.84

BLFF

T

T

T

T

BM#4

BM#5

BM#7

BM#8

BM#9

BM#10

APPROX

LOCATION EXIST

ASH DUMPSTER

INCINERATOR

FIN FLR EL 1012.89

3a

3a

3a

3b

15'

R

R

8'

6'

3b

3b

R

7.46'6.25'

CO

CO

CO

CO

WSO

CO

DS

DS

DS

DS

DS

DS

CO

DS

CO

DS

CO

DS

DS

CO

PIPE

BOLLARD

10.67'± 9' 15'

COLUMN

ROOF

OVERHANG

CONCRETE

SIDEWALK

STONE

STONE

CNJ

C N

J

CNJ

C N

J

C N

J

C N

J

PIPE

BOLLARD

EJ

EJEJ

E J

E J

EJ

E J

Agricultural

Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

03/02/2018

0 06/26/18 TJD FINAL TURNOVER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

20' 20'

1"=20'

SITE LAYOUT PLAN

T R

U E

N O

R T

H

R

1. CONCRETE PAVING. REFER TO DETAIL ON DWG C-511.

2. CONCRETE SIDEWALK. REFER TO DETAIL ON DWG C-511.

3. CONCRETE DOOR SLAB. REFER TO DETAIL ON DWG C-511.

a. 5'-0"x5'-0" SLAB.

b. 5'-0"x8'-0" SLAB.

4. CONCRETE PIPE BOLLARD. REFER TO DETAIL ON DWG C-511.

5. GRAVEL MAINTENANCE STRIP. REFER TO DETAIL ON DWG C-511.

SITE LAYOUT PLAN

C-111

K. MOSER

S. BILLAH

W. HARCHER

GENERAL SHEET NOTES

1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE

DWG C-001.

2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE

DWG G-001.

3. FOR SITE DETAILS SEE DWG C-511.

1"=10'

10' 5' 10'

CONCRETE DRIVEWAY JOINT PLAN

T R

U E

N O

R T

H

UTILITY INFORMATION INDICATED WITH (R) IMPLIES

T H A T T H E S E U T I L I T I E S A R E B A S E D O N

INFORMATION SHOWN ON AVAILABLE RECORD

D R A W I N G S . A L L L O C A T I O N S , S I Z E S A N D

ELEVATIONS ARE APPROXIMATE. REFER TO

CONCRETE

CONCRETE

CONCRETE

CONCRETE

C O

N C

R E

T E

A S

P H

A L T

A S

P H

A L T

GRAVEL

GRAVEL

CONCRETE

CONCRETE

C O

N C

R E

T E

M E

T A

L

S

T A

I R

S

BUILDING

BUILDING

BUILDING

BUILDING

FORCED AIR

FORCED AIR

TWO STEAM LINES

TWO STEAM LINES

CONCRETE

RING AROUND

CP TEST VALVE

CONCRETE

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

RECORDED

LOCATION

1012.68

BLFF

1012.19

CLO

1012.76

BLFF

1012.76

BLFF

1012.92

BLFF

1012.87

BLFF

1012.50

CLO

1012.78

BLFF

1012.37

CLO

1012.69

BLFF

1012.51

CLO

1012.58

CLO

1012.80

BLFF

1010.58

CLO

1010.53

CLO

1011.78

VAWM

1012.88

BLFF

1012.88

BLFF

1012.94

BLFF

1012.89

BLFF

1012.84

BLFF

A

A

A

A

1011.67

1011.78

1011.00

1010.00

1009.46

1009.25

1010.53

1010.99

1010.94

1011.00

1011.05

1011.00

1010.75

1010.87

1011.81

1011.37

1010.90

1010.41

1010.19

1010.24

1010.66

1011.39

1011.50

1011.20

1011.10

1010.69

1011.20

1012.14

1011.23

1011.32

1011.58

1011.19

1010.67

1011.32

1011.29

1012.00

1012.00

1012.21

1012.14

1011.92

1011.59

1011.27

1010.98

1011.55

1011.26

1011.74

1011.93

1012.08

1012.32

1012.78

1011.55

1011.34

1010.82

1010.72

1010.68

1010.72

1010.66

1010.69

1010.94

1010.88

1010.87

1010.73

1010.87

1010.28

1010.67

1010.78

1011.46

1010.17

1010.10

1010.37

1010.93

1011.65

1011.39

1011.16

1010.97

1010.59

1010.59

1010.48

1010.46

1010.69

1011.54

1011.78

1012.211012.25

1012.27

1011.85

1011.66

1011.40

1010.74

1010.55

1010.80

1011.43

1010.80

1010.48

1010.10

1010.25

1010.87

1011.00

1011.13

W

W

W

W

W

W W

W

W W

W

S T

S T

S T

S T

S T

S T

S T

S T

T

T

T

T

G

G

G

G

G

CBRC

R=1010.30

INV IN=1001.56 (36")

INV IN=1005.20 (8")

INV OUT=1001.56

CBRC

R=1009.79

INV IN=1001.19 (36")

INV IN=1003.34 (12")(S)

INV IN=1002.52 (12")(E)

INV OUT=1001.04

CBRC

R=1010.96

INV IN=1008.70

INV OUT=1008.66

CBRC

R=1010.94

INV IN=1008.12

INV OUT=1007.87

CBRC

R=1009.50

INV IN=1007.33 (12")

INV IN=1007.28 (15")

INV OUT=1007.00

CBRC

R=1008.59

INV IN=1006.53 (6")

INV IN=1006.16 (15")

INV OUT=1006.09

CBRC

R=1009.57

INV=1007.66

CBRC

R=1010.49

INV=1006.67

BM#4

BM#5

BM#7

BM#8

BM#9

BM#10

LLW

LLW

LLW

LLW

LLW

LLW

L L W

F L

F L

F L

F L

F L

F L

F L

F L

F L

FL FL

A A

G G

G G

G G

G G

G

G G

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

ST

A A

A A

A A

A A

A A

A

A

W W W

ST

S T

ST

W W

W W

W W

W W

W W

10"LLW (R)

SD MANHOLE (R)

NOT FND IN FIELD

12"RCP (R)

8"LLW (R)

8"W (R)

6"ST & 3"CC (R)

3"A (R)

1"FL (R)

1 1/2"G (R)

3"DRAIN (R)

4"ST & 2"CC (R)

1"G (R)

4"W (R)

2"A (R)

2"ST & 1"CC (R)

1 1/2"A (R)

12"RCP (R)

G G G G G G G G G

G G

2"G (R)

1"G (R)

1"G (R)

W W W W W W W W W W W

8"W (R)

2"W (R)

2 1/2"W (R)

FL FL FL FL FL FL FL FL FL FL FL

A A A A A A A A A A

ABD 1"A (R)

2"A (R)

ABD 1"FL (R)

ST ST

S T

ST ST

C D

ST ST

CD CD CD

S A

N S

A N

S A

N

1"FL (R) 3"A (R)

6"ST (R)

3"CC (R)

(R)

2"CC (R)

6"ST (R)

APPROX

LOCATION EXIST

ASH DUMPSTER

15" RCP

15" RCP

12" RCP

12" RCP

6" PVC

15" RCP

6" PVC

36" RCP

36" RCP

8" DIP

12" RCP

12" RCP

36" RCP

36" RCP

INCINERATOR

FIN FLR EL 1012.89

P

S D

S D

S D

S D

P

S D

SD

S

D

SD SD SD

CO

CO

CO

CO

WSO

CO

DS

DS

DS

DS

DS

DS

CO

DS

CO

DS

CO

DS

SD OUTFALL

STRUCTURE

TOG EL 1010.00

INV 1007.63

INV 1010.00

INV 1010.00

INV 1010.00

INV 1011.39

INV 1011.25

INV 1010.66

INV 1007.25

DS

6"PVC

6"PVC

6"PVC

6"PVC

6"PVC

CO

6"PVC

6"PVC

6"PVC

6"PVC

6"PVC

1012.87

1012.87

1012.87

1012.87

1012.87

1012.87

1012.50

1010.70

1012.25

1012.65

1012.75

1012.75

1010.80

1012.89

1012.25 1012.40

1012.16

1012.40

1012.87

TYP

TYP

TYP TYP

STORM DRAINAGE PIPE SCHEDULE

NUMBER

DIAMETER

6"

12"

MATERIAL

PERF PVC

RCP

LENGTH

99'

75'

SLOPE

0.00%

0.51%

Agricultural

Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

03/02/2018

0 06/26/18 TJD FINAL TURNOVER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

20' 20'

1"=20'

SITE GRADING & DRAINAGE PLAN

T R

U E

N O

R T

H

R

SITE GRADING & DRAINAGE PLAN

C-121

K. MOSER

S. BILLAH

K. MOSER

GENERAL SHEET NOTES

1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE

DWG C-001.

2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE

DWG G-001.

3. PIPE LENGTHS ARE FROM CENTER OF STRUCTURE TO CENTER OF

STRUCTURE.

4. ROOF DRAIN LEADER MINIMUM SLOPE 0.5%. MINIMUM COVER 12 INCHES.

5. FOR STORM DRAINAGE DETAILS SEE DWG C-531.

1. MATCH EXISTING GRADE.

2. STORM DRAIN CLEAN OUT. REFER TO DETAIL ON DWG C-531.

3. DOWNSPOUT BOOT. REFER TO DETAIL ON DWG A-501.

4. STORMWATER DETENTION TRENCH. REFER TO DETAIL ON DWG C-531.

5. OUTFALL STRUCTURE. REFER TO DETAIL ON DWG C-531.

UTILITY INFORMATION INDICATED WITH (R) IMPLIES

T H A T T H E S E U T I L I T I E S A R E B A S E D O N

INFORMATION SHOWN ON AVAILABLE RECORD

D R A W I N G S . A L L L O C A T I O N S , S I Z E S A N D

ELEVATIONS ARE APPROXIMATE. REFER TO

CONCRETE

CONCRETE

CONCRETE

CONCRETE

C O

N C

R E

T E

A S

P H

A L T

A S

P H

A L T

GRAVEL

GRAVEL

CONCRETE

CONCRETE

C O

N C

R E

T E

M E

T A

L

S

T A

I R

S

BUILDING

BUILDING

BUILDING

BUILDING

FORCED AIR

FORCED AIR

TWO STEAM LINES

TWO STEAM LINES

CONCRETE

RING AROUND

CP TEST VALVE

CONCRETE

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

RECORDED

LOCATION

1012.68

BLFF

1012.19

CLO

1012.76

BLFF

1012.76

BLFF

1012.92

BLFF

1012.87

BLFF

1012.50

CLO

1012.78

BLFF

1012.37

CLO

1012.69

BLFF

1012.51

CLO

1012.58

CLO

1012.80

BLFF

1010.58

CLO

1010.53

CLO

1011.78

VAWM

1012.88

BLFF

1012.88

BLFF

1012.94

BLFF

1012.89

BLFF

1012.84

BLFF

A

A

A

A

W

W

W

W

W

W W

W

W W

W

S T

S T

S T

S T

S T

S T

S T

S T

T

T

T

T

G

G

G

G

G

CBRC

R=1010.30

INV IN=1001.56 (36")

INV IN=1005.20 (8")

INV OUT=1001.56

CBRC

R=1009.79

INV IN=1001.19 (36")

INV IN=1003.34 (12")(S)

INV IN=1002.52 (12")(E)

INV OUT=1001.04

CBRC

R=1010.96

INV IN=1008.70

INV OUT=1008.66

CBRC

R=1010.94

INV IN=1008.12

INV OUT=1007.87

CBRC

R=1009.50

INV IN=1007.33 (12")

INV IN=1007.28 (15")

INV OUT=1007.00

CBRC

R=1008.59

INV IN=1006.53 (6")

INV IN=1006.16 (15")

INV OUT=1006.09

CBRC

R=1009.57

INV=1007.66

CBRC

R=1010.49

INV=1006.67

BM#4

BM#5

BM#7

BM#8

BM#9

BM#10

LLW

LLW

LLW

LLW

LLW

LLW

L L W

F L

F L

F L

F L

F L

F L

F L

F L

F L

FL FL

A A

G G

G G

G G

G G

G

G G

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

ST

A A

A A

A A

A A

A A

A

A

W W W

ST

S T

ST

W W

W W

W W

W W

W W

10"LLW (R)

SD MANHOLE (R)

NOT FND IN FIELD

12"RCP (R)

8"LLW (R)

8"W (R)

6"ST & 3"CC (R)

3"A (R)

1"FL (R)

1 1/2"G (R)

3"DRAIN (R)

4"ST & 2"CC (R)

1"G (R)

4"W (R)

2"A (R)

2"ST & 1"CC (R)

1 1/2"A (R)

12"RCP (R)

G G G G G G G G G

G G

2"G (R)

1"G (R)

1"G (R)

W W W W W W W W W W W

8"W (R)

2"W (R)

2 1/2"W (R)

FL FL FL FL FL FL FL FL FL FL FL

A A A A A A A A A A

ABD 1"A (R)

2"A (R)

ABD 1"FL (R)

ST ST

S T

ST ST

C D

ST ST

CD CD CD

S A

N S

A N

S A

N

1"FL (R) 3"A (R)

6"ST (R)

3"CC (R)

(R)

2"CC (R)

6"ST (R)

APPROX

LOCATION EXIST

ASH DUMPSTER

15" RCP

15" RCP

12" RCP

12" RCP

6" PVC

15" RCP

6" PVC

36" RCP

36" RCP

8" DIP

12" RCP

12" RCP

36" RCP

36" RCP

INCINERATOR

FIN FLR EL 1012.89

W W

W

G G G

2" PE

4" FRP

(DBL WALL)

4" DIP

P

S D

S D

S D

S D

P

S D

SD

S

D

SD SD SD

CO

CO

CO

CO

WSO

CO

DS

DS

DS

DS

DS

4" FRP

(DBL WALL)

2" PE

DS

L L W

L L W

L L W

L L W

L L W

S A

N

CO

DS

CO

DS

2" PE

CO

DS

SD OUTFALL

STRUCTURE

TOG EL 1010.00

INV 1007.63

DS

6"PVC

6"PVC

6"PVC

6"PVC

6"PVC

CO

6"PVC

6"PVC

6"PVC

6"PVC

6"PVC

Agricultural

Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

03/02/2018

0 06/26/18 TJD FINAL TURNOVER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

20' 20'

1"=20'

SITE UTILITIES PLAN

T R

U E

N O

R T

H

R

SITE UTILITIES PLAN

C-131

K. MOSER

S. BILLAH

K. MOSER

GENERAL SHEET NOTES

1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE

DWG C-001.

2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE

DWG G-001.

3. FOR SITE UTILITIES DETAILS SEE DWG C-531.

4. THE CONTRACTOR SHALL COORDINATE THE HIGH PRESSURE GAS LINE

INSTALLATION AND CONNECTION TO THE EXISTING LINE WITH THE OWNER

AND PLUMBING CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN

ORDER TO MINIMIZE DOWNTIME, THE HIGH PRESSURE GAS LINE SHALL BE

INSTALLED TO TIE-IN LOCATIONS PRIOR TO COMMENCING HIGH PRESSURE

GAS LINE REMOVAL INDICATED ON DWG C-102.

1. SANITARY SEWER TWO-WAY CLEAN OUT. REFER TO DETAIL ON DWG C-531.

2. SANITARY SEWER TIE-IN.

3. CONTAINMENT LEAK DETECTION SUMP ACCESS. REFER TO DETAIL ON DWG

C-531.

4. COMBINED FIRE/WATER LINE TIE-IN.

5. WATER SHUT OFF VALVE.

6. THRUST BLOCK. REFER TO DETAIL ON DWG C-531.

7. HIGH PRESSURE GAS LINE TIE-IN. REFER TO GENERAL SHEET NOTE 4.

8. CONTINUE HIGH PRESSURE GAS LINE ABOVE GRADE. REFER TO GENERAL

SHEET NOTE 4. FOR CONTINUATION REFER TO DWG P-101.

UTILITY INFORMATION INDICATED WITH (R) IMPLIES

T H A T T H E S E U T I L I T I E S A R E B A S E D O N

INFORMATION SHOWN ON AVAILABLE RECORD

D R A W I N G S . A L L L O C A T I O N S , S I Z E S A N D

ELEVATIONS ARE APPROXIMATE. REFER TO

NOT TO SCALE

CONCRETE PAVING

C

L R

COMPACTED

AGGREGATE BASE

#4@12 EW

COMPACTED

SUBGRADE

NOTE

1. SEE CONCRETE PAVING JOINTS DETAIL.

5'-0" 1/2" PMF 5'-0" 1/2" PMF

2"2"

EXPANSION JOINT (EJ)

NOTE

1. SEE CONCRETE PAVING DETAIL.

CONSTRUCTION JOINT (CJ)

CONTRACTION

JOINT (CNJ)

EXPANSION JOINT

AT STRUCTURE (EJ)

REINFORCING R1/8" (TYP)

1/2"x1/2" DEEP MASTIC

JOINT SEALANT

5/8" SMOOTH DOWEL

BARS 18" LONG @ 30" OC

LUBRICATED THIS SIDE

EXPANSION CAP

1/4"x1/2" DEEP SAWCUT

FILLED W/ JOINT SEALANT

1/4"x1/2" DEEP

FINISH SAWCUT

3"

MIN

5/8" SMOOTH DOWEL

BARS 18" LONG @ 30" OC

LUBRICATED THIS SIDE

EXPANSION CAP

1/8"x2 1/2" DEEP INITIAL

CONTROL SAWCUT

FILLED W/ JOINT SEALANT

EDGE OF

STRUCTURE

NOT TO SCALE

CONCRETE PAVING JOINTS

NOT TO SCALE

CONCRETE SIDEWALK

6'-0"

COMPACTED

AGGREGATE BASE

COMPACTED

SUBGRADE

NOTES

1. CONCRETE SIDEWALK WITH CROSS SLOPE SHOWN. SIDEWALK MAY

ALSO HAVE CENTER CROWN. SEE GRADING AND DRAINAGE PLAN.

2. SEE CONCRETE SIDEWALK JOINTS DETAIL.

FINISH

GRADE

2% SLOPE

X X X X

WWR 6x6

W1.4xW1.4

NOT TO SCALE

CONCRETE SIDEWALK JOINTS

1/4"

1/4" PMF 1/2" PMF

R1/8" R1/8" R1/8"

EXPANSION JOINT

(EJ)

EXPANSION JOINT

(EJ) AT STRUCTURE

EDGE OF STRUCTURE

GROOVE JOINT

(GJ)

NOTES

1. PROVIDE TRANSVERSE GROOVE JOINTS AT 5'-0" CENTER TO CENTER

(MAX) AND EXPANSION JOINTS AT 20'-0" CENTER TO CENTER (MAX).

2. SEE CONCRETE SIDEWALK DETAIL.

2% SLOPE

XXXXX

X

L x W

(SEE SITE LAYOUT PLAN)

1/2"PMF

6"

TYP 3 SIDES

1% SLOPE (MIN)

HPT EL (SEE

GRADING PLAN)

WWR 6x6 W1.4xW1.4

COMPACTED

AGGREGATE BASE

COMPACTED

SUBGRADE

FINISH GRADE

BLDG

NOT TO SCALE

CONCRETE DOOR SLAB

1" CHAMFER (ALL

EXPOSED EDGES)

NOT TO SCALE

PIPE BOLLARD

BITUMINOUS PAVING

OR GRASS

CONCRETE PAVING

OR SIDEWALK

1'-4" DIA

CONC

CROWN

CONC FILL

6" DIA GALVANIZED

STEEL PIPE FILLED

WITH CONCRETE

NOTE

1. PIPE BOLLARD SHALL BE PAINTED SAFETY YELLOW.

NOTES

1. ROOT BARRIER (4 INCH VINYL EDGING) SHALL BE HEAVY DUTY EDGING.

EDGING THICKNESS SHALL BE 1/8 INCH THICK MINIMUM. EDGING SHALL

HAVE DUAL RIBBED TOP AND BOTTOM, WITH A KEYHOLE INTERLOCKING

SYSTEM. EDGING STAKES SHALL BE 12 INCH LONG STEEL NAIL SPIKES.

2. RIVER ROCK STONE SHAPE, SIZE AND COLOR SHALL BE APPROVED BY

THE CONTRACTING OFFICER.

NOT TO SCALE

GRAVEL MAINTENANCE STRIP

2'-0"

BUILDING

2" ROUND

RIVER STONE

FINISH GRADE

COMPACTED

SUBGRADE

NON-WOVEN

GEOTEXTILE FABRIC

4" DEEP VINYL

EDGING WITH STEEL

NAILS (SEE NOTE 1)

Agricultural

Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

03/02/2018

0 06/26/18 TJD FINAL TURNOVER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

SITE DETAILS

C-511

K. MOSER

S. BILLAH

W. HARCHER

GENERAL SHEET NOTES

1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE

DWG C-001.

2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE

DWG G-001.

TYPICAL PIPE TRENCH

PAVED AREALAWN AREA

1'-0"

MIN

1'-0"

MIN

OD

x O

D

P V

C x O

D

R C

P

M

I N

ACCURATELY

SHAPE BEDDING

TO LINES OF PIPE

NEW STORM

DRAIN LINE

FINISH GRADE

PIPE BEDDING

COMPACTED

GRANULAR

BACKFILL

AGGREGATE

BASE

LIMIT OF

EXCAVATION

BACKFILL w/ EXCAVATED

MATERIAL AND COMPACT

CONC PAVING

NOTE

1. PROVIDE 6" WIDE DETECTABLE WARNING TAPE PRINTED WITH "CAUTION

BURIED STORM DRAIN LINE".

M

I N

M

A X

WARNING TAPE

(SEE NOTE 1)

NOT TO SCALE

THRUST BLOCKS

C C

6" MIN

A

A

6" MIN

B B

2'-0" MIN

E

S Q

U A

R E

D

S Q

1'-6"

MIN

PIPE SIZE (SEE

SHEET C-131)

PIPE SIZE (SEE

SHEET C-131)

PLAN - BENDS PLAN - TEES

SECTION - BENDS AND TEES PLAN AND ELEVATION - PLUGS

NOTES

1. THRUST BLOCK SHALL BE 3000 PSI CONCRETE POURED AGAINST

UNDISTURBED SOIL ON TWO SURFACES.

2. WHERE CONCRETE THRUST BLOCKS CANNOT BE POURED AGAINST

TWO SURFACES UNDISTURBED SOIL, GALVANIZED METAL TIE RODS AND

LAMPS OR LUGS SHALL BE USED.

3. SELECT DIMENSIONS FOR WORST CASE (LARGEST PIPE SIZE) USING

SCHEDULE ABOVE.

4. BASED ON 100 PSI STATIC PRESSURE PLUGS AWWA WATER HAMMER.

ALL BEARING SURFACES SHALL BE CARRIED TO UNDISTURBED SOIL.

CONCRETE

THRUST BLOCK

CONCRETE

THRUST BLOCK

THRUST BLOCK SCHEDULE

PSF

TYPE

PIPE

SIZE

1/4

BEND

1/8

BEND

1/16

BEND

TEE PLUG

A B A B A B C B D E

TYPE 1

4000 PSF

SOIL

6" 8" 10" 6" 8" 3" 8" 8" 8" 10" 15"

8" 12" 12" 8" 10" 5" 9" 9" 12" 12" 20"

10" 16" 14" 10" 12" 6" 10" 11" 14" 14" 25"

12" 19" 16" 12" 14" 8" 11" 14" 16" 16" 30"

14" 23" 18" 6" 16" 10" 12" 16" 18" 18" 34"

16" 26" 20" 6" 18" 11" 13" 18" 20" 20" 38"

20" 26" 20" 6" 18" 11" 13" 18" 20" 20" 38"

24" 26" 20" 6" 18" 11" 13" 18" 20" 20" 38"

TYPE 2

2000 PSF

SOIL

6" 16" 10" 9" 10" 6" 8" 10" 12" 10" 21"

8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29"

10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36"

12" 29" 21" 16" 21" 11" 16" 18" 24" 16" 41"

14" 35" 24" 19" 24" 12" 20" 22" 27" 18" 48"

16" 38" 27" 21" 27" 12" 24" 24" 30" 20" 54"

20" 38" 27" 21" 27" 12" 24" 24" 30" 20" 54"

24" 38" 27" 21" 27" 12" 24" 24" 30" 20" 54"

COVER PLATE SHALL

BE MARKED "WATER"

FINISH GRADE

CAST IRON

ADJUSTABLE

VALVE BOX

VALVE

UNDISTURBED SOILCONCRETE BASE

2'-0"x2'-0"x4" THICK

CONCRETE PAD

NOTE

1. WATER SHUT OFF VALVE COVER SHALL BE FLUSH WITH GRADE.

NOT TO SCALE

WATER SHUT OFF VALVE

NOTE

1. FOR PIPE SIZES SEE DWG C-131.

18"x18"x6" THICK

CONCRETE PAD

CLEANOUT WITH COVER

(MEDIUM DUTY) "UTILITY NAME"

SHALL BE CAST IN COVER

FINISH GRADE

LAWN AREAPAVED AREA

CLEANOUT WITH COVER

(HEAVY DUTY) "UTILITY NAME"

SHALL BE CAST IN COVER

PAVING

PIPE

PIPE

45° ELBOW

CAP END

(WHERE REQUIRED)

INV (SEE PLAN)

45° TEE

PIPE

NOT TO SCALE

CLEANOUT

6" MIN6" MIN 10 1/2"Ø

NOT TO SCALE

DETECTION SUMP ACCESS

CONTAINMENT LEAK

CAST IRON

FRAME & COVER

SLOPE 1"

COVER TO BE "FLUSH"

WITH FINISH GRADE

(COVER MUST BE

SECURELY FASTENED)

1" SPACE

LEAK DETECTION ACCESS

THREAD CPLG & STEEL PLUG

CONCRETE COLLAR

3000 PSI (MIN) AT 28 DAYS

FINISH GRADE

2'-0"

4" FRP

4" FRP

(DOUBLE WALL)

FACTORY APPLIED

FIBERGLASS LAY-UP

(ALL AROUND)

PLUG

NEENAH FOUNDRY

R-1977 INSPECTION

FRAME AND COVER

OR APPROVED EQUAL

NOTES

1. FOR PIPE SIZES SEE PLAN.

2. CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATION.

18"x18"x6" THICK

CONCRETE PAD

CLEANOUT WITH COVER

(MEDIUM DUTY) "SANITARY

CO" SHALL BE CAST IN

COVER

FINISH GRADE

LAWN AREAPAVED AREA

CLEANOUT WITH COVER

(HEAVY DUTY) "SANITARY CO"

SHALL BE CAST IN COVER

PAVING

PIPE

PIPE

45° ELBOW

INV (VARIES)

45° TEE

PIPE

NOT TO SCALE

TWO-WAY CLEANOUT

PIPE

45° ELBOW

NOT TO SCALE

OUTFALL STRUCTURE

INV IN

EL 1007.63

WEIR WALL EL

EL 1009.75

TOP OF GRATE

EL 1010.00

INV IN

EL 1007.63

ORIFICE INV

EL 1007.70

WEIR

WALL

ORIFICE

3"Ø ORIFICE

SINGLE GRATE

INTAKE (SW-501) OR

APPROVED EQUAL

WEIR WALL

1'-0"

SLOPE TO INVERT

WITH CONCRETE

COMPACTED

AGGREGATE BASE

FINISH GRADE

IOWA DOT

TYPE 6 GRATE

6" MIN

12"RCP

6"PERF PVC

12"RCP

NOT TO SCALE

DETENTION TRENCH

STORMWATER

8'-0"

NON-WOVEN

GEOTEXTILE

CLEAN WASHED

AASHTO #3 STONE

UNCOMPACTED

SUBGRADE

6"PERFORATED PVC

3" THICK

RIVER STONE

18" MIN

OVER LAP

3" MIN

TYP

SLO

PE

SAND

EL 1007.63

EL 1007.30

EL 1010.00

ROOF DRAIN

LEADER

NOT TO SCALE

TO EXISTING/NEW STRUCTURE

STORM DRAIN PIPE CONNECTION

EXISTING CONCRETE

STRUCTURE WALL

NON-SHRINK WATER

PROOF GROUT

NEW PIPE

FINAL OPENING

DIAMETER SHALL

NOT EXCEED 3"

LARGER THEN

PIPE DIAMETER

NOTE

1. ANY DAMAGE TO THE INTEGRITY OF THE EXISTING STRUCTURE, DUE TO

CUTTING OF THE OF PENETRATION OPENING SHALL BE REPAIRED AT

THE CONTRACTOR'S EXPENSE.

Agricultural

Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

03/02/2018

0 06/26/18 TJD FINAL TURNOVER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

SITE UTILITIES DETAILS

C-531

K. MOSER

S. BILLAH

W. HARCHER

GENERAL SHEET NOTES

1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE

DWG C-001.

2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE

DWG G-001.

CONCRETE

CONCRETE

CONCRETE

CONCRETE

C O

N C

R E

T E

A S

P H

A L T

A S

P H

A L T

GRAVEL

GRAVEL

CONCRETE

CONCRETE

C O

N C

R E

T E

M E

T A

L

S

T A

I R

S

BUILDING

BUILDING

BUILDING

BUILDING

FORCED AIR

FORCED AIR

TWO STEAM LINES

TWO STEAM LINES

CONCRETE

RING AROUND

CP TEST VALVE

CONCRETE

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

TURF

RECORDED

LOCATION

1012.68

BLFF

1012.19

CLO

1012.76

BLFF

1012.76

BLFF

1012.92

BLFF

1012.87

BLFF

1012.50

CLO

1012.78

BLFF

1012.37

CLO

1012.69

BLFF

1012.51

CLO

1012.58

CLO

1012.80

BLFF

1010.58

CLO

1010.53

CLO

1011.78

VAWM

1012.88

BLFF

1012.88

BLFF

1012.94

BLFF

1012.89

BLFF

1012.84

BLFF

A

A

A

A

1011.67

1011.78

1011.00

1010.00

1009.46

1009.25

1010.53

1010.99

1010.94

1011.00

1011.05

1011.00

1010.75

1010.87

1011.81

1011.37

1010.90

1010.41

1010.19

1010.24

1010.66

1011.39

1011.50

1011.20

1011.10

1010.69

1011.20

1012.14

1011.23

1011.32

1011.58

1011.19

1010.67

1011.32

1011.29

1012.00

1012.00

1012.21

1012.14

1011.92

1011.59

1011.27

1010.98

1011.55

1011.26

1011.74

1011.93

1012.08

1012.32

1012.78

1011.55

1011.34

1010.82

1010.72

1010.68

1010.72

1010.66

1010.69

1010.94

1010.88

1010.87

1010.73

1010.87

1010.28

1010.67

1010.78

1011.46

1010.17

1010.10

1010.37

1010.93

1011.65

1011.39

1011.16

1010.97

1010.59

1010.59

1010.48

1010.46

1010.69

1011.54

1011.78

1012.211012.25

1012.27

1011.85

1011.66

1011.40

1010.74

1010.55

1010.80

1011.43

1010.80

1010.48

1010.10

1010.25

1010.87

1011.00

1011.13

W

W

W

W

W

W W

W

W W

W

S T

S T

S T

S T

S T

S T

S T

S T

T

T

T

T

G

G

G

G

G

CBRC

R=1010.30

INV IN=1001.56 (36")

INV IN=1005.20 (8")

INV OUT=1001.56

CBRC

R=1009.79

INV IN=1001.19 (36")

INV IN=1003.34 (12")(S)

INV IN=1002.52 (12")(E)

INV OUT=1001.04

CBRC

R=1010.96

INV IN=1008.70

INV OUT=1008.66

CBRC

R=1010.94

INV IN=1008.12

INV OUT=1007.87

CBRC

R=1009.50

INV IN=1007.33 (12")

INV IN=1007.28 (15")

INV OUT=1007.00

CBRC

R=1008.59

INV IN=1006.53 (6")

INV IN=1006.16 (15")

INV OUT=1006.09

CBRC

R=1009.57

INV=1007.66

CBRC

R=1010.49

INV=1006.67

BM#4

BM#5

BM#7

BM#8

BM#9

BM#10

LLW

LLW

LLW

LLW

LLW

LLW

L L W

F L

F L

F L

F L

F L

F L

F L

F L

F L

FL FL

A A

G G

G G

G G

G G

G

G G

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

ST

A A

A A

A A

A A

A A

A

A

W W W

ST

S T

ST

W W

W W

W W

W W

W W

10"LLW (R)

SD MANHOLE (R)

NOT FND IN FIELD

12"RCP (R)

8"LLW (R)

8"W (R)

6"ST & 3"CC (R)

3"A (R)

1"FL (R)

1 1/2"G (R)

3"DRAIN (R)

4"ST & 2"CC (R)

1"G (R)

4"W (R)

2"A (R)

2"ST & 1"CC (R)

1 1/2"A (R)

12"RCP (R)

L L W

L L W

L L W

L L W

L L W

G G G G G G G G G

G G

2"G (R)

1"G (R)

1"G (R)

W W W W W W W W W W W

8"W (R)

2"W (R)

2 1/2"W (R)

FL FL FL FL FL FL FL FL FL FL FL

A A A A A A A A A A

ABD 1"A (R)

2"A (R)

ABD 1"FL (R)

ST ST

S T

ST ST

C D

ST ST

CD CD CD

S A

N S

A N

S A

N

1"FL (R) 3"A (R)

6"ST (R)

3"CC (R)

(R)

2"CC (R)

6"ST (R)

APPROX

LOCATION EXIST

ASH DUMPSTER

15" RCP

15" RCP

12" RCP

12" RCP

6" PVC

15" RCP

6" PVC

36" RCP

36" RCP

8" DIP

12" RCP

12" RCP

36" RCP

36" RCP

INCINERATOR

FIN FLR EL 1012.89

W W

W

G G G

2" PE

4" FRP

(DBL WALL)

4" DIP

P

S D

S D

S D

S D

P

S D

SD

S

D

SD SD SD

CO

CO

CO

CO

WSO

CO

DS

DS

DS

DS

DS

4" FRP

(DBL WALL)

2" PE

DS

L L W

L L W

L L W

L L W

L L W

S A

N

CO

DS

CO

DS

2" PE

CO

DS

SD OUTFALL

STRUCTURE

TOG EL 1010.00

INV 1007.63

DS

6"PVC

6"PVC

6"PVC

6"PVC

6"PVC

CO

6"PVC

6"PVC

6"PVC

6"PVC

6"PVC

L55

L55

L138B

L138B

L55

L138B

L138B

L55

C F

C F

C F

C F

CFCF

C F

C F

C F

C F

CF CF

(SEE GENERAL

SHEET NOTE 4)

Agricultural

Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

03/02/2018

0 06/26/18 TJD FINAL TURNOVER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

20' 20'

1"=20'

EROSION & SEDIMENT CONTROL PLAN

T R

U E

N O

R T

H

R

EROSION & SEDIMENT CONTROL PLAN

C-701

K. MOSER

S. BILLAH

K. MOSER

GENERAL SHEET NOTES

1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE

DWG C-001.

2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE

DWG G-001.

3. FOR EROSION & SEDIMENT CONTROL DETAILS & NOTES SEE DWG C-702.

4. CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING ASH DUMPSTER

THROUGHOUT DURATION OF THE PROJECT.

5. CONTRACTOR SHALL SUPPLY, MAINTAIN, AND EMPTY/REMOVE COMPOST

FILTER SOCK CONCRETE WASHOUT. REFER TO DETAIL ON DWG C-702.

6. IF REQUIRED, CONTRACTOR SHALL OBTAIN AND MAINTAIN ALL SWPPP

PERMITTING TO MEET CODE AND APPLICABLE REQUIREMENTS OF AHJ.

1. ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL ON DWG C-702.

2. INLET SEDIMENT PROTECTION. REFER TO DETAIL ON DWG C-702.

3. COMPOST FILTER SOCK. REFER TO DETAIL ON DWG C-702.

4. CONTRACTOR STAGING / LAYDOWN AREA.

5. STOCKPILE AREA.

6. CONTRACTOR SUPPLEMENTAL STORAGE AREA.

7. TEMPORARY CHAIN LINK CONSTRUCTION FENCE. REFER TO DETAIL ON

DWG C-702.

SOIL TYPE LEGEND

L55 NICOLLET LOAM, 1 TO 3 PERCENT SLOPES

L138B CLARION LOAM, BEMIS MORAINE, 2 TO 6 PERCENT SLOPES

EROSION AND SEDIMENT

CONTROL LEGEND

ROCK CONSTRUCTION ENTRANCE

INLET SEDIMENT PROTECTION

COMPOST FILTER SOCK

LIMIT OF DISTURBANCE

CONTRACTOR STAGING AREA

SOIL TYPE

UTILITY INFORMATION INDICATED WITH (R) IMPLIES

T H A T T H E S E U T I L I T I E S A R E B A S E D O N

INFORMATION SHOWN ON AVAILABLE RECORD

D R A W I N G S . A L L L O C A T I O N S , S I Z E S A N D

ELEVATIONS ARE APPROXIMATE. REFER TO

ROCK CONSTRUCTION ENTRANCE

NOTES

1. REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER

FULL WIDTH OF ENTRANCE.

2. MOUNTABLE BERM SHALL BE INSTALLED WHERE CULVERT PIPE IS USED AND PROPER PIPE COVER AS

SPECIFIED BY MANUFACTURER IS NOT PROVIDED.

3. ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED

DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL

SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE

CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON

ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL

CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE

DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT

ACCEPTABLE.

1'-0" MIN

M

I N

O

A C

C E

S S

W

I D

T H

50'-0" MIN

R

T

Y

P

50'-0" MIN

3'-0"

M

I N

EXIST

GRADE

AASHTO #1

STONE

NON-WOVEN

GEOTEXTILE FABRIC

MOUNTABLE

BERM (SEE

NOTE 2)

PIPE

(IF REQUIRED)

EARTH FILL

EXISTING

ROADWAY

OR PAVING

SECTION B-B

PLAN

20'-0" MIN

OR ACCESS WIDTH

NON-WOVEN

GEOTEXTILE FABRIC

SECTION A-A

M

I N

AASHTO #1

STONE

A A

BB

EXISTING

ROADWAY

OR PAVING

EXIST

GRADE

M

I N

NOTES

1. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE.

BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP

SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM

SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT

SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS

TRIBUTARY AREA.

2. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER

SOCKS.

3. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2

THE ABOVE GROUND HEIGHT OF THE COMPOST FILTER SOCK.

4. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER

EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED

ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED

WITHIN 24 HOURS OF INSPECTION.

5. BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER

6 MONTHS, PHOTODEGRADABLE SOCKS SHALL BE REPLACED AFTER 1

YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO

MANUFACTURER’S RECOMMENDATIONS.

6. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE COMPOST

FILTER SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN

PLACE AND VEGETATED OR REMOVED. IF THE SOCK IS LEFT IN PLACE

THEN THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A

SOIL SUPPLEMENT.

7. HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND COMPOST FILTER

SOCKS FOR STABILIZATION WHEN STAKING IS NOT POSSIBLE (SUCH AS

ON PAVED SURFACES).

SECTION

NOT TO SCALE

COMPOST FILTER SOCK

PLAN

UNDISTURBED AREA

2"x2" WOODEN STAKES PLACED

10'-0" ON CENTER (TYP)

COMPOST FILTER SOCK

DISTURBED AREA

S

L

O

P

E

S

L

O

P

E

UNDISTURBED

AREA

SLOPE

M

I N

M

I N

2"x2" WOODEN STAKES

PLACED 10'-0" ON CENTER

COMPOST

FILTER SOCK

DISTURBED AREA

BLOWN / PLACED

FILTER MEDIA

NOT TO SCALE

INLET SEDIMENT PROTECTION

AASHTO NO 57

CRUSHED STONE

9"

3" MIN

15" DIA x 8" LONG

(MIN) PVC PIPE

FINISH

GRADE

11 GA GALV WIRE

MESH WITH 1/4"

OPENINGS (MAX)

STORM

DRAIN INLET

FLO

W

NOTES

1. INSTALL ON FLAT GRADE.

2. 18 INCH DIAMETER FILTER SOCK MAY BE STACKED ONTO DOUBLE 24

INCH DIAMETER SOCKS IN PYRAMIDAL CONFIGURATION FOR ADDED

HEIGHT.

3. A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE

LOCATION OF THE WASHOUT PRIOR TO INSTALLING THE SOCKS.

NOT TO SCALE

CONCRETE WASHOUT

COMPOST FILTER SOCK

M

I N

2"x2"x36" WOODEN

STAKES PLACED 5' OC

MAXIMUM DEPTH OF CONCRETE WASHOUT

WATER IS 50% OF FILTER RING HEIGHT

24" DIA COMPOST

FILTER SOCK

SECTION A-A

PLAN

2"x2"x36" WOODEN

STAKES PLACED 5' OC

DIRECT CONCRETE WASHOUT

WATER INTO FILTER RING

AA

24" DIAMETER COMPOST

FILTER SOCK (4" MIN

OVERLAP ON UPSLOPE

SIDE OF FILTER RING)

NOT TO SCALE

CONSTRUCTION FENCE

TEMPORARY CHAIN LINK

10'-0" MIN

FENCE PANEL

10'-0" MIN

FENCE PANEL

CHAIN LINK FABRIC

FENCE PANELFENCE PANEL

TEMPORARY

PANEL STAND (TYP)

Agricultural

Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

03/02/2018

0 06/26/18 TJD FINAL TURNOVER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

EROSION & SEDIMENT CONTROL DETAILS & NOTES

C-702

K. MOSER

S. BILLAH

W. HARCHER

GENERAL EROSION AND

SEDIMENT CONTROL NOTES

1. THE PERMITEE, CO-PERMITEE, OPERATOR AND / OR RESPONSIBLE PARTY

SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL

PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED.

2. COPIES OF SHEET C-701 AND C-702 OF THIS SET OF PLANS MUST BE

AVAILABLE AT THE CONSTRUCTION SITE AT ALL TIMES IN ACCORDANCE

WITH STATE LAW.

3. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS TO

CONSTRUCT EROSION AND SEDIMENT CONTROL BMP AND FOR GRADING

AND ACQUIRING BORROW TO CONSTRUCT SUCH CONTROLS.

4. THE CONTRACTOR SHALL SCHEDULE AND CONDUCT HIS OPERATION TO

MINIMIZE EROSION OF SOILS AND TO PREVENT SILTING AND MUDDYING OF

ADJOINING PROPERTY AND WATERWAYS. CONSTRUCTION OF SEWER /

DRAINAGE FACILITIES AND THE PERFORMANCE OF THE CONTRACT WORK,

WHICH WILL CONTRIBUTE TO THE CONTROL OF EROSION AND SEDIMENT,

SHALL BE CARRIED OUT IN CONJUNCTION WITH EARTHWORK OPERATIONS

OR AS SOON AS PRACTICAL. THE AREA OF BARE SOIL EXPOSED AT ANY

TIME BY CONSTRUCTION OPERATIONS SHALL BE KEPT TO A MINIMUM.

5. EROSION AND SEDIMENT CONTROLS MUST BE CONSTRUCTED, STABILIZED,

AND FUNCTIONAL BEFORE SITE DISTURBANCE MAY BEGIN WITHIN THE

TRIBUTARY AREAS OF THOSE CONTROLS.

6. IMMEDIATELY UPON DISCOVERING UNFORESEEN EROSIVE CONDITIONS

DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ACTION TO

REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO ADJACENT

PROPERTIES AS A RESULT OF INCREASED RUNOFF AND / OR SEDIMENT

DISPLACEMENT. STOCKPILES OF WOOD CHIPS, HAY BALES, CRUSHED

STONE AND OTHER MULCHES SHALL BE READILY AVAILABLE TO

IMMEDIATELY CORRECT EMERGENCY EROSION PROBLEMS.

7. POLLUTANTS SUCH AS FUELS, LUBRICANTS, BITUMINOUS, RAW SEWAGE

AND OTHER HARMFUL MATERIAL SHALL NOT BE DISCHARGED TO OR

PLACED NEAR STREAMS NOR ANY OTHER WATERWAY IMPOUNDMENT, OR

INTO NATURAL OR MAN-MADE CHANNELS LEADING THERETO.

8. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY

EROSION AND SEDIMENT BMP CONTROLS MUST BE REMOVED. AREAS

DISTURBED DURING REMOVAL OF THE BMP MUST BE PERMANENTLY

STABILIZED, IMMEDIATELY.

9. DUMPING OF EXCESS CONCRETE IS NOT PERMITTED ON SITE. ANY

WASHING OF CONCRETE TRUCKS SHALL BE DONE IN A DESIGNATED AREA

AWAY FROM ANY STORMWATER CONVEYANCE OR SENSITIVE AREAS SUCH

AS WETLANDS OR STREAMS. CONTRACTOR SHALL INSTALL, MAINTAIN, AND

EMPTY/REMOVE COMPOST FILTER SOCK CONCRETE WASHOUT.

1. EQUIPMENT SHOWN IN HEAVY DASHED LINE WEIGHT ON DEMOLITION PLANS SHALL BE

REMOVED. EQUIPMENT SHOWN IN LIGHT LINE WEIGHT ON DEMOLITION PLANS SHALL

REMAIN.

2. WHERE REMOVAL OF ELECTRICAL WORK SHOWN, OR OF ASSOCIATED WIRING,

INTERRUPTS SERVICE TO EXISTING ELECTRICAL EQUIPMENT TO REMAIN, THE

CONTRACTOR SHALL EXTEND SERVICE TO REMAINING EQUIPMENT. ROUTING OF THIS

EXTENDED SERVICE SHALL BE SUCH THAT IT DOES NOT INTERFERE WITH NEW WORK.

3. CONTRACTOR SHALL PROVIDE BLANK COVER PLATES ON ALL JUNCTION BOXES AND

DEVICE BOXES WHICH ARE UNCOVERED AS A RESULT OF REMOVAL OF EQUIPMENT.

4. ALL ITEMS TO BE REMOVED SHALL BECOME PROPERTY OF CONTRACTOR AND SHALL BE

REMOVED FROM SITE, UNLESS OWNER WISHES TO RETAIN OWNERSHIP OR IF ITEM IS

SPECIFICALLY NOTED TO BE RELOCATED OR SALVAGED. CONTRACTOR SHALL

COORDINATE DEMOLITION WORK WITH OWNER TO ASSURE THEIR RIGHT OF FIRST

REFUSAL FOR ALL ITEMS BEING REMOVED FROM THE PROJECT.

5. ALL EXISTING SURFACES DAMAGED OR EXPOSED BY DEMOLITION OR REMOVAL OF

EQUIPMENT SHALL BE PATCHED AND REPAIRED WITH MATERIALS AND FINISHES TO

MATCH EXISTING ADJACENT SURFACES.

6. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL HIS WORK WITH OWNER TO

MINIMIZE DISRUPTIONS TO ONGOING OPERATIONS AND DOWN-TIME TO EXISTING

BUILDING AND UTILITY SYSTEMS.

7. REMOVAL OF DEVICE SHALL INCLUDE REMOVAL OF ALL ASSOCIATED WIRING AND

CONDUIT BACK TO SOURCE UNLESS OTHERWISE NOTED.

8. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH ALL TRADES.

GENERAL ELECTRICAL NOTES

DEMOLITION LEGEND

REMOVE EXISTING LIGHTING FIXTURE

REMOVE EXISTING EXIT SIGN

REMOVE EXISTING EMERGENCY BATTERY UNIT

REMOVE EXISTING RECEPTACLE

REMOVE EXISTING FIRE ALARM PULL STATION

REMOVE COMMUNICATIONS OUTLET

EXISTING PANELBOARD - TO REMAIN

F

DUPLEX RECEPTACLE WITH STAINLESS STEEL COVER - 2 POLE,

3 WIRE, 20 AMP, 125 V, NEMA 5-20R - MOUNT 1'-6"AFF

DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT

INTERRUPTER WITH STAINLESS STEEL COVER. - 2 POLE,

3 WIRE, 20 AMP, 125 V, NEMA 5-20R. WHERE 'WP' IS NOTED,

PROVIDE DIE-CAST WEATHERPROOF COVER- MOUNT 1'-6"AFF

GFI

WP

EXISTING DISCONNECT SWITCH - TO REMAIN

DUAL CHANNEL ALUMINUM SURFACE METAL RACEWAY WITH NEMA

5-20R DUPLEX RECEPTACLES EVERY 18" O.C. AND PROVISIONS

FOR TELE/DATA EVERY 36" O.C. PROVIDE BLANK COVERPLATE AT

EACH T/D OUTLET FOR FUTURE USE. PROVIDE WIREMOLD AL4000

SERIES OR APPROVED EQUAL, INCLUDE ALL REQUIRED END CAPS,

ELBOWS, TERMINATION BOXES, DEVICES & COVERPLATES FOR A

COMPLETE SYSTEM. (LENGTH AND QUANTITY OF RECEPTACLE AS

INDICATED ON PLANS) - MOUNT 1'-6" ABOVE COUNTERTOP

W

REMOVE EXISTING LIGHT SWITCH

VARIABLE FREQUENCY DRIVE WITH INTEGRAL CURRENT SENSING RELAYS

VFD

REMOVE EXISTING FIRE ALARM HORN/STROBE

REMOVE EXISTING MOTOR STARTER

EXISTING MOTOR - TO REMAIN

EXISTING CONTROL PANEL - TO REMAIN

EXISTING PUSHBUTTON - TO REMAIN

EXISTING CARD READER - TO REMAIN

EXISTING JUNCTION BOX - TO REMAIN

EXISTING DOOR CONTACT TO REMAIN

EXISTING WALL PHONE TO REMAIN

EXISTING VFD TO REMAIN

EXISTING SWITCH TO REMAIN

EXISTING FIRE ALARM DEVICE TO REMAIN

EXISTING PULL STATION TO REMAIN

EXISTING LIGHT TO REMAIN

EXISTING RECEPTACLE TO REMAIN

EXISTING EXIT SIGN TO REMAIN

NONFUSIBLE HEAVY-DUTY DISCONNECT SWITCH.

600V/60A/3P IN NEMA 3R ENCLOSURE, UNLESS NOTED OTHERWISE

COMBINATION MAGNETIC MOTOR CONTROLLER/CIRCUIT BREAKER

DISCONNECT SWITCH. NEMA 1 CONTROLLER IN NEMA 3R ENCLOSURE,

UNLESS NOTED OTHERWISE

LP2-2

CONDUIT TURNING UP

CONDUIT TURNING DOWN

HOMERUN TO PANELBOARD AND CIRCUIT NUMBER IS USED

TO IDENTIFY TERMINATION LOCATION. IF #12 CONDUCTORS

ARE NOT USED, HOMERUN WILL BE TAGGED WITH WIRE SIZE,

QUANTITY AND CONDUIT SIZE.

ROOM NUMBER

BRANCH CIRCUIT NUMBER FOR ALL ITEMS IN THIS ROOM,

UNLESS OTHERWISE INDICATED - (*) DENOTES CONNECTION

TO CIRCUIT NUMBER SHOWN NEXT TO DEVICE

BRANCH CIRCUIT MINIMUM SIZE CONDUCTOR, #12 AWG IF

NOT INDICATED OTHERWISE

PANEL DESIGNATION FOR ALL ITEMS IN THIS ROOM, UNLESS

OTHERWISE INDICATED

XXX

RP2-12

#10AWG

JUNCTION BOX

J

3#6&1#10G

IN 1"C

MOTOR

MANUAL MOTOR STARTER. MOTOR RATED TOGGLE SWITCH WITH

INTEGRAL THERMAL OVERLOAD PROTECTION

CP

J

QUAD COMMUNICATIONS OUTLET IN 2-GANG BACKBOX

(4) 8P8C RJ-45 - TYPE CAT6 JACKS

(4) 4UTP…