C05_DLA_Bldg_911_-_Phase_2_EBS_Drawings.pdf

PDF 34 MB Posted Jan 8, 2018

Attached to: Upgrade Public Safety Facility Bldg. 911, Def ense Logistics Agency Distribution (DLA) Susquehanna, Pennsylvania
Solicitation number: W912DR-17-R-0006
Issued by: Department of the Army Corps of Engineers Engineering District Baltimore

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DLA Bldg 911 - Phase 2 EBS Drawings

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File	Type	Posted
C05_AMD0002_2-1-18.pdf	PDF	Feb 1, 2018
C05_AMD0001_1-31-18.pdf	PDF	Jan 31, 2018
C05_DDCS_Bldg_911_-_Phase_2_-_Specifications_Vol_1.pdf	PDF	Jan 8, 2018
C05_DDCS_Bldg_911_-_Phase_2_-_Specifications_Vol_2.pdf	PDF	Jan 8, 2018
C05_W912DR-18-R-0005.pdf	PDF	Jan 8, 2018

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mmiskimon Text Box 06-08-2019 mmiskimon Text Box

SEPTEMBER 20, 2017

W hi tm an

, R eq ua rd t & A ss oc ia te s, L

S ou th

C ar ol in e S tr ee t, B al tim or e, M ar yl an d

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y

D E

N B

T B

N A

M E:

U E

C O

N O

S O

N N

S O

C K

D B

US Army Corps of Engineers ®

" x

N U

T S

T D

SHEET OF

D ef en se

D is tri bu tio n

C en te r S us qu eh an na N ew C um be rla nd

, P A

S E

M B

- W

2D R

-1 0-

D -0

HUNTSVILLE

R S

/M M

C C

A pp ro ve r

G-002

H U

E D

M M

Ex pa nd P ub lic

S af et y

Fa c i lit y

B u ild in g

P ha se

G G

-0

SHEET LIST

SHEET

IDENTIFIER SHEET NAME

SHEET

NUMBER

E-502 LIGHTING DETAILS 147

E-503 LIGHTING DETAILS 148

E-601 POWER SINGLE LINE DIAGRAM 149

E-602 PANEL SCHEDULES 150

E-603 PANEL SCHEDULES 151

T-001 SPECIAL SYSTEMS LEGEND, ABBREVIATIONS AND GENERAL NOTES 152

TD101 SPECIAL SYSTEMS EXISTING AND DEMOLITION SITE PLAN 153

TD102 POLICE ADDITION - SPECIAL SYS. DEMOLITION FLOOR PLAN 154

TD103 FIRE ADDITION - SPECIAL SYS. DEMOLITION FLOOR PLAN 155

T-101 SPECIAL SYSTEMS SITE PLAN 156

T-102 SPECIAL SYSTEMS BUILDING ROUTING PLAN 157

T-103 POLICE ADDITION - SPECIAL SYSTEMS FLOOR PLAN 158

T-104 FIRE ADDITION - SPECIAL SYSTEMS FLOOR PLAN 159

T-401 ENLARGED PLANS 160

T-501 SPECIAL SYSTEMS DETAILS 161

T-601 SPECIAL SYSTEMS RISER 162

TY001 SECURITY SYSTEM LEGEND, 163

TY101 POLICE ADDITION - SECURITY SYSTEM FLOOR PLAN 164

TY102 FIRE ADDITION - SECURITY SYSTEM FLOOR PLAN 165

TY501 SECURITY SYSTEM DETAILS 166

TY601 SECURITY SYSTEM RISERS AND SCHEDULES 167

SHEET LIST

SHEET

IDENTIFIER SHEET NAME

SHEET

NUMBER

A-506 ROOF DETAILS 75

A-507 ROOF DETAILS 76

A-508 ROOF DETAILS 77

A-509 DETAILS 78

A-510 CEILING DETAILS 79

A-511 FINISH DETAILS 80

A-512 CASEWORK DETAILS 81

A-601 DOOR SCHEDULE AND DETAILS 82

A-602 PARTITION TYPES 83

A-603 PARTITION DETAILS 84

A-604 FINISH SCHEDULE 85

A-605 SIGNAGE SCHEDULE AND DETAILS 86

F-001 FIRE PROTECTION LEGEND, ABBREVIATIONS, AND GENERAL NOTES 87

F-101 POLICE ADDITION - FIRE PROTECTION FLOOR PLAN 88

F-102 FIRE ADDITION - FIRE PROTECTION FLOOR PLAN 89

F-103 FIRE RENOVATION - FIRE PROTECTION FLOOR PLAN 90

F-501 FIRE PROTECTION DETAILS 91

FA001 FIRE ALARM & MASS NOTIFICATION LEGEND, ABBREVIATIONS, AND

GENERAL NOTES

FA101 POLICE ADDITION - FIRE ALARM DEMOLITION PLAN 93

FA102 FIRE ADDITION - FIRE ALARM DEMOLITION PLAN 94

FA103 POLICE ADDITION - FIRE ALARM FLOOR PLAN 95

FA104 FIRE ADDITION - FIRE ALARM FLOOR PLAN 96

FA105 FIRE RENOVATION - FIRE ALARM FLOOR PLAN 97

FA601 FIRE ALARM / MASS NOTIFICATION SYSTEM RISER DIAGRAM 98

P-001 PLUMBING LEGEND, ABBREV., AND GENERAL NOTES 99

PD101 POLICE ADDITION - PLUMBING DEMOLITION PLAN 100

P-101 POLICE ADDITION - PLUMBING FLOOR PLAN 101

P-102 FIRE ADDITION - PLUMBING FLOOR PLAN 102

P-103 FIRE RENOVATION PLUMBING FLOOR PLAN 103

P-401 POLICE ADDITION - PLUMBING ENLARGED PLAN 104

P-402 PLUMBING ENLARGED PLANS 105

P-601 PLUMBING SCHEDULES 106

M-001 MECHANICAL LEGEND, ABBREV., AND GENERAL NOTES 107

MD101 POLICE ADDITION - MECHANICAL DEMOLITION PLAN 108

MD102 FIRE RENOVATION - MECHANICAL DEMOLITION PLAN 109

MD201 POLICE ADDITION - MECHANICAL PIPING DEMO PLAN 110

MD202 FIRE RENOVATION - MECHANICAL PIPING DEMOLITION PLAN 111

M-101 POLICE ADDITION - MECHANICAL FLOOR PLAN 112

M-102 FIRE ADDITION - MECHANICAL FLOOR PLAN 113

M-103 FIRE ADDITION MECHANICAL ROOF PLAN 114

M-104 FIRE RENOVATION - MECHANICAL FLOOR PLAN 115

MP101 POLICE ADDITION - MECHANICAL PIPING PLAN 116

MP102 FIRE ADDITION - MECHANICAL PIPING PLAN 117

MP103 FIRE RENOVATION - MECHANICAL PIPING PLAN 118

M-401 POLICE ADDITION - ENLARGED PLAN 119

M-501 MECHANICAL DETAILS 120

M-502 MECHANICAL DETAILS 121

M-503 MECHANICAL DETAILS 122

M-504 MECHANICAL DETAILS 123

M-505 MECHANICAL DETAILS 124

M-601 MECHANICAL CONTROL DIAGRAMS 125

M-602 MECHANICAL CONTROL DIAGRAMS 126

M-603 MECHANICAL CONTROL DIAGRAMS 127

M-604 MECHANICAL CONTROL DIAGRAMS 128

M-605 MECHANICAL SCHEDULES 129

M-606 MECHANICAL SCHEDULES 130

E-001 ELECTRICAL LEGEND ABBREVIATIONS AND GEN. NOTES 131

ED101 ELECTRICAL EXISTING AND DEMOLITION SITE PLAN 132

ED102 POLICE ADDITION - POWER DEMOLITION FLOOR PLAN 133

ED103 POLICE ADDITION - LIGHTING DEMOLITION CEILING PLAN 134

ED104 FIRE ADDITION - POWER DEMOLITION FLOOR PLAN 135

ED105 FIRE ADDITION - LIGHTING DEMOLITION CEILING PLAN 136

ED106 FIRE RENOVATION - DEMOLITION FLOOR PLANS 137

E-101 ELECTRICAL SITE PLAN 138

E-102 BUILDING FEEDER PLAN 139

E-103 POLICE ADDITION - POWER FLOOR PLAN 140

E-104 POLICE ADDITION - LIGHTING CEILING PLAN 141

E-105 FIRE ADDITION - POWER FLOOR PLAN 142

E-106 FIRE ADDITION - LIGHTING CEILING PLAN 143

E-107 FIRE RENOVATION - LIGHTING CEILING PLAN 144

E-401 ENLARGED PLANS 145

E-501 LIGHTING SCHEDULE 146

SHEET LIST

SHEET

IDENTIFIER SHEET NAME

SHEET

NUMBER

G-001 COVER SHEET 1

G-002 SHEET LIST 2

G-101 LIFE SAFETY PLANS 3

G-102 ANTITERRORISM FORCE PROTECTION PLAN DEVELOPED CONDITIONS 4

C-001 CIVIL NOTES AND GENERAL LEGEND 5

C-101 EXISTING CONDITIONS PLAN 6

CD102 DEMOLITION PLAN 7

C-103 SITE PLAN 8

C-104 GRADING AND UTILITY PLAN 9

CU401 UTILITY PROFILES 10

C-501 CIVIL DETAILS 11

CG101 EROSION AND SEDIMENT CONTROL PLAN EXISTING CONDITIONS 12

CG102 EROSION AND SEDIMENT CONTROL PLAN DEVELOPED CONDITIONS 13

CG501 EROSION AND SEDIMENT CONTROL STANDARD DETAILS AND NOTES 14

CG502 EROSION AND SEDIMENT CONTROL STANDARD NOTES 15

CG503 EROSION AND SEDIMENT CONTROL STANDARD NOTES 16

CP101 TRAFFIC AND MARKING PLANS 17

CP501 TRAFFIC AND MARKING DETAILS 18

S-001 GENERAL STRUCTURAL NOTES 19

S-002 CODES AND STANDARDS, DESIGN LOADS AND ABBREVIATIONS 20

S-003 STATEMENT OF SPECIAL INSPECTIONS 21

S-004 STATEMENT OF SPECIAL INSPECTIONS 22

SD101 POLICE ADDITION - FOUNDATION DEMOLITION PLAN 23

SD102 POLICE ADDITION - ROOF DEMOLITION PLAN 24

SD103 FIRE ADDITION - DEMOLITION PLANS 25

SD501 DEMOLITION SECTIONS AND DETAILS 26

SB101 POLICE ADDITION - FOUNDATION PLAN 27

SF102 POLICE ADDITION AND VEHICLE CANOPY - ROOF FRAMING PLAN 28

SB103 FIRE ADDITION - FOUNDATION PLAN 29

SF104 FIRE ADDITION - ROOF FRAMING PLAN 30

S-401 FRAMING ELEVATIONS 31

S-402 FRAMING ELEVATIONS 32

S-501 STRUCTURAL TYPICAL DETAILS 33

S-502 STRUCTURAL TYPICAL DETAILS 34

S-503 STRUCTURAL TYPICAL DETAILS 35

S-504 STRUCTURAL TYPICAL DETAILS 36

S-505 STRUCTURAL TYPICAL DETAILS 37

S-506 STRUCTURAL TYPICAL DETAILS 38

S-507 FOUNDATION SECTIONS AND DETAILS 39

S-508 COLUMN BASE PLATE DETAILS 40

S-509 STRUCTURAL SECTIONS AND DETAILS 41

S-510 STRUCTURAL SECTIONS AND DETAILS 42

S-511 STRUCTURAL SECTIONS AND DETAILS 43

S-512 STRUCTURAL SECTIONS AND DETAILS 44

S-513 STRUCTURAL SECTIONS AND DETAILS 45

S-601 COLUMN SCHEDULE 46

A-001 ARCHITECTURAL LEGEND, ABBREVIATIONS AND NOTES 47

AD101 DEMO PLAN - POLICE SIDE 48

AD102 DEMO ROOF PLAN - POLICE SIDE 49

AD103 DEMO REFLECTED CEILING PLAN - POLICE SIDE 50

AD104 DEMO FLOOR AND ROOF PLANS - FIRE SIDE 51

AD105 DEMO REFLECTED CEILING PLAN - FIRE SIDE 52

AD106 DEMO REFLECTED CEILING PLAN - FIRE RENOVATION 53

AD201 DEMO EXTERIOR ELEVATIONS - POLICE SIDE 54

AD202 DEMO EXTERIOR ELEVATIONS - FIRE SIDE 55

A-101 POLICE ADDITION AND RENOVATION - FLOOR PLAN 56

A-102 POLICE ADDITION - ROOF PLAN 57

A-103 POLICE ADDITION - REFLECTED CEILING PLAN 58

A-104 FIRE ADDITION AND RENOVATION - FLOOR PLAN 59

A-105 FIRE ADDITION - ROOF PLAN 60

A-106 FIRE ADDITION - REFLECTED CEILING PLAN 61

A-107 FIRE ADDITION FLOOR AND CEILING PLANS - RENOVATION 62

A-201 POLICE ADDITION - EXTERIOR ELEVATIONS 63

A-202 FIRE ADDITION - EXTERIOR ELEVATIONS 64

A-301 BUILDING SECTIONS 65

A-302 WALL SECTIONS 66

A-303 WALL SECTIONS 67

A-304 WALL SECTIONS 68

A-401 ENLARGED PLANS AND INTERIOR ELEVATIONS 69

A-501 PLAN DETAILS 70

A-502 PLAN DETAILS 71

A-503 PLAN DETAILS 72

A-504 DOOR AND WINDOW DETAILS 73

A-505 ROOF DETAILS 74

M A

R K

D E

O N

D A

FC OFFICE

DORM

AC EMS

DORM

AC OPS

DORM

COMM

ROOM

ELEC

WOMEN

FC CONF.

TRNG

OFFCR

LAUNDRY

INSPECTORS

DEPT

TRAINING

CORRIDOR

POLICE

CHIEF

ADMIN

SUPPORT

36 FITNESS

ROOM

TRAINING

AREA

TRAINING

CAPTAINS

SERGEANTS

OFFICE

DEPUTY

POLICE

CHIEF

BREAK /

LUNCH

ROOM

EXISTING

ELEC. RM.

FP OFFICER

SECURITY

SPECIALIST

SECURITY

SPECIALISTS

(2)

A-T

OFFICER

OPEN

OFFICE

AREA

EOC

SITUATION

ROOM

LEAD F-F

OFF

LEAD F-F

OFF

LEAD F-F

OFF

63STORAGE 3

COOL DRY

KIT STOR

COMMON

WORK

ROOM

WATCH

COMM.

OFFICE

EXPANSION

DINING RM.

EXPAN.

VENDING

EVIDENCE

ROOM

INTERVIEW

REPORTS

CORRIDOR

STORAGE 2

STORAGE 1

CORRIDOR

130'121'

147' 114'

81' 62'

82'

84'

DC OFFICE

OFFICE

EXISTING FEC

TO REMAIN

EXISTING

FEC TO

REMAIN

FEC-1

EXISTING FEC

TO REMAIN

VEST

60A

EXISTING FEC

TO REMAIN

EXISTING FEC

TO REMAIN

FEC-1

FEC-2

21'

EX. 1-HR FRR

SEPARATION

EX. 1-HR FRR

SEPARATION

POLICE DEPT. WING:

IBC USE CLASSIFICATION:

BUSINESS USE B (IBC SECTION 304)

NFPA 101 OCCUPANCY:

BUSINESS OCCUPANCY (CH. 38/39)

APPARATUS BAY:

IBC USE CLASSIFICATION:

STORAGE USE S-1 (IBC. SECTION 311.2)

NFPA 101 OCCUPANCY:

STORAGE OCCUPANCY (CH. 42)

FIRE DEPT. WING:

IBC USE CLASSIFICATION:

SEPARATED, MIXED-USE BUSINESS /

RESIDENTIAL R-1 (IBC SECTIONS 304 &

310.3)

NFPA 101 OCCUPANCY:

MIXED BUSINESS-ASSEMBLY OCCUPANCY

(CH. 12/13 & 38/39) / SEPARATED HOTEL &

DORMITORYOCCUPANCY (CH. 28)

EGRESS TRAVEL PATH AND DISTANCE

DIST.

1 HR FIRE RATED FULL HEIGHT WALL ASSEMBLY

1/2 HR FIRE RATED FULL HEIGHT WALL ASSEMBLY

LEGEND

RECESSED FIRE EXTINGUISHER CABINET

FIRE RATED SEMI-RECESSED FIRE EXTINGUISHER CABINET

SURFACE MOUNTED FIRE EXTINGUISHER CABINET

FEC-1

FEC-2

FEC-3

DEAD END CORRIDOR AND DISTANCE

SMOKE RATED FULL HEIGHT WALL ASSEMBLY

BUILDING 911: IBC (CHAPTER 3) NFPA 101 (CHAPTER 6)

B BUSINESS (SEPARATED) BUSINESS/ASSEMBLY (MIXED)

R-1 RESIDENTIAL (SEPARATED) DORMITORY (SEPARATED)

S-1 STORAGE (SEPARATED) STORAGE (SEPARATED)

- SEPARATED-MIXED USE BUSINESS / R-1 RESIDENTIAL / S-1 STORAGE PER IBC

SECTION 508.4

BUILDING 911: 404 (POLICE = 230, APPARATUS BAYS = N/A, FIRE = 174)

BUILDING 911: CLASS B (MIN.) FOR EXITS

CLASS C (MIN.) FOR EXIT ACCESS CORRIDORS

CLASS C (MIN.) FOR OTHER SPACES

BUILDING 911: B = 300' MAX TRAVEL DISTANCE. 147' ACTUAL TRAVEL DISTANCE

A-2 = 250' MAX TRAVEL DISTANCE. 80' ACTUAL TRAVEL DISTANCE

R-1 = 325' MAX TRAVEL DISTANCE. 84' ACTUAL TRAVEL DISTANCE

S-1 = 400' MAX TRAVEL DISTANCE. 72' ACTUAL TRAVEL DISTANCE

(IN APPARATUS BAY)

BUILDING CODE / LIFE SAFETY ANALYSIS

1 FIRE PROTECTION REGULATIONS/REFERENCES

3 TYPE OF CONSTRUCTION (IBC TABLE 601)

4 BUILDING SEPARATION (IBC TABLE 602)

9 OCCUPANCY SEPARATION (IBC TABLE 508.4)

8 OCCUPANCY LOADS (NFPA 101 TABLE 7.3.1.2)

7 FIRE RATING OF CORRIDOR WALLS (NFPA 101 28.3.6.1)

13 FIRE EXTINGUISHERS

11 EGRESS TRAVEL DISTANCE

10 INTERIOR FINISHES (NFPA 101 - TABLE A.10.2.2)

6 ALLOWABLE FLOOR AREAS (IBC TABLE 503)

2 OCCUPANCY USE GROUP (IBC/NFPA 101)

12 EGRESS PATH ARRANGEMENT

14 SPRINKLER SYSTEM

BUILDING 911: >30'; 100% OPEN PERIMETER

BUILDING 911: ALLOWABLE STORIES/BLDG. HEIGHT: 3 STORIES / 55'

ACTUAL STORIES/BLDG. HEIGHT: 24'

5. ALLOWABLE BLDG HEIGHT (IBC TABLE 503)

IBC INTERNATIONAL BUILDING CODE, 2012

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 2013

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS,

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2013

NFPA 101 LIFE SAFETY CODE, 2015

BUILDING 911: IIB

BUILDING 911: ALLOWABLE AREA = 76,000 SF

ACTUAL AREA = 31,613 SF

BUILDING 911: RESIDENTIAL (DORMITORY) AREA = 1/2 HOUR

BUILDING 911: B / R-1: 1 HOUR

B / S-1: 1 HOUR (EXISTING)

R-1/R-1: 1/2 HOUR

BUILDING 911: DEAD-END CORRIDORS:

50' MAX DEAD END - NON-ASSEMBLY AREAS

20' MAX DEAD END - ASSEMBLY (MIXED BUSINESS) AREAS

21' ACTUAL - NON-ASSEMBLY AREAS / 0' ACTUAL - ASSEMBLY

COMMON PATH OF TRAVEL:

100' MAX DISTANCE - NON-ASSEMBLY AREAS

20' MAX DISTANCE - ASSEMBLY AREAS

63' ACTUAL - NON ASSEMBLY / 0' ACTUAL - ASSEMBLY

BUILDING 911: REQUIRED PER SECTION 4-2.2 OF UFC 3-600-01

WET PIPE SYSTEM PER NFPA 13 AND UFC

BUILDING 911: PORTABLE EXTINGUISHERS REQUIRED PER UFC 3-600-01.

PROVIDE IN ACCORDANCE WITH NFPA 10

MAX DISTANCE OF TRAVEL TO EXTINGUISHERS: 75'

NOTE :

THIS DRAWING SHALL BE USED FOR REFERENCE

AND INFORMATION ONLY - IT IS ONLY A REFERENCE

OF BASIC CODE REQUIREMENTS AND IS NOT AN

EXTENSIVE COMPILATION OF ALL REQUIREMENTS

THAT ARE INCORPORATED INTO THE

CONSTRUCTION DOCUMENTS.

15 FIRE ALARM SYSTEM

BUILDING 911: FIRE ALARM REQUIRED PER SECTION 5-3.1 OF UFC 3-600-01

MASS NOTIFICATION SYSTEM REQUIRED FOR THE POLICE

AND FIRE ADDITIONS PER SECTION 1-8.3 OF UFC 4-010-01

W hi tm an

, R eq ua rd t & A ss oc ia te s, L

S ou th

C ar ol in e S tr ee t, B al tim or e, M ar yl an d

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y

D E

N B

T B

N A

M E:

U E

C O

N O

S O

N N

S O

C K

D B

US Army Corps of Engineers ®

" x

N U

T S

T D

SHEET OF

'-0

D ef en se

D is tri bu tio n

C en te r S us qu eh an na N ew C um be rla nd

, P A

S E

M B

- W

2D R

-1 0-

D -0

HUNTSVILLE

R S

/M M

A pp ro ve r

E G

R E

O U

G-101

H U

E D

M M

L I

Ex pa nd P ub lic

S af et y

Fa c i lit y

B u ild in g

P ha se

G I

G -1

1/16" = 1'-0"G-101

1 PUBLIC SAFETY BUILDING - LIFE SAFETY PLAN

08 16 3241216

SCALE: 1/16"=1'-0"

PROJECT

NORTH

M A

R K

D E

O N

D A

G-102

A N

T I T

E R

R O

R I S

O R

C E

T E

C T

I O

L A

D E

V E

L O

P E

O N

D I T

I O

N S

E J D

C C

O T

E D

W G

X X

1. BUILDING 911 IS A PRIMARY GATHERING

BUILDING.

2. BUILDING 911 IS CONSIDERED AN

EXISTING BUILDING.

3. BUILDING 911 IS LOCATED MORE THAN

200' WITHIN A CONTROLLED PERIMETER.

4. DESIGN STANDOFF DISTANCE TO

PARKING FOR:

FIRE ADDITION IS 54'

POLICE ADDITION IS 100'

5. ALL ADJACENT EXISTING STREETS

WITHIN STANDOFF DISTANCE ARE

MARKED "NO PARKING."

6. EMERGENCY VEHICLES (FIRE AND

POLICE VEHICLES) MAY PARK WITHIN

THE DESIGNATED STANDOFF. THOSE

AREAS WILL BE MARKED "EMERGENCY

VEHICLES ONLY."

ANTITERRORISM FORCE PROTECTION PLAN: DEVELOPED CONDITIONS

AT/FP INFORMATION

SCALE: 1"=30'

0 30' 60'

SCALE:1"= 30'

1 2 3 4 5

D R

A W

D E

S I G

S B

M T

S I Z

F I L

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

O R

N G

I N

E E

R S

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

C K

US Army Corps of

Engineers ® x

F I

B E

P L O

C A

L E

P L O

A T

S E

P T

E M

B E

W D

R D

380.02

PINE

385.85

15"

LOCUST

380.93

PINE

385.96

380.57

385.78

TOP EL: 386.37

WV(2611)

13"

LOCUST

381.39

380.39

CHERRY

385.93

385.83

TOP EL: 386.49

WV(2612)

382.28

380.55

380.04

385.91

14"

385.73

MAC

382.56

382.43

380.28

384.25

386.11

12"

383.51

379.88

384.05

385.53

385.68

15"

OAK

381.06

384.29

380.72

379.48

385.21

385.47

15"

OAK

16"

OAK

385.26

380.35

384.80

380.32

379.41

384.28

384.26

385.67

385.93

380.39

384.77

378.77

384.47

385.93

15"

LOCUST

385.99

380.76

379.08

383.46

380.76

385.64

385.83

15"

LOCUST

380.83

384.02

383.68

380.47

POLE

#15S1

POLE

# F4

ELECTRIC

OUTLET

WATER

SPIGET

GROUND

ROD

GROUND

ROD

GROUND

POLE

#MH2

GROUND

ROD

GROUND

ROD

POLE

#MH3

POLE

#F7

STUB

POLE

#F6A

GRILL

380.02

JA21

EP NAIL CAP

PINE

15"

LOCUST

380.93

379.74

JA20

EP NAIL CAP

PINE

385.96

380.57

13"

LOCUST

381.39

380.39

380.09

PED XING

SIGN

CHERRY

381.22

BUSHES

382.28

380.55

380.04

14"

CHERRY

382.56

12"

382.43

380.28

MIF42

LP NAIL CAP

384.25

12"

383.51

379.88

FH TOP NUT

384.05

15"

OAK

381.06

380.88

380.376"

384.29

380.72

379.48

379.58

385.21

15"

OAK

380.26

16"

OAK

385.26

380.35

384.80

380.32

379.41

384.28

380.33

384.26

10"

385.93

380.39

384.77

378.77

379.60

384.47

LOCUST

380.76

379.08

380.00

383.46

380.76

30"

15"

LOCUST

380.83

379.80

384.02

379.64

383.68

380.47

POLE

#15S1

POLE

# F4

ELECTRIC

OUTLET

WATER

SPIGET

GROUND

ROD

GROUND

ROD

GROUND

ROD

POLE

#JA23

POLE

#MH2

ELECTRIC

CAR CHARGING

STATION

COMM.

TOWER

GROUND

ROD

GROUND

ROD

GROUND

ROD

GROUND

ROD

POLE

#MH3

STUB

POLE

GRILL

DDRE7

N:322304.4000

E:2222567.0900

El:375.31

DDRE8

N:322001.6600

E:2223191.4200

El:383.99

C-001

C I V

E R

E N

A W

A U

E D

W G

X X

GENERAL LEGEND

SANITARY CLEANOUT

FLAG POLE

GAS METER

GAS VALVE

TELEPHONE MANHOLE

DRAIN PIPE

AIR CONDITIONER

CONTOUR

BOLLARD

BUSH

ELECTRIC JUNCTION BOX

ELECTRIC MANHOLE

ELECTRIC POLE

EVERGREEN TREE

FIRE HYDRANT

GUY WIRE

GUY POLE

GPS MONUMENT

SANITARY MANHOLE

STORM DRAIN MANHOLE

SIGN

ELECTRIC TRANSFORMER

DECIDUOUS TREE

WATER METER

WATER VALVE

HEDGEROW

TEMPORARY 8' CHAIN LINK

SAFETY FENCE

9WM

LIGHT POLE

GAS LINE

SANITARY PIPE

COMMUNICATION LINE

COORDINATES SHOWN HEREON ARE BASED ON DDDS (DEFENSE DISTRIBUTION

DEPOT SUSQUEHANNA) FACILITIES ENGINEERING DIVISION CONTROL

MONUMENTS:

POINT NORTH EAST ELEV.

DDRE7 322304.4000 2222567.0900 375.3100

DDRE8 322001.6600 2223191.4200 383.9900

PROVIDED BENCHMARKS BASED ON

HORIZONTAL: PENNSYLVANIA SOUTH COORDINATE SYSTEM, NAD'83

VERTICAL: NGVD'29

TRAVERSE DATA CIVIL GENERAL NOTES

1. EXISTING TOPOGRAPHY SHOWN IS TAKEN FROM FIELD RUN SURVEY

PREPARED BY WHITMAN, REQUARDT AND ASSOCIATES, LLP IN OCTOBER 2013.

2. EXISTING UTILITY MAPPING, SIZES AND LOCATIONS SHOWN IS BASED ON

GOVERNMENT PROVIDED RECORD MAPPING. WHITMAN, REQUARDT AND

ASSOCIATES, LLP PROVIDES NO GUARANTEE, EXPRESSED OR IMPLIED, AS TO

THE ACCURACY AND COMPLETENESS OF THE UTILITIES DATA PROVIDED HERE

WITHIN.

3. THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES IN THE VICINITY OF

BUILDING 911 THAT ARE NOT MARKED OR SHOWN ON DRAWINGS, INCLUDING,

BUT NOT LIMITED TO, THE LIGHTNING PROTECTION GROUNDING RING AND

ROOF DRAIN LEADERS. THESE UTILITIES MAY NOT BE MARKED BY

GOVERNMENT. IF UNKNOWN UTILITIES ARE FOUND, CONTRACTOR SHALL

NOTIFY THE GOVERNMENT COR AND/OR CALL PA ONE-CALL SYSTEM AT

1-800-242-1776 IMMEDIATELY TO HAVE UTILITIES MARKED. PROVIDE THE

GOVERNMENT AND ENGINEER WITH THE AS-BUILT CONDITION OF THE

ENCOUNTERED UTILITY.

4. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, LEVELS, DISTANCES

AND FEATURES ON THE CONTRACT DRAWINGS TO HIS OWN SATISFACTION.

CONTRACTOR SHALL VERIFY LOCATION AND DEPTHS OF ALL UTILITIES TO HIS

OWN SATISFACTION PRIOR TO ORDERING MATERIALS AND STRUCTURES.

NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE.

5. CONTRACTOR SHALL PROVIDE THE GOVERNMENT WITH AS-BUILT RECORD

DRAWINGS PER CONTRACT REQUIREMENTS.

6. CONTRACTOR SHALL COORDINATE WITH THE GOVERNMENT TO SCHEDULE A

PRE-CONSTRUCTION MEETING AT LEAST TWO WEEKS BEFORE CONSTRUCTION

BEGINS. CONTRACTOR SHALL COORDINATE WITH GOVERNMENT AND CALL PA

ONE-CALL SYSTEM AT 1-800-242-1776 TO MARK EXISTING UTILITIES BEFORE

BEGINNING ANY WORK. CONTRACTOR TO PERFORM GROUND PENETRATING

RADAR (GPR) SURVEY PRIOR TO SUBMITTING APPLICATION FOR DLA DIG

PERMIT. CONTRACTOR TO SUBMIT A COMPLETED EXCAVATION RISK

ASSESSMENT, AND RECEIVE GOVERNMENT DESIGNATED AUTHORITY

APPROVAL PRIOR TO BEGINNING ANY EXCAVATION. SEE SPECIFICATION

SECTION 01 05 00 JOB CONDITIONS, FOR DETAILS.

7. BUILDING 911 IS A MISSION CRITICAL BUILDING AND UTILITY SERVICES MUST

BE MAINTAINED AT ALL TIMES. ANY UTILITY OUTAGE REQUIREMENTS SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER A MINIMUM OF 6 WEEKS

BEFORE THE UTILITY OUTAGE IS DESIRED.

HEALTH AND SAFETY NOTES

1. THE GOVERNMENT HAS PROVIDED WHITMAN, REQUARDT AND ASSOCIATES

LLP WITH PREVIOUSLY SUBMITTED NEPA DOCUMENTATION INDICATING THAT A

PORTION OF THE LAND NEAR THE EXISTING PX GAS STATION, ALONGSIDE F

AVENUE, HAS BEEN DESIGNATED AS A "LAND USE CONTROL AREA" DUE

TO EXISTING VOLATILE ORGANIC COMPOUND (VOC) CONTAMINATION.

GOVERNMENT PROVIDED DOCUMENTATION REQUIRES THAT ANY WORK TO

OCCUR IN THIS LAND USE CONTROL AREA, THAT DISTURBS ANY SOIL, WILL

REQUIRE PROPER PPE FOR WORKERS AND PROPER DISPOSAL OF SOILS. THE

CONTRACTOR SHALL COORDINATE WITH THE GOVERNMENT AND

INSTALLATION ENVIRONMENTAL STAFF PRIOR TO BEGINNING ANY WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR UTILIZING PROPER PPE AS

REQUIRED DURING WORK. THE CONTRACTOR SHALL DISPOSE OF ANY SOILS IN

ACCORDANCE WITH CONTRACT REQUIREMENTS.

2. THE LAND USE CONTROL AREA BOUNDARIES AND HATCHING SHOWN ON

DRAWINGS WAS BASED ON GOVERNMENT PROVIDED DOCUMENTATION AND IS

AN APPROXIMATION ONLY. CONTRACTOR SHALL COORDINATE WITH

GOVERNMENT AND INSTALLATION ENVIRONMENTAL STAFF TO IDENTIFY THE

BOUNDARY BEFORE BEGINNING ANY WORK.

LIST OF ABBREVIATIONS

SSx

ELECTRICAL DUCTBANK

CTE CONNECT TO EXISTING

DDDS DEFENSE DISTRIBUTION DEPOT SUSQUEHANNA

DGA DENSE GRADED AGGREGATE

DIP DUCTILE IRON PIPE

EX EXISTING

FF FINISHED FLOOR

G GAS

LOD LIMIT OF DISTURBANCE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

RDM RAPID DRAINAGE MATERIAL

SD STORM DRAIN

SS SANITARY SEWER

SWM STORM WATER MANAGEMENT

UD UNDERDRAIN

W WATER

LIMIT OF DISTURBANCE

LOD

BUILDING ADDITION / NEW BUILDING

LAND USE CONTROL AREA PLAN

SCALE: 1"=100'

SCALE:1"=100'

100' 200'0

PX GAS

STATION

SEE "HEALTH AND SAFETY NOTES"

NOTE #2 ABOVE

FIRE HYDRANT

SURVEY MONUMENT LOCATION PLAN

SCALE: 1"=200'

CONCRETE MONUMENT

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C a r o l i n e

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SHEET

IDENTIFICATION

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US Army Corps of

Engineers ® x

F I

B E

P L O

C A

L E

P L O

A T

SHEET OF

D e f e n s e i s t r i b u t i o n

C e n t e r

S u s q u e h a n n a

N e w

C u m b e r l a n d

E x p a n d

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P h a e p t e m b e r

W D

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385.02

E l

S 3

GRASS

E l

NO PARKING

G R

A S

M U

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CONC

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GRAVEL

GRASS

G R

A S

C H

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T E

M P

O R

A R

Y F

E N

C E

V E

INV.= 374.25

INV.= 374.95

INV.= 377.97

I N

INV.= 377.83

I N

INV.= 376.17

INV.= 374.17

I N

INV.= 377.59

INV.= 375.04

INV.= 374.69

I N

INV.= 375.87

15"RCP SD

18"RCP SD

15"RCP SD

I P

14"X22"RCEP SD

I N

18"RCP SD

D P

I N

INV: 373.54

INV: 371.95

8"PVC

I N

V C

I N

V C

I N

V C

15"RCP SD

INV.= 375.61

INV.= 376.01

D P

I N

6" W

8" W

C-101

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EXISTING CONDITIONS PLAN

0 10' 20' 40'

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C e n t e r

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BUILDING 911POLICE

STATION

FIRE

STATION

15TH STREET

14TH STREET

J A

V E

WATER METER

MECHANICAL

YARD

CARPORT CANOPY

COMMUNICATIONS TOWER

GAS GRILL

PLANTERS

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INV: 373.54

6" 6"

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DEMOLITION PLAN

0 10' 20' 40'

SCALE:1"=20'

SCALE: 1"=20'

1. REFER TO STRUCTURAL AND ARCHITECTURAL DEMOLITION

SHEETS FOR ADDITIONAL INFORMATION, INCLUDING BUILDING

INTERIOR DEMOLITION REQUIREMENTS.

2. AREAS DISTURBED FOR UTILITY TRENCHING SHALL BE

RESTORED TO PRE-CONSTRUCTION CONDITIONS UNLESS

OTHERWISE INDICATED. SEE DETAIL 6, SHEET C-501.

3. CONTRACTOR SHALL NOT DISTURB ANY TREES NOT

DESIGNATED FOR REMOVAL WITHOUT PRIOR APPROVAL OF

THE COR.

GENERAL SHEET NOTES

BUILDING 911POLICE

STATION

FIRE

STATION

15TH STREET

14TH STREET

A V

DEMOLITION LEGEND

REMOVE UTILITY

FULL DEPTH BITUMINOUS CONCRETE REMOVAL

DEMOLITION NOTES

REMOVE EXISTING CANOPY, ASPHALT, PAINT MARKINGS

AND SITE FEATURES AS SHOWN TO ACCOMODATE

POLICE STATION ADDITION. REMOVE ANY

UNDERGROUND ROOF DRAIN LEADERS OR LIGHTNING

PROTECTION GROUNDING RING IN THE ADDITION AREA

AS REQUIRED.

REMOVE LANDSCAPING AREA AND CONCRETE PAD TO

ACCOMODATE POLICE STATION ADDITION.

COMMUNICATIONS TOWER TO BE REMOVED AND RELOCATED

BY OTHERS.

REMOVE EXISTING SIDEWALKS, CONCRETE PADS, TREES,

UTILITIES AND SITE FEATURES AS SHOWN TO

ACCOMODATE FIRE STATION ADDITION. REMOVE ANY

UNDERGROUND ROOF DRAIN LEADERS OR LIGHTNING

PROTECTION GROUNDING RING IN THE ADDITION AREA AS

REQUIRED. UTILITIES TO BE DEMOLISHED INCLUDE 8"

SANITARY SEWER, SANITARY SEWER MANHOLE, AND 1 1/2"

WATER.

DISCONNECT AND REMOVE YARD HYDRANT.

DISCONNECT EXISTING GAS SERVICE TO GRILL AT EXISTING

BUILDING FACE. REMOVE PORTION OF GAS LINE FROM

BUILDING FACE TO GRILL. RELOCATE GRILL TO A LOCATION

DESIGNATED BY GOVERNMENT WITHIN THE EXISTING

OUTDOOR PATIO AREA AND RESTORE GAS LINE TO

RELOCATED GRILL.

GOVERNMENT TO REMOVE EXISTING EXTERIOR PLANTERS.

DISCONNECT EXISTING 6" SANITARY SEWER AND 1 1/2"

WATER AT FACE OF EXISTING BUILDING AND DEMOLISH

PORTION INDICATED.

DISCONNECT AND REMOVE ELECTRICAL CHARGING STATION.

LOD

LIMIT OF DISTURBANCE

GRAVEL REMOVAL

SAW CUT

BITUMINOUS

CONCRETE

(TYP.)

TEMPORARY 8' CHAIN LINK

CONSTRUCTION SAFETY FENCE

TEMPORARY

TRAILER

STOCKPILE AREA

CONSTRUCTION

TRAILER

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US Army Corps of

Engineers ® x

F I

B E

P L O

C A

L E

P L O

A T

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D e f e n s t r i b u t i o n

C e n t e r

S u s q u e h a n n a

N e w

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E x p a n d

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STAGING AREA

OPTION 1

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SITE PLAN

0 10' 20' 40'

SCALE:1"=20'

SCALE: 1"=20'

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C e n t e r

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E x p a n d

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1. SEE ARCHITECTURAL DRAWINGS FOR BUILDING ADDITION

DIMENSIONS, STAKEOUT AND ADDITIONAL INFORMATION.

2. SEE ARCHITECTURAL DRAWINGS FOR BUILDING ADDITION

FINISHED FLOOR ELEVATIONS.

3. SEE C-501 FOR PARKING SPACE PAINT MARKING

REQUIREMENTS.

GENERAL NOTES

CONSTRUCTION NOTES

POLICE STATION ADDITIONS, SEE ARCHITECTURAL SHEETS

FOR ADDITIONAL INFORMATION

POLICE STATION VEHICLE CANOPY COVERING 4 PARKING

SPACES, SEE ARCHITECTURAL SHEETS FOR ADDITIONAL

INFORMATION

LEGEND

FIRE STATION ADDITION, SEE ARCHITECTURAL

SHEETS FOR ADDITIONAL INFORMATION

CURB AND GUTTER

COMMUNICATIONS TOWER RELOCATED BY OTHERS

7 INSTALL (6) REMOVABLE BOLLARDS, 5'-0" O/C SPACING

C-501

BUILDING ADDITION / NEW BUILDING

8 SEE ELECTRICAL PLANS FOR JUNCTION BOX LOCATION

HANDICAP PARKING SPACE SIGN

CP-501

10 MINUTE PARKING SIGN

HANDICAP PARKING SPACE

CP-501

STAKEOUT SCHEDULE

ID NORTHING EASTING

PA1 321498.96 2223416.68

321524.12 2223363.69

321535.54 2223369.11

321607.67 2223468.66

321597.43 2223463.80

321586.76 2223486.27

321526.54 2223457.68

321537.31 2223434.99

PA2 POLICE ADDITION STAKEOUT POINT

FA5 FIRE ADDITION STAKEOUT POINT

PA2

PA3

PA4

PA5

PA6

PA7

PA8

ID NORTHING EASTING

FA1 321787.79 2223441.94

321795.18 2223426.37

321809.63 2223433.24

321839.83 2223369.62

321885.15 2223391.14

321840.55 2223485.09

FA2

FA3

FA4

FA5

FA6

BUILDING 911POLICE

STATION

FIRE

STATION

15TH STREET

14TH STREET

J A

V E

POLICE

ADDITION

P O

E A

D D

FIRE

ADDITION

9.00'

4 SPACES

PA6

PA5

PA4

PA7

PA8

PA1

PA2

PA3

FA1

FA2

FA3

FA4

FA5

FA6

TEMPORARY

TRAILER

STOCKPILE AREA

CONSTRUCTION

TRAILER

STAGING AREA

OPTION 1

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380.80

381.40

380.00

379.90

380.9

380.7

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C e n t e r

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GRADING AND UTILITY PLAN

SCALE: 1"=20'

BUILDING 911POLICE

STATION

FIRE

STATION

15TH STREET

14TH STREET

J A

V E

POLICE

ADDITION

F.F. 381.40

P O

E A

D D

FIRE

ADDITION

F.F. 381.40

UTILITY STRUCTURE SCHEDULE

CONSTRUCTION NOTES

CONNECT TO EXISTING (C.T.E.) - MATCH EXISTING GRADE

(TYPICAL)

CONNECT EXISTING ROOF LEADER STORM DRAINS TO

SD-4

DISCHARGE ROOF DRAIN LEADER STORM DRAINS FROM

FIRE STATION BUILDING ADDITION INTO IN-1

CONNECT ROOF DRAIN LEADER STORM DRAINS FROM

POLICE STATION ADDITION INTO EXISTING INLET. SLOPE

@ 0.5% MINIMUM (TYPICAL)

12"

RCP

CONNECT 8" SANITARY FROM FIRE STATION ADDITION

TO SS-1. SEE MECHANICAL DRAWINGS FOR SANITARY

PIPE ROUTING WITHIN THE BUILDING ADDITION

6" PVC SD

6" SS

SD-4

CONNECT 8" PVC SANITARY SEWER FROM POLICE

ADDITION TO SS-2. INSTALL SS-2 VIA DOGHOUSE

MANHOLE BASE ON ACTIVE 8" SANITARY. SEE

MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION

IN-1

SS-1

PROVIDE 1" GAS TO RELOCATED GAS GRILL WITHIN

EXTERIOR PATIO AREA; COORDINATE WITH COR FOR

NEW GRILL LOCATION

COMMUNICATION TOWER UTILITY CONNECTIONS BY

OTHERS

REFER TO MECHANICAL DRAWINGS FOR NEW HVAC

EQUIPMENT UTILITY CONNECTION REQUIREMENTS

V C

S D

8" PVC SS

SS-2

C-501

SS-3

ID NORTHING EASTING TOP

DESCRIPTION

DETAIL REFERENCE

SS-1 321805.51 2223413.54 380.80 MANHOLE DETAIL 4, C-501

SS-2 321427.51 2223401.45 379.60 MANHOLE DETAIL 5, C-501

SS-3 321485.10 2223428.80 380.90 MANHOLE DETAIL 4, C-501

4" PVC SS

GENERAL NOTES

1. UNLESS OTHERWISE NOTED, UTILITY MANHOLE TOP

OF COVER ELEVATIONS SHALL BE FLUSH WITH

FINISHED GRADE IN PAVED/CONCRETE AREAS AND 3"

ABOVE FINISHED GRADE IN GRASS AREAS.

2. REFER TO ELECTRICAL DRAWINGS FOR PROPOSED

ELECTRICAL UTILITY LAYOUT AND INFORMATION.

3. ALL UTILITY TRENCHING, BEDDING, INITIAL BACKFILL,

AND FINAL BACKFILL SHALL CONFORM TO SPECIFICATION

SECTION 31 00 00 EARTHWORK.

PVC

TEMPORARY

TRAILER

CONSTRUCTION

TRAILER

STAGING

AREA

STOCKPILE

AREA

USE DROP MANHOLE CONNECTION.

OPTION 1

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0 10' 20' 40'

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IDENTIFICATION

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US Army Corps of

Engineers ® x

F I

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L E

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SHEET OF

D e f e n s t r i b u t i o n

C e n t e r

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N e w

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SANITARY PROFILE SS-2 TO POLICE

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SCALE: 1" = 20' HORIZONTAL; 1" = 5' VERTICAL

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CU401

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AutoCAD SHX Text 0+49.90

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SS-3 TOP=380.90

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SS-2 TOP=379.60

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REMOVE EX. 6" PVC DRAIN

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6" PVC DRAIN INV.=375.90

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EX. 24" RCP INV.=374.06

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8" PVC SAN @ 0.94%%%

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INV.=372.00

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INV.=377.20

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INV.=372.60

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INV.=378.20

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EX. 8" PVC SAN INV.=371.80

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POLICE BLDG.

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EXISTING GROUND

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FINISHED GRADE

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EX. DUCTBANKS

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NOTE: PROVIDE 1' MIN. SEPARATION BETWEEN TOP OF EX. 24" RCP AND 8" PVC SAN

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4" PVC SAN @ 2.0%

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CLEANOUT

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INV.=372.70

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SS-1 TOP=380.80

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EX. 8" PVC SAN

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INV.=373.33

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INV.=373.40

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FINISHED GRADE

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EXISTING GROUND

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SANITARY PROFILE SS-1 TO FIRE

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FIRE BLDG.

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INV.=373.33

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6" PVC SAN @.57%

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CLEANOUT

1" CONCRETE CAP CROWNED

TO SHED WATER

PAINT POST

SAFETY YELLOW

1" DIA. ROUND BAR

LIFTING ARM (TYP OF 2)

3" RADIUS

TECH WELD NUT ON

THROUGH BOLT

2 EYE BOLTS 1 12" EYE I.D.

4" BOLT DIA.

OWNER PROVIDED RUSTPROOF

HEAVY DUTY PADLOCK

5" DIA. SCHEDULE 40

PVC PIPE SLEEVE

4" SCHEDULE 40 STEEL PIPE,

HOT DIP GALVANIZED

3,500 PSI

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US Army Corps of

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SHEET OF

D e f e n s t r i b u t i o n

C e n t e r

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DOGHOUSE MANHOLE NOTES:

1. DOGHOUSE MANHOLE IS APPLICABLE TO MANHOLES CONSTRUCTED

OVER AN EXISTING UTILITY.

2. OPENINGS IN PRECAST UNITS ARE TO BE 4" MINIMUM

TO 8" MAXIMUM LARGER THAN THE OUTSIDE DIAMETER OF

THE EXISTING PIPE.

3. AFTER MANHOLE IS IN PLACE AND BRICK / CONCRETE

CHANNEL AROUND EXISTING PIPE HAS BEEN CONSTRUCTED

NEATLY CUT AND REMOVE EXISTING PIPE ALONG THE SPRING

LINE.

4. SEE DETAIL 1 ON THIS DRAWING FOR REMAINDER OF MANHOLE

DETAIL.

C-501

SCALE: NOT TO SCALE

OPTION 1

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DIA.

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TYP

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CURB AND GUTTER

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PARKING SPACE PAINT MARKINGS

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REMOVABLE BOLLARD

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STORM DRAIN AND SANITARY MANHOLE

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DOGHOUSE MANHOLE BASE

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REPLACEMENT OF EXISTING BITUMINOUS PAVEMENT DUE TO TRENCHING

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EXISTING BASE

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AND/OR SUBBASE

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EXISTING BASE

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AND/OR SUBBASE

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TACK COAT

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SAW CUT

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PRIME COAT

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REMOVE AND REPLACE IN KIND

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EXISTING BITUMINOUS SURFACE COURSE

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TACK COAT

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SAW CUT

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6" MIN

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12" MIN

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12" MIN

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6" MIN

AutoCAD SHX Text CONTROLLED LOW STRENGTH MATERIALS (FLOWABLE FILL) PER ACI 229. USE 50-100 PSI COMPRESSIVE STRENGTH.

AutoCAD SHX Text NOTE 1 - IF REPLACING ASPHALT IN TWO OR MORE LIFTS, THAN TOP LIFT SHALL EXTEND A MINIMUM

OF 6" LATERALLY FROM THE UNDERLYING LIFT

BUILDING 911POLICE

STATION

FIRE

STATION

15TH STREET

14TH STREET

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1. VEHICLES SHALL NOT TRACK SEDIMENT OUTSIDE OF THE

LIMIT OF DISTURBANCE. ANY SEDIMENT TRACKED ONTO

ASPHALT SURFACES SHALL BE CLEANED UP AT THE END OF

EACH WORK DAY.

2. FIRE TRUCK AND EMERGENCY VEHICLE ACCESS TO AND

FROM BUILDING 911 SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION. CONSTRUCTION EQUIPMENT

SHALL NOT BE LEFT OUTSIDE OF DESIGNATED AREAS.

3. ALL RECYCLEABLE AND WASTE MATERIALS ARE THE

CONTRACTOR'S RESPONSIBILITY AND SHALL BE DISPOSED

OF OFF-SITE AT AN APPROVED LOCATION OR FACILITY.

4. CONTRACTOR TO MAINTAIN A WRITTEN LOG OF ALL

INSPECTION AND MAINTENANCE ACTIVITIES.

EROSION AND SEDIMENT CONTROL PLAN, PHASE II: EXISTING CONDITIONS

GENERAL NOTES

SCALE: 1"=30'

0 30' 60'

SCALE:1"= 30'

PROJECT SEQUENCE

OF CONSTRUCTION

1. CLEAR, GRUB AND DEMOLISH AS REQUIRED TO INSTALL

PERIMETER EROSION AND SEDIMENT CONTROL MEASURES,

INCLUDING ROCK CONSTRUCTION ENTRANCE, INLET

PROTECTION AND SILT FENCE.

2. DEMOLISH SITE AND UTILITY FEATURES AS SHOWN ON

DEMOLITION DRAWINGS.

3. SEE SEQUENCE ON DRAWING CG-102 FOR CONTINUATION...

STAGING

AREA

STOCKPILE

AREA

SEE SHEET CG-501 FOR STANDARD

DETAILS

CONSTRUCTION

TRAILER

TEMPORARY

TRAILER

W hi tm an

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S o u t h

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SHEET

IDENTIFICATION

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US Army Corps of

Engineers ® x

F I

B E

P L O

C A

L E

P L O

A T

SHEET OF

D e f e n s t r i b u t i o n

C e n t e r

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P h a e p t e m b e r

W D

R D

45' @

2.44%

TO SF

45' @

2.44%

TO SF

0' @

0.00%

TO SF

LEGEND

ROCK CONSTRUCTION ENTRANCE

INLET PROTECTION

SILT FENCE

LIMIT OF DISTURBANCELOD

TEMPORARY 8' CHAIN LINK

CONSTRUCTION SAFETY FENCE

SILT FENCE NUMBER

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BUILDING 911POLICE

STATION

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14TH STREET

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1. VEHICLES SHALL NOT TRACK SEDIMENT OUTSIDE OF THE

LIMIT OF DISTURBANCE. ANY SEDIMENT TRACKED ONTO

ASPHALT SURFACES SHALL BE CLEANED UP AT THE END

OF EACH WORK DAY.

2. FIRE TRUCK AND EMERGENCY VEHICLE ACCESS TO AND

FROM BUILDING 911 SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION. CONSTRUCTION EQUIPMENT

SHALL NOT BE LEFT OUTSIDE OF DESIGNATED AREAS.

3. ALL RECYCLEABLE AND WASTE MATERIALS ARE THE

CONTRACTOR'S RESPONSIBILITY AND SHALL BE DISPOSED

OF OFF-SITE AT AN APPROVED LOCATION OR FACILITY.

4. CONTRACTOR TO MAINTAIN A WRITTEN LOG OF ALL

INSPECTION AND MAINTENANCE ACTIVITIES.

EROSION AND SEDIMENT CONTROL PLAN, PHASE II: DEVELOPED CONDITIONS

GENERAL NOTES

SCALE: 1"=30'

LEGEND

ROCK CONSTRUCTION ENTRANCE

INLET PROTECTION

SILT FENCE

0 30' 60'

SCALE:1"= 30'

PROJECT SEQUENCE

OF CONSTRUCTION, CONTINUED

1. ROUGH GRADE AND CONSTRUCT NEW BUILDING ADDITIONS.

2. CONSTRUCT UTILITIES.

3. CONSTRUCT CURBS, GUTTERS AND SIDEWALKS.

4. PERFORM FINAL SITE STABILIZATION AND LANDSCAPING.

5. REMOVE ALL PERIMETER EROSION AND SEDIMENT

CONTROLS AND STABILIZE REMAINING AREAS.

LIMIT OF DISTURBANCELOD

POLICE

ADDITION

P O

L I C

A D

D I T

I O

FIRE

ADDITION

NEW SANITARY CONNECTION USING

SAME DAY STABILIZATION (TYPICAL);

COVER EXCAVATION WITH HS-20

RATED TRAFFIC COVERS AS REQUIRED

SEE SHEET CG-501 FOR STANDARD

DETAILS

TEMPORARY 8' CHAIN LINK

CONSTRUCTION SAFETY FENCE

STAGING

AREA

STOCKPILE

AREA

CONSTRUCTION

TRAILER

TEMPORARY

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US Army Corps of

Engineers ® x

F I

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SHEET OF

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C e n t e r

S u s q u e h a n n a

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STANDARD CONSTRUCTION DETAIL #4-18

STONE AND CONCRETE BLOCK INLET PROTECTION - TYPE M INLET

STANDARD CONSTRUCTION DETAIL #3-1

ROCK CONSTRUCTION ENTRANCE

STANDARD CONSTRUCTION DETAIL #4-7

STANDARD SILT FENCE (18" HIGH)

STANDARD EROSION AND SEDIMENT CONTROL PLAN NOTES

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE

APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE

AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN

PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR

REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR

OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE PCSM

PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM

PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE

PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS.

DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT OR BY THE DEPARTMENT

PRIOR TO IMPLEMENTATION.

5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER

OBJECTIONABLE MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION

SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT

UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS

DESCRIBED IN THIS E&S PLAN.

7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN

ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS…

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