A02_Attachment_D_-_ReservoirReplacement_Submission_Drawings.pdf

PDF 14 MB Posted Dec 22, 2016

Attached to: Reservoir Replacement at DDSP, New Cumberland, PA
Solicitation number: W912DR-17-R-0010
Issued by: Department of the Army Corps of Engineers Engineering District Baltimore

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Attachment D - Drawings

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Other files

File	Type	Posted
C05_W912DR-17-R-0010_Amendment_0004_Reservoir_Replacement_01272017.pdf	PDF	Jan 27, 2017
C05_W912DR-17-R-0010_Amendment_0003_Reservoir_Replacement_01262017.pdf	PDF	Jan 26, 2017
D04_Projnet_RFIs_and_Answers.pdf	PDF	Jan 25, 2017
A14_Question_6797944_-_GEOTECHNICAL_Report.pdf	PDF	Jan 25, 2017
C07_Site_Visit_Photographs.pdf	PDF	Jan 25, 2017
A14_Question_6797947_-_FAA_HAZARD_DETERMINATION.pdf	PDF	Jan 25, 2017
A14_Question_6797932_-_As-Built_Drawings.pdf	PDF	Jan 25, 2017
C05_W912DR-17-R-0010_Amendment_0002_Reservoir_Replacement_01252017.pdf	PDF	Jan 25, 2017
C07_Reservoir_site_visit_sign_in._1.12.2017.pdf	PDF	Jan 18, 2017
C05_W912DR-17-R-0010_Amendment_0001_Reservoir_Replacement_1.18.2017.pdf	PDF	Jan 18, 2017
C05_W912DR-17-R-0010_Reservoir_Replacement_Solicitation_.pdf	PDF	Dec 22, 2016
A02_Attachment_C_-_Reservoir_Replacement_DLA.NewCumberland_Specs.pdf	PDF	Dec 22, 2016

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FACILITY 2060

DEFENSE DISTRIBUTION CENTER, SUSQUEHANNA

NEW CUMBERLAND, PENNSYLVANIA

PROJECT NO. DDCX1306

LOCATION MAP VICINITY MAP

SITE MAP

PROJECT SITE

EXISTING RESERVOIR

PROPOSED TANK AND

EXISTING FIRE

PUMP STATION

RESERVOIR REPLACEMENT PROJECT

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EXISTING RESERVOIR

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ENGINEER

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LOCATION PLAN

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DESCRIPTION

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DRAWING INDEX

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DISCIPLINE

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400 - FNL BKS

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2007 (POST 4)

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ENGINEER

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NO. 036621-E

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TIMOTHY J. GLESSNER

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ELECTRICAL MANHOLE

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1. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL ESTABLISH EROSION CONTROL MEASURES INDICATED ON THE PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL ESTABLISH EROSION CONTROL MEASURES INDICATED ON THE DRAWINGS, WITHIN THE EROSION AND SEDIMENTATION CONTROL PLAN AND ANY ADDITIONAL FACILITIES REQUIRED BY THE CONSERVATION DISTRICT. FOR EROSION CONTROL DETAILS AND NOTES, SEE SHEETS C-7 AND C-8. 2. THE CONTRACTOR SHALL DIG TEST PITS AT PROPOSED WATER MAIN CONNECTIONS TO DETERMINE PIPE SIZE, DEPTH, THE CONTRACTOR SHALL DIG TEST PITS AT PROPOSED WATER MAIN CONNECTIONS TO DETERMINE PIPE SIZE, DEPTH, GEOMETRY, ROUNDNESS AND JOINT LOCATIONS OF EXISTING WATER LINE PRIOR TO ORDERING MATERIALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING AND BY SKETCHES OF THE FINDINGS AND SHALL IDENTIFY ANY CONFLICTS IN REQUIREMENTS FROM THOSE INDICATED ON THE CONTRACT DRAWINGS. 3. = BORE HOLE LOCATIONS. = BORE HOLE LOCATIONS. 4. EXCESS MATERIALS SHALL BE REMOVED AND DISPOSED OF OFFSITE BY THE CONTRACTOR. EXCESS MATERIALS SHALL BE REMOVED AND DISPOSED OF OFFSITE BY THE CONTRACTOR. 5. SOILS ACROSS THE ENTIRE NEW TANK SITE ARE URBAN LAND, NEARLY LEVEL (Uc) LOCATED WITHIN RESIDENTIAL DEVELOPMENT SOILS ACROSS THE ENTIRE NEW TANK SITE ARE URBAN LAND, NEARLY LEVEL (Uc) LOCATED WITHIN RESIDENTIAL DEVELOPMENT ON HILL TOPS AND UPLANDS. 6. SOILS AT THE EXISTING RESERVOIR SITE ARE NESHAMING CHANNERY SILT LOAM, 8 TO 25 PERCENT SLOPES (NdD); AND SOILS AT THE EXISTING RESERVOIR SITE ARE NESHAMING CHANNERY SILT LOAM, 8 TO 25 PERCENT SLOPES (NdD); AND NESHAMING CHANNERY, SILT LOAM, 25 TO 45 PERCENT SLOPES (NdE); PENN CHANNERY SILT LOAM, 25 TO 50 PERCENT SLOPES (PcF) AND URBAN LAND (Uc). 7. THE LIMIT OF DISTURBANCE SHALL BE IS AS SHOWN ON PLANS. DISTURBANCE OUTSIDE THE AREA IS PROHIBITED. THE LIMIT OF DISTURBANCE SHALL BE IS AS SHOWN ON PLANS. DISTURBANCE OUTSIDE THE AREA IS PROHIBITED. 8. ALL PIPE SHALL HAVE 4' MINIMUM COVER UNLESS NOTED OTHERWISE. ALL PIPE SHALL HAVE 4' MINIMUM COVER UNLESS NOTED OTHERWISE. 9. 42 FT. DIAMETER COLUMN SHOWN. IF SMALLER DIAMETER IS CHOSEN BY OWNER, TANK CENTER AND BASE ELEVATION STAY AS 42 FT. DIAMETER COLUMN SHOWN. IF SMALLER DIAMETER IS CHOSEN BY OWNER, TANK CENTER AND BASE ELEVATION STAY AS SHOWN AND SITE AREA AROUND THE TANK COLUMN BECOMES WIDER. 10. BENCH MARK EL. 365.50 - PUMP STATION FINISHED FLOOR. BENCH MARK EL. 365.50 - PUMP STATION FINISHED FLOOR. 11. HORIZONTAL CONTROL IS BASED UPON STATE PLANE COORDINATE SYSTEM. HORIZONTAL CONTROL IS BASED UPON STATE PLANE COORDINATE SYSTEM. 12. INFORMATION SHOWN HEREIN IS BASED ON FIELD SURVEY PERFORMED BY GANNETT FLEMING, HARRISBURG PA. JULY 2011 AND INFORMATION SHOWN HEREIN IS BASED ON FIELD SURVEY PERFORMED BY GANNETT FLEMING, HARRISBURG PA. JULY 2011 AND DECEMBER 2012. UTILITY INFORMATION PROVIDED BY OWNER. 13. FROM INVESTIGATIONS AND FIELD SURVEYS, IT IS ASSUMED THAT LOCATIONS OF PHYSICAL FEATURES, UTILITIES, ETC., ARE FROM INVESTIGATIONS AND FIELD SURVEYS, IT IS ASSUMED THAT LOCATIONS OF PHYSICAL FEATURES, UTILITIES, ETC., ARE APPROXIMATE AND THE NATURE OF MATERIALS IS NOT GUARANTEED. 14. SAW CUT ALL EXCAVATIONS IN PAVEMENT AREA. SAW CUT ALL EXCAVATIONS IN PAVEMENT AREA. 15. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL CONDITIONS AND DIMENSIONS OF THE JOB SITE BEFORE PROCEEDING THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL CONDITIONS AND DIMENSIONS OF THE JOB SITE BEFORE PROCEEDING WITH THE WORK AND SHALL MAKE MINOR ADJUSTMENTS AS REQUIRED ON THE JOB. SUCH ADJUSTMENTS ARE TO BE APPROVED BY THE ENGINEER AND THE OWNER. 16. LOCATION AND DEPTH OF EXISTING UTILITY LINES INCLUDING SERVICES SHALL BE VERIFIED BY THE CONTRACTOR IN ADVANCE LOCATION AND DEPTH OF EXISTING UTILITY LINES INCLUDING SERVICES SHALL BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE CONSTRUCTION. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING EXISTING UTILITY LINES, HAND EXCAVATION ONLY WILL BE PERMITTED IN THE VICINITY OF EXISTING PIPES AND/OR CONDUITS. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 17. THE CONTRACTOR SHALL SUSTAIN IN THEIR PLACES AND PROTECT FROM DIRECT OR INDIRECT INJURY ALL PIPES, CONDUITS, THE CONTRACTOR SHALL SUSTAIN IN THEIR PLACES AND PROTECT FROM DIRECT OR INDIRECT INJURY ALL PIPES, CONDUITS, TRACKS, UTILITY POLES, GUIDE RAILS, GUARD POSTS, WALLS, FOUNDATIONS, BUILDINGS, AND OTHER STRUCTURES OR PROPERTY IN THE VICINITY OF HIS WORK, WHETHER ABOVE OR BELOW GROUND, OR THAT MAY APPEAR IN THE TRENCH. PIPES AND UNDERGROUND CONDUITS EXPOSED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE ADEQUATELY SUPPORTED ALONG THEIR ENTIRE EXPOSED LENGTHS. 18. IN ACCORDANCE WITH PROVISIONS OF ACT NO. 287/187 (AMENDMENT 1996), THE CONTRACTOR SHALL NOTIFY EACH USER (AS IN ACCORDANCE WITH PROVISIONS OF ACT NO. 287/187 (AMENDMENT 1996), THE CONTRACTOR SHALL NOTIFY EACH USER (AS DEFINED IN THE ACT) A MINIMUM OF THREE WORKING DAYS IN ADVANCE OF THE TIME HE INTENDS TO BEGIN EXCAVATION OPERATIONS IN VICINITY OF THE USER'S LINES. 19. NEW FACILITIES SHOWN WITH HEAVIER AND BOLDER LINE WORK AND CALLOUTS IN UPPER CASE LETTERS. EXISTING FACILITIES NEW FACILITIES SHOWN WITH HEAVIER AND BOLDER LINE WORK AND CALLOUTS IN UPPER CASE LETTERS. EXISTING FACILITIES SHOWN WITH LIGHTER LINE WORK AND CALLOUTS IN UPPER AND LOWER CASE LETTERS.

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GENERAL NOTES:

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EXISTING RESERVOIR LOCATION

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AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text

TURNPIKE

AutoCAD SHX Text

OLD YORK ROAD

AutoCAD SHX Text Tank Post Construction Stormwater Management (PCSM) Plan

AutoCAD SHX Text G-2

AutoCAD SHX Text Location Plan, Index of Drawings, Legend and Notes

AutoCAD SHX Text General

AutoCAD SHX Text C-10

AutoCAD SHX Text Civil

AutoCAD SHX Text Existing Reservoir Post Construction Stormwater Management (PCSM) Plan

AutoCAD SHX Text E-1

AutoCAD SHX Text Electrical

AutoCAD SHX Text Symbols, Abbreviations and Details

AutoCAD SHX Text E-2

AutoCAD SHX Text Site Plan - Demolition

AutoCAD SHX Text E-3

AutoCAD SHX Text Existing Valve Vault Site Plan and Power Plan

AutoCAD SHX Text E-4

AutoCAD SHX Text Fire Pump Station Power Plan - Demolition

AutoCAD SHX Text E-5

AutoCAD SHX Text Power One-Line Diagram - Demolition

AutoCAD SHX Text E-6

AutoCAD SHX Text Power One-Line Diagram - New Work

AutoCAD SHX Text E-7

AutoCAD SHX Text Details

AutoCAD SHX Text I-1

AutoCAD SHX Text Instrumentation Symbols, Notes and Abbreviations

AutoCAD SHX Text I-2

AutoCAD SHX Text System Architechure

AutoCAD SHX Text I-3

AutoCAD SHX Text South Valve Pit Panel Layout

AutoCAD SHX Text I-4

AutoCAD SHX Text Fire Pump Station Panel Layout

AutoCAD SHX Text I-5

AutoCAD SHX Text Process Control Panel Layout and Power Wiring Diagram

AutoCAD SHX Text L-1

AutoCAD SHX Text Tank P&ID

AutoCAD SHX Text Instrumentation

AutoCAD SHX Text Electrical

AutoCAD SHX Text Instrumentation

AutoCAD SHX Text

NOTICE

AutoCAD SHX Text GANNETT FLEMING, INC. ADVISES THAT IT HAS COMPLIED WITH THE PROVISIONS OF THE UNDERGROUND UTILITY LINE PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE COMMONWEALTH OF PENNSYLVANIA. GANNETT FLEMING, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT THE INFORMATION RECEIVED PURSUANT TO SAID ACT AND REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE, BUT IS REFLECTING SAID INFORMATION ON THESE DRAWINGS IN ACCORDANCE WITH THE REQUIREMENT OF SUCH ACT. CONTRACTORS ARE REMINDED OF THEIR OBLIGATION TO NOTIFY FACILITY OWNER(S) VIA ONE CALL(S) AT 1-800-242-1776 OR 412-464-7100 (PITTSBURGH AREA) NOT LESS THAN 3 OR MORE THAN 10 WORKING DAYS PRIOR TO BEGINNING EXCAVATION.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

GANNETT FLEMING, INC.

AutoCAD SHX Text

DP-1

AutoCAD SHX Text Process

AutoCAD SHX Text Demolition Floor Plan and Sections

AutoCAD SHX Text P-1

AutoCAD SHX Text Process

AutoCAD SHX Text Revised Floor Plan and Sections

AutoCAD SHX Text P-2

AutoCAD SHX Text Process

AutoCAD SHX Text Miscellaneous Details

AutoCAD SHX Text P-3

AutoCAD SHX Text Process

AutoCAD SHX Text Revised Floor Plan and Elevation

AutoCAD SHX Text I-6

AutoCAD SHX Text System Architecture and Fire Pump Station P&ID

AutoCAD SHX Text Instrumentation

AutoCAD SHX Text E-8

AutoCAD SHX Text Electrical

AutoCAD SHX Text E-9

AutoCAD SHX Text Electrical

AutoCAD SHX Text Site Plan - New Work

AutoCAD SHX Text Fire Pump Station Power Plan - New Work

AutoCAD SHX Text

AutoCAD SHX Text Schedules and Details

AutoCAD SHX Text E-10

AutoCAD SHX Text Electrical

AutoCAD SHX Text Details

AutoCAD SHX Text E-11

AutoCAD SHX Text Electrical

AutoCAD SHX Text

FA001

AutoCAD SHX Text Fire Alarm Cover Sheet

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text Fire Alarm

AutoCAD SHX Text

DISCIPLINE

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text Fire Alarm-New Work

AutoCAD SHX Text Fire Alarm Details

AutoCAD SHX Text

FA201

AutoCAD SHX Text

FA501

AutoCAD SHX Text

FA101

AutoCAD SHX Text Fire Alarm-Demolition

AutoCAD SHX Text Fire Alarm

AutoCAD SHX Text S-1

AutoCAD SHX Text Structural

AutoCAD SHX Text Existing Floor Plan and Sections

AutoCAD SHX Text A-1

AutoCAD SHX Text Architectural

AutoCAD SHX Text Wall Section and Detail

AutoCAD SHX Text

ELEVATED TANK AND EXISTING FIRE PUMP STATION LOCATION

AutoCAD SHX Text WORK PERFORMED UNDER THIS CONTRACT MUST COMPLY WITH ALL RELEVANT CODES, INCLUDING BUT NOT LIMITED TO: NFPA 1 (2015) FIRE CODE NFPA 1963 (2009) STANDARD FOR FIRE HOSE CONNECTIONS NFPA 20 (2010) STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION NFPA 24 (2010) STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES NFPA 37 (2010) STANDARD FOR THE INSTALLATION AND USE OF STATIONARY COMBUSTION ENGINES AND GAS TURBINES NFPA 70 (2011) NATIONAL ELECTRICAL CODE NFPA 72 (2010) NATIONAL FIRE ALARM AND SIGNALING CODE UFC 3-600-01 (2013) FIRE PROTECTION ENGINEERING FOR FACILITIES

AutoCAD SHX Text

APPLICABLE CODES:

AutoCAD SHX Text Civil

AutoCAD SHX Text Miscellaneous Details

AutoCAD SHX Text C-4A

AutoCAD SHX Text

ACCESS CONTROL POINT AT POST 4 (TRUCK GATE)

AutoCAD SHX Text

NORMANDY DRIVE

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ACCESS CONTROL POINT AT POST 3 (POV ACCESS AND PASS # ID BUILDING)

AutoCAD SHX Text

OLD DEPOT ROAD

C-1

I T

S I O

I M

E N

T A

T I O

O N

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L A

S F

C B

S F

W G

100% DESIGN SUBMISSION

S O

L I C

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F I L

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D E

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D E

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4 5

M A

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F I L

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B E

S I Z

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M A

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US Army Corps of Engineers

J U

A N

S I

BALTIMORE DISTRICT

PLATE

REFERENCE

NUMBER

R E

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M E

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AutoCAD SHX Text

AutoCAD SHX Text T-2

AutoCAD SHX Text T-1

AutoCAD SHX Text T-3

AutoCAD SHX Text

750,000 GALLON ELEVATED STORAGE TANK (FACILITY 2060)

AutoCAD SHX Text

65' DIA TANK BOWL OVERHEAD

AutoCAD SHX Text

TANK DRAIN MANHOLE SEE DETAIL, SHEET C-2

AutoCAD SHX Text

6" DIP TANK DRAIN

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14" DIP

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14"-45° BEND, SEE REACTIONBACKING DETAIL, SHEET C-4

AutoCAD SHX Text 14"x 8" TEE, SEE REACTION BACKING DETAIL, SHEET C-4

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

OVERFLOW CATCH BASIN SEE DETAIL, SHEET C-2

AutoCAD SHX Text

7' CHAINLINK FENCE SEE DETAIL, SHEET C-3

AutoCAD SHX Text 20' CANTILEVER GATE w/ OPERATOR, CARD READER AND LOOP DETECTORS SEE DETAILS, SHEET C-3 (SEE NOTE 4)

AutoCAD SHX Text

PIPE BOLLARD (TYP) SEE DETAIL, SHEET C-4

AutoCAD SHX Text

12" DI

AutoCAD SHX Text

12" DI

AutoCAD SHX Text

16" DI

AutoCAD SHX Text

14" DI

AutoCAD SHX Text Fire Pump Station (SEE NOTE 4) FACILITY 2065

AutoCAD SHX Text

NORMANDY DRIVE

AutoCAD SHX Text

'U' AVE

AutoCAD SHX Text

'S' AVE

AutoCAD SHX Text

15'R (TYP)

AutoCAD SHX Text 15'R

AutoCAD SHX Text

12" HDPE TANK OVERFLOW PIPE

AutoCAD SHX Text F2

AutoCAD SHX Text F3

AutoCAD SHX Text

GF1

AutoCAD SHX Text

GF3

AutoCAD SHX Text

SEE NOTE 2

AutoCAD SHX Text Parking Spaces

AutoCAD SHX Text Trailer

AutoCAD SHX Text Transformer

AutoCAD SHX Text

EL. 365.50

AutoCAD SHX Text

EL. 365.50 (SEE NOTE 7)

AutoCAD SHX Text

PC-1

AutoCAD SHX Text

(SEE NOTE 5)

AutoCAD SHX Text Warehouse

AutoCAD SHX Text

(SEE NOTE 6)

AutoCAD SHX Text

RCE

AutoCAD SHX Text INLET #1 w/ INLET PROTECTION (TYP) SEE DETAIL, SHEET C-8

AutoCAD SHX Text

MAN GATE, SEE DETAIL, SHEET C-3

AutoCAD SHX Text

12" COMPOST FILTER SOCK (TYP) SEE DETAIL, SHEET C-7

AutoCAD SHX Text

6"-11 1/4° BEND(VERTICAL)

AutoCAD SHX Text

6"-22 1/2° BEND(HORIZONTAL) (ROTATED)

AutoCAD SHX Text

LIMIT OF DISTURBANCE/NPDES BOUNDARY (TYP)

AutoCAD SHX Text Sanitary Manhole, SEE CONNECTION DETAIL, SHEET C-4 FOR TIE-IN

AutoCAD SHX Text

STOCKPILE

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

PUMPED WATER FILTER BAG, SEE DETAIL, SHEET C-7

AutoCAD SHX Text

HYDRANT SEE DETAIL, SHEET C-4 (EQUIP W/ BACKFLOW PREVENTION)

AutoCAD SHX Text

INLET #3 SEE NOTE 10

AutoCAD SHX Text

INLET #2

AutoCAD SHX Text

EL. 365.50

AutoCAD SHX Text

6" 45° BEND(HORIZONTAL)

AutoCAD SHX Text

12" COMPOST FILTER SOCK SEE DETAIL, SHEET C-7

AutoCAD SHX Text

12" COMPOST FILTER SOCK SEE NOTE 11

AutoCAD SHX Text Fire Test Station

AutoCAD SHX Text

(SEE NOTE 13)

AutoCAD SHX Text

14" GATE VALVE

AutoCAD SHX Text

PAD MOUNTED DIESEL GENERATOR, (SEE ELECTRICAL DRAWINGS)

AutoCAD SHX Text

RENTAL DIESEL HIGH CAPICITY PUMP (SEE NOTE 12)

AutoCAD SHX Text

8" GATE VALVE

AutoCAD SHX Text 8"x6" REDUCER

AutoCAD SHX Text

BACKFLOW PREVENTER MANHOLE SEE DETAIL, SHEET C-4A

AutoCAD SHX Text

HYDRANT SIGN SEE DETAIL, SHEET C-4A

AutoCAD SHX Text Duct Bank

AutoCAD SHX Text

SITE AND EROSION AND SEDIMENTATION CONTROL PLAN SCALE IN FEET SCALE 1"=20'

AutoCAD SHX Text

SURVEY CONTROL

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text

EASTING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

GF1

AutoCAD SHX Text 364.405

AutoCAD SHX Text 320254.90

AutoCAD SHX Text 2220904.62

AutoCAD SHX Text

FENCE CONTROL

AutoCAD SHX Text F3

AutoCAD SHX Text F2

AutoCAD SHX Text F1

AutoCAD SHX Text

FENCE CORNER

AutoCAD SHX Text

FENCE CORNER

AutoCAD SHX Text N 320429.64 E 2220871.04

AutoCAD SHX Text N 320334.90 E 2221065.62

AutoCAD SHX Text N 320305.61 E 2220815.87

AutoCAD SHX Text F4

AutoCAD SHX Text

FENCE CORNER

AutoCAD SHX Text

FENCE CORNER

AutoCAD SHX Text N 320204.02 E 2221001.27

AutoCAD SHX Text

PK NAIL

AutoCAD SHX Text S1

AutoCAD SHX Text

STRUCTURAL CONTROL

AutoCAD SHX Text

CENTER POINT OF WATER TANK

AutoCAD SHX Text N 320302.87 E 2220969.63

AutoCAD SHX Text

GF3

AutoCAD SHX Text 364.63

AutoCAD SHX Text 320308.26

AutoCAD SHX Text 2220822.62

AutoCAD SHX Text

PK NAIL

AutoCAD SHX Text N

AutoCAD SHX Text

PIPE CONTROL

AutoCAD SHX Text P3

AutoCAD SHX Text P2

AutoCAD SHX Text P1

AutoCAD SHX Text N 320216.24 E 2220971.76

AutoCAD SHX Text N 320139.39 E 2220964.79

AutoCAD SHX Text N 320084.40 E 2220979.33

AutoCAD SHX Text

SEE NOTE 8

AutoCAD SHX Text

A/E PRINCIPLE

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text

REGISTERED

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PROFESSIONAL

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text L

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

NO. 036621-E

AutoCAD SHX Text

TIMOTHY J. GLESSNER

AutoCAD SHX Text Uc

AutoCAD SHX Text

SOIL TYPE (TYP)

AutoCAD SHX Text

1. SEE SHEET G-2 FOR GENERAL NOTES. SEE SHEET G-2 FOR GENERAL NOTES. 2. EXISTING BUTTERFLY VALVE WITH PLUG. REMOVE PLUG AND EXTEND PIPE TO EXISTING BUTTERFLY VALVE WITH PLUG. REMOVE PLUG AND EXTEND PIPE TO TANK. 3. BM IS FINISH FLOOR EL. 365.50 BM IS FINISH FLOOR EL. 365.50 4. SEE PROCESS AND ELECTRICAL DRAWINGS FOR IMPROVEMENTS ASSOCIATED SEE PROCESS AND ELECTRICAL DRAWINGS FOR IMPROVEMENTS ASSOCIATED WITH THE FIRE PUMPS, RELATED SITE WORK AND POWER TO GATE OPERATOR. 5. REMOVE EXISTING PARKING LINES WITHIN PROPOSED FENCE AND WITHIN 10' REMOVE EXISTING PARKING LINES WITHIN PROPOSED FENCE AND WITHIN 10' OF THE FENCE. PARKING LINES TO BE REMOVED BY WATER BLASTING METHODS INCLUDING DUST CONTROL. 6. REMOVE AND RETIRE EXISTING 225KVA TRANSFORMER, SEE ELECTRICAL REMOVE AND RETIRE EXISTING 225KVA TRANSFORMER, SEE ELECTRICAL DRAWINGS FOR NEW 500KVA TRANSFORMER. 7. PROPOSED GRADE IS NOT CHANGING MORE THAN 0.5FT SO THERE ARE NO PROPOSED GRADE IS NOT CHANGING MORE THAN 0.5FT SO THERE ARE NO PROPOSED CONTOUR LINES. 8. APPROXIMATE LIMIT OF PAVEMENT REMOVAL FOR CONSTRUCTION IN ADDITION APPROXIMATE LIMIT OF PAVEMENT REMOVAL FOR CONSTRUCTION IN ADDITION TO PAVEMENT REMOVAL FOR LANDSCAPE GRAVEL. CONTRACTOR TO SUBMIT PROPOSED LIMIT. PUMP STATION ACCESS BY INSTALLATION MUST BE MAINTAINED BY AT ALL TIMES DURING CONSTRUCTION. 9. SOILS ACROSS THE ENTIRE NEW TANK SITE ARE URBAN LAND, NEARLY LEVEL SOILS ACROSS THE ENTIRE NEW TANK SITE ARE URBAN LAND, NEARLY LEVEL (Uc) LOCATED WITHIN RESIDENTIAL DEVELOPMENT ON HILL TOPS AND UPLANDS. 10. AREA AT PIPE EXCAVATION DRAINS TO INLET #3. AREA AT PIPE EXCAVATION DRAINS TO INLET #3. 11. ALL PIPE TRENCHES SHALL BE EXCAVATED, BACKFILLED AND STABILIZED THE ALL PIPE TRENCHES SHALL BE EXCAVATED, BACKFILLED AND STABILIZED THE SAME DAY. IF TRENCHES CANNOT BE STABILIZED THE SAME DAY, INSTALL COMPOST FILTER SOCK THE SAME DAY. 12. TEMPORARY SETUP LOCATION FOR RENTAL HIGH CAPACITY PUMP W/ SKID TEMPORARY SETUP LOCATION FOR RENTAL HIGH CAPACITY PUMP W/ SKID MOUNTED FUEL STORAGE TANK (IF ALTERNATE PROPOSAL IS ACCEPTED). 13. EXISTING FIRE TEST STATION TO BE UTILIZED FOR HOSE DISCHARGE EXISTING FIRE TEST STATION TO BE UTILIZED FOR HOSE DISCHARGE CONNECTION FROM RENTAL HIGH CAPACITY PUMP SETUP AS A BACKUP SECONDARY PUMP TO THE PRIMARY FIRE PUMP STATION PUMP. 14. EXTEND 8" DIP TO THE LOCATION AS INDICATED AND INSTALL TEMPORARY EXTEND 8" DIP TO THE LOCATION AS INDICATED AND INSTALL TEMPORARY 10"x 8" REDUCER AS TIE IN FOR 10" SUCTION HOSE PIPING TO RENTAL HIGH CAPACITY PUMP. AFTER DEMOBILIZATION OF RENTAL HIGH CAPACITY PUMP CONTINUE EXTENSION OF 8" DIP TO NEW FIRE HYDRANT AS SHOWN ON THE DRAWINGS.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text TEMPORARY 10" x 8" REDUCER (SEE NOTE 14)

AutoCAD SHX Text

CONSTRUCTION CONTRACTOR'S MATERIAL STORAGE AND LAYDOWN AREA

AutoCAD SHX Text S2

AutoCAD SHX Text

NORTHWEST CORNER OF GENERATOR PAD

AutoCAD SHX Text N 320302.74 E 2220838.92

AutoCAD SHX Text S3

AutoCAD SHX Text

SOUTHEAST CORNER OF GENERATOR PAD

AutoCAD SHX Text N 320293.62 E 2220847.79

C-2

TANK C (E-W)

TANK C (N-S)

TANK OVERFLOW

CATCH BASIN

10" TANK

OVERFLOW

14" INFLUENT

RISER PIPE

SEE NOTE 2

14" EFFLUENT

RISER PIPE

SEE NOTE 2

14" ALTITUDE

VALVE w/ CHECK

SEE NOTE 9

FLANGED ADAPTER w/

ANCHOR STUDS (TYP)

14" BUTTERFLY

VALVE (TYP)

CONCRETE PIPE

SUPPORT (TYP)

14" TEE (TYP)

14" CHECK

VALVE

F.D.

60" DOUBLE

MAN DOOR

14" DI PIPE

CONSTRUCTION JOINT

(EVERY 90˚) SEE DETAIL

SHEET C-4

6" DI DRAIN

TO SANITARY

MANHOLE

4" SCH 80 PVC FLOOR DRAIN PIPE

FLOOR DRAIN PIPE MANHOLE

COLUMN NECK

OVERHEAD

C-2

14" BLIND

FLANGE (TYP)

SEE NOTE 11

FOUNDATION

FOOTER

TELEMETRY PANEL

SEE NOTE 8

REINFORCED CONCRETE

FOUNDATION PIPE

SUPPORT ANCHORED TO

TANK FOUNDATION

SEE NOTE 12

ELECTRIC

SERVICE PANEL

INSTRUMENT

BACKBOARD

C-2

5-2" BURIED

CONDUITS

SEE NOTE 14

EL. 365.50

4" PVC FLOOR DRAIN

14" FLOOR SLEEVE

w/ MODULAR SEAL

SEE NOTE 5

14"-90 MJ BEND

1'-0" CONCRETE ENCASEMENT

ALL SIDES

14" DI PIPE

14"-90˚ BASE BEND

REINFORCED CONCRETE

PIPE SUPPORT

14" RISER PIPE

14" BUTTERFLY VALVE

C EL. 368.00

FLANGED ADAPTER

w/ ANCHOR STUDS

14" CHECK VALVE

1/2" JT. FILLER (TYP)

1'-0"(TYP)

CONCRETE PIPE

SUPPORT (TYP)

REINFORCED CONCRETE

FOUNDATION PIPE

SUPPORT ANCHORED

TO TANK FOUNDATION

SEE NOTE 12

REINFORCED CONCRETE

TANK FOUNDATION

(SEE NOTE 6)

I N

BACKFILL AND FILL

STRUCTURAL

BACKFILL

APPROVED SUBGRADE

PAVEMENT

1" MAX NON-SHRINK LEVEL GROUT

1' - 0"

VARIES 2' TO 4'

(SEE SECTION 9 FOR

DETAIL OF TRANSITION)

BACKFILL AND FILL

6" REINFORCED

CONCRETE

FLOOR SLAB

SEE NOTE 1

ANCHOR BOLTS, SEE NOTE 4

I N

SERVICE SADDLE

w/ 2 1/2" HOSE

GATE VALVE FOR

TANK DRAIN

FLANGE MOUNTED

LEVEL TRANSMITTER

w/ SHUT OFF VALVE

AND SERVICE SADDLE

SEE NOTE 7 & 8

PRESSURE GAUGE AND

SWITCH ASSEMBLY w/

SAMPLE TAP (0-100 PSI)

EL. 365.50

DI PIPE

STAINLESS

STEEL PIPE

OUTLET PIPE

90° BASE ELBOW (TYP)

(DRILL & EPOXY

GROUT BOLTS TO

CONCRETE SUPPORT)

INSULATING FLANGE

SHUT-OFF

VALVE

4" SCH 80 PVC DRAIN PIPE

SLOPE 1/8" / FT

4' DIA PRECAST

CONCRETE

MANHOLE

EL. 365.42

PAVED BERM

MANHOLE FRAME

AND COVER

EL. 365.50

2'-0" MAX

12"x12" 3/4" PLATE

CARBON STEEL

ROOF HANDRAIL

1/4" (MIN) PLATE

CARBON STEEL

GUSSETS

5/16" DIA HOLE

CUT-OUT FOR

DRAINAGE (TYP)

TANK

M A

T C

A N

D R

A I L

H E

I G

H T

M I N

4" (MIN) SCH 80

CARBON STEEL PIPE

TYP

TANK C (E-W)

TOP OF FOUNDATION

3 (MIN)

STRUCTURAL FILL

APPROVED SUBGRADE

NOTE:

4'-0" OVEREXCAVATION IS ON

NORTH HALF OF TANK FOUNDATION

TOP OF FOOTER

BOTTOM OF FOUNDATION

VENTHATCH

INSIDE BOWL

LADDER TO

BOTTOM OF BOWL

HATCH

12" HDPE

OVERFLOW PIPE

INV. EL. 363.42

SEE NOTE 13

10" TANK

OVERFLOW

EL. 365.42

GROUT FILL

3" MIN

1" AL. GRATING w/ AL.

ANGLE FRAME & STOP

ANCHORS (PROVIDE

SADDLE CUPS AND

MECHANICAL ANCHORS)

PAVED BERM

PIPE DIA + 4" CUT

AND BAND GRATING

AROUND OPENING

BRONZE SCREEN

BETWEEN FLANGES

(#4 MESH, 16GA. WIRE)

SLOPE

3' SQ PRECAST

CONCRETE

CATCH BASIN

6" DIP

(SEE NOTE 16)

SLOPE

CONCRETE

FILL

4" SCH 80

PVC DRAIN

PIPE

4' DIA PRECAST

CONCRETE

MANHOLE

EL. 365.42

PAVED BERM

24" CI MANHOLE

FRAME AND COVER

REINFORCED CONCRETE

TANK FOUNDATION

M I N

TANK OVERFLOW

CATCH BASIN

10" SS TANK

OVERFLOW

EL. 486.50+

OVERFLOW WEIR BOX

750,000 GALLON TANK

EL. 496.00 MAX

14" SS TANK

EFFLUENT

14" SS TANK

INFLUENT

14" SS TANK

INFLUENT

10" DUCKBILL

VALVE w/

SECURITY

SHROUD

ACCESS TUBE

24" DIA TANK

BOTTOM MANHOLE

INSIDE ACCESS

TUBE LADDER

TOP PLATFORM WITH

30" DIA MANHOLE

ACCESS LADDER

30" DIA MANHOLE

ACCESS LADDER

HANDRAIL

MOUNTING POST (TYP)

(3 EQUALLY SPACED)

HATCH

C-2

TANK EFFLUENT

CONNECTION TO

TANK BOWL

EDGE OF TANK

BOWL

SEE NOTE 15

EL. 365.50

C-2

F L O

L E

V A

T I O

N D

S E

C T

I O

N S

C-2

S F

C B

1/4" = 1'-0"

FLOOR PLAN

1/4" = 1'-0"

14" INFLUENT-EFFLUENT

1/8" = 1'-0"

NORTH - SOUTH

1. SLOPE FLOOR, 2% MIN, TO FLOOR DRAIN AT CENTER OF TANK.

2. INSULATE ALL EXPOSED PIPING, AS SPECIFIED, EXCEPT INSIDE TANK BOWL.

3. DIMENSIONS TO BE VERIFIED BY TANK MANUFACTURER TO ENSURE PROPER LOCATION TO EXTEND AND SUPPORT

RISER PIPES UPWARD TO TANK.

4. ANCHOR BOLT SIZE, LENGTH, LOCATION AND NUMBER ARE DESIGNED BY TANK MANUFACTURER AND SUBMITTED TO

THE ENGINEER FOR APPROVAL.

5. FILL ANNULAR GAP BETWEEN D.I. PIPE AND S.S. SLEEVE WITH SIKAFLEX 1A SEALANT. SEALANT TO BE 1" MIN. DEEP

AND FLUSH WITH TOP OF SLEEVE.

6. TANK MANUFACTURER SHALL DESIGN FOUNDATION AS REFERENCED IN SECTION 33 16 15 ADJUST FOUNDATION, AS

REQUIRED, AT DOOR TO FACILITATE TANK DESIGN AND SUBMIT TO ENGINEER FOR APPROVAL.

7. 2" FULL PORT BALL VALVE SHALL BE FLANGED WITH LEVEL TRANSMITTER ON OPEN END. INSTALL SADDLE FOR VALVE

ON STEEL PIPE APPROXIMATELY 5 FEET ABOVE FINISHED FLOOR. HEAT TRACE AND INSULATE FROM EFFLUENT PIPE TO

LEVEL TRANSMITTER AND AT PRESSURE GAUGE ASSEMBLY AND SAMPLE TAP.

8. TANK MANUFACTURER TO PROVIDE TELEMETRY PANEL, MOUNTING FRAME FOR PANEL AND WIRE POWER TO PANEL

AND TRANSMITTER.

9. ROUTE SIGNAL WIRE w/ 3/4" RGS CONDUIT FROM LIMIT SWITCHES ON ALTITUDE VALVE TO TELEMETRY PANEL.

10. FLOOR PLAN IS FOR SPHERIOD (APPROX. 32' DIA) TANK COLUMN. FOR FLUTED COLUMN TANK MANUFACTURER TO

MAINTAIN SAME ORIENTATION AND ADJUST DIMENSIONS TO ENSURE PROPER LOCATIONS WITHIN COLUMN.

11. PROVIDE BLIND FLANGE AT OPEN END OF TEE.

12. PROVIDE REINFORCED CONCRETE SUPPORT AS ONE MONOLITHIC STRUCTURE FOR BOTH INFLUENT AND EFFLUENT

RISER PIPE AND ANCHOR TO TANK FOUNDATION.

13. INVERT ELEVATION AT EXISTING CATCH BASIN TO BE 360.25±. DRILL HOLE IN EXISTING CATCH BASIN 4" LARGER IN

DIAMETER THAN HDPE PIPE AND GROUT SHUT THE ANNULAR SPACE.

14. PROVIDE 5-2" BURIED CONDUITS IN CONCRETE ENCASEMENT BETWEEN TANK AND PUMP STATION. PROVIDE 3' COVER, CAPPED ENDS 6" ABOVE GRADE AND FISH LINES FOR PULLING WIRES FOR SPARE CONDUITS. REFERENCE SHEETS E-3 AND E-10.

NOTES:

1/2" = 1'-0"

14" EFFLUENT

A. TOP OF CONCRETE FOUNDATION WALL SHALL BE THOROUGHLY SATURATED WITH WATER BEFORE 1" MAX.

NON-SHRINK LEVELING GROUT IS PLACED.

B. MAXIMUM ALLOWABLE NET BEARING PRESSURE = 4.0KSF

C. PROOFROLL FOUNDATION SUBGRADE IN ACCORDANCE WITH SPECIFICATION SECTION 31 23 00.

D. NOTIFY THE ENGINEER TO ARRANGE FOR INSPECTION AND APPROVAL OF SUBGRADE BEFORE PLACING OF

STRUCTURAL FILL.

E. PROTECT SUBGRADE FROM WATER AND OTHER DETRIMENTAL INFLUENCES IN ACCORDANCE WITH

SPECIFICATION SECTION 31 23 00.

F. MONITOR THE CONDITION OF ALL STRUCTURES AND FACILITIES ADJACENT TO EXCAVATIONS. PERFORM

EXCAVATIONS IN SUCH A MANNER TO PREVENT MOVEMENT OR DAMAGE OF EXISTING STRUCTURES AND

FACILITIES INCLUDING THE INSTALLATION OF TEMPORARY EXCAVATION SUPPORT SYSTEM.

G. THE CONTRACTOR IS RESPONSIBLE FOR THE CONDITION OF ALL EXCAVATED SLOPES. PERFORM

EXCAVATIONS IN ACCORDANCE WITH OSHA AND EM385-1-1 SAFETY AND HEALTH MANUAL REQUIREMENTS.

H. USE BACKFILL AND FILL WITHIN 5'-0" OF THE STRUCTURE. COMMON FILL MAY BE USED BEYOND 5'-0".

FOUNDATION NOTES:

1/4" = 1'-0"

FLOOR DRAIN

1/4" = 1'-0"

MOUNTING POST

1/8" = 1'-0"

TANK FOUNDATION OVEREXCAVATION

1/4" = 1'-0"

DECK ELEVATION

1/4" = 1'-0"

OVERFLOW BASIN

1/4" = 1'-0"

TANK DRAIN MANHOLE

100% DESIGN SUBMISSION

S O

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US Army Corps of Engineers

J U

A N

S I

BALTIMORE DISTRICT

PLATE

REFERENCE

NUMBER

R E

S E

R V

L A

C E

M E

J E

C T

D L A

E F

E N

T R

I B

U T

I O

E N

T E

N E

U M

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R L A

N D

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N S

Y L V

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N D

15. PROVIDE TANK MIXING SYSTEM AS INDICATED IN SPEC SECTION 33 16 15.

(SEE NOTE 10)

1. TANK SURFACES TO BE COATED PER

SECTIONS 09 97 13.16 AND 09 97 13.27.

GENERAL NOTE:

16. PROVIDE 3' MIN COVER AND 0.5% MIN SLOPE TO SANITARY MANHOLE.

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A/E PRINCIPLE

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SEAL:

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APPROVED:

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SHEET

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AutoCAD SHX Text H

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REGISTERED

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PROFESSIONAL

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ENGINEER

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NO. 036621-E

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TIMOTHY J. GLESSNER

20'-0" 12'-0"

TO OPEN

GATE PLAN

32'-0"

FABRIC AREA

OVERHANG (OMIT FABRIC)

1'-0"

TRUCK

ASSEMBLY

AL. TRACK

2" SQ AL

UPRIGHT

4" POST

TRUSS ROD

2" SQ AL

UPRIGHT (TYP)

POST TOP

BARBED WIRE (TYP)

KEEPER

TRUSS

RODS

2" SQ AL

BOTTOM RAIL

4" POST

2" MESH #9 GAUGE

FENCING FABRIC

TENSION ROD TENSION ROD

GUIDE ROLLER

ASSEMBLY

ELEVATION

NOTES:

1. SEE AUTOMATIC ENTRANCE GATE DETAIL, THIS SHEET FOR CONFIGURATION.

2. FOOTING WIDTH TO BE 4X POST WIDTH, MIN. DEPTH TO BE 36".

3. CORE POST HOLE IN PAVED AREAS.

4. PROVIDE GROUNDING TO FENCE AND GATES AS INDICATED IN SPECIFICATIONS

TYPICAL CANTILEVERED

SLIDING GATE SECTION

UPPER AND LOWER GUIDE

ROLLER ASSEMBLY

TRUCK

BRACKET

TRUCK ASSEMBLY

NYLON GUIDE ROLLER

w/ OILITE BEARING

TRUCK BRACKET

TRUCK ASSEMBLY

TOP TRACK/FRAME

MEMBER OF GATE

FRAME

U-BOLT

POST

BOTTOM GATE

FRAME MEMBER

WELDED JOINT

AL. TRACK/FRAME

MEMBER

UPPER GUIDE

ROLLER ASSEMBLY

U-BOLT

POST

2" SQ GATE

FRAME MEMBER

LOWER GUIDE

ROLLER ASSEMBLY

12" MAX

CONCRETE

FOOTING

SEE NOTE 2

VARIES 10'-0" MAX

STEEL EXTENSION

ARMS @ 45° ANGLE

BARBED WIRE (TYP)

" OD

PIPE

" ROUND

ROD

FINISHED

GRADE

3" OD CORNER

POST

CONCRETE FOOTING

SEE NOTE

" OD

LINE POST

FOOTING DOMED

TO SHED WATER

2" MESH #9 GAUGE

FENCING FABRIC

NOTES:

1. FOOTING WIDTH TO BE 4X POST

WIDTH, MIN DEPTH TO BE 36".

2. CORE POST HOLE IN PAVED

AREAS.

3. PROVIDE GROUNDING TO FENCE

AND GATES AS INDICATED IN

SPECIFICATIONS.

TENSION WIRE

(TYP)

TYPICAL TRENCH PAVED AREAS

NO SCALE

PIPE OD

EXCAVATE TRENCH WIDTH

(SEE TABLE)

E R

P I P

Z O

N E

P I P

M B

E D

M E

N T

AGGREGATE

BACKFILL

EXISTING

PAVEMENT

SELECT BACKFILL

PIPE BEDDING

MATERIAL TO ℄

OF PIPE

UNDISTURBED EARTH

OR ROCK SUBGRADE

** 4" IN EARTH, SEE NOTE 1

8" IN ROCK

SEE PAVEMENT

REPLACEMENT DETAILS

UNDERGROUND

WARNING TAPE

TYPICAL TRENCH UNPAVED AREAS

NO SCALE

PIPE OD

EXCAVATE TRENCH WIDTH

(SEE TABLE)

E R

P I P

Z O

N E

P I P

M B

E D

M E

N T

APPROVED

BACKFILL

TOPSOIL WHERE REQ'D

4" MIN SEE NOTE 3

EXISTING GRADE

SELECT BACKFILL

PIPE BEDDING

MATERIAL TO ℄

OF PIPE

UNDISTURBED EARTH

OR ROCK SUBGRADE

** 4" IN EARTH, SEE NOTE 1

8" IN ROCK

UNDERGROUND

WARNING TAPE

TRENCH NOTES:

1. IF UNSUITABLE SUBSOIL IS ENCOUNTERED AT THE NORMAL

TRENCH SUBGRADE, THE CONTRACTOR SHALL REMOVE IT TO THE

DEPTH DIRECTED BY THE ENGINEER IN THE FIELD, AND BACKFILL

w/ PIPE BEDDING MATERIAL IN 4" LAYERS.

2. BOTTOM OF TRENCH SHALL BE FREE OF WATER PRIOR TO

PLACING BEDDING.

3. PROVIDE 4" OF TOPSOIL WHERE SEEDING IS REQUIRED.

4. CONTRACTOR SHALL SHORE THE TRENCH IN ACCORDANCE WITH

SECTION 31 23 00.00 20 OF THE SPECIFICATIONS.

5. NON-PRESSURIZED PIPE TRENCH TO BE SIMILAR EXCEPT THAT

COVER MAY VARY AS NOTED ON THE DRAWINGS.

DIAMETER OF PIPE

3" - 36"

PRESSURIZED PIPE TRENCH WIDTH TABLE

42" - 72"

LARGER THAN 72"

30"

24"

36"

MAX TRENCH WIDTH

(OD OF PIPE AT

BARREL PLUS)

1'-0"

(MIN.)

NO SCALE

(MIN.)

1'-0"

OR EXCAVATION

WIDTH OF

PIPE TRENCH

(TYP)

MILL 6"

SUPERPAVE ASPHALT MIXTURE

DESIGN, HMA WEARING COURSE,

PG 64-22, <0.3 MILLION ESALS,

9.5MM MIX, 1 1/2" DEPTH, SRL-L

PAINT EDGE OF EXISTING PAVING W/PG64-22

ASPHALT BINDER BEFORE PAVING. AFTER PAVING

SEAL JOINT BETWEEN NEW AND EXISTING PAVEMENT

W/PG64-22 ASPHALT BINDER (TYP)

SAW CUT (TYP.)

EXISTING

BITUMINOUS

PAVEMENT

PENNDOT 2A SUBBASE

(MATCH EXISTING DEPTH)

TRENCH BACK FILL SEE

DETAILS, THIS SHEET

TYPICAL PAVEMENT REPLACEMENT

SUPERPAVE ASPHALT PAVEMENT

DESIGN, HMA BASE COURSE, PG

64-22, <0.3 MILLION ESALS, 25MM

MIX, 4" DEPTH

SUPERPAVE ASPHALT PAVEMENT

DESIGN, HMA BASE COURSE, PG

64-22, <0.3 MILLION ESALS, 25MM

MIX, 4" DEPTH

SUPERPAVE ASPHALT MIXTURE

DESIGN, HMA WEARING COURSE, PG

64-22, <0.3 MILLION ESALS, 9.5MM

MIX, 1 1/2" DEPTH, SRL-L

MILL OR SAWCUT

AND TACK COAT

SEAL 6" BOTH SIDES OF

JOINT w/ HOT BITUMINOUS

MATERIAL

EXISTING

SURFACE

COURSE

EXISTING BASE /

SUBBASE COURSE

12" PENNDOT 2A COARSE

AGGREGATE SUBBASE

COMPACTED

SUBGRADE

12" MIN

TRANSITION BETWEEN NEW PAVEMENT

AND EXISTING PAVEMENT

NO SCALE

COMPACTED SUBGRADE

12" PENNDOT 2A COARSE

AGGREGATE SUBBASE

SUPERPAVE ASPHALT PAVEMENT

DESIGN, HMA BASE COURSE, PG

64-22, <0.3 MILLION ESALS, 25MM

MIX, 4" DEPTH

SUPERPAVE ASPHALT MIXTURE

DESIGN, HMA WEARING COURSE, PG

64-22, <0.3 MILLION ESALS, 9.5MM

MIX, 1 1/2" DEPTH, SRL-L

BITUMINOUS PAVEMENT SECTION

NO SCALE

LOOP DETECTOR

ENTRANCE FOR SLIDE GATE

NO SCALE

2'-0" (TYP)

(TYP)

LOOP DETECTOR (OPEN

AND SAFETY RESET)

CANTILEVER SLIDE GATE

GATE OPERATOR w/

CONCRETE FOUNDATION,

SEE DETAIL, SHEET C-4

CARD READER w/ CONCRETE

FOUNDATION, SEE DETAIL,

SHEET C-4

CHAIN LINK

FENCE (TYP)

LOOP DETECTOR

(SAFETY RESET)

EDGE OF ROAD

INSIDEOUTSIDE

PIPE BOLLARD (TYP)

MAN GATE

NO SCALE

3'-0"

BARBED

WIRE (TYP)

2" MESH #9 GAUGE

FENCING FABRIC

LATCH ASSEMBLY

w/ KEEPER

4" OD GATE

POST

GATE FRAME

2" OD

CONCRETE FOOTING

SEE NOTE

NOTES:

1. FOOTING WIDTH TO 4X POST

WIDTH, MIN DEPTH TO BE 36".

2. CORE POST HOLE IN PAVED AREAS.

3. PROVIDE GROUNDING TO FENCE

AND GATES AS INDICATED IN

SPECIFICATIONS.

X X

XX X

100% DESIGN SUBMISSION

S O

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US Army Corps of Engineers

J U

A N

S I

BALTIMORE DISTRICT

PLATE

REFERENCE

NUMBER

R E

S E

R V

L A

C E

M E

J E

C T

D L A

E F

E N

T R

I B

U T

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N E

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N D

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N S

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H A

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I S

B U

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E N

N S

Y L V

A N

I A

O R

N G

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E E

R S

B A

L T

I M

O R

I S

T R

I C

B A

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A R

Y L A

N D

C-3

M I S

C E

L L A

N E

O U

E T

A I L S

S F

C B

S F

W G

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CHAIN LINK CANTILEVERED AUTOMATIC SLIDING GATE

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NO SCALE

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NO SCALE

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NO SCALE

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CHAIN LINK FENCE

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NO SCALE

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A/E PRINCIPLE

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SEAL:

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APPROVED:

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SHEET

AutoCAD SHX Text C

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AutoCAD SHX Text M

AutoCAD SHX Text O

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AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text O

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REGISTERED

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PROFESSIONAL

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AutoCAD SHX Text E

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AutoCAD SHX Text Y

AutoCAD SHX Text L

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text N

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File details come from the government source that posted it. Updated Nov 14, 2017.