ATTACHMENT B 1688359-dwgs-comined.pdf

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G-001

BUILDING X-132

PARKING IMPROVEMENTS

NAVAL STATION ° NORFOLK, VIRGINIA

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND ~ MID-ATLANTIC

PUBLIC WORKS DEPARTMENT NORFOLK

FACILITIES ENGINEERING AND ACQUISITION DIVISION

VICINITY MAP SYMBOLS LEGEND GENERAL NOTES

ABBREVIATIONSLOCATION MAP

B2 DETAIL OR SECTION TITLE

LIST OF SHEETS

SHEET NO. SHEET DESIGNATION NAVFAC DWG. NO. SHEET TITLE

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

A

B

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

DES

DRW

SYM

DESCRIPTION

DATE

APPR

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

MIDLANT PWD NORFOLK

NAVSTA NORFOLK, VA

NAVAL STATION NORFOLK, VA

NORFOLK, VA

PETER KLAUS , MSC

3/24/23

C. E. VIDRINE

S. M. SWEENEY, P.E.

N/A

1688359

COVER SHEET

CEV

JDB

AS NOTED

12872207

WHW

BRANCH

SOUTHERN

SHIPYARD

U.S. NAVAL

PORTSMOUTH

NAVY DEPOT

CRANEY ISLAND

ELIZABETH RIVER

SEWELLS POINT

WESTERN

NORFOLK

EASTERN

CHESAPEAKE BAY

CHESAPEAKE

BAY

WILLOUGHBY

U.S. NAVAL

AIR STATION

ST. JULIEN'S CREEK

U.S. NAVAL ANNEX

NANSEMOND RIVER

DISPOSAL AREA

U.S. ARMY CRANEY ISLAND

U.S. NAVAL STATION

VA BEACH

LITTLE CREEK U.S. NAVAL AMPHIBIOUS BASE

PROJECT SITE

DETAIL, SECTION, OR ELEVATION NUMBER. NUMBER REFERENCES GRID PLACEMENT ON SHEET WHICH DETAIL IS DRAWN.

SHEET ON WHICH DETAIL, SECTION, OR ELEVATION IS DRAWN

CARET SYMBOLIZES A PHOTOGRAPH OR INTERIOR ELEVATION.

SHADED ARROW SIGNIFIES A SECTION CUT OR EXTERIOR ELEVATION.

OCEANA NAVAL AIR STATION

MFR MANUFACTURER MANUFACTURER MPH MILES PER HOUR MILES PER HOUR OC ON CENTER ON CENTER PSF POUNDS PER SQ FT POUNDS PER SQ FT PSI POUNDS PER SQ IN POUNDS PER SQ IN REINF REINFORCING,-MENT REINFORCING,-MENT REQ'D REQUIRED REQUIRED SCHED SCHEDULE SCHEDULE SHT SHEET SHEET SPEC SPECIFICATION SPECIFICATION SQ SQUARE SQUARE T&B TOP & BOTTOM TOP & BOTTOM TYP TYPICAL TYPICAL VERT VERTICAL VERTICAL UON UNLESS OTHERWISE UNLESS OTHERWISE NOTED VDOT VIRGINIA DEPT OF VIRGINIA DEPT OF TRANSPORTATION W/ WITH WITH W/O WITHOUTWITHOUT

ALUM ALUMINUM ALUMINUM B/W BETWEEN BETWEEN CL CENTERLINE CENTERLINE CMU CONC MASONRY UNIT CONC MASONRY UNIT CONC CONCRETE CONCRETE DEPT DEPARTMENT DEPARTMENT or DIA DIAMETER DIM DIMENSION DIMENSION DWGS DRAWINGS DRAWINGS ELEV ELEVATION ELEVATION EXIST EXISTING EXISTING FED FEDERAL FEDERAL GALV GALVANIZED GALVANIZED KIP 1000 POUNDS 1000 POUNDS KSI KIPS PER SQ INCH KIPS PER SQ INCH KTR CONTRACTOR CONTRACTOR LB POUNDS POUNDS LONG LONGITUDINAL LONGITUDINAL MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM

NAVAL SUPPORT

SHEET(S) ON WHICH DETAIL, SECTION, ELEVATION, OR PHOTOGRAPH IS CALLED OUT [INCLUDE FIRST & ATYPICAL LOCATIONS]

B2

X/X" = 1'-0"

G-001, A-00#

I-564

BUNKER HILL PKWY

ADM TAUSSIG BLVD

MARYLAND AVE

SITE LOCATION

I-564

CV TOW WAY DR

HAMPTON BLVD

BAINBRIDGE AVE

NORTH

MALL DR

VIRGINIA AVE

1. NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION DEVICES ARE IN-PLACE. SOIL EROSION DEVICES SHALL INCLUDE, BUT NOT BE LIMITED TO SILT FENCE, INLET PROTECTION AND TREE PROTECTION. 2. WHERE EXISTING STRUCTURES TO REMAIN ARE DAMAGED DUE TO WHERE EXISTING STRUCTURES TO REMAIN ARE DAMAGED DUE TO NEW CONSTRUCTION OR DEMOLITION REQUIRED BY THESE DOCUMENTS, THE CONTRACTOR SHALL REPAIR THE DAMAGED ITEM(S) WITH NEW MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE, AND COLOR. 3. FIELD VERIFY EXISTING DIMENSIONS GIVEN, PRIOR TO ORDERING FIELD VERIFY EXISTING DIMENSIONS GIVEN, PRIOR TO ORDERING MATERIALS OR BEGINNING DEMOLITION. 4. ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED SHALL ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM GOVERNMENT PROPERTY, UNLESS OTHERWISE SPECIFIED. DISPOSITION OF THE ITEMS/MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL ADHERE TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. 5. THE CONTRACTOR SHALL OBSERVE AND MAINTAIN BUILDING AND THE CONTRACTOR SHALL OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY REQUIREMENTS AS DIRECTED BY THE CONTRACTING OFFICER. 6. THE GENERAL SCOPE OF WORK INCLUDES MILLING & THE GENERAL SCOPE OF WORK INCLUDES MILLING & RESURFACING OF EXISTING BITUMINOUS PAVEMENT, CONSTRUCTION OF A NEW ACCESS ROAD AND LEFT TURN LANE ON MARYLAND AVENUE. REBUILDING EXISTING PARKING LOTS WITH PEDESTRIAN WALKWAYS TO BUILDING X-132. INSTALLATION OF A PEDESTRIAN HYBRID TRAFFIC SIGNAL AND OTHER RELATED WORK. 7. NEW WORK WILL BE ACCOMPLISHED IN AND AROUND AREAS NEW WORK WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN OPERATIONAL. ACCORDINGLY, MEASURES SHALL BE TAKEN TO AVOID INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE. 8. THE NORMAL OPERATIONS OF ALL GATES ARE MON - FRI THE NORMAL OPERATIONS OF ALL GATES ARE MON - FRI 0500-0800 AND 1400-1800. NO LANE CLOSURES DURING THESE TIMES.

MASSEY HUGHES DR

DECATUR AVE

DILLINGHAM BLVD

GILBERT ST

GATE 2

GATE 3A

GENERAL

12872207

COVER SHEET

G-002

12872208

SHEET LIST, KEY PLAN & GENERAL NOTES

GC101

12872209

SEQUENCE OF CONSTRUCTION PLAN

GC102

12872210

MAINTENACNE OF TRAFFIC NOTES & TABLES

CG103

12872211

MAINTENANCE OF TRAFFIC TYPICALS

GEOTECHNICAL

B-001

12872212

SUBSURFACE EXPLORATION PLAN AND NOTES

B-002

12872213

B-003

12872214

SUBSURFACE EXPLORATION LEGEND

B-101

12872215

SUBSURFACE EXPLORATION RECORDS

B-102

12872216

B-103

12872217

B-104

12872218

B-105

12872219

CIVIL

C-001

12872220

CIVIL NOTES, ABBREVIATIONS & SYMBOLS

C-002

12872221

STORM WATER STRUCTURE DATA

CD101

12872222

EXISTING CONDITIONS & CIVIL DEMOLITION PLAN - STA 0+21 TO 10+00

CD102

12872223

EXISTING CONDITIONS & CIVIL DEMOLITION PLAN- STA 11+00 TO 51+00

CD103

12872224

EXISTING CONDTIONS & CIVIL DEMOLTION PLAN - STA 16+00 TO 20+68

CD104

12872225

EXISTING CONDTIONS & CIVIL DEMOLITION PLAN - STA 27+50 TO 30+00

CD105

12872226

EXISTING CONDTIONS & CIVIL DEMOLITION PLAN - WEST LOT

CD106

12872227

EXISTING CONDTIONS & CIVIL DEMOLITION PLAN - NORTH LOT

CD107

12872228

EXISTING CONDTIONS & CIVIL DEMOLITION PLAN - EAST LOT

CS101

12872229

CIVIL SITE PLAN - STA 0+21 TO 10+00

CS102

12872230

CIVILSITE PLAN- STA 11+00 TO 51+00

CS103

12872231

CIVIL SITE PLAN - STA 16+00 TO 20+68

CS104

12872232

CIVIL PAVING PLAN - STA 27+50 TO 30+00

CS105

12872233

CIVIL SITE PLAN - WEST LOT

CS106

12872234

CIVIL SITE PLAN - NORTH LOT

CS107

12872235

CIVIL SITE PLAN - EAST LOT

CG101

12872236

CIVIL GRADING PLAN - STA 0+00 TO 5+00

CG102

12872237

CIVIL GRADING PLAN - STA 11+00 TO 51+00

12872238

CIVIL GRADING PLAN -STA 16+00 TO 20+00

CG104

12872239

CIVIL GRADING PLAN - STA 27+00 TO 30+00

CG105

12872240

CIVIL GRADING PLAN - WEST LOT

B AVE

GATE 5

SECOND ST

DECATUR AVE

CX101

CX102

C-103

CX103CX104

CX105

CX107

CX106

BUILDING X-132 PARKING IMPROVEMENTS - CIVIL KEY PLAN

G-002

CX101

CX102

LIST OF SHEETS (CON'T)

SHEET NO. SHEET DESIGNATION NAVFAC DWG. NO. SHEET TITLE

SCALE: 1" =50'-0"

SHEET LIST, KEY PLAN & GENERAL NOTES

12872208

X-132

X-380

X-275

A-80

A-81

X-136

X-134

X-137

X-218

W-127

X-374

Q-83

Q-88

TYP MATCHLLINE

105TH ST

ADM MASSEY HUGHES DR

ADM MASSEY HUGHES DR

CG106

12872241

CIVIL GRADING PLAN - NORTH LOT

CG107

12872242

CIVIL GRADING PLAN - EAST LOT

CP101

12872243

CIVIL PAVING PLAN - STA 0+21 TO 10+00

CP102

12872244

CIVIL PAVING PLAN - STA 11+00 TO 51+00

CP103

12872245

CIVIL PAVING PLAN - STA 16+00 TO 20+68

CP104

12872246

CIVIL PAVING PLAN - STA 27+50 TO 30+00

CP105

12872247

CIVIL PAVING PLAN- WEST LOT

CP106

12872248

CIVIL PAVING PLAN - NORTH LOT

CP107

12872249

CIVIL PAVING PLAN - EAST LOT

CT101

12872250

CIVIL TRANSPORTATION PLAN- STA 0+00 TO 5+00

CT102

12872251

CIVIL TRANSPORTATION PLAN - STA 11+00 TO 51+00

CT103

12872252

CIVIL TRANSPORTATION PLAN - STA 16+00 TO 20+68

CT104

12872253

CIVIL TRANSPORTATION PLAN - STA 27+50 TO 30+00

CT105

12872254

CIVIL TRANSPORTATION PLAN - WEST LOT

CT106

12872255

CIVIL TRANSPORTATION PLAN - NORTH LOT

CT107

12872256

CIVIL TRANSPORTATION PLAN - EAST LOT

C-401

12872257

INTERIOR ISLAND PARTIAL PLAN VIEWS

C-402

12872258

PARTIAL PLAN VIEW - PEDESTRIAN SIGNAL PLAN

C-501

12872259

CIVIL DETAILS

C-502

12872260

PAVEMENT MARKING DETAILS

C-503

12872261

TRAFFIC CONTROL SIGN DETAILS

C-504

12872262

ACCESSIBLE CURB RAMP DETAILS

C-505

12872263

ORNAMENTAL FENCE & GATE DETAILS

C-506

12872264

STORM WATER DETAILS

C-507

12872265

PARKING & PEDESTRIAN SIGNS

C-508

12872266

EROSION & SEDIMENTATION CONTROL NOTES

C-509

12872267

EROSION AND SEDIMENT CONTROL DETAILS

C-601

12872268

LINE & CURVE TABLE (%<\_ObjId 1>%)

C-602

12872269

LINE & CURVE TABLES ( 2 OF 3)

C-603

12872270

LINE & CURVE TABLES (3 OF 3)

LANDSCAPE

LP001

12872271

LANDSCAPE OVERALL PLAN

LP101

12872272

LANDSCAPE PLANTING PLAN

LP102

12872273

LP103

12872274

LP104

12872275

LP105

12872276

LANDSCAPE PLANTING PLAN - EAST LOT

LP106

12872277

LANDSCAPE PLANTING PLAN - NORTH LOT

LP501

12872278

PLANT MATERIALS SCHEDULE, DETAILS, AND NOTES

LP502

12872279

LANDSCAPE CONSTRUCTION DETAILS

LP503

12872280

LANDSCAPE CONSTRUCTION DETAILS

ELECTRICAL

E-001

12878561

ELECTRICAL SYMBOLS, ABBREVIATIONS, AND NOTES

ES101

12878562

PARTIAL ELECTRICAL SITE PLAN - DEMOLITION

ES102

12878563

ES103

12878564

ES104

12878565

ES105

12878566

PARTIAL ELECTRICAL SITE PLAN - NEW WORK

ES106

12878567

ES107

12878568

ES108

12878569

ES109

12878570

ES110

12878571

ES111

12878572

PARTIAL ELECTRICAL SITE PLAN

E-501

12878573

ELECTRICAL DETAILS

E-502

12878574

ELECTRICAL DETAILS

GC101

GENERAL SHEET NOTES

LEGEND

GRAPHIC SCALE

PHASE 1 KEYNOTES

SEQUENCE OF CONSTRUCTION

PHASE 2 KEYNOTES

PHASE 3 KEYNOTES

Y

H

XFR

SW

WV

R1-1

T

GEN

B-10

B-9

B-8

B-7

B-4

B-6

B-3

B-2

B-1

B-5

PC-3

PC-2

PC-1

12872209

1"=100'-0"

200'

0'

1"=100'

100'

1. PROVIDE ALL EROSION AND SEDIMENT CONTROL MEASURES AND TREE PROVIDE ALL EROSION AND SEDIMENT CONTROL MEASURES AND TREE PROTECTION AS SHOWN ON CIVIL DEMOLITION SHEETS, PRIOR TO ANY DEMOLITION WORK. 2. PROVIDE LEFT TURN LANE ON MARYLAND AVE. PROVIDE LEFT TURN LANE ON MARYLAND AVE. 3. PROVIDE EXTENSION OF 105TH ST TO MARYLAND AVE. PROVIDE EXTENSION OF 105TH ST TO MARYLAND AVE. 4. RE-PAVE AND EXPAND EXISTING PARKING LOT. RE-PAVE AND EXPAND EXISTING PARKING LOT. 5. PROVIDE PEDESTRIAN HYBRID TRAFFIC SIGNAL, SIGNS AND PAVEMENT PROVIDE PEDESTRIAN HYBRID TRAFFIC SIGNAL, SIGNS AND PAVEMENT MARKINGS.

6. PROVIDE NEW PLANTING ISLANDS. PROVIDE NEW PLANTING ISLANDS. 7. FULL-DEPTH REPAIR OF BITUMINOUS CONCRETE PAVEMENT FULL-DEPTH REPAIR OF BITUMINOUS CONCRETE PAVEMENT 8. PROVIDE FENCE AND GATES. PROVIDE FENCE AND GATES. 9. MILL AND OVERLAY EXISTING PARKING LOT. MILL AND OVERLAY EXISTING PARKING LOT. 10. PROVIDE SIGNS & PAVEMENT MARKINGS FOR PARKING LOT.PROVIDE SIGNS & PAVEMENT MARKINGS FOR PARKING LOT.

1. CONSTRUCTION SHALL FOLLOW A LOGICAL AND SAFE PROGRESSION OF THE INSTALLATION AND OPERATION FOR MOTORISTS AND PEDESTRIAN CONSTRUCTION SHALL FOLLOW A LOGICAL AND SAFE PROGRESSION OF THE INSTALLATION AND OPERATION FOR MOTORISTS AND PEDESTRIAN MOVEMENTS. ADJUST MAINTENANCE OF TRAFFIC PLANS AS NECESSARY TO PROTECT THE PUBLIC AS WORK PRGRESSES. 2. REFER TO SHEET GC102 & CG103 FOR MINIMUM TRAFFIC CONTROL REQUIREMENTS. REFER TO SHEET GC102 & CG103 FOR MINIMUM TRAFFIC CONTROL REQUIREMENTS. 3. SUBMIT MAINTENANCE OF TRAFFIC PLANS TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING THE WORK. SUBMIT MAINTENANCE OF TRAFFIC PLANS TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING THE WORK. 4. REMOVE ALL CONFLICTING TRAFFIC CONTROL DEVICES FROM PREVIOUS PHASES AS NEEDED. REMOVE ALL CONFLICTING TRAFFIC CONTROL DEVICES FROM PREVIOUS PHASES AS NEEDED. 5. THE SCOPE OF WORK SHOWN ON THIS SHEET IS A BRIEF SUMMARY OF WORK REQUIRED AND IS NOT ALL ENCOMPASSING. THIS SHEET IS FOR THE SCOPE OF WORK SHOWN ON THIS SHEET IS A BRIEF SUMMARY OF WORK REQUIRED AND IS NOT ALL ENCOMPASSING. THIS SHEET IS FOR PHASING PURPOSES ONLY. REFER TO THE OTHER PLAN SHEETS FOR ADDITIONAL SCOPE OF WORK. 6. PROVIDE ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS ASSOCIATED WITH EACH PHASE. DO NOT START ON ANOTHER PHASE UNLESS APPROVED PROVIDE ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS ASSOCIATED WITH EACH PHASE. DO NOT START ON ANOTHER PHASE UNLESS APPROVED BY CONTRACTING OFFICER BEFORE COMPLETING ALL WORK IN PHASE. 7. AT THE COMPLETION OF THE PHASE IT IS EXPECTED TO BE OPENED FOR TRAFFIC OR PARKING AFTER THE SUBSEQUENT PHASE IS STARTED. AT THE COMPLETION OF THE PHASE IT IS EXPECTED TO BE OPENED FOR TRAFFIC OR PARKING AFTER THE SUBSEQUENT PHASE IS STARTED.

1. PHASE 1 - PROVIDE ALL EROSION AND SEDIMENT CONTROL AS REQUIRED ON CIVIL DEMOLITION SHEETS CD101 - CD107. DEMOLISH CURB AND PHASE 1 - PROVIDE ALL EROSION AND SEDIMENT CONTROL AS REQUIRED ON CIVIL DEMOLITION SHEETS CD101 - CD107. DEMOLISH CURB AND MEDIAN ON MARYLAND AVE AND GRADE FOR EXTENSION OF 105TH ST AND NEW ACCESS ROAD. CONSTRUCT ALL SITE PLAN IMPROVEMENTS WITHIN THE BOUNDARY SHOWN ON THE PLANS AND ASSOCIATED WITH THE NEW LEFT TURN LANE, EXTENSION OF 105TH ST, AND ACCESS ROAD. RE-BUILD PARKING LOT BETWEEN BUILDINGS X-275 AND X-380 AS SHOWN. INSTALL PEDESTRIAN HYBRID TRAFFIC SIGNAL AND CROSSWALK ON BUNKERHILL PARKWAY. 2. PHASE 2 - CLOSE WEST AND NORTH PARKING LOT FROM ALL PARKING. SAWCUT PAVEMENT AND CONSTRUCT ALL SITE PLAN IMPROVEMENTS PHASE 2 - CLOSE WEST AND NORTH PARKING LOT FROM ALL PARKING. SAWCUT PAVEMENT AND CONSTRUCT ALL SITE PLAN IMPROVEMENTS CONSTRUCTION ALL PARKING ISLANDS WITHIN BOUNDARY FOR PHASE 2. REPAIR FULL DEPTH PAVEMENT AS SHOWN ON PLANS. MILL AND OVERLAY NEW SURFACE WITHIN BOUNDARY AND COMPLETE ALL SITE WORK REQUIRED. 3. PHASE 3 - REMOVE ALL EXISTING PARKING LOT ISLANDS WITHIN THE EAST PARKING LOT. GRADE AND RE-BUILD PAVEMENT TO NEW GRADES. PHASE 3 - REMOVE ALL EXISTING PARKING LOT ISLANDS WITHIN THE EAST PARKING LOT. GRADE AND RE-BUILD PAVEMENT TO NEW GRADES. COMPLETE ALL SITE PLAN IMPROVEMENTS AS SHOWN ON THE PLANS WITHIN THE EAST LOT AND ANY OTHER INCOMPLETE ITEMS. PROVIDE SIDEWALK AT BUILDING X-132.

11. PROVIDE NEW PLANTING ISLANDS. PROVIDE NEW PLANTING ISLANDS. 12. FULL-DEPTH REPAIR OF BITUMINOUS CONCRETE PAVEMENT. FULL-DEPTH REPAIR OF BITUMINOUS CONCRETE PAVEMENT. 13. PROVIDE SIGNS & PAVEMENT MARKINGS. PROVIDE SIGNS & PAVEMENT MARKINGS. 14. PROVIDE SIDEWALK AREA AND PLANTINGS.PROVIDE SIDEWALK AREA AND PLANTINGS.

BOUNDARY LINE PHASE # PHASE # 1 2 3

LIMITS OF LAND DISTURBANCE

CONSTRUCTION PHASE BOUNDARY LINE

BLDG X-132

BLDG X-134

BLDG X-136

BLDG X-137

BLDG W-127

BLDG W-218

BLDG X-380

BLDG X-275

BLDG X-374

BLDG X-374

BLDG A-80

BLDG A-81

105TH ST

BLDG Q-83

STOCK PILE AREA - PHASES 1 & 2

STOCK PILE AREA - PHASE 3

GC102

TEMPORARY TRAFFIC CONTROL NOTES

TEMPORARY TRAFFIC CONTROL SYMBOLS

FORMULAS FOR DETERMINING TAPER LENGTHS TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES

TABLE 6H-3 DISTANCES BETWEEN SIGNS REQUIREMENTSTABLE 6H-4 TAPER LENGTHS & FORMULAS

FIGURE 6C-1 -TYPICAL TRAFFIC WORK ZONE DIAGRAMFIGURE 6C-2 -TYPICAL TAPERS & BUFFER ZONE DIAGRAM

CHANNELIZING DEVICE SPACING TABLE

MAINTENACNE OF TRAFFIC NOTES & TABLES

12872210

1. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS. THE FIGURES AND TABLES ON THIS SHEET AND REFERENCED ON SHEET GC103 ARE FROM THE LATEST VERSION OF THE MUTCD. 2. ALL SIGN LEGENDS, BORDERS AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD. ALL SIGN LEGENDS, BORDERS AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD. 3. ALL TEMPORARY CONSTRUCTION SIGNING AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE ALL TEMPORARY CONSTRUCTION SIGNING AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF ANY WORK. 4. ALL TEMPORARY CONSTRUCTION SIGNING, BARRICADES AND OTHER NECESSARY WORK ZONE TRAFFIC CONTROL DEVICES ALL TEMPORARY CONSTRUCTION SIGNING, BARRICADES AND OTHER NECESSARY WORK ZONE TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY OR COVERED WHEN THEY ARE NOT REQUIRED FOR CONTROL OF TRAFFIC. 5. THE TRAFFIC CONTROL REQUIREMENTS SHOWN ON THESE PLANS ARE MINIMUM REQUIREMENTS ONLY AND DO NOT THE TRAFFIC CONTROL REQUIREMENTS SHOWN ON THESE PLANS ARE MINIMUM REQUIREMENTS ONLY AND DO NOT ATTEMPT TO ADDRESS IN DEPTH THE VARIETY OF SITUATIONS THAT MAY OCCUR ONCE CONSTRUCTION HAS STARTED. IN NO WAY DO THE REQUIREMENTS SHOWN ON THESE PLANS RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR SELECTING THE PROPER TRAFFIC CONTROL DEVICES AND IMPLEMENTATION PROCEDURES THAT WILL ASSURE THE SAFETY OF MOTORISTS, PEDESTRIANS, AND WORKERS AT ALL TIMES. ANY ADDITIONAL QUANTITIES OF TRAFFIC CONTROL DEVICES TO COMPLETE THE CONTRACT OR DEEMED NECESSARY BY THE CONTRACTING OFFICER SHALL BE PAID BY THE CONTRACTOR AT NO ADDITIONAL COSTS. 6. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, AND REFLECTOR PLASTIC DRUMS WITH LIGHTING SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, AND REFLECTOR PLASTIC DRUMS WITH LIGHTING DEVICES MOUNTED ON THEM, MUST PASS THE CRITERIA SET FORTH IN NCHRP REPORT 350, "RECOMMENDED PROCEDURES FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES." 7. THE ADVISORY SPEED LIMIT, IF REQUIRED, SHALL BE DETERMINED BY THE CONTRACTING OFFICER. THE ADVISORY SPEED LIMIT, IF REQUIRED, SHALL BE DETERMINED BY THE CONTRACTING OFFICER. 8. DISTANCES ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THE CONTRACTING OFFICER AS NEEDED. DISTANCES ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THE CONTRACTING OFFICER AS NEEDED. 9. MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL IN FEET TO THE SPEED LIMIT IN MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH. 10. MINIMUM LANE WIDTH IS TO BE 11 FEET UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TO BE MEASURED FROM MINIMUM LANE WIDTH IS TO BE 11 FEET UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TO BE MEASURED FROM THE EDGE OF DRUMS OR MEDIAN BARRIER. 11. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.

L = TAPER LENGTH IN FEET W = WIDTH OF OFFSET IN FEET S = POSTED SPEED LIMIT, OR OFF-PEAK 85TH-PERCENTILE SPEED

40 MPH OR LESS

SPEED LIMIT (S) MPH

TAPER LENGTH (L) FT

45 MPH OR MORE

L=

L=

WS

WS

WHERE:

MERGING TAPER

TYPE OF TAPER

TAPER LENGTH (L)*

SHIFTING TAPER

SHOULDER TAPER

ONE-LANE, TWO-WAY TRAFFIC TAPER

DOWNSTREAM TAPER

AT LEAST L

AT LEAST 0.5L

AT LEAST 0.33L

100 FT (30 m) MAXIMUM

100 FT (30 m) PER LANE

NOT TO SCALE

ROAD TYPE

RESIDENTIAL AND COLLECTOR

(30 MPH AND UNDER)

URBAN ARTERIALS

(35 MPH TO 45 MPH)

URBAN ARTERIALS

(50 MPH AND OVER)

RURAL ROADS

(40 MPH AND OVER)

DISTANCE BETWEEN SIGNS**

350'

500'

BUFFER SPACE FOR WORKERS (NO PARKING)

WORK ZONE AREA (ACTUAL CONSTRUCTION ACTIVITIES)

DOWNSTREAM BUFFER ZONE

TERMINATION AREA

HORIZONTAL BUFFER FROM TRAVEL LANE

MERGING TAPER

LONGITUAL BUFFER ZONE

S = POSTED SPEED LIMIT W = WIDTH OF OFFSET L = MERGING TAPERW = WIDTH OF OFFSET L = MERGING TAPERL = MERGING TAPER

HORIZONTAL BUFFER MIN 6'

BUFFER SPACE LENGTH

POSTED SPEED (MPH)

DISTANCE (FT)

115 - 125

155 - 165

200 - 210

250 - 260

305 - 325

360 - 380

425 - 445

TAPER LENGTH (FT)

POSTED SPEED LIMIT (S) IN MPH

WIDTH OF OFFSET (W) IN FT

25 AND BELOW

DRUM OR TRAFFIC CONE DIRECTION OF TRAFFIC (TRAFFIC LANE) WARNING FLAG FLASHING ARROW PANEL (ARROW DIRECTION) FLASHING ARROW PANEL (PLAN VIEW) PAVEMENT (TRAVEL LANE) REMOVE PAVEMENT MARKINGS

SHOULDER TRAFFIC SIGN TYPE III BARRICADE WORK VEHICLE WORK ZONE

CHANNELIZING DEVICE SPACING

WORK ZONE LOCATION

POST SPEED LIMIT

SPACING

IN TRANSITION AND CURVES

35 MPH OR LESS

20'

PARALLEL TO THE TRAVELWAY

40'

SPOT CONSTRUCTION ACESS

80'

IN TRANSITION & CURVES

GREATER THAN 35 MPH

40'

PARALLEL TO THE TRAVELWAY

SPOT CONSTRUCTION ACCESS

120'

Xref P:\VA\NavalStationNorfolk\Sitework\SiteImprovements\Traffic\2015_1391818_CEP200 PEDESTRIAN HYBRID SIGNAL\B_Design\Drawings\Model\05_Civil\1391818-BRDR-SHT.dwg

THE COLUMN HEADINGS A, B, & C ARE THE DIMENSIONS BETWEEN SIGNS SHOWN ON THE TYPICAL (TYP) TRAFFIC CONTROL PLANS ON SHEET CG103. THE "A" DIMENSION = THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN (A). "B" DIMENSION = DISTANCE BETWEEN THE FIRST SIGN (A) AND SECOND SIGN, (B). THE "C" DIMENSION = DISTANCE BETWEEN THE SECOND SIGN (B) AND THE FURTHEST SIGN (C).

TYPICAL SHOULDER WITH MINOR ENCHROACHMENT

TYPICAL LANE CLOSURE ( UN-DIVIDED HWY)

TYPICAL LANE CLOSURE ( DIVIDED HWY)TYPICAL LANE CLOSURE ( DIVIDED HWY)

MAINTENANCE OF TRAFFIC NOTES

END

ROAD WORK

RIGHT

SHOULDER

CLOSED

AHEAD

ROAD

WORK

LEFT LANE

MERGE

LANE ENDS

LEFT

RIGHT LANE

OR

ZONE

RIGHT LANE

KEEP

KEEP

LEFT LANE

MAINTENANCE OF TRAFFIC TYPICALS

12872211

ILLUMINATED FLASHING AMBER BOARD (CAUTION MODE).

TYP TRAFFIC CONE

EDGE OF SHOULDER OR PAVEMENT.

NO SCALE

W21-5b

W20-1/W21-5

G20-2

W21-5a

REFER TO TABLES 6H-3 AND 6H-4 ON SHEET GC102 FOR MEANING OF THE SYMBOLS AND/OR LETTER CODES USED IN THESE FIGURES.

REFER TO TABLES 6H-3 AND 6H-4 ON SHEET GC102 FOR MEANING OF THE SYMBOLS AND/OR LETTER CODES USED IN THESE FIGURES.

REFER TO TABLES 6H-3 AND 6H-4 ON SHEET GC102 FOR MEANING OF THE SYMBOLS AND/OR LETTER CODES USED IN THESE FIGURES.

REFER TO TABLES 6H-3 AND 6H-4 ON SHEET GC102 FOR MEANING OF THE SYMBOLS AND/OR LETTER CODES USED IN THESE FIGURES.

M4-9a

M4-9a

M4-9

NOTE: M4-9 SIGNS TO INCLUDE STREET NAME SIGNS

R3-1

R3-2

M4-10

R11-2

R11-2

R11-4

M4-10

W20-3

W20-2

W20-2

W20-3

W20-1

W21-5b

W20-5L

W20-5R

W9-2R

W9-2L

W4-2L

W4-2R

W20-1L

W20-5R

W9-2L

W4-2R

W9-2R

W4-2L

R4-V7R

R4-V7L

1. THE TRAFFIC CONTROL DEVICES ILLUSTRATED IN THE PLANS ARE FOR THE TRAFFIC CONTROL DEVICES ILLUSTRATED IN THE PLANS ARE FOR GUIDANCE AND ESTIMATING PURPOSES ONLY. THEY DESCRIBE THE MINIMUM REQUIREMENTS ACTUAL FIELD CONDITIONS AND ENGINEERING JUDGMENT SHOULD DICTATE THE MOST APPROPRIATE TRAFFIC CONTROL DEVICES TO BE USED. ANY VARIATION IN THE PLANS MUST BE DOCUMENTED BY WRITTEN AGREEMENT BETWEEN THE CONTRACTING OFFICIER AND THE CONTRACTOR. 2. WORK ZONE SIGNS MUST BE USED AS REQUIRED BY THE PLANS, OR WORK ZONE SIGNS MUST BE USED AS REQUIRED BY THE PLANS, OR AS DIRECTED BY THE CONTRACTING OFFICIER TO REGULATE, WARN, AND GUIDE TRAFFIC. ALL SIGN USAGE AND ERECTION MUST BE IN STRICT ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE VIRGINIA WORK AREA PROTECTION MANUAL. 3. ALL SIGN SUPPORTS MUST BE INDEPENDENTLY TESTED AND CERTIFIED ALL SIGN SUPPORTS MUST BE INDEPENDENTLY TESTED AND CERTIFIED TO MEET THE CRASH-WORTHY REQUIREMENTS OF NCHRP-350. NO TRIPOD STANDS WILL BE PERMITTED. 4. WHEN SIGN MESSAGES ARE CONFUSING OR NO LONGER APPLY, THE WHEN SIGN MESSAGES ARE CONFUSING OR NO LONGER APPLY, THE SIGNS MUST BE REMOVED, OR COMPLETELY COVERED. WHEN SIGNS ARE COVERED THE MATERIAL USED MUST BE OPAQUE, SUCH AS HEAVY MIL BLACK PLASTIC. SIGNS MUST BE REMOVED UPON COMPLETION OF THE PROJECT. 5. DUCT TAPE OR OTHER ADHESIVE MATERIAL MUST NOT BE AFFIXED TO DUCT TAPE OR OTHER ADHESIVE MATERIAL MUST NOT BE AFFIXED TO THE SIGN FACE. 6. WORK DURATION TERMINOLOGY - WORK DURATION TERMINOLOGY - LONG-TERM STATIONARY = OCCUPIES A LOCATION OF 3 OR MORE DAYS. INTERMEDIATE STATIONARY = OCCUPIES A LOCATION FROM OVERNIGHT INTERMEDIATE STATIONARY = OCCUPIES A LOCATION FROM OVERNIGHT TO 3 DAYS. SHORT-TERM STATIONARY = WORK THAT OCCUPIES A LOCATION FROM SHORT-TERM STATIONARY = WORK THAT OCCUPIES A LOCATION FROM UP TO 12 HOURS. SHORT DURATION = OCCUPIES A LOCATION UP TO 1 HOUR. SHORT DURATION = OCCUPIES A LOCATION UP TO 1 HOUR. 7. THE BOTTOM OF LONG-TERM AND INTERMEDIATE STATIONARY SIGNS THE BOTTOM OF LONG-TERM AND INTERMEDIATE STATIONARY SIGNS MUST BE AT LEAST 7 FEET ABOVE THE PAVED SURFACE. 8. THE BOTTOM OF SHORT-TERM STATIONARY AND SHORT DURATION THE BOTTOM OF SHORT-TERM STATIONARY AND SHORT DURATION SIGNS MUST BE A MINIMUM OF 1 FOOT ABOVE THE PAVED SURFACE BUT NO MORE THAN 2 FEET ABOVE THE GROUND. SHORT-TERM AND SHORT DURATION SIGNS MUST ONLY BE USED DURING DAYLIGHT HOURS AND REMOVED AT THE END OF THE DAY OR PERIOD. 9. REGULATORY SIGNS OR LONG-TERM DURATIONS SIGN MUST BE RIGID REGULATORY SIGNS OR LONG-TERM DURATIONS SIGN MUST BE RIGID AND MEET ASTM TYPE VIII SIGN SHEETING. SHORT-TERM OR SHORT DURATION SIGNS MUST MEET ASTM TYPE VI. 10. THE ADVANCE WARNING FLASHING ARROW BOARD MUST BE USED FOR THE ADVANCE WARNING FLASHING ARROW BOARD MUST BE USED FOR ALL LANE CLOSURES ON MULT-LANE ROADWAYS, OR SLOW MOVING OPERATIONS IN THE TRAVELED WAY. ARROW BOARDS SHOULD NOT BE USED ON TWO-LANE ROADWAYS, DETOURS, DIVERSIONS OR WORK ON SHOULDERS, UNLESS THE CAUTION MODE IS USED. ALL OTHER NECESSARY TRAFFIC CONTROL DEVICES SHOULD BE USED IN CONJUNCTION WITH THE ADVANCE WARNING ARROW BOARD. 11 THE ARROW BOARD MUST BE CAPABLE OF MINIMUM OF 50 PERCENT THE ARROW BOARD MUST BE CAPABLE OF MINIMUM OF 50 PERCENT DIMMING FROM THE RATED LAMP VOLTAGE. THE FLASHING RATE OF THE LAMPS MUST NOT BE LESS THAN 25 TIMES PER MINUTE NOR MORE THAN 40 FLASHES PER MINUTE. THE ARROW BOARD MUST BE MOUNTED ON A VEHICLE, TRAILER, OR OTHER APPROVED SUPPORT. 12. THE SEQUENTIAL CHEVRON MAY BE USED IN THE PLACE OF THE THE SEQUENTIAL CHEVRON MAY BE USED IN THE PLACE OF THE FLASHING ARROW IN DAYLIGHT HOURS ONLY. THE SEQUENTIAL ARROW MUST NOT BE USED AT ANY TIME. 13. TYPICAL TRAFFIC CONES MUST BE A MINIMUM OF 36 INCHES IN TYPICAL TRAFFIC CONES MUST BE A MINIMUM OF 36 INCHES IN HEIGHT AND ORANGE MUST BE THE PREDOMINANT COLOR OF CONES. 14. CONES MUST HAVE REFLECTOR MATERIAL AND BE SMOOTH, SEALED CONES MUST HAVE REFLECTOR MATERIAL AND BE SMOOTH, SEALED OUTER SURFACE WHICH WILL DISPLAY THE SAME APPROXIMATE COLOR DAY OR NIGHT. WHEN USED AT NIGHT, APPROPRIATE PERSONNEL MUST BE PRESENT AT ALL TIMES TO ENSURE CONES REMAIN IN THEIR PROPER LOCATION AND UPRIGHT POSITION. 15. THE REFLECTOR MATERIAL ON THE CONES MUST BE A MINIMUM THE REFLECTOR MATERIAL ON THE CONES MUST BE A MINIMUM STANDARD AS SHOWN IN DETAIL. THE SHEETING MUST BE DIAMOND GRADE OR BETTER.

IP

IP NA

B-001

BORING LOG NOTES

EXPLORATION LOCATION PLAN

ASPHALT

GRAVEL

GRASS

B-1

PC-1

PC-2

LAP

FAD

12872212

1"=50'

50'

SCALE: 1" = 50'-0"

MATCHLINE SHEET B-002

1. THE SOIL BORING RECORDS REPRESENT THE GEOTECHNICAL THE SOIL BORING RECORDS REPRESENT THE GEOTECHNICAL ENGINEER'S INTERPRETATION OF THE SUBSURFACE CONDITIONS ENCOUNTERED AT THE SPECIFIC BORING LOCATIONS AT THE TIME OF THE FIELD EXPLORATION BASED ON VISUAL EXAMINATION OF THE FIELD SAMPLES OBTAINED AND LABORATORY CLASSIFICATION TESTING ON SELECTED SAMPLES. 2. LINES DESIGNATING THE INTERFACE BETWEEN VARIOUS STRATA LINES DESIGNATING THE INTERFACE BETWEEN VARIOUS STRATA ON THE BORING AND TEST PIT RECORDS REPRESENT THE APPROXIMATE INTERFACE LOCATION. THE ACTUAL TRANSITION BETWEEN STRATA MAY BE MORE GRADUAL THAN INDICATED. THE BORING RECORDS MAY NOT NECESSARILY BE REPRESENTATIVE OF THE MATERIAL CHARACTER AND STRATA THICKNESS OVER THE ENTIRE CONSTRUCTION AREA. 3. WATER LEVELS SHOWN ON THE BORING RECORDS REPRESENT WATER LEVELS SHOWN ON THE BORING RECORDS REPRESENT THE CONDITIONS ENCOUNTERED AT THE TIME OF THE FIELD EXPLORATION AND DO NOT NECESSARILY REPRESENT GROUNDWATER LEVELS THAT WILL BE ENCOUNTERED DURING CONSTRUCTION. IT IS POSSIBLE THAT GROUNDWATER LEVELS WILL FLUCTUATE DUE TO SEASONAL VARIATIONS AND OTHER FACTORS. 4. TESTING LOCATIONS AND ELEVATIONS SHALL BE CONSIDERED TESTING LOCATIONS AND ELEVATIONS SHALL BE CONSIDERED APPROXIMATE. 5. BORINGS WERE ADVANCED USING AUGERING AND MUD ROTARY BORINGS WERE ADVANCED USING AUGERING AND MUD ROTARY DRILLING METHODS AS NOTED. 6. BORINGS AND TESTING PERFORMED BY GEOENVIRONMENTAL BORINGS AND TESTING PERFORMED BY GEOENVIRONMENTAL RESOURCES, INC. (GER) AND REPORTED IN GER'S GEOTECHNICAL DATA REPORT FOR NSN X-132 PARKING LOT & PEDESTRIA CROSSING DATED OCTOBER 13, 2022 ARE SHOWN. 7. REFER TO THE BORING LOG LEGEND ON SHEET B-003 FOR AN REFER TO THE BORING LOG LEGEND ON SHEET B-003 FOR AN EXPLANATION OF THE SYMBOLS USED ON GER BORING RECORDS.

BORING, TYP.

PAVEMENT CORE, TYP.

B-002

BORING LOG NOTES

EXPLORATION LOCATION PLAN

R1-1

CONCRETE

B-4

B-5

B-6

B-8

B-10

B-9

B-7

12872213

1"=50'

50'

SCALE: 1" = 50'-0"

MATCHLINE SHEET B-001

1. THE SOIL BORING RECORDS REPRESENT THE GEOTECHNICAL THE SOIL BORING RECORDS REPRESENT THE GEOTECHNICAL ENGINEER'S INTERPRETATION OF THE SUBSURFACE CONDITIONS ENCOUNTERED AT THE SPECIFIC BORING LOCATIONS AT THE TIME OF THE FIELD EXPLORATION BASED ON VISUAL EXAMINATION OF THE FIELD SAMPLES OBTAINED AND LABORATORY CLASSIFICATION TESTING ON SELECTED SAMPLES. 2. LINES DESIGNATING THE INTERFACE BETWEEN VARIOUS STRATA LINES DESIGNATING THE INTERFACE BETWEEN VARIOUS STRATA ON THE BORING AND TEST PIT RECORDS REPRESENT THE APPROXIMATE INTERFACE LOCATION. THE ACTUAL TRANSITION BETWEEN STRATA MAY BE MORE GRADUAL THAN INDICATED. THE BORING RECORDS MAY NOT NECESSARILY BE REPRESENTATIVE OF THE MATERIAL CHARACTER AND STRATA THICKNESS OVER THE ENTIRE CONSTRUCTION AREA. 3. WATER LEVELS SHOWN ON THE BORING RECORDS REPRESENT WATER LEVELS SHOWN ON THE BORING RECORDS REPRESENT THE CONDITIONS ENCOUNTERED AT THE TIME OF THE FIELD EXPLORATION AND DO NOT NECESSARILY REPRESENT GROUNDWATER LEVELS THAT WILL BE ENCOUNTERED DURING CONSTRUCTION. IT IS POSSIBLE THAT GROUNDWATER LEVELS WILL FLUCTUATE DUE TO SEASONAL VARIATIONS AND OTHER FACTORS. 4. TESTING LOCATIONS AND ELEVATIONS SHALL BE CONSIDERED TESTING LOCATIONS AND ELEVATIONS SHALL BE CONSIDERED APPROXIMATE. 5. BORINGS WERE ADVANCED USING AUGERING AND MUD ROTARY BORINGS WERE ADVANCED USING AUGERING AND MUD ROTARY DRILLING METHODS AS NOTED. 6. BORINGS AND TESTING PERFORMED BY GEOENVIRONMENTAL BORINGS AND TESTING PERFORMED BY GEOENVIRONMENTAL RESOURCES, INC. (GER) AND REPORTED IN GER'S GEOTECHNICAL DATA REPORT FOR NSN X-132 PARKING LOT & PEDESTRIA CROSSING DATED OCTOBER 13, 2022 ARE SHOWN. 7. REFER TO THE BORING LOG LEGEND ON SHEET B-003 FOR AN REFER TO THE BORING LOG LEGEND ON SHEET B-003 FOR AN EXPLANATION OF THE SYMBOLS USED ON GER BORING RECORDS.

BORING, TYP.

PAVEMENT CORE, TYP.

B-003

BORING LOG LEGEND

SUBSURFACE EXPLORATION LEGEND

12872214

B-101

12872215

2023-04-28T17:33:40-0400

2023-04-28T17:33:57-0400

2023-04-28T17:33:58-0400

2023-04-28T17:33:58-0400

2023-04-28T17:33:58-0400

2023-04-28T17:33:59-0400

2023-04-28T17:33:59-0400

2023-04-28T17:34:00-0400

2023-04-28T17:34:01-0400

2023-04-28T17:34:21-0400

2023-04-28T17:34:36-0400

2023-04-28T17:34:36-0400

2023-04-28T17:34:37-0400

2023-04-28T17:34:37-0400

2023-04-28T17:34:38-0400

2023-04-28T17:34:38-0400

2023-04-28T17:34:39-0400

2023-04-28T17:34:39-0400

B-102

12872216

B-103

12872217

B-104

12872218

B-105

12872219

C-001

SURVEY CONTROL POINTS

CIVIL ABBREVIATIONS CIVIL LEGENDGENERAL NOTES ALL SHEETS

CIVIL NOTES, ABBREVIATIONS & SYMBOLS

12872220

W

UE

UT

COMMUNICATION, TYP.

TREE / VEGETATION

SANITARY SEWER, TYP.

STORM SEWER, TYP.

SANITARY MANHOLE

DROP INLET

BUILDING

BITUMINOUS CONCRETE PAVEMENT

EXISTING

NEW

WATER, TYP.

TEMPORARY BENCH MARK (CONTROL POINTS)

VALVE

UNDERGROUND ELECTRICAL, TYP.

CURB

SPOT ELEVATION

12.56

CURB DROP INLET

CURB AND GUTTER

FIRE HYDRANT

STORM MANHOLE

UNDERGROUND TELEPHONE, TYP.

NATURAL GAS, TYP.

UTILITY POLE

UNDERGROUND STEAMLINE, TYP.

TELEPHONE PEDESTAL

OVERHEAD ELECTRICAL, TYP.

ELECTRIC MANHOLE

SEWER CLEANOUT

TELEPHONE MANHOLE

TBM XX

CHAIN LINK FENCE

GUY WIRE

SAN

STM

GAS

DITCH CENTERLINE, TYP.

SITE VEGETATION, TYP.

SD

LIGHT POLE

APPROX

AVE

CL

CONC

DIA

ELEV

EX

FG

MAX

MEG

MH

MIN

SS

SD

SF

TBM

TYP

APPROXIMATE

AVENUE

CENTER LINE

DROP INLET

DIAMETER

ELECTRICAL

ELEVATION

EXISTING

FINISHED GRADE

MAXIMUM

MATCH EXISTING GRADE

MANHOLE

MINIMUM

SANITARY SEWER

STORM DRAIN

SILT FENCE

TEMPORARY BENCH MARK

TYPICAL

WATER

WATER VALVE

HP

HIGH POINT

UG

UNDERGROUND

CURB INLET OR

TP

TREE PROTECTION

PC

POINT OF CONNECTION

PT

POINT OF TANGENCY

A/C

ASBESTOS CEMENT

BIT

BITUMINOUS

C/O

CLEAN OUT

W/

WITH

S/W

SIDEWALK

COMM

COMMUNICATION

MON

MONITORING WELL

FM

FORCE MAIN

NTS

TELEPHONE

FC

FACE OF CURB

EOP

EDGE OF PAVEMENT

BC

BOTTOM OF CURB

FF

FINISHED FLOOR

RAD

RADIUS

RD

ROOF DRAIN

SIGN

MISCALLENOUS SITE FEATURE / BOLLARD

AST

ABOVE GROUND STORAGE TANK

TRANSFORMER

ORN

ORNAMENTAL

AST

ABOVEGROUND STORAGE TANK

TRANSFORMER

(N.F.)

NOT FOUND

REQ'D

REQUIRED

CAST IRON

COMB.

COMBINATION

GAL

GALLON

BOC

BACK OF CURB

DS

DOWN SPOUT (STORMWATER)

FDC

FIRE DEPARTMENT CONNECTION

ABDN

ABANDON

AFFF

AQUEOUS FILM FORMING FOAM

OE

OVERHEAD ELECTRIC

SSCO

SANITARY SEWER CLEANOUT

CLF

SWM

STORM WATER MANAGEMENT

PED.

PEDESTRIAN

GENERATOR

ASPH

PVMT

PAVEMENT

OWWO

OILY-WASTE WASTE-OIL

HH

HAND HOLE

UST

UNDERGROUND STORAGE TANK

METER

UF

UNDERGROUND FUEL, TYP.

GEOTECH AUGER BORING

FIRE ALARM

MONITORING WELL

AC

ACRE

CF

CUBIC FEET

DEMOLITION

OP

OUTLET PROTECTION

EMERGENCY SPILLWAY

INV

INVERT

LP

INLET PROTECTION

LIGHT POLE

COND.

CONDUIT

EQ.

EQUAL

RCP

REINFORCED CONCRETE PIPE

STRC.

STRUCTURE

UNK

UNKNOWN

HYD

HYDRANT

PAVEMENT MARKINGS, TYP.

STD.

STANDARD

DCJ

DOWELED CONSTRUCTION JOINT

THICKENED-EDGE

REFERENCE TIES 1. IOWA POINT SIGN 2. EDGE OF PAVEMENT 3. SIDEWALK

= 6.