MS02_Attachment 1_Plans_889CM3005_Part1R.pdf

PDF 9 MB Posted Apr 6, 2022

Attached to: Y1JZ--Fort Lyon Construct New Restroom 889CM3005 (VA-22-00040090)
Solicitation number: 36C78622B0008
Issued by: Department of Veterans Affairs National Cemetery Administration

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for a construction project to build a new restroom at Fort Lyon National Cemetery in Colorado. The Department of Veterans Affairs National Cemetery Administration will award a firm fixed-price contract to demolish existing structures including sheds, a trailer, and restroom, and construct a new restroom and concrete slab. The contractor must coordinate utility connections and comply with erosion control requirements. The performance period is 180 calendar days. Bids are due by February 15, 2023 and the contract award date is estimated for March 15, 2023. The contractor must follow all safety protocols during burial ceremonies.

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Other files

File	Type	Posted
36C78622B0008 0002.docx	DOCX document	May 2, 2022
36C78622B0008 0001.docx	DOCX document	Apr 6, 2022
MS02_Attachment 2_01 45 00 Quality ControlR1.pdf	PDF	Apr 6, 2022
S02_Attachment 4_Specifications_889CM3005.pdf	PDF	Apr 6, 2022
S02_Attachment 1_SOW_889CM3005.pdf	PDF	Apr 6, 2022
S02_Attachment 2_Plans_889CM3005_Part1.pdf	PDF	Apr 6, 2022
S02_Attachment 5_IFB Contractor Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Apr 6, 2022
S02_Attachment 3_Plans_889CM3005_Part2.pdf	PDF	Apr 6, 2022
S02_Attachment 6_WD_CO20220001.pdf	PDF	Apr 6, 2022
36C78622B0008_2.docx	DOCX document	Apr 6, 2022

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DEPARTMENT OF

VETERANS AFFAIRS

BENT COUNTY

FORT LYON, COLORADO

NEW RESTROOM

PROJECT NUMBER: 889CM3005

BID DOCUMENTS

Know what's below.

before you dig.Call

FORT LYON NATIONAL CEMETERY

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 RPP ATN Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : G

:\P

\33

\10

\C -G

I-0

.D W

BID DOCUMENTS SUBMISSION

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

VICINITY MAP

SCALE 1" = 3,000'

SITE LOCATION MAP

SCALE 1" = 500'

FORT LYON NATIONAL

CEMETERY (PROJECT SITE)

John Martin Reservoir State Wildlife Area

FORT LYON NATIONAL

CEMETERY (PROJECT SITE)

DRAWING INDEX

1. GI001 COVER SHEET

CIVIL

2. GI002 CIVIL NOTES, SYMBOLS, AND ABBREVIATIONS

3. XP100 EXISTING CONDITIONS PLAN

4. CD101 DEMOLITION AND EROSION CONTROL PLAN

5. CS101 SITE AND UTILITY PLAN

6. CG101 GRADING PLAN

7. DT500 MISCELLANEOUS DETAILS

ARCHITECTURAL

8. GI200 SYMBOLS, ABBREVIATIONS, AND NOTES

9. AS100 ARCHITECTURAL SITE PLAN AND DETAILS

10. AD100 DEMOLITION FLOOR PLANS AND REFLECTED CEILING PLANS

11. AE101 FLOOR PLANS AND REFLECTED CEILING PLANS

12. AE200 EXTERIOR BUILDING ELEVATIONS

13. AE300 DOOR AND WINDW SCHEDULES AND DETAILS

14. AE301 ROOM FINISH SCHEDULE, FINISH PLAN AND DETAILS

15. AE302 WALL TYPES AND HEAD OF WALL DETAILS

16. AE400 BUILDING SECTION, WALL SECTIONS AND DETAILS

17. AE600 INTERIOR ELEVATIONS AND TYPICAL MOUNTING HEIGHTS

STRUCTURAL

18. SI001 STRUCTURAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

19. SE101 FOUNDATION PLAN

20. SE102 FRAMING PLAN

21. SE103 POLE BARN SLAB

22. SE501 STRUCTURAL DETAILS

MECHANICAL

23. MI001 MECHANICAL ABBREVIATIONS AND SYMBOLS

24. MH101 MECHANICAL HVAC PLAN

25. MH501 MECHANICAL DETAILS

PLUMBING

26. PI001 PLUMBING ABBREVIATIONS AND SYMBOLS

27. PL101 SANITARY PLAN

28. PP101 WATER SUPPLY PLUMBING PLAN

29. PI501 PLUMBING DETAILS

30. PI502 PLUMBING DETAILS

ELECTRICAL

31. EI001 ELECTRICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

32. EP101 ELECTRICAL POWER PLAN

33. EL101 ELECTRICAL LIGHTING PLAN

34. EP501 PANEL SCHEDULES

NO. DRAWING DRAWING TITLE

COVER SHEET

GI001

CONSULTANTS

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

PREPARED BY

CB Design Group 421 King Street Suite 301 Alexandria, VA 22314

Gordon 148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF WORK

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

REVERSE CURB

543.6

TO BE

REMOVED

REMAIN

BOARD FENCE

8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

TRANS.CURB

SOIL BOUNDARY

HbB HgC

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

CIVIL LEGEND:

EDGE OF CONCRETE

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER DROP INLET

STORM SEWER CURB INLET

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

MAIL BOX

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

UNDERGROUND GAS LINE

45 0

GS 45 0

TC 45 0

INV

EX.

MONVDH

EX. VDH

ABBREVIATIONS:

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

GRAVESITE GRID MONUMENT

CONCRETE SECTION MARKER

DRAINAGE FLOW ARROW

DETAIL LABEL

KEYNOTE REFERENCE LABEL

GRANITE SECTION MARKER

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

LIMITS OF GRADING

LIMITS OF CLEARING

XXXXX

WETLANDS

IN-GROUND CREMAIN SITES

FLAG SLEEVES

FLAG POLEF

DETAIL NO.

SHEET REFERENCE

DIRECTION OF TRAFFIC ARROWS

FEATURE WALL

33 32

TEST PIT LOCATION

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN AMDINISTRATION

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AST ABOVE-GROUND STORAGE TANK

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK, BASELINE MARKER

BMP BEST MANAGEMENT PRACTICES

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK; DESIGN-BUILD; DRAIN BASIN

DBL DOUBLE

DD DIVERSION DIKE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

ECL EROSION CONTROL LOG

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

E&S EROSION & SEDIMENT

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOTG FIELD OFFICE TECHNICAL GUIDE

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HLBC HOT LAID BITUMINOUS CONCRETE

HMA MOT-MIX ASPHALT

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE OR INLET PROTECTION

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

M MARKER

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA MOT APPLICABLE

NAT MATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NCPS NATIONAL CONSERVATION PRACTICE STANDARDS

NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

NE NOT EXCEEDING

NFA NET FLOOR AREA

NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NRCP NON-REINFORCED CONCRETE PIPE

NRCS NATURAL RESOURCES CONSERVATION SERVICE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFB ORGANIC FILTER BERM

OFD OVERFLOW DRAIN

OFT ORGANIC FILTER TUBE

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OP OUTLET PROTECTION

OS OVER-SIZED

OZ OUNCE

P PERIMETER, RAINFALL DEPTH

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

PIC PUBLIC INFORMATION CENTER

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

POTW PUBLICLY-OWNED TREATMENT WORKS

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PTS PASSIVE TREATMENT SYSTEM

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

Qf EXTREME FLOOD VOLUME Qp OVERBANK FLOOD PROTECTION VOLUME

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCN RUNOFF CURVE NUMBER

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

REv RECHARGE VOLUME

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK OR SEDIMENT BASIN

SBL SOUTH BOUND LANE

SCF SEDIMENT CONTROL FENCE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET OR SILT FENCE

SSF SUPER SILT FENCE

SJ SCORED JOINT

SLV SLEEVE

SM SECTION MARKER

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET OR SEDIMENT TRAP

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

SWM STORMWATER MANAGEMENT

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

Tc TIME OF CONCENTRATION

TCEQ TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TPDES TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM

TW TOP OF WALL

TXDOT TEXAS DEPARTMENT OF TRANSPORTATION

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

USACE U.S. ARMY CORPS OF ENGINEERS

USDA U.S. DEPARTMENT OF AGRICULTURE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WQv WATER QUALITY VOLUME

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'FORT LYON NATIONAL CEMETERY NEW RESTROOM' INCLUDES, BUT IS NOT LIMITED TO, DEMOLITION OF WOOD SHEDS, THE TRAILER, AND

EXISTING RESTROOM WITHIN THE CURRENT TOOL BUILDING. OTHER IMPROVEMENTS INCLUDE CONSTRUCTION OF A NEW RESTROOM , A NEW CEMENT SLAB WITHIN THE POLE BARN, AND INSTALLATION OF UTILITY SERVICES TO SERVE THE PROPOSED IMPROVEMENTS. THE PROJECT IS LOCATED IN FORT LYON, BENT COUNTY, COLORADO.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM A TOPOGRAPHIC SURVEY PREPARED BY CLARK LAND SURVEYING, INC. PERFORMED ON OR ABOUT JUNE 14, 2021. HORIZONTAL DATUM IS REFERENCED TO THE COLORADO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (0503)

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO (NAVD 88).

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 0802710005A DATED NOVEMBER 15, 1977, CONVERTED BY LETTER, EFFECTIVE MAY 1, 1989. NO PORTION OF THIS

PROPERTY IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN AREA (ZONE A).

4. SEE THIS SHEET FOR LEGEND OF SYMBOLS AND ABBREVIATIONS USED HEREIN.

5. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, WORK SHALL STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY MAY CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY.

COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS.

6. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE

FREQUENTLY AS REQUIRED.

7. EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.

8. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE.

THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

CONSTRUCTION NOTES:

1. THE CONTRACTING OFFICER REPRESENTATIVE AND THE CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE CONSTRUCTION DOCUMENTS PRIOR TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS

CAN BE MADE, IF WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE COLORADO DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT COLORADO 811 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION.

4. EXISTING UNDERGROUND UTILITIES SHOWN HEREIN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE AND FIELD SURVEY. THE UTILITIES SHOWN MAY OR MAY NOT REFLECT ALL UNDERGROUND UTILITIES IN SERVICE OR ABANDONED. UTILITIES SHOULD BE VERIFIED BY APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. GORDON DOES NOT CERTIFY TO THE LOCATION OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER.

5. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY GORDON. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

6. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.

7. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR.

8. ALL PROPOSED GRADES AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED ON THE PLAN.

9. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLANS FOR PHASING AND

DETAILS.

10. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION

AND SEDIMENTATION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR

CONSTRUCTION.

12. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE

KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.

13. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTIBILITY IMPOSSIBLE. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE

CONTRACTING OFFICER ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. THE VA SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SAFE WORK AREA AT ALL TIMES. TEMPORARY BARRICADES, ROAD CLOSURE SIGNAGE, FENCES AND OTHER WARNING DEVICES SHALL BE USED TO PREVENT PUBLIC ACCESS TO CONSTRUCTION WORK AREAS. VA MAINTENANCE OPERATIONS SHALL NOT BE UNDULY IMPEDED BY THE

CONTRACTOR'S OPERATIONS.

17. THE CONTRACTOR SHALL NOTIFY THE CEMETERY DIRECTOR AND THE CONTRACTING OFFICER TWO DAYS BEFORE ANY DEMOLITION WORK BEGINS. ANY PLANNED INTERRUPTIONS IN SERVICES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AT LEAST TWO DAYS IN ADVANCE.

18. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT AND OPERATIONS TO THE LIMITS OF CONSTRUCTION SHOWN. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE

SAFETY AND SECURITY OF ALL MATERIALS AND EQUIPMENT ON SITE.

19. THE CONTRACTOR SHALL USE ONLY APPROVED ROADWAYS FOR CONSTRUCTION AND DELIVERY ACCESS. DAMAGE TO THE EXISTING ROADS SHALL BE REPAIRED AT NO COST

TO THE OWNER.

20. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF EXISTING CEMETERY GROUNDS DUE TO CONSTRUCTION ACTIVITY.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 RPP ATN Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : G

:\P

\33

\10

\C -G

I-0

.D W

BID DOCUMENTS SUBMISSION

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

CIVIL NOTES, SYMBOLS, AND

ABBREVIATIONS

GI002

UGE

UGT

UGE

NO. 5 REBAR IN DIRT

ELEV: 3867.66'

NORHING-1524836.42'

EASTING-3681831.83'

ASPHALT EDGE

OHE

ROCK PILLAR

CONC CURB AND

GUTTER (TYP)

RAMP

PK NAIL IN

CONC CURB

ELEV: 3869.71'

NORTHING-1524954.15'

EASTING-3681969.08'

PK NAIL IN

CONC CURB

ELEV: 3868.60'

NORTHING-1524828.23'

EASTING-3681973.30'

NO. 5 REBAR IN DIRT

ELEV: 3868.26'

NORTHING-1524965.90'

EASTING-3681780.14'

SITE BENCHMARK

PK NAIL IN CONC CURB

ELEV: 3870.31'

NORTHING-1525064.97'

EASTING-3681944.99'

WATER WELL

SANITARY

SEWER

CLEANOUT

UNDERGROUND

ELECTRIC

UNDERGROUND

TELEPHONE

OVERHEAD

ELECTRIC

GUY WIRE

UTILITY POLE

CHAIN LINK

FENCE

HANDRAIL

CHAIN LINK

FENCE

CHAIN LINK

FENCE

APPROX. LOCATION

UTILITY POLE

EX BOLLARDS

EX GATE

SPIGOT

APPROX. LOCATION

SANITARY LATERAL FIELD

APPROX. LOCATION

WATER SERVICE

X X

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 RPP ATN Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : G

:\P

\33

\10

\C -X

P-

0.D W

BID DOCUMENTS SUBMISSION

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

XP100

EXISTING CONDITIONS PLAN

SOIL BORING LOCATION / REFERENCE #

NOTES:

1. REFER TO "GEOTECHNICAL ENGINEERING REPORT, NEW RESTROOM - FORT LYON

NATIONAL CEMETERY" BY ECS SOUTHWEST, LLP, DATED JUNE 25, 2021

SITE NOTES:

1. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC

INFORMATION WAS COMPILED FROM A TOPOGRAPHIC SURVEY PREPARED BY

CLARK LAND SURVEYING, INC. PERFORMED ON OR ABOUT JUNE 14, 2021.

HORIZONTAL DATUM IS REFERENCED TO THE COLORADO STATE PLANE

COORDINATE SYSTEM, SOUTH ZONE (0503) (NAD 83) COORDINATE SYSTEM.

VERTICAL DATUM IS REFERENCED TO (NAVD 88).

2. THE PROJECT AREA CONSISTS OF 100% MANVEL SILT LOAM, TERRACE, DRY, 0 TO

2% SLOPES WITH HYDROLOGIC SOILS GROUP B ACCORDING TO THE WEB SOIL

SURVEY BY THE U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES

CONSERVATION SERVICE.

SUBSURFACE LEGEND:

GRAPHIC LEGEND:

TEMPORARY

CONSTRUCTION FENCE NOTES:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL

PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FOOT MINIMUM

HEIGHT, AROUND THE CONSTRUCTION AREA INDICATED ON THE

DRAWINGS AND NOT THE ENTIRE LIMITS OF CONSTRUCTION.

2. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH MATERIALS TO

PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING

CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER

SHALL ALLOW FOR THE WIND, WITHOUT CAUSING THE FENCE TO BEND OR

FALL OVER.

3. CONTRACTOR SHALL PROVIDE SUBMITTALS OF THE PROPOSED

CONSTRUCTION FENCE SYSTEM FOR REVIEW AND APPROVAL BY THE

RE/COR FOLLOWING DISCUSSION WITH THE CEMETERY OPERATIONS.

4. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY

HARDWARE, INCLUDING CLASPS AND PADLOCKS.

5. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND

TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

6. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE

THE FENCE WHEN DIRECTED BY THE RE/COR.

TEMPORARY CONSTRUCTION

FENCE

TEMPORARY CONSTRUCTION FENCE

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text

BARN BUILDING

AutoCAD SHX Text

TRAILER

AutoCAD SHX Text

TOOL BUILDING

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SHED

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

FF ELEV: 3869.60'

AutoCAD SHX Text

FF ELEV: 3869.60'

AutoCAD SHX Text

FF ELEV: 3871.88'

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

HA-1

AutoCAD SHX Text

HA-1

AutoCAD SHX Text

HA-2

UGE

UGT

UGE

NO. 5 REBAR IN DIRT

ELEV: 3867.66'

NORHING-1524836.42'

EASTING-3681831.83'

ASPHALT EDGE

OHE

ROCK PILLAR

CONC CURB AND

GUTTER (TYP)

RAMP

PK NAIL IN

CONC CURB

ELEV: 3869.71'

NORTHING-1524954.15'

EASTING-3681969.08'

PK NAIL IN

CONC CURB

ELEV: 3868.60'

NORTHING-1524828.23'

EASTING-3681973.30'

NO. 5 REBAR IN DIRT

ELEV: 3868.26'

NORTHING-1524965.90'

EASTING-3681780.14'

SITE BENCHMARK

PK NAIL IN CONC CURB

ELEV: 3870.31'

NORTHING-1525064.97'

EASTING-3681944.99'

WATER WELL

SANITARY

SEWER

CLEANOUT

UNDERGROUND

ELECTRIC

UNDERGROUND

TELEPHONE

OVERHEAD

ELECTRIC

GUY WIRE

UTILITY POLE

CHAIN LINK

FENCE

HANDRAIL

CHAIN LINK

FENCE

CHAIN LINK

FENCE

APPROX. LOCATION

UTILITY POLE

EX BOLLARDS

EX GATE

SPIGOT

APPROX. LOCATION

SANITARY LATERAL FIELD

APPROX. LOCATION

WATER SERVICE

SFSFSF

SF SF

SILT FENCESF

CONSTRUCTION ENTRANCE

LIMITS OF DISTURBANCELOD LOD

CONCRETE WASHOUT

LEGEND:

E&S NOTES:

1. THE IMPLEMENTATION OF THESE EROSION AND SEDIMENT CONTROL (E&S)

PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND

UPGRADING OF THESE E&S FACILITIES IS THE RESPONSIBILITY OF THE

CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED.

2. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE

CLEARLY FLAGGED BY SURVEY TAPE OR FENCING PRIOR TO CONSTRUCTION.

DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE

CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE

MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION.

3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE

BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE

PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH

SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED

AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT

OCCUR FOR THE DURATION OF THE PROJECT.

4. THE E&S FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR

TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO

ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS,

DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.

5. THE E&S FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS

FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,

THESE E&S FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED

STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE

CONDITIONS AS DIRECTED BY COR.

6. THE E&S FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND

MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN

RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE E&S FACILITIES.

7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT

WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET

SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY

STABILIZED WITH THE APPROVED E&S METHODS (E.G., SEEDING, MULCHING,

PLASTIC COVERING, ETC.).

8. PRIOR TO CONSISTENT GROUND FREEZE, ALL DISTURBED AREAS SHALL BE

REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR

WINTER. DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH LOCAL

GUIDELINES AND THE RECOMMENDATIONS FROM THE COLORADO

DEPARTMENT OF TRANSPORTATION.

9. PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL SUBMIT SEQUENCE

OF CONSTRUCTION PLAN DETAILING ACCESS TO THE SITE.

CWS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 RPP ATN Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : G

:\P

\33

\10

\C -C

D-

1.D W

BID DOCUMENTS SUBMISSION

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

CD101

DEMOLITION AND EROSION

CONTROL PLAN

EX UTILITY POLE TO REMAIN

REMOVE CRUSHED ROCK BASE AND SUBGRADE

TO DEPTH OF 12" MINIMUM

SAW CUT EX. PAVEMENT

REMOVE EX. UTILITY LINE

NOTES:

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT

NEEDS TO BE DEMOLISHED. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL ITEMS

THAT REQUIRE DEMOLITION TO COMPLETE THE

PROPOSED CONSTRUCTION.

2. CONTRACTOR SHALL LOCATE SEPTIC DRAINFIELD AND

LINES. THESE AREAS SHALL BE PROTECTED DURING

CONSTRUCTION. ANY DAMAGE SHALL BE REPAIRED BY

THE CONTRACTOR AT THEIR EXPENSE.

3. TRAILER AND TOOL BUILDINGS ARE CONNECTED TO BOTH

WATER AND SANITARY SEWER LINES. THESE LINES ARE

TO BE LOCATED PRIOR TO DEMOLITION AND WILL BE

UTILIZED BY THE PROPOSED BATHROOM. CONTRACTOR IS

RESPONSIBLE FOR THE REPLACEMENT OF WATER AND

SEWER LINES DAMAGED DURING CONSTRUCTION

4. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

5. CONTRACTOR TO LOCATE AND PROTECT EXISTING

UTILITIES TO REMAIN PRIOR TO COMMENCING

DEMOLITION OPERATIONS AND CONSTRUCTION.

6. ALL DEMOLISHED MATERIALS SHALL BE DISPOSED OF AND

HAULED OFFSITE.

7. CONTRACTOR SHALL CAP THE EXISTING WATER LINE AT

BOTH BUILDING ENTRY AT THE EXISTING TRAILER AND

WHERE THE LINES SPLITS FROM THE EXTING WELL PUMP.

ABANDON IN PLACE IF PIPING IS UNDERGROUND AND

EXTEND WATER SERVICE TO NEW RESTROOM

CONNECTION POINT.

REMOVE EX. BUILDING

REMOVE & DISPOSE OF EX. RAMP; INCLUDES

ALL RAILINGS, LANDINGS, AND FOOTINGS

REMOVE EX. CHAIN LINK FENCE (INCLUDES ALL

FENCE HARDWARE & CONCRETE FOOTINGS)

DEMOLITION LEGEND:

CHAIN LINK FENCE TO REMAIN

REMOVE EX. CONCRETE PAVEMENT

WATER SPIGOT TO REMAIN

DT500

DETAIL/PG

DT500

REMOVE EX. GRAVEL

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

REMOVE CRUSHED ROCK BASE AND SUBGRADE UNDER POLE

BARN TO DEPTH OF 12" MIN. (RE: STRC PLANS FOR DETAILS)

REMOVE GRAVEL

DE-ENERGIZE, DISCONNECT AND REMOVE ELECTRIC

SERVICES FROM TRAILER AND SHED

REROUTE OVERHEAD ELECTRIC UNDERGROUND

(RE: MEP PLANS FOR DETAILS)

REMOVE CHAIN LINK FENCE

6 REMOVE TRAILER AND ANY ASSOCIATED GRAVEL OR

CONCRETE PAD

7 LIMITS OF DISTURBANCE (TYP.)

8 REMOVE WOOD SHED

SAW CUT CURB & GUTTER FOR REMOVAL. REMOVE TO

NEAREST JOINT IF WITHIN 5'. COST SUBSIDIARY

REMOVE HEADER CURB

REMOVE CURB & GUTTER12

REMOVE EX CONCRETE PAVEMENT

SAWCUT EX ASPHALT PAVEMENT FOR CLEAN EDGE

(RE: DETAIL 7 SHEET DT500)

REMOVE METAL STAIRS AND LANDING

DEMOLISH BATHROOM FACILITIES INSIDE TOOL BUILDING

(RE: ARCH & MEP PLANS FOR DEMOLITION NOTES & DETAILS)

SAWCUT CONCRETE FOR CLEAN EDGE

REMOVE RAMP (INCLUDES ALL RAILINGS, FOOTINGS, AND

LANDINGS)17

SITE ACCESS DETAIL

TEST PIT TO LOCATE EXISTING SEWER AND WATER SERVICES

TO TOOL BUILDING AND DEMO'D TRAILER18

SANITARY CLEANOUT TO REMAIN. REMOVE SANITARY

SERVICES UP TO CLEANOUT, AND EXTEND SEWER SERVICE TO

NEW RESTROOM FACILITY

REMOVE WATER SERVICES TO DEMOLISHED FIXTURES

(RE: ARCH & MEP) VERIFY WATER SERVICE FOR EXISTING

FIXTURES TO REMAIN

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text

BARN BUILDING

AutoCAD SHX Text

TRAILER

AutoCAD SHX Text

TOOL BUILDING

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SHED

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

FF ELEV: 3869.60'

AutoCAD SHX Text

FF ELEV: 3869.60'

AutoCAD SHX Text

FF ELEV: 3871.88'

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 40'

AutoCAD SHX Text

UGE

UGT

UGE

NO. 5 REBAR IN DIRT

ELEV: 3867.66'

NORHING-1524836.42'

EASTING-3681831.83'

ASPHALT EDGE

ROCK PILLAR

CONC CURB AND

GUTTER (TYP)

PK NAIL IN

CONC CURB

ELEV: 3869.71'

NORTHING-1524954.15'

EASTING-3681969.08'

PK NAIL IN

CONC CURB

ELEV: 3868.60'

NORTHING-1524828.23'

EASTING-3681973.30'

NO. 5 REBAR IN DIRT

ELEV: 3868.26'

NORTHING-1524965.90'

EASTING-3681780.14'

SITE BENCHMARK

PK NAIL IN CONC CURB

ELEV: 3870.31'

NORTHING-1525064.97'

EASTING-3681944.99'

WATER WELL

SANITARY

SEWER

CLEANOUT

UNDERGROUND

ELECTRIC

UNDERGROUND

TELEPHONE

OVERHEAD

ELECTRIC

GUY WIRE

UTILITY POLE

CHAIN LINK

FENCE

HANDRAIL

CHAIN LINK

FENCE

APPROX. LOCATION

UTILITY POLE

EX BOLLARDS

EX GATE

SPIGOT

APPROX. LOCATION

SANITARY LATERAL FIELD

APPROX. LOCATION

WATER SERVICE

UGE

UGE UGE

UGE

W W

UGT

UGE

ROCK PILLAR

SANITARY

SEWER

CLEANOUT

HANDRAIL

CHAIN LINK

FENCE

SPIGOT

UGE

UGE UGE UGE

UGE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 RPP ATN Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : G

:\P

\33

\10

\C -C

S-

1.D W

BID DOCUMENTS SUBMISSION

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

CS101

SITE AND UTILITY PLAN

EX UTILITY POLE TO REMAIN

GRAPHIC LEGEND:

LODLOD LIMITS OF DISTURBANCE

CONCRETE PAVEMENT

CHAIN-LINK FENCE

6" CONCRETE SLAB IN BARN

BUILDING

36.64' 13.36'

6.84'

20'5'

5' 11'

9' 7.46'

JOINTING DETAIL

SCALE: 1"=5'

CONTRACTION

JOINT (TYP.)

TIED JOINT

EXPANSION

JOINT (TYP.)

8.39' 8.67'

8.67' 7'

6.31'

9' 9' 8.46'

6' 6'

5' (TYP.)

4.5'

4.5' 4.08'

5' (TYP.)

5.5'

5' 4.23' 2.65'

5' (TYP.)

5.17' 5.17'

(2) #4 X 3'-0" DEFORMED TIE BARS

NOTE: ALL SIDEWALK SHALL RECEIVE

DISTRIBUTED STEEL REINFORCEMENT

WITH #3 -18" O.C. EACH WAY,

CENTERED IN SLAB.

CONTRACTION

JOINT (TYP.)

LIMITS OF DISTURBANCE

(TYP.)

CONTRACTION

JOINT (TYP.)

DT500

DETAIL/PG

SE501

AS100

PEA GRAVEL STRIP

WHEEL STOP

DT500

JOINTING LEGEND:

EXPANSION JOINT

TIED JOINT

CONTRACTION JOINT

DT500

DETAIL/PG

DT500

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

PROPOSED CONC. PAVEMENT AND 20'x20'

CHAIN LINK CAGE (RE: ARCH & STRC PLANS)

DETAIL/PG

DT500

NOTES:

1. CONTRACTOR TO LOCATE UNDERGROUND UTILITIES PRIOR TO

COMMENCING GRADING AND EXCAVATION ACTIVITIES NEEDED TO

INSTALL THE PROPOSED RESTROOM AND CONCRETE PAVEMENT.

CONTRACTOR TO ENSURE NO EXISTING UTILITIES TO REMAIN ARE

IMPACTED AS A RESULT OF CONSTRUCTION. ANY STRUCTURE TOPS

WITHIN THE IMPROVEMENT LIMITS SHALL BE ADJUSTED TO FINAL GRADE.

2. CONTRACTOR SHALL COORDINATE CONNECTION POINTS WITH PIPE

PENETRATIONS THROUGH THE STEM WALL AS SHOWN ON THE MEP

PLANS TO ENSURE ADEQUATE FALL.

3. EXTERIOR CHAIN LINK FENCE FABRIC TO BE 8-GAUGE EXTRUDED AND

BONDED VINYL COATED CHAIN LINK FABRIC BLACK. ALL POSTS, RAILS,

AND OTHER FENCE COMPONENTS TO HAVE EXTRUDED AND BONDED

VINYL COATING - BLACK. CONTRACTOR SHALL MATCH EXISTING CHAIN

LINK FENCE HEIGHT.

INSTALL CONCRETE PAVEMENT

CURB TAPER

DT500

DT500CURB TAPER

REPLACE GRAVEL TO BE FLUSH WITH BACK

OF CURB

TEST PIT TO LOCATE EXISTING SEWER AND

WATER SERVICES TO TOOL BUILDING AND

DEMO'D TRAILER

EXTEND SEWER SERVICES TO CLEANOUT

UNDERGROUND ELECTRICAL SERVICE

(RE: ELECTRICAL PLANS)

WATER SERVICE CONNECTION FROM FIELD

LOCATED WATER SERVICE & WELL TO

PRESSURE TANK (RE: MEP PLANS)

EXTEND CHAIN LINK FENCE TO NEW

RESTROOM FACILITY

AS100

PEA GRAVEL STRIP ADJACENT BUILDING

DT500

5' WIDE CONCRETE SIDEWALK

DT500

NEW RESTROOM FACILITY (RE:ARCH)

CHAIN LINK FENCE GATE FOR POLE BARN

ACCESS

AS100

MOUNTABLE CURB & GUTTER

DT500

4" WHITE PAVEMENT STRIPING (TYP.)

ACCESSIBILITY SYMBOL (WHITE PAINTED IN

BLUE BACKGROUND)

BUILDING MOUNTED VAN ACCESSIBLE SIGN

(RE: ARCH)

DT500

CONVERT AREA PREVIOUSLY OCCUPIED BY

PUBLIC BATHROOM INTO ADDITIONAL

STORAGE SPACE (RE: ARCH & MEP)

DT500THICKENED EDGE

DISTRIBUTED STEEL

REINFORCEMENT WITH #3-18" O.C.

EACH WAY, CENTERED IN SLAB

20 WHEEL STOP (TYP.)

DT500

SIDEWALK PAVEMENT 6

DT500

AD100

21 EXTERIOR HVAC UNIT

MH101

6'6'

1.4'

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text

BARN BUILDING

AutoCAD SHX Text

TOOL BUILDING

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

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RAW LAND

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RAW LAND

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RAW LAND

AutoCAD SHX Text

FF ELEV: 3869.60'

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text

TOOL BUILDING

AutoCAD SHX Text

RAW LAND

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GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

NORTH

UGE

UGT

UGE

NO. 5 REBAR IN DIRT

ELEV: 3867.66'

NORHING-1524836.42'

EASTING-3681831.83'

ASPHALT EDGE

ROCK PILLAR

CONC CURB AND

GUTTER (TYP)

PK NAIL IN

CONC CURB

ELEV: 3869.71'

NORTHING-1524954.15'

EASTING-3681969.08'

PK NAIL IN

CONC CURB

ELEV: 3868.60'

NORTHING-1524828.23'

EASTING-3681973.30'

NO. 5 REBAR IN DIRT

ELEV: 3868.26'

NORTHING-1524965.90'

EASTING-3681780.14'

SITE BENCHMARK

PK NAIL IN CONC CURB

ELEV: 3870.31'

NORTHING-1525064.97'

EASTING-3681944.99'

WATER WELL

SANITARY

SEWER

CLEANOUT

UNDERGROUND

ELECTRIC

UNDERGROUND

TELEPHONE

OVERHEAD

ELECTRIC

GUY WIRE

UTILITY POLE

CHAIN LINK

FENCE

HANDRAIL

CHAIN LINK

FENCE

APPROX. LOCATION

UTILITY POLE

EX BOLLARDS

EX GATE

SPIGOT

APPROX. LOCATION

SANITARY LATERAL FIELD

APPROX. LOCATION

WATER SERVICE

UGE

UGE UGE

UGE

W W

69 30

.50

69 40

69 10

SW-ME 69 12

SW-ME

69 55

SW69 45

69 55

69 45

68 95

69 50

SW69 50

69 50

SW 69 04

69 50

68 72

EP-ME

69 50

68 49

EP-ME

68 92

TC-ME

68 96

TC-ME

68 90

69 38

SW-ME

69 55

SW-ME

69 11

SW-ME

69 04

68 70

69 50

68 82

SW-ME

69 10

SW-ME

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 RPP ATN Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : G

:\P

\33

\10

\C -C

G-

1.D W

BID DOCUMENTS SUBMISSION

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

CG101

GRADING PLAN

GRADING & DRAINAGE NOTES:

1. ALL IMPROVEMENTS SHOWN SHALL BE LAID OUT BY A LICENSED LAND

SURVEYOR ENGAGED BY THE CONTRACTOR.

2. VERTICAL DATUM IS BASED ON SITE BENCHMARK LOCATED ON THE

NORTH SIDE OF THE PROJECT AREA: PK NAIL IN CONCRETE CURB WITH

ELEVATION=3870.31 (NAVD88).

3. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL

UNDERGROUND UTILITIES AND NOTIFY THE VA IN THE EVENT

ADJUSTMENTS ARE REQUIRED TO ENSURE THE IMPROVEMENTS ARE

CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

4. CONTRACTOR SHALL REVIEW SPECIFICATIONS FOR ADDITIONAL

INFORMATION ON EARTH MOVING AND BORE LOGS.

5. MATCH EXISTING ELEVATIONS ARE SHOWN FOR INFORMATIONAL

PURPOSES ONLY. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS,

AS DETERMINED IN THE FIELD AND PROVIDE POSITIVE DRAINAGE

AWAY FROM BUILDINGS.

GRAPHIC LEGEND:

LODLOD LIMITS OF DISTURBANCE

SPOT ELEVATION

SW SIDEWALK

SG SPOT GRADE

ME MATCH EXISTING

TC TOP OF CURB

HP HIGH POINT

CONTRACTOR SHALL REGRADE TO PROVIDE POSITIVE DRAINAGE AWAY

FROM BUILDINGS. CONTRACTOR SHALL USE EXTREME CARE DURING

GRADING OPERATIONS. ANY DAMAGE TO THE EXISTING SANITARY

LATERAL FIELD SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

3.0%

MAX

CONTRACTOR SHALL PROVIDE POSITIVE

DRAINAGE AWAY FROM BUILDINGS

TRANSITION TO 6" CURB ALONG BUILDING

PROVIDE POSITIVE DRAINAGE

THROUGH CURB FLOWLINE

TOWARDS THE SOUTH

TRANSITION TO

MOUNTABLE CURB

TRANSITION TO

MOUNTABLE CURB

MATCH EX 6" CURB & GUTTER

3.0%

MAX

LIMITS OF DISTURBANCE (TYP.)

DRAINAGE ARROW

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text

BARN BUILDING

AutoCAD SHX Text

TOOL BUILDING

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

FF ELEV: 3869.60'

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 RPP ATN Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : G

:\P

\33

\10

\C -D

T-

0.D W

BID DOCUMENTS SUBMISSION

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

MISCELLANEOUS DETAILS

DT500

NOT TO SCALE

CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT1

CONSTRUCTION ENTRANCECONCRETE WASHOUT

NOT TO SCALE

SILT FENCE DETAILS2

NOT TO SCALE

SIDEWALK DETAIL6

FINISHED GRADE

TYPICAL EDGE CONDITION

1.5D

NOT TO SCALE

THICKENED EDGE DETAIL8

COMPACTED SUBGRADE 95% PER

ASTM D-698

10"

CONCRETE PATHWAY WITH

MEDIUM BROOM FINISH

4,000 PSI CONCRETE

PAVEMENT

AGGREGATE BASE OR

REWORKED SUBGRADE

CONCRETE

SIDEWALK (TYP.)

NOT TO SCALE

PEA GRAVEL STRIP3

PEA GRAVEL

STRIP

GEOTEXTILE

FILTER FABRIC

1/2"R 2"2-1/2"

1/2" 1'-0"6"

EDGE TO BE PAINTED WITH

BITUMINOUS MATERIAL

NOT TO SCALE

MOUNTABLE CURB & GUTTER DETAIL4

CURB REPLACEMENT

FULL DEPTH PAVEMENT PATCH SHALL BE FLUSH WITH

EXISTING PAVEMENT (MATCH EXISTING PAVEMENT SECTION)

EXISTING PAVEMENT

FULL DEPTH SAW CUT EXISTING PAVEMENT. JOINT SEAL

ONCE ASPHALT PAVEMENT PATCH IS COMPLETE

EXISTING SUBBASE

8" MIN*

MATCH

EXISTING

CROSS

SLOPE

NOT TO SCALE

CURB REPLACEMENT PAVEMENT PATCHING DETAIL7

* CONTRACTOR MAY ELECT TO REMOVE MORE

THAN 8" WIDTH AT NO ADDITIONAL COST.

EDGE TO BE PAINTED WITH BITUMINOUS MATERIAL

PROPOSED CONCRETE

PAVEMENT

NOTES:

1. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER

CURB CONSISTENT WITH PAVEMENT TYPICAL SECTIONS.

2. CONCRETE SHALL BE 4,000 PSI.

3. ALL CURB JOINTS SHALL BE MADE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

4. WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT A LONGITUDINAL JOINT WITH TIE

BARS OR TIE BOLT ASSEMBLIES SHALL BE CONSTRUCTED AT THE EDGE IN LIEU OF

PAINTED BITUMINOUS MATERIAL.

3/8" WIDE EXPANSION JOINT

WITH PREMOLDED ASPHALTIC

JOINT FILLER & SEALANT,

FILLER & SEALANT TO EXTEND

TO FULL DEPTH OF CONCRETE

1/2" R

3/8"Ø - 8" LONG, EPOXY COATED STEEL

DOWELS 18" O.C. (GREASED ON ONE END)

5" 4,000 PSI CONCRETE WITH

DISTRIBUTED STEEL

REINFORCEMENT PER PLAN

COMPACTED SUBGRADE 98% PER

AASHTO-T99C

8" AGGREGATE BASE COURSE

NOTES:

1. ALL BASE AND SUBGRADE MATERIAL SHALL BE COMPACTED TO 98% THEORETICAL

MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T99 METHOD C, WITHIN 2% OF

OPTIMUM MOISTURE CONTENT.

2. REFERENCE GEOTECHNICAL REPORT PREPARED BY ECS TITLED 'NEW RESTROOM -

FORT LYON NATIONAL CEMETERY' DATED JUNE 25, 2021 FOR ADDITIONAL

INFORMATION ON SOILS AND PAVEMENT RECOMMENDATIONS.

3. DISTRIBUTED STEEL REINFORCEMENT SHALL BE #3 BARS, 18" O.C. EACH WAY.

NOT TO SCALE

CONCRETE PAVEMENT5

METAL STRIP FOR

CONSTRUCTION JOINT, AS REQUIRED

BOTTOM OF PAVEMENT

2" 2" 2" 4' -0" 4' -0"10" 10"

2" LAP

MIN.

TOP OF PAVEMENT

SNAP-IN LEG OR OTHER APPROVED DESIGNS MAY BE USED IN LIEU OF WELDED LEG.

2 1/2"

2" 1/

D / 2

3/4" HOLE

WELDS

HOLES FOR TIE BARS

10'- 2" OVERALL LENGTH

TO BE USED ONLY AGAINST FORMS. SHALL NOT EXTEND THROUGH CONTRACTION JOINTS.

2' -0" 2' -0" 2' -0"1'-1" 1'-1"2' -0"

GENERAL NOTES:

1. DEFORMED TIE BARS WHICH REQUIRE BENDING SHALL BE BILLET STEEL

REINFORCING BARS, GRADE 40.

2. ALL JOINTS ON THIS PROJECT SHALL BE SAWED AND FILLED WITH SEALANT.

3. SHAPE OF ALL KEYED JOINTS SHALL BE SIMILAR TO SECTION OF RECESSED

FORM LEG AS SHOWN ON THIS SHEET.

4. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE

DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES.

5. JOINT SPACING AS SHOWN ON PLANS OR REQUIRED IN SPECIFICATION.

6. CONCRETE TO HAVE BROOM FINISH WITH A FINE BRUSH IN A TRANSVERSE

DIRECTION.

1 3/4" D/

CONTRACTION

3/8"

18"18"

CONSTRUCTION (AS REQUIRED)

SEE DETAIL "A"

3/8"

TIED

TWO SEPARATE OPERATIONS

JOINT TO BE SAWED IN

BREAKER

1/2" CORD BOND

JOINT SEALANT (ASTM D1190)

HOT - POURED

PAVEMENT SURFACE

INDUCED CRACKING

SCALE: NONE

DETAIL "A"

1/8"

D/ 4 (

1ST CUT

1/8"

3/8"

D/ 3 (

T) 1 3 /8"

3/8

2ND CUT

1/8"

NOT TO SCALE

JOINTING DETAILS10

DEFORMED TIE BARS

#5 X 36" ON 24" CTRS.

NOTE: ALL SEALANT IS 1/8" -1/4" BELOW SURFACE AND IS A MINIMUM OF 1/4" THICK. A BACKER

ROD MAY BE USED TO LIMIT THE AMOUNT OF SEALANT NEEDED TO FILL RESERVOIR.

4 + 1/4"

#4 X 3'-0" @ 18" CTRS.

DEFORMED TIE BARS

NOTE: CONTRACTION JOINTS WILL BE CONSTRUCTED AT THE

PLANNED LOCATION OR AS DIRECTED BY THE ENGINEER.

WHEN NECESSARY TO INTERRUPT CONTINUOUS PLACEMENT

FOR A SUBSTANTIAL LENGTH OF TIME OR AT THE END OF A

DAY'S POUR, THE CONTRACTOR HAS THE OPTION OF ENDING

PLACEMENT AT A CONTRACTION JOINT OR WITH A

CONSTRUCTION JOINT LOCATED A MINIMUM OF FIVE (5) FEET

FROM A CONTRACTION JOINT. EITHER JOINT TYPE MAY BE

CONSTRUCTED BY PLACING A HEADER AT THE END OF THE

POUR OR BY PAVING PAST THE JOINT LOCATION, SAWING THE

JOINT AFTER THE CONCRETE HAS HARDENED, AND DRILLING

HOLES FOR THE TIE BARS OR DOWELS.

SECTION OF

RECESSED

FORM LEG

RESERVED

PARKING

UP TO

$500 FINE

VAN

ACCESSIBLE

RESERVED

PARKING

UP TO

$500 FINE

VAN

ACCESSIBLE

RESERVED

PARKING

UP TO

$500 FINE

NOT TO SCALE

ACCESSIBLE STALL LAYOUT11

PIPE O.D.

+24" MIN.

12"

MIN.

EX. ASPHALT

PAVEMENT

TRENCH WALL SLOPES SHALL

CONFORM TO O.S.H.A. REGULATIONS.

FINAL TRENCH BACKFILL -

COMPACTED BACKFILL MATERIAL

WITH MAX. LIFT SIZE OF 6"-8"

PIPE ZONE BACKFILL - COMPACTED

CRUSHED STONE MATERIAL

PIPE

O.D.

3.0' MIN.

COVER

6" MIN.

12"

MIN.

MATCH EX.

ROADWAYS

ASPHALT PAVEMENT

(2 LIFTS)

NON-ROADWAYS

TOPSOIL AND SEED

NOT TO SCALE

TYPICAL TRENCH DETAIL FOR WATER & SEWER9

3/1 6"

4" or 5" PORTLAND

CEMENT CONCRETE

4,000 PSI

3/8" WIDE EXPANSION JOINT WITH PREMOLDED

ASPHALTIC JOINT FILLER & SEALANT, FILLER &

SEALANT TO EXTEND TO FULL DEPTH OF CONCRETE

REWORKED SUBGRADE

#3 -18" O.C. BOTH WAYS, CENTERED

IN SLAB, WHERE REQUIRED

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE

SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB

OR OTHER ADJACENT STRUCTURES.

2. JOINT SPACING AS SHOWN ON PLANS OR

REQUIRED IN SPECIFICATION.

3. CONCRETE TO HAVE BROOM FINISH WITH A FINE

BRUSH IN A TRANSVERSE DIRECTION.

1.5 D

4" 4"

3/8"Ø - 8" LONG STEEL DOWELS 18" O.C. (GREASED

ON ONE END), WHERE NOT ABUTTING BUILDING

NEW TO OLD JOINTS

3/8" JOINT FILLER & SEALANT EXTENDS FULL DEPTH OF EX.

PAVEMENT; COLOR TO MATCH CONCRETE (NOT REQ'D WHEN

EXISTING SURFACE COURSE IS ASPHALT)

#4 - 8" LONG STEEL DOWELS 18"

O.C. (GREASED ON ONE END)

ROUGH UP EDGE OF EX.

CONCRETE PAVEMENT

EX. CONCRETE PAVEMENT

1/8" RADIUS AT SLAB EDGES

SLOPE VARIES

EXPANSION

#3 -18" O.C. BOTH WAYS,

CENTERED IN SLAB,

WHERE REQUIRED

NOTES:

1. DIMENSIONS MAY BE MODIFIED AS

NEEDED BASED ON PRODUCT

SUPPLIER.

5'-8"

3"5" 2"

6' 4"

(2) #4 REBAR (TYP.)

(18" MIN. LENGTH)

3,000 PSI CONCRETE

SECTION

1"Ø HOLE (TYP.) (2) #4 REBARS

NOT TO SCALE

WHEEL STOP DETAILS12

TAPER VARIES,

EXTEND TO NEAREST

JOINT

(3' MIN.)

MOUNTABLE CURB

AND GUTTER

(SEE PLAN FOR LIMITS)

TAPER VARIES, EXTEND

TO NEAREST JOINT

(3' MIN.)

GUTTER PAN

PLAN

PAVED SURFACE

STD. CURB

(PER SITE PLAN)

TAPER VARIES, EXTEND

TO NEAREST JOINT

(3' MIN.)

MOUNTABLE CURB

AND GUTTER

(SEE PLAN FOR LIMITS)

TAPER VARIES, EXTEND

TO NEAREST JOINT

(3' MIN.)

ELEVATION

STD. CURB (PER SITE PLAN)

1" RADIUS

NOT TO SCALE

CURB TAPER DETAIL (FULL HT. TO MOUNTABLE)13

VARIES

NOTES:

1. PEA GRAVEL SHOULD BE CLEAN

WASHED AND MEET ASTM D448 No. 6.

2. FILTER FABRIC SHALL MEET THE

FOLLOWING REQUIREMENTS:

EQUIVALENT OPENING SIZE EQUAL TO

OR GREATER THAN US NO. 50 SIEVE

(CWO 2215-77), TENSILE STRENGTH @

20% MAX (VTM-52). OF AT LEAST 30

LBS/IN, AND PUNCTURE STRENGTH OF

AT LEAST 80 LBS (ASTM D751). SEAMS

SHALL BE EQUAL IN STRENGTH TO

BASIC MATERIAL.

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK…

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File details come from the government source that posted it. Updated Apr 6, 2022.