Attachment 4 - CIVIL.pdf

02/10/2022 RAG DJD

C-001

GENERAL NOTES

GENERAL

1. ALL QUANTITIES ARE CONSIDERED APPROXIMATE AND ARE FOR ESTIMATING

PURPOSES ONLY.

2. LAY DOWN YARD WILL BE THE BUILDING 12 SIDE OF OF THE PARKING LOT BETWEEN

BUILDING 12 AND 15 AS SHOWN ON CD101, OR AS DIRECTED BY THE COR.

BUILDING 12

VEG 20.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

674A4-21-703

4800 MEMORIAL DRIVE, WACO, TX 76711

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: EHRM TRAINING AND ADMIN SPACE

SUPPORT

100% CONSTRUCTION

DOCUMENTS

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NE NOT EXCEEDING

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

P PUMP

PA PIPE ANCHOR

PB PULL BOX

PC POINT OF CURVE

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCT PERCENT

PED PEDESTAL

PERF PERFORATED

PERM PERMANENT

PG PRESSURE GAGE OR PROFILE

GRADE

PH PHASE

PHWR PRIMARY HOT WATER RETURN

PHWS PRIMARY HOT WATER SUPPLY

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PLAS PLASTIC OR PLASTER

PMPSCT PUMP SUCTION

PN PART NUMBER

PNEU PNEUMATIC

PO POST OFFICE OR PURCHASE ORDER

POLY POLYETHYLENE (PLASTIC)

PORT PORTABLE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PR PUMPED RETURN

PRCST PRECAST

PREFMD PREFORMED

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE OR

PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT CONC POST-TENSIONED CONCRETE

PTRV PRESSURE TEMPERATURE RELIEF

VALVE

PV PAVED

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RANGE

RAD RADIAN

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCCP REINFORCED CONCRETE CULVERT

PIPE

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

RDC REDUCER

REF REFERENCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

ROW RIGHT OF WAY

RT RIGHT

RV RELIEF VALVE

RWR RECESSED WASTE RECEPTACLE

SAMP SAMPLE

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCP SCUPPER

SD STORM DRAIN

SDL SADDLE

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

ALT ALTERNATE OR ALTITUDE

AMT AMOUNT

APPROX APPROXIMATE

ASPH ASPHALT

AWWA AMERICAN WATER WORKS

ASSOCIATION

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BC BACK OF CURB

BCV BUTTERFLY CHECK VALVE

BDRY BOUNDARY

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BLDG BUILDING

BN BULLNOSE

BRG BEARING

BSTR BOOSTER

BV BALL VALVE

BW BOTH WAYS

BWG BIRMINGHAM WIRE GAUGE

CAP CAPACITY

CB CATCH BASIN OR CEMENT BASE

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CDW CHILLED DRINKING WATER

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CHFR CHAMFER

CHK CHECK

CHKV CHECK VALVE

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON PIPE

CJ CONSTRUCTION JOINT OR CONTROL

JOINT

CL CENTER LINE, CLASS, OR CLOSE

CMP CORRUGATED METAL PIPE

CND CONDUIT

CNDS CONDENSATE

CO CLEANOUT, COMPANY, OR CUTOUT

CONC CONCENTRIC OR CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OR CUT OFF VALVE

COV PL COVER PLATE

CPLG COUPLING

CPP CORRUGATED PLASTIC PIPE

CRP CONDENSATE RETURN PUMP

CSB CONCRETE SPLASH BLOCK

CSP CONCRETE SEWER PIPE

CSTL CAST STEEL

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

DA DRAINAGE AREA

DAT DATUM

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DHW DOMESTIC HOT WATER

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DR DRAIN OR DRIVE

DS DOWNSPOUT

DW DOMESTIC WATER

DWG DRAWING

DWR DOMESTIC WATER RETURN OR

DRAWER

DWS DOMESTIC WATER SUPPLY

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPT EXTERNAL PIPE THREAD

SDMH STORM DRAIN MANHOLE

SECT SECTION

SEG SEGMENT

SEP TNK SEPTIC TANK

SF SQUARE FOOT (FEET)

SJ SCORED JOINT

SLV SLEEVE

SM SILTY SAND

SMH STEAM MANHOLE

SMP SUMP PUMP

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SPKLR SPRINKLER

SPLY SUPPLY

SPR SPRINKLER LINE

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER, STEAM SUPPLY

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

ST STREET OR STORM DRAIN, OR STORM

WATER

STA STATION

STD STANDARD

STM STEAM

SURV SURVEY

SUTK SUMP TANK

SW SIDEWALK

SWG SEWAGE

SWR SEWER

SYM SYMBOL

T&M TIME AND MATERIALS

TAN TANGENT

TBM TEMPORARY BENCHMARK

TB-XX TEST BORING-XX (E.G., TB-01)

TCP TRAFFIC CONTROL PLAN

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TN TRUE NORTH

TNL TUNNEL

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TOP OF CONCRETE OR TOP OF CURB

TOC FTG TOP OF CONCRETE FOOTING

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TR TOP OF RIM

TWR TREATED WATER RETURN

TWS TREATED WATER SUPPLY

TYP TYPICAL

UFC UNIFORM FIRE CODE

UGND UNDERGROUND

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

VA VETERAN AFFAIRS

VHA VETERANS HEALTH ADMINISTRATION

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCT VITRIFIED CLAY TILE VINYL

COMPOSITION TILE

VERT VERTICAL

VIC VICINITY

VIF VERIFY IN FIELD

VOL VOLUME

W WASTE, WEST, OR WIDE

W/ WITH

W/O WITHOUT

WI WROUGHT IRON

WL WATER LINE

WM WIRE MESH WATER METER

WO WORK ORDER

WP WATER PUMP

WT WATER TABLE

WT EL WATER ELEVATION

WTR WATER

WW WASTE WATER

XFMR TRANSFORMER

EQL SP EQUALLY SPACED

ESMT EASEMENT

EST ESTIMATE

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

EXT EXTERIOR

EXT GR EXTERIOR GRADE

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FIL FILLET

FIN FINISH

FLG FLANGE

FLRD FLARED

FES FLARED END SECTION

FLTR FILTER

FN FENCE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FSS FLOW SENSING SWITCH

FT FEET OR FOOT

FTG FOOTING

G GROUND OR NATURAL GAS

G LN GAS LINE

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUT

GDR GUARD RAIL

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GPD GALLONS PER DAY

GTV GATE VALVE

GUT GUTTER

H&CW HOT AND COLD WATER

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HP HIGH PRESSURE

HV HOSE VALVE

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER OR INSIDE

DIMENSION

IMH INLET MANHOLE

INCL INCLUDED

INCR INCREMENT

INSTL INSTALL

INV INVERT

INV EL INVERT ELEVATION

IP IRON PIPE

IPS IRON PIPE SIZE

IPT IRON PIPE THREADED

IW IRRIGATION WATER

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LS LUMP SUM

LT LIGHT

LTG LIGHTING

MAINT MAINTENANCE

MAX MAXIMUM

MED MEDIUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NE NOT EXCEEDING

NIC NOT IN CONTRACT

NO NUMBER

CIVIL SITE ABBREVIATIONS

N o r t h

SCALE: 1" = 30'

0 15' 30' 60' 90' 120'7'-6"

SITE MAP

BUILDING 12

DO

RIS

M

ILL

ER

CI

RC

LE

N o r t h

SCALE: NO SCALE

VICINITY MAP

PIV

CD101

CIVIL DEMOLITION PLAN

N o r t h

SCALE: 1" = 20'

0 10' 20' 40' 60' 80'5'

CIVIL DEMOLITION PLAN

VEG 20.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

674A4-21-703

4800 MEMORIAL DRIVE, WACO, TX 76711

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: EHRM TRAINING AND ADMIN SPACE

SUPPORT

100% CONSTRUCTION

DOCUMENTS

EXISTING

ASPHALT

PARKING

LEGEND

SITE IMPROVEMENTS TO BE REMOVED

LIMIT SANDBLASTING

CONSTRUCTION FENCE

EXISTING VEGETATION

EXISTING CURB AND GUTTER

EXISTING CHILLED WATER SUPPLY

EXISTING CHILLED WATER RETURN

EXISTING WATER LINE

EXISTING STORM SEWER LINE

EXISTING FIRE HYDRANT

UTILITY VALVE

POST INDICATOR VALVE

CLEAN-OUT

1. DEMO MECHANICAL ENCLOSURE IN ENTIRETY; REMOVE ALL ITEMS WITHIN

LIMITS INCLUDING BUT NOT LIMITED TO MECHANICAL/ELECTRICAL

EQUIPMENT, FENCING, CONCRETE FOOTINGS, BASES, GRAVEL AND

CONCRETE.

2. LOCATION OF CONSTRUCTION ACCESS; MOVEABLE ENTRANCE GATE.

3. REMOVE EXISTING SHRUBBERY/TREES ON BUILDING EXTERIOR IN AREA

SHOWN.

4. TRENCH LINE CROSSES EXISTING STORM AND WATER LINES. CONTRACTOR

TO POTHOLE UTILITY LOCATIONS.

5. EXCAVATE TO EXPOSE MAIN LOOP CHILLED WATER SUPPLY AND RETURN

CONNECTION VALVES.

6. SAW-CUT AT NEAREST JOINT AND REMOVE PORTION OF CONCRETE

SIDEWALK AS SHOWN.

7. REMOVE, SALVAGE AND REPLACE PARKING STOP BLOCK; REF CS101.

8. SAND BLAST TO REMOVE EXISTING ALL PARKING STRIPES WITHIN

BOUNDARY SHOWN.

9. CORE DRILL (2) 10" HOLES, SPACED 1'-10" OC, IN FOUNDATION WALL FOR

NEW CHILLED WATER LINES. REFERENCE DETAIL 04/CS501.

GENERAL NOTES

KEYNOTES

A. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATIONS

01 00 00 GENERAL REQUIREMENT AND THE VHA COR.

B. REFERENCE SPECIFICATION 02 41 00 FOR DEMOLITION.

C. EXCAVATION AND BACKFILL WILL BE IN ACCORDANCE WITH 31 20 00

EARTHWORK.

XX

BUILDING 12

DO

RIS

M

ILL

ER

CI

RC

LE

BUILDING 15

PIV

EXISTING

PARKING

EXISTING

ASPHALT

PARKING

BUILDING

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text M

AutoCAD SHX Text s

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

CO

02/10/2020 RAG DJD

CS101

CIVIL SITE PLAN

N o r t h

SCALE: 1" = 20'

0 10' 20' 40' 60' 80'5'

CIVIL SITE PLAN

VEG 20.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

674A4-21-703

4800 MEMORIAL DRIVE, WACO, TX 76711

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: EHRM TRAINING AND ADMIN SPACE

SUPPORT

100% CONSTRUCTION

DOCUMENTS

LEGEND

EXISTING TREE TO REMAIN

PROTECT IN PLACE

NEW CONCRETE IMPROVEMENT

NEW XERIC PLANTING BED

CONSTRUCTION FENCE

EXISTING CURB AND GUTTER

EXISTING CHILLED WATER SUPPLY

EXISTING CHILLED WATER RETURN

NEW CHILLED WATER SUPPLY

NEW CHILLED WATER RETURN

ADD ALT

NEW LIGHT FIXTURE

1. NEW TRANSFORMER AND PAD. SEE 05/CS501 FOR PAD DETAILS.

REFERENCE ELECTRICAL DRAWINGS FOR TRANSFORMER.

2. CHILLED WATER SUPPLY AND RETURN LINES TO BUILDING 12 PER SPEC 33

10 00. SEE MECHANICAL DRAWINGS FOR BUILDING ENTRY POINT AND

BUILDING CONNECTION.

3. EXISTING CONNECTION VALVES FOR CHILLED WATER LOOP.

4. BACKFILL AND PATCH TRENCH TO MATCH EXISTING CONDITIONS. SEE

CIVIL DETAIL 01/CS501.

5. RE-STRIPE PARKING LOT AT DIMENSIONS SHOWN.

6. STRIPE (2) TWO VAN ACCESSIBLE PARKING STALLS AT 11'-0" WIDE WITH

5'-0" ACCESSIBILITY AISLES AND ACCESSIBILITY MARKINGS AS SHOWN.

7. REPLACE SIDEWALKS AT ENTRY STAIRS. SIDEWALKS SLOPES SHALL BE 3%

MAX LONGITUDINAL AND 2% MAX TRANSVERSE. WIDTHS OF SIDEWALK TO

MATCH EXISTING.

8. ADD NEW 6" CONCRETE PAD TO CONNECT STAIR LANDING TO SIDEWALK

PER SPECIFICATION 32 05 23.

9. SOD PER SPECIFICATION SECTION 32 90 00 WHERE TOPSOIL HAS BEEN

DISTURBED. SEE LANDSCAPE SHEETS FOR DETAILS.

10. PAINT RAIL ON EXISTING RETAINING WALL

11. RELOCATED PARKING STOP BLOCK.

12. INSTALL (2) NEW VAN ACCESSIBLE PARKING SIGN; REF 06/CS501.

13. XERIC PLANTING BEDS WITH CONCRETE RIBBON CURB EDGE. SEE

LANDSCAPE SHEETS FOR DETAILS.

14. FORMED AND HAND-POURED CONCRETE RIBBON CURB. TERMINATE CURB

AT EXISTING GRANITE STEPS. SEE SHEET CS501 FOR DETAILS.

15. ADD ALT #1

FURNISH AND INSTALL LIGHT POLE; REFERENCE ELECTRICAL DRAWINGS

AND SPEC 01 00 00

16. ADD ALT #2

FURNISH AND INSTALL LIGHT POLE; REFERENCE ELECTRICAL DRAWINGS

AND SPEC 01 00 00

GENERAL NOTES

KEYNOTES XX

A. FOR BACKFILL AND COMPACTION REFERENCE SPECIFICATION 32 20 11

EARTHWORK (SHORT FORM)

B. FOR SIDEWALK, FOOTINGS AND CONCRETE PADS; REF SPECIFICATIONS

03 30 53 CAST-IN-PLACE CONCRETE (SHORT FORM) AND 32 05 23 CEMENT

AND CONCRETE FOR EXTERIOR CONCRETE.

C. FOR PAVEMENT MARKINGS; REF SPECIFICATION 32 17 23.

BUILDING 12

BUILDING 15

EXISTING

PARKING

EXISTING

ASPHALT

PARKING

21 STALLS

@ 9.0' WIDE

19.0'

BUILDING

117 10

C

S

P l a n

N o r t h

T r u e

N o r t h

SCALE:

1" = 10'

5' 10' 20' 30' 40'2'-6"

ENLARGED PLAN - CONCRETE RIBBON CURB

10.5' R34.5'

BOC

7.5'

R44.75'

BOC

7.5'

10.5'

R44.75'

BOC

R34.5'

BOC

M

A A

CS501

CIVIL DETAILS

VEG 20.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

674A4-21-703

4800 MEMORIAL DRIVE, WACO, TX 76711

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: EHRM TRAINING AND ADMIN SPACE

SUPPORT

100% CONSTRUCTION

DOCUMENTS

SCALE: NO SCALE

UTILITY TRENCH DETAIL

SCALE: NO SCALE

TYPICAL CONCRETE SIDEWALK

SCALE: NO SCALE

ACCESSIBLE / VAN ACCESSIBLE PARKING SIGN

SCALE: NO SCALE

CONCRETE PAD - TRANSFORMER

NOTES:

1. ACCESSIBLE PARKING SIGN SHALL

CONFORM WITH CURRENT STATE & LOCAL

CODES AND REGULATIONS.

2. VAN ACCESSIBLE PARKING SIGN TO BE

USED IN VAN ACCESSIBLE SPACE ONLY, AS

INDICATED ON DRAWING WITH "VAN".

3500 P.S.I.

P.C. CONC.

6"Ø BOLLARD POST FILLED

WITH CONCRETE (PAINTED

TRAFFIC YELLOW)

TOP OF PAVEMENT

3"Ø GALV. STEEL POST.

10" x 12" VAN ACCESSIBLE PARKING SIGN, FASTEN WITH 2 - 3/8" Ø CADMIUM BOLTS, NUTS & LOCK WASHERS. THIS SIGN TYP.

AT ALL VAN ACCESSIBLE PARKING SPACES

12" x 18" ACCESSIBLE PARKING SIGN, FASTEN WITH 2 - 3/8" Ø CADMIUM BOLTS, NUTS & LOCK WASHERS. THIS SIGN TYP.

AT ALL ACCESSIBLE PARKING SPACES

5'-0"

3'-0"

2'-0"

3"

1'-4"

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE

DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT

EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE

CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF

APPROXIMATELY 15' OR AT A SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A

1/4" RADIUS.

5. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING

INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF

ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED PER SPEC 32 05 23.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR AT DISTANCE EQUAL TO

SIDEWALK WIDTH.

1" SCORED OR SAWCUT

CONTRACTION JOINT

TOP OF CURB

1/4" DEEP

SCORED JOINTS

1/4" R. (TYP.)

FORMED JOINTS

ONLY

CLASS "B"

CONCRETE

EXPANSION JOINT WITH 1/4"

BITUMINOUS JOINT FILLER

1% MIN.

2% MAX. 4"

M

IN

VARIES PER PLANS 0' MIN.

10.5' MAX.

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

3/1 6"

4" (T

YP

60' MAX

EXPANSION JOINT TO EXPANSION JOINT

60' MAX.

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP)

P

ER

PL

AN

S P

ER

PL

AN

S

PLAN

COMPACTED

GRANULAR FILL

1/2" CHAMFER

ON ABOVE

GRADE EDGES

COMPACTED FILL

PER 32 00 11

6"x6" NO. 6 PLACED

UNIFORMLY IN CENTER

OF CONCRETE

4"4"

NEW 300KVA

PAD-MOUNTED

TRANSFORMER

REF. TRANSFORMER SPECIFICATIONS

FOR DIMENSIONS AND LOCATION OF

CONDUIT TURN-UP

REFER TO

MANUFACTURERS

SPECS FOR

DIMENSIONS8" MIN. 8" MIN.

8" MIN.

8" MIN.

SECTION A - A

UTILITY TRENCH NOTES

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN

ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.

2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT ABOVE THE TOP OF PIPE AND SHALL BE

PER SPECIFICATION SECTION 31 20 11.

3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 11.

BENDS - PLAN

DEAD END - PLAN

TEE - PLAN

TYPICAL CROSS SECTION

5 4

TYP

THRUST BLOCK GENERAL NOTES:

1. CONCRETE SHALL BE 3,000 PSI MIN.

2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT FAIRLY DRY, THUS

MAKING THE CONCRETE WEDGE SHAPE MORE EASILY FORMED WITH THE

WIDEST PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL.

3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS.

4. ALL FITTINGS AND ACCESSORIES TO BE WRAPPED WITH 10 MIL

POLYETHYLENE PRIOR TO POURING BLOCKING.

5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN ON THE THRUST

BLOCKING SCHEDULE.

SIZE

OF PIPE 11 1/4°

BENDS

22 1/2° 45° 90°

TEE or

DEAD END

4"

6"

8"

12"

16"

20"

1.00

1.00

1.00

2.25

3.75

5.00

1.00

1.25

2.00

4.50

7.50

10.00

1.00

2.25

4.00

8.75

14.50

19.50

2.00

27.00

35.50

1.50

3.00

5.25

11.25

19.00

25.00

4.25

8.00

12.00

DETAIL NOTES:

1. BOND BREAKER 10 MIL POLYETHYLENE PLASTIC

2. FOR 250 PSI INTERNAL PIPE PRESSURE, MULTIPLY AREAS BY 1.4

3. MINIMUM BEARING SURFACE AREA - SQ. FT. (FOR 150 PSI INTERNAL PIPE)

BASED ON 3,000 PSF SOIL BEARING CAPACITY.

4. UNDISTURBED EARTH

5. BEDDING MATERIAL

6. 2/3 OD PIPE

SCALE: NO SCALE

CONCRETE THRUST BLOCKS

±1'-10"

SLOPE TRENCH PER OSHA.

TRENCH

BACKFILL

SOD TO MATCH

EXISTING SURFACE

IF TRENCH WALLS CANNOT BE

SLOPED, SHORE WALLS PER OSHA.

WARNING TAPE,

SEE SPECS.

4" C

W

4" C

W R

MIN. 12" BACKFILL

BETWEEN WARNING

TAPE AND PEA GRAVEL

AS NEEDED

NO 67 AGGREGATE

MIN. 6" BELOW AND 12" ABOVE

CORE DRILL THROUGH

FOUNDATION WALL;

DIAMETER 2" LARGER

THAN PIPE AND

INSULATION

2" POLYURETHANE

FOAM INSULATION WITH

HDPE JACKET

BACKER ROD

WATERPROOFING

SEALANT PER SPEC

SECTION 07 92 00

EXTERIOR WALL

CW LINE/RETURN

3'-6"

MIN1'-0"

1'

SUBGRADE COMPACTED

AS SPECIFIED

4" MIN CRUSHED BASE COURSE

COMPACTED AS SPECIFIED

4" CONCRETE SIDEWALK

WIDTH TO MATCH EXISTING

6"

12"

4" IRON PIPE;

WITH 2" INSULATION

PER SPEC 33 10 00

SCALE: NO SCALE

CONCRETE RIBBON CURB

6"

8"

NO GREATER

THAN 2"

#3 REBAR, 3" O.C.

DISTANCE TO

BUILDING WALL

VARIES

3" MIN CRUSHED BASE

COURSE, COMPACTED

AS SPECIFIED

UNDISTURBED

SUBGRADE

PLANTING SOIL;

PER SPEC 32 90 00

ORGANIC MULCH

PER SPEC 32 90 00

NOTES:

1. RIBBON CURB MUST BE FORMED AS SPECIFIED IN 31 05 23.

2. EXPANSION JOINTS 20' O.C.

2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS

GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR

LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.

4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE

COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS

GREATER. REFER TO VA STANDARD DETAIL 04/CS501 "UTILITY

TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE

IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.

2. TRENCH BACKFILL SHALL COMMENCE 1-FOOT ABOVE THE TOP OF PIPE AND SHALL BE

PER SPECIFICATION SECTION 31 20 11.

3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 11.

4. THE 1-FOOT TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES.

5. AGGREGATE BASE COURSE (ABC) SHALL BE PER GRANULAR BASE IN SPECIFICATION

31 20 11.

6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS

OF SECTION 32 05 23.

7. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT

IS LESS THAN 6 FEET AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE

EXISTING CONCRETE TO THE JOINT.

SCALE: NO SCALE

UTILITY TRENCH PATCH NOTES

ABC 100% MIN.

COMPACTION

1' MAX. TYP.

2'-6" MIN.

4'-00" MAX.

TACK COAT (TYP.)

EXISTING

PAVEMENT

TRENCH

BACKFILL

ASPHALTIC CONCRETE

SCALE: NO SCALE

UTILITY TRENCH PATCH NOTES

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ACCESSIBLE

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VAN

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PARKING

RESERVED

PIV

CU101

CIVIL UTILITY PLAN

N o r t h

SCALE: 1" = 20'

0 10' 20' 40' 60' 80'5'

CIVIL UTILITY PLAN

VEG 20.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

674A4-21-703

4800 MEMORIAL DRIVE, WACO, TX 76711

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: EHRM TRAINING AND ADMIN SPACE

SUPPORT

100% CONSTRUCTION

DOCUMENTS

EXISTING

ASPHALT

PARKING

LEGEND

CHILLED WATER

SUPPLY

CHILLED WATER

RETURN

ELECTRICAL LINE

TELECOM LINE

WATER LINE

SANITARY SEWER LINE

STEAM LINE

GAS LINE

STORM SEWER LINE

FIRE HYDRANT

UTILITY VALVE

STORM SEWER

MANHOLE

SANITARY SEWER

MANHOLE

ELECTRICAL MANHOLE

TELECOM MANHOLE

POST INDICATOR

VALVE

CLEAN-OUT

ADD ALT

NEW LIGHT FIXTURE

1. NEW 4" DUCTILE IRON PIPE, WITH 2" THICK INSULATION, CHILLED WATER

SUPPLY LINE TO BLDG 12 PER SPECIFICATION 33 10 00.

2. NEW 4" DUCTILE IRON PIPE, WITH 2" THICK INSULATION, CHILLED WATER

RETURN TO MAIN LOOP PER SPECIFICATION 33 10 00.

3. EXISTING 12" CHILLED WATER LOOP

4. EXISTING 6" AND 8" WATER LINES.

5. EXISTING STORM SEWER LINE.

6. EXISTING TELECOM/FIBER OPTIC LINE. REFERENCE TELECOM DRAWINGS

FOR DEMOLITION AND LOCATION OF NEW LINES.

7. EXISTING ELECTRICAL DUCTBANK. REFERENCE ELECTRICAL DRAWINGS

FOR DEMOLITION AND LOCATION OF NEW LINES.

8. EXISTING 6" SANITARY SEWER LINE.

9. EXISTING STEAM TUNNEL DISTRIBUTION SYSTEM.

10. EXISTING NATURAL GAS LINE.

11. EXISTING CW/CWR CONNECTION VALVE. CONTRACTOR TO POTHOLE

UTILITIES AND VERIFY MATERIAL TYPE AND SIZE.

12. ADD ALT #1

FURNISH AND INSTALL LIGHT POLE; REFERENCE ELECTRICAL DRAWINGS

AND SPEC 01 00 00

13. ADD ALT #2

FURNISH AND INSTALL LIGHT POLE; REFERENCE ELECTRICAL DRAWINGS

AND SPEC 01 00 00

GENERAL NOTES

KEYNOTES

A. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATIONS 01 00

00 GENERAL REQUIREMENT AND THE VHA COR.

B. DEMOLITION SHALL BE IN ACCORDANCE WITH SECTION 02 41 00.

EXCAVATION AND BACKFILL WILL BE IN ACCORDANCE WITH 31 20 11

EARTHWORK (SHORTFORM).

XX

BUILDING 12

BUILDING 15

PIV

NEW UTILITIES

EXISTING

ASPHALT

PARKING

BUILDING

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CO

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E