597-17-101 BID SET 100PCT_G_L_AS.pdf

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LEBANON VA MEDICAL CENTER

LEBANON, PA

VAMC PROJECT #: 595-17-101

PHYSICAL SECURITY IMPROVEMENTS

12/04/2020 GD MLH

GI001

NA

COVER SHEET

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

STATE DRIVE

LINDEN ROAD

STATE DRIVE

S. LINCOLN AVE.

N o r t h

View Name

1/8" = 1'-0"

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

DETAIL CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION, DETAIL, OR ELEVATION

SYMBOL IDENTIFIERS

DETAIL NAME

LETTER OR NUMBER DESIGNATOR

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR (MAY

NOT BE PRESENT IF CALLOUT

AND TITLE ARE ON DRAWINGS

WITHIN THE SAME DISCIPLINE)

A

A101

AE101

AE101

AE101

W-3

P2

RB3

DOOR NUMBER TAG

WALL TYPE TAG

WINDOW TYPE TAG

CENTER LINE

WALL FINISH TAG

Room name

A

COLUMN BUBBLE

ROOM TAG

WALL COLOR

BASE TYPE /

COLOR

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

DETAIL NUMBER

ON SHEET

SHEET NUMBER

SYMBOLS LEGEND

ABBREVIATIONS GENERAL NOTES

12/04/2020 GDD MLH

GI002

NA

GENERAL INFORMATION

BD BOARD

BFE BOTTOM FOOTING ELEVATION

BG BUMPER GUARD

BKT BRACKET

BLDG BUILDING

BM BEAM

BOT BOTTOM

BP BRICK PAVING

BR BRICK

BRG BEARING

BSMT BASEMENT

C CHANNEL

CAB CABINET

CANTL CANTILEVER

CAP CAPACITY

CAT CATEGORY

CCTV CLOSED CIRCUIT TELEVISION

CD COILING DOOR

CG COILING GRILLE

CGD CORNER GUARD

CH COAT HOOK

CJT CONTROL JOINT

CL CENTER LINE

CLS CLASS

CLG CEILING

CLR CLEAR

CM CONSTRUCTION MANAGER

CMU CONCRETE MASONRY UNIT

CO CASED OPENING

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONN CONNECT/-ED/-ION

CONST CONSTRUCTION

CONT CONTINUE/CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CP CARPET

CPT CARPET MODULE TILE

CR-1 CHAIR RAIL

CR-2 CRASH RAIL

CT CERAMIC TILE

CTR CENTER

CW CURTAIN WALL

CWR COLD WATER

CYL CYLINDER

D DEPTH OR DEEP

DEMO DEMOLITION

DEPR DEPRESSION

DBL DOUBLE

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DISP DISPENSER

DIST DISTRIBUTION

DIV DIVISION

DN DOWN

DP DATA PROCESSING

DR DOOR

DS DOWNSPOUT

DWG DRAWING

ELC ELECTRICAL CABINET

EC EPOXY COATING

EF EXHAUST FAN

EFTR EXISTING FINISH TO REMAIN

EJT EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMERG EMERGENCY

EO ELECTRICAL OUTLET

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST HOOD

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

EXT-P EXTERIOR PAINT

EXT-ST EXTERIOR STAIN

FA FIRE ALARM

FAP FIRE ALARM PANEL

FB FIRE BLANKET

FD FLOOR DRAIN

FDN FOUNDATION

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FGS FOAM GASKET SEAL

FH FIRE HOSE

FHV FIRE HOSE VALVE

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FL FLOW LINE

FP FIRE PROOFING

H HIGH

HB HOSE BIB

HD HAND DRYER

HDCP HANDICAP

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HPT HIGH POINT

HR HANDRAIL

HT HEIGHT

HTR HEATER

HVAC HEATING, VENTILATING,

AIR CONDITIONING

HW HOT WATER

HWD HARDWOOD

IC INTERCOM

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

ISO ISOLATION

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

KO KNOCK OUT

L LAVATORY

LB POUND

LCD LINEAR CEILING DIFFUSER

LF LINE FIGURED

LIN LINEAR

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMC LINEAR METAL CEILING

LOC LOCATION OR LOCATE

LPT LOW POINT

LS LAWN SPRINKLING

LT LIGHT

LTG LIGHTING

LVR LOUVER

LWC LINEAR WOOD CEILING

MAT MATERIAL

MAX MAXIMUM

MBD MARKER BOARD

MC MEDICINE CABINET

MCU MODULAR COOLING UNIT

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MRF MANUFACTURER

MH MANHOLE

MIL MILLIMETER

MN MINIMUM

MR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MONO MONOLITHIC

MPU MULTI- PURPOSE UNIT

MTD MOUNTED

MTL METAL

MTR MOTOR

MULL MULLION

PR PAIR

PRELIM PRELIMINARY

PRES PLASTIC RESIN

PRESS PRESSURE

PRIM PRIMARY

PROJ PROJECTION

PRV POWER ROOF VENTILATOR

PTC PAPER TOWEL CABINET

PTR PRINTER

PVC POLYVINYL CHLORIDE

R RADIUS

RI RISER

RA RETURN AIR

RB RESILIENT BASE/RUBBER BASE

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REIN REINFORCE/-ED/-ING

REM REMOVE

REQD REQUIRED

RET RETAINING

REVS REVERSE

REV REVISE

RF RESILIENT FLOOR

RFI REQUEST FOR INFORMATION

RH ROOF HATCH

RM ROOM

RO ROUGH OPENING

RS ROUGH SLAB

RSF RESILIENT SHEET FLOOR

RWC RAIN WATER CONDUCTOR

SI SINK

S STAIN

SCHED SCHEDULE

SD SHOWER DRAIN

SDR SMOKE DAMPER

SDISP SOAP DISPENSER

SFT STORE FRONT

SF SQUARE FOOT

SH SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SM SURFACE MOUNTED

SNC SANITARY NAPKIN CABINET

SND SANITARY NAPKIN DISPOSER

SP STANDPIPE

SPEC SPECIFICATIONS

SPR SINGLE PLY ROOF

SQ SQUARE

SQ YD SQUARE YARD

SR SERVICE RECEPTOR

SS SERVICE SINK

SST STAINLESS STEEL

STR STREET

ST STONE TILE

STC SOUND TRANSMISSION

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

T TOP

TAN TANGENT

TCAB TOWEL CABINET

TDR TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TG TONGUE & GROVE

THRES THRESHOLD

TOIL TOILET

TPH TOILET PAPER HOLDER

TR TREAD

TRANSF TRANSFORMER

TS TUBE SECTION

TV TELEVISION

TYP TYPICAL

U URINAL

UCT UNDERCUT

UCR UNDERCOUNTER

UFD UNDER FLOOR DUCT

UG UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

US UTILITY SHELF

UTIL UTILITY

VIF VERIFY IN FIELD

VC VALVE CABINET

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

WCV WALL COVERING

W WIDTH/WIDE

WF WIDE FLANGE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WG WALL GUARD

WH WALL HYDRANT

WHCH WHEELCHAIR

WHTR WATER HEATER

WPL WALL PANEL

WP WATERPROOF

WR WASTE RECEPTACLE

WS WEATHERSTRIP

WSCT WAINSCOT

WSF WELDED SEAM - RESILIENT

SHEET FLOORING

WDT WINDOW TREATMENT

WT WEIGHT

WW WOOD WINDOW

WWF WELD WIRE FABRIC

NA NOT APPLICABLE

NC NURSE CALL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NT NOTE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OP OPERABLE PARTITION

OPER OPERATOR

OPNG OPENING

OPP OPPOSITE

OFD OVERFLOW ROOF DRAIN

FRMG FRAMING

FSTOP FIRE STOPPING

FT FOOT/FEET

FTG FOOTING

FURR FURRING

GA GAUGE

GAL GALLONS

GALV GALVANIZED

GB GRAB BAR

GBM GRADE BEAM

GC GENERAL CONTRACTOR

GENL GENERAL

GENR GENERATOR

GL GLASS

GR GRADE

GRT GROUT

GWB GYPSUM WALLBOARD

GYP GYPSUM

P PAINT

PART PARTITION

PB PUSH BUTTON

PC PRECAST CONCRETE

PCD PAPER CUP DISPENSER

PED PEDESTAL

PLT PLATE

PROP PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLS PLASTER

PLW PLYWOOD

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

PROJECT NOTES

& AND

@ AT

AB ANCHOR BOLT

ACFL ACCESS FLOOR

ACOUS ACOUSTICAL

AD AREA DRAIN

ADJ ADJUSTABLE

ADJT ADJACENT

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AP ACCESS PANEL

APROX APPROXIMATE

ARCH ARCHITECTURAL

AT ACOUSTICAL CEILING TILE

AUTO AUTOMATIC

AWT ACOUSTICAL WALL TREATMENT

1. WORK WILL BE ACCOMPLISHED IN PHASES. CONTRACTOR SHALL WORK WITH THE VA COR

TO DETERMINE AVAILABILITY OF PROJECT AREAS AND PREFERRED SEQUENCING OF

WORK.

2. AFTER HOURS AND WEEKEND WORK WILL BE REQUIRED IN SELECT AREAS.

3. COORDINATE CONSTRUCTION TRAILER LOCATION AND LAY-DOWN AREA WITH VA COR.

4. CONTRACTOR AND ALL ON-SITE LABORERS SHALL COMPLY WITH THE SECURITY

REQUIREMENTS OUTLINED IN SPECIFICATION SECTION 01 00 00 "GENERAL

REQUIREMENTS", SECTION 1.4

5. BOULDERS USED AS TRAFFIC DETERRENTS SHALL BE A MINIMUM OF 3'-0";

- MINIMUM SPACING BETWEEN BOULDERS = 4'-0"

- MAXIMUM SPACING BETWEEN BOULDERS = 5'-0"

STRUCTURAL NOTES

PNL PANEL

CONCRETE

1. FOR DETAILED REQUIREMENTS AND SPECIFIED PRODUCTS SEE SPECIFICATIONS.

2. FOR REQUIRED FINISH AND PROTECTIVE COATING OF MATERIALS SEE SPECIFICATIONS.

3. ALL CONCRETE MATERIALS SHALL COMPLY WITH THE LATEST EDITION OF THE ACI 318 BUILDING CODE.

4. CAST-IN-PLACE CONCRETE:

A. ALL CONCRETE SHALL BE NORMAL WEIGHT UNLESS OTHERWISE NOTED, OR SPECIFIED.

B. CONCRETE DENSITY: NORMAL WEIGHT CONCRETE SHALL HAVE A UNIT WEIGHT OF 145 TO 155 PCF.

C. COMPRESSIVE STRENGTHS OF CONCRETE (28 DAY) AS FOLLOWS:

• FOUNDATION................................................4000 PSI MAX w/c = 0.40

• SLABS ON GRADE....................................... 4000 PSI MAX w/c = 0.45

• ALL OTHER CONC....................................... 3000 PSI MAX w/c = 0.40

D. AGGREGATE TO BE 3/4" OR LESS

E. WORKABILITY ADMIXTURES MAY BE USED, PROVIDED THAT BATCH PROPORTIONS ARE DETERMINED AS PRESCRIBED IN

THE SPECIFICATIONS.

F. AIR ENTRAINMENT FOR ALL EXTERIOR CONCRETE SHALL BE BETWEEN 4% TO 6%.

G. ALL CEMENT SHALL BE PORTLAND TYPE I OR II

5. ANY CONCRETE THAT FAILS TO MEET SPECIFICATIONS SHALL BE REMOVED & REPLACED AT THE EXPENSE OF THE

CONTRACTOR.

6. CONCRETE COVER REQUIREMENTS:

A. UNFORMED SURFACES IN CONTACT WITH EARTH................... 3"

B. FORMED SURFACES IN CONTACT WITH EARTH......................... 2"

C. CONCRETE NOT EXPOSED TO OUTSIDE WEATHER................... 1-1/2"

D. SLABS AND WALLS NOT EXPOSED TO WEATHER.................... 3/4"

E. CLEAR DISTANCE BETWEEN BARS................................................ 2"

7. REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY METAL PIPE, PIPE FLANGE, METAL CONDUIT OR OTHER METAL PARTS EMBEDDED IN CONCRETE. A MINIMUM CLEARANCE OF 2 INCHES SHALL BE PROVIDED.

8. EMBEDMENTS:

A. DOWELS, ANCHOR BOLTS, PIPES AND OTHER EMBEDDED ITEMS SHALL BE HELD SECURELY IN POSITION WHILE CONCRETE

IS BEING PLACED.

B. CONDUITS AND OTHER SIMILAR ITEMS EMBEDDED IN OR PENETRATING THROUGH CONCRETE SHALL BE HELD SECURELY

IN POSITION WHILE CONCRETE IS BEING PLACED.

C. CONDUITS AND OTHER SIMILAR ITEMS EMBEDDED IN OR PENETRATING THROUGH CONCRETE SHALL BE SPACED ON

CENTER NOT LESS THAN 3 TIMES THEIR OUTSIDE DIMENSION, BUT NOT LESS THAN 2-1/2" CLEAR. SUCH ITEMS SHALL NOT

EXCEED 1/3 OF THE MEMBER THICKNESS.

REINFORCING STEEL

1. ALL REINFORCING INCLUDING WWF SHALL BE DETAILED, BOLSTERED, & SUPPORTED TO COMPLY WITH ACI 315, "MANUAL OF

STANDARD PRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES" & CRSI RECOMMENDATIONS.

2. FOR CONCRETE MASONRY BLOCK, DETAIL REINFORCING IN ACCORDANCE WITH THE CURRENT ACI 530.

3. REINFORCING BARS SHALL NOT BE WELDED UNLESS SPECIFICALLY SHOWN ON DRAWINGS.

4. ALL REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60, Fy = 60 KSI MIN, U.N.O.

5. REINFORCING TO BE WELDED OR FIELD BENT SHALL BE ASTM A706, GRADE 60.

6. WELDING OF REINFORCING SHALL CONFORM TO AWS D1.4, USING PROPER LOW HYDROGEN ELECTRODES.

7. A706 BARS MAY BE SUBSTITUTED WITH A615 BARS IF MILL CERTIFICATIONS ARE SUBMITTED SHOWING ACTUAL YIELD

STRENGTH DOES NOT EXCEED SPECIFIED STRENGTH BY MORE THAN 18 KSI AND Ft ≥1.25Fy.

8. EPOXY COATED REINFORCING SHALL CONFORM TO ASTM A775 AND SHALL BE COATED PRIOR TO FABRICATION.

9. WELDED WIRE REINFORCING (WWR) SHALL CONFORM TO ASTM A185, GRADE 65. WWR SHALL LAP ONE FULL MESH AND

SHALL BE WIRED TOGETHER. WWR SHALL BE PLACED IN THE CENTER OF SLABS ON GRADE.

10. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A BAR BENDER ACCORDING TO ACI 350 BAR BEND RADIUS.

11. LAP ALL HORIZONTAL BARS AT CORNERS, INTERSECTIONS AND SPLICES.

12. AT LOCATIONS WHERE ALL REINFORCING WITHIN A STRUCTURAL ELEMENT WILL BE SPLICED, THE SPLICES SHALL BE

STAGGERED.

13. DOWELS FOR WALL AND COLUMNS SHALL BE THE SAME SIZE AND SPACING AS THE WALL OR COLUMN REINFORCING, UNO.

14. AT ENDS OF BEAMS, SLABS, JOINS, WALLS AND GRADE BEAMS, TERMINATE TOP REINFORCING WITH STANDARD HOOKS

UNLESS SHOWN OTHERWISE ON THE CONSTRUCTION DOCUMENTS.

15. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS.

16. BARS SHALL BE TIED SECURE PRIOR TO PLACEMENT OF CONCRETE TO MAINTAIN PROPER PLACEMENT AFTER CONCRETE IS

IN PLACE.

17. THE CONTRACTOR SHALL DESIGN ALL FORMS AND SUPPORTING SHORES IN CONFORMANCE WITH ACI 347.

STRUCTURAL FASTENERS

1. MECHANICAL EXPANSION ANCHORS: WEDGE-TYPE, AISI 304 STAINLESS STEEL.

2. CHEMICAL ADHESIVE ANCHORS: AISI 304 STAINLESS STEEL BOLT ASSEMBLY AND VINYL ESTER RESIN ADHESIVE.

3. ANCHOR RODS SHALL CONFORM TO ASTM F1554, UNLESS NOTED OTHERWISE.

4. COLUMN ANCHOR BOLTS: ASTM F1554.

5. GALVANIZED STRUCTURAL STEEL:

A. STRUCTURAL SHAPES AND RODS ASTM A123

B. BOLTS, FASTENERS AN HARDWARE ASTM A153

STRUCTURAL STEEL

1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE "STEEL CONSTRUCTION MANUAL", LATEST

EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) INCLUDING SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, SPECIFICATION FOR STRUCTURAL JOISTS USING ASTM A325 OR A490 BOLTS, AND AISC CODE OF STANDARD

PRACTICE.

2. THE GENERAL CONTRACTOR AND STEEL ERECTOR SHALL NOTIFY THE COR OR ANY FABRICATION OR ERECTION ERRORS OR

DEVIATIONS AND RECEIVE WRITTEN APPROVAL BEFORE ANY FIELD CORRECTIONS ARE MADE.

3. SUBMIT SHOP DRAWINGS FOR FABRICATION AND ERECTION OF STRUCTURAL STEEL. CLEARLY INDICATE COORDINATED DIMENSIONS. SHOP AND ERECTION DRAWINGS SHALL SHOW ALL SHOP/FLOOR AND FIELD WELDS. INITIAL SHOP DRAWING SUBMITTAL SHALL INCLUDE PROPOSED CONNECTION DETAILS AND JOB STANDARDS. PROVIDE SIGNED AND SEALED

CALCULATIONS FOR ALL NON-STANDARD CONNECTION DETAILS SHOWING DESIGN CAPACITIES.

4. CUTS, HOLES, COPING, ETC. REQUIRED FOR OTHER TRADES OR FIELD CONDITIONS SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE IN THE SHOP. CUTTING OR BURNING OR MAIN STRUCTURAL MEMBERS IN THE FIELD WILL NOT BE

PERMITTED WITHOUT WRITTEN AUTHORIZATION FROM STRUCTURAL ENGINEER.

5. ALL MEMBERS SHALL BE ERECTED WITH NATURAL MILL CAMBER OR INDUCED CAMBER UP, U.N.O

6. STEEL MEMBERS SHOWN ON PLAN SHALL BE EQUALLY SPACED UNLESS NOTED OTHERWISE.

7. GUYS AND OTHER BRACING REQUIRED TO PROVIDE LATERAL STABILITY TO STEEL FRAME SHALL BE ADEQUATELY SIZED

AND ANCHORED. THIS BRACING SHALL REMAIN UNTIL PERMANENT BRACING ELEMENTS AND ATTACHED CONSTRUCTION IS

INSTALLED.

8. SEE ARCHITECTURAL AND MEP DRAWINGS FOR ADDITIONAL STEEL.

9. CONTRACTOR SHALL MEET OSHA REQUIREMENTS.

10. ALL EXTERIOR STRUCTURAL STEEL SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123 AND A153 OR PAINTED WITH A HIGH

PERFORMANCE PAINT SYSTEM PER PROJECT SPECIFICATIONS.

11. PROVIDE 1/4" CAP PLATES ON ALL EXPOSED HSS MEMBER ENDS UNLESS NOTED OTHERWISE.

12. STRUCTURAL STEEL MINIMUM YIELD STRENGTH

A. TUBE STEEL: A500 GRADE B STEEL (Fy = 46 KSI) B. WIDE FLANGE SECTIONS: A992 STEEL (Fy = 50 KSI) C. CHANNELS AND ANGLES: A36 STEEL (Fy = 36 KSI) D. PLATES: A36 STEEL (Fy = 36 KSI)

E. BOLTS: A325

F. ANCHOR BOLTS: A307 OR A36

EXISTING CONDITIONS

1. ALL DIMENSIONS, ELEVATIONS AND PHYSICAL CONDITIONS SHOWN ON THE DRAWINGS FOR EXISTING

STRUCTURES ARE BASED ON LIMITED FILED INSPECTIONS OR OTHER AVAILABLE SOURCES. SUCH DEPICTIONS OF EXISTING CONSTRUCTION ARE INTENDED TO BE GENERAL, APPROXIMATE AND LIMITED TO THOSE AREAS FOR WHICH WORK IS REQUIRED, AND ARE PROVIDED ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. PRIOR TO BIDDING, CONDUCT A CAREFUL EXAMINATION OF EXISTING CONDITIONS AT THE

SITE APPLICABLE TO THE WORK.

2. THE EXACT EXTENT OF THE CONSTRUCTION WORK CANNOT BE NECESSARILY OR ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO THE CONSTRUCTION DETAILS, MATERIAL QUANTITIES AND EXTENT OF THE MODIFICATION WORK SHOWN ON

CONTRACT DRAWINGS. PERFORM THE WORK TO MEET FIELD CONDITIONS ENCOUNTERED.

3. EXAMINE AND FIELD VERIFY ALL EXISTING AND GIVEN DIMENSIONS AND CONDITIONS PRIOR TO COMMENCEMENT OF THE WORK AND FABRICATION OF CONSTRUCTION MATERIALS. REPORT VARIANCES FROM THE DRAWINGS AND SPECIFICATIONS AND POTENTIAL INTERFERENCES PROMPTLY TO THE COR.

INCORPORATE ACTUAL FIELD CONDITIONS AND DIMENSIONS IN THE WORK AND INDICATE CHANGES AND

ADJUSTMENTS ON DRAWINGS SUBMITTED FOR APPROVAL.

CONSTRUCTION OPERATIONS

1. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE (COR) OF ANY CONFLICT ON CONTRACT DRAWINGS

DURING BID. IN CASE OF CONFLICT IN THE CONTRACT DRAWINGS OF THE PROJECT SPECIFICATIONS. THE

MOST STRINGENT REQUIREMENT SHALL APPLY.

2. AFTER THE AWARD OF THE CONTRACT, THE CONTRACTOR MAY NOT SUBMIT ANY CLAIM ALLEGING INSUFFICIENT DATA, INCORRECTLY ASSUMED CONDITIONS, OR MISUNDERSTANDING WITH REGARD TO MATTERS FOR WHICH NO SUCH CLARIFICATION WAS SOUGHT DURING THE BIDDING PHASE OF THE PROJECT, AS DESCRIBED FURTHER IN THE GENERAL CONDITION CONTRACT.

3. ASSUME AN ABSOLUTE OBLIGATION TO PROTECT EXISTING STRUCTURES AND EQUIPMENT, NEW WORK AND THE GENERAL PUBLIC FROM DAMAGE, LOSS OR INJURY RESULTING FROM THE CONTRACTOR'S OPERATIONS.

IN THE EVENT OF SUCH DAMAGE OR LOSS, PROMPTLY REPLACE OR RESTORE THE WORK TO AN EQUIVALENT

QUALITY TO THE SATISFACTION OF THE COR AND NO EXPENSE TO THE VA.

4. REMOVE TO THE EXTENT INDICATED AND PROPERLY DISPOSE OF EXISTING STRUCTURES AND MATERIALS

TO BE DEMOLISHED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.

5. EXCAVATIONS WHICH MAY UNDERMINE EXISTING STRUCTURES TO REMAIN SHALL BE BRACED BY A SUITABLE EXCAVATION SUPPORT SYSTEM DESIGNED IN ACCORDANCE WITH THE SPECIFICATIONS AND APPROVED BY THE ENGINEER. DESIGN SHALL BE APPROVED BY A QUALIFIED PROFESSIONAL ENGINEER

CURRENTLY REGISTERED IN THE STATE OF WHICH THE PROJECT IS LOCATED.

6. ALL WORK SPECIFIED HEREIN SHALL BE INSPECTED IN ACCORDANCE WITH THE BUILDING CODE AND ALL LOCAL ORDINANCES. THE COR MAY VISIT THE SITE TO ASCERTAIN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. SUCH SITE VISITS ARE NOT TO BE CONSTRUED AS MEETING ANY INSPECTION

REQUIREMENTS UNLESS THE COR SPECIFICALLY STATES SO IN WRITING.

7. RFI & RFC ARE REQUIRED TO BE COMMUNICATED FORMALLY AND IN WRITING TO THE COR AS PROVIDED IN THIS GENERAL NOTES. THE PURPOSE OF THIS POLICY IS TO AVOID COMMUNICATION WITH UNAUTHORIZED PERSONS AND TO MINIMIZE MISINFORMATION AND SPECULATION. THE COR WILL NOT RECOGNIZE AND CANNOT BE OBLIGATED TO ANY REQUEST THAT HAS NOT BEEN COMMUNICATED IN THE MANNER SET FORTH ABOVE. THE COR CANNOT BE RESPONSIBLE FOR ANY MISCOMMUNICATION OR MISINFORMATION OBTAINED

IN VIOLATION OF THIS POLICY AND RESERVES THE RIGHT TO REJECT.

SELECTIVE DEMOLITION NOTES

1. CONDUCT DEMOLITION OPERATION TO PREVENT INJURY TO PERSONS AND DAMAGE TO ADJACENT

STRUCTURES, FACILITIES AND SITE IMPROVEMENTS TO REMAIN. ENSURE SAFE PASSAGE OF PERSONS AROUND SELECTIVE DEMOLITION AREA. LOCATE AND RE-ROUTE ANY EXISTING UTILITY PRIOR TO STARTING

THE WORK.

2. DEMOLISH AND REMOVE EXISTING CONSTRUCTION TO THE EXTENT INDICATED IN THE CONSTRUCTION DOCUMENTS, OR AS OTHERWISE NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. USE METHODS

REQUIRED TO COMPLETE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS.

3. PROMPTLY PATCH AND REPAIR DAMAGED SURFACES IN ADJOINING CONSTRUCTION TO REMAIN, WHICH ARE

CAUSED BY SELECTIVE DEMOLITION OPERATIONS.

4. THE VA WILL USE AND OCCUPY PORTIONS OF THE FACILITY AND SITE IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION AREA. CONDUCT SELECTIVE DEMOLITION SO THAT VA OPERATIONS WILL NOT BE DISRUPTED. PROVIDE NOT LESS THAN 72 HOURS NOTICE TO THE COR OF ACTIVITIES THAT WILL AFFECT VA

OPERATIONS.

5. THE VA ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITIONS OF COMPONENTS AND SITE ELEMENTS TO

BE SELECTIVELY DEMOLISHED.

6. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS OFF-SITE. DO NOT PERMIT DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. TRANSPORT DEMOLISHED MATERIALS OFF THE VA PROPERTY AND DISPOSE OF IN A

SAFE AND LAWFUL MANNER.

GENERAL NOTES

1. DO NOT SCALE DRAWINGS. USE SHOWN DIMENSIONS ONLY. VERIFY ALL DIMENSIONS PRIOR TO START OF

WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE COR AND OBTAIN RESOLUTION BEFORE PROCEEDING.

2. ALL SLEEVES, OPENINGS, ETC. FOR CONDUIT, PIPES, DUCTS, ETC. (OUTSIDE OF RATED CHASES) THROUGH FLOOR SLABS, SMOKE PARTITIONS AND RATED PARTITIONS ARE TO BE FIRE SEALED IN ACCORDANCE WITH

FIRE RATED ASSEMBLY DESIGNS, APPLICABLE CODES AND FIRE MARSHALL'S REQUIREMENTS.

3. PROVIDE ALL BLOCKING AND ANCHORAGE, AS NECESSARY, FOR PROPER INSTALLATION OF WALL HUNG OR

WALL MOUNTED EQUIPMENT FIXTURES.

4. ADDITIONAL PLAN INFORMATION IS SHOWN ON LARGER SCALE PLANS WHERE INDICATED BY KEYED

REFERENCE. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.

5. THE LIST OF ABBREVIATIONS IS SHOWN AS A GUIDE ONLY AND DOES NOT NECESSARILY INCLUDE ALL

ABBREVIATIONS USED. OTHER ABBREVIATIONS MAY BE FOUND AMONG THE DRAWINGS.

6. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A SIMILAR DETAIL TO THE COR FOR GUIDE AND APPROVAL. UFC 3-600-01, NFPA 101 AND 5000.

7. THE LETTERS I, O AND Q ARE NOT USED TO INDICATE SECTIONS OR ELEVATIONS.

2'-

"3'- 6"

16'-4"11'-6" V.I.F.

01/22/2021 GDD MLH

LD101

NA

LANDSCAPE DEMOLITION PLAN

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

LANDSCAPE DEMOLITION

P l a n

N o r t h

T r u

N o r t h

A. REFER TO AS001 FOR SITE LOCATION.

EXISTING CURB AND SIDEWALK TO REMAIN

SAW CUT AND REMOVE

EXISTING SIDEWALK

EXISTING CURB AND ASPHALT

ROADWAY TO REMAIN

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

DEMOLITION DETAIL

REMOVE COLUMN BASE BOARDS,

ALL FOUR SIDES; TYP (2) LOC

CUT AND REMOVE DOWNSPOUT COVER TO 34" ABOVE

GRADE, DOWNSPOUT PIPING TO REMAIN; TYP (2) LOC

CUT AND REMOVE SPRINKLER TEST AND DRAIN

LINE (INSIDE COLUMN) TO ~42" ABOVE GRADE

EXISTING COLUMN ACCESS PANEL TO REMAIN

EXISTING SPRINKLER TEST AND DRAIN LINE

(INSIDE COLUMN), TO REMAIN

PATCH HOLE IN BLOCK VENEER

REMOVE SECTION OF

EXISTING CURB AT NEW

SIDEWALK LOCATION

EXISTING MANHOLE

COVER TO REMAIN

LD101

PROTECT EXISTING PIV

DURING DEMOLITION

PROTECT EXISTING TREE

DURING DEMOLITION

EXISTING CURB AND ASPHALT

ROADWAY TO REMAIN

PROTECT EXISTING TREE

DURING DEMOLITION

EXISTING LAMPPOST

TO REMAIN

REMOVE EXISTING SOD, TYP;

RE: SPECIFICATION 32 90 00

PROTECT EXISTING FIRE

CONNECTION DURING

DEMOLITION

REMOVE EXISTING SOD, TYP;

RE: SPECIFICATION 32 90 00

SL

OP

E

DO

W N

~1 :50

LE

VE

L W / S

TR

EE

T

SLOPE DOWN

1:20

LE

VE

L W / D

RI

VE

W

AY

8'-0"

7'- 0"

EQ EQ EQ EQ

11'-4"

8'-0"

11'-4"

7'- 0"

12'-0" MIN.

6'- 0"

6'- 0"

8'-0"

MIN

8'-0"

MIN

1'-0"1'-0"

01/22/2021 GDD MLH

LS101

1 & 104

LANDSCAPE SITE PLAN

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i 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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

LANDSCAPE SITE PLAN - ENTRY PLANTERS

P l a n

N o r t h

T r r t h

A. REFER TO AS001 FOR SITE LOCATION.

4A

LS101

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

ENTRY PLANTER - SECTION ELEVATION

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

ENTRY PLANTER - NORTH ELEVATION

L-501

PRECAST CONCRETE CAP AND CORNER PIECES

FROM SAME MANUF; CHAMFER CORNERS 1" IN

FIELD, TYP

4" 2'-

8"

1'- 4"

L-501

ALIGN WALL FOUNDATION WITH

BACK OF EXISTING CURB; TYP

NEW POST TOP LIGHTS, TYP 2 PLCS;

RE: ELECTRICAL FOR ADDITIONAL INFORMATION

INSTALL TRUNCATED DOME TILES

AT CURB EDGE, TYP

NEW 4" THICK CONCRETE SIDEWALK, TYP;

SEE SPECIFICATION SECTION 32 05 23

EXISTING CURB AND SIDEWALK TO REMAIN

NEW POST TOP LIGHTS;

RE: ELECTRICAL FOR

ADDITIONAL INFORMATION

EXISTING COLUMN ACCESS HATCH

EXISTING CONCRETE CURB AND

ASPHALT DRIVE TO REMAIN

1'- 4"

4"

EXISTING ASPHALT DRIVE TO REMAIN

TRUNCATED DOME TILES

EXISTING SPRINKLER TEST

AND DRAIN LINE

(INSIDE COLUMN VOID)

EXISTING COLUMN FOUNDATION AND

FOOTING, BEYOND

PLANTER FOUNDATIONS AND

FOOTINGS, TYP

EXISTING DOWNSPOUT COVER

TO REMAIN, TYP

PLANTER BRICK VENEER TO MATCH

EXISTING COLUMN, TYP

L-501

LS101 SIM

OPP

LEVEL W/ ROADWAY

SLOPE DOWN

~1:50

HI

GH

P

OI

NT

HIGH POINT

LS101

LOW POINT

1'- 4"

4"

TRUNCATED DOME TILES

LEVEL W/ ROADWAY

SLOPED CURB BEYOND

NEW POST TOP LIGHTS;

RE: ELECTRICAL FOR

ADDITIONAL INFORMATION

EXISTING SPRINKLER TEST

AND DRAIN LINE

(INSIDE COLUMN VOID)

EXISTING DOWNSPOUT COVER

TO REMAIN, TYP

NEW SLOPED CONCRETE WALK AND CURB

COORDINATE NEW CONCRETE WALK WITH

EXISTING MANHOLE

PROTECT EXISTING VAULT ACCESS

AND SIAMESE CONNECTION DURING

CONSTRUCTION

LS101

L-501

PROTECT EXISTING PIV

DURING CONSTRUCTION

PROTECT EXISTING

TREE DURING

CONSTRUCTION

PROTECT EXISTING

TREE DURING

CONSTRUCTION

'-0

1'-0"

PI

V

01/22/2021 GDD MLH

LP101

1 & 104

LANDSCAPE PLANTING PLAN

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i 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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

PLANTING PLAN

P l a n

N o r t h

T r r t h

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

ENTRY PLANTER - NORTH ELEVATION

AS104

4B

AMEND TOPSOIL TO A DEPTH OF 6" AS

NECESSARY TO MEET REQUIREMENTS

OF SPECIFICATION SECTION 32 90 00

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

ENTRY PLANTER - PLANTING PLAN

LP101

2 SIM

OPP

01/22/2021 GDD MLH

L-501

NA

LANDSCAPE DETAILS

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i 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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

A. REFER TO AS001 FOR SITE LOCATION.

SCALE: 3/4" = 1'-0"

4" 8" 1'0 2' 3' 4' 5'

PLANTING BED - SECTION

3'- 4"

2'- 3"

1'-0"

AA

SECTION A-A

ADJACENT SIDEWALK

PROVIDE AND INSTALL 14" PRECAST RIDGED

CONCRETE CAP IN 3'-0" LENGTHS WITH

PREFORMED CORNERS FROM SAME MANUF;

MIN 1" OVERHANG BOTH SIDES, TYP;

EASE/CHAMFER CORNERS IN FIELD, RE: 1/LS101

PLANTER BEYOND

VERT #4 REINFORCING @ 18" OC,

TERMINATE 3" BELOW BRICK LEDGE, TYP

1'- 3"

8"

#4 @ 5" EW TOP & BOTTOM

4"

SCALE: 3/4" = 1'-0"

4" 8" 1'0 2' 3' 4' 5'

PLANTING BED - SECTION

GRAVEL FILL, 4" DEEP

HIGH QUALITY PLANTING SOIL, 14" DEEP,

MIN. 4" BELOW CONCRETE CAP,

RE: SPECIFICATION SECTION 32 93 00

4" - 8" RIP RAP, 18" DEEP

LANDSCAPE FABRIC, TYP

1'-0"

ADJACENT ASPHALT DRIVEWAY

BRICK TO MATCH COLUMN, APPLY

SEALANT TO EXPOSED FACES, TYP

MODIFY EXISTING SPRINKLER TEST AND

DRAIN LINE (INSIDE COLUMN) TO DRAIN

@ 36" ABOVE GRADE; SEAL AROUND PIPE

NEW CONCRETE CURB

HIGH QUALITY PLANTING SOIL, 12" DEEP;

MINIMUM 4" BELOW ACCESS HATCH;

RE: 1/L-501

PROVIDE RIP RAP BASE LAYER; RE: 1/L-501

PROVIDE AGGREGATE LAYER; RE: 1/L-501

4" MI

N

EXISTING DOWNSPOUT DRAIN PIPING TO

REMAIN; PROVIDE SLEEVE THROUGH

FOUNDATION AS REQUIRED, TYP

3'- 4"

EXISTING DRAIN VALVE TO REMAIN

8"

2'-4"

2'- 8"

4"

1'- 6"

4" 1'-

2"

4" MI

N

4" 8"

PROVIDE AGGREGATE LAYER; RE: 1/L-501

EXISTING DOWNSPOUT COVER TO REMAIN

HIGH QUALITY PLANTING SOIL, 12" DEEP,

MIN. 2" BELOW CONCRETE CAP,

RE: SPECIFICATION SECTION 32 93 00

2" MI

N

12" CAST IN PLACE CONCRETE FOUNDATION

WALL WITH 4" BRICK LEDGE

2" - 3" LAYER OF ORGANIC MULCH

RE: SPECIFICATION SECTION 32 93 00

2"- 3" LAYER OF ORGANIC MULCH;

RE: SPECIFICATION SECTION 32 93 00

#4 @ 5" EACH WAY, TOP AND BOTTOM, TYP

#4 @ 18" O.C. EACH FACE, TYP

DEPTH OF NEW FOOTINGS SHALL NOT

EXCEED THE DEPTH OF THE EXISTING

COLUMN FOOTING, TYP; V.I.F.

#4 STIRRUPS @ 12" O.C.;

ONLY AT SPAN BETWEEN FOOTINGS,

2 LOCATIONS

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

PLANTING BED - FOOTING AND FOUNDATION PLANS

2'- 4"

5'- 2"

3'- 2"

8'- 4"

2'-4" 5'-8" 4'-8"

12'-8"

2'-4" 2'-4" 2'-4" 2'-4"

2'- 4"

2'-

3'-

2"

8'- 4"

6'- 0"

3'-4"

5'- 0"

1'- 6"

1'- 0"

3'- 6"

1'-0" 6'-4" 3'-0"

11'-4"

1'-0" 3'-0" 3'-0"

1'-0"

1'- 0"

5'- 0"

1'- 0"

5'- 0"

1'- 0"

3'-4"

3'- 8"

8" 1'-

0"

1'-0"

SCALE: NO SCALE

PLANTING BED - FOOTING AND FOUNDATION AXON

15"x28" CAST IN PLACE

CONCRETE FOOTING, TYP

(E) CONCRETE FOOTING

AND COLUMN, TYP

8" FOUNDATION WALL

TO 5'-3" ABOVE FOOTING

CONT 4" BRICK LEDGE

@ 2'-7" ABOVE FTG, TYP

8" FOUNDATION WALL

AND BRICK LEDGE TO

3'-11" ABOVE FOOTING

APPLY BITUMINOUS DAMPPROOFING TO

FOUNDATION WALLS DOWN TO FOOTINGS, TYP

APPLY BITUMINOUS DAMPPROOFING TO (E)

COLUMN AND FOUNDATION, TYP

APPLY BITUMINOUS DAMPPROOFING TO

FOUNDATION WALLS DOWN TO FOOTINGS, TYP

SCALE: NO SCALE

PLANTING BED - FOOTING AND FOUNDATION AXON

L-501

L-501

L-501

L-501

CAST IN PLACE

CONCRETE FOOTING, TYP

CAST IN PLACE

FOUNDATION WALL, TYP

APPROXIMATE LOCATION

OF GRADE, TYP

CAST IN PLACE

BRICK LEDGE, TYP

CAST IN PLACE

CONCRETE FOOTING, TYP

CAST IN PLACE

FOUNDATION WALL, TYP

APPROXIMATE LOCATION

OF GRADE, TYP

CAST IN PLACE

BRICK LEDGE, TYP

GRADE BEAM TO SPAN

(E) DRAIN PIPE

GRADE BEAM TO SPAN

(E) COLUMN FOOTING

14"

MIN

'-0

4" 8"

2'- 7"

2'- 0"

1'- 5"

2'-3"

14'-11"

EXTEND FOOTING TO

SUPPORT LIGHT POST

BASE ABOVE;

MIN 3" CLEAR ON ALL SIDES

FOOTING EXTENSION FOR

LIGHT POST BASE SUPPORT

DN

LOADING DOCK

EXISTING

STATE DRIVE

NO PARKING

NO PARKING

NO PARKING

NO PARKING

TRANSFORMER

EXISTING PARKING LOT

EXISTING PARKING LOT

EXISTING

PARKING LOT

EXISTING MOTOR POOL

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

BUILDING

BUILDING

BUILDING25

STATE DRIVE

STATE DRIVE

STATE DRIVE

EXISTING SCHOOL

PAVILION

EXISTING

PARKING LOT

18B

EXISTING

PARKING LOT

18A

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

18C

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

BU

ILD

IN

G

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BLDG

BUILDING

BUILDING

BUILDING

BL

DG

4BUILDING

BUILDING

BUILDING

BUILDING

BUILDING 124

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING 99

Modular Trailers

BUILDING27

BUILDING

BU

ILD

IN

G

BU

ILD

IN

G

BUILDING

BUILDING

BU

ILD

IN

G

BUILDING

BUILDING

BUILDING17

SCALE:

1" = 100'

50' 100' 200' 300' 400'25'

PROJECT WORK AREAS

12/04/2020 GDD MLH

AS001

NA

ARCHITECTURAL SITE PLAN WITH

PROJECT WORK AREAS

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

P l a n

N o r t h

T r r t h

AS105

AS103

AS101

AS106

AS107

AS102

AS104

AS102

AS103

AS107

AS105

ES101

ES101

ES103

ES103

ES104

ES102

ES102

ES104

EI107

ES108

ES108

ES109

'-2

V.

I.F

9'- 7"

V.

I.F

'-6

V.

I.F

'-0

V.

I.F

8'-6 1/2" V.I.F.

8'-1" V.I.F.

12/04/2020 GDD MLH

AD101

DEMOLITION - VEHICLE BARRIERS

AND FENCE

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

KEYNOTES:

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

VEHICLE BARRIERS AND FENCE

REMOVE EXISTING CHAIN LINK FENCE, GATES AND POSTS

REMOVE EXISTING BOLLARDS AND CONCRETE DRIVE

BU

ILD

IN

G

P l a n

N o r t h

T r r t h

A. REFER TO AS001 FOR SITE LOCATION.

B. PHYSICAL SECURITY FOR BUILDING 136 SHALL BE

MAINTAINED DURING CONSTRUCTION ACTIVITIES. FENCE

SHALL BE REPLACED IN SECTIONS AND OPENINGS

SECURED AGAINST VEHICLE AND PEDESTRIAN ACCESS

AT ALL TIMES.

BUILDING

BUILDING 2

BUILDING

50' -0"

APPROX

56'-0"

APPROX

'-2

25'-0"V.I.F.

12/04/2020 GDD MLH

AS101

EMERGENCY/DELIVERY GATE

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i 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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

KEYNOTES:

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

EMERGENCY/DELIVERY GATE

PROVIDE AND INSTALL JUMBO PENNSYLVANIA MOUNTAIN

BOULDERS OR APPROVED EQUAL (36" MIN); SET IN ROCK BED OF

3"-5" DELAWARE RIVER STONE OR APPROVED EQUAL (MIN 6"

DEPTH x 48" WIDTH), TYP

PROVIDE AND INSTALL MOTORIZED LIFT GATE; RE: 5/E-502 FOR

LOOP DETAIL; RE: SPEC 11 12 00 - PARKING CONTROL EQUIPMENT

PROVIDE AND INSTALL GATE CONTROL MODULE;

RE: ES101 AND E-501

(E) PLANTING BED, TO REMAIN

PROVIDE AND INSTALL CLOSED-CIRCUIT CAMERA, MOUNT TO

EXISTING LIGHT POLE, 24" BELOW EXISTING LIGHT FIXTURE;

RE: E-504

EXISTING ELECTRICAL PANEL FOR GATE, CONTROLLER AND

CAMERA; RE: ES101 AND E-503.

EXISTING LIGHT POLE TO REMAIN

GATE ACCESS CONTROL LOOPS, RE ELECTRICAL DRAWINGS

P l a n

N o r t h

T r r t h

A. REFER TO AS001 FOR SITE LOCATION.

1 3

AS101

SCALE: 1" = 1'-0"

3" 6" 1' 2' 4'0

MOTORIZED LIFT GATE - DETAILS

BUILDING

3'- 6"

1'-11" 1'-8"

3'- 3"

2'-0"

1'- 8"

1'- 1 3

/4"

4'- 3"

9 3 /4"

BASE SECTION FRONT ELEVATION

PLAN VIEW PLAN VIEW

3/4" BOLT HOLE

7" X 11" ELEC ACCESS PANEL

1'-3 3/8" 1'-0 1/2"

1'- 3 3

/8"

1'- 0 1

/2"

4'- 0"

1'-8"

SECTION A-A SECTION B-B

(3) #5 REBAR

EACH FACE

#4 REBAR @ 8" MAX

AA

BB

PL 12x12x1" W/ 4 x 3/4" ANCHOR

BOLTS, 12" MIN EMBEDMENT

1 3/4"

TYP

(3) #5 REBAR

EACH FACE

#4 REBAR

@ 8" MAX

SCALE: 1 1/2" = 1'-0"

4" 8" 2' 3'0 1'

LANDSCAPE STONE AND BOULDER DETAIL

BOULDER AND LANDSCAPING STONE

PER PLAN

WEED CONTROL FABRIC, TYP;

RE: SPEC 32 90 00 - PLANTING

STEEL EDGING, TYP;

RE: PER SPEC 32 90 00 - PLANTING

2'- 4"

MI

N

8" TY

P

4'-0"

TYP

3'- 0"

MI

N

HSS 4x4x1/4

26'-3"

'-0

8'-1" 8'-0" 7'-1"

4'-0"

MAX

4'-0"

MAX

2'-0"

12/04/2020 GDD MLH

AS102

18 & 24

FENCING AROUND AIR HANDLER

AND PATIENT DROP-OFF BARRIER

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i 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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

KEYNOTES:

PROVIDE AND INSTALL 8'-0" CHAIN LINK FENCE WITH

PRIVACY SCREEN TO MATCH EXISTING ADJACENT

ENCLOSURE; RE: SPEC SECTION 32 31 13.

PROVIDE AND INSTALL 3/8" MINUS WASHED DELAWARE

RIVER STONE OR APPROVED EQUAL (MIN 4" DEPTH)

INSIDE ENCLOSURE AND EXTEND 1'-0" BEYOND FENCE

WITH STEEL EDGING AND WEED BARRIER; RE: 3/AS102;

RE: SPEC SECTION 32 90 00.

PROVIDE AND INSTALL PRECAST CONCRETE BOLLARD

WITH 4" PVC HOLLOW CORE (24" SQUARE, 30" MIN

HEIGHT), COLOR AND FINISH TO MATCH EXISTING

BOLLARDS; HSS ROUND 4"x1/4" ANCHOR POST SET IN 12"

DIA CONCRETE FOUNDATION

EXISTING BOLLARD TO REMAIN, TYP

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

FENCING AROUND AIR HANDLER - BUILDING 24

P l a n

N o r t h

T r r t h

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

PATIENT DROP-OFF BARRIER - BUILDING 18

P l a n

N o r t h

T r r t h

A. REFER TO AS001 FOR SITE LOCATION.

B. POST AND SLEEVE PRECAST CONC. BOLLARD CAN BE

REMOVED WITH MACHINERY.

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

PRECAST CONCRETE BOLLARD DETAIL

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

FENCE DETAIL

BUILDING

BUILDING

3'- 0"

6"

8'- 0"

GATE OPENING EQ (4'-0" MAX)

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

FENCE ELEVATION

GATE ELEVATION SECTION

AS102

3'- 6"

2'- 6"

2'-0"

EQ (4'-0" MAX)

OUTSIDE INSIDE

E

QU

AL

S

PA

NS

7 EQUAL SPANS

PRIVACY SLAT FENCE INSERTS

GALVANIZED FENCE POST

DOME POST CAP

GALVANIZED FENCE POST

CHAIN LINK WIRE MESH

LANDSCAPING GRAVEL;

RE: PLAN

12" DIA CONCRETE FOUNDATION

PRIVACY SLAT FENCE INSERTS

AROUND ENTIRE PERIMETER, TO

INCLUDE GATES

GALVANIZED FENCE POST

DOME POST CAP

12" DIA CONCRETE

FOUNDATION

12" DIA CONCRETE

FOUNDATION

REMOVABLE PRECAST

CONCRETE BOLLARD W/

PVC HOLLOW SLEEVE

(BY BOLLARD MANUF)

OVER HSS ANCHOR POST

SCALE: 3" = 1'-0"

3"0

3"

STEEL EDGING, TYP

WEED CONTROL FABRIC, TYP

LANDSCAPING STONE PER PLAN

FENCE POST BEYOND

LANDSCAPING STONE DETAIL

6" 1'

AS102

1" 6"

1'- 6"

1"x1" REVEAL

HSS ROUND 4"x1/4"

ANCHOR POST

(BY CONTRACTOR)

BU

ILD

IN

G

BUILDING

BUILDING 2

BUILDING 1

'-5

'-0

9'-

'-0

19'-3"

5'- 0"

MA

X

8' MIN

5'- 0"

'-0

'-2

BUILDING

ROOM 125

20'-5"V.I.F.

25'-0"

14'-6"

'-6

3'- 6"

TY

P

1'-1"

TYP

1'-1"

TYP

3'- 6"

TY

P

3" TY

P

12/04/2020 GDD MLH

AS103

102 & 136

VEHICLE BARRIERS AND

HARDENING FOR OXYGEN TANK

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

KEYNOTES:

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

VEHICLE BARRIERS - BUILDING 136

PROVIDE AND INSTALL VINYL-COATED CHAIN LINK FENCE WITH

RAM RESISTANT TENSION CABLES; RE: SPEC SECTION 32 31 13;

FENCE POSTS SET IN 12" DIA FOUNDATIONS; PROVIDE GRAVEL

LANDSCAPING STRIP 1'-0" ON EACH SIDE OF FENCE, TYP

PROVIDE AND INSTALL REMOVABLE BOLLARDS AND NEW

CONCRETE DRIVE, RE: 3/AS103; PROVIDE PLASTIC SLEEVES TO

MATCH EXISTING, TYP

PROVIDE AND INSTALL JUMBO PENNSYLVANIA MOUNTAIN

BOULDERS (36" MIN), PLACE IN EXISTING ROCK BED, TYP

PROVIDE AND INSTALL JUMBO PENNSYLVANIA MOUNTAIN

BOULDERS OR APPROVED EQUAL (36" MIN); SET IN ROCK BED OF

3"-5" DELAWARE RIVER STONE OR APPROVED EQUAL (MIN 8"

DEPTH), TYP.

PROVIDE AND INSTALL JUMBO PENNSYLVANIA MOUNTAIN

BOULDERS OR APPROVED EQUAL (36" MIN); SET IN ROCK BED OF

3"-5" DELAWARE RIVER STONE OR APPROVED EQUAL (MIN 8"

DEPTH), EXTENSION OF EXISTING ROCK BED; RE: 3/AS101

PROVIDE AND INSTALL MOTORIZED LIFT GATE; RE: SPEC SECTION

11 12 00 - PARKING CONTROL EQUIPMENT; RE: 5/E-502 FOR LOOP

DETAIL

PROVIDE AND INSTALL GATE CONTROL MODULE;

RE: ES101 AND E-501

PROVIDE AND INSTALL 6" DIA x 4'-0" HIGH STEEL TUBE, CONCRETE-FILLED BOLLARD, TYP OF SEVEN (7), EQUALLY SPACED, MAX 4'-0" CLEAR.

PROVIDE AND INSTALL REMOVABLE BOLLARDS,TYP OF FIVE (5),

SPACED EQUALLY, MAX 4'-0" CLEAR; PROVIDE PLASTIC SLEEVES TO

MATCH EXISTING, TYP.

EXISTING CAMERA

ELECTRICAL PANEL FOR GATE AND CONTROLLER LOCATED IN

BUILDING 102, ROOM 125; RE: ES101.

PROVIDE AND INSTALL 3/8" MINUS WASHED DELAWARE RIVER

STONE OR APPROVED EQUAL (2" DEPTH), EXTEND 1'-0" BEYOND

FENCE ON BOTH SIDES WITH STEEL EDGING AND WEED BARRIER;

RE: SPEC SECTION 32 90 00.

GATE ACCESS CONTROL LOOPS, RE ELECTRICAL DRAWINGS

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

HARDENING AT OXYGEN TANK

EXISTING OXYGEN TANK

P l a n

N o r t h

T r r t h

P l a n

N o r t h

T r r t h

A. REFER TO AS001 FOR SITE LOCATION.

B. REFER TO ES101 FOR ELECTRICAL AND COMMUNICATION

INSTRUCTIONS.

AS103

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

BOLLARD DETAILS

NOTES (FIXED BOLLARD):

1. ALL BOLLARDS SHALL BE PROVIDED WITH YELLOW

PLASTIC SLEEVES TO MATCH (E) SITE CONDITIONS.

UTILITY CONCRETE PER

SPECIFICATIONS

5"Øx5'-0" STANDARD PIPE POST

BARRICADE CONCRETE FILLED, TYP

(E) CONCRETE

SLAB

ELEVATION VIEW END VIEW - FOUNDATION

TOP VIEW OF CLOSED LID

TOP VIEW POST ONLY

OWNER PROVIDED LOCK

EMBEDMENT SLEEVE & HINGED LID

#4 REBAR STIRRUPS & HORIZONTAL

REINFORCEMENT, TYP

NOTES (REMOVABLE BOLLARD):

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS.

Ø5"

Ø8 3/4"

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

FENCE DETAIL

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

FENCE ELEVATIONS

3'- 0"

6" 8'-

0"

GATE OPENING EQ (4'-0" MAX)

GATE ELEVATION SECTION

AS101

EQ (4'-0" MAX)

GALVANIZED FENCE

POST

VINYL COATED

CHAIN LINK FENCE

GALVANIZED FENCE

POST

DOME POST CAP

VINYL COATED

CHAIN LINK FENCE

12" DIA CONCRETE

FOUNDATION

DOME POST CAP

12" DIA CONCRETE

FOUNDATION

GALVANIZED FENCE

POST

VINYL-COATED GALVANIZED

STEEL TENSION CABLES ,

TYP OF TWO (2)

INSIDE OUTSIDE

4B

AS103

AS103

1'-0" 1'-0"

FOUNDATION

SIM

A: INSIDE B: OUTSIDE

4A

AS103

(2) 1/2" DIAMETER METAL HANDLES

(3" X 8") WELDED TO BOLLARD

BUILDING

BUILDING 1

EQ 10'-0" 10'-0" 10'-0" 10'-0" EQ

01/22/2021 GDD MLH

AS104

1 & 104

ENTRY PLANTERS AND PATIENT

DROP-OFF BARRIERS

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i 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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

KEYNOTES:

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

ENTRY PLANTERS AND PATIENT DROP-OFF BARRIERS

PROVIDE AND INSTALL NEW REMOVABLE BOLLARD SLEEVES

WITH LOCKABLE CAP TO MATCH EXISTING;

PROVIDE TO OWNER: 6" DIA x 4'-0" IN HEIGHT BOLLARDS (MATCH

EXISTING BOLLARD MANUFACTURER AND TYPE), TYP OF FIVE (5)

P l a n

N o r t h

T r r t h

A. REFER TO AS001 FOR SITE LOCATION.

LS101

9'-8" 9'-8" 9'-8" 9'-8" 4'-2" 9'-8"

4'-

4'-

2" 4'-

2" 4'-

2" 4'-

4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"

'-2

25'-8"21'-6"

38'-8"

EQ 6'-0" EQ

9'-6"

4'- 7"

6'-0" 4'-2"

6'-3 3/4"

59'-8"

58'-4"

14 EQ PANELS

'-1

0" 5 E

Q

PA

NE

LS

3'-6"

9'-8" 9'-8" 4'-10" 19'-4"

9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 53'-2"

4'- 2"

4'- 2"

8'- 8"

4'- 2"

'-2

'-6

2'- 7 1

/2"

'-3 1/

2" 4 E

Q

PA

NE

LS

8'- 9 1

/2"

'-1 1/

2"

'-1

1"

'-0

4'-2" 4'-2" 4'-6"4'- 2"

4'- 2"

3'- 3 1

/2"

6'- 0"

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

PERIMETER HARDENING - GENERATOR FARM

12/04/2020 GDD MLH

AS105

NA

PERIMETER HARDENING - PROPANE

TANK AND GENERATOR FARM

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

KEYNOTES:

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

PERIMETER HARDENING - PROPANE TANK

P l a n

N o r t h

T r r t h

P l a n

N o r t h

T r r t h

(E) BURIED FUEL LINES, TO REMAIN;

FIELD VERIFY EXACT LOCATION

BRICK COLUMNS; RE: 4/AS105

PROVIDE AND INSTALL METAL INFILL PANELS AND

STEEL TUBE FRAME, TYP

COORDINATE GATE AND POST LOCATIONS WITH

UNDERGROUND UTILITIES

PROVIDE AND INSTALL 3/8" MINUS WASHED

DELAWARE RIVER STONE OR APPROVED EQUAL

(2" DEPTH, MIN) INSIDE ENCLOSURE AND EXTEND 1'-0"

BEYOND FENCE EXTERIOR WITH STEEL EDGING AND

WEED BARRIER, TYP; RE: SPEC SECTION 32 90 00.

EXTEND STEEL FENCE POST; MOUNT LIGHT AND

CAMERA (WHERE INDICATED) TO POST;

RE: ELEC DRAWINGS

PROVIDE AND INSTALL BUILDING MOUNTED SECURITY

CAMERA; RE: ELEC DRAWINGS

BENCHMARK FOR CONSTRUCTION OF NEW

ENCLOSURE

A. REFER TO AS001 FOR SITE LOCATION.

B. REFER TO ES102 FOR ELEC/COMM INSTRUCTIONS.

AS201

AS201

AS201

AS201

AS201

AS201

AS201

AS201

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

PANEL DETAIL

1'-0"

3'- 6"

2'- 0"

MI

N

3'- 6"

2'- 0"

M

IN

8'- 0"

4"

1'-0" MIN

INSIDEOUTSIDE

3"

1'-4"

1'-

4"BB

SECTION B-B

3" 7'-

4"

3'- 0"

3'-0"

56'-8"

2'-0"

18" x 18" CROWNED PRECAST STONE CAP

4x4x1/4 HSS STEEL COLUMN

4x4x1/4 HSS STEEL COLUMN

2x4x1/4 HSS HORIZ SLEEVE WELDED TO 4x4 COLUMN. ALIGN

TO INTERIOR FACE OF COLUMN

AND GROUT LINES AS SHOWN

BRICK TO MATCH BLDG 1

VOID TO BE GROUTED SOLID, TYP

VOID TO BE GROUTED SOLID, TYP

2x4x1/4 HSS HORIZ SLEEVE WELDED TO 4x4

COLUMN; ALIGN TO INTERIOR FACE OF

COLUMN AND GROUT LINES AS SHOWN

3-1/2X1-1/2X3/16 HSS INSERT, EXTEND

MINIMUM 4" INTO SLEEVE AND EXTEND

MINIMUM 4" BEYOND EXTERIOR OF

MASONRY, TYP OF TWO (2)

FOUNDATION BELOW

2X4X1/8 HSS GIRTS TOP & BOTTOM,

PAINT TO MATCH PANELS

DARK BROWN POWDER-COATED

STEEL FENCE PANEL, TYP

4x4x1/4 HSS POST, PAINT TO MATCH PANELS

FOUNDATION BELOW

FOUNDATION BELOW

2X4X1/8 HSS GIRTS TOP & BOTTOM,

PAINT TO MATCH PANELS (3) COURSES

FROM TOP AND BOTTOM, TYP

4x4x1/4 HSS POST, PAINT TO MATCH

PANELS, TYP

DARK BROWN POWDER-COATED

STEEL FENCE PANEL, TYP

2X4X1/8 HSS GIRTS TOP & BOTTOM,

PAINT TO MATCH PANELS

DARK BROWN

POWDER-COATED STEEL

FENCE PANEL, TYP

4x4x1/4 HSS

POST, PAINT TO

MATCH PANELS

POST CAP

BRICK COLUMN

24" DIA CONCRETE

FOUNDATION WITH

CHAMFERED TOP

EDGES, TYP24" DIA CONCRETE

FOUNDATION WITH

CHAMFERED TOP EDGES

#4 TIES @ 8" MAX

#5 VERT @ 12"

8' SWING GATES,

VOID TO BE GROUTED SOLID, TYP

SCALE: 1" = 1'-0"

3" 6" 1' 2' 4'0

COLUMN DETAIL

SECTION A-A

AA

12" DIA CONCRETE

FOUNDATION2'-0"

3'- 6"

2'- 0"

MI

N

MA

TC

H

EX

IS

TI

NG 36'-0"

32'-0"

8'-0"

15'-2"

11'-0"

14'-0"

3'-6"

48'-0"

11'-0"

4'-0" 3'-6"

11"

3'-9" 5'-9 1/2" 17'-11 1/2"

12'-0"

12'-0"

3'-6"

(E) RAMP

SLOPE UP

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

BUILDING 3 FENCING

12/04/2020 GDD MLH

AS106

PERIMETER FENCING FOR

CHILD CARE

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

P l a n

N o r t h

T r r t h

A. REFER TO AS001 FOR SITE LOCATION.

B. REFER TO ES104 FOR ELEC/COMM INSTRUCTIONS.

AS106

AS106

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

FENCE DETAIL

BUILDING

8'- 0"

3'- 0"

6"

SECTION ELEVATION

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

FENCE GATE ELEVATION

GATE OPENING POST CAP TO MATCH EXISTING

SQUARE STEEL FENCE POST TO MATCH EXISTING

METAL PLATE ON INSIDE OF GATE TO MOUNT

PANIC HARDWARE

TUBULAR STEEL PICKETS MOUNTED WITHIN

STEEL RAILS TO MATCH EXISTING FENCE;

PICKET SPACING SHALL BE REDUCED TO

MAXIMUM 2" CLEAR @ GATE AND 2'-0" BEYOND

EACH SIDE, TYP

CONCRETE FOUNDATION

POST CAP TO

MATCH EXISTING

SQUARE STEEL

FENCE POST TO

MATCH EXISTING

TUBULAR STEEL

PICKETS MOUNTED

WITHIN STEEL

RAILS TO MATCH

EXISTING FENCE

CONCRETE FOUNDATION

10"

MIN

MA

TC

H

EX

IS

TI

NG

3'- 0"

6'-0" OC MAX

NEW FENCE ENCLOSURE;

DIM. TO MATCH (E)

EXISTING

TRANSFORMER

AND PAD

3/8" MINUS WASHED DELAWARE

RIVER STONE OR APPVD EQUAL

(2" DEPTH) INSIDE ENCLOSURE &

EXTEND 1'-0" BEYOND FENCE

EXTERIOR W/ STEEL EDGING &

WEED BARRIER, TYP.

NEW BLDG MTD CAMERA;

COORDINATE W/ ELEC.

NEW BLDG MTD CAMERA;

COORDINATE W/ ELEC.

NEW BLDG MTD CAMERA;

COORDINATE W/ ELEC.

NEW BLDG MTD CAMERA;

COORDINATE W/ ELEC.

NEW BLDG MTD CAMERA;

COORDINATE W/ ELEC.

NEW FENCE ENCLOSURE;

DIM. TO MATCH (E)

NEW FENCE ENCLOSURE;

DIM. TO MATCH (E)

NEW FENCE ENCLOSURE;

DIM. TO MATCH (E)

MTL PLATE @ INSIDE OF GATE TO

MOUNT PANIC HDWR

MTL PLATE @ INSIDE

OF GATE TO MOUNT

PANIC HDWR, TYP

(E) FENCE

TO REMAIN.

(E) FENCE

TO REMAIN.

(E) FENCE TO

REMAIN.

2'-0" 2'-0"MATCH

EXISTING

2" TYP

16'-0"

8'

MAX

'-0

10'

TYP

~8 '-6

~8'-6"

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

WATER TOWER PROTECTION

12/04/2020 GDD MLH

AS107

GAS LINE PROTECTION AND

WATER TOWER PROTECTION

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

KEYNOTES:

PROVIDE AND INSTALL 6'-0" HIGH CHAIN LINK FENCE ENCLOSURE

PROVIDE AND INSTALL 6" DIA x 4'-0" HIGH STEEL TUBE, CONCRETE-FILLED BOLLARD WITH PLASTIC COVER TO MATCH

EXISTING; TYP OF NINE (9)

PROVIDE AND INSTALL 3/8" MINUS WASHED DELAWARE RIVER

STONE OR APPROVED EQUAL (2" DEPTH) INSIDE ENCLOSURE AND

EXTEND 1'-0" BEYOND FENCE WITH STEEL EDGING AND WEED

BARRIER; RE: SPEC SECTION 32 90 00.

PROVIDE AND INSTALL EVERGREEN TREES TO SCREEN GAS

METER; 6' THUJA OCCIDENTALIS, AMERICAN ARBORVITAE, TYP OF

TWELVE (12), SPACED AT 10' O.C.; CONSULT WITH LOCAL

NURSERY FOR PROPER INSTALLATION AND CARE DURING

ESTABLISHMENT AND MAINTENANCE

PROVIDE AND INSTALL POLE-MOUNTED SECURITY CAMERA AND

SECURITY LIGHTING; RE: ELEC

PROVIDE AND INSTALL SECURITY CAMERA AND LIGHT; MOUNTED

TO BUILDING 37

P l a n

N o r t h

T r r t h

P l a n

N o r t h

T r r t h

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

GAS LINE PROTECTION

BUILDING

EQ (4'-0" MAX)

6" 3'-

0" 6'-

0"

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

FENCE ELEVATION

SECTION

EQ (4'-0" MAX)

A. REFER TO AS001 FOR SITE LOCATION

DOME POST CAP

GALVANIZED FENCE POST

CHAINLINK WIRE MESH WITH

VERTICAL PRIVACY SLATS

POURED CONCRETE FOUNDATION

1'-0"

MIN

INSIDEOUTSIDE

(E) WATER TOWER

ELECTRICAL ROOM

12/04/2020 GDD ZM

AS201

NA

ELEVATIONS - FENCES AT PROPANE

TANK & GENERATOR FARM

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

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

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 50

GENERAL NOTES:

KEYNOTES:

BRICK COLUMNS; RE: 4/AS105

PROVIDE AND INSTALL METAL INFILL PANELS, TYP;

RE: 3/AS105

STEEL TUBE POSTS AND FRAME, TYP; RE: 3/AS105

EXTENDED STEEL POST FOR MOUNTING OF LIGHTS

AND CAMERAS

A. REFER TO ES102 FOR ELEC/COMM INSTRUCTIONS

B. REFER TO 3/AS105 AND 4/AS105 FOR ADDITIONAL

INFORMATION

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

ELEVATION AT PROPANE TANK

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

ELEVATION AT PROPANE TANK

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

ELEVATION AT PROPANE TANK

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

ELEVATION AT PROPANE TANK

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

ELEVATION AT GENERATOR FARM

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

ELEVATION AT GENERATOR FARM

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

ELEVATION AT GENERATOR FARM

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

ELEVATION AT GENERATOR FARM

1 23

1 23

1 23

1 23

1 23

1 23

1 23

1 23

'-0

'-0

'-0

'-0

4 4

4 4