36C24418B0287-00001001.pdf

PDF 15 MB Posted Apr 16, 2018

Attached to: Upgrade Patient Environment NHCU #642-16-107
Solicitation number: 36C24418B0287
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 4

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36C24418B0287 00001 Drawings 1-39.pdf

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

12/20/17 CAJ DEKRevisions: Date:

ARCHITECTURE

PLANNING

ENGINEERING

97OfDwg.

30-CS(P1)

COVER SHEET

DRAWING INDEX

AutoCAD SHX Text

CORPORAL MICHAEL J. CRESCENZ VA MEDICAL CENTER PHILADELPHIA, PA

AutoCAD SHX Text 642-16-107

AutoCAD SHX Text 2215 Conowingo Rd, Suite 100 Bel Air, Maryland 21015-1436 410.803.0009 fax 410.836.6611

AutoCAD SHX Text BUILDING COST CONSULTANTS COST ESTIMATING 12917 - 30TH AVENUE PLATTSMOUTH, NEBRASKA 68048 402.298.8260 - FAX 402.298.8290

AutoCAD SHX Text KOFFEL ASSOCIATES FIRE PROTECTION ENGINEERS 8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MARYLAND 21045 410.750.2246 - FAX 410.750.2588

AutoCAD SHX Text WHITMAN REQUARDT & ASSOCIATES CIVIL ENGINEER 801 SOUTH CAROLINE STREET BALTIMORE, MARYLAND 21231 410.864.1058 - FAX 443.224.1820

AutoCAD SHX Text RICKERT ENGINEERING, INC. STRUCTURAL ENGINEERING 8813 WALTHAM WOODS ROAD, SUITE 301 BALTIMORE, MARYLAND 21234 410.663.5110 - FAX 410.663.5114

AutoCAD SHX Text

PHASE 1 - UPGRADE PATIENT ENVIRONMENT NHCU ADDITION

AutoCAD SHX Text BURDETTE KOEHLER MURPHY & ASSOCIATES, INC. MECHANICAL / ELECTRICAL ENGINEERS 1416 CLARKVIEW ROAD BALTIMORE, MARYLAND 21209 410.323.0600 - FAX 410.377.2543

AutoCAD SHX Text

PROJECT NO. 642-16-107

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DEPARTMENT OF VETERANS AFFAIRS

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MEDICAL CENTER

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DECEMBER 20, 2017

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UPGRADE PATIENT ENVIRONMENT NHCU ADDITION

AutoCAD SHX Text CORPORAL MICHAEL J. CRESCENZ VA MEDICAL CENTER 3900 WOODLAND AVENUE PHILADELPHIA, PENNSYLVANIA 19014

AutoCAD SHX Text 30-CS(P1) COVER SHEET CIVIL 30-C1(P1) EXISTING CONDITIONS AND DEMOLITION PLAN 30-C2(P1) SITE AND UTILITY AND GRADING PLAN 30-C3(P1) EROSION AND SEDIMENT CONTROL PLAN 30-C4(P1) SITE DETAILS 30-C5(P1) SITE DETAILS 30-L1(P1) LANDSCAPE PLAN ARCHITECTURAL 30-ASG101(P1) 1ST FLOOR FIRE AND LIFE SAFETY PLANS 30-ASG102(P1) 2ND FLOOR FIRE AND LIFE SAFETY PLANS 30-ASG103(P1) OVERALL SEQUENCING PLANS 30-AS001(P1) SYMBOLS, NOTES, ABBREVIATIONS AND PARTITION TYPES 30-AS101(P1) ICRA NOTES AND DETAILS 30-AS1(P1) 1ST AND 2ND FLOOR PLANS EXISTING CONDITIONS 30-AS2(P1) 1ST AND 2ND FLOOR PLANS NEW CONSTRUCTION 30-AS3(P1) FIRST FLOOR PLAN 30-AS4(P1) SECOND FLOOR PLAN 30-AS5(P1) ROOF PLAN 30-AS6(P1) REFLECTED CEILING PLAN FIRST FLOOR 30-AS7(P1) REFLECTED CEILING PLAN SECOND FLOOR 30-AS8(P1) FLOOR FINISHES PLAN FIRST FLOOR 30-AS9(P1) FLOOR FINISHES PLAN SECOND FLOOR 30-AS10(P1) FINISH PATTERNS AND DETAILS 30-AS11(P1) EQUIPMENT AND FURNITURE PLAN FIRST FLOOR 30-AS12(P1) EQUIPMENT AND FURNITURE PLAN SECOND FLOOR 30-AS13(P1) EXTERIOR ELEVATIONS 30-AS14(P1) BUILDING SECTIONS 30-AS15(P1) WALL SECTIONS 30-AS16(P1) WALL SECTIONS 30-AS17(P1) INTERIOR ELEVATIONS 30-AS18(P1) ENLARGED PLANS AND INTERIOR ELEVATIONS 30-AS19(P1) ENLARGED REFLECTED CEILING PLANS 30-AS20(P1) ENLARGED STAIR PLANS AND SECTIONS 30-AS21(P1) DETAILS 30-AS22(P1) TYPICAL DETAILS 30-AS23(P1) TYPICAL DETAILS 30-AS24(P1) MISCELLANEOUS DETAILS 30-AS25(P1) MILLWORK SECTIONS 30-AS26(P1) TYPICAL PARTITION DETAILS 30-AS27(P1) FINISH SCHEDULE, DOOR SCHEDULE AND TYPICAL DOOR DETAILS STRUCTURAL 30-SS1(P1) STRUCTURAL FRAMING PLANS AND DETAILS 30-SS2(P1) STRUCTURAL FRAMING PLANS AND GENERAL NOTES 30-SS3(P1) STRUCTURAL SECTIONS MECHANICAL 30-MH1(P1) MECHANICAL - LEGEND, ABREVIATIONS AND GENERAL NOTES 30-MH2(P1) PART 1ST AND 2ND FLOOR PLANS - HVAC - DEMOLITION 30-MH3(P1) PART 1ST AND 2ND FLOOR PLANS IT ROOM PART PLAN - HVAC - DEMOLITION 30-MH4(P1) PART 1ST AND 2ND FLOOR PLANS - HVAC - NEW WORK 30-MH5(P1) PART 1ST AND 2ND FLOOR PLANS IT ROOM & ELEC. ROOM PART PLAN HVAC - PIPING - NEW WORK 30-MH6(P1) ROOF PLAN - HVAC - PIPING - NEW WORK 30-MH7(P1) MECHANICAL CONTROLS 30-MH8(P1) MECHANICAL SCHEDULES 30-MH9(P1) MECHANICAL DETAILS 30-MH10(P1) MECHANICAL DETAILS PLUMBING 30-PL1(P1) PLUMBING - LEGEND, ABBREVIATIONS, SCHEDULES AND GENERAL NOTES 30-PL2(P1) PART 1ST AND 2ND FLOOR PLANS - PLUMBING - DEMOLITION 30-PL3(P1) PART 1ST AND 2ND FLOOR PLANS - PLUMBING - NEW WORK 30-PL4(P1) PART 1ST AND 2ND FLOOR PLANS - IT ROOMS & ELECTRICAL RM - PLUMBING - DEMOLITION 30-PL5(P1) PART 1ST AND 2ND FLOOR PLANS - IT ROOMS & ELECTRICAL RM - PLUMBING - NEW WORK 30-PL6(P1) PLUMBING RISER DIAGRAMS 30-PL7(P1) PLUMBING DETAILS ELECTRICAL 30-ES1(P1) ELECTRICAL - LEGEND ABBREVIATIONS AND GENERAL NOTES 30-ES2(P1) SITE PLAN ELECTRICAL - NEW WORK 30-ES3(P1) PART 1ST AND 2ND FLOOR PLANS - POWER AND LIGHTING - NEW WORK 30-ES4(P1) PART 1ST AND 2ND FLOOR PLANS - SPECIAL SYSTEMS - NEW WORK 30-ES5(P1) ELECTRICAL ROOM PART PLANS - DEMOLITION 30-ES6(P1) ELECTRICAL ROOM PART PLANS - NEW WORK 30-ES7(P1) 1ST AND 2ND FLOOR IT ROOMS PART PLANS - ELECTRICAL - DEMOLITION 30-ES8(P1) 1ST AND 2ND FLOOR IT ROOMS PART PLANS - ELECTRICAL - NEW WORK 30-ES9(P1) ELECTRICAL - OVERALL FEEDER PLAN ELECTRICAL - OVERALL FEEDER PLAN 30-ES10(P1) PART ROOF PLAN - ELECTRICAL - NEW WORK ELECTRICAL - NEW WORK 30-ES11(P1) ELECTRICAL SINGLE LINE NORMAL POWER - DEMOLITION 30-ES12(P1) ELECTRICAL SINGLE LINE EMERGENCY POWER - DEMOLITION 30-ES13(P1) ELECTRICAL SINGLE LINE NORMAL POWER - NEW WORK 30-ES14(P1) ELECTRICAL SINGLE LINE EMERGENCY POWER - NEW WORK 30-ES15(P1) NURSE CALL RISER - SPECIAL SYSTEMS NEW WORK 30-ES16(P1) LIGHTING FIXTURE SCHEDULE 30-ES17(P1) ELECTRICAL EQUIPMENT SCHEDULE ELECTRICAL EQUIPMENT SCHEDULE 30-ES18(P1) PART ROOF PLAN - LIGHTNING PROTECTION - NEW WORK - NEW WORK 30-ES19(P1) ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES 30-ES20(P1) ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES 30-ES21(P1) LIGHTING CONTROL DIAGRAMS 30-ES22(P1) ELECTRICAL DETAILS 30-ES23(P1) ELECTRICAL DETAILS 30-ES24(P1) ELECTRICAL DETAILS 30-ES25(P1) ELECTRICAL DETAILS TELECOMMUNICATIONS 30-TS1(P1) TELECOM AND SECURITY LEGEND AND ABBREVIATIONS 30-TS2(P1) 1ST AND 2ND FLOOR PLANS - TELECOM & SECURITY 30-TS3(P1) TELECOM DETAILS 30-TS4(P1) TELECOM DETAILS 30-TS5(P1) TELECOM DETAILS 30-TS6(P1) TELECOM GENERAL NOTES 30-TS7(P1) TELECOM RISER DIAGRAMS FIRE PROTECTION 30-FA1(P1) FIRE ALARM NOTES SYMBOLS AND ABBREVIATIONS 30-FA2(P1) FIRE ALARM - FIRST AND SECOND FLOOR PLANS 30-FS1(P1) FIRE SUPPRESSION NOTES SYMBOLS AND ABBREVIATIONS 30-FS2(P1) SPRINKLER INFRASTRUCTURE PLANS 30-FS3(P1) FIRE SUPPRESSION - FIRST AND SECOND FLOOR PLANS 30-FS4(P1) FIRE SUPPRESSION DETAILS

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%%UDWG NO.

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%%UDRAWING NAME

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PHASE 1

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%%UDWG

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PROJECT LOCATION

EX. LANDSCAPE TO

REMAIN (TYP.)

REMOVE EX.

CONCRETE SLAB

EX. LANDSCAPE TO

REMAIN (TYP.)

TEMPORARY

CONSTRUCTION

FENCE AND

GATE

TEMPORARY

CONSTRUCTION

FENCE

Unit B

Unit C

Unit A

Court

C o u r t

(N.I.C.)

I C

A d d i t i o n

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURE

PLANNING

ENGINEERING

Plan North 1st Floor Building Key PlanTrue North

10/13/17 Dwg. Of 96

DEMOLITION NOTES:

1. DEMOLITION WILL BEGIN UPON RECEIPT OF ALL NECESSARY APPROVALS.

CONTRACTOR MUST CONTACT UNDERGROUND UTILITIES AS PER ACT 287 NOT

LESS THAN THREE DAYS NOR MORE THAN TEN WORKING DAYS BEFORE

COMMENCING WITH DEMOLITION.

2. CONTRACTOR TO NOTIFY APPROPRIATE UTILITY COMPANIES OF ANY REMOVAL

OR ABANDONMENT OUTSIDE OF VA HOSPITAL PROPERTY.

3. REMOVAL / ABANDONMENT OF VA OWNED UTILITY COMPANY SERVICES TO BE IN

ACCORDANCE WITH EACH RESPECTIVE UTILITY COMPANY STANDARD

SPECIFICATIONS.

4. ENTIRELY REMOVE ALL UTILITIES WITHIN LIMITS OF DEMOLITION UNLESS NOTED

OTHERWISE.

5. BACKFILL ALL VOIDS CREATED BY REMOVALS INCLUDING, BUT NOT LIMITED TO

THE FOLLOWING: MANHOLES, INLETS, AND CLEANOUTS. BACKFILL IN

ACCORDANCE WITH THE REQUIREMENTS SPECIFIED BY GEOTECHNICAL

ENGINEER.

6. SEAL OPEN ENDS OF SANITARY SEWERS WITH VITRIFIED PIPE STOPPERS OR BY

APPROVED MEANS AND OPEN ENDS OF STORMWATER CONDUITS WITH BRICK

BULKHEADS. ALL REMOVALS OR ABANDONMENTS OF STORM SEWER AND

SANITARY SEWER TO BE IN ACCORDANCE WITH PHILADELPHIA WATER

DEPARTMENT SPECIFICATIONS.

7. THE CONTRACTOR SHALL ENSURE THAT ALL UTILITIES ARE INACTIVE OR

DE-ENERGIZED.

8. DEMOLITION WILL NOT START UNTIL ALL EROSION AND SEDIMENT CONTROL

MEASURES ARE IN PLACE IN ACCORDANCE WITH THESE PLANS FOR THIS SITE.

9. CONTRACTOR MUST COORDINATE WITH OWNER BEFORE DEMOLITION IS TO

START.

10. THE CONTRACTOR MUST DISCONNECT UTILITIES IN ACCORDANCE WITH

SPECIFICATIONS AND COORDINATE WITH VA ENGINEER.

11. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL SELECTED ITEMS OF

DEMOLITION NOTED INSIDE LIMIT OF DISTURBANCE.

12. REMOVE ALL CONSTRUCTION DEBRIS OR FILL MATERIAL (INCLUDING CONCRETE)

AS NEEDED TO PROVIDE FINISH GRADES AND PROPOSED CONSTRUCTION.

LEGALLY DISPOSE OF MATERIALS OFFSITE (SEE RECYCLING & DISPOSAL OF

MATERIAL NOTES THIS SHEET).

RECYCLE & DISPOSAL OF MATERIALS:

1. THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE

OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE

DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA

CODE 260.1 et seq. AND 287.1 et seq.

2. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE,

THE OPERATOR MUST ASSURE THAT EACH SPOIL OR BORROW AREA

HAS AN EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE

COUNTY CONSERVATION DISTRICT, AND WHICH IS BEING IMPLEMENTED

AND MAINTAINED ACCORDING TO CHAPTER 102 REGULATIONS. THE

OPERATOR SHALL ALSO NOTIFY THE COUNTY CONSERVATION DISTRICT

IN WRITING OF ALL RECEIVING SPOIL AND BORROW AREAS WHEN THEY

HAVE BEEN IDENTIFIED. ALL RECEIVING SOILS SHALL BE CLEAN

MATERIAL.

DEMOLITION PLAN

1" = 20'

EXISTING CONDITIONS PLAN

1" = 20'

30-C1(P1)

BWJ AKC

EXISTING CONDITIONS AND

DEMOLITION PLAN

LEGEND

EXISTING WATER LINES

EXISTING UNDERGROUND GAS LINES

EXISTING SANITARY SEWER LINES

EXISTING TELEPHONE LINES

FENCE LINE

STORM SEWER LINES

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EDGE OF PAVEMENT

SANITARY MANHOLE

STORM SEWER MANHOLE

LANDSCAPING

INLET

STREET LAMP

UTILITY POLE

PROPERTY CORNER FOUND

WATER VALVE

WATER METER

FIRE HYDRANT

PARKING OR DIRECTIONAL SIGN

GUIDE SIGN

PROPOSED LIMIT OF DISTURBANCE

TEMPORARY

CONSTRUCTION FENCE

AND ACCESS GATE

12/20/1712/20/17

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AutoCAD SHX Text 51.80

AutoCAD SHX Text 51.85

AutoCAD SHX Text 51.49

AutoCAD SHX Text 46.32

AutoCAD SHX Text 46.33

AutoCAD SHX Text 10"

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PLUM

AutoCAD SHX Text 46.21

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EL=52.44

AutoCAD SHX Text 50.81

AutoCAD SHX Text 52.47

AutoCAD SHX Text 46.12

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EL=51.96

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CONC

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PLUM

AutoCAD SHX Text 47.03

AutoCAD SHX Text 48.23

AutoCAD SHX Text 50.95

AutoCAD SHX Text 50.79

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STONE PAVERS

AutoCAD SHX Text 51.58

AutoCAD SHX Text 51.19

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GRASS

AutoCAD SHX Text 46.04

AutoCAD SHX Text 50.64

AutoCAD SHX Text 48.18

AutoCAD SHX Text 50.41

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CONC

AutoCAD SHX Text 46.92

AutoCAD SHX Text 45.93

AutoCAD SHX Text 45.90

AutoCAD SHX Text 45.36

AutoCAD SHX Text 50.66

AutoCAD SHX Text 46.17

AutoCAD SHX Text 47.99

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EL=51.86

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EL=51.74

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CONC

AutoCAD SHX Text 50.88

AutoCAD SHX Text 51.93

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GRASS

AutoCAD SHX Text 45.77

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CONC

AutoCAD SHX Text 46.69

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2 STORY

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BRICK

AutoCAD SHX Text 51.78

AutoCAD SHX Text 51.17

AutoCAD SHX Text 47.55

AutoCAD SHX Text 52.00

AutoCAD SHX Text 50.51

AutoCAD SHX Text 45.67

AutoCAD SHX Text 47.88

AutoCAD SHX Text 50.76

AutoCAD SHX Text 50.99

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MAC

AutoCAD SHX Text 32.48

AutoCAD SHX Text 51.25

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GRASS

AutoCAD SHX Text 49.76

AutoCAD SHX Text 20"

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OAK

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ROCKS

AutoCAD SHX Text 49.03

AutoCAD SHX Text 50.36

AutoCAD SHX Text 49.92

AutoCAD SHX Text 46.15

AutoCAD SHX Text 51.06

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GRASS

AutoCAD SHX Text 51.68

AutoCAD SHX Text 51.63

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EL=51.85

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DOGWOOD

AutoCAD SHX Text 49.43

AutoCAD SHX Text 49.12

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MAC

AutoCAD SHX Text 49.96

AutoCAD SHX Text 46.30

AutoCAD SHX Text 45.96

AutoCAD SHX Text 51.81

AutoCAD SHX Text 51.25

AutoCAD SHX Text 51.81

AutoCAD SHX Text 51.53

AutoCAD SHX Text 49.78

AutoCAD SHX Text 48.45

AutoCAD SHX Text 46.02

AutoCAD SHX Text 51.49

AutoCAD SHX Text 51.59

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APPLE

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OAK

AutoCAD SHX Text 49.80

AutoCAD SHX Text 50.62

AutoCAD SHX Text 47.83

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FENCE ANCHOR (TYP)

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BRICK (TYP)

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CONC WALL

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CONC WALL

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METAL COVER

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METAL COVER

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METAL GRATE

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ROCKS

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SHRUBS AND FLOWERS

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2 STORY

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BRICK

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OVERHANG

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IRON FENCE

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DOWN SPOUT

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EX. SANITARY MH

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RIM=+/-49.85

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INV A(IN)=+/-43.55 10" P.V.C.

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INV B(OUT)=+/-43.54 10" P.V.C.

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ENCLOSED

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ENTRANCE

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BUILDING

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ENTRANCE

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CONCRETE

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CONCRETE

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IRON FENCE

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IRON FENCE

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DEPRESSED

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APPROX. LOCATION. BASED ON "CLIN

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ADD'N/RENOVAT'N/240 BED N.H.C.U",

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DATED 11-8-95.

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EX. 6" WATER LINE

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APPROX. LOCATION BASED ON "CLIN

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ADD'N/RENOVAT'N/240 BED N.H.C.U",

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DATED 11-8-95.

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BED N.H.C.U", DATED 11-8-95.

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EX. 12" WATER MAIN

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"CLIN ADD'N/RENOVAT'N/240

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BED N.H.C.U", DATED 11-8-95.

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CIVIC CENTER BLVD.

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PA STATE ROAD LEGALLY OPEN - ON CITY PLANS

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SSMH(1181)

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TOP:50.17

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SDMH(1303)

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TOP:51.61

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SDMH(1305)

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TOP:49.70

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TOP:47.10

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SDMH(1228)

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TOP:47.22

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TOP:45.68

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INLET(1038)

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INLET(1246)

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INV:35.49

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INV:40.19

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INV:30.39

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INV:36.68

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INV:40.42

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INV:41.00

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INV:41.10

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INV:41.10

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INV:42.70

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INV:42.80

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INV:44.51

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INV:44.71

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INV:44.61

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INV:35.47

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INV:43.07

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INV:35.27

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WMH

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WMH

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WMH

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TOP PIPE:31.89

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SDMH(1037)

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TOP:45.89

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INV:36.88

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INV:30.19

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AutoCAD SHX Text 51.80

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AutoCAD SHX Text 51.49

AutoCAD SHX Text 46.32

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PLUM

AutoCAD SHX Text 46.21

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EL=52.44

AutoCAD SHX Text 50.81

AutoCAD SHX Text 52.47

AutoCAD SHX Text 46.12

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EL=51.96

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CONC

AutoCAD SHX Text 12"

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PLUM

AutoCAD SHX Text 47.03

AutoCAD SHX Text 48.23

AutoCAD SHX Text 50.95

AutoCAD SHX Text 50.79

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STONE PAVERS

AutoCAD SHX Text 51.58

AutoCAD SHX Text 51.19

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GRASS

AutoCAD SHX Text 46.04

AutoCAD SHX Text 50.64

AutoCAD SHX Text 48.18

AutoCAD SHX Text 50.41

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CONC

AutoCAD SHX Text 46.92

AutoCAD SHX Text 45.93

AutoCAD SHX Text 45.90

AutoCAD SHX Text 45.36

AutoCAD SHX Text 50.66

AutoCAD SHX Text 46.17

AutoCAD SHX Text 47.99

AutoCAD SHX Text

EL=51.86

AutoCAD SHX Text

EL=51.74

AutoCAD SHX Text

CONC

AutoCAD SHX Text 50.88

AutoCAD SHX Text 51.93

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 45.77

AutoCAD SHX Text

CONC

AutoCAD SHX Text 46.69

AutoCAD SHX Text 50.66

AutoCAD SHX Text

2 STORY

AutoCAD SHX Text

BRICK

AutoCAD SHX Text 51.78

AutoCAD SHX Text 51.17

AutoCAD SHX Text 47.55

AutoCAD SHX Text 52.00

AutoCAD SHX Text 50.51

AutoCAD SHX Text 45.67

AutoCAD SHX Text 47.88

AutoCAD SHX Text 50.76

AutoCAD SHX Text 50.99

AutoCAD SHX Text

MAC

AutoCAD SHX Text 32.48

AutoCAD SHX Text 51.25

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 49.76

AutoCAD SHX Text 20"

AutoCAD SHX Text

OAK

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text 49.03

AutoCAD SHX Text 50.36

AutoCAD SHX Text 49.92

AutoCAD SHX Text 46.15

AutoCAD SHX Text 51.06

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 51.68

AutoCAD SHX Text 51.63

AutoCAD SHX Text

EL=51.85

AutoCAD SHX Text 5"

AutoCAD SHX Text

DOGWOOD

AutoCAD SHX Text 49.43

AutoCAD SHX Text 49.12

AutoCAD SHX Text

MAC

AutoCAD SHX Text 49.96

AutoCAD SHX Text 46.30

AutoCAD SHX Text 45.96

AutoCAD SHX Text 51.81

AutoCAD SHX Text 51.25

AutoCAD SHX Text 51.81

AutoCAD SHX Text 51.53

AutoCAD SHX Text 49.78

AutoCAD SHX Text 48.45

AutoCAD SHX Text 46.02

AutoCAD SHX Text 51.49

AutoCAD SHX Text 51.59

AutoCAD SHX Text 10"

AutoCAD SHX Text

APPLE

AutoCAD SHX Text 14"

AutoCAD SHX Text

OAK

AutoCAD SHX Text 49.80

AutoCAD SHX Text 50.62

AutoCAD SHX Text 47.83

AutoCAD SHX Text

FENCE ANCHOR (TYP)

AutoCAD SHX Text

BRICK (TYP)

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL GRATE

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

SHRUBS AND FLOWERS

AutoCAD SHX Text

2 STORY

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

BRICK COLUMN (TYP)

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text E 2684194

AutoCAD SHX Text N 233884

AutoCAD SHX Text E 2684327

AutoCAD SHX Text E 2684194

AutoCAD SHX Text N 233664

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text 46.95

AutoCAD SHX Text 51.80

AutoCAD SHX Text 51.85

AutoCAD SHX Text 51.49

AutoCAD SHX Text 46.32

AutoCAD SHX Text 46.33

AutoCAD SHX Text 10"

AutoCAD SHX Text

PLUM

AutoCAD SHX Text 46.21

AutoCAD SHX Text

EL=52.44

AutoCAD SHX Text 50.81

AutoCAD SHX Text 52.47

AutoCAD SHX Text 46.12

AutoCAD SHX Text

EL=51.96

AutoCAD SHX Text

CONC

AutoCAD SHX Text 12"

AutoCAD SHX Text

PLUM

AutoCAD SHX Text 47.03

AutoCAD SHX Text 48.23

AutoCAD SHX Text 50.95

AutoCAD SHX Text 50.79

AutoCAD SHX Text

STONE PAVERS

AutoCAD SHX Text 51.58

AutoCAD SHX Text 51.19

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 46.04

AutoCAD SHX Text 50.64

AutoCAD SHX Text 48.18

AutoCAD SHX Text 50.41

AutoCAD SHX Text

CONC

AutoCAD SHX Text 46.92

AutoCAD SHX Text 45.93

AutoCAD SHX Text 45.90

AutoCAD SHX Text 45.36

AutoCAD SHX Text 50.66

AutoCAD SHX Text 46.17

AutoCAD SHX Text 47.99

AutoCAD SHX Text

EL=51.86

AutoCAD SHX Text

EL=51.74

AutoCAD SHX Text

CONC

AutoCAD SHX Text 50.88

AutoCAD SHX Text 51.93

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 45.77

AutoCAD SHX Text

CONC

AutoCAD SHX Text 46.69

AutoCAD SHX Text 50.66

AutoCAD SHX Text

2 STORY

AutoCAD SHX Text

BRICK

AutoCAD SHX Text 51.78

AutoCAD SHX Text 51.17

AutoCAD SHX Text 47.55

AutoCAD SHX Text 52.00

AutoCAD SHX Text 50.51

AutoCAD SHX Text 45.67

AutoCAD SHX Text 47.88

AutoCAD SHX Text 50.76

AutoCAD SHX Text 50.99

AutoCAD SHX Text

MAC

AutoCAD SHX Text 32.48

AutoCAD SHX Text 51.25

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 49.76

AutoCAD SHX Text 20"

AutoCAD SHX Text

OAK

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text 49.03

AutoCAD SHX Text 50.36

AutoCAD SHX Text 49.92

AutoCAD SHX Text 46.15

AutoCAD SHX Text 51.06

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 51.68

AutoCAD SHX Text 51.63

AutoCAD SHX Text

EL=51.85

AutoCAD SHX Text 5"

AutoCAD SHX Text

DOGWOOD

AutoCAD SHX Text 49.43

AutoCAD SHX Text 49.12

AutoCAD SHX Text

MAC

AutoCAD SHX Text 49.96

AutoCAD SHX Text 46.30

AutoCAD SHX Text 45.96

AutoCAD SHX Text 51.81

AutoCAD SHX Text 51.25

AutoCAD SHX Text 51.81

AutoCAD SHX Text 51.53

AutoCAD SHX Text 49.78

AutoCAD SHX Text 48.45

AutoCAD SHX Text 46.02

AutoCAD SHX Text 51.49

AutoCAD SHX Text 51.59

AutoCAD SHX Text 10"

AutoCAD SHX Text

APPLE

AutoCAD SHX Text 14"

AutoCAD SHX Text

OAK

AutoCAD SHX Text 49.80

AutoCAD SHX Text 50.62

AutoCAD SHX Text 47.83

AutoCAD SHX Text

FENCE ANCHOR (TYP)

AutoCAD SHX Text

BRICK (TYP)

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL GRATE

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

SHRUBS AND FLOWERS

AutoCAD SHX Text

2 STORY

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

BRICK COLUMN (TYP)

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text E 2684194

AutoCAD SHX Text N 233884

AutoCAD SHX Text E 2684327

AutoCAD SHX Text E 2684194

AutoCAD SHX Text N 233664

AutoCAD SHX Text S

AutoCAD SHX Text

CONC

AutoCAD SHX Text

IRON GATE

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

DOWN SPOUT

AutoCAD SHX Text

EX. SANITARY MH

AutoCAD SHX Text

RIM=+/-49.85

AutoCAD SHX Text

INV A(IN)=+/-43.55 10" P.V.C.

AutoCAD SHX Text

INV B(OUT)=+/-43.54 10" P.V.C.

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

ENCLOSED

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

DEPRESSED

AutoCAD SHX Text

PAVED PARKING

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text S

AutoCAD SHX Text

EX. SANITARY MH

AutoCAD SHX Text

APPROX. LOCATION. BASED ON "CLIN

AutoCAD SHX Text

ADD'N/RENOVAT'N/240 BED N.H.C.U",

AutoCAD SHX Text

DATED 11-8-95.

AutoCAD SHX Text

EX. 6" WATER LINE

AutoCAD SHX Text

APPROX. LOCATION BASED ON "CLIN

AutoCAD SHX Text

ADD'N/RENOVAT'N/240 BED N.H.C.U",

AutoCAD SHX Text

DATED 11-8-95.

AutoCAD SHX Text

EX. 6" WATER LINE

AutoCAD SHX Text

APPROX. LOCATION BASED ON

AutoCAD SHX Text

"CLIN ADD'N/RENOVAT'N/240

AutoCAD SHX Text

BED N.H.C.U", DATED 11-8-95.

AutoCAD SHX Text

EX. 12" WATER MAIN

AutoCAD SHX Text

APPROX. LOCATION BASED ON

AutoCAD SHX Text

"CLIN ADD'N/RENOVAT'N/240

AutoCAD SHX Text

BED N.H.C.U", DATED 11-8-95.

AutoCAD SHX Text

CIVIC CENTER BLVD.

AutoCAD SHX Text

PA STATE ROAD LEGALLY OPEN - ON CITY PLANS

AutoCAD SHX Text D

AutoCAD SHX Text

SSMH(1181)

AutoCAD SHX Text

TOP:50.17

AutoCAD SHX Text

SDMH(1303)

AutoCAD SHX Text

TOP:51.61

AutoCAD SHX Text

SDMH(1305)

AutoCAD SHX Text

TOP:49.70

AutoCAD SHX Text

TOP:47.10

AutoCAD SHX Text

SDMH(1228)

AutoCAD SHX Text

TOP:47.22

AutoCAD SHX Text

TOP:45.68

AutoCAD SHX Text

INLET(1038)

AutoCAD SHX Text

INLET(1246)

AutoCAD SHX Text

INV:35.49

AutoCAD SHX Text

INV:40.19

AutoCAD SHX Text

INV:30.39

AutoCAD SHX Text 12"

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:36.68

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:40.22

AutoCAD SHX Text

INV:40.42

AutoCAD SHX Text

INV:41.00

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:41.10

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:41.10

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:42.70

AutoCAD SHX Text

INV:42.80

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:44.51

AutoCAD SHX Text

INV:44.71

AutoCAD SHX Text

INV:44.61

AutoCAD SHX Text 15"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text

INV:35.47

AutoCAD SHX Text

INV:43.07

AutoCAD SHX Text 8"

AutoCAD SHX Text

INV:35.27

AutoCAD SHX Text 10"

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text

TOP PIPE:31.89

AutoCAD SHX Text

SDMH(1037)

AutoCAD SHX Text

TOP:45.89

AutoCAD SHX Text

INV:36.88

AutoCAD SHX Text

INV:30.19

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text 46.95

AutoCAD SHX Text 51.80

AutoCAD SHX Text 51.85

AutoCAD SHX Text 51.49

AutoCAD SHX Text 46.32

AutoCAD SHX Text 46.33

AutoCAD SHX Text 10"

AutoCAD SHX Text

PLUM

AutoCAD SHX Text 46.21

AutoCAD SHX Text

EL=52.44

AutoCAD SHX Text 50.81

AutoCAD SHX Text 52.47

AutoCAD SHX Text 46.12

AutoCAD SHX Text

EL=51.96

AutoCAD SHX Text

CONC

AutoCAD SHX Text 12"

AutoCAD SHX Text

PLUM

AutoCAD SHX Text 47.03

AutoCAD SHX Text 48.23

AutoCAD SHX Text 50.95

AutoCAD SHX Text 50.79

AutoCAD SHX Text

STONE PAVERS

AutoCAD SHX Text 51.58

AutoCAD SHX Text 51.19

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 46.04

AutoCAD SHX Text 50.64

AutoCAD SHX Text 48.18

AutoCAD SHX Text 50.41

AutoCAD SHX Text

CONC

AutoCAD SHX Text 46.92

AutoCAD SHX Text 45.93

AutoCAD SHX Text 45.90

AutoCAD SHX Text 45.36

AutoCAD SHX Text 50.66

AutoCAD SHX Text 46.17

AutoCAD SHX Text 47.99

AutoCAD SHX Text

EL=51.86

AutoCAD SHX Text

EL=51.74

AutoCAD SHX Text

CONC

AutoCAD SHX Text 50.88

AutoCAD SHX Text 51.93

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 45.77

AutoCAD SHX Text

CONC

AutoCAD SHX Text 46.69

AutoCAD SHX Text 50.66

AutoCAD SHX Text

2 STORY

AutoCAD SHX Text

BRICK

AutoCAD SHX Text 51.78

AutoCAD SHX Text 51.17

AutoCAD SHX Text 47.55

AutoCAD SHX Text 52.00

AutoCAD SHX Text 50.51

AutoCAD SHX Text 45.67

AutoCAD SHX Text 47.88

AutoCAD SHX Text 50.76

AutoCAD SHX Text 50.99

AutoCAD SHX Text

MAC

AutoCAD SHX Text 32.48

AutoCAD SHX Text 51.25

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 49.76

AutoCAD SHX Text 20"

AutoCAD SHX Text

OAK

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text 49.03

AutoCAD SHX Text 50.36

AutoCAD SHX Text 49.92

AutoCAD SHX Text 46.15

AutoCAD SHX Text 51.06

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 51.68

AutoCAD SHX Text 51.63

AutoCAD SHX Text

EL=51.85

AutoCAD SHX Text 5"

AutoCAD SHX Text

DOGWOOD

AutoCAD SHX Text 49.43

AutoCAD SHX Text 49.12

AutoCAD SHX Text

MAC

AutoCAD SHX Text 49.96

AutoCAD SHX Text 46.30

AutoCAD SHX Text 45.96

AutoCAD SHX Text 51.81

AutoCAD SHX Text 51.25

AutoCAD SHX Text 51.81

AutoCAD SHX Text 51.53

AutoCAD SHX Text 49.78

AutoCAD SHX Text 48.45

AutoCAD SHX Text 46.02

AutoCAD SHX Text 51.49

AutoCAD SHX Text 51.59

AutoCAD SHX Text 10"

AutoCAD SHX Text

APPLE

AutoCAD SHX Text 14"

AutoCAD SHX Text

OAK

AutoCAD SHX Text 49.80

AutoCAD SHX Text 50.62

AutoCAD SHX Text 47.83

AutoCAD SHX Text

FENCE ANCHOR (TYP)

AutoCAD SHX Text

BRICK (TYP)

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL GRATE

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

SHRUBS AND FLOWERS

AutoCAD SHX Text

2 STORY

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

BRICK COLUMN (TYP)

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text E 2684194

AutoCAD SHX Text N 233884

AutoCAD SHX Text E 2684327

AutoCAD SHX Text E 2684194

AutoCAD SHX Text N 233664

AutoCAD SHX Text

CORPORAL MICHAEL J. CRESCENZ VA MEDICAL CENTER PHILADELPHIA, PA

AutoCAD SHX Text 2215 Conowingo Rd, Suite 100 Bel Air, Maryland 21015-1436 410.803.0009 fax 410.836.6611

AutoCAD SHX Text BUILDING COST CONSULTANTS COST ESTIMATING 12917 - 30TH AVENUE PLATTSMOUTH, NEBRASKA 68048 402.298.8260 - FAX 402.298.8290

AutoCAD SHX Text KOFFEL ASSOCIATES FIRE PROTECTION ENGINEERS 8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MARYLAND 21045 410.750.2246 - FAX 410.750.2588

AutoCAD SHX Text WHITMAN REQUARDT & ASSOCIATES CIVIL ENGINEER 801 SOUTH CAROLINE STREET BALTIMORE, MARYLAND 21231 410.235.3450 - FAX 443.224.1820

AutoCAD SHX Text RICKERT ENGINEERING, INC. STRUCTURAL ENGINEERING 8813 WALTHAM WOODS ROAD, SUITE 301 BALTIMORE, MARYLAND 21234 410.663.5110 - FAX 410.663.5114

AutoCAD SHX Text

PHASE 1-UPGRADE PATIENT ENVIRONMENT NHCU ADDITION

AutoCAD SHX Text BURDETTE KOEHLER MURPHY & ASSOCIATES, INC. MECHANICAL / ELECTRICAL ENGINEERS 1416 CLARKVIEW ROAD BALTIMORE, MARYLAND 21209 410.323.0600 - FAX 410.377.2543

AutoCAD SHX Text 642-16-107

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 5 WORKING DAYS IN DESIGN STAGE - STOP! CALL!

AutoCAD SHX Text BEFORE YOU DIG CALL! 1-800-242-1776 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE

AutoCAD SHX Text

POCS SERIAL NUMBER

AutoCAD SHX Text

PENNSYLVANIA ONE CALL SYSTEM, INC.

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

SIGN

BUILDING

ADDITION

REFER TO THE ARCHITECTURAL

DRAWINGS FOR MAIN ENTRY

INFORMATION. NOT IN CONTRACT.

REFER TO THE

ARCHITECTURAL

DRAWINGS FOR THE

FACADE INFORMATION.

REFER TO THE

ARCHITECTURAL

DRAWINGS FOR THE

FACADE INFORMATION.

BENCH

(TYP.)

SIDEWALK STRIPING

CURB CUT

RAILING AND

5' CONCRETE SIDEWALK

RAILING AND

5' CONCRETE SIDEWALK

CONCRETE PATIO AREA

5' CONCRETE SIDEWALK

C-4(P1)

C-5(P1)

FENCE

C-5(P1)

REFER TO THE

ARCHITECTURAL

DRAWINGS FOR DOOR

INFORMATION.

SECTION A-A

SEE DWG C5(P1)

GATE (MATCH TO

PROPOSED FENCE)

WITH CARD READER

(SEE ELECTRICAL

DWGS)

GATE (MATCH TO

PROPOSED FENCE)

WITH PANIC CONTROL

FUTURE LOCATION OF

SCULPTURE.

SEE SCULPTURE NOTE

ON DWG L1(P1)

51.86

51.74

52.08

51.76

51.88

51.46

51.25

MATCH

EXISTING

51.05 51.17

51.58

51.55

50.36

50.55 TC

50.22 BC

48.86

49.03 TC

48.70 BC

48.51

48.57 TC

48.24 BC

47.72

47.95 TC

47.62 BC

49.85

50.00 TC

49.67 BC

50.73 TC

50.40 BC

50.83 TC

50.50 BC

52.69 TC

52.36 BC

52.44

50.50 BC

50.73 TC

50.40 BC

52.34

51.54

Unit B

Unit C

Unit A

Court

C o u r t

(N.I.C.)

I C

A d d i t i o n

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURE

PLANNING

ENGINEERING

Plan North 1st Floor Building Key PlanTrue North

10/13/17 Dwg. Of 96

GENERAL NOTES:

1. OWNER: DEPARTMENT OF VETERANS AFFAIRS

3900 WOODLAND AVENUE

PHILADELPHIA, PA 19104

2. A FIELD SURVEY OF THE SITE WAS PERFORMED BY WHITMAN REQUARDT &

ASSOCIATES, MAY 2017.

3. UNLESS SPECIFICALLY STATED OR SHOWN HEREON TO THE CONTRARY,

THIS SURVEY IS MADE SUBJECT TO AND DOES NOT LOCATE OR DELINEATE:

A. RIGHTS OR INTERESTS OF THE UNITED STATES OF AMERICA OR

COMMONWEALTH OF PENNSYLVANIA OVER LANDS NOW OR FORMERLY

FLOWED BY TIDEWATER BUT NO LONGER VISIBLE OR PHYSICALLY

EVIDENT, OR LANDS CONTAINING ANY ANIMAL, MARINE, OR BOTANICAL

SPECIES REGULATED BY OR UNDER THE JURISDICTION OF ANY

FEDERAL, STATE, OR LOCAL AGENCY.

B. BUILDING SETBACK LINES, ZONING REGULATIONS OR LINES

ESTABLISHED BY ANY FEDERAL, STATE OR LOCAL AGENCY WHICH MAY

AFFECT THE BUILDING OR DEVELOPMENT POTENTIAL OF THE SUBJECT

PROPERTY.

C. ANY SUBSURFACE OR SUBTERRANEAN CONDITION, EASEMENTS OR

RIGHTS INCLUDING BUT NOT LIMITED TO MINERAL OR MINING RIGHTS,

OR THE LOCATION OF OR RIGHTS TO ANY SUBSURFACE STRUCTURES,

CONTAINERS OR FACILITIES OR ANY OTHER NATURAL OR MAN-MADE

SUBSURFACE CONDITION WHICH MAY OR MAY NOT AFFECT THE USE OR

DEVELOPMENT POTENTIAL OF THE SUBJECT PROPERTY.

4. LOCATIONS OF ON AND OFF SITE UTILITIES AS SHOWN ARE APPROXIMATE

AND MAY OR MAY NOT BE COMPLETE. THE NATURE AND EXACT LOCATION

OF EXISTING UTILITIES SHOULD BE VERIFIED PRIOR TO INITIATING ANY

ACTIVITY THAT MAY AFFECT THEIR USE OR LOCATION.

5. A. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON

THIS PLAN HAVE BEEN TAKEN FROM EXISTING UTILITY RECORDS

AVAILABLE AT THE TIME THESE PLANS WERE PREPARED AND FROM

SURFACE OBSERVATION OF THE SITE.

B. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF

UNDERGROUND UTILITIES AND STRUCTURES IS NOT GUARANTEED.

C. IN ACCORDANCE WITH PA ACT 287 OF 1974 AS AMENDED BY PA ACT 121

OF 2008 ENTITLED "UNDERGROUND UTILITY LINE PROTECTION LAW".

THE CONTRACTOR SHALL NOTIFY ALL UTILITIES WITHIN THE WORK

AREA VIA THE PENNSYLVANIA ONE CALL SYSTEM, INC. (800-242-1776) A

MINIMUM OF 3 WORKING DAYS BEFORE THE START OF EXCAVATION.

D. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF ALL

UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE START OF

WORK.

6. REFERENCE IS MADE TO PENNSYLVANIA ONE CALL SYSTEM, ASSIGNED

SERIAL NUMBERS 20100832279 IN ACCORDANCE WITH PA ACT 287 OF 1974

AS AMENDED BY PA ACT 121 OF 2008 ENTITLED "UNDERGROUND UTILITY

LINE PROTECTION LAW". (800-242-1776)

7. CONTRACTOR MAY STAGE WITHIN THE LOD, NO ADDITIONAL STAGING

AREAS WILL BE PROVIDED.

8. ALL DIMENSIONS SHOWN ARE IN CITY OF PHILADELPHIA DISTRICT

STANDARD MEASURE (DS) UNLESS DESIGNATED (US) TO DENOTE U.S.

STANDARD MEASURE.

9. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE

REPORT.

10.THIS PLAN WAS PREPARED IN ACCORDANCE WITH INSTRUCTIONS OF THE

CLIENT.

11.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC THROUGHOUT THE

DURATION. THE ADJACENT PARKING LOT WILL REMAIN OPEN AND ACTIVE

DURING CONSTRUCTION. NOTIFY VA REPRESENTATIVES ONE WEEK IN

ADVANCED FOR LARGE DELIVERIES.

12.TRAVERSE DATA:

COORDINATES SHOWN HEREON ARE BASED ON THE

PENNSYLVANIA SOUTH COORDINATE SYATEM NAD'83 (2007) NAVD'88

AND WERE DERIVED FROM THE FOLLOWING SURVEY CONTROL

STATIONS:

POINT NORTH EAST ELEV.

AI4369 222315.4855 2711852.6292 8.9960

JU0843 241988.2798 2646456.9010 305.9508

GRADING NOTES:

1. A GEOTECHNICAL ENGINEER IS REQUIRED TO INSPECT, TEST AND

CERTIFY TO THE COMPACTION OF ALL LOAD BEARING FILLS.

2. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS

MINIMUMS FOR RELATIVELY DRY, STABLE EARTH CONDITIONS.

ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES AND

WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO

PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO

PROPERLY CONSTRUCT THE WORK.

3. COMPACTION OF THE BACKFILL OF ALL TRENCHES MUST BE COMPACTED

TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM

D698). BACKFILL MATERIAL MUST BE FREE FROM ROOTS, STUMPS, OR

OTHER FOREIGN DEBRIS AND MUST BE PLACED IN LIFTS NOT TO EXCEED

6 INCHES IN COMPACTED FILL THICKNESS. A REPORT FROM A

GEOTECHNICAL ENGINEER MAY BE REQUIRED. CORRECTION OF ANY

TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

4. THE CONTRACTOR WILL INSURE THAT POSITIVE AND ADEQUATE

DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS

THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR

RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE

BEEN DAMAGED OR REMOVED OR REGRADING AS REQUIRED BY THE

ENGINEER.

5. EXCESS EARTH CUT MATERIAL, IF ANY, SHALL BECOME THE

RESPONSIBILITY OF THE CONTRACTOR AND MUST BE REMOVED FROM

THE SITE UNLESS OTHERWISE APPROVED TO BE PLACED ON SITE BY THE

OWNER.

6. THE CONTRACTOR MUST PROVIDE ANY AND ALL EXCAVATION AND

MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS.

ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE THE

CONTRACTOR'S RESPONSIBILITY.

7. SOILS TESTING AND ON-SITE INSPECTION MUST BE PERFORMED BY AN

INDEPENDENT GEOTECHNICAL ENGINEER. THE SOILS ENGINEER MUST

PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, THE OWNER

AND THE OWNER'S REPRESENTATIVE AND MUST PROMPTLY NOTIFY THE

OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR, SHOULD WORK

PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE

SPECIFICATIONS.

8. CONTRACTOR MUST FURNISH AND MAINTAIN ALL NECESSARY

BARRICADES AROUND THE WORK AREA AND MUST PROVIDE PROTECTION

AGAINST WATER DAMAGE AND SOIL EROSION.

9. TOP OF WALL/BOTTOM OF WALL (TW/BW) SHOTS SHOWN ON THE

GRADING PLAN INDICATE TOPOGRAPHIC ELEVATIONS ADJACENT TO THE

WALL AND ARE NOT THE PHYSICAL TOP OF WALL OR BOTTOM OF WALL.

GRADING PLAN

1" = 20'

SITE AND UTILITY PLAN

1" = 20'

30-C2(P1)

BWJ AKC

SITE AND UTILITY AND GRADING

PLAN

PROPOSED LIMIT OF DISTURBANCE

PROPOSED CURB AND RAILING

PROPOSED CONCRETE SIDEWALK

PROPOSED STORM SEWER MANHOLE

PROPOSED STORM SEWER

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

GENERAL UTILITY NOTES:

1. WATER MAINS AND SERVICES TO HAVE MINIMUM 4' COVER.

2. ALL GRASSED AREAS DISTURBED BY CONTRACTOR'S OPERATIONS MUST

BE GRADED, TOPSOILED SEEDED AND MULCHED UNLESS OTHERWISE

NOTED.

3. CONTRACTOR MUST PROTECT AND SUPPORT ALL EXPOSED LINES AND

BE RESPONSIBLE FOR MAKING COMPLETE RESTORATION OF DAMAGED

PIPING, CONDUIT, WIRING, CABLES AND APPURTENANCES AT NO COST

TO THE OWNER OF THE SAID UTILITIES, THE VA HOSPITAL OR

ENGINEERS.

4. CONTRACTOR IS CAUTIONED TO PROTECT ANY STRUCTURES

IMMEDIATELY ADJACENT TO HIS EXCAVATION AREAS. ANY DAMAGE TO

STRUCTURE MUST BE REPAIRED BY CONTRACTOR AT HIS OWN COST.

5. INVERTS OF EXISTING SEWER CONNECTIONS WHERE PROPOSED SEWER

CONNECTIONS ARE TO BE MADE MUST BE VERIFIED BY THE

CONTRACTOR BEFORE CONSTRUCTION. CONTRACTOR MUST REPORT

ANY CONFLICT TO RESIDENT ENGINEER BEFORE CONSTRUCTION.

6. LOCATIONS, DEPTHS, AND SIZES OF UTILITIES AS SHOWN IN PLANS AND

PROFILES ARE APPROXIMATE. CONTRACTOR MUST CONTACT UTILITIES

AT LEAST THREE (3) DAYS PRIOR TO BEGINNING CONSTRUCTION TO

CONFIRM LOCATIONS, DEPTHS AND SIZES OF THEIR FACILITIES.

7. IF UTILITY CONFLICTS ARE ENCOUNTERED DURING CONSTRUCTION, THE

CONTRACTOR MUST IMMEDIATELY INFORM THE RESIDENT ENGINEER

AND MAKE ARRANGEMENTS WITH THE VA HOSPITAL FOR THE

RELOCATION OF THE NECESSARY UTILITIES AT NO COST TO THE OWNER

OR THE ENGINEER.

8. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS ARE APPROXIMATE,

CONTRACTOR MUST ADJUST RIMS TO MATCH FINAL GRADE ADJACENT

TO SAME.

9. BURYING OF CONSTRUCTION DEBRIS IS PROHIBITED.

10. ALL TRENCHES MUST BE SHORED IN ACCORDANCE WITH OSHA

STANDARDS.

11. CONSTRUCTION OF UTILITY SERVICES AND RECONSTRUCTION OF

EXISTING UTILITIES MUST BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANIES AND THE

DEPARTMENT OF VETERAN AFFAIRS.

12. REFER TO PLUMBING DRAWINGS FOR PIPING WITHIN BUILDING

ADDITION, AND ANY OTHER SYSTEMS INTERNAL TO THE STRUCTURE.

GENERAL UTILITY NOTES CONT:

13. ALL STORM INLET DISCHARGE PIPES ARE TO BE AT A MINIMUM 2% SLOPE

14. UTILITY COORDINATION MUST BE INCLUDED IN THE PROJECT SCHEDULE

AND IT IS THE EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO

ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE NECESSARY

RELOCATIONS. THE CONTRACTOR WILL NOT BE PAID ADDITIONALLY FOR

THIS COORDINATION. IF CONFLICTS ARE FOUND, THE CONTRACTOR

MUST IMMEDIATELY NOTIFY THE OWNER AND DESIGN ENGINEER FOR

INSTRUCTION BEFORE PROCEEDING WITH WORK.

15. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE

DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS.

THIS MAY INCLUDE, BUT NOT BE LIMITED TO REPLACEMENT OR

RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE

BEEN DAMAGED OR REMOVED OR REGRADING AS REQUIRED BY THE

ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC

LOCATIONS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED

ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS

INCURRED TO COMPLY WITH THIS REQUIREMENT.

16. CONTRACTOR TO PROVIDE MEANS AND METHODS FOR TRENCH OF ANY

UTILITY MORE THAN 4' IN DEPTH. SHEETING AND SHORING WILL BE

REQUIRED.

LEGEND

EXISTING WATER LINES

EXISTING UNDERGROUND GAS LINES

EXISTING SANITARY SEWER LINES

EXISTING TELEPHONE LINES

FENCE LINE

STORM SEWER LINES

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EDGE OF PAVEMENT

SANITARY MANHOLE

STORM SEWER MANHOLE

LANDSCAPING

INLET

STREET LAMP

UTILITY POLE

PROPERTY CORNER FOUND

WATER VALVE

WATER METER

FIRE HYDRANT

PARKING OR DIRECTIONAL SIGN

GUIDE SIGN

CURB CUT

LANDING

RAMP

LANDING

FENCE

RIP RAP OUTFALL

TC 51.37

BC 51.04

SPOT ELEVATION

(TC=TOP OF CURB, BC=BOTTOM OF CURB)

12/20/1712/20/17

AutoCAD SHX Text D

AutoCAD SHX Text

SSMH(1181)

AutoCAD SHX Text

TOP:50.17

AutoCAD SHX Text

WV(1420)

AutoCAD SHX Text

TOP EL: 27.84

AutoCAD SHX Text

WV(1332)

AutoCAD SHX Text

TOP EL: 34.06

AutoCAD SHX Text

SDMH(1303)

AutoCAD SHX Text

TOP:51.61

AutoCAD SHX Text

SDMH(1305)

AutoCAD SHX Text

TOP:49.70

AutoCAD SHX Text

WV(1355)

AutoCAD SHX Text

TOP EL: 40.85

AutoCAD SHX Text

TOP:47.10

AutoCAD SHX Text

WV(1417)

AutoCAD SHX Text

TOP EL: 35.56

AutoCAD SHX Text

SDMH(1228)

AutoCAD SHX Text

TOP:47.22

AutoCAD SHX Text

TOP:45.68

AutoCAD SHX Text

WV(1419)

AutoCAD SHX Text

TOP EL: 30.50

AutoCAD SHX Text

INLET(1038)

AutoCAD SHX Text

INLET(1246)

AutoCAD SHX Text

INV:35.49

AutoCAD SHX Text

INV:40.19

AutoCAD SHX Text

INV:30.39

AutoCAD SHX Text 12"

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:36.68

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:40.22

AutoCAD SHX Text

INV:40.42

AutoCAD SHX Text

INV:41.00

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:41.10

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:41.10

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:42.70

AutoCAD SHX Text

INV:42.80

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:44.51

AutoCAD SHX Text

INV:44.71

AutoCAD SHX Text

INV:44.61

AutoCAD SHX Text 15"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text

INV:35.47

AutoCAD SHX Text

INV:43.07

AutoCAD SHX Text 8"

AutoCAD SHX Text

INV:35.27

AutoCAD SHX Text 10"

AutoCAD SHX Text

TOP NUT: 39.45

AutoCAD SHX Text

(FILLED W/EL. CABLES)

AutoCAD SHX Text

(CAN'T OPEN)

AutoCAD SHX Text

TOP NUT: 31.56

AutoCAD SHX Text

(CAN'T OPEN)

AutoCAD SHX Text

(CAN'T OPEN)

AutoCAD SHX Text

TOP EL: 30.74

AutoCAD SHX Text

WMH(1418)

AutoCAD SHX Text

TOP EL: 30.06

AutoCAD SHX Text

(CAN'T OPEN)

AutoCAD SHX Text

WMH(1318)

AutoCAD SHX Text

TOP NUT: 27.46

AutoCAD SHX Text

TOP EL: 40.24

AutoCAD SHX Text

WMH(1354)

AutoCAD SHX Text

TOP 12" WL: 38.24

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text

TOP PIPE:31.89

AutoCAD SHX Text

SDMH(1037)

AutoCAD SHX Text

TOP:45.89

AutoCAD SHX Text

INV:36.88

AutoCAD SHX Text

INV:30.19

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text 51.27

AutoCAD SHX Text 50.87

AutoCAD SHX Text 49.21

AutoCAD SHX Text 10"

AutoCAD SHX Text

PLUM

AutoCAD SHX Text

EL=52.44

AutoCAD SHX Text

EL=51.96

AutoCAD SHX Text 50.85

AutoCAD SHX Text 12"

AutoCAD SHX Text

PLUM

AutoCAD SHX Text 50.79

AutoCAD SHX Text 50.87

AutoCAD SHX Text 51.08

AutoCAD SHX Text 50.81

AutoCAD SHX Text 51.00

AutoCAD SHX Text

EL=51.86

AutoCAD SHX Text

EL=51.74

AutoCAD SHX Text 50.47

AutoCAD SHX Text 51.12

AutoCAD SHX Text 51.16

AutoCAD SHX Text 50.63

AutoCAD SHX Text 50.86

AutoCAD SHX Text 20"

AutoCAD SHX Text

OAK

AutoCAD SHX Text 50.98

AutoCAD SHX Text 50.04

AutoCAD SHX Text

EL=51.85

AutoCAD SHX Text 5"

AutoCAD SHX Text

DOGWOOD

AutoCAD SHX Text 50.93

AutoCAD SHX Text 51.08

AutoCAD SHX Text 10"

AutoCAD SHX Text

APPLE

AutoCAD SHX Text 49.69

AutoCAD SHX Text 14"

AutoCAD SHX Text

OAK

AutoCAD SHX Text

FENCE ANCHOR (TYP)

AutoCAD SHX Text

BRICK (TYP)

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

CONC

AutoCAD SHX Text

SHRUBS AND FLOWERS

AutoCAD SHX Text

BRICK COLUMN (TYP)

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text

WMH

AutoCAD SHX Text E 2684194

AutoCAD SHX Text N 233884

AutoCAD SHX Text E 2684327

AutoCAD SHX Text E 2684194

AutoCAD SHX Text N 233664

AutoCAD SHX Text S

AutoCAD SHX Text

CONC

AutoCAD SHX Text

IRON GATE

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

DOWN SPOUT

AutoCAD SHX Text

EX. SANITARY MH

AutoCAD SHX Text

RIM=+/-49.85

AutoCAD SHX Text

INV A(IN)=+/-43.55 10" P.V.C.

AutoCAD SHX Text

INV B(OUT)=+/-43.54 10" P.V.C.

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

ENCLOSED

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

DEPRESSED

AutoCAD SHX Text

PAVED PARKING

AutoCAD SHX Text

IRON FENCE

AutoCAD SHX Text S

AutoCAD SHX Text

EX. SANITARY MH

AutoCAD SHX Text

APPROX. LOCATION. BASED ON "CLIN

AutoCAD SHX Text

ADD'N/RENOVAT'N/240 BED N.H.C.U",

AutoCAD SHX Text

DATED 11-8-95.

AutoCAD SHX Text

EX. 6" WATER LINE

AutoCAD SHX Text

APPROX. LOCATION BASED ON "CLIN

AutoCAD SHX Text

ADD'N/RENOVAT'N/240 BED N.H.C.U",

AutoCAD SHX Text

DATED 11-8-95.

AutoCAD SHX Text

EX. 6" WATER LINE

AutoCAD SHX Text

APPROX. LOCATION BASED ON

AutoCAD SHX Text

"CLIN ADD'N/RENOVAT'N/240

AutoCAD SHX Text

BED N.H.C.U", DATED 11-8-95.

AutoCAD SHX Text

EX. 12" WATER MAIN

AutoCAD SHX Text

APPROX. LOCATION BASED ON

AutoCAD SHX Text

"CLIN ADD'N/RENOVAT'N/240

AutoCAD SHX Text

BED N.H.C.U", DATED 11-8-95.

AutoCAD SHX Text

CIVIC CENTER BLVD.

AutoCAD SHX Text

PA STATE ROAD LEGALLY OPEN - ON CITY PLANS

AutoCAD SHX Text

SSMH(1181)

AutoCAD SHX Text

TOP:50.17

AutoCAD SHX Text

SDMH(1303)

AutoCAD SHX Text

TOP:51.61

AutoCAD SHX Text

SDMH(1305)

AutoCAD SHX Text

TOP:49.70

AutoCAD SHX Text

TOP:47.10

AutoCAD SHX Text

SDMH(1228)

AutoCAD SHX Text

TOP:47.22

AutoCAD SHX Text

TOP:45.68

AutoCAD SHX Text

INLET(1038)

AutoCAD SHX Text

INLET(1246)

AutoCAD SHX Text

INV:35.49

AutoCAD SHX Text

INV:40.19

AutoCAD SHX Text

INV:30.39

AutoCAD SHX Text 12"

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:36.68

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:40.22

AutoCAD SHX Text

INV:40.42

AutoCAD SHX Text

INV:41.00

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:41.10

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:41.10

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:42.70

AutoCAD SHX Text

INV:42.80

AutoCAD SHX Text 15"

AutoCAD SHX Text

INV:44.51

AutoCAD SHX Text

INV:44.71

AutoCAD SHX Text

INV:44.61

AutoCAD SHX Text 15"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text

INV:35.47

AutoCAD SHX Text

INV:43.07

AutoCAD SHX Text 8"

AutoCAD SHX Text

INV:35.27

AutoCAD SHX Text 10"

AutoCAD SHX Text

TOP PIPE:31.89

AutoCAD SHX Text

SDMH(1037)

AutoCAD SHX Text

TOP:45.89

AutoCAD SHX Text

INV:36.88

AutoCAD SHX Text

INV:30.19

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text 51.49

AutoCAD SHX Text 51.27

AutoCAD SHX Text 50.87

AutoCAD SHX Text 49.21

AutoCAD SHX Text 10"

AutoCAD SHX Text

PLUM

AutoCAD SHX Text

EL=52.44

AutoCAD SHX Text 52.47

AutoCAD SHX Text

EL=51.96

AutoCAD SHX Text 50.85

AutoCAD SHX Text

CONC

AutoCAD SHX Text 12"

AutoCAD SHX Text

PLUM

AutoCAD SHX Text 48.23

AutoCAD SHX Text

STONE PAVERS

AutoCAD SHX Text 51.58

AutoCAD SHX Text 50.79

AutoCAD SHX Text 50.87

AutoCAD SHX Text

CONC

AutoCAD SHX Text 51.08

AutoCAD SHX Text 50.81

AutoCAD SHX Text 45.36

AutoCAD SHX Text 50.66

AutoCAD SHX Text 51.00

AutoCAD SHX Text

EL=51.86

AutoCAD SHX Text

EL=51.74

AutoCAD SHX Text

CONC

AutoCAD SHX Text 50.88

AutoCAD SHX Text 50.47

AutoCAD SHX Text 51.12

AutoCAD SHX Text

CONC

AutoCAD SHX Text 50.66

AutoCAD SHX Text 51.16

AutoCAD SHX Text 47.55

AutoCAD SHX Text 50.63

AutoCAD SHX Text 47.88

AutoCAD SHX Text 50.76

AutoCAD SHX Text 50.86

AutoCAD SHX Text 20"

AutoCAD SHX Text

OAK

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text 49.03

AutoCAD SHX Text 50.36

AutoCAD SHX Text 51.06

AutoCAD SHX Text 50.98

AutoCAD SHX Text 50.04

AutoCAD SHX Text

EL=51.85

AutoCAD SHX Text 5"

AutoCAD SHX Text

DOGWOOD

AutoCAD SHX Text 49.43

AutoCAD SHX Text 49.12

AutoCAD SHX Text 48.45

AutoCAD SHX Text 50.93

AutoCAD SHX Text 51.08

AutoCAD SHX Text 10"

AutoCAD SHX Text

APPLE

AutoCAD SHX Text 49.69

AutoCAD SHX Text 14"

AutoCAD SHX Text

OAK

AutoCAD SHX Text 49.80

AutoCAD SHX Text 47.83

AutoCAD SHX Text

FENCE ANCHOR (TYP)

AutoCAD SHX Text

BRICK (TYP)

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL GRATE

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

CONC

AutoCAD SHX Text

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