A04_SOW_Bench_CD_documents_Redlines_-R1.pdf

TW32.00'

BW30.31'

30.34

30.80

30.6

29.99

29.97 30.11

30.78

30.89

30.82

30.04 29.82

29.8729.57

29.98

30.26

29.97

30.

30.07

30.78

30.89

30.37

30.46 30.52

30.30

30.25

30.61

29.55

29.62

29.78

29.62

29.65

29.55 29.80

30.76

30.85

TC28.65 TC28.95 TC29.01 TC29.26 TC29.28

TC29.57

TC29.58

TC29.90

TC30.32

TC30.75

TC30.77

TC30.21

TC30.25

TC29.95

TC29.63

TC29.82

TC29.00

TC29.19TC29.12TC29.05TC28.83TC28.62TC28.52

BC28.20 BC28.39

BC28.22 BC28.57 BC28.72

BC28.76

BC28.95

BC28.98 BC29.01

BC29.03 BC28.92

BC28.79

BC29.47

BC29.31

BC29.13

BC29.45

BC29.85

BC30.08

BC30.30

BC29.92

BC29.72

BC29.45

BC28.88

BC28.99

TC29.98

.57

.41

.24

29.90

30.23

30.31

30.31

29.7529.4929.13 29.44

30.96

.33

30.8530.64

TW32.00'

BW30.31'

25.9'

52.0'

6"-GT 8"-GB

8"-GB 8"-GB 8"-GB

8"-GB

STUMP

STUMP STUMP

2"-GT

8"-GB

6"-GT

STUMP

3"-CO 4"-QR

2"-GT STUMP

13.3'

18.5'

16.3'

28.5

29.5

29.5

30.5

.5

.5

.5

.5

30.5

A/E FIRM - 23016

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO� INC.

BALTIMORE� MD

CIVIL:

VHB

WILLIAMSBURG� VA

LANDSCAPE ARCH:

LAND COLLECTIVE

PHILADELPHIA� PA

STRUCTURAL:

KEAST HOOD

PHILADELPHIA� PA

MEP ENGINEER:

BB A �IMEG�

PHILADELPHIA� PA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

REVISIONS:

INDEPENDENCE NATIONAL HISTORICAL PARK

187087

31763�� 3�1�18

VD

RW

TH

REHABILITATE DECLARATION

HOUSE

NO. DATE DESCRIPTION

PROFESSIONAL

REGISTERED

ENGINEER

NO. 77963

Timothy James Hogan

C O

MMONWEALTH

O F

P E

N

N S Y L V A

N I

A

02/25/25

10 0 10 20

SCALE OF FEET

THIS SITE LIES IN ZONE X, AREA DETERMINED TO BE

OUTSIDE THE 0.2% ANNUAL FLOODPLAIN.

FIRM FLOOD INSURANCE RATE MAP:

CITY OF PHILADELPHIA PENNSYLVANIA,

PHILADELPHIA COUNTY

PANEL 184 OF 230

MAP NUMBER 4207570184H,

MAP REVISED NOVEMBER 18, 2005

CONCRETE

CONCRETE PAVERS

EXPOSED AGG. CONCRETE

UKNOWN MANHOLE

BRICK

FINISHED FLOOR ELEVATIONF.F.E.=

DRAIN MANHOLE

CATCH BASIN

WATER VALVE

FIRE HYDRANT

STREET SIGN

LIGHT POLE

D

S SIGNAL BOX

BOLLARD

CROSSWALK SIGNAL

WATER MHW

ELECTRIC MHE

TELECOM. MHT

U UNKNOWN VALVE

MINOR TOPOGRAPHIC CONTOUR

MAJOR TOPOGRAPHIC CONTOUR

BOTTOM OF CURB

TOP OF CURB

SPOT ELEVATION29.50

BC

TC

TREE

GENERAL NOTES

1. THE PROJECT HORIZONTAL DATUM SHOWN HEREON REFERENCES THE PENNSYLVANIA SOUTH STATE PLANE COORDINATE SYSTEM NAD83

2. THE PROJECT VERTICAL DATUM SHOWN HEREON IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) (GEOID 12B) AS DERIVED FROM

NATIONAL GEODETIC SURVEY CONTROL STATIONS USING GNSS RTN OBSERVATIONS

3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFITS OF A TITLE COMMITMENT/REPORT AND THEREFORE MAY NOT INDICATE ALL EXISTING

ENCUMBRANCES OF THE PROPERTY SHOWN HEREON AND IS SUBJECT TO THE FINDINGS OF A FULL AND ACCURATE TITLE SEARCH

4. THE PROPERTY SHOWN HEREON IS SUBJECT TO THE FINDINGS OF A FULL AND ACCURATE TITLE SEARCH FOR ALL ADJOINING PROPERTIES.

5. UNLESS OTHERWISE SHOWN, BUILDING OFFSETS ARE FROM THE FOUNDATION. BUILDING OFFSETS MUST NOT BE UTILIZED TO ESTABLISH

PROPERTY LINES.

6. FIELD SURVEY BY VHB ON JUNE 6TH, 2023.

7. ALL LINEAR DIMENSIONS, ELEVATIONS, AND COORDINATES, UNLESS OTHERWISE NOTED, ARE U.S. SURVEY FEET.

8. UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN HEREON ARE AT-GRADE DISTANCES BASED ON THE MODIFIED GROUND PSSPCS AS PER

NOTE 1 ABOVE.

9. THE DEPICTION OF UNDERGROUND FEATURES HEREON IS APPROXIMATE, BASED ON SURFACE EVIDENCE VISIBLE AT THE TIME OF THE FIELD

SURVEY, UNLESS OTHERWISE NOTED.

10. NO RESPONSIBILITY OR LIABILITY IS ASSUMED BY THE SURVEYOR FOR LOCATIONS OF UTILITIES OR EASEMENTS, IF ANY, LOCATED BELOW THE

SURFACE OR NOT VISIBLE ON THE SURFACE OF THE LANDS SHOWN HEREON.

11. THE INFORMATION WITHIN THE PROJECT LIMITS SHOWN HEREON CORRECTLY REPRESENTS THE CONDITIONS FOUND AT, AND AS OF THE DATE

OF THE FIELD SURVEY, EXCEPT SUCH IMPROVEMENTS OR EASEMENTS, IF ANY, BELOW THE SURFACE AND NOT VISIBLE.

12. UNLESS SPECIFICALLY NOTED HEREON, STORM DRAIN AND SANITARY SEWER INFORMATION (INCLUDING PIPE INVERT, PIPE MATERIAL, AND PIPE

SIZE) WAS OBSERVED AND MEASURED AT FIELD LOCATED STRUCTURES (MANHOLES, CATCH BASINS, OUTFALL STRUCTURES, ETC.). CONDITIONS CAN VARY FROM THOSE ENCOUNTERED AT THE TIMES WHEN AND THE LOCATIONS WHERE DATA WAS OBTAINED. DESPITE MEETING THE REQUIRED STANDARD OF CARE THE SURVEYOR CANNOT AND DOES NOT WARRANT THAT PIPE MATERIAL AND/OR PIPE SIZE THROUGHOUT THE PIPE RUN ARE THE SAME AS THOSE OBSERVED AT EACH STRUCTURE, OR THAT THE PIPE RUN IS STRAIGHT BETWEEN THE LOCATED STRUCTURES.

13. UNLESS SPECIFICALLY NOTED HEREON, THE SURVEYOR HAS NOT PERFORMED EXCAVATIONS TO PHYSICALLY LOCATE ANY UNDERGROUND UTILITIES OR STRUCTURES. THE SURVEYOR MAKES NO GUARANTEE OR WARRANTY THAT THE SHOWN UNDERGROUND UTILITIES ARE EITHER IN SERVICE, ABANDONED, OR SUITABLE FOR USE; OR ARE IN THE EXACT LOCATION OR CONFIGURATION DEPICTED HEREON.

REFERENCE PLANS

1. "CITY OF PHILADELPHIA REGISTRY MAP NO. 001S05"

2. "CITY OF PHILADELPHIA REGISTRY MAP NO. 001S04"

3. "CITY OF PHILADELPHIA REGISTRY MAP NO. 001N04"

W WATER LINE

TOP OF WALLTW

BOTTOM OF WALLBW

DEPRESSED CURBDC

SINGLE WHITE LINESWL

DOUBLE YELLOW LINEDYL

PROPERTY LINE

TREE TYPES

GB

GT

CO

QR

GINKGO TREE

THORNLESS HONEY LOCUST

COMMON HACKBERRY

RED OAK

GINKGO BILOBA

GLEDITSIA TRIACANTHOS VAR. INERMIS

CELTIS OCCIDENTALIS

QUERCUS RUBRA

COMMON NAME BOTANICAL NAME

DRAIN TILEDT

FLOW DIRECTION

G GAS LINE

ROW LINE

SHRUBS

CLEAN OUTCO

CAST IRONCI

TREE ABBREVIATION & 3"-XX (DBH) DIAMETER BREAST HEIGHT

E UNDERGROUND ELECTRIC LINE

S SANITARY SEWER PIPE

ST STEAM PIPE

T COMMUNICATION LINE

RW

CONVERSION FROM NAVD 88 TO

PHILADELPHIA LOCAL DATUM

RAINWATER

NORTH AMERICAN

VERTICAL DATUM OF

1988 (NAVD 88)

PHILADELPHIA

LOCAL DATUM (PLD)

0.0' ELEV.

-3.99' ELEV.

3.

EXAMPLE: NAVD88 ELEVATION

OF 100.00' = PLD 96.01'

scolar Oval scolar Oval scolar Oval scolar Oval scolar Oval scolar Oval scolar Oval scolar Oval scolar Oval scolar Callout

NEW BENCH, TYP

scolar Oval

NIC

AutoCAD SHX Text

EX. STEEL BENCH ANCHOR BRACKET

AutoCAD SHX Text NOTES: 1. REMOVE EXISTING FASTENER CONNECTING BENCH TO ANCHOR BRACKET. REMOVE EXISTING FASTENER CONNECTING BENCH TO ANCHOR BRACKET. 2. REMOVE EXISTING BENCH. REMOVE EXISTING BENCH. 3. ASSEMBLE BENCH PER MANUFACTURER SPECIFICATION. ASSEMBLE BENCH PER MANUFACTURER SPECIFICATION. 4. CLEAN EXISTING PAVING AND ANCHORS. CLEAN EXISTING PAVING AND ANCHORS. 5. INSPECT EXISTING FASTENER FOR SERVICEABILITY. IF LESS THAN THREE ANCHORS INSPECT EXISTING FASTENER FOR SERVICEABILITY. IF LESS THAN THREE ANCHORS ARE PRESENT OR SERVICEABLE, REPLACE MISSING OR DAMAGED ANCHOR PER MANUFACTURER'S SPECIFICATION. 6. FASTEN BENCH TO ANCHOR (THREE ANCHORS MINIMUM) WITH MARINE-GRADE FASTEN BENCH TO ANCHOR (THREE ANCHORS MINIMUM) WITH MARINE-GRADE ADHESIVE AND STAINLESS STEEL SCREWS.

AutoCAD SHX Text

EX.TEAK BENCH, TO BE REPLACED WITH MONARCH BENCH APPROVED EQUAL

AutoCAD SHX Text

BENCH REPLACEMENT WITH ON-GRADE ANCHOR DETAIL

AutoCAD SHX Text EX. PAVING (VARIES-SEE BELOW GRADE PAVING (VARIES-SEE BELOW GRADE ANCHOR DETAIL FOR CRUSHED STONE AND BRICK PAVING)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TEAK BENCH DETAIL

AutoCAD SHX Text SUGGESTED MANUFACTURERS (OR APPROVED EQUAL): 1. 6' "MEDWAY" TEAK BENCH - HARLOW & MACGREGOR 6' "MEDWAY" TEAK BENCH - HARLOW & MACGREGOR 2. 6' 'ESTATE CLASSIC" TEAK BENCH - BENCHSMITH 6' 'ESTATE CLASSIC" TEAK BENCH - BENCHSMITH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

THIRD ARM DETAIL

AutoCAD SHX Text NOTE: 1. IF ALTERNATIVE BENCH IS SELECTED, SEE MANUFACTURERS INSTRUCTION FOR IF ALTERNATIVE BENCH IS SELECTED, SEE MANUFACTURERS INSTRUCTION FOR ASSEMBLY AND INSTALLATION OF THIRD ARM, PRODUCT SHOWN IS CENTER ARM FOR "MONARCH" BENCH. 2. ASSEMBLE BENCH PER MANUFACTURER SPECIFICATION. ASSEMBLE BENCH PER MANUFACTURER SPECIFICATION. 3. INSERT ARM THROUGH BACK SLATS AT CENTER OF BENCH. INSERT ARM THROUGH BACK SLATS AT CENTER OF BENCH. 4. TAP CENTER ARM TO FIT FIRMLY ON TOP OF BENCH BACK AND FRONT RAIL. TAP CENTER ARM TO FIT FIRMLY ON TOP OF BENCH BACK AND FRONT RAIL. 5. SECURE IN PLACE WITH PROVIDED SCREWS INTO PRE-DRILLED HOLES. SECURE IN PLACE WITH PROVIDED SCREWS INTO PRE-DRILLED HOLES. 6. CAP WITH WOOD SCREWS AND SAND FLUSH. CAP WITH WOOD SCREWS AND SAND FLUSH.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ON-GRADE STEEL ANCHOR BRACKET DETAIL

AutoCAD SHX Text NOTE: 1. BRACKET SHALL BE CONSTRUCTED OF STAINLESS OR STEEL. BRACKET SHALL BE CONSTRUCTED OF STAINLESS OR STEEL. 2. FASTEN WITH STAINLESS STEEL, VANDAL RESISTANT SCREWS, PER MANUFACTURERS FASTEN WITH STAINLESS STEEL, VANDAL RESISTANT SCREWS, PER MANUFACTURERS SPECIFICATION.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EX. COMPACTED AGGREGATE BASE

AutoCAD SHX Text

EX. REINFORCED CONCRETE SUB SLAB

AutoCAD SHX Text

EX. EX. SAND SETTING BED

AutoCAD SHX Text

EX. PAVING (BRICK OR CRUSHED STONE)

AutoCAD SHX Text

EX.TEAK BENCH, TO BE REPLACED WITH MONARCH BENCH OR APPROVED EQUAL

AutoCAD SHX Text

EX. STEEL BENCH ANCHOR BRACKET

AutoCAD SHX Text NOTES: 1. REMOVE EXISTING FASTENER CONNECTING BENCH TO ANCHOR BRACKET. REMOVE EXISTING FASTENER CONNECTING BENCH TO ANCHOR BRACKET. 2. REMOVE EXISTING BENCH. REMOVE EXISTING BENCH. 3. ASSEMBLE BENCH PER MANUFACTURER SPECIFICATION. ASSEMBLE BENCH PER MANUFACTURER SPECIFICATION. 4. CLEAN EXISTING PAVING AND ANCHORS. CLEAN EXISTING PAVING AND ANCHORS. 5. INSPECT EXISTING FASTENER FOR SERVICEABILITY. IF LESS THAN THREE ANCHORS INSPECT EXISTING FASTENER FOR SERVICEABILITY. IF LESS THAN THREE ANCHORS ARE PRESENT OR SERVICEABLE, REPLACE MISSING OR DAMAGED ANCHOR PER MANUFACTURER'S SPECIFICATION. 6. IF ANCHOR IS NOT PRESENT REMOVE BRICK OR CRUSHED STONE AT LOCATION OF IF ANCHOR IS NOT PRESENT REMOVE BRICK OR CRUSHED STONE AT LOCATION OF MISSING ANCHOR BRACKET, AND FASTEN ANCHOR TO BASE. REPLACE EXISTING PAVING MATERIAL. NEW ANCHOR BRACKET INSTALLATION SHALL BE INSPECTED BY C.O.R. PRIOR TO BENCH INSTALLATION. 7. FASTEN BENCH TO ANCHOR (THREE ANCHORS MINIMUM) WITH MARINE-GRADE FASTEN BENCH TO ANCHOR (THREE ANCHORS MINIMUM) WITH MARINE-GRADE ADHESIVE AND STAINLESS STEEL SCREWS.

AutoCAD SHX Text

BENCH REPLACEMENT WITH BELOW-GRADE ANCHOR DETAIL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BELOW-GRADE STEEL ANCHOR BRACKET DETAIL

AutoCAD SHX Text NOTE: 1. BRACKET SHALL BE CONSTRUCTED OF STAINLESS STEEL. BRACKET SHALL BE CONSTRUCTED OF STAINLESS STEEL. 2. FASTEN WITH STAINLESS STEEL, VANDAL RESISTANT SCREWS, PER MANUFACTURERS FASTEN WITH STAINLESS STEEL, VANDAL RESISTANT SCREWS, PER MANUFACTURERS SPECIFICATION.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Preserving the Past

AutoCAD SHX Text Planning for the Future, AutoCAD SHX Text

INDEPENDENCE

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

HISTORICAL PARK

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

DENVER SERVICE CENTER

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

WASH SQ., INDE SQ., INDE MALL

AutoCAD SHX Text 174939

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PHILADELPHIA

AutoCAD SHX Text

PA

AutoCAD SHX Text

BENCH REPLACEMENT

AutoCAD SHX Text

OF

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

AutoCAD SHX Text

INDEPENDENCE NATIONAL HISTORICAL PARK

AutoCAD SHX Text

NORTHEAST

scolar Rectangle scolar Line scolar Line