B08_Attachment_2_-_BicentennialBell_Garden_100CD_Drawings_220623_(REVISED_FEB_2023).pdf

PDF 24 MB Posted Jun 13, 2023

Attached to: INDE - BICENTENNIAL BELL GARDEN RESTORE Federal contract opportunity
Solicitation number: 140P4223R0004
Issued by: Department of the Interior National Park Service Northeast Region

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for a firm-fixed price contract to restore the Bicentennial Bell Garden at Independence National Historical Park in Philadelphia, Pennsylvania. The contract is a total small business set-aside with a NAICS code of 237990 and small business size standard of $45 million. The performance period is 120 calendar days from notice to proceed with a project magnitude estimated between $1 million to $5 million. A site visit is scheduled for June 26, 2023 at 0900. Vendors must have a Unique Entity ID, active SAM registration, and fill out online representations and certifications in SAM. A bid guarantee and payment and performance bonds within 10 days of award are required. All questions must be sent to the contracting officer by email no later than 7 days before proposal submission.

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File	Type	Posted
Sol_140P4223R0004_Amd_0003.pdf	PDF	Jul 24, 2023
Sol_140P4223R0004_Amd_0002.pdf	PDF	Jul 10, 2023
Sol_140P4223R0004_Amd_0001.pdf	PDF	Jul 5, 2023
B03_Attachment_3_-_DBA_PA20230004.pdf	PDF	Jun 13, 2023
B08_Attachment_7_-_Report_on_Limitation_on_Subcontracting.xlsx	XLSX spreadsheet	Jun 13, 2023
Sol_140P4223R0004.pdf	PDF	Jun 13, 2023
B08_Attachment_4_-_Project_Experience_Questionnaire.docx	DOCX document	Jun 13, 2023
B08_Attachment_5_-_Key_Personnel_Qualifications.docx	DOCX document	Jun 13, 2023
B08_Attachment_1_-_Bicentennial_Bell_Garden_100CD_Project_Manual_220623__(REVISED_FEB_2023).pdf	PDF	Jun 13, 2023
Construction_Contract_Administration.docx	DOCX document	Jun 13, 2023
B08_Attachment_6_-_Past_Performance_Questionnaire.docx	DOCX document	Jun 13, 2023

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VICINITY MAP

PROJECT

SITE

BICENTENNIAL BELL GARDEN

DRAWING LIST

DRAWING NO. DRAWING TITLE

C2 DRAINAGE PLAN

C7 EROSION AND SEDIMENTATION CONTROL PLAN

CS1 COVER SHEET

CIVIL

GENERAL

C1 DEMOLITION PLAN

SURVEY

C4 DRAINAGE PLAN NOTES

C3 DRAINAGE PLAN DETAILS

C5 UTILITY PLAN

C6 UTILITY DETAILS

C10 EROSION AND SEDIMENTATION CONTROL NOTES

C8 EROSION AND SEDIMENTATION CONTROL DETAILS

C9 EROSION AND SEDIMENTATION CONTROL DETAILS

L3 GRADING PLAN

L8 PLANTING PLAN AND DETAILS

LANDSCAPE

L1 SITE PLAN

L5 SITE DETAILS

L4 PAVING DETAILS

L6 OPTION - SITE DETAILS

I2 IRRIGATION DETAILS

IRRIGATION

I1 IRRIGATION PLAN

L2 LAYOUT PLAN

DRAWING NO. DRAWING TITLE

F1 DISCHARGE SCHEMATIC: OPTION 1

FOUNTAIN

F2 SUCTION SCHEMATIC: OPTION 1

F3 ELECTRICAL SCHEMATIC: OPTION 1

F4 POWER SUPPLY & BONDING DETAILS: OPTION 1

F5 VAULT AND MECHANICAL DETAILS: OPTION 1

F6 EQUIPMENT INSTALLATION DETAILS: OPTION 1

F7 NOTES: OPTION 1

E2 POWER AND LIGHTING NEW WORK SITE PLAN

ELECTRICAL

E1 POWER AND LIGHTING DEMOLITION SITE PLAN

E0 ELECTRICAL COVER SHEET

LIGHTING FIXTURE SCHEDULE AND PANEL SCHEDULESE3

SINGLE LINE DIAGRAM AND ELECTRICAL DETAILSE4

OPTION - SITE DETAILS

S1 DETAILS

STRUCTURAL

UPDATED: 2/6/2023 BY NPS

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

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

HARMONY STREET

AutoCAD SHX Text

ORIANNA STREET

AutoCAD SHX Text

THIRD STREET

AutoCAD SHX Text

FOURTH STREET

AutoCAD SHX Text

CHESTNUT STREET

AutoCAD SHX Text

WALNUT STREET

AutoCAD SHX Text

FIRST BANK OF THE UNITED STATES

AutoCAD SHX Text

PEMBERTON HOUSE

AutoCAD SHX Text

NEW HALL

AutoCAD SHX Text

CARPENTERS' HALL

AutoCAD SHX Text

TODD HOUSE

AutoCAD SHX Text

PENNSYLVANIA HORTICULTURAL SOCIETY

AutoCAD SHX Text

PARK HEADQUARTERS

AutoCAD SHX Text

BISHOP WHITE HOUSE

AutoCAD SHX Text

339 WALNUT STREET

AutoCAD SHX Text

ADMINISTRATIVE OFFICES

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text Bicentennial Bell Garden

AutoCAD SHX Text

PHILADELPHIA

AutoCAD SHX Text

BICENTENNIAL BELL GARDEN

AutoCAD SHX Text

INDEPENDENCE NATIONAL HISTORICAL PARK

AutoCAD SHX Text

NORTHEAST

AutoCAD SHX Text

WALNUT STREET

AutoCAD SHX Text

CHESTNUT STREET

AutoCAD SHX Text

MARKET STREET

AutoCAD SHX Text

ARCH STREET

AutoCAD SHX Text

RACE STREET

AutoCAD SHX Text

VINE STREET

AutoCAD SHX Text

SPRUCE STREET

AutoCAD SHX Text

FRONT STREET

AutoCAD SHX Text

SECOND STREET

AutoCAD SHX Text

THIRD STREET

AutoCAD SHX Text

FOURTH STREET

AutoCAD SHX Text

FIFTH STREET

AutoCAD SHX Text

SIXTH STREET

AutoCAD SHX Text

SEVENTH STREET

AutoCAD SHX Text

BENJAMIN FRANKLIN BRIDGE

AutoCAD SHX Text V.C.

AutoCAD SHX Text

DOCK

AutoCAD SHX Text

LOCUST STREET

AutoCAD SHX Text

NEW STREET

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

GARAGE

AutoCAD SHX Text

DOCK

AutoCAD SHX Text

STREET

AutoCAD SHX Text

ADMINISTRATION

AutoCAD SHX Text

OFFICES

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

SQUARE

AutoCAD SHX Text

WALNUT STREET

AutoCAD SHX Text

THIRD STREET

AutoCAD SHX Text

SECOND STREET

AutoCAD SHX Text

MARKET STREET

AutoCAD SHX Text

ARCH STREET

AutoCAD SHX Text

HQ.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

FACILITY

AutoCAD SHX Text

THADDEUS KOSCIUSZKO

AutoCAD SHX Text

NATIONAL MEMORIAL

AutoCAD SHX Text

INDEPENDENCE

AutoCAD SHX Text

HALL

AutoCAD SHX Text

LIBERTY

AutoCAD SHX Text

BELL

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

EDGAR ALLAN

AutoCAD SHX Text

POE NHS

AutoCAD SHX Text

BICENTENIAL BELL GARDEN

AutoCAD SHX Text 177351

AutoCAD SHX Text 308152

NOTES

MONUMENTS

NAME:

DESCRIPTION:

ELEV.

w w

__ _J J l �--------------------_J J l L-;----li: 1<:CHESTNUT STREET (60'Kf0£- ON CITY PLAN, U:GALLYOPSN) ii: i: ,------

5 o. 1:: 396.210· ru.s. J95.4(}()' J'!.,s..l so· 1:: ----,, ,.. 0-----rr""---�-.-------;.:ct• •· ,r------ -" .. ,,, I I � I 't-'b 't"" II 0.. •4

� 11

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� 11 � � � I I i � � _,!� ,ti �

� : : l's t

� ! ! I �

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L�-------------1 E-, SITE

I',:

I E-, I Cl:, I

I Cl I

I',:

I "'

%. "'.,,.- I I 50' �

�.,_ �,€-l;.,-4 SO' I

___ J2 28' 2LJ ___________ _________ .LJ2 28' 2L _____ _--�•-, �-------------------- --·---- SJ i: WALNUT STREET (50' wa - ON CITY PLAN, u:GALLr OPEN) --7 l r :--------------------7 l

OVERALL BOUNDARY MAP

100 0 100 200

�r- 1--__ 1----1

SCALE, 1" = 100'

r .. ____ _

I I

:::C:1---------------------------------------------

:::c

UNDERGROUND UTILllY LOCATIONS

SHOWN ARE BASED UPON VARIOUS

RECORD UTILllY MAPS IN

CONJUNCTION WITH VISIBLE

EVIDENCE GATHERED DURING THE

TIME THE FIELD SURVEY WAS

PERFORMED. THEREFORE, ALL

UNDERGROUND UTILllY LOCATIONS

SHOULD BE FIELD VERIFIED PRIOR

TO CONSTRUCTION.

THIS DRAWING ONLY REFLECTS AND

VERIFIES THE FIELD SURVEY

DATA OF THOSE FEATURES AND

CONDITIONS PRESENT AS OF

REVISIONS BY

LEGEND

LAMPPOST

a o-

4• C./.

6" TC

w l.HJHT POI.E

T1i'£E (CALIPER SIZE IN Alt.l&S) HOl/SEl/N£

GHAN/TE Cl/RB

BENCH

SHRl/BS

SIGN

STORA/PIP£ (CAST IRON}

STORA/PIP£ (IERRACOTTA)

FTRE HYDRANT

WATER l(lll l,E"

SPRINKL.ER HEAO

WATER MANHOLE

£l£CTRICAL. MANHOLE

COUAll/N/CAllONS MANHOLE

£l£CTRIC CONOlllT/DllCTBANK

WATERLINE

� FTREWATER MANHOLE

_ _,_1_,_4_"�S�TE,=i4=M�STEiWUN£

-�3=6�x=2=:5_"�C�_ COUAll/N/CATlON Ol/CTBANK

DATE

GV9 G4S l(llll,E"

G4S UN£

COUBINE"O SEWER

HORIZONTAL DATUM: NAD 83 PA ZONE SOUTH

VERTICAL DATUM: CllY DATUM

MATCH TO SHEET

1......:. -

MATCH TO SHEET

0 20

SCALE: 1" = 20'

CONTOUR INTERVAL =

)( 9.7

....___ --....... '---- '---- ){ 11,0--::::-- ---...___ --...____ --.._ ',...._ • 9 _ - y H£A0W/o11.

..._ ........ Jw.15.o.5

1 ....___ "- "- '---... "- ---..._ ,, � o

UNKNOIW UH ""' ........_

,.,,, 15.'3

--....... - - - ------- . !J � .r 0£CIDUOUS TR££ ..........-�

� 3• OEC/OUOIJS TREE\ \

)( 1:J.4

)( 14.5 ----- --

\�SYCAMORC

.)1 t

I II SANMH : l j__i-f• --jt--1r RIM: 12.17

It . (SEALED, COULD

NOT 8£ OPENED)

S-CUTFND

CROSS-CUT FND

� II

CR05 -CUT FND

1r-ro rr.68

BCll.2'

"·'':"\ LAMPPO , .. .,, I 11.tu .• / RfM;H.74

/NV: 7.64

I I " l: � Sll1"PWQ'

6' DECIOUOIJS TREE

)( 14.6

2• DECJOUOIJS );

TR££ PA l-£D AREA �

.....,_ INLET -

GR: 12.98

LAMPPOST )( 7.li IN'/!8.68 (A)

S GA TE POST-� GA TE --41--"'"'""v. a,.,33.,__., i,s,,_il� LI

18" RCP (A)

/NlET _j GR: 15.n

/NV: 12.16 (A)

INV: 10.96 (8)

(B)

396. 631 ' (U.S.)

J95. 760' (D.S.)

: : : =-'tP=

SANMHJ

RIM: 19.83

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

::I i ro 14.N • ,,. re t.I.65

..;.. r , r Ur DEC/, OUS TREE 1 �

MAPI..E --....._ DOOR-, i 24• MAPLE TREEwtTEIPOST NO GA'f

7' HC>LY TREE-� ,: "'(B�

�TA�l!' DECIDUOUS -!!

11E

MNOSCA1¥'/ ,?'

LANDSCAPE ,• �

. 7 1IE WIE, <l (A) IN� 11.56 (A) Ll!,. - BCNCHMARK /1 TOP OF BRICK o_ °»'V t, /NV: IO.B3 (B) UAGNAIL SET ;El£· '1.18 U ){ 1s.2 � rs.2 }( ··rs.Jr� ."'

E'Xl5T1NG BU/LO/NG

2• DECIDUOUS , u:.cc TOP OF BRICK , � I� 15.5 _ lELE:11.98 '\ f � 1 A) -17 -...i - 5� GR:� f /NV: 13.09 (A) ....-- ......;;'- 2• DECIDUOUS

: J, fNV: r1.H (B)

17.0...: � MULTI TREE }( 1 2

/ ){ 2" DECIDUOUS - }( t7.4

TOP OF BRICK

17.2 MUL11 TREE )5PR aE:13.18

Iii

1C 17.:J!J

BC 17.20

� '[7.3], STONE AREA STONE: ARE"A � :::

i GRASS AR£A

1,..,---' � 16· BENCH (TYP

4)( HOLLY TRff

.. ,! TREE � "::,,fiRK #2

STON£ ARE'A GRASS Nit..--� n; 17.59 � :i�IFNDZ6.J _.,,,,. "-,;===,fl_•,_ < BC 1U6 / � .

)( 16.4-

)( 17.1

){ 17.2

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'\ 2 j" IP FND 7 fl(; 17,,S 1t' 17.!14

-= r,=====-'t-n::�J:-JS ,1=· ===91

GRASS ARE"A'\.... BC 17.54-

/" .){ 16.7 J

)( 17.6' :ci;: 4-• HOl..1.Y TRrr

• � .. e; 1f < 'lij'jii' INU:T

� GR:16.:J6

4-" HOl..1.Y 1REE

GRASS AREA INV!1.J.56

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-n; 1:1081 ·'ii; ;�i! 12. ""C

LAIAPPOST

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� � 0 "' � "- LA• POST

CROSS-CU FND

(SID£ OF f WLDING)

POST

lW> Sll1"PWQ'

'I······ .... , r;

I , I

EXIST1NG BUILDING

PREL M NARY

A-E FIRM FIELD WORK: 3-11-2021

1----------1COLLIERS ENGINEERING

&: DESIGN

MT. LAUREL. NJ 08054

856.797.0412

DRAWN: BJS CHECKED: HH

TITLE OF SHEET

BOUNDARY AND TOPOGRAPHIC SURVEY

PKG.

NO.

SHEET

OF 33

ww:::c

:::c

DRAWING NO.

kmiles Rectangle kmiles Callout

EXISTING APPED AREA DRAIN

d b

GRADE PLANT BE TO MEET EXISTING

BRICK CURB ALO G WALL FACE, TYP.

AREA DRAIN #4

RIM ELEV: 14.83

15.38 16.92

GRADE PLANT BED TO MEET EXISTING

BRICK CURB ALONG WALL FACE, TYP.

'x 14.9 14.9

'LAWP�T _ - -7-3 -

AREA DRAIN #3 -�-/-��:---=-=-1t-1r

RIM ELEV: 16.50

AREA DRAIN #2 --H-�:gt. -/�

RIM ELEV: 16.34 - /

1 6.55--tl-L�

16.84--w.__J, 17.26

AREA DRAIN #1

RIM ELEV: 16.38

tJE,.

1 6.42 ---f1Hi:�

I� 1 6.52 --H��

)( 14.6 14.6 i ... '.

Q \U.J ,,,.. ...... , '

' I

' &. \ I O,, 1 1 ' I ' ' , ' , b

I I ! L-1

16.66 _ _ 1.00X-=----- _ _

1 6.qµ.....,....,l

GRADE PLANT BED TO MEET EXISTING

!,'\ BRICK CURB ALONG WALL FACE, TYP.

_J <( W> a

14. 0

14. 9

OE, �

16.40

16.39

16.38

Xs1 1 N

I 'p fK' I

I l o ____,,.- EX-AREA DRAIN#5

RIM ELEV: 14.58

___.-ir- GRADE PLANT BED

TO MEET EXISTING

BRICK CURB ALONG

WALL FACE, TYP.

N� Cr.} t

� Lu

14.90 I

16.24

C 12.65)

CT/121 . 5

WV I WV

0 O

\ O /wvo \ WV f-8#v12. 44

6" SLOT DRAIN

RIM NORTH: 15.21

GRADE PLANT BED

TO MEET EXISTING

BRICK CURB ALONG

WALL FACE, TYP.

EX-AREA DRAIN #6

EXISTING TO REMAIN

RIM: 16.43

��..l(L GRADE PLANT

TMHO

\ I

BED TO

MEET EXISTING

BRICK

CURB ALONG

WALL FACE, TYP.

AREA DRAIN #7

RIM ELEV: 1 6.38

EX-AREA DRAIN #8

EXISTING TO REMAIN

16.69 ..,st,.�� 17 ""-17 ·06 , 16.80 I I\

BACKFILL COLLAPSED AREA. GRADE

PLANT BED TO MEET EXISTING BRICK

CURB ALONG WALL FACE, TYP.

--iit---...:

,1:1 :i�

- - -�-,-.2 s _✓-- 4

-JI--

7-:

--�-=--o_

7_ s _-�--1e.7:i--=-

�==��1:-'.J.-------

=¥14=='H1�;

_-===:��:'+----+-f -'r-;::�,__i v1 _P_Po_s_r-111

____ _______________ 1· .o 16.78 li:-+��-t:1:::::t:+:::G=V=:t=====�- ____ [''.:::-+--II' 16.74�--...

17.48 17.21 WMH

0 TC 14. 5

BC 14. 8 \

CO VEN � 'BUS STOP' / I owv

WMHcfMH

BRICK SEWER

- __., 0

TC 18.20

BC 17.76

/ b __ _,, TC 16.82

BC 16.36

__ j O FH ---1>-,.----, ---l_:

_B �C..J.1"-=z-:=75�--------��

0R -.,J:,BCr;_u16,...3!1:,6'-----------l--�Ti=R,...,...,.AFFfC SIGN

WA L N UT S T Kr:£ E T EXl��G P

�R�6K B

��R� o

A�6� RIJ�N

o.�"-

Bc ;t20

(50' WIDE - ON CITY PLAN, LEGALL;> OPEN) WALL FACE, TYP. 50

EMH0

S H

B --flt-�v--

7 I

TC 18.46 / 0-----------==--:-=-=::\:::----+-----t,--------,----------11---:::-::::-\':t-::�

GV BC 18-05 GV CO VENT WMH \

SIGN

'HANDICAP

PARKING'

---- FHO ----

LAMPPOST/TRAFFIC SIGNAL

□ M(M

T�

TC 15.26

B 15.13

TC 15.26

BC 15.13

C 15.60

BC 15.12

AN MH

:s.1�53

!It.f!.5.1U83 T, BOTTOM

TC 14.52

BC 14.27

C 14.52 C 14.27

TC 15.31

BC 14.72

TC 15.37

BC 14.72

OwMH c 16.3 PIPES CO D NOT B SEEN

GRADING & DRAINAGE NOTES:

GRADING AND DRAINAGE LEGEND

- - - - - PROPOSED GRADE BREAK

16.75 PROPOSED CONTOUR

- - # - - EXISTING CONTOUR

1.50X-

16.84---�

SLOPE ARROW

PROPOSED SPOT ELEVATION

EXISTING

TOP OF CURB

BOTTOM OF CURB

TOP OF STAIR

BOTTOM OF STAIR

TOP OF WALL

BOTTOM OF WALL

LOW POINT

HIGH POINT

LOW POINT

RIM ELEVATION

STORMWATER MANHOLE

PROPOSED AREA DRAIN

PROPOSED CATCH BASIN

PROPOSED CLEANOUT

PROPOSED SLOT DRAIN

1. ALL DRAIN COVERS, FOR STRUCTURES THAT ARE TO REMAIN, SHALL BE REPLACED WITH NEW COVERS.

2. ALL UTILITIES GRATES AND FRAMES THAT ARE TO REMAIN SHALL BE BROUGHT UP TO FINAL GRADE.

3. FOR HARD SURFACE, SITE FEATURE, AND PLANTER GRADING, PLEASE SEE THE L3 LANDSCAPE PLANS.

1 0 I

I I

SCALE OF FEET

0 10

I I I I 0 3

SCALE OF MITERS

BICENTENNIAL BELL GARDEN

GRADING & DRAINAGE PLAN

INDEPENDENCE NATIONAL HISTORICAL PARK

I I

DATE:

C2 11/24/2021

DRAWN BY:

MFR

CHECKED BY:

MJT SHEET

SCALE: 4 of34 1"=10'

UPDATED:

2/6/2023 BY NPS

•E E2E f--..,..;,.�-.,,.,.--.---1-----5EE NOTE 4

4" [100mm] .

SPECIFICATION CLAUSE

<l.

<J.

L'.1

4 11 [100fflffl�

<J. :4

. L1 L'.1

L1 r I

4 11 [1 OOmR=I�

K100 KLASSIKDRAIN W/BRICKSLOT 100 HEEL RESISTANT· LOAD CLASS A

GENERAL

PAVEMENT PER

DESIGN

DOCUMENTS

THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE K100 CHANNEL SYSTEM WITH STAINLESS STEEL EDGE RAILS AND BRICKSLOT

AS MANUFACTURED BY AGO POLYMER PRODUCTS, INC.

MATERIALS

CHANNELS SHALL BE MANUFACTURED FROM POL VESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST-IN STAINLESS STEEL EDGE

RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL BE AS FOLLOWS:

COMPRESSIVE STRENGTH:

FLEXURAL STRENGTH:

TENSILE STRENGTH:

WATER ABSORPTION:

FROST PROOF

DILUTE ACID AND ALKALI RESISTANT

B117 SALT SPRAY TEST COMPLIANT

14,000 PSI

4,000 PSI

1,500 PSI

0.07%

YES

THE SYSTEM SHALL BE 4" (100mm) NOMINAL INTERNAL WIDTH WITH A 5.1" (130mm) OVERALL WIDTH. ALL CHANNELS SHALL BE INTERLOCKING

WITH A MALE/FEMALE JOINT.

CHANNEL SHALL WITHSTAND LOADING TO PROPER LOAD CLASS AS OUTLINED BY EN 1433. BRICKSLOT SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD CLASS SPECIFIED AND INTENDED APPLICATION. CHANNEL AND BRICKSLOT SHALL BE CERTIFIED TO MEET THE SPECIFIED EN 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.

THE BRICKSLOT GRATING SYSTEM SHALL HAVE AN OVERALL INTERNAL WIDTH OF 0.88" (22.35mm) WITH TWO 0.31" (8mm) SLOT OPENINGS AND WITH A 0.25" (6.35mm) TAPERED BAR BETWEEN THE TWO OPENINGS TO PREVENT DEBRIS FROM BEING TRAPPED. THE BRICKSLOT GRATING SYSTEM ADDS 3.27" (83mm) TO THE OVERALL HEIGHT OF THE K100 SYSTEM

NOTES:

1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.

ENGINEERING ADVICE MAY BE REQUIRED.

2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE

AIR POCKETS.

3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL

AND CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED.

4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1 /Bfl [3mm] ABOVE THE TOP OF THE

CHANNEL EDGE.

5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO

DETERMINE PROPER LOAD CLASS.

SLOT DRAIN -ACO DRAIN HEEL RESISTANT BRICKSLOT WITH

�ASSIKDRAIN K100 CHANNEL OR EQUAL

One meter ch,mnel

Type 902G lh·Un" utd, b<1,ln

OtJtlet flow tate,s

Jn�JOe view oh:t,�riflel · s.f·1c�\ilfi§ ch-o.rnet !D n0mbE£ and keock,ut Wappli(able (ev.,y 5ih ,hilr.�c,l)

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April 2018

NOTES:

1. GRATE TO BE HEEL PROOF AND RATED FOR H-20 LOADING.

@ 6" SLOT DRAIN

NOTTO SCALE

Half met<>r ch�.nn•I

19.69" {0.5 mete!)

"fntell capaci�.Y .:

19 gallons c .. dc .. p

1 O.S-3" (275mm) <:;;'I 12 .80" (325mm) ltl .76 11 .(375rnr.-1) ., '?1�,.,;, 16.73" (425rnrn) �

'$,"�1

�1.su.., '

!.ill1

�/· q ur i::-��h, �Jpp,;;

12" DIA. AREA DRAIN

GRATE, H-10 LOADED.

(3) VARIABLE

INVERT HEIGHTS.

SEE C400 PLAN

SERIES.

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATIO

(4) OU LET PIPE. SEE

C400 PLAN SERIES.

(5) ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO PLANS

3 15" MIN. SUMP. SEE C400 PLAN

SERIES.

4"MIN.

WATERTIGHT JOINT

(CORRUGATED

HDPE SHOWN)

NOTES:

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR

OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS

OF CLASS I, CLASS II, OR CLASS Ill MATERIAL AS DEFINED IN

ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE

INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN

ACCORDANCE WITH ASTM D2321.

1. 12" GREAT/FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.3.

2. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS

ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE

NYLOPLAST DRAWING NO. 7001-110-065.

3. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212

FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" -

36").

4. ADAPTERS CAN BE MOUNTED 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN

ADAPTERS SEE NYLOPLAST DRAWING NO. 7001-110-012.

5. 1'X1' PEDESTRIAN GRATES SHALL MEET H-10 LOAD RATING.

AREA

DRAIN

NTS

DRAIN

BASIN

12" NYLOPLAST

OR EQUAL

BICENTENNIAL BELL GARDEN

DRAINAGE DETAILS

INDEPENDENCE NATIONAL HISTORICAL PARK

DATE:

11/24/2021

DRAWN BY:

MFR

CHECKED BY•

MJT

SCALE:

1"=10'

SHEET

UPDATED: 2/6/2023 BY NPS

OPT #1

UPDATED:

2/6/2023 BY NPS

15. THE CONTRACTOR SHALL NOT INSTALL PROPOSED WATER FOUNTAIN WATERLINES IF OPTION 1 IS NOT

TO BE CONSTRUCTED.

INDEPENDENCE NATIONAL HISTORICAL PARK

BICENTENNIAL BELL GARDEN

DRAWN BY:

KM/RA

DATE:

11/24/2021

SCALE:

CHECKED BY:

SITE PLAN

1/8''=1'-0"

SHEET

OPT

UPDATED: 2/6/2023 BY NPS

lcleary Callout

BID OPTION 5: INSTALL PLAQUES, SEE DRAWINGS SHEET P1

DRAWN BY:

KM/RA

DATE:

11/24/2021

SCALE:

CHECKED BY:

LAYOUT PLAN

SHEET

1/8''=1'-0"

AutoCAD SHX Text

3RD STREET

AutoCAD SHX Text

WALNUT STREET

AutoCAD SHX Text

MERCHANTS' EXCHANGE BLDG

AutoCAD SHX Text

BISHOP WHITE HOUSE

AutoCAD SHX Text

POB AT INTERSECTION OF CENTERLINE 1 AND CENTERLINE 2

AutoCAD SHX Text

OF STONEFINES PATH

AutoCAD SHX Text

ALIGN

AutoCAD SHX Text

ALIGN

GENERAL NOTES - LAYOUT PLANS 1. DO NOT SCALE DRAWINGS DO NOT SCALE DRAWINGS 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUT DIMENSIONS IN CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUT DIMENSIONS IN THE FIELD. REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT FOR DECISION BEFORE STARTING CONSTRUCTION. 3. STAKE OR FLAG ALL SITE ELEMENTS TO BE CONSTRUCTED IN THE FIELD FOR STAKE OR FLAG ALL SITE ELEMENTS TO BE CONSTRUCTED IN THE FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 4. ALL ANGLES ARE ASSUMED TO BE 90 DEGREES UNLESS OTHERWISE STATED. ALL ANGLES ARE ASSUMED TO BE 90 DEGREES UNLESS OTHERWISE STATED. 5. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT IF THERE IS ANY CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT IF THERE IS ANY CONFLICT BETWEEN THE COORDINATE POINTS AND DIMENSIONS WHEN LAYING OUT IN THE FIELD. 6. FOR EXISTING CONTROL POINTS, SEE TOPOGRAPHIC SURVEY ON SHEET 2 OF 25. FOR EXISTING CONTROL POINTS, SEE TOPOGRAPHIC SURVEY ON SHEET 2 OF 25. 7. ALL LINES ARE PARALLEL OR PERPENDICULAR UNLESS SHOWN OTHERWISE. ALL LINES ARE PARALLEL OR PERPENDICULAR UNLESS SHOWN OTHERWISE. 8. PROVIDE A STAKED LAYOUT ON SITE FOR LANDSCAPE ARCHITECT'S REVIEW PRIOR PROVIDE A STAKED LAYOUT ON SITE FOR LANDSCAPE ARCHITECT'S REVIEW PRIOR TO COMMENCING WORK. 9. ALL DIMENSIONS SHOWN ARE TO FACE OF MATERIALS, UNLESS SHOWN OTHERWISE. ALL DIMENSIONS SHOWN ARE TO FACE OF MATERIALS, UNLESS SHOWN OTHERWISE. 10. V.I.F. = VERIFY IN FIELD. VERIFY DIMENSIONS FROM FIELD MEASUREMENTS AND V.I.F. = VERIFY IN FIELD. VERIFY DIMENSIONS FROM FIELD MEASUREMENTS AND PROVIDE WRITTEN VERIFICATION TO THE LANDSCAPE ARCHITECT.

AutoCAD SHX Text

CENTERLINE 2

AutoCAD SHX Text

CENTERLINE 1

AutoCAD SHX Text

ALIGN

AutoCAD SHX Text

ALIGN

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

AREA DRAIN

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

EXISTING TREE TO REMAIN

TREE INSTALLATION, SEE L8

AutoCAD SHX Text

PLANTING

AutoCAD SHX Text

PROPOSED WOOD BENCH

AutoCAD SHX Text

PROPOSED TRASH AND RECYCLING RECEPTACLE

AutoCAD SHX Text

HOSE BIB

AutoCAD SHX Text

ELECTRICAL OUTLET, SEE E SERIES

AutoCAD SHX Text

INDEPENDENCE NATIONAL HISTORICAL PARK

BICENTENNIAL BELL GARDEN

DRAWN BY:

KM/RA

DATE:

11/24/2021

SCALE:

CHECKED BY:

GRADING PLAN

SHEET

1/8''=1'-0"

AutoCAD SHX Text

GRATE

AutoCAD SHX Text

AutoCAD SHX Text 4.75%

AutoCAD SHX Text (17.23)

AutoCAD SHX Text

17.70 TW +

AutoCAD SHX Text (15.18)

AutoCAD SHX Text + 17.23

AutoCAD SHX Text

AutoCAD SHX Text + 17.23

AutoCAD SHX Text

(17.70 TW)

AutoCAD SHX Text

AutoCAD SHX Text + 17.23

AutoCAD SHX Text (16.99)

AutoCAD SHX Text

AutoCAD SHX Text (15.07)

AutoCAD SHX Text

AutoCAD SHX Text + (17.19)

AutoCAD SHX Text (17.10) +

AutoCAD SHX Text + 17.50

AutoCAD SHX Text

17.50 +

AutoCAD SHX Text + 17.50

AutoCAD SHX Text + 17.23

AutoCAD SHX Text (15.48)

AutoCAD SHX Text (15.47)

AutoCAD SHX Text

17.19 TS

AutoCAD SHX Text

16.62 TS

AutoCAD SHX Text 1.00%

AutoCAD SHX Text + 16.87

AutoCAD SHX Text

17.00 +

AutoCAD SHX Text

+ 17.01 BC

AutoCAD SHX Text

16.94 +

AutoCAD SHX Text + 17.23

AutoCAD SHX Text

17.10 +

AutoCAD SHX Text + 17.03

AutoCAD SHX Text + 17.12

AutoCAD SHX Text

17.19 +

AutoCAD SHX Text 1.38%

AutoCAD SHX Text 0.42%

AutoCAD SHX Text

17.49 +

AutoCAD SHX Text

17.57 +

AutoCAD SHX Text + 17.19

AutoCAD SHX Text

17.07 +

AutoCAD SHX Text + 17.00

AutoCAD SHX Text 1.00%

AutoCAD SHX Text + 16.58

AutoCAD SHX Text 1.50%

AutoCAD SHX Text

16.84 +

AutoCAD SHX Text 0.85%

AutoCAD SHX Text + 16.84

AutoCAD SHX Text

16.94 +

AutoCAD SHX Text 3.38%

AutoCAD SHX Text 3.04%

AutoCAD SHX Text + 16.81

AutoCAD SHX Text 0.67%

AutoCAD SHX Text + 16.64

AutoCAD SHX Text 1.50%

AutoCAD SHX Text 0.47%

AutoCAD SHX Text

15.88 TR +

AutoCAD SHX Text

+ 15.79 TR

AutoCAD SHX Text

+BR

AutoCAD SHX Text

15.29 BR +

AutoCAD SHX Text

15.29 +

AutoCAD SHX Text + 15.18

AutoCAD SHX Text + 14.91

AutoCAD SHX Text + 15.04

AutoCAD SHX Text

15.00 +

AutoCAD SHX Text + 15.14

AutoCAD SHX Text + 16.94

AutoCAD SHX Text

16.77 +

AutoCAD SHX Text 0.65%

AutoCAD SHX Text

16.84 +

AutoCAD SHX Text

16.76 +

AutoCAD SHX Text + 16.71

AutoCAD SHX Text

16.79 +

AutoCAD SHX Text

16.71 +

AutoCAD SHX Text + 16.66

AutoCAD SHX Text 0.87%

AutoCAD SHX Text + 16.63

AutoCAD SHX Text (15.45)

AutoCAD SHX Text (15.47)

AutoCAD SHX Text (15.15)

AutoCAD SHX Text 1.70%

AutoCAD SHX Text (17.27)

AutoCAD SHX Text (17.25)

AutoCAD SHX Text + 16.70

AutoCAD SHX Text 1.86%

AutoCAD SHX Text 1.89%

AutoCAD SHX Text 1.54%

AutoCAD SHX Text 2.34%

AutoCAD SHX Text 1.52%

AutoCAD SHX Text 1.28%

AutoCAD SHX Text + 16.87

AutoCAD SHX Text 17.50

AutoCAD SHX Text 17.25

AutoCAD SHX Text 17.00

AutoCAD SHX Text 17.50

AutoCAD SHX Text 17.25

AutoCAD SHX Text 16.75

AutoCAD SHX Text 17.00

AutoCAD SHX Text (17.30)

AutoCAD SHX Text 17.25

AutoCAD SHX Text 17.00

AutoCAD SHX Text 16.75

AutoCAD SHX Text 17.00

AutoCAD SHX Text 1.00%

AutoCAD SHX Text

+ 15.20 BR

AutoCAD SHX Text + 17.06

AutoCAD SHX Text

16.80 +

AutoCAD SHX Text 16.50

AutoCAD SHX Text 16.75

AutoCAD SHX Text

17.OO

AutoCAD SHX Text 15.00

AutoCAD SHX Text + 15.54

AutoCAD SHX Text 15.25

AutoCAD SHX Text 15.50

AutoCAD SHX Text

AutoCAD SHX Text + 16.81

AutoCAD SHX Text

16.80 +

AutoCAD SHX Text

AutoCAD SHX Text + 17.23

AutoCAD SHX Text

AutoCAD SHX Text + 17.07

AutoCAD SHX Text + 17.23

AutoCAD SHX Text

AutoCAD SHX Text + 16.44

AutoCAD SHX Text

16.80 +

AutoCAD SHX Text 16.75

AutoCAD SHX Text

16.40 +

AutoCAD SHX Text + 16.57

AutoCAD SHX Text + 15.09

AutoCAD SHX Text + 14.70

AutoCAD SHX Text

15.88 +

AutoCAD SHX Text 15.00

AutoCAD SHX Text 14.75

AutoCAD SHX Text

17.49 +

AutoCAD SHX Text

AutoCAD SHX Text 16.50

AutoCAD SHX Text 16.75

AutoCAD SHX Text 16.50

AutoCAD SHX Text + 16.84

AutoCAD SHX Text 16.75

AutoCAD SHX Text 15.25

AutoCAD SHX Text 15.00

AutoCAD SHX Text

+ 15.97 BR

AutoCAD SHX Text

16.70 TR +

AutoCAD SHX Text + 17.55

AutoCAD SHX Text 16.50

AutoCAD SHX Text 16.75

AutoCAD SHX Text 16.50

AutoCAD SHX Text 15.25

AutoCAD SHX Text + 14.73

AutoCAD SHX Text 17.00

AutoCAD SHX Text 16.50

AutoCAD SHX Text 17.00

AutoCAD SHX Text 16.75

AutoCAD SHX Text 17.25

AutoCAD SHX Text

17.50 +

AutoCAD SHX Text 17.00

AutoCAD SHX Text

17.19 +

AutoCAD SHX Text

17.00 +

AutoCAD SHX Text + 16.56

AutoCAD SHX Text + 15.19

AutoCAD SHX Text + 15.41

AutoCAD SHX Text (16.60) +

AutoCAD SHX Text

3RD STREET

AutoCAD SHX Text

WALNUT STREET

AutoCAD SHX Text

MERCHANTS' EXCHANGE BLDG

AutoCAD SHX Text

BISHOP WHITE HOUSE

AutoCAD SHX Text GENERAL NOTES - GRADING PLAN 1. GRADING IS BASED ON SURVEY DATED 08/27/2021 BY COLLIERS ENGINEERING & GRADING IS BASED ON SURVEY DATED 08/27/2021 BY COLLIERS ENGINEERING & COLLIERS ENGINEERING & DESIGN, INC. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL STAKE ALL ELEVATIONS TO BE APPROVED BY LANDSCAPE ARCHITECT BEFORE CONSTRUCTION. 2. FINISHED GRADE / TRANSITION AREAS: AT RIDGE LINES, HIGH POINTS AND LOW FINISHED GRADE / TRANSITION AREAS: AT RIDGE LINES, HIGH POINTS AND LOW POINTS IN PAVED AREAS, SLOPES SHALL NOT BE GRADED TO A POINT OR SHARP RIDGE, GRADES ARE TO BE TRANSITIONED. RESULTING TRANSITION IN PAVING OR PLANTING SHALL BE MINIMAL SUCH THAT PROPOSED SLOPES AND ADEQUATE DRAINAGE ARE MAINTAINED. 3. PITCH EVENLY BETWEEN SPOT GRADES. ANY DISCREPANCY NOT ALLOWING THIS TO PITCH EVENLY BETWEEN SPOT GRADES. ANY DISCREPANCY NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. 4. PROPOSED WALKS AND PAVEMENT TO MEET FLUSH WITH EXISTING PAVEMENT TO PROPOSED WALKS AND PAVEMENT TO MEET FLUSH WITH EXISTING PAVEMENT TO REMAIN. 5. PLANT BED ELEVATIONS. PLANTING SOIL INSIDE PLANTERS SHALL BE 3” BELOW PLANT BED ELEVATIONS. PLANTING SOIL INSIDE PLANTERS SHALL BE 3” BELOW BELOW EDGE OF CURB OR WALL, WITH 2” OF MULCH ON THE PLANTING SOIL AS SHOWN. OF MULCH ON THE PLANTING SOIL AS SHOWN. INTERIORS OF BEDS ARE NOT TO BE MOUNDED UNLESS INDICATED BY SPOT ELEVATIONS OR CONTOURS. 6. REFER TO CIVIL, ELECTRICAL, AND IRRIGATION DRAWINGS FOR DETAILED REFER TO CIVIL, ELECTRICAL, AND IRRIGATION DRAWINGS FOR DETAILED INFORMATION ON EXISTING AND PROPOSED UTILITIES. 7. FOR EXISTING CONTROL POINTS, SEE TOPOGRAPHIC SURVEY ON SHEET 2 OF 25. FOR EXISTING CONTROL POINTS, SEE TOPOGRAPHIC SURVEY ON SHEET 2 OF 25.

AutoCAD SHX Text

EXISTING CONTOUR

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

AREA DRAIN

AutoCAD SHX Text

PROPOSED CONTOUR

AutoCAD SHX Text

PROPOSED SPOT ELEVATION

AutoCAD SHX Text

HIGH POINT

AutoCAD SHX Text

LOW POINT

AutoCAD SHX Text

+ XX.XX

AutoCAD SHX Text

EXISTING TREE TO REMAIN

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

GRADE BREAK

AutoCAD SHX Text

TOP/BOTTOM OF SLOPED WALKWAY

AutoCAD SHX Text

TR/BR

AutoCAD SHX Text

EXISTING SPOT ELEVATION

AutoCAD SHX Text

(XX.XX)

AutoCAD SHX Text

DRAWN BY:

KM/RA

DATE:

11/24/2021

SCALE:

CHECKED BY:

PAVING DETAILS

AS SHOWN

1"=1'-0"

CLAY PAVERS, TYP.1

1"=1'-0"

EMBEDDED RIVER ROCK PAVING, TYP.3

1"=1'-0"

METAL EDGE, TYP.21"=1'-0"

STONE FINES PAVING, TYP.4

SHEET

BENCH MOUNTING DETAIL, TYP.

ENLARGED PAVING PLAN OF INNER CIRCLE

RECEPTACLE ATTACHMENT, TYP.

AutoCAD SHX Text

PREPARED SUBGRADE

AutoCAD SHX Text

CLAY PAVER W/ SAND SWEPT JTS. SEE PLANS FOR JOINTING PATTERN

AutoCAD SHX Text

SAND SETTING BED

AutoCAD SHX Text

COMPACTED AGGREGATE

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

TOP OF CONCRETE BASE

AutoCAD SHX Text

4X4 WELDED WIRE FABRIC

AutoCAD SHX Text

COMPACTED AGGREGATE BASE

AutoCAD SHX Text

PREPARED SUBGRADE

AutoCAD SHX Text

EMBED RIVER ROCK IN CONCRETE BASE. 2" MIN EMBEDMENT

AutoCAD SHX Text

CONCRETE. BASE

AutoCAD SHX Text

MATERIAL VARIES

AutoCAD SHX Text EMBED " PAINTED STEEL EDGE 316" PAINTED STEEL EDGE ATTACHED TO REBAR MOUNTED 24" O.C. IN CONCRETE SLUMP

AutoCAD SHX Text

PLANTING

AutoCAD SHX Text

FILTER FABRIC 12" LONG

AutoCAD SHX Text

COMPACTED AGGREGATE BASE

AutoCAD SHX Text

PREPARED SUBGRADE

AutoCAD SHX Text

NON-WOVEN FILTER FABRIC

AutoCAD SHX Text

CHOKER COURSE, CLEAN WASHED

AutoCAD SHX Text

STONE FINES PAVING SURFACE COURSE

AutoCAD SHX Text

WOOD BENCH , SEE SPECS

AutoCAD SHX Text

1 "X 2 " X 6 " 12"X 2 " X 6 " 14" X 6 " 14" PAINTED STL ANGLES

AutoCAD SHX Text

CONCRETE FOOTING, TYP.

AutoCAD SHX Text

SUBGRADE, TYP.

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

HERRINGBONE CLAY PAVER

AutoCAD SHX Text

ALIGN CENTER OF THE CIRCLE WITH CENTER LINE OF CLAY PAVER PATH

AutoCAD SHX Text

BRICKS CUT TO FIT INTO RING

AutoCAD SHX Text

BRICKS CUT TO FIT INTO RING

AutoCAD SHX Text

METAL EDGE

AutoCAD SHX Text

METAL EDGE

AutoCAD SHX Text

PLAN DIAGRAM

AutoCAD SHX Text

ANCHOR BOLT

AutoCAD SHX Text

CONC. FOOTING DIA. TO MATCH DIA. OF RECEPTACLE

AutoCAD SHX Text

TRASH RECEPTACLE, SEE SPEC

AutoCAD SHX Text

COMPACTED AGGR. BASE

AutoCAD SHX Text

STONE FINES PAVING, TYP.

AutoCAD SHX Text

PREPARED SUBGRADE

AutoCAD SHX Text 1"=1'-0"

SITE DETAILS

AS SHOWNINDEPENDENCE NATIONAL HISTORICAL PARK

BICENTENNIAL BELL GARDEN

DRAWN BY:

KM/RA

DATE:

11/24/2021

SCALE:

CHECKED BY:

1/2"=1'-0"

SLOPED WALKWAY CROSS SECTION A3

1/2"=1'-0"

SLOPED WALKWAY ELEVATION7

1/2"=1'-0"

SLOPED WALKWAY CROSS SECTION B5

1/2"=1'-0"

SLOPED WALKWAY SECTION6

SHEET

1/2"=1'-0"

SCHIST VENEER WALL, TYP.1

3/8"=1'-0"

WALKWAY ENLARGED PLAN2

1/2"=1'-0"

SECTION AT EXISTING WALL4

AutoCAD SHX Text

SCHIST VENEER

AutoCAD SHX Text

EXISTING BRICK WALL (BEYOND)

AutoCAD SHX Text

CLAY PAVERS TYP. SEE 1/L4

AutoCAD SHX Text

STONE FINE TYP., SEE 4/L4

AutoCAD SHX Text

PLANTING BED

AutoCAD SHX Text

METAL EDGE TYP., SEE 2/L4

AutoCAD SHX Text

STONE LEDGE

AutoCAD SHX Text

RECESSED WALL LIGHT, TYP

AutoCAD SHX Text

CLAY PAVERS, SEE 1/L4

AutoCAD SHX Text

SCHIST VENEER, SEE 1/L5

AutoCAD SHX Text

SLOT DRAIN, SEE C SERIES

AutoCAD SHX Text

STONE LEDGE

AutoCAD SHX Text

1% PITCH

AutoCAD SHX Text

SCHIST VENEER (BEYOND)

AutoCAD SHX Text

EXISTING BRICK WALL

AutoCAD SHX Text

LANDING (BEYOND)

AutoCAD SHX Text

CLAY PAVERS, TYP. SEE 1/L4

AutoCAD SHX Text

SCHIST VENEER, SEE 1/L5

AutoCAD SHX Text

SCHIST VENEER (BEYOND)

AutoCAD SHX Text

CLAY PAVERS, TYP. SEE 1/L4

AutoCAD SHX Text

RECESSED WALL LIGHT, TYP

AutoCAD SHX Text

SCHIST VENEER, SEE 1/L5

AutoCAD SHX Text

STONE LEDGE

AutoCAD SHX Text

1% PITCH

AutoCAD SHX Text

COMPACTED AGGREGATE BASE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

GEOTEXTLE

AutoCAD SHX Text

REINFORCED CONCRETE FOOTING

AutoCAD SHX Text

REINFORCED CMU

AutoCAD SHX Text

SCHIST VENEER ON MORTAR SETTING BED

AutoCAD SHX Text

MATERIAL VARIES

AutoCAD SHX Text

1% PITCH

AutoCAD SHX Text 4" IN THICK SCHIST VENEER ON MORTAR SETTING BED. SCHIST STONE RANGE BETWEEN 6"-14"

AutoCAD SHX Text

SLOT DRAIN, SEE C SERIES

AutoCAD SHX Text

CLAY PAVERS, TYP. SEE 1/L4

AutoCAD SHX Text

EXISTING BRICK WALL

AutoCAD SHX Text L5

AutoCAD SHX Text

AutoCAD SHX Text L5

AutoCAD SHX Text

EXISTING BRICK WALL MEETING STONE WALL, SEE 6/L5

AutoCAD SHX Text L5

AutoCAD SHX Text

EXISTING BRICK WALL

AutoCAD SHX Text

SCHIST VENEER WALL

AutoCAD SHX Text

EXISTING CONCRETE FOUNDATION

AutoCAD SHX Text

SEALANT AND BACKER ROD

MATCH EXISTING BRICK WALL HEIGHT

OPTIONS - SITE DETAILS

AS SHOWNINDEPENDENCE NATIONAL HISTORICAL PARK

BICENTENNIAL BELL GARDEN

DRAWN BY:

KM/RA

DATE:

11/24/2021

SCALE:

CHECKED BY:

OPTION 2: ENLARGED PAVING PLAN OF INNER CIRCLE

SHEET

ROW MODULE

OPTION 2: INNER CIRCLE PAVER MODULES

LENGTH

4 7 8"

ILLUSTRATION

2A 4 7 8"

1B 4 '- 9"

2B 4'-9"

1C 4 '- 9"

1D 4 7 8"

OPTION 3: ENLARGED PAVING PLAN OF INNER CIRCLE ETCHING

ROW MODULE

OPTION 3: INNER CIRCLE ETCHED PAVER MODULES

LENGTH

4 7 8"

ILLUSTRATION

2A 4 7 8"

1B 4 '- 9"

2B 4'-9"

1C 4 '- 9"

1D 4 7 8"

N E

W H

A M

P S H I R E

A S

S A

C H

U S

E T T S

GEO

R G

I A

SOUTH

C A

R O

L I

ORTHCAR

O L

I N

V I

INIA

M A

R Y

AND

D E

L A

W A

P E

N N

S Y

L V

N E W

J E

R S

E Y

R H

O D E I S L

A N

C O

N N

E C T I C U

N E W Y

R K

UPDATED: 2/6/2023 BY NPS

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

BLUESTONE PAVING, SEE 4/L7

AutoCAD SHX Text

ALIGN WITH CENTER LINE OF CLAY PAVER PATH

AutoCAD SHX Text

PAVER MODULE, REPEAT AS SHOWN. SEE 2/L5

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

1" WIDE AND " 116" ENGRAVED CIRCLE

AutoCAD SHX Text

PAVER MODULE, REPEAT AS SHOWN. SEE 4/L5

116" DEEP ENGRAVED LETTERING, DIGITAL FILE TO BE PROVIDED

AS SHOWN

OPTIONS - SITE DETAILS

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWN BY:

KM/RA

DATE:

11/24/2021

SCALE:

CHECKED BY:

OPTION 1: WATER FEATURE SECTIONOPTION 1: WATER FEATURE ELEVATION

OPTION 1: WATER FEATURE VAULT ENLARGED PLAN

OPTION 1: WATER FEATURE ENLARGED PLAN

SHEET

OPTION 4: CLAY PAVER ON EDGE AT INNER CIRCLE PLANTING, TYP. OPTION 2: BLUESTONE PAVING, TYP.

UPDATED: 2/6/2023 BY NPS

AutoCAD SHX Text LEAD SHELL, TYP. SEE SEPC 8"X4" SHELLS (3) 12"X6" SHELLS (2) 18"X9" SHELL (1) 24"X13" SHELL (1)

AutoCAD SHX Text

1 " THICK FIBER GLASS 14" THICK FIBER GLASS GRATE

AutoCAD SHX Text

BLUESTONE CAP ON MORTAR BED

AutoCAD SHX Text

WATER SOURCE

AutoCAD SHX Text

3'X6' BLUESTONE WALL PANEL TO BE REPLACED

AutoCAD SHX Text

EXISTING BRICK WALL TO REMAIN

AutoCAD SHX Text

PRECAST CONCRETE BASIN

AutoCAD SHX Text

316" LEAD PANEL WITH SEALANT, TYP.

AutoCAD SHX Text

LEAD DOLPHIN 2158, SEE SPEC

AutoCAD SHX Text

SUPPLY PIPE TO BE REPLACED

AutoCAD SHX Text

EXISTING BRICK WALL TO REMAIN

AutoCAD SHX Text

3'X6' BLUESTONE WALL PANEL TO BE REPLACED

AutoCAD SHX Text

LEAD SHELL TYP.

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

316" LEAD PANEL WITH SEALANT, TYP.

AutoCAD SHX Text

CONCRETE SLAB FOR WATER FEATURE VAULT

AutoCAD SHX Text

EXISTING BRICK WALL

AutoCAD SHX Text

SCHIST VENEER WALL

AutoCAD SHX Text

WATER LINE, SEE C SERIES

AutoCAD SHX Text

FIBERGLASS ACCESS HATCH

AutoCAD SHX Text

WATER FEATURE VAULT, SEE F SERIES

AutoCAD SHX Text

VENT CAP, TYP.

AutoCAD SHX Text

CONCRETE FOOTING FOR SCHIST VENEER WALL

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

LEAD SHELL, TYP.

AutoCAD SHX Text

EXISTING BRICK WALL TO REMAIN

AutoCAD SHX Text

3'X6' BLUESTONE WALL PANEL TO BE REPLACED

AutoCAD SHX Text

BLUESTONE CAP

AutoCAD SHX Text

WATER WITH FIBER GLASS GRATE BELOW

AutoCAD SHX Text L7

AutoCAD SHX Text

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

2"X2" ALUMINUM ANGLE ANCHORED TO CONCRETE WITH SEALANT

AutoCAD SHX Text

316" THICK LEAD PANEL WITH SEALANT, TYP.

AutoCAD SHX Text

BLUESTONE CAP ON MORTAR BED

AutoCAD SHX Text

MATERIAL VARIES

AutoCAD SHX Text

EMBED CLAY PAVER ON EDGE IN CONCRETE SLUMP

AutoCAD SHX Text

PLANTING

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

BLUESTONE PAVER

AutoCAD SHX Text

SAND SETTING BED

AutoCAD SHX Text

CONC. BASE

AutoCAD SHX Text

COMPACTED AGGREGATE BASE

AutoCAD SHX Text

PREPARED SUBGRADE

AutoCAD SHX Text

HAND TIGHT JTS W/ SAND SWEPT JT

AutoCAD SHX Text

4X4 WELDED WIRE FABRIC

AutoCAD SHX Text

CLAY PAVER ON EDGE

AutoCAD SHX Text

TAPER TOWARD INNER CIRCLE

PLAN DIAGRAM

DRAWN BY:

KM/RA

DATE:

11/24/2021

SCALE:

CHECKED BY:

PLANTING PLAN & DETAILS

1/8''=1'-0" (PLAN)

PERENNIAL PLANTING, TYP. SHRUB CONTAINER PLANTING, TYP.

PLANT SCHEDULE

SHEET

TREE PLANTING, TYP.

AutoCAD SHX Text CvW (2)

AutoCAD SHX Text PaB (1)

AutoCAD SHX Text CvW (2)

AutoCAD SHX Text PaB (1)

AutoCAD SHX Text PaB (2)

AutoCAD SHX Text MvH (1)

AutoCAD SHX Text VtC (4)

AutoCAD SHX Text Ea (3)

AutoCAD SHX Text Mp (4)

AutoCAD SHX Text

IW (2)

AutoCAD SHX Text Ea (2)

AutoCAD SHX Text

IW (4)

AutoCAD SHX Text IgG (4)

AutoCAD SHX Text IgG (7)

AutoCAD SHX Text VoB (5)

AutoCAD SHX Text HaI (3)

AutoCAD SHX Text AmL (5)

AutoCAD SHX Text HaH (6)

AutoCAD SHX Text IgG (7)

AutoCAD SHX Text PlC (5)

AutoCAD SHX Text VnB (4)

AutoCAD SHX Text Ca (10)

AutoCAD SHX Text AmL (6)

AutoCAD SHX Text AmL (2)

AutoCAD SHX Text HaI (5)

AutoCAD SHX Text VoB (5)

AutoCAD SHX Text VoB (3)

AutoCAD SHX Text Am (18)

AutoCAD SHX Text IgG (11)

AutoCAD SHX Text HaH (3)

AutoCAD SHX Text Hc (20)

AutoCAD SHX Text Hk (7)

AutoCAD SHX Text DlC (13)

AutoCAD SHX Text IgG (5)

AutoCAD SHX Text AmL (9)

AutoCAD SHX Text AmL (2)

AutoCAD SHX Text So (4)

AutoCAD SHX Text Sc (4)

AutoCAD SHX Text Da (3)

AutoCAD SHX Text PpJ (3)

AutoCAD SHX Text Vv (3)

AutoCAD SHX Text Ba (4)

AutoCAD SHX Text

PM (3)

AutoCAD SHX Text Tv(3)

AutoCAD SHX Text Sc(4)

AutoCAD SHX Text IgG (5)

AutoCAD SHX Text PlC (7)

AutoCAD SHX Text Ea (3)

AutoCAD SHX Text PlC (7)

AutoCAD SHX Text VoB (5)

AutoCAD SHX Text HaH (5)

AutoCAD SHX Text HaI (4)

AutoCAD SHX Text IgG (5)

AutoCAD SHX Text DlC (11)

AutoCAD SHX Text Fg (16)

AutoCAD SHX Text IgG (6)

AutoCAD SHX Text VoB (4)

AutoCAD SHX Text HaH (6)

AutoCAD SHX Text Ad (2)

AutoCAD SHX Text Su (7)

AutoCAD SHX Text Su (6)

AutoCAD SHX Text Pv (9)

AutoCAD SHX Text Tc (19)

AutoCAD SHX Text Tv (8)

AutoCAD SHX Text SnC (6)

AutoCAD SHX Text Hk (7)

AutoCAD SHX Text HaH (3)

AutoCAD SHX Text Hc (10)

AutoCAD SHX Text Da (3)

AutoCAD SHX Text Am (18)

AutoCAD SHX Text Hc (16)

AutoCAD SHX Text

PM (3)

AutoCAD SHX Text IgG (11)

AutoCAD SHX Text Vv (3)

AutoCAD SHX Text So (4)

AutoCAD SHX Text Sc (4)

AutoCAD SHX Text Ad (2)

AutoCAD SHX Text Ba (3)

AutoCAD SHX Text PpJ (3)

AutoCAD SHX Text

BISHOP WHITE HOUSE

AutoCAD SHX Text Sc (4)

AutoCAD SHX Text Tv (3)

AutoCAD SHX Text Hk (7)

AutoCAD SHX Text AmL (7)

AutoCAD SHX Text Hk (7)

AutoCAD SHX Text HaH (3)

AutoCAD SHX Text

PM (3)

AutoCAD SHX Text

PM (3)

AutoCAD SHX Text Hc (10)

AutoCAD SHX Text Hc (16)

AutoCAD SHX Text Sc (4)

AutoCAD SHX Text Tv (3)

AutoCAD SHX Text Vv (3)

AutoCAD SHX Text Am (18)

AutoCAD SHX Text Ba (4)

AutoCAD SHX Text PpJ (3)

AutoCAD SHX Text IgG (11)

AutoCAD SHX Text Da (3)

AutoCAD SHX Text Ad (2)

AutoCAD SHX Text Sc (4)

AutoCAD SHX Text So (4)

AutoCAD SHX Text Sc (4)

AutoCAD SHX Text So (4)

AutoCAD SHX Text Tc (12)

AutoCAD SHX Text DlC (8)

AutoCAD SHX Text

BELL SUPPORT, TYP., SIZE/CONFIG TBD

AutoCAD SHX Text

ARMATURE FOOTING, SEE 1/S1

AutoCAD SHX Text

PROPOSED TREE

AutoCAD SHX Text

EXISTING TREE TO REMAIN

AutoCAD SHX Text

PROPOSED SHRUB/PERENNIAL

AutoCAD SHX Text

PLANTING LEGEND

AutoCAD SHX Text

PROPOSED BULB (GROUP OF 3)

AutoCAD SHX Text

SPACE FOR ANNUAL PLANTING; ANNUALS N.I.C.

AutoCAD SHX Text Ed/Cp PLUGS 1:2

AutoCAD SHX Text Ca/Ed/Tc PLUGS 2:1:1

AutoCAD SHX Text Ae/Ca/Cv/Pa PLUGS 1:1:1:1

AutoCAD SHX Text Go/Tc/Cp PLUGS 1:1:1

AutoCAD SHX Text Ca PLUGS

AutoCAD SHX Text

PLANT SCHEDULE

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text

BOTANICAL NAME

AutoCAD SHX Text

COMMON NAME

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

KEY

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

TREES

AutoCAD SHX Text

AutoCAD SHX Text MvH

AutoCAD SHX Text

MAGNOLIA VIRGINIANA 'HENRY HICKS'

AutoCAD SHX Text

SWEETBAY MAGNOLIA

AutoCAD SHX Text

10-12' HT

AutoCAD SHX Text

SEE PLANTING PLAN

AutoCAD SHX Text VoB

AutoCAD SHX Text

VIBURNUM OPULUS VAR. AM. 'BAILEY COMPACT'

AutoCAD SHX Text

CRANBERRYBUSH VIBURNUM

AutoCAD SHX Text

AutoCAD SHX Text 4' O.C.

AutoCAD SHX Text

PERENNIALS + BULBS

AutoCAD SHX Text

FOTHERGILLA GARDENII

AutoCAD SHX Text

DWARF FOTHERGILLA

AutoCAD SHX Text 30" O.C.

AutoCAD SHX Text

AutoCAD SHX Text Hc

AutoCAD SHX Text

HYPERICUM CALYCINUM

AutoCAD SHX Text

18"-24" HT

AutoCAD SHX Text

AutoCAD SHX Text PaB

AutoCAD SHX Text

PLATANUS X ACERIFOLIA 'BLOODGOOD'

AutoCAD SHX Text

BLOODGOOD LONDON PLANE

AutoCAD SHX Text

4" CAL

AutoCAD SHX Text

SEE PLANTING PLAN

AutoCAD SHX Text IgG

AutoCAD SHX Text

ILEX GLABRA 'GEM BOX'

AutoCAD SHX Text

INKBERRY HOLLY

AutoCAD SHX Text

AutoCAD SHX Text 30" O.C.

AutoCAD SHX Text Sc

AutoCAD SHX Text 24" O.C.

AutoCAD SHX Text

SANGUISORBA CANADENSIS

AutoCAD SHX Text

AMERICAN BURNET

AutoCAD SHX Text

AutoCAD SHX Text So

AutoCAD SHX Text 24" O.C.

AutoCAD SHX Text

SANGUISORBA OFFICINALIS

AutoCAD SHX Text

GREAT BURNET

AutoCAD SHX Text

AutoCAD SHX Text Su

AutoCAD SHX Text 18" O.C.

AutoCAD SHX Text SAXIFRAGA x URBIUM

AutoCAD SHX Text

LONDON PRIDE

AutoCAD SHX Text

SHRUBS - PERIMETER

AutoCAD SHX Text

AutoCAD SHX Text Mp

AutoCAD SHX Text

MYRICA PENSYLVANICA

AutoCAD SHX Text

NORTHERN BAYBERRY

AutoCAD SHX Text 5' O.C.

AutoCAD SHX Text AmL

AutoCAD SHX Text

ARONIA MELANOCARPA 'LOW SCAPE HEDGER'

AutoCAD SHX Text

DWARF CHOKEBERRY

AutoCAD SHX Text

AutoCAD SHX Text 30" O.C.

AutoCAD SHX Text

24"-30" HT

AutoCAD SHX Text

AutoCAD SHX Text PHLOX x 'MINNIE PINK'

AutoCAD SHX Text

PHLOX MINNIE PEARL

AutoCAD SHX Text

AutoCAD SHX Text 24" O.C.

AutoCAD SHX Text

#3 CONTAINER

AutoCAD SHX Text Am

AutoCAD SHX Text

ALCHEMILLA MOLLIS

AutoCAD SHX Text

LADY'S MANTLE

AutoCAD SHX Text

AutoCAD SHX Text 18" O.C.

AutoCAD SHX Text Ca

AutoCAD SHX Text

CEANOTHUS AMERICANUS

AutoCAD SHX Text

AutoCAD SHX Text Da

AutoCAD SHX Text

DICTAMNUS ALBA 'ALBIFLORUS'

AutoCAD SHX Text

GAS PLANT

AutoCAD SHX Text

AutoCAD SHX Text 30" O.C.

AutoCAD SHX Text

#3 CONTAINER

AutoCAD SHX Text

NEW JERSEY TEA

AutoCAD SHX Text Ba

AutoCAD SHX Text

BAPTISIA AUSTRALIS

AutoCAD SHX Text

FALSE BLUE INDIGO

AutoCAD SHX Text

AutoCAD SHX Text 30" O.C.

AutoCAD SHX Text

AutoCAD SHX Text Hk

AutoCAD SHX Text

HYPERICUM KALMIANUM

AutoCAD SHX Text

KALM ST. JOHN'S WORT

AutoCAD SHX Text Ad

AutoCAD SHX Text

ARUNCUS DIOICUS

AutoCAD SHX Text

GOAT'S BEARD

AutoCAD SHX Text

AutoCAD SHX Text 24" O.C.

AutoCAD SHX Text Ea

AutoCAD SHX Text

EUONYMOUS AMERICANUS

AutoCAD SHX Text

STRAWBERRYBUSH

AutoCAD SHX Text

AutoCAD SHX Text 5' O.C.

AutoCAD SHX Text Vv

AutoCAD SHX Text

VERONICASTRUM VIRGINICUM

AutoCAD SHX Text

CULVER'S ROOT

AutoCAD SHX Text 30" O.C.

AutoCAD SHX Text

ILLICIUM X 'WOODLAND RUBY'

AutoCAD SHX Text

ANISE-TREE

AutoCAD SHX Text

AutoCAD SHX Text 5' O.C.

AutoCAD SHX Text

30"-36" HT

AutoCAD SHX Text VtC

AutoCAD SHX Text

VIBURNUM TINUS 'COMPACTUM'

AutoCAD SHX Text

LAURUSTINUS

AutoCAD SHX Text

AutoCAD SHX Text 4' O.C.

AutoCAD SHX Text

AARON'S BEARD

AutoCAD SHX Text

AutoCAD SHX Text CvW

AutoCAD SHX Text

CRATAEGUS VIRIDIS 'WINTER KING'

AutoCAD SHX Text

WINTER KING HAWTHORN

AutoCAD SHX Text

3" CAL

AutoCAD SHX Text

SEE PLANTING PLAN

AutoCAD SHX Text HaH

AutoCAD SHX Text

HYDRANGEA ARBORESCENS 'HAAS HALO'

AutoCAD SHX Text

SMOOTH HYDRANGEA CV.

AutoCAD SHX Text

AutoCAD SHX Text 4' O.C.

AutoCAD SHX Text PlC

AutoCAD SHX Text

PRUNUS LAUROCERASUS 'CHESTNUT HILL'

AutoCAD SHX Text

CHERRY LAUREL

AutoCAD SHX Text

AutoCAD SHX Text 4' O.C.

AutoCAD SHX Text VnB

AutoCAD SHX Text

VIBURNUM NUDUM 'BRANDYWINE'

AutoCAD SHX Text

POSSUMHAW VIBURNUM

AutoCAD SHX Text

AutoCAD SHX Text 4' O.C.

AutoCAD SHX Text DlC

AutoCAD SHX Text

DIERVILLA LONICERA ' COPPER'

AutoCAD SHX Text

DIERVLLA

AutoCAD SHX Text

AutoCAD SHX Text 30" O.C.

AutoCAD SHX Text Fg

AutoCAD SHX Text N

AutoCAD SHX Text

NARCISSUS SPP.

AutoCAD SHX Text

AutoCAD SHX Text HaI

AutoCAD SHX Text

HYDRANGEA ARBORESCENS 'INVICIBELLE WEE WHITE'

AutoCAD SHX Text

SMOOTH HYDRANGEA CV.

AutoCAD SHX Text

AutoCAD SHX Text 30" O.C.

AutoCAD SHX Text SnC

AutoCAD SHX Text

SALVIA NEMOROSA 'CARADONNA'

AutoCAD SHX Text

AutoCAD SHX Text Pv

AutoCAD SHX Text

PRIMULA VULGARIS

AutoCAD SHX Text

#1 CONTAINER

AutoCAD SHX Text PpJ

AutoCAD SHX Text 24" O.C.

AutoCAD SHX Text

PHLOX PANICULATA 'JEANA'

AutoCAD SHX Text

PHLOX JEANA

AutoCAD SHX Text

SAGE

AutoCAD SHX Text 24" O.C.

AutoCAD SHX Text Tv

AutoCAD SHX Text

THERMOPSIS VILLOSA

AutoCAD SHX Text

AutoCAD SHX Text 24" O.C.

AutoCAD SHX Text 30" O.C.

AutoCAD SHX Text

24"-30" HT

AutoCAD SHX Text

24"-30" HT

AutoCAD SHX Text

18"-24" HT

AutoCAD SHX Text

18"-24" HT

AutoCAD SHX Text

24"-30" HT

AutoCAD SHX Text

30"-36" HT

AutoCAD SHX Text

30"-36" HT

AutoCAD SHX Text

30"-36" HT

AutoCAD SHX Text

BULB

AutoCAD SHX Text

DAFFODIL SPP.

AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text

PRIMROSE

AutoCAD SHX Text

#3 CONTAINER

AutoCAD SHX Text

#3 CONTAINER

AutoCAD SHX Text

CAROLINA LUPINE

AutoCAD SHX Text

#1 CONTAINER

AutoCAD SHX Text

#1 CONTAINER

AutoCAD SHX Text

#3 CONTAINER

AutoCAD SHX Text

24"-30" HT

AutoCAD SHX Text

#3 CONTAINER

AutoCAD SHX Text

SEE PLANTING PLAN

AutoCAD SHX Text 24" O.C.

AutoCAD SHX Text

#3 CONTAINER

AutoCAD SHX Text

#3 CONTAINER

AutoCAD SHX Text

#3 CONTAINER

AutoCAD SHX Text

SHRUBS - INNER QUADRANTS

AutoCAD SHX Text IgG

AutoCAD SHX Text

ILEX GLABRA 'GEM BOX'

AutoCAD SHX Text

INKBERRY HOLLY

AutoCAD SHX Text

AutoCAD SHX Text 30" O.C.

AutoCAD SHX Text

18"-24" HT

AutoCAD SHX Text HaH

AutoCAD SHX Text

HYDRANGEA ARBORESCENS 'HAAS HALO'

AutoCAD SHX Text

SMOOTH HYDRANGEA CV.

AutoCAD SHX Text

AutoCAD SHX Text 4' O.C.

AutoCAD SHX Text

24"-30" HT

AutoCAD SHX Text

GROUNDCOVER MIX: 2500 SF TOTAL

AutoCAD SHX Text Cv

AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text

CHRYSOGONUM VIRGINIANUM

AutoCAD SHX Text

GREEN AND GOLD

AutoCAD SHX Text

LANDSCAPE PLUG 32

AutoCAD SHX Text

AutoCAD SHX Text Pau

AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text

PACKERA AUREA

AutoCAD SHX Text

GOLDEN GROUNDSEL

AutoCAD SHX Text

LANDSCAPE PLUG 50

AutoCAD SHX Text Tc

AutoCAD SHX Text

TIARELLA CORDIFOLIA - PLUG

AutoCAD SHX Text Ed

AutoCAD SHX Text

EURYBIA DIVARICATUS

AutoCAD SHX Text

WHITE WOOD ASTER

AutoCAD SHX Text

LANDSCAPE PLUG 50

AutoCAD SHX Text

FOAMFLOWER

AutoCAD SHX Text

LANDSCAPE PLUG 32

AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text Go

AutoCAD SHX Text

GALIUM ODORATUM

AutoCAD SHX Text

SWEET WOODRUFF

AutoCAD SHX Text

4" POT

AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text

#1 CONTAINER

AutoCAD SHX Text

#1 CONTAINER

AutoCAD SHX Text Ae

AutoCAD SHX Text

ASARUM EUROPAEUM

AutoCAD SHX Text

EUROPEAN GINGER

AutoCAD SHX Text Tc

AutoCAD SHX Text

TIARELLA CORDIFOLIA - CONTAINER

AutoCAD SHX Text

AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text

QUART

AutoCAD SHX Text

FOAMFLOWER

AutoCAD SHX Text Cp

AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text

CAREX PENSYLVANICA

AutoCAD SHX Text

PENNSYLVANIA SEDGE

AutoCAD SHX Text

LANDSCAPE PLUG 32

AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text

CAREX AMPHIBOLA

AutoCAD SHX Text

CREEK SEDGE

AutoCAD SHX Text

LANDSCAPE PLUG 32

AutoCAD SHX Text Ca

AutoCAD SHX Text

4" POT

AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text

30"-36" HT

AutoCAD SHX Text

30"-36" HT

AutoCAD SHX Text

#3 CONTAINER

AutoCAD SHX Text VERIFY THE ELEVATION AT WHICH TREE WAS GROWN IS TOP OF ROOTBALL - PLANT TOP OF ROOTBALL AT FINISH GRADE

AutoCAD SHX Text

ROOTBALL, REMOVE TOP HALF OF BURLAP

AutoCAD SHX Text

SUBSOIL

AutoCAD SHX Text

AMENDED EXTG SOIL

AutoCAD SHX Text

2" MULCH

AutoCAD SHX Text

MATERIAL VARIES

AutoCAD SHX Text

TRANSITION MIX LAYER, SEE SOIL SPEC

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

2" MULCH

AutoCAD SHX Text

AMENDED EXTG SOIL

AutoCAD SHX Text

PERENNIAL

AutoCAD SHX Text

PLANTING

AutoCAD SHX Text

TRANSITION MIX LAYER

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

SHRUB

AutoCAD SHX Text

AMENDED EXTG SOIL

AutoCAD SHX Text

SUBSOIL

AutoCAD SHX Text VERIFY THAT ELEVATION AT WHICH THE SHRUB WAS GROWN IS THE TOP OF THE ROOTBALL; PLANT TOP OF ROOTBALL AT FINISH GRADE

AutoCAD SHX Text

TRANSITION MIX LAYER, SEE SOIL SPEC

AutoCAD SHX Text FOR CONTAINER GROWN PLANTS, PULL ROOTS OUT OF OUTER LAYER OF POTTING SOIL, AND CUT ANY ENCIRCLING ROOTS

AutoCAD SHX Text

2" MULCH

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text 1/2"=1'-0"

DRAWN BY:

DATE:

11/24/2021

SCALE:

CHECKED BY:

SHEET:IRRIGATION PLAN

1/8''=1'-0"

DPL

CRL

OPTION

UPDATED: 2/6/2023 BY NPS

AutoCAD SHX Text

%%URCV VALVE NOTATION

AutoCAD SHX Text X

AutoCAD SHX Text

ZONE NUMBER

AutoCAD SHX Text

VALVE SIZE

AutoCAD SHX Text

FLOW (GPM)

AutoCAD SHX Text

NOTE: RCV'S SHOWN DIAGRAMMATICALLY. COORDINATE

AutoCAD SHX Text

VALVE BOX LOCATIONS WITH LANDSCAPE ARCHITECT.

AutoCAD SHX Text

POINT OF CONNECTION (POC)

AutoCAD SHX Text

CONTROLLER

AutoCAD SHX Text

WIRED RAIN SENSOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text

POC

AutoCAD SHX Text

%%UIRRIGATION LEGEND

AutoCAD SHX Text

PERMANENTLY IRRIGATED AREA

AutoCAD SHX Text

12" POP-UP SPRAY HEAD

AutoCAD SHX Text

REMOTE CONTROL VALVE (RCV)

AutoCAD SHX Text

1.5" SCHEDULE 40 PVC MAINLINE

AutoCAD SHX Text

1" SCHEDULE 40 PVC LATERAL

AutoCAD SHX Text

3" SCHEDULE 40 PVC SLEEVE

AutoCAD SHX Text

ISOLATION GATE VALVE

AutoCAD SHX Text

MIXED

AutoCAD SHX Text

TREE ROOT WATERING SYSTEM (RWS)

AutoCAD SHX Text

#-NUMBER OF RWS PER TREE

AutoCAD SHX Text

PLANTINGS

AutoCAD SHX Text

QUICK-COUPLING VALVE (QCV) - BLOW-OUT

AutoCAD SHX Text

- POP-UP SPRAY HEADS

AutoCAD SHX Text

INSTALL VALVE BOXES PERPENDICULAR OR PARALLEL TO

AutoCAD SHX Text

NEAREST HARDSCAPE. LEAVE SPACE BETWEEN BOX

AutoCAD SHX Text

AND HARDSCAPE FOR MINIMUM ONE ROW OF PLANTING.

AutoCAD SHX Text

MP800SR 90-210

AutoCAD SHX Text

MP800SR 90-210

AutoCAD SHX Text

MP800SR 360

AutoCAD SHX Text

MP8Q

AutoCAD SHX Text

MP8H

AutoCAD SHX Text

MP8F

AutoCAD SHX Text

ORANGE & GREY

AutoCAD SHX Text

ORANGE & GREY

AutoCAD SHX Text

LIME GREEN & GREY

AutoCAD SHX Text

NOZZLE NOTATION

AutoCAD SHX Text

GRATE

AutoCAD SHX Text

GRATE

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text

POC

AutoCAD SHX Text

3RD STREET

AutoCAD SHX Text

MERCHANT'…

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File details come from the government source that posted it. Updated Jun 13, 2023.