BASE BID AND BID ADDITIVES:

BASE BID: SITE PREPARATION & IMPROVEMENTS

BID OPTION �: UNDERSTORY PLANTING

BID OPTION �: CONCRETE SANDBLAST

STATE OF

9/5/25

September 05, 2025

BM

SD

BM

9 420

BM

STATE OF

ARKANSAS

NO. 1907

LIC. EXP:

DATE: 10/28/2024

06/30/2025

P R

O F

E

SSIONAL LAND

SU

R

V E

Y O

R

REGISTERED

SIGNATURE

LIC. EXP:

DATE: 10/28/2024

12/31/2024

C E

R

TI

FI

CATE OF AUTHORIZATIO

N

ARKANSAS

PRAIRIE

ENGINEERS, P.C.

NO. 4100

JA

R

RETT C . LANG

E

R

405.01

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12" CMP WEST FL=404.71 EAST FL=404.56

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12" CMP US FL=404.69 DS FL=404.58

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RIP RAP/ STONE WALL

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STONE MONUMENT

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WATER EDGE EL=391.6

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WATER EDGE EL.=392.1

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WATER EDGE EL=392.2

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ARKANSAS RIVER

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CONC SW

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CONC SW

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ROCK

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ROCK

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BARGE TIE LOOP

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OLD STONE

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OLD STONE

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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FENCE

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MINOR CONTOURS

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CULVERT

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DITCH FLOWLINE

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BENCHMARK

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CONTROL POINT

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DECIDUOUS TREE

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STUMP

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MAJOR CONTOURS

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BENCHMARK #7

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LIGHT POLE

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GRASS

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WOOD FENCE

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CONTROL POINT #5

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CONTROL POINT #1

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CONTROL POINT #2

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CONTROL POINT #3

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CONTROL POINT #4

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CONTROL POINT #6

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CONC SW

AutoCAD SHX Text NOTES: : 1. FIELD WORK: 10/15/2024-10/17/2024 FIELD WORK: 10/15/2024-10/17/2024 2. THIS SURVEY IS REFERENCED TO THE ARKANSAS STATE PLANE THIS SURVEY IS REFERENCED TO THE ARKANSAS STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD83 (2011 ADJ.)AND NAVD88 3. A UTILITY LOCATE WAS NOT CALLED IN DUE TO LACK OF EVIDENCE A UTILITY LOCATE WAS NOT CALLED IN DUE TO LACK OF EVIDENCE OR RECORDS OF UTILITIES IN THE PROJECT AREA. PAINT AND FLAGGING WERE ALSO NOT ALLOWED. 4. ONLY VISIBLE ABOVE GROUND UTILITIES WERE LOCATED. ONLY VISIBLE ABOVE GROUND UTILITIES WERE LOCATED. 5. TREE SPECIES WAS DETERMINED FROM OUR FIELD CREWS WITH A TREE SPECIES WAS DETERMINED FROM OUR FIELD CREWS WITH A HELP FROM A TREE IDENTIFIER PHONE APPLICATION. VERIFY BEFORE CONSTRUCTION.

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PREPARED FOR: STRATA ARCHITECTURE FOR NPS

AutoCAD SHX Text I HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF ARKANSAS. NO BOUNDARY INFORMATION WAS COLLECTED OR DETERMINATIONS WERE MADE DURING THE SURVEY. ONLY TOPOGRAPHIC INFORMATION PROVIDED 10/28/2024 10/28/2024 10/28/2024 JARRETT C. LANGER LICENSE NO. PLS-1907 DATE DATE EXPIRES: 06-30-2025 CERTIFICATION COVERS THIS SHEET ONLY

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%%U UTILITY NOTE

AutoCAD SHX Text THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO ARE NOT TO TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE IS NOT TO BE TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES, REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

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16" MAPLE

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11" ELM

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16" MULBERRY

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18" ELM

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18" ELM

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10" ELM

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21" OAK

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12" MAPLE(R)

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12" MAPLE

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12" MAPLE

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27" DEAD ELM(R)

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8"MAPLE

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12"MAPLE

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6"MAPLE

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15" ASH

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7" ASH

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15" ASH

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15" ASH

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12" ELM

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16" ASH

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16" ASH

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12" MAPLE

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12" ASH

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21" SYCAMORE

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12" OAK

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12" PECAN

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10" ASH(R)

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11" ASH(R)

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14" ASH

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14" ASH

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14" ASH

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9" ASH

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12" ASH

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11" ASH

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15" ASH

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14" ASH

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13" ASH

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36" COTTONWOOD

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11" ELM-DEAD

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11" ELM

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21" ELM

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38" COTTONWOOD

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52" COTTONWOOD

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10" ELM

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18" ELM

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18" ELM(R)

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21" ELM(R)

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18" ELM

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21" ELM(R)

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9" ASH

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21" WILLOW

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22" OAK

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24" OAK

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51" OAK

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21" SWEET GUM

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40" COTTONWOOD

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30" OAK

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16" WALNUT

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25" WILLOW

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18" MAPLE

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24" OAK

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23" OAK

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19" BLACK LOCUST

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9" OAK

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12" BLACK LOCUST

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9" BLACK LOCUST

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12" BLACK LOCUST

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19" HACKBERRY

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14" HACKBERRY

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18" HACKBERRY

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19" OAK

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28"SYCAMORE

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9" HACKBERRY

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20" HACKBERRY

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14" HACKBERRY

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14" SYCAMORE

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21" HACKBERRY

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21" ELM

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15" HACKBERRY

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16" HACKBERRY

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24" BLACK LOCUST-ALMOST DEAD

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24" HACKBERRY

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27" HACKBERRY

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12" HACKBERRY

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19" HACKBERRY

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20" OAK

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9" RED BUD

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20" HACKBERRY

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20" HACKBERRY

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28" OAK

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34" BLACK LOCUST

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26" BLACK LOCUST

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13" PECAN

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15" WALNUT

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36" WILLOW

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10" PECAN

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16" WALNUT

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19" ELDER

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27" SYCAMORE

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21" BLACK

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20" HACKBERRY

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15" MAPLE

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13" MAPLE

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13" OAK

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17" HACKBERRY

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11" MULBERRY

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13" ELM

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23" HACKBERRY

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7" HACKBERRY

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8" HACKBERRY

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23" HACKBERRY

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23" ELM

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9" HACKBERRY

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8" HACKBERRY

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24" SYCAMORE

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26" OSAGE ORANGE

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23" OSAGE ORANGE

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11" HACKBERRY

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15" HACKBERRY

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24" WALNUT

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22" OAK

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14" HACKBERRY

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14" HACKBERRY

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19" HACKBERRY

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9" HACKBERRY

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19" HACKBERRY

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6" HACKBERRY

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18" WALNUT

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SIZE(INCHES) TREE SPECIES

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MARKED FOR REMOVAL

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26" BLACK LOCUST

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US

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UPSTREAM

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DS

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DOWNTREAM

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FL

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FLOW LINE

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CMP

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CORRUGATED METAL PIPE

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14" ELM

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7" OAK

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14" OAK

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13" ASH

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STONE HEADWALL

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STONE HEADWALL

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PRELIMINARY - FOR REVIEW

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EXISTING CONDITIONS PLAN

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XC1.0

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DESIGNED:

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TECH. REVIEW:

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DATE:

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TITLE OF SHEET

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SUB SHEET NO.

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DRAWING NO.

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PMIS

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REVISION

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AutoCAD SHX Text 09-05-2025

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STN

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FORT SMITH NATIONAL HISTORIC SITE FORT SMITH, AR

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PM

AutoCAD SHX Text 421 80064

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AutoCAD SHX Text 293791

AutoCAD SHX Text U:\190300191\00 NPS FOLDER SETUP\FOSM\293791\CAD v2024 DRAWINGS\BASES\XL-SURVEY.dwg 9/3/2025 5:54 PM BY Leach, Sabreena 9/3/2025 5:54 PM BY Leach, Sabreena9/3/2025 5:54 PM BY Leach, Sabreena BY Leach, SabreenaLeach, Sabreena

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OF

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NO.

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SHEET

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JJB

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RJ

BMBM

SF

SF

SF

SF

SF

X

X

X

X

X

X X

XC1.1 IMMOBILIZATION, STAGING,

AND EROSION CONTROL PLAN

PROJECT SITE

RE: GC1.3

PROVISIONARY STAGING AREA (RE:

STAGING AND CONSTRUCTION, NOTE 6)

CONSTRUCTION ACCESS ROUTE

CONSTRUCTION ACCESS ROUTE

IMMOBILIZATION NOTES

1. TRAIL BARRICADES SHALL FULLY BLOCK THE PATHWAY AND INCLUDE SIGNAGE STATING TRAIL CLOSURE.

2. CONSTRUCTION FENCING IS REQUIRED AROUND THE SITE AND STAGING AREA(S) AND SHALL BE ENCLOSED WITH CHAIN LINK PLATFORM TYPE FENCING 6'-0" IN HEIGHT TO THE

EXTENT NEEDED TO MAINTAIN SECURITY.

3. THE PUBLIC WILL HAVE POTENTIAL ACCESS TO PROXIMITY OF PROJECT AREA DURING AND AFTER WORKING HOURS. CONTRACTOR IS RESPONSIBLE FOR SECURING PROJECT AREA

FROM PUBLIC ACCESS.

STAGING AND CONSTRUCTION ACCESS - GENERAL NOTES

4. ADJACENT RAILROAD IS ACTIVE AND IT IS UNLAWFUL TO CREATE OBSTRUCTIONS TO RAILROAD. CONTRACTOR SHOULD TAKE NECESSARY PRECAUTIONS WHEN MOVING PEOPLE, EQUIPMENT, AND MATERIALS THROUGH THE AREA.

5. CONSTRUCTION EGRESS FROM CITY PARK WILL REQUIRE PERMISSIONS FROM CITY OF FORT SMITH.

6. PROVISIONARY STAGING AREA TO SOUTH WILL ONLY BE USED IF NEEDS ARISE AND NORTH STAGING AREA IS INSUFFICIENT. THE PARCEL IS OWNED BY THE FORT SMITH HOUSING

AUTHORITY AND PERMISSIONS WOULD NEED TO BE SECURED. USE OF THIS STAGING AREA REQUIRES APPROVAL FROM THE COR IN WRITING TO USE AND UNDER WHAT

CONDITIONS/LIMITATIONS.

6.1. IF PROVISIONARY STAGING AREA IS REQUIRED FOR CONSTRUCTION, CONTRACTOR SHALL SUBMIT EROSION AND SEDIMENT CONTROL PLAN TO COR FOR REVIEW AND APPROVAL PRIOR TO ANY LAND DISTURBING ACTIVITIES. SWPPP SHALL BE UPDATED ACCORDINGLY.

7. COR HAS THE RIGHT TO DENY ACCESS ON PARK GROUNDS TO CONSTRUCTION EQUIPMENT AND VEHICLES DISPLAYING DISREPAIR. SEE DIVISION 1 SPECIFICATIONS FOR DETAILS.

8. CONTRACTOR IS RESPONSIBLE FOR MANAGING ALL DISTURBANCE CAUSED BY EQUIPMENT AND TRAVEL INTO AND OUT OF THE PROJECT SITE. DISTURBANCE CAUSED BY

CONTRACTOR MUST BE REPAIRED IN A TIMELY FASHION TO LIMIT VISUAL IMPACT ON VISITORS, PREVENT EROSION, AND AVOID HINDRANCE TO ADJACENT SITE FUNCTIONS.

9. FRISCO STATION (ADJACENT TO STAGING) WILL BE OCCUPIED BY NPS STAFF, INCLUDING PERSONAL VEHICLES IN THE PARKING LOT. CONTRACTOR SHALL STRICTLY ADHERE TO THE

STAGING LIMITS INDICATED.

STAGING

AREAS

INSTALL TEMPORARY TRAIL

BARRICADE AND SIGN

FORT SMITH VISITOR CONNECTION

GREG SMITH RIVER TRAIL

CONNECTION

VEHICULAR ACCESS

US HWY 64

(GARRISON AVE)

AR

KA

NSA

S

RIV

ER

ENTER FROM NORTH

ACTIVE RAILROAD TRACKS

RE: STAGING AND CONSTRUCTION, NOTE 4

LEGEND

PEDESTRIAN ACCESS ROUTE

CONSTRUCTION VEHICLE ACCESS ROUTE

PROVISIONAL CONSTRUCTION ACCESS ROUTE (RE: STAGING AND CONSTRUCTION, NOTE 6)PATH OF ACCESS

(WILL REQUIRE CITY OF

FORT SMITH APPROVAL)

INSTALL TEMPORARY TRAIL

BARRICADE AND SIGN

PROVISIONARY VEHICLE ACCESS (RE:

STAGING AND CONSTRUCTION,NOTE 6)

SF

STORM WATER POLLUTION PREVENTION PLAN BEST MANAGEMENT PRACTICES

REQUIRED BMP # DESCRIPTION

VEGETATION

SILT FENCEX

BALED STRAW INLET BARRIER

ON GRADE CURB INLET SEDIMENT FILTER

DIVERSION DITCH

STABILIZED CONSTRUCTION ENTRANCEX

BALED STRAW DITCH CHECK

DUST CONTROL BMP

DEWATERING OPERATIONS

MATERIAL DELIVERY AND STORAGEX

SPILL PREVENTION AND CONTROLX

LIME STABILIZATION

SAND BAG DITCH CHECK

SEDIMENT BASIN

STONE OUTLET SEDIMENT TRAP

VEHICLE AND EQUIPMENT CLEANINGX

VEHICLE AND EQUIPMENT FUELINGX

SOLID WASTE MANAGEMENTX

HAZARDOUS WASTE MANAGEMENT

CONCRETE WASTE MANAGEMENTX

SANDBLASTING WASTE MANAGEMENT

CONTAMINATED SOIL MANAGEMENT

SANITARY/SEPTIC WASTE MANAGEMENTX

PIPE SLOPE DRAIN

PERMANENT STRUCTURAL CONTROLS

TEMPORARY SEDIMENT TANK

TOPSOILING

X

(ALL BMP'S ARE REFERENCED TO CITY OF FORT SMITH PUBLIC WORKS EROSION CONTROL DETAILS)

SYMBOL

X

X

SILT FENCE INLET BARRIERX 4

SUMP INLET SEDIMENT FILTER6

ROCK DITCH CHECK

CONCRETE WASHOUT13

EROSION AND SEDIMENT CONTROL NOTES

1. THE CONTRACTOR(S) AND SUB-CONTRACTOR(S) SHALL PROVIDE EROSION AND

SEDIMENTATION CONTROL AS DESCRIBED ON THIS DRAWING AND MAINTAIN SUCH

COMPLIANCE WITH THE REQUIREMENTS OF THE ARKANSAS DEPARTMENT OF

ENVIRONMENTAL QUALITY (ADEQ). THE EROSION AND SEDIMENTATION CONTROL PLAN

ELEMENTS SHALL INCLUDE AND COMPLY WITH THE ADEQ CONSTRUCTION STORMWATER

GENERAL PERMIT.

2. AUTOMATIC COVERAGE APPLIES TO CONSTRUCTION ACTIVITY THAT WILL DISTURB ONE

ACRE OR MORE BUT LESS THAN FIVE ACRES. ADEQ DOES NOT REQUIRE SUBMISSION OF

THE SWPPP, A NOTICE OF INTENT (NOI) OR NOTICE OF TERMINATION (NOT) UNLESS

SPECIFICALLY REQUESTED. ALL CONDITIONS SET FORTH IN THE ARKANSAS DEPARTMENT

OF ENVIRONMENTAL QUALITY CONSTRUCTION STORMWATER GENERAL PERMIT (ARR150000

OR CGP) PART II.A SHALL BE FOLLOWED AND NOTICE OF COVERAGE MUST BE POSTED AT

THE CONSTRUCTION SITE AND A COPY OF THE COMPLETED SWPPP MUST BE KEPT AT THE

CONSTRUCTION SITE.

3. NO LAND CLEARING, GRUBBING OR GRADING SHALL BEGIN UNTIL THE SPECIFIC SCOPE OF

WORK PERFORMED IS FULLY PERMITTED BY ALL REQUIRED GOVERNING AGENCIES AND ALL

REQUIRED EROSION CONTROL MEASURES ARE IN PLACE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING, MAINTAINING, REPLACING, AND

REMOVING ALL OF THE EROSION AND SEDIMENT CONTROL MEASURES EXISTING, AS SHOWN

ON THE PLANS, OR AS DEEMED NECESSARY BY THE COR, TO EFFECTIVELY CONTROL

POLLUTION OF WATERWAYS AND SEDIMENTATION ONTO ADJACENT PROPERTIES OR INTO

ANY DOWNSTREAM DRAINAGE FACILITIES. INSTALLATION SHALL BE DONE IN ACCORDANCE

WITH THE ARKANSAS DEPARTMENT OF HEALTH, DIVISION OF WATER QUALITY'S GUIDE TO

TEMPORARY EROSION CONTROL MEASURES OR PLAN DETAILS.

5. THIS EROSION CONTROL MAP ILLUSTRATES A CONCEPTUAL PLACEMENT OF THE MINIMUM

REQUIRED BEST MANAGEMENT PRACTICES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

OPERATE IN FULL COMPLIANCE WITH THE PROJECT'S APPROVED STORMWATER POLLUTION

PREVENTION PLAN (SWPPP), INCLUDING OBTAINING ALL NECESSARY PERMITS AND

MAINTAINING COMPLETE RECORDS OF BMP INSTALLATION, MAINTENANCE AND REPAIRS.

EROSION CONTROL DEVICES ARE TO BE LEFT IN PLACE UNTIL PERMANENT VEGETATION IS

IN STABLE CONDITION.

6. NO LATER THAN 7 DAYS AFTER FINAL SITE GRADING IS COMPLETED, ALL EXPOSED EARTH

SHALL BE SEEDED AND MULCHED, OR SODDED. SODDING SHALL BE PLACED ALONG ALL

PAVEMENT EDGES AND AROUND INLETS FOR A MINIMUM OF 2 FEET WIDE AND OTHER AREAS

DELINEATED ON THIS PLAN OR DIRECTED BY THE OWNER.

7. EROSION CONTROL BMPS MUST BE INSPECTED WEEKLY, AT A MINIMUM, AND PRIOR TO

PREDICTED SIGNIFICANT STORM EVENTS. ADDITIONALLY, BMPS MUST BE INSPECTED

SUBSEQUENT TO SIGNIFICANT STORM EVENTS. ALL DISCOVERED DEFICIENCIES SHALL BE

REMEDIED IN A TIMELY MANNER.

8. CONTRACTOR SHALL HAVE A COPY OF THE FEMA NO-RISE CERTIFICATE, THE GENERAL

PERMIT, THE SWPPP, AND INSPECTION RECORDS ON-SITE OR AT A LOCATION IMMEDIATELY

AVAILABLE AT THE CONSTRUCTION SITE AT ALL TIMES.

9. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE SUFFICIENT TO CONTAIN

SEDIMENTS WITHIN THE CONSTRUCTION LIMITS. IF ANY EXCAVATION OR EMBANKMENT

MATERIAL DOES FLOW ONTO ADJACENT PROPERTIES OR DOWNSTREAM, THE CONTRACTOR

SHALL IMMEDIATELY RECTIFY THE PROBLEM AND REPAIR ANY DAMAGES.

10. ANY FAILURE OF THE EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE

REPAIRED WITHIN 48 HOURS OF THE RUNOFF EVENT, ALONG WITH ANY EROSION DAMAGES,

AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN

EROSION AND SEDIMENT CONTROL INSTALLATIONS UNTIL SUCH TIME AS THE PROJECT IS

ACCEPTED AS COMPLETE BY THE COR.

11. IF DIRECTED BY THE COR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION

CONTROL ITEMS BEFORE FINAL ACCEPTANCE. CLEANUP SHALL BE ACCORDING TO SECTION

104. ALL REMOVAL AND CLEANUP ITEMS SHALL BE CONSIDERED INCIDENTAL TO OTHER BID

ITEMS.

FRISCO STATION

CONSTRUCTION ACCESS

ROUTE SHARED WITH

PEDESTRIANS

STATE OF

BM

405.01

CONTRACTOR TO

CONFIRM EXISTING

GRADES PRIOR TO

LAYOUT, TYP.

OR TO

XISTING

PRIOR TO

YOUT, TYP.

TOPSOIL

STOCKPILING

AREA

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

X

X

X

X

X

X

XX

X

X

X X

X

X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X

PROJECT SITE

EROSION CONTROL PLAN

0 Y

R FL

OOD LI

NE

AR

KA

N

SA

S R

IV

ER

020 20 40

SCALE OF FEET

PLAN

INSTALL TEMPORARY CHAIN

LINK FENCE TO SECURE

SITE. REF. LT1.0 AND LOW

CONSTRUCTION ACCESS

FROM THE NORTH

IMMOBILIZATION NOTES

1. TRAIL BARRICADES SHALL FULLY BLOCK THE PATHWAY AND INCLUDE SIGNAGE STATING TRAIL CLOSURE.

2. CONSTRUCTION FENCING IS REQUIRED AROUND THE SITE AND STAGING AREA(S) AND SHALL BE ENCLOSED WITH CHAIN LINK PLATFORM TYPE FENCING 6'-0" IN HEIGHT TO THE

EXTENT NEEDED TO MAINTAIN SECURITY.

3. THE PUBLIC WILL HAVE POTENTIAL ACCESS TO PROXIMITY OF PROJECT AREA DURING AND AFTER WORKING HOURS. CONTRACTOR IS RESPONSIBLE FOR SECURING PROJECT AREA

FROM PUBLIC ACCESS.

STAGING AND CONSTRUCTION ACCESS - GENERAL NOTES

4. ADJACENT RAILROAD IS ACTIVE AND IT IS UNLAWFUL TO CREATE OBSTRUCTIONS TO RAILROAD. CONTRACTOR SHOULD TAKE NECESSARY PRECAUTIONS WHEN MOVING PEOPLE, EQUIPMENT, AND MATERIALS THROUGH THE AREA.

5. CONSTRUCTION EGRESS FROM CITY PARK WILL REQUIRE PERMISSIONS FROM CITY OF FORT SMITH.

6. PROVISIONARY STAGING AREA TO SOUTH WILL ONLY BE USED IF NEEDS ARISE AND NORTH STAGING AREA IS INSUFFICIENT. THE PARCEL IS OWNED BY THE FORT SMITH HOUSING

AUTHORITY AND PERMISSIONS WOULD NEED TO BE SECURED. USE OF THIS STAGING AREA REQUIRES APPROVAL FROM THE COR IN WRITING TO USE AND UNDER WHAT

CONDITIONS/LIMITATIONS.

6.1. IF PROVISIONARY STAGING AREA IS REQUIRED FOR CONSTRUCTION, CONTRACTOR SHALL SUBMIT EROSION AND SEDIMENT CONTROL PLAN TO COR FOR REVIEW AND APPROVAL PRIOR TO ANY LAND DISTURBING ACTIVITIES. SWPPP SHALL BE UPDATED ACCORDINGLY.

7. COR HAS THE RIGHT TO DENY ACCESS ON PARK GROUNDS TO CONSTRUCTION EQUIPMENT AND VEHICLES DISPLAYING DISREPAIR. SEE DIVISION 1 SPECIFICATIONS FOR DETAILS.

8. CONTRACTOR IS RESPONSIBLE FOR MANAGING ALL DISTURBANCE CAUSED BY EQUIPMENT AND TRAVEL INTO AND OUT OF THE PROJECT SITE. DISTURBANCE CAUSED BY

CONTRACTOR MUST BE REPAIRED IN A TIMELY FASHION TO LIMIT VISUAL IMPACT ON VISITORS, PREVENT EROSION, AND AVOID HINDRANCE TO ADJACENT SITE FUNCTIONS.

LEGEND

CONSTRUCTION VEHICLE ACCESS ROUTE

SF

STORM WATER POLLUTION PREVENTION PLAN BEST MANAGEMENT PRACTICES

REQUIRED BMP # DESCRIPTION

VEGETATION

SILT FENCEX

BALED STRAW INLET BARRIER

ON GRADE CURB INLET SEDIMENT FILTER

DIVERSION DITCH

STABILIZED CONSTRUCTION ENTRANCEX

BALED STRAW DITCH CHECK

DUST CONTROL BMP

DEWATERING OPERATIONS

MATERIAL DELIVERY AND STORAGEX

SPILL PREVENTION AND CONTROLX

LIME STABILIZATION

SAND BAG DITCH CHECK

SEDIMENT BASIN

STONE OUTLET SEDIMENT TRAP

VEHICLE AND EQUIPMENT CLEANINGX

VEHICLE AND EQUIPMENT FUELINGX

SOLID WASTE MANAGEMENTX

HAZARDOUS WASTE MANAGEMENT

CONCRETE WASTE MANAGEMENTX

SANDBLASTING WASTE MANAGEMENT

CONTAMINATED SOIL MANAGEMENT

SANITARY/SEPTIC WASTE MANAGEMENTX

PIPE SLOPE DRAIN

PERMANENT STRUCTURAL CONTROLS

TEMPORARY SEDIMENT TANK

TOPSOILING

X

(ALL BMP'S ARE REFERENCED TO CITY OF FORT SMITH PUBLIC WORKS EROSION CONTROL DETAILS)

SYMBOL

X

X

SILT FENCE INLET BARRIERX 4

SUMP INLET SEDIMENT FILTER6

ROCK DITCH CHECK

CONCRETE WASHOUT13

EROSION AND SEDIMENT CONTROL NOTES

1. THE CONTRACTOR(S) AND SUB-CONTRACTOR(S) SHALL PROVIDE EROSION AND SEDIMENTATION

CONTROL AS DESCRIBED ON THIS DRAWING AND MAINTAIN SUCH COMPLIANCE WITH THE

REQUIREMENTS OF THE ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ). THE

EROSION AND SEDIMENTATION CONTROL PLAN ELEMENTS SHALL INCLUDE AND COMPLY WITH THE

ADEQ CONSTRUCTION STORMWATER GENERAL PERMIT.

2. AUTOMATIC COVERAGE APPLIES TO CONSTRUCTION ACTIVITY THAT WILL DISTURB ONE ACRE OR

MORE BUT LESS THAN FIVE ACRES. ADEQ DOES NOT REQUIRE SUBMISSION OF THE SWPPP, A

NOTICE OF INTENT (NOI) OR NOTICE OF TERMINATION (NOT) UNLESS SPECIFICALLY REQUESTED.

ALL CONDITIONS SET FORTH IN THE ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY

CONSTRUCTION STORMWATER GENERAL PERMIT (ARR150000 OR CGP) PART II.A SHALL BE

FOLLOWED AND NOTICE OF COVERAGE MUST BE POSTED AT THE CONSTRUCTION SITE AND A COPY

OF THE COMPLETED SWPPP MUST BE KEPT AT THE CONSTRUCTION SITE.

3. NO LAND CLEARING, GRUBBING OR GRADING SHALL BEGIN UNTIL THE SPECIFIC SCOPE OF WORK

PERFORMED IS FULLY PERMITTED BY ALL REQUIRED GOVERNING AGENCIES AND ALL REQUIRED

EROSION CONTROL MEASURES ARE IN PLACE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING, MAINTAINING, REPLACING, AND

REMOVING ALL OF THE EROSION AND SEDIMENT CONTROL MEASURES EXISTING, AS SHOWN ON

THE PLANS, OR AS DEEMED NECESSARY BY THE COR, TO EFFECTIVELY CONTROL POLLUTION OF

WATERWAYS AND SEDIMENTATION ONTO ADJACENT PROPERTIES OR INTO ANY DOWNSTREAM

DRAINAGE FACILITIES. INSTALLATION SHALL BE DONE IN ACCORDANCE WITH THE ARKANSAS

DEPARTMENT OF HEALTH, DIVISION OF WATER QUALITY'S GUIDE TO TEMPORARY EROSION

CONTROL MEASURES OR PLAN DETAILS.

5. THIS EROSION CONTROL MAP ILLUSTRATES A CONCEPTUAL PLACEMENT OF THE MINIMUM

REQUIRED BEST MANAGEMENT PRACTICES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

OPERATE IN FULL COMPLIANCE WITH THE PROJECT'S APPROVED STORMWATER POLLUTION

PREVENTION PLAN (SWPPP), INCLUDING OBTAINING ALL NECESSARY PERMITS AND MAINTAINING

COMPLETE RECORDS OF BMP INSTALLATION, MAINTENANCE AND REPAIRS. EROSION CONTROL

DEVICES ARE TO BE LEFT IN PLACE UNTIL PERMANENT VEGETATION IS IN STABLE CONDITION.

6. NO LATER THAN 7 DAYS AFTER FINAL SITE GRADING IS COMPLETED, ALL EXPOSED EARTH SHALL BE

SEEDED AND MULCHED, OR SODDED. SODDING SHALL BE PLACED ALONG ALL PAVEMENT EDGES

AND AROUND INLETS FOR A MINIMUM OF 2 FEET WIDE AND OTHER AREAS DELINEATED ON THIS

PLAN OR DIRECTED BY THE OWNER.

7. EROSION CONTROL BMPS MUST BE INSPECTED WEEKLY, AT A MINIMUM, AND PRIOR TO PREDICTED

SIGNIFICANT STORM EVENTS. ADDITIONALLY, BMPS MUST BE INSPECTED SUBSEQUENT TO

SIGNIFICANT STORM EVENTS. ALL DISCOVERED DEFICIENCIES SHALL BE REMEDIED IN A TIMELY

MANNER.

8. CONTRACTOR SHALL HAVE A COPY OF THE FEMA NO-RISE CERTIFICATE, THE GENERAL PERMIT, THE SWPPP, AND INSPECTION RECORDS ON-SITE OR AT A LOCATION IMMEDIATELY AVAILABLE AT

THE CONSTRUCTION SITE AT ALL TIMES.

9. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE SUFFICIENT TO CONTAIN SEDIMENTS WITHIN THE CONSTRUCTION LIMITS. IF ANY EXCAVATION OR EMBANKMENT MATERIAL DOES FLOW

ONTO ADJACENT PROPERTIES OR DOWNSTREAM, THE CONTRACTOR SHALL IMMEDIATELY RECTIFY

THE PROBLEM AND REPAIR ANY DAMAGES.

10. ANY FAILURE OF THE EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE REPAIRED

WITHIN 48 HOURS OF THE RUNOFF EVENT, ALONG WITH ANY EROSION DAMAGES, AT THE

CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EROSION AND

SEDIMENT CONTROL INSTALLATIONS UNTIL SUCH TIME AS THE PROJECT IS ACCEPTED AS

COMPLETE BY THE COR.

11. IF DIRECTED BY THE COR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL

ITEMS BEFORE FINAL ACCEPTANCE. CLEANUP SHALL BE ACCORDING TO SECTION 104. ALL

REMOVAL AND CLEANUP ITEMS SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS.

LOW LIMIT OF WORK

XC1.2

EROSION CONTROL

DETAILS

COR.

XC1.3

SITE PHOTOS

STAGING AREA

THE FOLLOWING PHOTOS ARE INCLUDED FOR

REPRESENTATION ONLY. CONTRACTOR IS

RESPONSIBLE FOR UNDERSTANDING SITE

CONDITIONS BEFORE SUBMITTING A BID.

ADJACENT RAILROAD

PROVISIONARY STAGING AREA

PROJECT SITESITE PHOTOS

NORTH TRAIL BARRICADE LOCATION

INSTALL TEMPORARY TRAIL

BARRICADE AND SIGN

XC1.4

BM

405.01

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SFSF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

N-393040.29 E-587197.95

N-393042.08 E-587204.21

N-393084.10 E-587186.10

N-393085.61 E-587191.88

DEMOLITION PLAN

010 10 20

SCALE OF FEET

PLAN

AR

KA

N

SA

S R

IV

ER

REMOVE CONCRETE (±275 SF)

DEMOLITION - GENERAL NOTES

1. THE AREAS DENOTED ON THE PLANS TO BE CLEARED AND GRUBBED SHALL BE STAKED

ON THE GROUND BY THE CONTRACTOR AND REVIEWED BY COR PRIOR TO EXCAVATION.

THE CLEARING AND GRUBBING SHALL BE DONE AT A SATISFACTORY DISTANCE IN

ADVANCE OF THE GRADING OPERATIONS.

2. DISPOSAL OF ALL SPOIL MATERIALS REMOVED BY THE CLEARING AND GRUBBING

SHALL BE LAWFULLY DISPOSED OF OFF OF NPS GROUNDS.

3. THE REMOVAL OF EXISTING STRUCTURES AND UTILITIES REQUIRED TO PERMIT

ORDERLY PROGRESS OF WORK SHALL BE ACCOMPLISHED BY LOCAL AGENCIES,

UNLESS OTHERWISE SHOWN ON THE PLANS. WHENEVER A UTILITY POLE, PIPELINE,

CONDUIT, CABLE, SEWER, ROADWAY, OR OTHER UTILITY IS ENCOUNTERED AND MUST

BE REMOVED OR RELOCATED, THE CONTRACTOR SHALL ADVISE THE COR WHO WILL

NOTIFY THE PROPER AUTHORITY OR OWNER AND ATTEMPT TO SECURE PROMPT

ACTION.

4. REMOVAL OF PAVEMENT SHOULD BE PERFORMED BY MAKING A CLEAN SAW CUT AT

NEAREST JOINT BEYOND LOCATION OF NEW PAVEMENT BEING TIED IN.

5. QUANTITIES SHOWN ARE INCLUDED FOR CONTRACTOR CONVENIENCE ONLY. ALL FINAL

QUANTITIES ARE TO BE DETERMINED BY THE CONTRACTOR PRIOR TO SUBMITTING A

BID.

TREE REMOVAL - GENERAL NOTES

1. TREE REMOVAL OPERATIONS MUST OCCUR BETWEEN OCTOBER 1ST AND FEBRUARY

28TH TO AVOID IMPACTS TO PROTECTED BAT AND MIGRATORY BIRD SPECIES. IT IS

UNLAWFUL TO PERFORM TREE REMOVAL WORK OUTSIDE OF LISTED TIME PERIOD

WITHOUT PERFORMING A BAT/MIGRATORY BIRD SURVEY.

2. REMOVE STUMPS AND ROOTS TO EXTENTS OF FOOTING BOTTOM IN PROPOSED PAVED

AREAS OR BELOW 12 IN FINISHED GRADE, WHICHEVER DEEPER.

CLEARING AND GRUBBING

(±3,000 SF)

STONE HEADWALL

BARGE TIE LOOP

EXISTING RIP RAP/

STONE WALL

21" HACKBERRY TREE

TO BE REMOVED

REMOVE AND SALVAGE

GRAVITY-SET SLAB SEATING

LEGEND

CONCRETE TO BE REMOVED

CLEARING AND GRUBBING AREA

CLEARING AND GRUBBING LIMITS

TREE TO BE REMOVED

LIMIT OF WORK

SILT FENCE (RE: CG1.1-CG1.3)

LOW

CLEARING AND GRUBBING

(±850 SF)

FULL-DEPTH SAW-CUT AT NEAREST JOINT LINE

SOUTH OF COORDINATES. VERIFY WITH NEW

CONSTRUCTION SPOT ELEVATIONS AND

REQUIRED ABA ACCESSIBLE SLOPE TO

DETERMINE LIMITS OF SAW-CUT.

FULL-DEPTH SAW-CUT AT NEAREST JOINT LINE NORTH

OF COORDINATES. VERIFY WITH NEW CONSTRUCTION

SPOT ELEVATIONS AND REQUIRED ABA ACCESSIBLE

SLOPE TO DETERMINE LIMITS OF SAW-CUT.

SF

XD1.0

BM

405.01

TPA

TP

A

TP

A

TP

A

TP

A

TPA

TPA

TPA

TPA

TPA

TPA

TPA

TP

A

TP

A

TP

A

TP

A

TP

A

TPA

TPA

TP

A

TP

A

TP

A

TP

A

TP

A

TPA

TPA

TP

A

TP

A

TP

A

TPA

TPA

TPA

TPA

TPA

TP

A

TP

A

TPA

TPA

TPA

TPA

TPA

TPATPA

TPA

TPA

TPA

TP

A

TPA

TPA TPA

TPA

TPA

TP

A

TPA

TP

A

TPA

TPA

TP

A

TPA

TP

A

TP

A

TPA

TPA

TPA

TPA

TPA

TPA

TPA

TPA

TREE PROTECTION PLAN

TREE PROTECTION NOTES

1. PROTECT ALL EXISTING TREES AS SPECIFIED (EXCEPT THOSE NOTED FOR REMOVAL OR

RELOCATION). REFER TO SPECIFICATIONS FOR TREE PROTECTION FENCING AND ROOT

PRUNING REQUIREMENTS. REPORT ANY CONFLICTS IMMEDIATELY TO THE COR.

PHOTO DOCUMENTATION

1. FOLLOWING THE DIVISION 1 SPECIFICATIONS, CONTRACTOR SHALL PHOTO DOCUMENT

ALL PRE-EXISTING TREE DAMAGE AND SIGNS OF DECLINE WITH COR PRESENT

PLANT PROTECTION ZONE

1. PRIOR TO AND DURING ALL PHASES OF CONSTRUCTION, ALL TREES AND PLANT MATERIAL

TO BE PRESERVED SHALL BE CONTAINED IN A PLANT PROTECTION ZONE. THE PLANT

PROTECTION ZONE SHALL BE ENCLOSED WITH A CONTINUOUS PROTECTIVE BARRIER

CONSISTING OF CHAIN LINK PLATFORM TYPE FENCING 6'-0" IN HEIGHT. THE FENCING

SHALL EXTEND FROM DRIP LINE TO DRIP LINE OR 1' FOR EVERY CALIPER INCH IN

DIAMETER OF THE TREE, WHICHEVER IS GREATER, UNLESS OTHERWISE SHOWN DUE TO

SPACE CONSTRAINTS. FOR GROUPINGS OF TREES, THE FENCING SHALL ENCLOSE THE

CRITICAL ROOT ZONE OF THE ENTIRE STAND OF TREES. FENCING MAY BE REQUIRED TO

EXTEND OUTSIDE OF THE CRITICAL ROOT ZONE IN ORDER TO PRESERVE NATURAL

VEGETATION THAT MIGHT SUPPORT OR PROTECT THE HEALTH OF AN EXISTING TREE.

2. GRADING OR DISTURBANCE OF ANY OF THE NATURAL GROUNDCOVER AND UNDERSTORY

VEGETATION IS PROHIBITED WITHIN THE PROTECTION ZONE.

3. SUPPLEMENTAL IRRIGATION IS REQUIRED FOR ALL TREES AND VEGETATION WITHIN THE

PROTECTION ZONE AND SHALL BE USED TO SUSTAIN TYPICAL PRE-DISTURBANCE SOIL

MOISTURE CONDITIONS.

4. ALL POSSIBLE EROSION INTO THE PROTECTION ZONE MUST BE PREVENTED WITH SILT

FENCING INSTALLED OUTSIDE OF THE PROTECTION ZONE.

5. NO STORAGE OR GATHERING OF MATERIALS SHALL BE PERMITTED IN THE PROTECTION

ZONE.

6. NO EQUIPMENT OR VEHICLE TRESPASS IS ALLOWED IN THE PROTECTION ZONE.

WORK WITHIN THE PLANT PROTECTION ZONE

1. ACCESS WITHIN THE PLANT PROTECTION ZONE SHALL BE RESTRICTED. ANY TRESPASS

MUST HAVE PRIOR APPROVAL FROM THE COR.

2. CUT OR FILL IN THE DRIP LINE OF PROTECTED TREES IS LIMITED TO 3” AND SHALL BE

PERFORMED BY HANDWORK ONLY. EXTENTS BEYOND 3" SHALL BE COORDINATED WITH

COR.

3. IN THE EVENT THAT ANY WORK MUST BE PERFORMED WITHIN THE PROTECTION ZONE,

ALL TREE TRUNKS IN THE ZONE SHALL BE PROTECTED WITH WOOD SLATS. THE TREES

SHALL BE WRAPPED IN BURLAP AND THEN THE SLATS SHALL BE HORIZONTALLY

ATTACHED WITHOUT DAMAGE TO THE TREE AND WITH GAPS BETWEEN THE SLATS NO

LARGER THAN 2”. PROTECTIVE SLATS SHALL BE NO SMALLER THAN 2” X 4”.

4. IF MACHINERY OR HEAVY TRAFFIC IS PERMITTED IN THE PROTECTION ZONE, THE

CONTRACTOR SHALL PROVIDE A 12” LAYER OF WOOD MULCH OVER THE ROOT ZONE

DURING THE ACCESS PERIOD. SUPPLEMENTAL RE-SEEDING MAY ALSO BE REQUIRED. ALL

LOW HANGING LIMBS MUST BE PROTECTED, AND OVERHEAD CLEARANCE FOR ALL

MACHINERY MUST BE MAINTAINED DURING THE ACCESS PERIOD. ALL LIMB TYING AND

PRUNING MUST BE APPROVED BY THE COR.

5. ALL TREE CARE AND PRUNING MUST FOLLOW CURRENT ISA AND ANSI STANDARDS.

ROOT PROTECTION

1. AVOID CUTTING ANY ROOTS.

2. IF ROOTS ARE ENCOUNTERED AND EXCEED 3” IN DIAMETER, THEY SHALL BE TUNNELED

UNDER WITH MINIMUM DAMAGE TO THE SURROUNDING ROOTS, OR IF ABSOLUTELY

NECESSARY, PROPERLY PRUNED BY A CERTIFIED OR LICENSED ARBORIST ONLY.

3. NO SUBSTANCE THAT MIGHT CAUSE DAMAGE TO EXISTING OR FUTURE VEGETATION

SHALL BE ALLOWED IN THE PROTECTIVE ZONE. ANY INTRODUCTION OF HARMFUL

FOREIGN SUBSTANCES INTO THE PROTECTION ZONE SHALL BE REPORTED TO THE COR

AND IMMEDIATELY REMOVED AND DISPOSED.

010 10 20

SCALE OF FEET

PLAN

LEGEND

TPA TREE PROTECTION AREA

LT1.0

BM

405.01

LAYOUT PLAN OVERALL

010 10 20

SCALE OF FEET

PLAN

LS1.1

LS1.2

LS1.3

LAYOUT/CONSTRUCTION NOTES

1. REFER TO GENERAL NOTES, THIS SHEET, FOR GENERAL SITE DEVELOPMENT

INFORMATION AND REQUIREMENTS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH

SUBCONTRACTORS AND OTHER TRADES AS REQUIRED TO ACCOMPLISH ALL

CONSTRUCTION OPERATIONS.

3. A SYSTEM OF DIAGRAMMATIC SYMBOLS AND NOTATIONS IS USED IN THESE DRAWINGS.

NOTE THAT NOT ALL SYMBOLS MAY BE LABELED WITH A NOTATION. REVIEW NOTATION

CAREFULLY AND NOTIFY COR AND REQUEST CLARIFICATION OF ANY UNCLEAR NOTATION

OR DISCREPANCY PRIOR TO COMMENCING WORK.

4. ALL SYMBOLS ARE SHOWN DIAGRAMMATICALLY ILLUSTRATING APPROXIMATE LOCATION

OF EXISTING AND PROPOSED MATERIALS. ANY DISCREPANCIES OR CONFLICTS

BETWEEN EXISTING AND PROPOSED CONDITIONS SHALL BE REPORTED TO THE COR.

5. CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN THE CASE OF ANY DISCREPANCIES,

GRAPHICALLY SHOWN MATERIAL QUANTITIES SHALL TAKE PRECEDENCE.

6. REFERENCE TO NORTH REFERS TO TRUE NORTH.

7. REFERENCE TO SCALE IS FOR FULL SIZED DRAWINGS ONLY.

8. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. DO NOT SCALE FROM

DRAWINGS. IF THERE IS A QUESTION REGARDING DIMENSIONS, CONTACT COR FOR

VERIFICATION.

9. ALL DIMENSIONS CALLED OUT AS 'EQUAL' ARE EQUIDISTANT MEASUREMENTS.

10. ALL LAYOUT DIMENSIONS ARE TO BACK OF CURB (BOC), FACE OF WALL (FOW), OR FACE

OF BUILDING (FOB) UNLESS OTHERWISE NOTED. ALL DIMENSIONS FROM STRUCTURE

ARE FROM FACE OF FINISH OF EXTERIOR WALL UNLESS OTHERWISE STATED.

11. ALL LAYOUT DIMENSIONS ARE FROM PLAN VIEW CALCULATIONS. ACTUAL FIELD

DIMENSIONS MAY VARY FROM PLAN DUE TO ACTUAL LENGTHS ALONG A SLOPED

SURFACE.

12. DIMENSIONS MARKED "VERIFY" ARE TO BE FIELD MEASURED. ANY FIELD DISCREPANCIES

FROM THE NOTED DIMENSIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE COR

PRIOR TO FURTHER WORK.

13. COORDINATE PROPOSED WALKS AND RAMPS WITH ANY EXISTING CONDITIONS

INCLUDING PUBLIC SIDEWALKS. STAKE PROPOSED WALKS AND REVIEW IN FIELD WITH

COR PRIOR TO FORMING.

14. CONCRETE SLABS OR FOOTINGS SHALL BE DOWELED INTO EXISTING SIDEWALKS AS PER

SPECIFICATIONS OR AS SHOWN IN THE DRAWINGS. REQUIRED DOWELING MAY NOT BE

SHOWN ON ALL PLANS.

15. PROVIDE CONTROL JOINTS EVENLY SPACED BETWEEN EXPANSION JOINTS AS SHOWN ON

DRAWINGS, EXCEPT WHERE SPECIAL JOINTING PATTERNS ARE SPECIFIED. CONTROL

JOINTS SHALL BE PLACED SO THAT SECTIONS ARE NO MORE THAN 1.5X LONG AS WIDE.

16. LAYOUT OF ALL SITE FURNISHINGS IS TO BE STAKED IN THE FIELD BY THE CONTRACTOR

AND APPROVED BY THE COR PRIOR TO INSTALLATION. WHERE CONCRETE FOOTINGS

ARE REQUIRED, THEY ARE TO BE STAKED AND VERIFIED IN THE FIELD BY THE COR PRIOR

TO INSTALLING ADJACENT PAVEMENT OR FINISHES.

17. SEE RELATED DISCIPLINE DRAWINGS FOR ALL DIMENSIONS.

LS1.0

406405.01

23.25'

5.75'

7.

8.25'

.5 5'

6.20'

5.85'

7.65'

6.80'

6.00'

6.45'

8.65'

6.

7.75'

5.00'

NPS TRAIL MARKER SIGN;

SEE DETAIL 4/LS5.1

INTERPRETIVE PANEL

'A', RE:1/LS5.1

SEE BROKEN

TREATIES

DETAIL,

2/LS5.2:

INTERPRETIVE PANEL 'A',

RE: 1/LS5.1:

5.

8'MAINTENANCEEASEMENT

N-393144.29 E-587205.46

N-393144.08 E-587203.28

R 2.00'

N-393146.68 E-587208.44

N-393147.10 E-587209.41

N-393147.94 E-587215.42

N-393146.97 E-587216.93

N-393140.66 E-587216.74 N-393139.95 E-587216.40

N-393131.24 E-587206.58

N-393129.31 E-587205.53

N-393124.47 E-587205.77

N-393123.73 E-587205.66

N-393116.79 E-587203.24

N-393115.07 E-587203.43

N-393110.20 E-587206.45 N-393109.25

E-587208.16 N-393109.28 E-587215.93

N-393108.69 E-587217.42

N-393106.74 E-587220.27

N-393151.19 E-587200.58

N-393151.37 E-587203.19

N-393155.18 E-587209.83

N-393155.57 E-587211.47

N-393155.27 E-587217.47

N-393154.68 E-587219.11

N-393150.99 E-587224.08

N-393149.01 E-587224.85

N-393136.69 E-587222.50

N-393135.46 E-587221.72

N-393130.56 E-587215.06

N-393129.95 E-587214.51

N-393123.71 E-587210.89

N-393122.06 E-587210.73

N-393116.64 E-587212.58

N-393115.31 E-587214.16

N-393111.69 E-587237.15

N-393107.05 E-587225.16

N-393106.43 E-587221.76

R 3.00'

R2.00'

R 3.00' R3

.0 0'

R2.00'

R1.00'

R2.00'

R2.00'

R1.0 0'

R2.00'

R2.00'

R2.00'

R2.00'

R2.0 0'

R2 .0

0'

R2 .0

0'

R 2.

DOWEL INTO EXISTING

SEE DETAIL 5/LS5.0

SEE PAVEMENT PATTERN

DETAIL, 1/LS5.2:

SEE PAVEMENT PATTERN

DETAIL, 1/LS5.2:

AREA DRAIN,

SEE 1/LS5.3

N-393105.62 E-587238.66

R8.25'

WALL

FOOTING,

1/LS5.4

1.45'

R5.00'

EXPANSION JOINT

AROUND EMBEDDED

BOULDERS, TYP.

RE: 5/LS5.0

MATERIAL CHART

NOTE PHOTO REFERENCE

COLOR

CONCRETE

Contractor to provide a 36x36 field mockup of each of the following colors. Final approval by COR.

SOLOMON Integral Color Concrete (Basis of Design or Approved Equivalent) 920 1% Loading (Slate)

920 2% Loading (Smoke) 920 4% Loading (Onyx)

SANDBLAST

(BID OPTION 2)

Contractor to provide 3 levels of sandblast for concrete mockup. Level of contrast as shown in drawing is for construction awareness only.

RE: 1/LS5.2; Contractor shall review proposed curvature marked out with COR for written approval prior to proceeding with sandblasting.

N/A

ARKANSAS

NATIVE

BOULDERS

25% - 24"x36"x48" minimum 50% - 18"x24"x36" minimum 25% - 12"x18"x24" minimum

LAYOUT PLAN

ENLARGEMENT

PLAN

04 4 8

SCALE OF FEET

SEE LS1.2

A

SHEET KEYNOTES

A. 4" PEDESTRIAN COLOR CONCRETE, NO SANDBLAST, BASE BID, RE: SPECS AND MATERIAL CHART

B. 4" PEDESTRIAN COLOR CONCRETE WITH SANDBLAST, BID OPTION 2, RE: SPECS AND MATERIAL CHART

C. ARKANSAS NATIVE BOULDERS, SEE MATERIAL CHART BELOW, RE: 5/LP5.0

D. OZARK RIVER GRAVEL, 2-3" Ø

E. MURAL WALL, RE: 1/LS5.4

B

A

B

C

C

C

C

LEGEND

LOW LIMIT OF WORK

1. DIMENSIONS SHOWN FOR REFERENCE ONLY.

CONTRACTOR TO USE COORDINATES FOR LAYOUT.

NOTES

C

C

C A

B D

E

LS1.1

R12.00'

9.

8.45' 8.60'

.70

5.10' 6.9

5'

2.45'

7.75'

5.40'

5.

5.00'

5.25'

SEE PYLON

DETAILS,

1/LS5.0

4.60'

3.

8'

MAINTENANCE

EASEMENT

AREA DRAINS,

SEE 1/LS5.3

N-393108.69 E-587217.42

N-393100.10 E-587230.63

N-393075.12 E-587219.13

N-393077.14 E-587220.41

N-393074.34 E-587212.77

N-393073.42 E-587211.74

N-393069.50 E-587211.44

N-393068.35 E-587210.95

N-393064.79 E-587207.84

N-393064.13 E-587206.05

N-393065.08 E-587199.28

N-393065.01 E-587198.40

N-393059.43 E-587199.33

N-393059.37 E-587198.64

N-393058.64 E-587207.86

N-393059.17 E-587209.41

N-393068.53 E-587219.40

N-393069.07 E-587220.83

N-393068.90 E-587225.93

N-393069.48 E-587227.40

N-393074.35 E-587232.36

N-393075.57 E-587232.52

N-393061.12 E-587186.17

N-393059.98 E-587184.93

N-393046.02 E-587184.81

N-393047.17 E-587185.85

N-393055.90 E-587188.91

N-393057.23 E-587190.31

N-393088.10 E-587225.29

R2 .0

0'

R 2.

DOWEL INTO EXISTING

SEE DETAIL 5/LS5.0

DOWEL INTO EXISTING

SEE DETAIL 5/LS5.0

2.00'

2.00'

2.50'

3.00'

R 2.00'

R2.00'

R1.00'

R2.00'

R 2.00'

R 2.00'

R 2.00'

R 2.00'

R2.00'

R2.00'

R2.00'

R2.00'

R1.00'

INTERPRETIVE PANEL 'B',

RE: 5/LS5.1:

DRAIN PIPE

AREA DRAIN,

SEE 1/LS5.3

5.00' TYP.

5.80'

5.50'

5.

5.45'

5.2 5'

N-393105.62 E-587238.66

N-393093.14 E-587236.18

R7.75'

8.45'

WALL FOOTING,

SEE 1/LS5.4PYLON

FOOTING,

2/LS5.4

90°'

TYP.

2.50'

SALVAGED STONE

GRAVITY-SET SLAB

AREA DRAIN,

SEE 1/LS5.3

2.

R2.00'

N-393099.06 E-587230.17

R5.00'

EXPANSION JOINT

AROUND EMBEDDED

POSTS, TYP.

RE: 5/LS5.0

LAYOUT PLAN

ENLARGEMENT

PLAN

04 4 8

SCALE OF FEET

SE

E

LS

1.

SEE LS1.1

SHEET KEYNOTES

A. 4" PEDESTRIAN COLOR CONCRETE, NO

SANDBLAST, BASE BID, RE: SPECS

B. 4" PEDESTRIAN COLOR CONCRETE WITH

SANDBLAST, BID OPTION 2, RE: SPECS

C. ARKANSAS NATIVE BOULDERS,

SEE MATERIAL CHART, RE: 5/LP5.0

D. OZARK RIVER GRAVEL, 2-3" Ø

E. MURAL WALL, RE: 1/LS5.4

F. 4" PEDESTRIAN CONCRETE,

MATCH EXISTING

C

D

ABA B

C

B

A

A

A

E

F

PYLON ORIENTATION PLAN

CHEROKEE

MUSCOGEE

SEMINOLE

CHICKASAW

CHOCTAW

WEST

18°'

41°'

LEGEND

LOW LIMIT OF WORK

1. DIMENSIONS SHOWN FOR REFERENCE

ONLY. CONTRACTOR TO USE

COORDINATES FOR LAYOUT.

NOTES

8°'

MATERIAL CHART

NOTE PHOTO REFERENCE

COLOR

CONCRETE

Contractor to provide a 36x36 field mockup of each of the following colors. Final approval by COR.

SOLOMON Integral Color Concrete (Basis of Design or Approved Equivalent) 920 1% Loading (Slate)

920 2% Loading (Smoke) 920 4% Loading (Onyx)

SANDBLAST

(BID OPTION 2)

Contractor to provide 3 levels of sandblast for concrete mockup. Level of contrast as shown in drawing is for construction awareness only.

RE: 1/LS5.2; Contractor shall review proposed curvature marked out with COR for written approval prior to proceeding with sandblasting.

N/A

ARKANSAS

NATIVE

BOULDERS

25% - 24"x36"x48" minimum 50% - 18"x24"x36" minimum 25% - 12"x18"x24" minimum

F

LS1.2

12.10'

10.90'

19.05'

6.35'

8.95'

INTERPRETIVE PANEL 'C',

RE: 6/LS5.1:

DRAIN OUTLET

N-393051.52 E-587181.41

N-393050.42 E-587180.28

N-393043.61 E-587162.48

N-393034.26 E-587157.56

N-393023.65 E-587160.13

N-393023.44 E-587169.79

N-393027.51 E-587170.96

N-393032.63 E-587169.48

N-393034.67 E-587167.19

N-393037.97 E-587167.66

R2.00'

R2.00'

R2.00'R8.00'

R5.00'

R 5.00'

SEE SUN SYMBOL

DETAIL, 3/LS5.2:

SALVAGED STONE

GRAVITY-SET SLAB

BENCHES; TO BE INSTALLED

MIN. 7 DAYS AFTER

CONCRETE POUR.

LAYOUT PLAN

ENLARGEMENT

PLAN

04 4 8

SCALE OF FEET

SEE LS1.2

SHEET KEYNOTES

A. 4" PEDESTRIAN COLOR CONCRETE, NO SANDBLAST, BASE BID, RE: SPECS

A

A

LEGEND

LOW LIMIT OF WORK

1. DIMENSIONS SHOWN FOR REFERENCE ONLY.

CONTRACTOR TO USE COORDINATES FOR LAYOUT.

NOTES

MATERIAL CHART

NOTE PHOTO REFERENCE

COLOR

CONCRETE

Contractor to provide a 36x36 field mockup of each of the following colors. Final approval by COR.

SOLOMON Integral Color Concrete (Basis of Design or Approved Equivalent) 920 1% Loading (Slate)

920 2% Loading (Smoke) 920 4% Loading (Onyx)

SANDBLAST

(BID OPTION 2)

Contractor to provide 3 levels of sandblast for concrete mockup. Level of contrast as shown in drawing is for construction awareness only.

RE: 1/LS5.2; Contractor shall review proposed curvature marked out with COR for written approval prior to proceeding with sandblasting.

N/A

ARKANSAS

NATIVE

BOULDERS

25% - 24"x36"x48" minimum 50% - 18"x24"x36" minimum 25% - 12"x18"x24" minimum

LS1.3

ELEVATION

7' -0

4' -0

TRIBAL SEAL, PRINTED

ALUMINUM METAL

INLAY, 18" GAUGE

8" GAUGE ALUMINUM

INTERPRETIVE PANELS.

SEE 2/LS5.0 FOR PANEL

ATTACHMENT. PANEL

PROVIDED AND INSTALLED

BY NPS UNDER SEPARATE

CONTRACT.

PRECAST CONCRETE

PYLON; INTEGRAL COLOR,

ARCHITECTURAL FINISH,

RE: SPEC.

SEE LAYOUT PLAN FOR

ADJACENT PAVING

6' -0

SEE PYLON FOOTING

DETAIL, 2/LS5.4

4"

CONTRACTOR TO SUBMIT

SHOP DRAWINGS FOR

REVIEW OF ALL CUSTOM

ITEMS.

L2 BARS TO BE CAST

WITH PYLON;

RE: 2/LS5.4

EDGES RECESSED FOR

PANEL ATTACHMENT;

RE: 2/LS5.0

PLAN

1'-5" 2'-0" 2'-0"

PYLON

SIDE A

PYLON

SIDE B

PYLON

SIDE C

ELEVATION

2"

LC

70° 40

LC

SIDE B

SIDE C

SI

DE

A

2" 2"

1' -5

4'

-0

1' -7

1' -5

7"

NO-TAMPER

CONCRETE ANCHOR.

RE: 2/LS5.0.

4 ANCHORS, EACH

SIDE TYP.

2" TYP

4"

Ø1'-0" CENTERED

1" TYP

117°

1'-10"1'-3"

PANEL

A

PANEL

B

PANEL

C

4"

4" CONCRETE PAVEMENT; SEE LAYOUT

PLAN LS1.0 FOR COLOR AND LOCATION

4" TYPE AA (MR3-3) COMPACTION

4"

4" AB-3 BASE

FIBER REINFORCEMENT

4"

SAWCUT CONTROL JOINTS SEE

PLAN FOR SCORE PATTERN

1/

4"

NOTES:

ALL JOINTS SHALL BE

SAWCUT PER SCORE

PATTERN, SEE PLANS.

FINISH WITH MED.

BROOM FINISH

PERPEND. TO LINE OF

TRAFFIC (TYP.) MEDIUM BROOM FINISH

4"

CONCRETE PAVEMENT,

SEE 03/LS5.0

#4 x 12" SPEED DOWELS AT 18" O.C.

1/2" EXP. JT. W/ PRE-MOLDED

COMPRESSIBLE FILLER RECESS

1/2" FROM FINISH GRADE, COVER

TOP. SEAL JOINT W/ SEALANT

SPECIFIED. PLACE JOINTS AT MAX.

SPACING OF 60' O.C.

NOTE:

PROVIDE DOWELLED E.J.

BETWEEN SEPARATE

CONCRETE POURS.

CONCRETE PAVEMENT,

SEE 03/LS5.0

SECTION

1"

RECESS TO LIE

ANCHOR FLUSH

WITH PANEL

4" SPACER

NO TAMPER

CONCRETE

ANCHOR

8" GAUGE ALUMINUM

PANEL, PROVIDED AND

INSTALLED BY NPS UNDER

SEPARATE CONTRACT.

PRECAST

CONCRETE

PYLON

RECESSED 38"

WITH 45°

CHAMFER

NOTE: CONTRACTOR TO

PROVIDE ANCHORS AND

SPACERS FOR PANEL

INSTALLATION TO THE COR.

PROVIDE TWO COMPLETE

SETS TO ACCOMMODATE

REPLACEMENTS (60 EACH

SET FOR PYLONS; 18 EACH

SET FOR MURAL).

SITE DETAILS

LS5.0

TRIBAL PYLON

3/4" = 1'-0"

LS5.0

ALUMINUM PANEL ATTACHMENT

3" = 1'-0"

LS5.0

CONCRETE PAVEMENT

NOT TO SCALE

LS5.0

CONTROL JOINT

NOT TO SCALE

LS5.0

EXPANSION JOINT

NOT TO SCALE

LS5.0

AXON

NOT TO SCALE

1" Ø METAL RODS

CONTRACTOR TO FIELD CUT

BOULDERS; BOULDERS SAWN

AND DRILLED FOR PANEL

ATTACHMENT. 1/LS5.1

SECURE IN HOLES

WITH EPOXY

BOULDER SAWN FOR PANEL

LEDGE. ENSURE PANEL LIES

FLUSH. REF. 1/LS5.1

STEEL INTERPRETIVE PANEL

FRAME. 42" X 24" X 2", BLACK

POWDER COAT. REF. 2/LS5.1

INTERPRETIVE PANEL

PROVIDED BY NPS UNDER

SEPARATE CONTRACT;

CONTRACTOR TO INSTALL.

2' -8

AXON

ELEVATION

STEEL INTERPRETIVE PANEL

FRAME. 42" X 24" X 2", BLACK

POWDER COAT. REF. 2/LS5.1

SAWCUT ARKANSAS

NATIVE BOULDER

(APPROX. 60"W X

42"H X 36"D) IN HALF

2'-6" MIN.

5" TYP

BOULDER PARTIALLY

EMBEDDED INTO

CONCRETE PAVEMENT;

REF. LAYOUT PLANS.

INTERPRETIVE PANEL

PROVIDED BY NPS UNDER

SEPARATE CONTRACT;

CONTRACTOR TO INSTALL.

3'-5"

12" LONG,1" Ø

STEEL ROD

INTERPRETIVE PANEL AND

FIBERGLASS OVERLAY SLIDE INTO

PANEL FROM TOP. INTERPRETIVE

PANEL PROVIDED BY NPS UNDER

SEPARATE CONTRACT;

CONTRACTOR TO INSTALL.

2"

PANEL SECURED WITH TOP

BAR. SCREW INTO SIDES

AXON

NOT TO SCALE

INTERPRETIVE PANEL

STEEL FRAME,

POWDER COAT

1' -0

1" FRAME, TYP.

3"

(BACK)

2" M

AX

SURFACE SAWN AT

30 DEGREE ANGLE

TO MATCH PANEL.

REF 2/LS5.1.

DRILL 1" Ø HOLES 12"

DEEP. DRILL HOLES TO

ALIGN WITH METAL RODS

ON INTERPRETIVE PANEL.

AXON

NOT TO SCALE

SAWCUT EDGE

2" TYP.

6" TY

P.

PLAN

(BACK)

1" Ø STEEL ROD

WELDED TO

FRAME BODY TYP.

2' -6

1'-0" Ø

NPS TO PROVIDE

POST AND SIGN.

CONTRACTOR TO

INSTALL

SECTION

POST TO BE

CENTERED ON

FOOTING.

2' -0

SECTION

CONCRETE

PAVEMENT;

REF. 3/LS5.0

4"X4" STEEL POST,

BLACK POWDER COAT,

CENTERED ON

PANEL EDGE

2' -6

1'-0" Ø

2' -0

EXPANSION JOINT

AROUND POST,

RE: 5/LS5.0

2' -6

ALIGN BACK OF PANEL

WITH EDGE OF PAVEMENT

SECTION

2' -8

AL

IG

N B

AC

K

O F

PA

N

EL

W

IT

H

E D

G E

O F

PA

VE

M

EN

T

CONCRETE

PAVEMENT;

REF. 3/LS5.0

19" MIN.

4"X4" STEEL POST,

BLACK POWDER COAT

2' -6

1'-0" Ø

2' -0

EXPANSION JOINT

AROUND POST,

RE: 5/LS5.0

CONCRETE

PAVEMENT;

REF. 3/LS5.0

BOULDERS

PLACED ON 6"

MORTAR BED;

REF. 5/LP5.0

INTERPRETIVE PANEL

FRAME. INTERPRETIVE

PANEL PROVIDED BY NPS

UNDER SEPARATE

CONTRACT; CONTRACTOR

TO INSTALL. REF. 2/LS5.1

ARKANSAS NATIVE

BOULDER PARTIALLY

EMBEDDED INTO

CONCRETE PAVEMENT

19" MIN.

SAWCUT EDGE

AL

IG

N B

AC

K

O F

PA

N

EL

W

IT

H

E D

G E

O F

PA

VE

M

EN

T

SECTION

EXPANSION JOINT

AROUND EMBEDDED

BOULDER, RE: 5/LS5.0

4"X4" STEEL

POST, BLACK

POWDER COAT

AXON

NOT TO SCALE

INTERPRETIVE PANEL INSERT

PROVIDED BY NPS UNDER

SEPARATE CONTRACT;

CONTRACTOR TO INSTALL.

STEEL INTERPRETIVE

PANEL. 42" X 24" X 2",

BLACK POWDER COAT.

INTERPRETIVE PANEL INSERT

PROVIDED BY NPS UNDER

SEPARATE CONTRACT;

CONTRACTOR TO INSTALL.

STEEL INTERPRETIVE

PANEL. 42" X 24" X 2",

BLACK POWDER COAT.

4"X4" STEEL

POST, BLACK

POWDER COAT

SITE DETAILS

LS5.1

INTERPRETIVE PANEL 'A'

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

LS5.1

INTERPRETIVE PANEL 'A' ATTACHMENT

NOT TO SCALE

LS5.1

INTERPRETIVE PANEL 'B'

NOT TO SCALE

REPRESENTATIVE PHOTOS

LS5.1

INTERPRETIVE PANEL 'A' METAL FRAME

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

LS5.1

INTERPRETIVE PANEL 'C'

NOT TO SCALE

LS5.1

NPS TRAIL MARKER SIGN

NOT TO SCALE

LS5.1

TREATIES

AND

PROMISES

6"

BLACK GRANITE SLAB

CENTERED TEXT,ENGRAVED 12" DEPTH,

FONT: FRUTIGER

SQUARED EDGE, POLISHED FINISH

2' -6

5'-0"

NATURAL BREAK DOWN MIDDLE

PLAN

SECTION

4'-0"

4"

1/ 2"

BLACK GRANITE SLAB

NATURAL BREAK DOWN MIDDLE

RENDERED PHOTO

CENTERED TEXT,

ENGRAVED 12" DEPTH

NOTE: SAMPLE OF GRANITE

SHALL BE PROVIDED TO COR

FOR APPROVAL.

R 3'-0"

R 5'

-0

R2'-0"

R 3'-0"

R5'-0"

R3'-0"R2'-0"

R 2'-0"

R5'-0"

R 2'

-0

R3'-0"

R2'-0"

R2'-0"

R2'-0"

R5'-0

R 2'-0"

R3'-0"

R5'-0"

R2'-0"

8'-6 1/4"

4'-2 3/4"

2'- 1 3

/4"

6"

9' -0

NOTE: PATTERN IS A CONTINUOUS

RADIUS WITH NO STRAIGHT LINES

AND USES THE FOLLOWING RADII:

2'-0", 3'-0", 5'-0", 6'-0".

PIGMENTED CONCRETE IS 'BASE

BID.' SAND BLAST PATTERN IS 'BID

OPTION 2'.

REVIEW FINAL LAYOUT WITH COR

BEFORE SANDBLASTING.

R 6'-0"

NOTES:

ALL JOINTS SHALL BE

SAWCUT PER SCORE

PATTERN, SEE LAYOUT

PLANS. FINISH WITH

MED. BROOM FINISH

PERPEND. TO LINE OF

TRAFFIC (TYP.)

2" TYP.

R1'-6"

1'-0"

2'-0"

1'-3"

SILICON BRONZE

METAL INLAY, 12" THICK,

BRUSHED FINISH, BY

URBAN ACCESSORIES

(BASIS OF DESIGN) OR

APPROVED EQUAL3'-5"

SITE DETAILS

LS5.2

BID OPTION 2 - PAVEMENT PATTERN

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

LS5.2

BROKEN PROMISES GRANITE PIECE

SCALE: 1"=1'-0" DRAWING

LS5.2

SUN SYMBOL

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

LS5.2

BM

405.01

22.80'

3.00'

4.00'

4.

6.

2.00'

4.00'

8.00'

4.00'

4.00'

R4.00'

R 5.

R5 .0

0'

3.00'

R4.00'

R15.00'

EXTENSION OF PATH EDGE

NOTE: PLANTING BED EDGE IS A

COMBINED OFFSET OF THE

CONCRETE PATH ACCORDING

TO MARKED WIDTHS. WHERE

BED EDGE MEETS PATH,

INTERSECTION IS EITHER

PERPENDICULAR OR AN

EXTENSION OF THE PATH EDGE,

AS DRAWN.

PERPENDICULAR

INTERSECTION

SEED

SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT REMARKS

TREES

CC 9 CORNUS FLORIDA `CHEROKEE CHIEF` CHEROKEE CHIEF DOGWOOD PLANTRIGHT FABRIC BAG, 6' H

MULTI-STEM; VARIETY RESISTANT TO

SPOT ANTHRACNOSE; ALT VARIETY:

'APPALACHIAN BLUSH' (USE ONE

CULTIVAR FOR ALL)

SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS

GROUND COVERS

1,405 SF GROUNDCOVER MIX PLACE SPECIES IN ORGANIC GROUPS

OF 9-15.

AR 292 AJUGA REPTANS CARPET BUGLE LP32 PLUG 20% @ 12" o.c.

AC 292 ASARUM CANADENSE WILD GINGER LP32 PLUG 20% @ 12" o.c. AR NATIVE PP 292 PACHYSANDRA PROCUMBENS ALLEGHENY SPURGE LP32 PLUG 20% @ 12" o.c. U.S. NATIVE TC 292 TIARELLA CORDIFOLIA FOAMFLOWER LP32 PLUG 20% @ 12" o.c. U.S. NATIVE VC 292 VINCA MINOR COMMON PERIWINKLE LP32 PLUG 20% @ 12" o.c.

PLANT SCHEDULE

BASE BID: TURFGRASS SEED MIX

BID OPTION 1: GROUNDCOVER MIX

PLANTING PLAN OVERALL

010 10 20

SCALE OF FEET

PLAN

LP1.1

LP1.2LP1.3

LP1.0

406405.01

GROUNDCOVER MIX

10 - AR

10 - AC

10 - PP

10 - TC

10 - VC

CC

22.80'

4.00'

4.

6.

2.00'

4.00'

4.00'

4.00'

R 5.

R5 .0

0'

R4.00'

R15.00'

GROUNDCOVER MIX

172 - AR

172 - AC

172 - PP

172 - TC

172 - VC

EXTENSION OF PATH EDGE

NOTE: PLANTING BED EDGE IS A

COMBINED OFFSET OF THE

CONCRETE PATH ACCORDING

TO MARKED WIDTHS. WHERE

BED EDGE MEETS PATH,

INTERSECTION IS EITHER

PERPENDICULAR OR AN

EXTENSION OF THE PATH EDGE,

AS DRAWN.

PERPENDICULAR

INTERSECTION

SYMBOL CODE BOTANICAL NAME COMMON NAME CONT

TREES

CC CORNUS FLORIDA `CHEROKEE CHIEF` CHEROKEE CHIEF DOGWOOD PLANTRIGHT FABRIC BAG, 6' H

GROUND COVERS

GROUNDCOVER MIX

AR AJUGA REPTANS CARPET BUGLE LP32 PLUG

AC ASARUM CANADENSE WILD GINGER LP32 PLUG

PP PACHYSANDRA PROCUMBENS ALLEGHENY SPURGE LP32 PLUG

TC TIARELLA CORDIFOLIA FOAMFLOWER LP32 PLUG

VC VINCA MINOR COMMON PERIWINKLE LP32 PLUG

PLANT SCHEDULE

BASE BID: TURFGRASS

BID OPTION 1: GROUNDCOVER MIX

SEED

PLANTING PLAN

ENLARGEMENT

PLAN

SEE LP1.2

04 4 8

SCALE OF FEET

LEGEND

LOW LIMIT OF WORK

LP1.1

CC

GROUNDCOVER MIX

54 - AR

54 - AC

54 - PP

54 - TC

54 - VC

3.00'

R4.00'

R 5.

3.00'

R4.00'

GROUNDCOVER MIX

172 - AR

172 - AC

172 - PP

172 - TC

172 - VC

SYMBOL CODE BOTANICAL NAME COMMON NAME CONT

TREES

CC CORNUS FLORIDA `CHEROKEE CHIEF` CHEROKEE CHIEF DOGWOOD PLANTRIGHT FABRIC BAG, 6' H

GROUND COVERS

GROUNDCOVER MIX

AR AJUGA REPTANS CARPET BUGLE LP32 PLUG

AC ASARUM CANADENSE WILD GINGER LP32 PLUG

PP PACHYSANDRA PROCUMBENS ALLEGHENY SPURGE LP32 PLUG

TC TIARELLA CORDIFOLIA FOAMFLOWER LP32 PLUG

VC VINCA MINOR COMMON PERIWINKLE LP32 PLUG

PLANT SCHEDULE

BASE BID: TURFGRASS

BID OPTION 1: GROUNDCOVER MIX

SEED

PLANTING PLAN

ENLARGEMENT

PLAN

SE

E

LP

1.

SEE LP1.1

04 4 8

SCALE OF FEET

LEGEND

LOW LIMIT OF WORK

LP1.2

GROUNDCOVER MIX

51 - AR

51 - AC

51 - PP

51 - TC

51 - VC

CC

8.00'

SYMBOL CODE BOTANICAL NAME COMMON NAME CONT

TREES

CC CORNUS FLORIDA `CHEROKEE CHIEF` CHEROKEE CHIEF DOGWOOD PLANTRIGHT FABRIC BAG, 6' H

GROUND COVERS

GROUNDCOVER MIX

AR AJUGA REPTANS CARPET BUGLE LP32 PLUG

AC ASARUM CANADENSE WILD GINGER LP32 PLUG

PP PACHYSANDRA PROCUMBENS ALLEGHENY SPURGE LP32 PLUG

TC TIARELLA CORDIFOLIA FOAMFLOWER LP32 PLUG

VC VINCA MINOR COMMON PERIWINKLE LP32 PLUG

PLANT SCHEDULE

BASE BID: TURFGRASS

BID OPTION 1: GROUNDCOVER MIX

SEED

PLANTING PLAN

ENLARGEMENT

PLAN

SEE LP1.2

04 4 8

SCALE OF FEET

LEGEND

LOW LIMIT OF WORK

LP1.3

PLANTING PLAN NOTES

1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR

ALL COORDINATION WITH SUBCONTRACTORS AND

OTHER TRADES AS REQUIRED TO ACCOMPLISH PLANTING

OPERATIONS.

2. ALL PLANT MATERIAL SHALL CONFORM TO THE

GUIDELINES ESTABLISHED BY THE “AMERICAN

STANDARDS FOR NURSERY STOCK” (ANSI Z60.1-2014)

PUBLISHED BY THE AMERICAN HORTICULTURE INDUSTRY

ASSOCIATION.

4. ALL TREES WILL BE PLANTRIGHT FABRIC BAGS OR

APPROVED EQUAL. IF NOT AVAILABLE, BALLED AND

BURLAPPED ACCEPTABLE. ALL ROOT WRAPPING MADE

OF SYNTHETIC OR PLASTIC MATERIAL SHALL BE

REMOVED AT TIME OF PLANTING.

5. ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY

SPECIMENS FREE FROM PESTS, PLANT DISEASE OR

DAMAGE. PRE-SELECTED, OR "TAGGED" MATERIAL MUST

BE INSPECTED BY THE CONTRACTOR AND CERTIFIED

PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S

OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER

THE SPECIFICATIONS.

6. SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT

TO COMPLETE THE PLANTING BED AS SHOWN ON THE

DRAWINGS. IF CONFLICTS ARISE BETWEEN SIZE OF

AREAS AND PLANS, CONTRACTOR SHALL CONTACT COR

FOR IMMEDIATE RESOLUTION. FAILURE TO MAKE SUCH

CONFLICTS KNOWN TO THE COR WILL RESULT IN

CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS.

7. ALL PLANT MATERIAL SHALL BE INSPECTED AND

APPROVED BY THE COR PRIOR TO DELIVERY TO THE

SITE.

8. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE MADE

WITHOUT THE WRITTEN CONSENT OF THE COR PRIOR TO

DELIVERY TO THE SITE.

9. ALL TREE AND SHRUB TAGS SHALL REMAIN ON THE

PLANTS UNTIL THE TIME OF FINAL ACCEPTANCE.

10. ALL TREES OF THE SAME SPECIES AND SIZE SHALL HAVE

MATCHING HEIGHT AND FORM UNLESS OTHERWISE

NOTED ON THE PLANS.

11. ALL TREES AND STAKES SHALL BE SET PLUMB UNLESS

OTHERWISE NOTED.

12. ALL DECIDUOUS TREES SHALL BE WRAPPED. REFER TO

SPECIFICATIONS FOR WRAP TYPE AND TIMING.

13. ALL SHRUB PLANTING AREAS ARE TO BE PREPARED FOR

LIVE STAKE PLANTINGS PER DETAILS. ALL SEEDING

SHOULD BE SEED DRILLED INTO THE SOIL.

14. NO TREES SHALL BE PLANTED WITHIN 10' MIN. OF ANY

WATER OR SEWER MAINS, WITHIN 6' MIN. OF WATER OR

SEWER SERVICE LINES, AND WITHIN 4' MIN. OF GAS LINES.

STREET TREES PLANTED WITHIN THE UTILITY EASEMENT

MAY CONFLICT WITH UTILITIES. ADDITIONAL CONDUIT

MAY BE REQUIRED TO PROTECT UNDERGROUND

ELECTRIC LINES. FOR WATER VALVES…