preliminary land planning - grove city, ohio for trivium development llc 210 north lazelle street,...

14
SHEET 10/31/16 PROJECT 12089 DATE REVISIONS C-1 0 90 30 15 60 NORTH NORTH NORTH NORTH 1"=30' OVERALL LANDSCAPE PLAN NOT FOR CONSTRUCTION PRELIMINARY TRIVIUM GROVE CITY M.O.B. PREPARED FOR TRIVIUM DEVELOPMENT LLC 210 NORTH LAZELLE STREET, COLUMBUS, OHIO 43215 p (614) 487-1964 www.farisplanninganddesign.com 243 N. 5th Street Suite 401 Columbus, OH 43215 LAND PLANNING Faris Planning & Design LANDSCAPE ARCHITECTURE g INTERIOR VEHICULAR USE AREA REQUIRED PROVIDED NORTHERN SIDE YARD PARKING REQUIREMENTS (COMPATIBLE) +/- 551' L.F. (CONTRACTOR RESPONSIBLE FOR ALL PLANTS SHOWN ON PLAN) PLANT LIST TREES PERENNIALS/ORNAMENTAL GRASSES SHRUBS 22 34 22 18 GIN CAL FOR HEM QTY KEY BOTANICAL NAME COMMON NAME SIZE COND. REMARKS GINKGO BILOBA 'PRINCETON SENTRY FORSYTHIA x'NORTHERN SUN' HEMEROCALLIS 'HYPERION' HYPERION DAY LILY NORTHERN SUN FORSYTHIA PRINCETON SENTRY GINKGO 2" CAL. 18" HGT. NO. 1 CONT. B&B B&B CALLICARPA DICHOTOMA PURPLE BEAUTYBERRY 24" HGT. B&B I-71 FRONTAGE - 336 LF REQUIRED PROVIDED N. MEADOWS FRONTAGE - 336 LF 32 LIR LIRIOPE MUSCARI 'SILVERY SUNPROOF' SUNPROOF LIRIOPE NO. 1 CONT. 3 FOT FOTHERGILLA MAJOR 'MOUNT AIRY' MOUNT AIRY FOTHERGILLA 24" HGT. B&B 77 OWL JUNIPERUS VIRGINIANA 'GREY OWL' GREY OWL JUNIPER B&B MATCH FORM 1. ALL PLANTS SHALL MEET OR EXCEED STANDARDS SET IN THE USA STANDARD FOR NURSERY STOCK. 2. ALL PLANTING OPERATIONS SHALL ADHERE TO THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. 3. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY CONTRACTOR AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. PLANTING BEDS SHALL HAVE A MINIMUM 3" DEEP SHREDDED HARDWOOD BARK MULCH. MULCH HEDGES IN A CONTINUOUS BED. 5. ALL PLANTING BEDS TO BE TILLED TO A MINIMUM DEPTH OF 12". 6. ALL PLANTING BEDS TO BE FERTILIZED WITH 10-10-10 OR APPROVED EQUAL. 7. SODDING / SEEDING BY LANDSCAPE CONTRACTOR. 8. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 9. ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE RESTORED, FINE GRADED AND SEEDED / SODDED. 10. ALL EXISTING PLANT MATERIAL SHOWN ON THIS PLAN IS TO BE PRESERVED UNLESS SPECIFICALLY NOTED OTHERWISE. GENERAL PLANTING NOTES: 11. ALL SERVICE STRUCTURES, INCLUDING, BUT NOT LIMITED TO A/C UNITS, ELECTRICAL TRANSFORMERS, AND TRASH DUMPSTERS SHALL BE SCREENED PER GROVE CITY CODE SECTION 1136.08 CONSTRUCTION NOTES: 2 1 LAWN AREA, PROVIDE POSITIVE DRAINAGE ACROSS ALL SURFACES. LANDSCAPE AREA, PROVIDE 3" DEPTH HARDWOOD MULCH, POSITIVE DRAINAGE ACROSS ALL SURFACES. 3 EXISTING BOULDER TO BE STOCKPILED AND PLACED PER PLAN 4 STOCKPILED BOULDER - FINAL LOCATION SEE PLANT LIST FOR SPECIFIC PLANT SPECIES EVERGREEN TREE EXISTING TREE EVERGREEN SHRUB LARGE DECIDUOUS SHRUB PLANT KEY TYPICALS SHADE TREE PERENNIALS ORNAMENTAL TREE GROUNDCOVER DECIDUOUS SHRUB EACH PENINSULA, ISLAND, AISLE END ISLAND, OR PLANTING AREA IS TO CONTAIN AT LEAST ONE (1) 2" CAL. MED. OR LRG. SPECIES TREE 14 2" CAL. DECIDUOUS TREES + 28 18" HT. DEC. SHRUBS REQUIRED PROVIDED SOUTHERN SIDE YARD PARKING REQUIREMENTS (COMPATIBLE) +/- 558' L.F. LANDSCAPE REQUIREMENTS* 3' HT. (W/I 3 YRS.) EV. HEDGE 10 TREES FOR 336 L.F. 10 TREES ONE (1) TREE PLANTED FOR EVERY 35 LINEAR FEET OF FRONTAGE 80% OPAQUE SCREEN EV. SHRUBS, MOUND, OR WALL) REQUIRED 3' HT. EARTH MOUND 10 TREES FOR 336 L.F. ONE (1) TREE PLANTED FOR EVERY 35 LINEAR FEET OF FRONTAGE 80% OPAQUE SCREEN EV. SHRUBS, MOUND, OR WALL) PROVIDED 10 TREES REQUIRED PROVIDED ONE (1) 2" CAL. MED. OR LRG. CLASS TREE AND TWO (2) 18" HGT. DECIDUOUS SHRUBS/40' L.F., OR ONE (1) 6' HT. EV. TREE/20 L.F. AND TWO (2) 18" HT. DEC. SHRUBS/40' L.F. OF PROPERTY LINE. PER PLAN PER PLAN PARKING AREA REQUIREMENT TREE YARD REQUIREMENT TREE/SHRUB BUILDING PERIMETER TREE 14 2" CAL. DECIDUOUS TREES + 28 18" HT. DEC. SHRUBS 14 2" CAL. DECIDUOUS TREES + 28 18" HT. DEC. SHRUBS 14 2" CAL. DECIDUOUS TREES + 28 18" HT. DEC. SHRUBS 3' HT. EARTH MOUND 3' HT. (W/I 3 YRS.) EV. HEDGE BUILDING PERIMETER - 635 LF REQUIRED PROVIDED ONE (1) 2" CAL. MED. OR LRG. CLASS TREE AND TWO (2) 18" HGT. DECIDUOUS SHRUBS/40' L.F., OR ONE (1) 6' HT. EV. TREE/20 L.F. AND TWO (2) 18" HT. DEC. SHRUBS/40' L.F. OF PROPERTY LINE. 24 LIQ LIQUIDAMBAR STYRACIFLUA 'SLENDER SILHOUETTE' SLENDER SILHOUETTE SWEETGUM 2" CAL. B&B MATCH FORM 24" SPR. 5 AME AMELANCHIER xCANADENSIS 'GLENN FORM' RAINBOW PILLAR SERVICEBERRY 2" CAL. B&B MATCH FORM 16 CAR COLUMNAR HORNBEAM 2" CAL. B&B CARPINUS BETULUS 'FRANS FONTAINE' ONE (1) TREE PLANTED FOR EVERY 40 LINEAR FEET OF BUILDING PERIMETER 16 TREES 16 TREES 5 CER CERCIS CANADENSIS EASTERN REDBUD 2" CAL. B&B MATCH FORM MATCH FORM

Upload: hoangcong

Post on 01-Jul-2018

215 views

Category:

Documents


0 download

TRANSCRIPT

SHEET

10/31/16

PROJECT 12089

DATE

REVISIONS

C-10 903015 60

NORTHNORTHNORTHNORTH1"=30'

OV

ERA

LLLA

ND

SCA

PEPL

AN

NOT FOR CONST

RUCTIONPRELIMINARY

TRIV

IUM

GRO

VE

CITY

M.O

.B.

PREP

ARE

D F

OR

TRIV

IUM

DEV

ELO

PMEN

T LL

C21

0 N

ORT

H LA

ZELL

E ST

REET

,C

OLU

MBU

S, O

HIO

432

15

p (6

14) 4

87-1

964

w

ww

.faris

plan

ning

and

des

ign.

com

243

N. 5

th S

treet

Sui

te 4

01

C

olum

bus,

OH

4321

5

LAN

D P

LAN

NIN

G

Faris P

lannin

g & De

sign

L

AN

DSC

APE

ARC

HITE

CTU

REg

INTERIOR VEHICULAR USE AREA

REQUIRED PROVIDEDNORTHERN SIDE YARD PARKINGREQUIREMENTS (COMPATIBLE) +/- 551' L.F.

(CONTRACTOR RESPONSIBLE FOR ALL PLANTS SHOWN ON PLAN)PLANT LIST

TREES

PERENNIALS/ORNAMENTAL GRASSES

SHRUBS

22

3422

18

GIN

CALFOR

HEM

QTY KEY BOTANICAL NAME COMMON NAME SIZE COND. REMARKS

GINKGO BILOBA 'PRINCETON SENTRY

FORSYTHIA x'NORTHERN SUN'

HEMEROCALLIS 'HYPERION' HYPERION DAY LILY

NORTHERN SUN FORSYTHIA

PRINCETON SENTRY GINKGO 2" CAL.

18" HGT.

NO. 1 CONT.

B&B

B&B

CALLICARPA DICHOTOMA PURPLE BEAUTYBERRY 24" HGT. B&B

I-71 FRONTAGE - 336 LF

REQUIRED PROVIDEDN. MEADOWS FRONTAGE - 336 LF

32 LIR LIRIOPE MUSCARI 'SILVERY SUNPROOF' SUNPROOF LIRIOPE NO. 1 CONT.

3 FOT FOTHERGILLA MAJOR 'MOUNT AIRY' MOUNT AIRY FOTHERGILLA 24" HGT. B&B77 OWL JUNIPERUS VIRGINIANA 'GREY OWL' GREY OWL JUNIPER B&B

MATCH FORM

1. ALL PLANTS SHALL MEET OR EXCEED STANDARDS SET IN THE USA STANDARD FOR NURSERY STOCK.

2. ALL PLANTING OPERATIONS SHALL ADHERE TO THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS.

3. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY CONTRACTOR AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

4. PLANTING BEDS SHALL HAVE A MINIMUM 3" DEEP SHREDDED HARDWOOD BARK MULCH. MULCH HEDGES IN A CONTINUOUS BED.

5. ALL PLANTING BEDS TO BE TILLED TO A MINIMUM DEPTH OF 12".

6. ALL PLANTING BEDS TO BE FERTILIZED WITH 10-10-10 OR APPROVED EQUAL.

7. SODDING / SEEDING BY LANDSCAPE CONTRACTOR.

8. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

9. ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE RESTORED, FINE GRADED AND SEEDED / SODDED.

10. ALL EXISTING PLANT MATERIAL SHOWN ON THIS PLAN IS TO BE PRESERVED UNLESS SPECIFICALLY NOTED OTHERWISE.

GENERAL PLANTING NOTES:

11. ALL SERVICE STRUCTURES, INCLUDING, BUT NOTLIMITED TO A/C UNITS, ELECTRICAL TRANSFORMERS,AND TRASH DUMPSTERS SHALL BE SCREENED PERGROVE CITY CODE SECTION 1136.08

CONSTRUCTION NOTES:

2

1LAWN AREA, PROVIDE POSITIVE DRAINAGE ACROSS ALLSURFACES.

LANDSCAPE AREA, PROVIDE 3" DEPTH HARDWOODMULCH, POSITIVE DRAINAGE ACROSS ALL SURFACES.

3 EXISTING BOULDER TO BE STOCKPILED AND PLACEDPER PLAN

4 STOCKPILED BOULDER - FINAL LOCATION

SEE PLANT LIST FOR SPECIFIC PLANT SPECIES

EVERGREEN TREE

EXISTING TREEEVERGREEN SHRUB

LARGE DECIDUOUS SHRUB

PLANT KEY TYPICALS

SHADE TREE

PERENNIALS

ORNAMENTAL TREE

GROUNDCOVER

DECIDUOUS SHRUB

EACH PENINSULA, ISLAND, AISLE END ISLAND,OR PLANTING AREA IS TO CONTAIN AT LEASTONE (1) 2" CAL. MED. OR LRG. SPECIES TREE

14 2" CAL.DECIDUOUS

TREES+

28 18" HT.DEC. SHRUBS

REQUIRED PROVIDEDSOUTHERN SIDE YARD PARKINGREQUIREMENTS (COMPATIBLE) +/- 558' L.F.

LANDSCAPE REQUIREMENTS*

3' HT.(W/I 3 YRS.)EV. HEDGE

10 TREESFOR 336 L.F.

10 TREESONE (1) TREE PLANTED FOREVERY 35 LINEAR FEET OFFRONTAGE

80% OPAQUE SCREENEV. SHRUBS, MOUND, OR WALL)

REQUIRED

3' HT. EARTHMOUND

10 TREESFOR 336 L.F.

ONE (1) TREE PLANTED FOREVERY 35 LINEAR FEET OFFRONTAGE

80% OPAQUE SCREENEV. SHRUBS, MOUND, OR WALL)

PROVIDED

10 TREES

REQUIRED PROVIDED

ONE (1) 2" CAL. MED. OR LRG. CLASSTREE AND TWO (2) 18" HGT. DECIDUOUSSHRUBS/40' L.F., OR ONE (1) 6' HT. EV.TREE/20 L.F. AND TWO (2) 18" HT. DEC.SHRUBS/40' L.F. OF PROPERTY LINE.

PER PLAN PER PLAN

PARKING AREA REQUIREMENT TREE

YARD REQUIREMENT TREE/SHRUB

BUILDING PERIMETER TREE

14 2" CAL.DECIDUOUS

TREES+

28 18" HT.DEC. SHRUBS

14 2" CAL.DECIDUOUS

TREES+

28 18" HT.DEC. SHRUBS

14 2" CAL.DECIDUOUS

TREES+

28 18" HT.DEC. SHRUBS

3' HT. EARTHMOUND

3' HT.(W/I 3 YRS.)EV. HEDGE

BUILDING PERIMETER - 635 LF REQUIRED PROVIDED

ONE (1) 2" CAL. MED. OR LRG. CLASSTREE AND TWO (2) 18" HGT. DECIDUOUSSHRUBS/40' L.F., OR ONE (1) 6' HT. EV.TREE/20 L.F. AND TWO (2) 18" HT. DEC.SHRUBS/40' L.F. OF PROPERTY LINE.

24 LIQ LIQUIDAMBAR STYRACIFLUA 'SLENDER SILHOUETTE' SLENDER SILHOUETTE SWEETGUM 2" CAL. B&B MATCH FORM

24" SPR.

5 AME AMELANCHIER xCANADENSIS 'GLENN FORM' RAINBOW PILLAR SERVICEBERRY 2" CAL. B&B MATCH FORM

16 CAR COLUMNAR HORNBEAM 2" CAL. B&BCARPINUS BETULUS 'FRANS FONTAINE'

ONE (1) TREE PLANTED FOREVERY 40 LINEAR FEET OFBUILDING PERIMETER

16 TREES 16 TREES

5 CER CERCIS CANADENSIS EASTERN REDBUD 2" CAL. B&B MATCH FORM

MATCH FORM

SHEET

10/31/16

PROJECT 12089

DATE

REVISIONS

C-20 30105 20

NORTHNORTHNORTHNORTH1"=10'

BUIL

DIN

GPE

RIM

ETER

LAN

DSC

APE

PLA

N

p (6

14) 4

87-1

964

w

ww

.faris

plan

ning

and

des

ign.

com

243

N. 5

th S

treet

Sui

te 4

01

C

olum

bus,

OH

4321

5

LAN

D P

LAN

NIN

G

Faris P

lannin

g & De

sign

L

AN

DSC

APE

ARC

HITE

CTU

REg

LANDSCAPE REQUIREMENTS

1. ALL PLANTS SHALL MEET OR EXCEED STANDARDS SET IN THE USA STANDARD FOR NURSERY STOCK.

2. ALL PLANTING OPERATIONS SHALL ADHERE TO THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS.

3. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY CONTRACTOR AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

4. PLANTING BEDS SHALL HAVE A MINIMUM 3" DEEP SHREDDED HARDWOOD BARK MULCH. MULCH HEDGES IN A CONTINUOUS BED.

5. ALL PLANTING BEDS TO BE TILLED TO A MINIMUM DEPTH OF 12".

6. ALL PLANTING BEDS TO BE FERTILIZED WITH 10-10-10 OR APPROVED EQUAL.

7. SODDING / SEEDING BY LANDSCAPE CONTRACTOR.

8. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

9. ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE RESTORED, FINE GRADED AND SEEDED / SODDED.

10. ALL EXISTING PLANT MATERIAL SHOWN ON THIS PLAN IS TO BE PRESERVED UNLESS SPECIFICALLY NOTED OTHERWISE.

GENERAL PLANTING NOTES:

11. ALL SERVICE STRUCTURES, INCLUDING, BUT NOTLIMITED TO A/C UNITS, ELECTRICAL TRANSFORMERS,AND TRASH DUMPSTERS SHALL BE SCREENED PERGROVE CITY CODE SECTION 1136.08

CONSTRUCTION NOTES:

2

1LAWN AREA, PROVIDE POSITIVE DRAINAGE ACROSS ALLSURFACES.

LANDSCAPE AREA, PROVIDE 3" DEPTH HARDWOODMULCH, POSITIVE DRAINAGE ACROSS ALL SURFACES.

3 EXISTING BOULDER TO BE STOCKPILED AND PLACEDPER PLAN

4 STOCKPILED BOULDER - FINAL LOCATION

SEE PLANT LIST FOR SPECIFIC PLANT SPECIES

EVERGREEN TREE

EXISTING TREEEVERGREEN SHRUB

LARGE DECIDUOUS SHRUB

PLANT KEY TYPICALS

SHADE TREE

PERENNIALS

ORNAMENTAL TREE

GROUNDCOVER

DECIDUOUS SHRUB

TRIV

IUM

GRO

VE

CITY

M.O

.B.

PREP

ARE

D F

OR

TRIV

IUM

DEV

ELO

PMEN

T LL

C21

0 N

ORT

H LA

ZELL

E ST

REET

,C

OLU

MBU

S, O

HIO

432

15

REQUIRED PROVIDEDBUILDING PERIMETER - 635 LF

FORTY (40) SQUARE FEET OFLANDSCAPED AREA FOREACH 50 LINEAR FEET OFBUILDING PERIMETER

520 SF OFLANDSCAPEDAREA FOR635 LF OFPERIMETERW/127(5' O.C.)ORNAMENTALPLANTINGS@24" MIN. HT.

3,450 SF OFLANDSCAPEDAREA FORW/ 211ORNAMENTALPLANTINGS@24" MIN. HT.

(CONTRACTOR RESPONSIBLE FOR ALL PLANTS SHOWN ON PLAN)PLANT LIST

PERENNIALS/ORNAMENTAL GRASSES

SHRUBS1054

26

21

PANTMB

HEM

RUD

QTY KEY BOTANICAL NAME COMMON NAME SIZE COND. REMARKS

TAXUS X MEDIA 'BROWNII'

HEMEROCALLIS 'HYPERION'

RUDBECKIA FULGIDA VAR. SULLIVANTII 'GOLDSTURM' GOLDSTURM BLACKEYED SUSAN

HYPERION DAY LILY

BROWN'S YEW 24" HGT.

NO. 1

NO. 1

CONT.

B&BPICEA ABIES 'NIDIFORMIS' BIRDS NEST SPRUCE 24" SPRD. B&B

CONT.57 LIR LIRIOPE MUSCARI 'SILVERY SUNPROOF' SUNPROOF LIRIOPE NO. 1 CONT.

21 HYD HYDRANGEA PANICULATA 'LIMELIGHT' LIMELIGHT HARDY HYDRANGEA 24" HGT. B&B

14 SJL SPIRAEA JAPONICA 'LITTLE PRINCESS' LITTLE PRINCESS SPIREA 18" HGT. B&B

6 JUN JUNIPERUS CHINENSIS 'SPARTAN' SPARTAN JUNIPER 4-5' HGT. B&B

49 HEU HEUCHERA 'CARAMEL' CARAMEL CORAL BELLS NO. 1 CONT.

14 NEP NEPETA X FAASSENII 'WALKER'S LOW' WALKER'S LOW CATMINT NO. 1 CONT.59 MSA MISCANTHUS SINENSIS 'ADAGIO' ADAGIO DWARF MAIDEN GRASS NO. 1 CONT.27 CAL CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS NO. 2 CONT.

6 VIB VIBURNUM CARLESII KOREANSPICE VIBURNUM 24" HGT. B&B

3 HQ HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 24" HGT. B&B

NOT FOR CONST

RUCTIONPRELIMINARY

5 BENCH (BY OWNER)

NO

RTH

MEA

DO

WS

DRI

VE

PROPOSEDMEDICAL OFFICE BUILDING

1-71

SHEET

10/31/16

PROJECT 12089

DATE

REVISIONS

D-1

LAN

DSC

APE

DET

AIL

S &

IRRI

GA

TION

PLA

N

NOT FOR CONST

RUCTIONPRELIMINARY

p (6

14) 4

87-1

964

w

ww

.faris

plan

ning

and

des

ign.

com

243

N. 5

th S

treet

Sui

te 4

01

C

olum

bus,

OH

4321

5

LAN

D P

LAN

NIN

G

Faris P

lannin

g & De

sign

L

AN

DSC

APE

ARC

HITE

CTU

REg

4 IRRIGATION LIMITSSCALE: 1" = 100'

FINAL IRRIGATION PLANS WILL BE PREPARED BY SITE ONE LANDSCAPE SUPPLY PRIOR TOCONSTRUCTION- FOR BIDDING PURPOSES, CONTRACTOR SHALL PREPARE BID THAT INCLUDES ACOMPLETE IRRIGATION SYSTEM, INCLUDING WEATHER-BASED CONTROLLER, DRIP IRRIGATION INPLANT BEDS, AND TURF SPRAY HEADS IN LAWN AREAS.

DECIDUOUS TREE N.T.S.

01-1001

NOTE:THE AMOUNT OF TREE AND SHRUB PRUNINGSHALL BE LIMITED TO THE MINIMUMNECESSARY TO REMOVE DEAD OR INJUREDTWIGS & BRANCHES. RETAIN NORMALSHAPE. PLANT TREES AND EVERGREENS SOTHE ROOT FLARE IS 2"- 3" ABOVE FINISHGRADE

DO NOT CUTMAIN LEADER

REMOVE TOP 50%(12" MIN.) OF WIRE

CAGE ANDBURLAP AND ALL

TWINE AND TRUNKWRAP

MULCH COLLAR

2" X 2" X 8' WOODSTAKE, 2 PER TREE

FLEXIBLE TREE WEBBINGMATERIAL 34" WIDE-GREEN COLOR

*DIG PLANTING HOLE TWICETHE DIAMETER OF THE

ROOTBALL- BACKFILL WITHMIXTURE 4 PARTS NATIVE

SOIL AND 1 PART ORGANICSOIL CONDITIONER (LEAF

COMPOST). PULVERIZE ORCHOP SOIL TO REMOVE

CLODS AND CLUMPS

1

EVERGREEN TREE UNDER 7' HGT.N.T.S.

01-1100

DO NOT CUT MAINLEADER

HARDWOOD BARKMULCH COLLAR

DRIVE STAKES TO 18"BELOW PIT

NOTE:THE AMOUNT OF TREE AND SHRUB PRUNINGSHALL BE LIMITED TO THE MINIMUMNECESSARY TO REMOVE DEAD OR INJUREDTWIGS & BRANCHES. RETAIN NORMALSHAPE. PLANT TREES AND EVERGREENS SOTHE ROOT FLARE IS 2"- 3" ABOVE FINISHGRADE.

FLEXIBLE TREE WEBBINGMATERIAL 34" WIDE-GREEN COLOR- TIE AT 13HGT OF TREE

2" X 2" X 8' WOODSTAKE, 3 PER TREE UPTO 7' HEIGHT

REMOVE TOP 50%(12" MIN.) OF WIRE

CAGE AND BURLAPAND ALL TWINE

AND TRUNK WRAP

DIG PLANTING HOLE TWICETHE DIAMETER OF THE

ROOTBALL- BACKFILL WITHMIXTURE 4 PARTS NATIVE

SOIL AND 1 PART ORGANICSOIL CONDITIONER (LEAF

COMPOST). PULVERIZE ORCHOP SOIL TO REMOVE

CLODS AND CLUMPS

2

SHRUB PLANTING DETAILN.T.S.

01-1300

6" MIN.

HARDWOOD BARKMULCH COLLAR

PLANTING MIXTURE

SCARIFY 4" DEEP ANDRECOMPACT

DIG PLANTING HOLE TWICE THEDIAMETER OF THE ROOTBALL-BACKFILL WITH MIXTURE 4 PARTSNATIVE SOIL AND 1 PARTORGANIC SOIL CONDITIONER(LEAF COMPOST). PULVERIZE ORCHOP SOIL TO REMOVE CLODSAND CLUMPS

NOTE:THE AMOUNT OF TREE AND SHRUB PRUNINGSHALL BE LIMITED TO THE MINIMUMNECESSARY TO REMOVE DEAD OR INJUREDTWIGS & BRANCHES. RETAIN NORMALSHAPE. REMOVE EXCESS SOIL FROM THETOP OF ROOT MASS. PLANT SHRUBS WITHTOP OF ROOT MASS AT FINISH GRADE.

REMOVE TOP 50%(12" MIN.) OF WIRECAGE AND BURLAPAND ALL TWINE ANDTRUNK WRAP

3

TRIV

IUM

GRO

VE

CITY

M.O

.B.

PREP

ARE

D F

OR

TRIV

IUM

DEV

ELO

PMEN

T LL

C21

0 N

ORT

H LA

ZELL

E ST

REET

,C

OLU

MBU

S, O

HIO

432

15

SHEET

10/31/16

PROJECT 12089

DATE

REVISIONS

E-1

TREE

PRES

ERV

ATIO

NPL

AN

p (6

14) 4

87-1

964

w

ww

.faris

plan

ning

and

des

ign.

com

243

N. 5

th S

treet

Sui

te 4

01

C

olum

bus,

OH

4321

5

LAN

D P

LAN

NIN

G

Faris P

lannin

g & De

sign

L

AN

DSC

APE

ARC

HITE

CTU

REg

PRESERVATION PLANT KEY

EXISTING TREE

EXISTING TREE TO BE REMOVED

0 903015 60

NORTHNORTHNORTHNORTH1"=30'

TRIV

IUM

GRO

VE

CITY

M.O

.B.

PREP

ARE

D F

OR

TRIV

IUM

DEV

ELO

PMEN

T LL

C21

0 N

ORT

H LA

ZELL

E ST

REET

,C

OLU

MBU

S, O

HIO

432

15

NOT FOR CONST

RUCTIONPRELIMINARY

N

.

M

E

A

D

O

W

S

D

R

I

V

E

I

N

T

E

R

S

T

A

T

E

7

1

MOB

40,716 S.F.

F-1 / 6

Checked By:

Project Number:

Drawing Number:

Scale:

Drawn By:

Date:

TR

IV

IU

M D

EL

EV

LO

PM

EN

T, L

LC

210 N

. L

AZ

EL

LE

R

OA

D

CO

LU

MB

US

, O

HIO

43215

AD

VA

NC

EDC

IV

IL

DE

SI

GN

EN

GI

NE

ER

SS

UR

VY

EO

RS

TR

IV

IU

M G

RO

VE

C

IT

Y M

OB

FIN

AL

D

EV

EL

OP

ME

NT

P

LA

N

TIT

LE

S

HE

ET

INDEX MAP

SITE DATA

PARKING DATA

CITY OF GROVE CITY, OHIO

TRIVIUM GROVE CITY MOB

LOT COVERAGE

LOCATION MAP

INDEX OF SHEETS

GRAPHIC SCALE0

1 inch = 100 feet

20050 100

NORTH MEADOWS DRIVE

SITE DEVELOPMENT PLAN

SITE

GENERAL DEVELOPMENT STANDARDS

BENCHMARKS

AutoCAD SHX Text
BM #1
AutoCAD SHX Text
BM #2
AutoCAD SHX Text
Trivium Grove City LLC 4.301 Ac. I.N. 201508120111887
AutoCAD SHX Text
City of Grove City, Ohio 0.295 Ac. I.N. 201308090136984
AutoCAD SHX Text
Ohio Becknell Investors 2007 I.N. 201412050161869
AutoCAD SHX Text
GDC Exchange Co. LLC I.N. 201310160174691
AutoCAD SHX Text
City of Grove City, Ohio 0.022 Ac. I.N. 201304110060273
AutoCAD SHX Text
Quality Bakery Co. PID 040-009550-00
AutoCAD SHX Text
Gateway Business Park, LLC PID 040-009551-00
AutoCAD SHX Text
10-31-2016
AutoCAD SHX Text
Issue Dates:
AutoCAD SHX Text
PLAN PREPARED FOR:
AutoCAD SHX Text
422 Beecher Road
AutoCAD SHX Text
43230
AutoCAD SHX Text
Gahanna, Ohio
AutoCAD SHX Text
ph 614.428.7750
AutoCAD SHX Text
fax 614.428.7755
AutoCAD SHX Text
PLAN PREPARED BY:
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
FOR
AutoCAD SHX Text
CITY OF GROVE CITY, FRANKLIN COUNTY, OHIO
AutoCAD SHX Text
16-0022-344
AutoCAD SHX Text
CAW
AutoCAD SHX Text
TMW
AutoCAD SHX Text
SCALE: 1" = 100'
AutoCAD SHX Text
SITE AREA
AutoCAD SHX Text
BUILDING AREA
AutoCAD SHX Text
H/C PARKING SPACES REQUIRED (10%%% TOTAL)
AutoCAD SHX Text
H/C PARKING SPACES PROVIDED
AutoCAD SHX Text
21 SPACES
AutoCAD SHX Text
21 SPACES
AutoCAD SHX Text
4.301 ACRES (187356 SQ.FT.) (BY SURVEY)
AutoCAD SHX Text
CURRENTLY ZONED
AutoCAD SHX Text
PUD-1
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
PAVEMENT & WALK
AutoCAD SHX Text
EX. PAVE & CURB
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
TITLE SHEET1 1 EXISTING C0NDITIONS PLAN2 2 SITE DIMENSION PLAN3 3 UTILITY PLAN4 4 SITE GRADING PLAN5 5 SITE DETAILS6 6
AutoCAD SHX Text
REGISTERED ENGINEER DATE
AutoCAD SHX Text
CITY OF GROVE CITY APPROVALS
AutoCAD SHX Text
"City of Grove City" signatures on this plan signify only concurrence with the
AutoCAD SHX Text
purpose and general location of the project. All technical details remain the
AutoCAD SHX Text
responsibility of the Engineer preparing the plans.
AutoCAD SHX Text
CITY ADMINISTRATOR, CITY OF GROVE CITY DATE
AutoCAD SHX Text
SERVICE DIRECTOR, CITY OF GROVE CITY DATE
AutoCAD SHX Text
SAFETY DIRECTOR, THE CITY OF GROVE CITY DATE
AutoCAD SHX Text
CHIEF, JACKSON TOWNSHIP FIRE DEPARTMENT DATE
AutoCAD SHX Text
ENGINEER ADVANCED CIVIL DESIGN, INC. 422 BEECHER ROAD GAHANNA, OH 43230 CONTACT: THOMAS M. WARNER, P.E. EMAIL: [email protected] PHONE: 614-428-7750
AutoCAD SHX Text
TOTAL PARKING SPACES PROVIDED
AutoCAD SHX Text
205 SPACES
AutoCAD SHX Text
40,716 S.F.
AutoCAD SHX Text
BUILDING HEIGHT
AutoCAD SHX Text
34'-8"
AutoCAD SHX Text
LANDSCAPE ARCHITECT FARIS PLANNING & DESIGN 243 N. 5TH STREET SUITE 401 COLUMBUS, OH 43215 CONTACT: TODD FARIS EMAIL: [email protected] PHONE: 614-487-1964 ARCHITECT J. CARTER BEAN ARCHITECT 4400 NORTH HIGH STREET, SUITE 401 COLUMBUS, OHIO 43214 CONTACT: J. CARTER BEAN EMAIL:[email protected] TEL: 614.262.2326
AutoCAD SHX Text
AREA 4.30 AC. TOTAL 4.30± AC. TOTALPERMITTED USESPLANNED UNIT DEVELOPMENT INDUSTRIAL PERMITTED USE STANDARD (PUD-1) PLANNED UNIT DEVELOPMENT INDUSTRIAL PERMITTED USE STANDARD (PUD-1) IN CHAPTER 1135.14 DENSITY75% BUILDING COVERAGE MAX 75% BUILDING COVERAGE MAX 12.4% BUILDING COVERAGE PROVIDED MAXIMUM BUILDING HEIGHT34'8"' HEIGHT 34'8"' HEIGHT OFF STREET PARKING PER GROVE CITY REQUIREMENTS FOR EACH USE SECTION 1135.12 PER GROVE CITY REQUIREMENTS FOR EACH USE SECTION 1135.12 PROPOSED STREET TYPEPRIVATE, SHARED ACCESS. ALL PRIVATE DRIVES AND DRIVEWAYS WILL HAVE CURBS PRIVATE, SHARED ACCESS. ALL PRIVATE DRIVES AND DRIVEWAYS WILL HAVE CURBS AND CURB CUTS THAT WILL BE CONSTRUCTED TO GROVE CITY STANDARDS. R.O.W. WIDTH80': NORTH MEADOWS DRIVE 80': NORTH MEADOWS DRIVE PRIVATE STREET: N/A PAVEMENT WIDTHACCESS DRIVES, & 1ST AISLE EAST WEST & SOUTH OF BUILDING 24' ALL OTHERS 22' OR ACCESS DRIVES, & 1ST AISLE EAST WEST & SOUTH OF BUILDING 24' ALL OTHERS 22' OR AS OTHERWISE APPROVED BY THE CITY ENGINEER. WILL CONFORM TO GROVE CITY STANDARDS REGARDING (2) WAY STREETS. SET BACKS: PUBLIC ROAD25' PARKING & 50' BUILDING SETBACK 25' PARKING & 50' BUILDING SETBACK SIDE10' PARKING & 25' BUILDING SETBACK 10' PARKING & 25' BUILDING SETBACK REAR25' PARKING & 40' BUILDING SETBACK 25' PARKING & 40' BUILDING SETBACK
AutoCAD SHX Text
40,716 S.F. (21.7%%%)
AutoCAD SHX Text
93305 S.F (49.8%%%)
AutoCAD SHX Text
5150 S.F. (02.7%%%)
AutoCAD SHX Text
MAYOR, CITY OF GROVE CITY DATE
AutoCAD SHX Text
CITY ENGINEER, THE CITY OF GROVE CITY DATE
AutoCAD SHX Text
BASED ON NAVD 1988 DATUM.
AutoCAD SHX Text
SOURCE -
AutoCAD SHX Text
SITE BM 1 -
AutoCAD SHX Text
SITE BM 2 -
AutoCAD SHX Text
ELEVATIONS WERE ESTABLISHED USING 45 MINUTE STATIC OBSERVATIONS UTILIZING GLOBAL POSITIONING SYSTEM (GPS) PROCEDURES. THE GPS DATA WAS SUBMITTED TO THE NATIONAL GEODETIC SURVEY'S (NGS) ONLINE POSITIONING USER SERVICE RAPID-STATIC (OPUS-RS) SYSTEM FOR PROCESSING. THE SYSTEM USES THE CONTINUALLY OPERATING REFERENCE STATIONS (CORS) TO ESTABLISH THE GEODETIC ELEVATION. BOLT OF FIRE HYDRANT, WEST SIDE OF N. MEADOW DRIVE APPROXIMATELY 60' SOUTH WEST OF THE NORTHEAST PROPERTY CORNER OF SUBJECT PROPERTY. SHOWN ON BASE MAP AS "BM #1" WITH COORDINATES LISTED BELOW: NORTHING: 672776.9090 EASTING: 1804734.7400 ELEVATION: 826.8380 BOLT OF FIRE HYDRANT, WEST SIDE OF NORTH MEADOW DRIVE APPROXIMATELY 45' NORTH OF SOUTHEAST PROPERTY CORNER OF SUBJECT PROPERTY. SHOWN ON BASE MAP AS "BM #2" WITH COORDINATES LISTED BELOW: NORTHING: 672586.6170 EASTING: 1804610.7270 ELEVATION: 827.2120
AutoCAD SHX Text
DEVELOPER TRIVIUM GROVE CITY, LLC 210 NORTH LAZELLE ST. COLUMBUS, OHIO 43215 CONTACT: TIM SPENCER [email protected] 614-545-7979 OFFICE
AutoCAD SHX Text
LANDSCAPING/OPENSPACE
AutoCAD SHX Text
48185 S.F. (25.7%%%)
AutoCAD SHX Text
WARNER
AutoCAD SHX Text
64513
AutoCAD SHX Text
THOMAS
AutoCAD SHX Text
M.
AutoCAD SHX Text
10-31-2016

NO

RT

H M

EA

DO

WS

D

RIV

E

IN

TE

RS

TA

TE

71

D

D

D

F-2 / 6

Checked By:

Project Number:

Drawing Number:

Scale:

Drawn By:

Date:

AD

VA

NC

EDC

IV

IL

DE

SI

GN

EN

GI

NE

ER

SS

UR

VY

EO

RS

TR

IV

IU

M G

RO

VE

C

IT

Y M

OB

FIN

AL

D

EV

EL

OP

ME

NT

P

LA

N

EX

IS

TIN

G C

ON

DIT

IO

NS

P

LA

N

1 inch = 30 feet

GRAPHIC SCALE600 15 30

TR

IV

IU

M D

EL

EV

LO

PM

EN

T, L

LC

210 N

. L

AZ

EL

LE

R

OA

D

CO

LU

MB

US

, O

HIO

43215

AutoCAD SHX Text
EX. 10" SANITARY (CC-9983)
AutoCAD SHX Text
EX. 10" SANITARY (CC-9983)
AutoCAD SHX Text
EX. 30" STORM
AutoCAD SHX Text
EX FIBER OPTIC
AutoCAD SHX Text
EX. U.G. ELEC
AutoCAD SHX Text
EX. GRAVEL DRIVE TO BE REMOVED & DISPOSED OF
AutoCAD SHX Text
EX. CATV PED
AutoCAD SHX Text
EX. SIDEWALK
AutoCAD SHX Text
Trivium Grove City LLC 4.301 Ac. I.N. 201508120111887
AutoCAD SHX Text
City of Grove City, Ohio 0.295 Ac. I.N. 201308090136984
AutoCAD SHX Text
Ohio Becknell Investors 2007 I.N. 201412050161869
AutoCAD SHX Text
GDC Exchange Co. LLC I.N. 201310160174691
AutoCAD SHX Text
City of Grove City, Ohio 0.022 Ac. I.N. 201304110060273
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
Gateway Business Park P.B. 86, P. 4
AutoCAD SHX Text
EX. GAS EASEMENT
AutoCAD SHX Text
20' JOINT ACCESS EASEMENT
AutoCAD SHX Text
20' JOINT ACCESS EASEMENT
AutoCAD SHX Text
25' EASEMENT
AutoCAD SHX Text
EX. 12" WATERMAIN (GC0223_003)
AutoCAD SHX Text
EX. 6" GAS LINE
AutoCAD SHX Text
EX. 6" GAS LINE
AutoCAD SHX Text
EX. 6" GAS LINE
AutoCAD SHX Text
EX. 2" GAS LINE
AutoCAD SHX Text
Quality Bakery Co. PID 040-009550-00
AutoCAD SHX Text
Gateway Business Park, LLC PID 040-009551-00
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
EX. WALK
AutoCAD SHX Text
EX. MEDIAN
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
EX. LA R/W
AutoCAD SHX Text
EX. LA R/W
AutoCAD SHX Text
EX. LA R/W
AutoCAD SHX Text
EXISTING CURB & MEDIAN TO BE REMOVED & DISPOSED OF
AutoCAD SHX Text
EX. F.H. TO BE RELOCATED
AutoCAD SHX Text
10-31-2016
AutoCAD SHX Text
Issue Dates:
AutoCAD SHX Text
PLAN PREPARED FOR:
AutoCAD SHX Text
422 Beecher Road
AutoCAD SHX Text
43230
AutoCAD SHX Text
Gahanna, Ohio
AutoCAD SHX Text
ph 614.428.7750
AutoCAD SHX Text
fax 614.428.7755
AutoCAD SHX Text
PLAN PREPARED BY:
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
FOR
AutoCAD SHX Text
CITY OF GROVE CITY, FRANKLIN COUNTY, OHIO
AutoCAD SHX Text
16-0022-344
AutoCAD SHX Text
CAW
AutoCAD SHX Text
TMW

NO

RT

H M

EA

DO

WS

D

RIV

E

IN

TE

RS

TA

TE

71

D

D

D

PROPOSED MEDICAL OFFICE BUILDING

40,716 S.F

F-3 / 6

Checked By:

Project Number:

Drawing Number:

Scale:

Drawn By:

Date:

AD

VA

NC

EDC

IV

IL

DE

SI

GN

EN

GI

NE

ER

SS

UR

VY

EO

RS

TR

IV

IU

M G

RO

VE

C

IT

Y M

OB

FIN

AL

D

EV

EL

OP

ME

NT

P

LA

N

SIT

E D

IM

EN

SIO

N P

LA

N

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

· “”

··

·

·

·

·

FLOOD NOTE

1 inch = 30 feet

GRAPHIC SCALE600 15 30

TR

IV

IU

M D

EL

EV

LO

PM

EN

T, L

LC

210 N

. L

AZ

EL

LE

R

OA

D

CO

LU

MB

US

, O

HIO

43215

AutoCAD SHX Text
15
AutoCAD SHX Text
2
AutoCAD SHX Text
9
AutoCAD SHX Text
15
AutoCAD SHX Text
15
AutoCAD SHX Text
9
AutoCAD SHX Text
5
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
9
AutoCAD SHX Text
12
AutoCAD SHX Text
3
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
14
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
CONCRETE DUMPSTER PAD AND APPROACH SLAB
AutoCAD SHX Text
CONCRETE DUMPSTER PAD AND APPROACH SLAB
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
DUMPSTER W/ PRIVACY FENCING SEE ARCHITECTURAL PLANS FOR DETAILS
AutoCAD SHX Text
Trivium Grove City LLC 4.301 Ac. I.N. 201508120111887
AutoCAD SHX Text
City of Grove City, Ohio 0.295 Ac. I.N. 201308090136984
AutoCAD SHX Text
Ohio Becknell Investors 2007 I.N. 201412050161869
AutoCAD SHX Text
GDC Exchange Co. LLC I.N. 201310160174691
AutoCAD SHX Text
City of Grove City, Ohio 0.022 Ac. I.N. 201304110060273
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
25' PARKING SETBACK
AutoCAD SHX Text
40' BUILDING SETBACK
AutoCAD SHX Text
10' PARKING SETBACK
AutoCAD SHX Text
25' BUILDING SETBACK
AutoCAD SHX Text
EX. GAS EASEMENT
AutoCAD SHX Text
EX. 20' JOINT ACCESS EASEMENT
AutoCAD SHX Text
EX. 20' JOINT ACCESS EASEMENT
AutoCAD SHX Text
50' BUILDING SETBACK
AutoCAD SHX Text
25' PARKING SETBACK
AutoCAD SHX Text
25' EASEMENT
AutoCAD SHX Text
15' OBT EASEMENT
AutoCAD SHX Text
10' PARKING SETBACK
AutoCAD SHX Text
25' BUILDING SETBACK
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
12
AutoCAD SHX Text
4
AutoCAD SHX Text
12
AutoCAD SHX Text
9'
AutoCAD SHX Text
9'
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
PROP SIGN
AutoCAD SHX Text
PROP SIGN
AutoCAD SHX Text
Quality Bakery Co. PID 040-009550-00
AutoCAD SHX Text
Gateway Business Park, LLC PID 040-009551-00
AutoCAD SHX Text
PARKING COUNT (TYP)
AutoCAD SHX Text
PARKING COUNT (TYP)
AutoCAD SHX Text
PARKING COUNT (TYP)
AutoCAD SHX Text
PARKING COUNT (TYP)
AutoCAD SHX Text
10-31-2016
AutoCAD SHX Text
Issue Dates:
AutoCAD SHX Text
PLAN PREPARED FOR:
AutoCAD SHX Text
422 Beecher Road
AutoCAD SHX Text
43230
AutoCAD SHX Text
Gahanna, Ohio
AutoCAD SHX Text
ph 614.428.7750
AutoCAD SHX Text
fax 614.428.7755
AutoCAD SHX Text
PLAN PREPARED BY:
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
FOR
AutoCAD SHX Text
CITY OF GROVE CITY, FRANKLIN COUNTY, OHIO
AutoCAD SHX Text
16-0022-344
AutoCAD SHX Text
CAW
AutoCAD SHX Text
TMW
AutoCAD SHX Text
DEVELOPMENT PLAN REQUIREMENTS 1. A title block in the lower right hand corner containing: a. "Final Development Plan" b. Project Title and City Project No. c. Name and address of Owner d. Date TITLE BLOCK SHOWN ON ALL SHEETS WITH REQUIRED INFORMATION PROVIDED. 2. Location Map. LOCATION MAP PROVIDED IN THE UPPER RIGHT CORNER OF SHEET F-1. F-1. . 3. North Arrow (up or to the left) NORTH ARROW PROVIDED ON ALL SHEETS IN PROPER ORIENTATION. 4. The property dimensions and boundary lines of the site, including total acreage and/or The property dimensions and boundary lines of the site, including total acreage and/or The property dimensions and boundary lines of the site, including total acreage and/or property dimensions and boundary lines of the site, including total acreage and/or property dimensions and boundary lines of the site, including total acreage and/or dimensions and boundary lines of the site, including total acreage and/or dimensions and boundary lines of the site, including total acreage and/or and boundary lines of the site, including total acreage and/or and boundary lines of the site, including total acreage and/or boundary lines of the site, including total acreage and/or boundary lines of the site, including total acreage and/or lines of the site, including total acreage and/or lines of the site, including total acreage and/or of the site, including total acreage and/or of the site, including total acreage and/or the site, including total acreage and/or the site, including total acreage and/or site, including total acreage and/or site, including total acreage and/or including total acreage and/or including total acreage and/or total acreage and/or total acreage and/or acreage and/or acreage and/or and/or and/or total square footage of site, and approximate distance to the nearest cross street. THE PROPERTY BOUNDARY, TOTAL ACREAGE AND APPROXIMATE DISTANCES ARE SHOWN PROPERTY BOUNDARY, TOTAL ACREAGE AND APPROXIMATE DISTANCES ARE SHOWN PROPERTY BOUNDARY, TOTAL ACREAGE AND APPROXIMATE DISTANCES ARE SHOWN BOUNDARY, TOTAL ACREAGE AND APPROXIMATE DISTANCES ARE SHOWN BOUNDARY, TOTAL ACREAGE AND APPROXIMATE DISTANCES ARE SHOWN TOTAL ACREAGE AND APPROXIMATE DISTANCES ARE SHOWN TOTAL ACREAGE AND APPROXIMATE DISTANCES ARE SHOWN ACREAGE AND APPROXIMATE DISTANCES ARE SHOWN ACREAGE AND APPROXIMATE DISTANCES ARE SHOWN AND APPROXIMATE DISTANCES ARE SHOWN AND APPROXIMATE DISTANCES ARE SHOWN APPROXIMATE DISTANCES ARE SHOWN APPROXIMATE DISTANCES ARE SHOWN DISTANCES ARE SHOWN DISTANCES ARE SHOWN ARE SHOWN ARE SHOWN SHOWN SHOWN AND LABELED ON THIS SHEET. 5. All existing or proposed building locations on or adjacent to the property, existing All existing or proposed building locations on or adjacent to the property, existing All existing or proposed building locations on or adjacent to the property, existing existing or proposed building locations on or adjacent to the property, existing existing or proposed building locations on or adjacent to the property, existing or proposed building locations on or adjacent to the property, existing or proposed building locations on or adjacent to the property, existing proposed building locations on or adjacent to the property, existing proposed building locations on or adjacent to the property, existing building locations on or adjacent to the property, existing building locations on or adjacent to the property, existing locations on or adjacent to the property, existing locations on or adjacent to the property, existing on or adjacent to the property, existing on or adjacent to the property, existing or adjacent to the property, existing or adjacent to the property, existing adjacent to the property, existing adjacent to the property, existing to the property, existing to the property, existing the property, existing the property, existing property, existing property, existing existing existing structures per the BOCA and Ohio Fire Code and access points on and adjacent to the per the BOCA and Ohio Fire Code and access points on and adjacent to the per the BOCA and Ohio Fire Code and access points on and adjacent to the the BOCA and Ohio Fire Code and access points on and adjacent to the the BOCA and Ohio Fire Code and access points on and adjacent to the BOCA and Ohio Fire Code and access points on and adjacent to the BOCA and Ohio Fire Code and access points on and adjacent to the and Ohio Fire Code and access points on and adjacent to the and Ohio Fire Code and access points on and adjacent to the Ohio Fire Code and access points on and adjacent to the Ohio Fire Code and access points on and adjacent to the Fire Code and access points on and adjacent to the Fire Code and access points on and adjacent to the Code and access points on and adjacent to the Code and access points on and adjacent to the and access points on and adjacent to the and access points on and adjacent to the access points on and adjacent to the access points on and adjacent to the points on and adjacent to the points on and adjacent to the on and adjacent to the on and adjacent to the and adjacent to the and adjacent to the adjacent to the adjacent to the to the to the the the property. (Chap 1511) ALL EXISTING BUILDINGS, ACCESS POINTS AND PARKING AREAS ARE SHOWN ON THIS EXISTING BUILDINGS, ACCESS POINTS AND PARKING AREAS ARE SHOWN ON THIS EXISTING BUILDINGS, ACCESS POINTS AND PARKING AREAS ARE SHOWN ON THIS BUILDINGS, ACCESS POINTS AND PARKING AREAS ARE SHOWN ON THIS BUILDINGS, ACCESS POINTS AND PARKING AREAS ARE SHOWN ON THIS ACCESS POINTS AND PARKING AREAS ARE SHOWN ON THIS ACCESS POINTS AND PARKING AREAS ARE SHOWN ON THIS POINTS AND PARKING AREAS ARE SHOWN ON THIS POINTS AND PARKING AREAS ARE SHOWN ON THIS AND PARKING AREAS ARE SHOWN ON THIS AND PARKING AREAS ARE SHOWN ON THIS PARKING AREAS ARE SHOWN ON THIS PARKING AREAS ARE SHOWN ON THIS AREAS ARE SHOWN ON THIS AREAS ARE SHOWN ON THIS ARE SHOWN ON THIS ARE SHOWN ON THIS SHOWN ON THIS SHOWN ON THIS ON THIS ON THIS THIS THIS SHEET. 6. All setbacks and building lines. (Chap. 1135.10) BUILDING AND SETBACK LINES ARE SHOWN ON THIS SHEET. 7. All existing public streets or private drives with street name, right-or-way and All existing public streets or private drives with street name, right-or-way and All existing public streets or private drives with street name, right-or-way and existing public streets or private drives with street name, right-or-way and existing public streets or private drives with street name, right-or-way and public streets or private drives with street name, right-or-way and public streets or private drives with street name, right-or-way and streets or private drives with street name, right-or-way and streets or private drives with street name, right-or-way and or private drives with street name, right-or-way and or private drives with street name, right-or-way and private drives with street name, right-or-way and private drives with street name, right-or-way and drives with street name, right-or-way and drives with street name, right-or-way and with street name, right-or-way and with street name, right-or-way and street name, right-or-way and street name, right-or-way and name, right-or-way and name, right-or-way and right-or-way and right-or-way and and and pavement width, median openings, and left turn lanes. (Chap. 901) ALL EXISTING ROADWAYS, BOTH PUBLIC AND PRIVATE ARE SHOWN ON THIS SHEET. EXISTING ROADWAYS, BOTH PUBLIC AND PRIVATE ARE SHOWN ON THIS SHEET. EXISTING ROADWAYS, BOTH PUBLIC AND PRIVATE ARE SHOWN ON THIS SHEET. ROADWAYS, BOTH PUBLIC AND PRIVATE ARE SHOWN ON THIS SHEET. ROADWAYS, BOTH PUBLIC AND PRIVATE ARE SHOWN ON THIS SHEET. BOTH PUBLIC AND PRIVATE ARE SHOWN ON THIS SHEET. BOTH PUBLIC AND PRIVATE ARE SHOWN ON THIS SHEET. PUBLIC AND PRIVATE ARE SHOWN ON THIS SHEET. PUBLIC AND PRIVATE ARE SHOWN ON THIS SHEET. AND PRIVATE ARE SHOWN ON THIS SHEET. AND PRIVATE ARE SHOWN ON THIS SHEET. PRIVATE ARE SHOWN ON THIS SHEET. PRIVATE ARE SHOWN ON THIS SHEET. ARE SHOWN ON THIS SHEET. ARE SHOWN ON THIS SHEET. SHOWN ON THIS SHEET. SHOWN ON THIS SHEET. ON THIS SHEET. ON THIS SHEET. THIS SHEET. THIS SHEET. SHEET. SHEET. RIGHT-OF-WAY WIDTHS, LANE CONFIGURATION AND PAVEMENT WIDTHS ARE ALL WIDTHS, LANE CONFIGURATION AND PAVEMENT WIDTHS ARE ALL WIDTHS, LANE CONFIGURATION AND PAVEMENT WIDTHS ARE ALL LANE CONFIGURATION AND PAVEMENT WIDTHS ARE ALL LANE CONFIGURATION AND PAVEMENT WIDTHS ARE ALL CONFIGURATION AND PAVEMENT WIDTHS ARE ALL CONFIGURATION AND PAVEMENT WIDTHS ARE ALL AND PAVEMENT WIDTHS ARE ALL AND PAVEMENT WIDTHS ARE ALL PAVEMENT WIDTHS ARE ALL PAVEMENT WIDTHS ARE ALL WIDTHS ARE ALL WIDTHS ARE ALL ARE ALL ARE ALL ALL ALL LABELED. 8. All railroad and utility right-or-ways, or easements, parks or other public/open spaces All railroad and utility right-or-ways, or easements, parks or other public/open spaces All railroad and utility right-or-ways, or easements, parks or other public/open spaces railroad and utility right-or-ways, or easements, parks or other public/open spaces railroad and utility right-or-ways, or easements, parks or other public/open spaces and utility right-or-ways, or easements, parks or other public/open spaces and utility right-or-ways, or easements, parks or other public/open spaces utility right-or-ways, or easements, parks or other public/open spaces utility right-or-ways, or easements, parks or other public/open spaces right-or-ways, or easements, parks or other public/open spaces right-or-ways, or easements, parks or other public/open spaces or easements, parks or other public/open spaces or easements, parks or other public/open spaces easements, parks or other public/open spaces easements, parks or other public/open spaces parks or other public/open spaces parks or other public/open spaces or other public/open spaces or other public/open spaces other public/open spaces other public/open spaces public/open spaces public/open spaces spaces spaces and corporation lines within or adjacent to the tract. NO PARKS OR PUBLIC OPEN SPACES ARE TO BE DEDICATED AS A PART OF THIS PARKS OR PUBLIC OPEN SPACES ARE TO BE DEDICATED AS A PART OF THIS PARKS OR PUBLIC OPEN SPACES ARE TO BE DEDICATED AS A PART OF THIS OR PUBLIC OPEN SPACES ARE TO BE DEDICATED AS A PART OF THIS OR PUBLIC OPEN SPACES ARE TO BE DEDICATED AS A PART OF THIS PUBLIC OPEN SPACES ARE TO BE DEDICATED AS A PART OF THIS PUBLIC OPEN SPACES ARE TO BE DEDICATED AS A PART OF THIS OPEN SPACES ARE TO BE DEDICATED AS A PART OF THIS OPEN SPACES ARE TO BE DEDICATED AS A PART OF THIS SPACES ARE TO BE DEDICATED AS A PART OF THIS SPACES ARE TO BE DEDICATED AS A PART OF THIS ARE TO BE DEDICATED AS A PART OF THIS ARE TO BE DEDICATED AS A PART OF THIS TO BE DEDICATED AS A PART OF THIS TO BE DEDICATED AS A PART OF THIS BE DEDICATED AS A PART OF THIS BE DEDICATED AS A PART OF THIS DEDICATED AS A PART OF THIS DEDICATED AS A PART OF THIS AS A PART OF THIS AS A PART OF THIS A PART OF THIS A PART OF THIS PART OF THIS PART OF THIS OF THIS OF THIS THIS THIS DEVELOPMENT. 9. Proposed areas of dedication, if necessary, including streets, alleys, easements, or Proposed areas of dedication, if necessary, including streets, alleys, easements, or Proposed areas of dedication, if necessary, including streets, alleys, easements, or areas of dedication, if necessary, including streets, alleys, easements, or areas of dedication, if necessary, including streets, alleys, easements, or of dedication, if necessary, including streets, alleys, easements, or of dedication, if necessary, including streets, alleys, easements, or dedication, if necessary, including streets, alleys, easements, or dedication, if necessary, including streets, alleys, easements, or if necessary, including streets, alleys, easements, or if necessary, including streets, alleys, easements, or necessary, including streets, alleys, easements, or necessary, including streets, alleys, easements, or including streets, alleys, easements, or including streets, alleys, easements, or streets, alleys, easements, or streets, alleys, easements, or alleys, easements, or alleys, easements, or easements, or easements, or or or reserves by deed covenant with the condition proposed to the tract (Chap. 1141.01a) NOT APPLICABLE 10. Points of ingress and egress to the property including design and spacing of driveways Points of ingress and egress to the property including design and spacing of driveways Points of ingress and egress to the property including design and spacing of driveways of ingress and egress to the property including design and spacing of driveways of ingress and egress to the property including design and spacing of driveways ingress and egress to the property including design and spacing of driveways ingress and egress to the property including design and spacing of driveways and egress to the property including design and spacing of driveways and egress to the property including design and spacing of driveways egress to the property including design and spacing of driveways egress to the property including design and spacing of driveways to the property including design and spacing of driveways to the property including design and spacing of driveways the property including design and spacing of driveways the property including design and spacing of driveways property including design and spacing of driveways property including design and spacing of driveways including design and spacing of driveways including design and spacing of driveways design and spacing of driveways design and spacing of driveways and spacing of driveways and spacing of driveways spacing of driveways spacing of driveways of driveways of driveways driveways driveways in accordance with Chapter 1105 of the Codified Ordinances. ALL INGRESS AND EGRESS POINTS ON THE PROPERTY ARE SHOWN AND LABELED ON INGRESS AND EGRESS POINTS ON THE PROPERTY ARE SHOWN AND LABELED ON INGRESS AND EGRESS POINTS ON THE PROPERTY ARE SHOWN AND LABELED ON AND EGRESS POINTS ON THE PROPERTY ARE SHOWN AND LABELED ON AND EGRESS POINTS ON THE PROPERTY ARE SHOWN AND LABELED ON EGRESS POINTS ON THE PROPERTY ARE SHOWN AND LABELED ON EGRESS POINTS ON THE PROPERTY ARE SHOWN AND LABELED ON POINTS ON THE PROPERTY ARE SHOWN AND LABELED ON POINTS ON THE PROPERTY ARE SHOWN AND LABELED ON ON THE PROPERTY ARE SHOWN AND LABELED ON ON THE PROPERTY ARE SHOWN AND LABELED ON THE PROPERTY ARE SHOWN AND LABELED ON THE PROPERTY ARE SHOWN AND LABELED ON PROPERTY ARE SHOWN AND LABELED ON PROPERTY ARE SHOWN AND LABELED ON ARE SHOWN AND LABELED ON ARE SHOWN AND LABELED ON SHOWN AND LABELED ON SHOWN AND LABELED ON AND LABELED ON AND LABELED ON LABELED ON LABELED ON ON ON THIS SHEET. 11. Existing ground configuration, drainage channels, wooded areas, watercourses, and Existing ground configuration, drainage channels, wooded areas, watercourses, and Existing ground configuration, drainage channels, wooded areas, watercourses, and ground configuration, drainage channels, wooded areas, watercourses, and ground configuration, drainage channels, wooded areas, watercourses, and configuration, drainage channels, wooded areas, watercourses, and configuration, drainage channels, wooded areas, watercourses, and drainage channels, wooded areas, watercourses, and drainage channels, wooded areas, watercourses, and channels, wooded areas, watercourses, and channels, wooded areas, watercourses, and wooded areas, watercourses, and wooded areas, watercourses, and areas, watercourses, and areas, watercourses, and watercourses, and watercourses, and and and other significant physical features. (Chap. 1136) EXISTING GROUND CONTOURS ARE SHOWN ON SHEET F-2 . THERE ARE CURRENTLY NO GROUND CONTOURS ARE SHOWN ON SHEET F-2 . THERE ARE CURRENTLY NO GROUND CONTOURS ARE SHOWN ON SHEET F-2 . THERE ARE CURRENTLY NO CONTOURS ARE SHOWN ON SHEET F-2 . THERE ARE CURRENTLY NO CONTOURS ARE SHOWN ON SHEET F-2 . THERE ARE CURRENTLY NO ARE SHOWN ON SHEET F-2 . THERE ARE CURRENTLY NO ARE SHOWN ON SHEET F-2 . THERE ARE CURRENTLY NO SHOWN ON SHEET F-2 . THERE ARE CURRENTLY NO SHOWN ON SHEET F-2 . THERE ARE CURRENTLY NO ON SHEET F-2 . THERE ARE CURRENTLY NO ON SHEET F-2 . THERE ARE CURRENTLY NO SHEET F-2 . THERE ARE CURRENTLY NO SHEET F-2 . THERE ARE CURRENTLY NO F-2 . THERE ARE CURRENTLY NO F-2 . THERE ARE CURRENTLY NO . THERE ARE CURRENTLY NO . THERE ARE CURRENTLY NO THERE ARE CURRENTLY NO THERE ARE CURRENTLY NO ARE CURRENTLY NO ARE CURRENTLY NO CURRENTLY NO CURRENTLY NO NO NO WOODED AREAS OR WATERCOURSES ON THE PROPOSED SITE. 12. Parking area including number and layout of spaces, aisle width, garbage pick-location Parking area including number and layout of spaces, aisle width, garbage pick-location Parking area including number and layout of spaces, aisle width, garbage pick-location area including number and layout of spaces, aisle width, garbage pick-location area including number and layout of spaces, aisle width, garbage pick-location including number and layout of spaces, aisle width, garbage pick-location including number and layout of spaces, aisle width, garbage pick-location number and layout of spaces, aisle width, garbage pick-location number and layout of spaces, aisle width, garbage pick-location and layout of spaces, aisle width, garbage pick-location and layout of spaces, aisle width, garbage pick-location layout of spaces, aisle width, garbage pick-location layout of spaces, aisle width, garbage pick-location of spaces, aisle width, garbage pick-location of spaces, aisle width, garbage pick-location spaces, aisle width, garbage pick-location spaces, aisle width, garbage pick-location aisle width, garbage pick-location aisle width, garbage pick-location width, garbage pick-location width, garbage pick-location garbage pick-location garbage pick-location pick-location pick-location (including privacy fencing around dumpster, area, with gates). per Ohio Fire Code and privacy fencing around dumpster, area, with gates). per Ohio Fire Code and privacy fencing around dumpster, area, with gates). per Ohio Fire Code and fencing around dumpster, area, with gates). per Ohio Fire Code and fencing around dumpster, area, with gates). per Ohio Fire Code and around dumpster, area, with gates). per Ohio Fire Code and around dumpster, area, with gates). per Ohio Fire Code and dumpster, area, with gates). per Ohio Fire Code and dumpster, area, with gates). per Ohio Fire Code and area, with gates). per Ohio Fire Code and area, with gates). per Ohio Fire Code and with gates). per Ohio Fire Code and with gates). per Ohio Fire Code and gates). per Ohio Fire Code and gates). per Ohio Fire Code and per Ohio Fire Code and per Ohio Fire Code and Ohio Fire Code and Ohio Fire Code and Fire Code and Fire Code and Code and Code and and and handicapped parking spaces. Calculations of the parking spaces required up. (Chap. 1136, parking spaces. Calculations of the parking spaces required up. (Chap. 1136, parking spaces. Calculations of the parking spaces required up. (Chap. 1136, spaces. Calculations of the parking spaces required up. (Chap. 1136, spaces. Calculations of the parking spaces required up. (Chap. 1136, Calculations of the parking spaces required up. (Chap. 1136, Calculations of the parking spaces required up. (Chap. 1136, of the parking spaces required up. (Chap. 1136, of the parking spaces required up. (Chap. 1136, the parking spaces required up. (Chap. 1136, the parking spaces required up. (Chap. 1136, parking spaces required up. (Chap. 1136, parking spaces required up. (Chap. 1136, spaces required up. (Chap. 1136, spaces required up. (Chap. 1136, required up. (Chap. 1136, required up. (Chap. 1136, up. (Chap. 1136, up. (Chap. 1136, (Chap. 1136, (Chap. 1136, 1136, 1136, 1511) PROPOSED PARKING IS SHOWN AND LABELED ON THIS SHEET. AISLE WIDTHS AND PARKING IS SHOWN AND LABELED ON THIS SHEET. AISLE WIDTHS AND PARKING IS SHOWN AND LABELED ON THIS SHEET. AISLE WIDTHS AND IS SHOWN AND LABELED ON THIS SHEET. AISLE WIDTHS AND IS SHOWN AND LABELED ON THIS SHEET. AISLE WIDTHS AND SHOWN AND LABELED ON THIS SHEET. AISLE WIDTHS AND SHOWN AND LABELED ON THIS SHEET. AISLE WIDTHS AND AND LABELED ON THIS SHEET. AISLE WIDTHS AND AND LABELED ON THIS SHEET. AISLE WIDTHS AND LABELED ON THIS SHEET. AISLE WIDTHS AND LABELED ON THIS SHEET. AISLE WIDTHS AND ON THIS SHEET. AISLE WIDTHS AND ON THIS SHEET. AISLE WIDTHS AND THIS SHEET. AISLE WIDTHS AND THIS SHEET. AISLE WIDTHS AND SHEET. AISLE WIDTHS AND SHEET. AISLE WIDTHS AND AISLE WIDTHS AND AISLE WIDTHS AND WIDTHS AND WIDTHS AND AND AND NUMBER OF SPACES ARE CLEARLY LABELED. PROPOSED DUMPSTER LOCATION AND SCREENING ARE SHOWN ON THIS SHEET WITH DUMPSTER LOCATION AND SCREENING ARE SHOWN ON THIS SHEET WITH DUMPSTER LOCATION AND SCREENING ARE SHOWN ON THIS SHEET WITH LOCATION AND SCREENING ARE SHOWN ON THIS SHEET WITH LOCATION AND SCREENING ARE SHOWN ON THIS SHEET WITH AND SCREENING ARE SHOWN ON THIS SHEET WITH AND SCREENING ARE SHOWN ON THIS SHEET WITH SCREENING ARE SHOWN ON THIS SHEET WITH SCREENING ARE SHOWN ON THIS SHEET WITH ARE SHOWN ON THIS SHEET WITH ARE SHOWN ON THIS SHEET WITH SHOWN ON THIS SHEET WITH SHOWN ON THIS SHEET WITH ON THIS SHEET WITH ON THIS SHEET WITH THIS SHEET WITH THIS SHEET WITH SHEET WITH SHEET WITH WITH WITH ADDITIONAL DETAILS ON ARCHITECTURAL PLANS. PARKING SPACES REQUIRED AND PROVIDED ALONG WITH HANDICAP SPACE SPACES REQUIRED AND PROVIDED ALONG WITH HANDICAP SPACE SPACES REQUIRED AND PROVIDED ALONG WITH HANDICAP SPACE REQUIRED AND PROVIDED ALONG WITH HANDICAP SPACE REQUIRED AND PROVIDED ALONG WITH HANDICAP SPACE AND PROVIDED ALONG WITH HANDICAP SPACE AND PROVIDED ALONG WITH HANDICAP SPACE PROVIDED ALONG WITH HANDICAP SPACE PROVIDED ALONG WITH HANDICAP SPACE ALONG WITH HANDICAP SPACE ALONG WITH HANDICAP SPACE WITH HANDICAP SPACE WITH HANDICAP SPACE HANDICAP SPACE HANDICAP SPACE SPACE SPACE CALCULATIONS ARE SHOWN IN THE SITE DATA TABLE PROVIDED ON SHEET F-1. F-1. . 13. Screening walls and location, type of screening wall, either living, masonry, or privacy Screening walls and location, type of screening wall, either living, masonry, or privacy Screening walls and location, type of screening wall, either living, masonry, or privacy walls and location, type of screening wall, either living, masonry, or privacy walls and location, type of screening wall, either living, masonry, or privacy and location, type of screening wall, either living, masonry, or privacy and location, type of screening wall, either living, masonry, or privacy location, type of screening wall, either living, masonry, or privacy location, type of screening wall, either living, masonry, or privacy type of screening wall, either living, masonry, or privacy type of screening wall, either living, masonry, or privacy of screening wall, either living, masonry, or privacy of screening wall, either living, masonry, or privacy screening wall, either living, masonry, or privacy screening wall, either living, masonry, or privacy wall, either living, masonry, or privacy wall, either living, masonry, or privacy either living, masonry, or privacy either living, masonry, or privacy living, masonry, or privacy living, masonry, or privacy masonry, or privacy masonry, or privacy or privacy or privacy privacy privacy fencing. (Chap. 1136.08) SITE SCREENING IS SHOWN ON THE SITE LANDSCAPING PLAN. 14. Indicate all areas to be landscaped, type of landscaping, and total square footage of Indicate all areas to be landscaped, type of landscaping, and total square footage of Indicate all areas to be landscaped, type of landscaping, and total square footage of all areas to be landscaped, type of landscaping, and total square footage of all areas to be landscaped, type of landscaping, and total square footage of areas to be landscaped, type of landscaping, and total square footage of areas to be landscaped, type of landscaping, and total square footage of to be landscaped, type of landscaping, and total square footage of to be landscaped, type of landscaping, and total square footage of be landscaped, type of landscaping, and total square footage of be landscaped, type of landscaping, and total square footage of landscaped, type of landscaping, and total square footage of landscaped, type of landscaping, and total square footage of type of landscaping, and total square footage of type of landscaping, and total square footage of of landscaping, and total square footage of of landscaping, and total square footage of landscaping, and total square footage of landscaping, and total square footage of and total square footage of and total square footage of total square footage of total square footage of square footage of square footage of footage of footage of of of landscaped areas in accordance with Chapter 1136 of the Codified Ordinances. SEE SITE LANDSCAPING PLAN FOR DETAILS OF ALL PROPOSED LANDSCAPING FEATURES. 15. Show all mechanical equipment to be located on exterior of buildings (HVAC, Exhaust Show all mechanical equipment to be located on exterior of buildings (HVAC, Exhaust Show all mechanical equipment to be located on exterior of buildings (HVAC, Exhaust all mechanical equipment to be located on exterior of buildings (HVAC, Exhaust all mechanical equipment to be located on exterior of buildings (HVAC, Exhaust mechanical equipment to be located on exterior of buildings (HVAC, Exhaust mechanical equipment to be located on exterior of buildings (HVAC, Exhaust equipment to be located on exterior of buildings (HVAC, Exhaust equipment to be located on exterior of buildings (HVAC, Exhaust to be located on exterior of buildings (HVAC, Exhaust to be located on exterior of buildings (HVAC, Exhaust be located on exterior of buildings (HVAC, Exhaust be located on exterior of buildings (HVAC, Exhaust located on exterior of buildings (HVAC, Exhaust located on exterior of buildings (HVAC, Exhaust on exterior of buildings (HVAC, Exhaust on exterior of buildings (HVAC, Exhaust exterior of buildings (HVAC, Exhaust exterior of buildings (HVAC, Exhaust of buildings (HVAC, Exhaust of buildings (HVAC, Exhaust buildings (HVAC, Exhaust buildings (HVAC, Exhaust (HVAC, Exhaust (HVAC, Exhaust Exhaust Exhaust Vents, Hoods, etc.) (Chap. 1341) EXTERIOR MECHANICAL EQUIPMENT AND PROPOSED SCREENING IS SHOWN AS PART OF MECHANICAL EQUIPMENT AND PROPOSED SCREENING IS SHOWN AS PART OF MECHANICAL EQUIPMENT AND PROPOSED SCREENING IS SHOWN AS PART OF EQUIPMENT AND PROPOSED SCREENING IS SHOWN AS PART OF EQUIPMENT AND PROPOSED SCREENING IS SHOWN AS PART OF AND PROPOSED SCREENING IS SHOWN AS PART OF AND PROPOSED SCREENING IS SHOWN AS PART OF PROPOSED SCREENING IS SHOWN AS PART OF PROPOSED SCREENING IS SHOWN AS PART OF SCREENING IS SHOWN AS PART OF SCREENING IS SHOWN AS PART OF IS SHOWN AS PART OF IS SHOWN AS PART OF SHOWN AS PART OF SHOWN AS PART OF AS PART OF AS PART OF PART OF PART OF OF OF THE ARCHITECTURAL PLANS. ALL ROOFTOP MECHANICAL EQUIPMENT WILL BE SCREENED BY RAISED PARAPET. 16. Existing sewers, water mains, culverts and other underground facilities within the tract, Existing sewers, water mains, culverts and other underground facilities within the tract, Existing sewers, water mains, culverts and other underground facilities within the tract, sewers, water mains, culverts and other underground facilities within the tract, sewers, water mains, culverts and other underground facilities within the tract, water mains, culverts and other underground facilities within the tract, water mains, culverts and other underground facilities within the tract, mains, culverts and other underground facilities within the tract, mains, culverts and other underground facilities within the tract, culverts and other underground facilities within the tract, culverts and other underground facilities within the tract, and other underground facilities within the tract, and other underground facilities within the tract, other underground facilities within the tract, other underground facilities within the tract, underground facilities within the tract, underground facilities within the tract, facilities within the tract, facilities within the tract, within the tract, within the tract, the tract, the tract, tract, tract, adjacent to the tract, or that will be used in developing the tract, indicating pipe sizes, to the tract, or that will be used in developing the tract, indicating pipe sizes, to the tract, or that will be used in developing the tract, indicating pipe sizes, the tract, or that will be used in developing the tract, indicating pipe sizes, the tract, or that will be used in developing the tract, indicating pipe sizes, tract, or that will be used in developing the tract, indicating pipe sizes, tract, or that will be used in developing the tract, indicating pipe sizes, or that will be used in developing the tract, indicating pipe sizes, or that will be used in developing the tract, indicating pipe sizes, that will be used in developing the tract, indicating pipe sizes, that will be used in developing the tract, indicating pipe sizes, will be used in developing the tract, indicating pipe sizes, will be used in developing the tract, indicating pipe sizes, be used in developing the tract, indicating pipe sizes, be used in developing the tract, indicating pipe sizes, used in developing the tract, indicating pipe sizes, used in developing the tract, indicating pipe sizes, in developing the tract, indicating pipe sizes, in developing the tract, indicating pipe sizes, developing the tract, indicating pipe sizes, developing the tract, indicating pipe sizes, the tract, indicating pipe sizes, the tract, indicating pipe sizes, tract, indicating pipe sizes, tract, indicating pipe sizes, indicating pipe sizes, indicating pipe sizes, pipe sizes, pipe sizes, sizes, sizes, grades, and locations including fire hydrants existing and proposed. (Chap. 953, 939, 1101) REFERENCE SHEET F-2 FOR EXISTING STORM SEWER, WATERLINE AND SANITARY SEWER. F-2 FOR EXISTING STORM SEWER, WATERLINE AND SANITARY SEWER. FOR EXISTING STORM SEWER, WATERLINE AND SANITARY SEWER. 17. All proposed water and sewer lines with sizes indicated and location of valves, fire All proposed water and sewer lines with sizes indicated and location of valves, fire All proposed water and sewer lines with sizes indicated and location of valves, fire proposed water and sewer lines with sizes indicated and location of valves, fire proposed water and sewer lines with sizes indicated and location of valves, fire water and sewer lines with sizes indicated and location of valves, fire water and sewer lines with sizes indicated and location of valves, fire and sewer lines with sizes indicated and location of valves, fire and sewer lines with sizes indicated and location of valves, fire sewer lines with sizes indicated and location of valves, fire sewer lines with sizes indicated and location of valves, fire lines with sizes indicated and location of valves, fire lines with sizes indicated and location of valves, fire with sizes indicated and location of valves, fire with sizes indicated and location of valves, fire sizes indicated and location of valves, fire sizes indicated and location of valves, fire indicated and location of valves, fire indicated and location of valves, fire and location of valves, fire and location of valves, fire location of valves, fire location of valves, fire of valves, fire of valves, fire valves, fire valves, fire fire fire hydrants, manholes, and other appurtenances or structures shown. (Chap. 953, 939, 1101) PROPOSED WATER AND SEWER LINES ALONG WITH VALVES, HYDRANTS, MANHOLES AND WATER AND SEWER LINES ALONG WITH VALVES, HYDRANTS, MANHOLES AND WATER AND SEWER LINES ALONG WITH VALVES, HYDRANTS, MANHOLES AND AND SEWER LINES ALONG WITH VALVES, HYDRANTS, MANHOLES AND AND SEWER LINES ALONG WITH VALVES, HYDRANTS, MANHOLES AND SEWER LINES ALONG WITH VALVES, HYDRANTS, MANHOLES AND SEWER LINES ALONG WITH VALVES, HYDRANTS, MANHOLES AND LINES ALONG WITH VALVES, HYDRANTS, MANHOLES AND LINES ALONG WITH VALVES, HYDRANTS, MANHOLES AND ALONG WITH VALVES, HYDRANTS, MANHOLES AND ALONG WITH VALVES, HYDRANTS, MANHOLES AND WITH VALVES, HYDRANTS, MANHOLES AND WITH VALVES, HYDRANTS, MANHOLES AND VALVES, HYDRANTS, MANHOLES AND VALVES, HYDRANTS, MANHOLES AND HYDRANTS, MANHOLES AND HYDRANTS, MANHOLES AND MANHOLES AND MANHOLES AND AND AND OTHER APPURTENANCES ARE SHOWN ON SHEET F-4. F-4. . 18. All proposed or existing water and sewer connections, meter locations, size of meters, All proposed or existing water and sewer connections, meter locations, size of meters, All proposed or existing water and sewer connections, meter locations, size of meters, proposed or existing water and sewer connections, meter locations, size of meters, proposed or existing water and sewer connections, meter locations, size of meters, or existing water and sewer connections, meter locations, size of meters, or existing water and sewer connections, meter locations, size of meters, existing water and sewer connections, meter locations, size of meters, existing water and sewer connections, meter locations, size of meters, water and sewer connections, meter locations, size of meters, water and sewer connections, meter locations, size of meters, and sewer connections, meter locations, size of meters, and sewer connections, meter locations, size of meters, sewer connections, meter locations, size of meters, sewer connections, meter locations, size of meters, connections, meter locations, size of meters, connections, meter locations, size of meters, meter locations, size of meters, meter locations, size of meters, locations, size of meters, locations, size of meters, size of meters, size of meters, of meters, of meters, meters, meters, with meter and/or detector check valve vaults indicated. (Chap. 1101, 1103, 1133, 1307) ALL EXISTING AND PROPOSED CONNECTIONS AND METERS ARE SHOWN ON SHEET F-4. F-4. . 19. Finished floor elevation of proposed or existing structures on the site referenced to Finished floor elevation of proposed or existing structures on the site referenced to Finished floor elevation of proposed or existing structures on the site referenced to floor elevation of proposed or existing structures on the site referenced to floor elevation of proposed or existing structures on the site referenced to elevation of proposed or existing structures on the site referenced to elevation of proposed or existing structures on the site referenced to of proposed or existing structures on the site referenced to of proposed or existing structures on the site referenced to proposed or existing structures on the site referenced to proposed or existing structures on the site referenced to or existing structures on the site referenced to or existing structures on the site referenced to existing structures on the site referenced to existing structures on the site referenced to structures on the site referenced to structures on the site referenced to on the site referenced to on the site referenced to the site referenced to the site referenced to site referenced to site referenced to referenced to referenced to to to sea level datum. (Chap. 1101, 1103, 1133, 1307) PROPOSED FINISHED FLOOR ELEVATIONS ARE SHOWN ON SHEET F-5. ALL ELEVATIONS FINISHED FLOOR ELEVATIONS ARE SHOWN ON SHEET F-5. ALL ELEVATIONS FINISHED FLOOR ELEVATIONS ARE SHOWN ON SHEET F-5. ALL ELEVATIONS FLOOR ELEVATIONS ARE SHOWN ON SHEET F-5. ALL ELEVATIONS FLOOR ELEVATIONS ARE SHOWN ON SHEET F-5. ALL ELEVATIONS ELEVATIONS ARE SHOWN ON SHEET F-5. ALL ELEVATIONS ELEVATIONS ARE SHOWN ON SHEET F-5. ALL ELEVATIONS ARE SHOWN ON SHEET F-5. ALL ELEVATIONS ARE SHOWN ON SHEET F-5. ALL ELEVATIONS SHOWN ON SHEET F-5. ALL ELEVATIONS SHOWN ON SHEET F-5. ALL ELEVATIONS ON SHEET F-5. ALL ELEVATIONS ON SHEET F-5. ALL ELEVATIONS SHEET F-5. ALL ELEVATIONS SHEET F-5. ALL ELEVATIONS F-5. ALL ELEVATIONS F-5. ALL ELEVATIONS . ALL ELEVATIONS ALL ELEVATIONS ALL ELEVATIONS ELEVATIONS ELEVATIONS SHOWN HEREON ARE BASED ON FRANKLIN COUNTY NORTH AMERICAN VERTICAL DATUM HEREON ARE BASED ON FRANKLIN COUNTY NORTH AMERICAN VERTICAL DATUM HEREON ARE BASED ON FRANKLIN COUNTY NORTH AMERICAN VERTICAL DATUM ARE BASED ON FRANKLIN COUNTY NORTH AMERICAN VERTICAL DATUM ARE BASED ON FRANKLIN COUNTY NORTH AMERICAN VERTICAL DATUM BASED ON FRANKLIN COUNTY NORTH AMERICAN VERTICAL DATUM BASED ON FRANKLIN COUNTY NORTH AMERICAN VERTICAL DATUM ON FRANKLIN COUNTY NORTH AMERICAN VERTICAL DATUM ON FRANKLIN COUNTY NORTH AMERICAN VERTICAL DATUM FRANKLIN COUNTY NORTH AMERICAN VERTICAL DATUM FRANKLIN COUNTY NORTH AMERICAN VERTICAL DATUM COUNTY NORTH AMERICAN VERTICAL DATUM COUNTY NORTH AMERICAN VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM AMERICAN VERTICAL DATUM AMERICAN VERTICAL DATUM VERTICAL DATUM VERTICAL DATUM DATUM DATUM (NAVD) OF 1988. 20. Existing and proposed contours of the tract in intervals of one foot or less, Existing and proposed contours of the tract in intervals of one foot or less, Existing and proposed contours of the tract in intervals of one foot or less, and proposed contours of the tract in intervals of one foot or less, and proposed contours of the tract in intervals of one foot or less, proposed contours of the tract in intervals of one foot or less, proposed contours of the tract in intervals of one foot or less, contours of the tract in intervals of one foot or less, contours of the tract in intervals of one foot or less, of the tract in intervals of one foot or less, of the tract in intervals of one foot or less, the tract in intervals of one foot or less, the tract in intervals of one foot or less, tract in intervals of one foot or less, tract in intervals of one foot or less, in intervals of one foot or less, in intervals of one foot or less, intervals of one foot or less, intervals of one foot or less, of one foot or less, of one foot or less, one foot or less, one foot or less, foot or less, foot or less, or less, or less, less, less, referenced to sea level datum. (Chap 1101.05g) EXISTING & PROPOSED CONTOURS ARE SHOWN AT ONE FOOT INTERVALS ON SHEET & PROPOSED CONTOURS ARE SHOWN AT ONE FOOT INTERVALS ON SHEET & PROPOSED CONTOURS ARE SHOWN AT ONE FOOT INTERVALS ON SHEET PROPOSED CONTOURS ARE SHOWN AT ONE FOOT INTERVALS ON SHEET PROPOSED CONTOURS ARE SHOWN AT ONE FOOT INTERVALS ON SHEET CONTOURS ARE SHOWN AT ONE FOOT INTERVALS ON SHEET CONTOURS ARE SHOWN AT ONE FOOT INTERVALS ON SHEET ARE SHOWN AT ONE FOOT INTERVALS ON SHEET ARE SHOWN AT ONE FOOT INTERVALS ON SHEET SHOWN AT ONE FOOT INTERVALS ON SHEET SHOWN AT ONE FOOT INTERVALS ON SHEET AT ONE FOOT INTERVALS ON SHEET AT ONE FOOT INTERVALS ON SHEET ONE FOOT INTERVALS ON SHEET ONE FOOT INTERVALS ON SHEET FOOT INTERVALS ON SHEET FOOT INTERVALS ON SHEET INTERVALS ON SHEET INTERVALS ON SHEET ON SHEET ON SHEET SHEET SHEET F-5. . 21. Proposed or existing on and off site inlets, culverts or other drainage structures. Proposed or existing on and off site inlets, culverts or other drainage structures. Proposed or existing on and off site inlets, culverts or other drainage structures. or existing on and off site inlets, culverts or other drainage structures. or existing on and off site inlets, culverts or other drainage structures. existing on and off site inlets, culverts or other drainage structures. existing on and off site inlets, culverts or other drainage structures. on and off site inlets, culverts or other drainage structures. on and off site inlets, culverts or other drainage structures. and off site inlets, culverts or other drainage structures. and off site inlets, culverts or other drainage structures. off site inlets, culverts or other drainage structures. off site inlets, culverts or other drainage structures. site inlets, culverts or other drainage structures. site inlets, culverts or other drainage structures. inlets, culverts or other drainage structures. inlets, culverts or other drainage structures. culverts or other drainage structures. culverts or other drainage structures. or other drainage structures. or other drainage structures. other drainage structures. other drainage structures. drainage structures. drainage structures. structures. structures. (Chap. 1322, 1323) ALL EXISTING AND PROPOSED DRAINAGE STRUCTURES ARE SHOWN ON SHEET F-5. F-5. . 22. Proposed signage for the entire site to include permitted square footage of all signs Proposed signage for the entire site to include permitted square footage of all signs Proposed signage for the entire site to include permitted square footage of all signs signage for the entire site to include permitted square footage of all signs signage for the entire site to include permitted square footage of all signs for the entire site to include permitted square footage of all signs for the entire site to include permitted square footage of all signs the entire site to include permitted square footage of all signs the entire site to include permitted square footage of all signs entire site to include permitted square footage of all signs entire site to include permitted square footage of all signs site to include permitted square footage of all signs site to include permitted square footage of all signs to include permitted square footage of all signs to include permitted square footage of all signs include permitted square footage of all signs include permitted square footage of all signs permitted square footage of all signs permitted square footage of all signs square footage of all signs square footage of all signs footage of all signs footage of all signs of all signs of all signs all signs all signs signs signs and permitted height and location of pole signs (However, separate application for signage permitted height and location of pole signs (However, separate application for signage permitted height and location of pole signs (However, separate application for signage height and location of pole signs (However, separate application for signage height and location of pole signs (However, separate application for signage and location of pole signs (However, separate application for signage and location of pole signs (However, separate application for signage location of pole signs (However, separate application for signage location of pole signs (However, separate application for signage of pole signs (However, separate application for signage of pole signs (However, separate application for signage pole signs (However, separate application for signage pole signs (However, separate application for signage signs (However, separate application for signage signs (However, separate application for signage (However, separate application for signage (However, separate application for signage separate application for signage separate application for signage application for signage application for signage for signage for signage signage signage must be approved and sign permit issued.) (Chap. 1101.08) SIGNAGE SHALL BE IN ACCORDANCE WITH CHAPTER 1145 AND REVIEWED/APPROVED BY SHALL BE IN ACCORDANCE WITH CHAPTER 1145 AND REVIEWED/APPROVED BY SHALL BE IN ACCORDANCE WITH CHAPTER 1145 AND REVIEWED/APPROVED BY BE IN ACCORDANCE WITH CHAPTER 1145 AND REVIEWED/APPROVED BY BE IN ACCORDANCE WITH CHAPTER 1145 AND REVIEWED/APPROVED BY IN ACCORDANCE WITH CHAPTER 1145 AND REVIEWED/APPROVED BY IN ACCORDANCE WITH CHAPTER 1145 AND REVIEWED/APPROVED BY ACCORDANCE WITH CHAPTER 1145 AND REVIEWED/APPROVED BY ACCORDANCE WITH CHAPTER 1145 AND REVIEWED/APPROVED BY WITH CHAPTER 1145 AND REVIEWED/APPROVED BY WITH CHAPTER 1145 AND REVIEWED/APPROVED BY CHAPTER 1145 AND REVIEWED/APPROVED BY CHAPTER 1145 AND REVIEWED/APPROVED BY 1145 AND REVIEWED/APPROVED BY 1145 AND REVIEWED/APPROVED BY AND REVIEWED/APPROVED BY AND REVIEWED/APPROVED BY REVIEWED/APPROVED BY REVIEWED/APPROVED BY BY BY THE BUILDING DIVISION. 23. Proposed area lighting showing detail of each fixture and height (on building and/or Proposed area lighting showing detail of each fixture and height (on building and/or Proposed area lighting showing detail of each fixture and height (on building and/or area lighting showing detail of each fixture and height (on building and/or area lighting showing detail of each fixture and height (on building and/or lighting showing detail of each fixture and height (on building and/or lighting showing detail of each fixture and height (on building and/or showing detail of each fixture and height (on building and/or showing detail of each fixture and height (on building and/or detail of each fixture and height (on building and/or detail of each fixture and height (on building and/or of each fixture and height (on building and/or of each fixture and height (on building and/or each fixture and height (on building and/or each fixture and height (on building and/or fixture and height (on building and/or fixture and height (on building and/or and height (on building and/or and height (on building and/or height (on building and/or height (on building and/or (on building and/or (on building and/or building and/or building and/or and/or and/or around parking area). (Chap. 1139.03) PROPOSED LIGHT LOCATIONS AND FIXTURE DETAILS ARE SHOWN ON THE SITE LIGHT LOCATIONS AND FIXTURE DETAILS ARE SHOWN ON THE SITE LIGHT LOCATIONS AND FIXTURE DETAILS ARE SHOWN ON THE SITE LOCATIONS AND FIXTURE DETAILS ARE SHOWN ON THE SITE LOCATIONS AND FIXTURE DETAILS ARE SHOWN ON THE SITE AND FIXTURE DETAILS ARE SHOWN ON THE SITE AND FIXTURE DETAILS ARE SHOWN ON THE SITE FIXTURE DETAILS ARE SHOWN ON THE SITE FIXTURE DETAILS ARE SHOWN ON THE SITE DETAILS ARE SHOWN ON THE SITE DETAILS ARE SHOWN ON THE SITE ARE SHOWN ON THE SITE ARE SHOWN ON THE SITE SHOWN ON THE SITE SHOWN ON THE SITE ON THE SITE ON THE SITE THE SITE THE SITE SITE SITE PHOTOMETRIC PLAN. 24. Zoning of the property as it now stands and the zoning proposed, if it is being Zoning of the property as it now stands and the zoning proposed, if it is being Zoning of the property as it now stands and the zoning proposed, if it is being of the property as it now stands and the zoning proposed, if it is being of the property as it now stands and the zoning proposed, if it is being the property as it now stands and the zoning proposed, if it is being the property as it now stands and the zoning proposed, if it is being property as it now stands and the zoning proposed, if it is being property as it now stands and the zoning proposed, if it is being as it now stands and the zoning proposed, if it is being as it now stands and the zoning proposed, if it is being it now stands and the zoning proposed, if it is being it now stands and the zoning proposed, if it is being now stands and the zoning proposed, if it is being now stands and the zoning proposed, if it is being stands and the zoning proposed, if it is being stands and the zoning proposed, if it is being and the zoning proposed, if it is being and the zoning proposed, if it is being the zoning proposed, if it is being the zoning proposed, if it is being zoning proposed, if it is being zoning proposed, if it is being proposed, if it is being proposed, if it is being if it is being if it is being it is being it is being is being is being being being requested to be changed. (Chap. 1101) THE SITE IS CURRENTLY ZONED PUD-1 25. Proposed use of the site or buildings. (Chap. 1101.08) MEDICAL OFFICE BUILDING. 26. Storm water retention in accordance with section. (Chap. 1135.10) DETENTION WILL BE PROVIDED IN THE DOWNSTREAM STORMWATER POND. 27. Size of the building (square footage). See Table 1135.l0-I. 1135.12-II and 1135.14-III. THE BUILDING SIZE ARE SHOWN ON THIS SHEET. 28. Height of all structures including site lighting. (Chap. 1101) THE BUILDING HEIGHT IS SHOWN ON THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE BUILDING HEIGHT IS SHOWN ON THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE BUILDING HEIGHT IS SHOWN ON THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE HEIGHT IS SHOWN ON THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE HEIGHT IS SHOWN ON THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE IS SHOWN ON THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE IS SHOWN ON THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE SHOWN ON THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE SHOWN ON THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE ON THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE ON THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE THE ARCHITECTURAL ELEVATIONS PROVIDED. SITE ARCHITECTURAL ELEVATIONS PROVIDED. SITE ARCHITECTURAL ELEVATIONS PROVIDED. SITE ELEVATIONS PROVIDED. SITE ELEVATIONS PROVIDED. SITE PROVIDED. SITE PROVIDED. SITE SITE SITE SITE LIGHTING DETAILS ARE SHOWN ON THE SITE PHOTOMETRIC PLAN. 29. Number of living units, by number of bedrooms, if applicable. (Chap. 1135.10g(7) THE ARE NO RESIDENTIAL LIVING UNITS PROPOSED FOR THIS DEVELOPMENT. 30. A certificate by a registered land surveyor or engineer that the premises covered by A certificate by a registered land surveyor or engineer that the premises covered by A certificate by a registered land surveyor or engineer that the premises covered by certificate by a registered land surveyor or engineer that the premises covered by certificate by a registered land surveyor or engineer that the premises covered by by a registered land surveyor or engineer that the premises covered by by a registered land surveyor or engineer that the premises covered by a registered land surveyor or engineer that the premises covered by a registered land surveyor or engineer that the premises covered by registered land surveyor or engineer that the premises covered by registered land surveyor or engineer that the premises covered by land surveyor or engineer that the premises covered by land surveyor or engineer that the premises covered by surveyor or engineer that the premises covered by surveyor or engineer that the premises covered by or engineer that the premises covered by or engineer that the premises covered by engineer that the premises covered by engineer that the premises covered by that the premises covered by that the premises covered by the premises covered by the premises covered by premises covered by premises covered by covered by covered by by by the plan have been surveyed, that the plan is correct, and that the monuments shown on plan have been surveyed, that the plan is correct, and that the monuments shown on plan have been surveyed, that the plan is correct, and that the monuments shown on have been surveyed, that the plan is correct, and that the monuments shown on have been surveyed, that the plan is correct, and that the monuments shown on been surveyed, that the plan is correct, and that the monuments shown on been surveyed, that the plan is correct, and that the monuments shown on surveyed, that the plan is correct, and that the monuments shown on surveyed, that the plan is correct, and that the monuments shown on that the plan is correct, and that the monuments shown on that the plan is correct, and that the monuments shown on the plan is correct, and that the monuments shown on the plan is correct, and that the monuments shown on plan is correct, and that the monuments shown on plan is correct, and that the monuments shown on is correct, and that the monuments shown on is correct, and that the monuments shown on correct, and that the monuments shown on correct, and that the monuments shown on and that the monuments shown on and that the monuments shown on that the monuments shown on that the monuments shown on the monuments shown on the monuments shown on monuments shown on monuments shown on shown on shown on on on the plat will be set in accordance with Section 1101.051. THE LOT LINES REFLECT THE LOT DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN LOT LINES REFLECT THE LOT DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN LOT LINES REFLECT THE LOT DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN LINES REFLECT THE LOT DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN LINES REFLECT THE LOT DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN REFLECT THE LOT DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN REFLECT THE LOT DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN THE LOT DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN THE LOT DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN LOT DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN LOT DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN DIMENSIONS ON ALTA SURVEY AS PREPARED BY AN ON ALTA SURVEY AS PREPARED BY AN ON ALTA SURVEY AS PREPARED BY AN ALTA SURVEY AS PREPARED BY AN ALTA SURVEY AS PREPARED BY AN SURVEY AS PREPARED BY AN SURVEY AS PREPARED BY AN AS PREPARED BY AN AS PREPARED BY AN PREPARED BY AN PREPARED BY AN BY AN BY AN AN AN OHIO LICENSED SURVEYOR. 31. Color rendering of building(s), complete with listing of all colors, including Color rendering of building(s), complete with listing of all colors, including Color rendering of building(s), complete with listing of all colors, including rendering of building(s), complete with listing of all colors, including rendering of building(s), complete with listing of all colors, including of building(s), complete with listing of all colors, including of building(s), complete with listing of all colors, including building(s), complete with listing of all colors, including building(s), complete with listing of all colors, including complete with listing of all colors, including complete with listing of all colors, including with listing of all colors, including with listing of all colors, including listing of all colors, including listing of all colors, including of all colors, including of all colors, including all colors, including all colors, including colors, including colors, including including including Pantone1999-2000 Reference Numbers or if Pantone is not available, the manufacturer's Reference Numbers or if Pantone is not available, the manufacturer's Reference Numbers or if Pantone is not available, the manufacturer's Numbers or if Pantone is not available, the manufacturer's Numbers or if Pantone is not available, the manufacturer's or if Pantone is not available, the manufacturer's or if Pantone is not available, the manufacturer's if Pantone is not available, the manufacturer's if Pantone is not available, the manufacturer's Pantone is not available, the manufacturer's Pantone is not available, the manufacturer's is not available, the manufacturer's is not available, the manufacturer's not available, the manufacturer's not available, the manufacturer's available, the manufacturer's available, the manufacturer's the manufacturer's the manufacturer's manufacturer's manufacturer's reference/serial number with sample, and materials, with samples to be used. (c-39-00; number with sample, and materials, with samples to be used. (c-39-00; number with sample, and materials, with samples to be used. (c-39-00; with sample, and materials, with samples to be used. (c-39-00; with sample, and materials, with samples to be used. (c-39-00; sample, and materials, with samples to be used. (c-39-00; sample, and materials, with samples to be used. (c-39-00; and materials, with samples to be used. (c-39-00; and materials, with samples to be used. (c-39-00; materials, with samples to be used. (c-39-00; materials, with samples to be used. (c-39-00; with samples to be used. (c-39-00; with samples to be used. (c-39-00; samples to be used. (c-39-00; samples to be used. (c-39-00; to be used. (c-39-00; to be used. (c-39-00; be used. (c-39-00; be used. (c-39-00; used. (c-39-00; used. (c-39-00; (c-39-00; (c-39-00; passed 5/12/00) COLOR RENDERINGS ARE INCLUDED. 32. Compliance to National Flood Insurance Program Community Panel No. 39049C0402K Compliance to National Flood Insurance Program Community Panel No. 39049C0402K Compliance to National Flood Insurance Program Community Panel No. 39049C0402K to National Flood Insurance Program Community Panel No. 39049C0402K to National Flood Insurance Program Community Panel No. 39049C0402K National Flood Insurance Program Community Panel No. 39049C0402K National Flood Insurance Program Community Panel No. 39049C0402K Flood Insurance Program Community Panel No. 39049C0402K Flood Insurance Program Community Panel No. 39049C0402K Insurance Program Community Panel No. 39049C0402K Insurance Program Community Panel No. 39049C0402K Program Community Panel No. 39049C0402K Program Community Panel No. 39049C0402K Community Panel No. 39049C0402K Community Panel No. 39049C0402K Panel No. 39049C0402K Panel No. 39049C0402K No. 39049C0402K No. 39049C0402K 39049C0402K 39049C0402K Show 100-year flood plain. (Chap. 1329) THE PROPOSED SITE LIES WITHIN ZONE “X” - AREAS DETERMINED TO BE OUTSIDE THE PROPOSED SITE LIES WITHIN ZONE “X” - AREAS DETERMINED TO BE OUTSIDE THE PROPOSED SITE LIES WITHIN ZONE “X” - AREAS DETERMINED TO BE OUTSIDE THE SITE LIES WITHIN ZONE “X” - AREAS DETERMINED TO BE OUTSIDE THE SITE LIES WITHIN ZONE “X” - AREAS DETERMINED TO BE OUTSIDE THE LIES WITHIN ZONE “X” - AREAS DETERMINED TO BE OUTSIDE THE LIES WITHIN ZONE “X” - AREAS DETERMINED TO BE OUTSIDE THE WITHIN ZONE “X” - AREAS DETERMINED TO BE OUTSIDE THE WITHIN ZONE “X” - AREAS DETERMINED TO BE OUTSIDE THE ZONE “X” - AREAS DETERMINED TO BE OUTSIDE THE ZONE “X” - AREAS DETERMINED TO BE OUTSIDE THE “X” - AREAS DETERMINED TO BE OUTSIDE THE X” - AREAS DETERMINED TO BE OUTSIDE THE - AREAS DETERMINED TO BE OUTSIDE THE - AREAS DETERMINED TO BE OUTSIDE THE AREAS DETERMINED TO BE OUTSIDE THE AREAS DETERMINED TO BE OUTSIDE THE DETERMINED TO BE OUTSIDE THE DETERMINED TO BE OUTSIDE THE TO BE OUTSIDE THE TO BE OUTSIDE THE BE OUTSIDE THE BE OUTSIDE THE OUTSIDE THE OUTSIDE THE THE THE 100-YEAR & 500-YEAR FLOODPLAIN PER FEMA PANEL #39049C0402K, DATED JUNE 17, & 500-YEAR FLOODPLAIN PER FEMA PANEL #39049C0402K, DATED JUNE 17, & 500-YEAR FLOODPLAIN PER FEMA PANEL #39049C0402K, DATED JUNE 17, 500-YEAR FLOODPLAIN PER FEMA PANEL #39049C0402K, DATED JUNE 17, 500-YEAR FLOODPLAIN PER FEMA PANEL #39049C0402K, DATED JUNE 17, FLOODPLAIN PER FEMA PANEL #39049C0402K, DATED JUNE 17, FLOODPLAIN PER FEMA PANEL #39049C0402K, DATED JUNE 17, PER FEMA PANEL #39049C0402K, DATED JUNE 17, PER FEMA PANEL #39049C0402K, DATED JUNE 17, FEMA PANEL #39049C0402K, DATED JUNE 17, FEMA PANEL #39049C0402K, DATED JUNE 17, PANEL #39049C0402K, DATED JUNE 17, PANEL #39049C0402K, DATED JUNE 17, #39049C0402K, DATED JUNE 17, #39049C0402K, DATED JUNE 17, DATED JUNE 17, DATED JUNE 17, JUNE 17, JUNE 17, 17, 17, 2008. 33. Site plan to be signed by an engineer or surveyor registered in the State of Ohio. Site plan to be signed by an engineer or surveyor registered in the State of Ohio. Site plan to be signed by an engineer or surveyor registered in the State of Ohio. plan to be signed by an engineer or surveyor registered in the State of Ohio. plan to be signed by an engineer or surveyor registered in the State of Ohio. to be signed by an engineer or surveyor registered in the State of Ohio. to be signed by an engineer or surveyor registered in the State of Ohio. be signed by an engineer or surveyor registered in the State of Ohio. be signed by an engineer or surveyor registered in the State of Ohio. signed by an engineer or surveyor registered in the State of Ohio. signed by an engineer or surveyor registered in the State of Ohio. by an engineer or surveyor registered in the State of Ohio. by an engineer or surveyor registered in the State of Ohio. an engineer or surveyor registered in the State of Ohio. an engineer or surveyor registered in the State of Ohio. engineer or surveyor registered in the State of Ohio. engineer or surveyor registered in the State of Ohio. or surveyor registered in the State of Ohio. or surveyor registered in the State of Ohio. surveyor registered in the State of Ohio. surveyor registered in the State of Ohio. registered in the State of Ohio. registered in the State of Ohio. in the State of Ohio. in the State of Ohio. the State of Ohio. the State of Ohio. State of Ohio. State of Ohio. of Ohio. of Ohio. Ohio. Ohio. (Chap. 1101.05) REGISTERED ENGINEER SIGNATURE PROVIDED ON SHEET F-1. F-1. . 34. Signature block. SIGNATURE BLOCK PROVIDED ON SHEET F-1 WITH REQUIRED MUNICIPAL SIGNATURE BLOCK PROVIDED ON SHEET F-1 WITH REQUIRED MUNICIPAL SIGNATURE BLOCK PROVIDED ON SHEET F-1 WITH REQUIRED MUNICIPAL SIGNATURE PROVIDED ON SHEET F-1 WITH REQUIRED MUNICIPAL SIGNATURE PROVIDED ON SHEET F-1 WITH REQUIRED MUNICIPAL SIGNATURE ON SHEET F-1 WITH REQUIRED MUNICIPAL SIGNATURE ON SHEET F-1 WITH REQUIRED MUNICIPAL SIGNATURE SHEET F-1 WITH REQUIRED MUNICIPAL SIGNATURE SHEET F-1 WITH REQUIRED MUNICIPAL SIGNATURE F-1 WITH REQUIRED MUNICIPAL SIGNATURE F-1 WITH REQUIRED MUNICIPAL SIGNATURE WITH REQUIRED MUNICIPAL SIGNATURE WITH REQUIRED MUNICIPAL SIGNATURE REQUIRED MUNICIPAL SIGNATURE REQUIRED MUNICIPAL SIGNATURE MUNICIPAL SIGNATURE MUNICIPAL SIGNATURE SIGNATURE SIGNATURE BLOCKS. 35. Compliance with Historical Preservation Area requirements, if applicable, Chapter 1138 Compliance with Historical Preservation Area requirements, if applicable, Chapter 1138 Compliance with Historical Preservation Area requirements, if applicable, Chapter 1138 with Historical Preservation Area requirements, if applicable, Chapter 1138 with Historical Preservation Area requirements, if applicable, Chapter 1138 Historical Preservation Area requirements, if applicable, Chapter 1138 Historical Preservation Area requirements, if applicable, Chapter 1138 Preservation Area requirements, if applicable, Chapter 1138 Preservation Area requirements, if applicable, Chapter 1138 Area requirements, if applicable, Chapter 1138 Area requirements, if applicable, Chapter 1138 requirements, if applicable, Chapter 1138 requirements, if applicable, Chapter 1138 if applicable, Chapter 1138 if applicable, Chapter 1138 applicable, Chapter 1138 applicable, Chapter 1138 Chapter 1138 Chapter 1138 1138 1138 of the Codified Ordinances. NOT APPLICABLE 36. A narrative description of the project of at least one paragraph in length. PROJECT NARRATIVE ATTACHED WITH SUBMITTAL.
AutoCAD SHX Text
NOTES: ALL PAVEMENT MARKINGS AND STRIPING SHALL BE WHITE. ALL RADII ARE 4.5', UNLESS OTHERWISE NOTED. A KNOX BOX SHALL BE PROVIDED AND LOCATED UPON THE BUILDING IN CONJUNCTION WITH THE JACKSON TOWNSHIP FIRE DEPARTMENT DIMENSIONS PROVIDED ARE FROM FACE OF CURB TO FACE OF CURB WHEN DIMENSIONED FROM CURB.
AutoCAD SHX Text
A
AutoCAD SHX Text
HANDICAPPED PARKING SIGN W/ BOLLARD, SEE DETAIL SHEET F-6
AutoCAD SHX Text
B
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS LOCATED GRAPHIC PLOTTING ONLY THIS PROPERTY IS LOCATED GRAPHIC PLOTTING ONLY THIS PROPERTY IS LOCATED PLOTTING ONLY THIS PROPERTY IS LOCATED PLOTTING ONLY THIS PROPERTY IS LOCATED ONLY THIS PROPERTY IS LOCATED ONLY THIS PROPERTY IS LOCATED THIS PROPERTY IS LOCATED THIS PROPERTY IS LOCATED PROPERTY IS LOCATED PROPERTY IS LOCATED IS LOCATED IS LOCATED LOCATED LOCATED IN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE OF THE ZONE "X" (AREAS DETERMINED TO BE OUTSIDE OF THE ZONE "X" (AREAS DETERMINED TO BE OUTSIDE OF THE "X" (AREAS DETERMINED TO BE OUTSIDE OF THE "X" (AREAS DETERMINED TO BE OUTSIDE OF THE (AREAS DETERMINED TO BE OUTSIDE OF THE (AREAS DETERMINED TO BE OUTSIDE OF THE DETERMINED TO BE OUTSIDE OF THE DETERMINED TO BE OUTSIDE OF THE TO BE OUTSIDE OF THE TO BE OUTSIDE OF THE BE OUTSIDE OF THE BE OUTSIDE OF THE OUTSIDE OF THE OUTSIDE OF THE OF THE OF THE THE THE 500-YEAR FLOOD PLAIN) BY THE FEDERAL EMERGENCY FLOOD PLAIN) BY THE FEDERAL EMERGENCY FLOOD PLAIN) BY THE FEDERAL EMERGENCY PLAIN) BY THE FEDERAL EMERGENCY PLAIN) BY THE FEDERAL EMERGENCY BY THE FEDERAL EMERGENCY BY THE FEDERAL EMERGENCY THE FEDERAL EMERGENCY THE FEDERAL EMERGENCY FEDERAL EMERGENCY FEDERAL EMERGENCY EMERGENCY EMERGENCY MANAGEMENT AGENCY ON FLOOD INSURANCE RATE MAP, AGENCY ON FLOOD INSURANCE RATE MAP, AGENCY ON FLOOD INSURANCE RATE MAP, ON FLOOD INSURANCE RATE MAP, ON FLOOD INSURANCE RATE MAP, FLOOD INSURANCE RATE MAP, FLOOD INSURANCE RATE MAP, INSURANCE RATE MAP, INSURANCE RATE MAP, RATE MAP, RATE MAP, MAP, MAP, COMMUNITY PANEL NO. 39049C0402K, WITH AN EFFECTIVE PANEL NO. 39049C0402K, WITH AN EFFECTIVE PANEL NO. 39049C0402K, WITH AN EFFECTIVE NO. 39049C0402K, WITH AN EFFECTIVE NO. 39049C0402K, WITH AN EFFECTIVE 39049C0402K, WITH AN EFFECTIVE 39049C0402K, WITH AN EFFECTIVE WITH AN EFFECTIVE WITH AN EFFECTIVE AN EFFECTIVE AN EFFECTIVE EFFECTIVE EFFECTIVE DATE OF JUNE 17, 2008, IN FRANKLIN COUNTY, OHIO. NO OF JUNE 17, 2008, IN FRANKLIN COUNTY, OHIO. NO OF JUNE 17, 2008, IN FRANKLIN COUNTY, OHIO. NO JUNE 17, 2008, IN FRANKLIN COUNTY, OHIO. NO JUNE 17, 2008, IN FRANKLIN COUNTY, OHIO. NO 17, 2008, IN FRANKLIN COUNTY, OHIO. NO 17, 2008, IN FRANKLIN COUNTY, OHIO. NO 2008, IN FRANKLIN COUNTY, OHIO. NO 2008, IN FRANKLIN COUNTY, OHIO. NO IN FRANKLIN COUNTY, OHIO. NO IN FRANKLIN COUNTY, OHIO. NO FRANKLIN COUNTY, OHIO. NO FRANKLIN COUNTY, OHIO. NO COUNTY, OHIO. NO COUNTY, OHIO. NO OHIO. NO OHIO. NO NO NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS SURVEYING WAS PERFORMED TO DETERMINE THIS SURVEYING WAS PERFORMED TO DETERMINE THIS WAS PERFORMED TO DETERMINE THIS WAS PERFORMED TO DETERMINE THIS PERFORMED TO DETERMINE THIS PERFORMED TO DETERMINE THIS TO DETERMINE THIS TO DETERMINE THIS DETERMINE THIS DETERMINE THIS THIS THIS ZONE.

NO

RT

H M

EA

DO

WS

D

RIV

E

IN

TE

RS

TA

TE

71

D

D

D

PROPOSED MEDICAL OFFICE BUILDING

40,716 S.F

F-4 / 6

Checked By:

Project Number:

Drawing Number:

Scale:

Drawn By:

Date:

AD

VA

NC

EDC

IV

IL

DE

SI

GN

EN

GI

NE

ER

SS

UR

VY

EO

RS

TR

IV

IU

M G

RO

VE

C

IT

Y M

OB

FIN

AL

D

EV

EL

OP

ME

NT

P

LA

N

UT

IL

IT

Y P

LA

N

1 inch = 30 feet

GRAPHIC SCALE600 15 30

TR

IV

IU

M D

EL

EV

LO

PM

EN

T, L

LC

210 N

. L

AZ

EL

LE

R

OA

D

CO

LU

MB

US

, O

HIO

43215

LEGEND

AutoCAD SHX Text
6" - 8" INCREASER
AutoCAD SHX Text
6" DIP
AutoCAD SHX Text
2" DIP
AutoCAD SHX Text
METER PIT
AutoCAD SHX Text
8" FIRE LINE
AutoCAD SHX Text
8" FIRE LINE
AutoCAD SHX Text
8" FIRE LINE
AutoCAD SHX Text
4" FIRE SERVICE
AutoCAD SHX Text
2" DOMESTIC SERVICE
AutoCAD SHX Text
2" DOMESTIC
AutoCAD SHX Text
PROP F.H.
AutoCAD SHX Text
PROP F.H.
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
CONCRETE DUMPSTER PAD AND APPROACH SLAB
AutoCAD SHX Text
CONCRETE DUMPSTER PAD AND APPROACH SLAB
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
DUMPSTER W/ PRIVACY FENCING SEE ARCHITECTURAL PLANS FOR DETAILS
AutoCAD SHX Text
Trivium Grove City LLC 4.301 Ac. I.N. 201508120111887
AutoCAD SHX Text
Ohio Becknell Investors 2007 I.N. 201412050161869
AutoCAD SHX Text
GDC Exchange Co. LLC I.N. 201310160174691
AutoCAD SHX Text
City of Grove City, Ohio 0.022 Ac. I.N. 201304110060273
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
25' PARKING SETBACK
AutoCAD SHX Text
40' BUILDING SETBACK
AutoCAD SHX Text
10' PARKING SETBACK
AutoCAD SHX Text
25' BUILDING SETBACK
AutoCAD SHX Text
EX. GAS EASEMENT
AutoCAD SHX Text
EX. 20' JOINT ACCESS EASEMENT
AutoCAD SHX Text
EX. 20' JOINT ACCESS EASEMENT
AutoCAD SHX Text
50' BUILDING SETBACK
AutoCAD SHX Text
25' PARKING SETBACK
AutoCAD SHX Text
25' EASEMENT
AutoCAD SHX Text
15' OBT EASEMENT
AutoCAD SHX Text
10' PARKING SETBACK
AutoCAD SHX Text
25' BUILDING SETBACK
AutoCAD SHX Text
EX. 10" SANITARY (CC-9983)
AutoCAD SHX Text
EX. 10" SANITARY (CC-9983)
AutoCAD SHX Text
EX. 30" STORM
AutoCAD SHX Text
EX FIBER OPTIC
AutoCAD SHX Text
EX. U.G. ELEC
AutoCAD SHX Text
EX. CATV PED
AutoCAD SHX Text
EX. 12" WATERMAIN (GC0223_003)
AutoCAD SHX Text
EX. 6" GAS LINE
AutoCAD SHX Text
EX. 6" GAS LINE
AutoCAD SHX Text
EX. 6" GAS LINE
AutoCAD SHX Text
EX. 2" GAS LINE
AutoCAD SHX Text
EX. F.H.
AutoCAD SHX Text
RELOCATED F.H.
AutoCAD SHX Text
City of Grove City, Ohio 0.295 Ac. I.N. 201308090136984
AutoCAD SHX Text
Quality Bakery Co. PID 040-009550-00
AutoCAD SHX Text
Gateway Business Park, LLC PID 040-009551-00
AutoCAD SHX Text
PROP 6" SAN SERVICE
AutoCAD SHX Text
PROP 6" SAN SERVICE
AutoCAD SHX Text
PROP. SIGN
AutoCAD SHX Text
PROP. SIGN
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
EX. LA R/W
AutoCAD SHX Text
EX. LA R/W
AutoCAD SHX Text
EX. LA R/W
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
EX. R/W
AutoCAD SHX Text
PROP.STORM
AutoCAD SHX Text
PROP.STORM
AutoCAD SHX Text
PROP.STORM
AutoCAD SHX Text
10-31-2016
AutoCAD SHX Text
Issue Dates:
AutoCAD SHX Text
PLAN PREPARED FOR:
AutoCAD SHX Text
422 Beecher Road
AutoCAD SHX Text
43230
AutoCAD SHX Text
Gahanna, Ohio
AutoCAD SHX Text
ph 614.428.7750
AutoCAD SHX Text
fax 614.428.7755
AutoCAD SHX Text
PLAN PREPARED BY:
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
FOR
AutoCAD SHX Text
CITY OF GROVE CITY, FRANKLIN COUNTY, OHIO
AutoCAD SHX Text
16-0022-344
AutoCAD SHX Text
CAW
AutoCAD SHX Text
TMW
AutoCAD SHX Text
EXISTING WATER MAIN
AutoCAD SHX Text
EXISTING SANITARY SEWER
AutoCAD SHX Text
EXISTING STORM SEWER
AutoCAD SHX Text
EXISTING NATURAL GAS MAIN/SERVICE
AutoCAD SHX Text
EXISTING TELECOMMUNICATIONS AND EQUIPMENT
AutoCAD SHX Text
EXISTING FENCE
AutoCAD SHX Text
EXISTING LIGHT
AutoCAD SHX Text
EXISTING ELECTRIC
AutoCAD SHX Text
EXISTING FIBER OPTIC LINE
AutoCAD SHX Text
Hydrant
AutoCAD SHX Text
Valve
AutoCAD SHX Text
Manhole
AutoCAD SHX Text
CO
AutoCAD SHX Text
Cleanout
AutoCAD SHX Text
Manhole
AutoCAD SHX Text
Catch Basin
AutoCAD SHX Text
Curb Inlet
AutoCAD SHX Text
T
AutoCAD SHX Text
PROPOSED SAN SERVICE & CLEANOUT
AutoCAD SHX Text
PROPOSED F.H., VALVE & LINE
AutoCAD SHX Text
PROPOSED STORM LINE, CATCH BASIN & M.H.

NO

RT

H M

EA

DO

WS

D

RIV

E

IN

TE

RS

TA

TE

71

D

D

D

PROPOSED MEDICAL OFFICE BUILDING

40,716 S.F

F-5 / 6

Checked By:

Project Number:

Drawing Number:

Scale:

Drawn By:

Date:

AD

VA

NC

EDC

IV

IL

DE

SI

GN

EN

GI

NE

ER

SS

UR

VY

EO

RS

TR

IV

IU

M G

RO

VE

C

IT

Y M

OB

FIN

AL

D

EV

EL

OP

ME

NT

P

LA

N

SIT

E G

RA

DIN

G P

LA

N

1 inch = 30 feet

GRAPHIC SCALE600 15 30

TR

IV

IU

M D

EL

EV

LO

PM

EN

T, L

LC

210 N

. L

AZ

EL

LE

R

OA

D

CO

LU

MB

US

, O

HIO

43215

LEGEND

AutoCAD SHX Text
6" - 8" INCREASER
AutoCAD SHX Text
6" DIP
AutoCAD SHX Text
2" DIP
AutoCAD SHX Text
METER PIT
AutoCAD SHX Text
8" FIRE LINE
AutoCAD SHX Text
8" FIRE LINE
AutoCAD SHX Text
8" FIRE LINE
AutoCAD SHX Text
4" FIRE SERVICE
AutoCAD SHX Text
2" DOMESTIC SERVICE
AutoCAD SHX Text
2" DOMESTIC
AutoCAD SHX Text
PROP F.H.
AutoCAD SHX Text
PROP F.H.
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
CONCRETE DUMPSTER PAD AND APPROACH SLAB
AutoCAD SHX Text
CONCRETE DUMPSTER PAD AND APPROACH SLAB
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
DUMPSTER W/ PRIVACY FENCING SEE ARCHITECTURAL PLANS FOR DETAILS
AutoCAD SHX Text
Trivium Grove City LLC 4.301 Ac. I.N. 201508120111887
AutoCAD SHX Text
Ohio Becknell Investors 2007 I.N. 201412050161869
AutoCAD SHX Text
GDC Exchange Co. LLC I.N. 201310160174691
AutoCAD SHX Text
City of Grove City, Ohio 0.022 Ac. I.N. 201304110060273
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
25' PARKING SETBACK
AutoCAD SHX Text
40' BUILDING SETBACK
AutoCAD SHX Text
10' PARKING SETBACK
AutoCAD SHX Text
25' BUILDING SETBACK
AutoCAD SHX Text
EX. GAS EASEMENT
AutoCAD SHX Text
EX. 20' JOINT ACCESS EASEMENT
AutoCAD SHX Text
EX. 20' JOINT ACCESS EASEMENT
AutoCAD SHX Text
50' BUILDING SETBACK
AutoCAD SHX Text
25' PARKING SETBACK
AutoCAD SHX Text
25' EASEMENT
AutoCAD SHX Text
15' OBT EASEMENT
AutoCAD SHX Text
10' PARKING SETBACK
AutoCAD SHX Text
25' BUILDING SETBACK
AutoCAD SHX Text
EX. 10" SANITARY (CC-9983)
AutoCAD SHX Text
EX. 10" SANITARY (CC-9983)
AutoCAD SHX Text
EX. 30" STORM
AutoCAD SHX Text
EX FIBER OPTIC
AutoCAD SHX Text
EX. U.G. ELEC
AutoCAD SHX Text
EX. CATV PED
AutoCAD SHX Text
EX. 12" WATERMAIN (GC0223_003)
AutoCAD SHX Text
EX. 6" GAS LINE
AutoCAD SHX Text
EX. 6" GAS LINE
AutoCAD SHX Text
EX. 6" GAS LINE
AutoCAD SHX Text
EX. 2" GAS LINE
AutoCAD SHX Text
EX. F.H.
AutoCAD SHX Text
EX. F.H. (TO BE RELOCATED)
AutoCAD SHX Text
City of Grove City, Ohio 0.295 Ac. I.N. 201308090136984
AutoCAD SHX Text
PROP. STM
AutoCAD SHX Text
PROP. STM
AutoCAD SHX Text
PROP. STM
AutoCAD SHX Text
PROP. STM
AutoCAD SHX Text
PROP. STM
AutoCAD SHX Text
PROP. STM
AutoCAD SHX Text
PROP. STM
AutoCAD SHX Text
EX. STORM INLET (TO BE RECONSTRUCTED TO GRADE)
AutoCAD SHX Text
PROP. LANDSCAPED MOUNDING SCREEN (REFER TO LANDSCAPE PLANS FOR ADDITIONAL DETAILS)
AutoCAD SHX Text
10-31-2016
AutoCAD SHX Text
Issue Dates:
AutoCAD SHX Text
PLAN PREPARED FOR:
AutoCAD SHX Text
422 Beecher Road
AutoCAD SHX Text
43230
AutoCAD SHX Text
Gahanna, Ohio
AutoCAD SHX Text
ph 614.428.7750
AutoCAD SHX Text
fax 614.428.7755
AutoCAD SHX Text
PLAN PREPARED BY:
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
FOR
AutoCAD SHX Text
CITY OF GROVE CITY, FRANKLIN COUNTY, OHIO
AutoCAD SHX Text
16-0022-344
AutoCAD SHX Text
CAW
AutoCAD SHX Text
TMW
AutoCAD SHX Text
EXISTING WATER MAIN
AutoCAD SHX Text
EXISTING SANITARY SEWER
AutoCAD SHX Text
EXISTING STORM SEWER
AutoCAD SHX Text
EXISTING NATURAL GAS MAIN/SERVICE
AutoCAD SHX Text
EXISTING TELECOMMUNICATIONS AND EQUIPMENT
AutoCAD SHX Text
EXISTING FENCE
AutoCAD SHX Text
EXISTING LIGHT
AutoCAD SHX Text
EXISTING ELECTRIC
AutoCAD SHX Text
EXISTING FIBER OPTIC LINE
AutoCAD SHX Text
Hydrant
AutoCAD SHX Text
Valve
AutoCAD SHX Text
Manhole
AutoCAD SHX Text
CO
AutoCAD SHX Text
Cleanout
AutoCAD SHX Text
Manhole
AutoCAD SHX Text
Catch Basin
AutoCAD SHX Text
Curb Inlet
AutoCAD SHX Text
T
AutoCAD SHX Text
PROPOSED SAN SERVICE & CLEANOUT
AutoCAD SHX Text
PROPOSED F.H., VALVE & LINE
AutoCAD SHX Text
PROPOSED STORM LINE, CATCH BASIN & M.H.
AutoCAD SHX Text
STORMWATER MANAGEMENT SUMMARY DATE: OCTOBER 31, 2016 OCTOBER 31, 2016 PROJECT: TRIVIUM GROVE CITY MOB - NORTH MEADOWS DRIVE RE: PRELIMINARY ENGINEERING STORMWATER MANAGEMENT SUMMARY PRELIMINARY ENGINEERING STORMWATER MANAGEMENT SUMMARY SITE SUMMARY: THE PROPOSED TRIVIUM GROVE CITY MOB DEVELOPMENT PROJECT IS LOCATED AT THE END OF NORTH MEADOWS DRIVE IN GROVE CITY, OH. THIS 4.3 ACRE PROPERTY IS CURRENTLY A VACANT DEVELOPMENT PARCEL FRONTING THE NORTH MEADOWS DRIVE FRONTAGE. APPROXIMATELY 3.2 ACRES OF PARKING LOT AND BUILDING AREA ARE PROPOSED FOR THE NEW MEDICAL OFFICE BUILDING USE. PEAK FLOW CONTROL OF RUNOFF FROM THE TRIVIUM GROVE CITY MOB DEVELOPMENT WILL FOLLOW THE GUIDANCE OF THE CITY OF GROVE CITY CODIFIED ORDINANCES AND THE OHIO EPA'S GENERAL CONSTRUCTION PERMIT. STORMWATER MANAGEMENT SUMMARY: PROPOSED RUNOFF QUANTITY AND QUALITY CONTROL WILL BE PROVIDED FOR THE PROJECT IN ACCORDANCE WITH THE CITY OF GROVE CITY STORMWATER REGULATIONS AND DESIGN REQUIREMENTS AND IN ACCORDANCE WITH THE OHIO EPA'S GENERAL CONSTRUCTION PERMIT. THE ULTIMATE OUTLET FOR THIS SITE IS AN EXISTING 30" STORM SYSTEM LOCATED STORM SYSTEM LOCATED WITHIN AN EASEMENT ON THE EASTERN EDGE OF THIS PROJECT ALONG NORTH MEADOWS DRIVE. THE FINAL ALLOWABLE RELEASE RATE FOR THIS PROJECT WILL BE EVALUATED TO ENSURE THE PROPOSED SITE RUNOFF RATE DOES NOT AFFECT THE EXISTING DOWNSTREAM SYSTEM CAPACITY. RUNOFF QUANTITY CONTROL IS CURRENTLY PLANNED TO BE HANDLED BY UTILIZING THE EXISTING WET POND CAPACITY LOCATED AT THE NW CORNER OF NORTH MEADOWS DRIVE AND STATE ROUTE 665. THIS POND WAS DESIGNED TO STORE EXCESS RUN-OFF FOR THE PROPOSED DEVELOPMENT AREA AS PART OF A PREVIOUS MASTER DEVELOPMENT PLAN FOR NORTH MEADOWS DRIVE. RUNOFF QUALITY CONTROL WILL BE ACHIEVED BY ALSO UTILIZING THE EXISTING WET POND LOCATED AT THE NW CORNER OF NORTH MEADOWS DRIVE AND STATE ROUTE 665. WATER QUALITY FOR THIS PROPSOED DEVELOPMENT PARCEL WAS PREVIOUSLY ACCOUNTED FOR IN THE EXISTING WET POND AS PART OF A PREVIOUS MASTER DEVELOPMENT PLAN FOR NORTH MEADOWS DRIVE.

F-6 / 6

Checked By:

Project Number:

Drawing Number:

Scale:

Drawn By:

Date:

AD

VA

NC

EDC

IV

IL

DE

SI

GN

EN

GI

NE

ER

SS

UR

VY

EO

RS

TR

IV

IU

M G

RO

VE

C

IT

Y M

OB

FIN

AL

D

EV

EL

OP

ME

NT

P

LA

N

SIT

E D

ET

AIL

S

TR

IV

IU

M D

EL

EV

LO

PM

EN

T, L

LC

210 N

. L

AZ

EL

LE

R

OA

D

CO

LU

MB

US

, O

HIO

43215

DUMPSTER PAD PAVEMENT SECTIONTYPICAL LIGHT DUTY PAVEMENT SECTION

(DRIVEWAYS AND PARKING AREAS)TYPICAL HEAVY DUTY PAVEMENT SECTION

(DRIVEWAYS AND PARKING AREAS)

COMBINED CURB AND WALK

TYPICAL HANDICAP PARKING DIMENSIONSAND PARKING SIGN LOCATION DETAIL

TRAFFIC CONTROL SIGNAGE DETAILCITY OF GROVE CITY

EXTRUDED CONCRETE CURB

AutoCAD SHX Text
10-31-2016
AutoCAD SHX Text
Issue Dates:
AutoCAD SHX Text
PLAN PREPARED FOR:
AutoCAD SHX Text
422 Beecher Road
AutoCAD SHX Text
43230
AutoCAD SHX Text
Gahanna, Ohio
AutoCAD SHX Text
ph 614.428.7750
AutoCAD SHX Text
fax 614.428.7755
AutoCAD SHX Text
PLAN PREPARED BY:
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
FOR
AutoCAD SHX Text
CITY OF GROVE CITY, FRANKLIN COUNTY, OHIO
AutoCAD SHX Text
16-0022-344
AutoCAD SHX Text
CAW
AutoCAD SHX Text
TMW
AutoCAD SHX Text
3"R.
AutoCAD SHX Text
PAVEMENT SECTION
AutoCAD SHX Text
CLASS "C"
AutoCAD SHX Text
NO. 8 OR NO. 57
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
4"
AutoCAD SHX Text
8"
AutoCAD SHX Text
SIDEWALK JOINTS SHALL BE IN ACCORDANCE WITH CMSC ITEM 608.03.
AutoCAD SHX Text
4"
AutoCAD SHX Text
2%%% MAX.
AutoCAD SHX Text
CONTRACTION JOINT
AutoCAD SHX Text
SEE PLAN SHEETS FOR VARIOUS
AutoCAD SHX Text
LOCATIONS & DIMENSIONS
AutoCAD SHX Text
1/2" DEEP
AutoCAD SHX Text
FINE BROOM FINISH
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
18"
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ITEM 451, 9" REINFORCED P.C. CONCRETE PAVEMENT (CLASS G)
AutoCAD SHX Text
ITEM 204, SUBGRADE COMPACTION
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
9' (Typ.)
AutoCAD SHX Text
20' (Typ.)
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
ITEM 304, 8" CRUSHED AGGREGATE BASE
AutoCAD SHX Text
1
AutoCAD SHX Text
ITEM 448, 1 1/2" ASPHALT CONCRETE - SURFACE COURSE
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
ITEM 448, 1-1/2" ASPHALT CONCRETE - INTERMEDIATE COURSE
AutoCAD SHX Text
ITEM 204, SUBGRADE COMPACTION
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
ITEM 304, 10" CRUSHED AGGREGATE BASE
AutoCAD SHX Text
ITEM 609, STRAIGHT 18" CURB, CITY OF GROVE CITY STD.DWG. C-GC-58
AutoCAD SHX Text
1
AutoCAD SHX Text
ITEM 448, 2" ASPHALT CONCRETE - SURFACE COURSE
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
ITEM 448, 2" ASPHALT CONCRETE - INTERMEDIATE COURSE
AutoCAD SHX Text
ITEM 204, SUBGRADE COMPACTION
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
ITEM 609, STRAIGHT 18" CURB, CITY OF GROVE CITY STD.DWG. C-GC-58
AutoCAD SHX Text
5
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
HANDICAP PARKING SIGN W/BOLLARD SEE DETAIL, THIS SHEET
AutoCAD SHX Text
SIGN INSTALLED WITH
AutoCAD SHX Text
REFERENCE THIS PLAN
AutoCAD SHX Text
FOR SIGN LOCATIONS.
AutoCAD SHX Text
RIVET (UNISTRUT PART
AutoCAD SHX Text
UNIVERSAL DRIVE
AutoCAD SHX Text
NO. TL-3806)
AutoCAD SHX Text
(R-59C-12)
AutoCAD SHX Text
SIGN (R-59A-12).
AutoCAD SHX Text
VAN ACCESSIBLE SIGN
AutoCAD SHX Text
HANDICAP PARKING ONLY
AutoCAD SHX Text
ON ALL SIDES FOR
AutoCAD SHX Text
3" BORDER (TYPICAL
AutoCAD SHX Text
ALL SIGNS)
AutoCAD SHX Text
PAINTED END CAP TO BE
AutoCAD SHX Text
WELDED TO TOP OF POST
AutoCAD SHX Text
SIGN POST - 2" X 2" PLAIN 14 GUAGE TUBING (NO PERFORATIONS), POST TO BE PAINTED BLACK.
AutoCAD SHX Text
FINE STATEMENT IN ACCORDANCE WITH SECTION 4511.99 OF THE OHIO REVISED CODE
AutoCAD SHX Text
SLOPE TOP
AutoCAD SHX Text
OF CONCRETE
AutoCAD SHX Text
TRAFFIC YELLOW, FILLED
AutoCAD SHX Text
6" PIPE BOLLARD PAINTED
AutoCAD SHX Text
W/ CONCRETE.
AutoCAD SHX Text
P.C. CONCRETE
AutoCAD SHX Text
GROUND/PAVING
AutoCAD SHX Text
SURFACE
AutoCAD SHX Text
3"
AutoCAD SHX Text
12" X 6"
AutoCAD SHX Text
12" X 6"
AutoCAD SHX Text
ACCESSIBLE
AutoCAD SHX Text
VAN
AutoCAD SHX Text
RESERVED
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
5'-0" (MIN)
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
PENALTIES
AutoCAD SHX Text
FINES/
AutoCAD SHX Text
*THIS DETAIL SHALL BE FOLLOWED FOR ALL TRAFFIC CONTROL SIGNS ON SITE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
SIGNS BY: GRIMCO, INC. ST. LOUIS, MO 1-314-481-4404 1-800-542-9941 (OR APPROVED EQUAL)
AutoCAD SHX Text
W.W.F REINFORCEMENT
AutoCAD SHX Text
BONDING AGENTS PER
AutoCAD SHX Text
MANUFACTURERS REQUIREMENTS
AutoCAD SHX Text
PAVEMENT SURFACE
AutoCAD SHX Text
CLASS "C"
AutoCAD SHX Text
(NO SCALE)
AutoCAD SHX Text
PORTLAND CEMENT CONCRETE,
AutoCAD SHX Text
1"R
AutoCAD SHX Text
F/C
AutoCAD SHX Text
B/C

BEAN

J CARTER BEAN ARCHITECT4400 NORTH HIGH STREETSUITE 401 COLUMBUS

DRAWING TITLE

DRAWING STATUS

DRAWING NUMBER

BEAN #00000.00

For

COPYRIGHT 2016

ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF

J CARTER BEAN ARCHITECT

AND MAY NOT BE USED, DUPLICATED OR ALTERED

WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT

Medic

al O

ffic

e B

uil

din

g

Triviu

m D

evelo

pm

ent

21

0 N

orth L

azelle Street,

Colu

mbus,

Ohio 4

32

15

PRELIMINARY JULY 01, 2016

JULY 12, 2016

PLANNING COMMISSION OCTOBER 31, 2016

Gro

ve Cit

y,

Ohio 4

31

23

SCALE: 1/8" = 1’-0"

1st FLOOR PLAN A 0 2010

BUILDING1ST FLOOR

PLAN

A-1.1

7’-3 1/4 " 147’-4" 2’-0"

153’-4"

7’-8"

59’-0"

35’-4"

59’-0"

TOTAL BUILDING AREA (GROSS): 40,716 S.F.

1st FLOOR

23,177 S.F.

UP

UP

STAIR #1

STAIR #2BUILDING

SERVICES

ELECTRICAL

ROOM

ELEVATOR

ELEVATOR

BUILDING

LOBBY

161’-0"

27’-4"

133’-8"

A

A-2.1

B

A-2.1

A

A-2.2

B

A-2.2

Staff
Typewritten Text
EXHIBIT G-1

BEAN

J CARTER BEAN ARCHITECT4400 NORTH HIGH STREETSUITE 401 COLUMBUS

DRAWING TITLE

DRAWING STATUS

DRAWING NUMBER

BEAN #00000.00

For

COPYRIGHT 2016

ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF

J CARTER BEAN ARCHITECT

AND MAY NOT BE USED, DUPLICATED OR ALTERED

WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT

Medic

al O

ffic

e B

uil

din

g

Triviu

m D

evelo

pm

ent

21

0 N

orth L

azelle Street,

Colu

mbus,

Ohio 4

32

15

PRELIMINARY JULY 01, 2016

JULY 12, 2016

PLANNING COMMISSION OCTOBER 31, 2016

Gro

ve Cit

y,

Ohio 4

31

23

SCALE: 1/8" = 1’-0"

2nd FLOOR PLAN A 0 2010

BUILDING2ND FLOOR

PLAN

A-1.2

2nd FLOOR

17,539 S.F.

TOTAL BUILDING AREA (GROSS): 40,716 S.F.

DN

DN

ELEVATOR

ELEVATOR

STAIR #1

STAIR #2

ROOF BELOW

OPEN BELOW

112’-3 1/4 " 2’-0"

152’-4 3/4 " 161’-0"

27’-4"

133’-8"

B

A-2.1

A

A-2.2

B

A-2.2

A

A-2.1

Staff
Typewritten Text
EXHIBIT G-2

BEAN

J CARTER BEAN ARCHITECT4400 NORTH HIGH STREETSUITE 401 COLUMBUS

DRAWING TITLE

DRAWING STATUS

DRAWING NUMBER

BEAN #00000.00

For

COPYRIGHT 2016

ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF

J CARTER BEAN ARCHITECT

AND MAY NOT BE USED, DUPLICATED OR ALTERED

WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT

Medic

al O

ffic

e B

uil

din

g

Triviu

m D

evelo

pm

ent

21

0 N

orth L

azelle Street,

Colu

mbus,

Ohio 4

32

15

PRELIMINARY JULY 01, 2016

JULY 12, 2016

PLANNING COMMISSION OCTOBER 31, 2016

Gro

ve Cit

y,

Ohio 4

31

23

6"

8"

SCALE: 3/4" = 1’-0"

PAVEMENT SECTION AT DUMPSTER G

VARIES

FINISH GRADE

ASPHALTIC PAVEMENT

o/ GRANULAR FILL

(SEE CIVIL DRAWINGS)

DUMPSTER WALL

CONSTRUCTION

GRANULAR FILL (SEE

CIVIL DRAWINGS)

SEE PLAN

8" THICK, 4000 PSI CONC.

PAD w/ #4 REBAR AT 12"

O.C. EACH WAY o/ 6"

GRANULAR FILL

6" THICK, 4000 PSI CONC.

PAD w/ 6" x 6" - W1.4 x

W1.4 W.W.F. OVER 6"

GRANULAR FILL.

1/2" EXPANSION

BOARD MATERIAL WITH

SEALANT. TYPICAL.

4’-0"

3’-0"

6"

1’-6"

ROUND TOP OF

CONCRETE

ROUND TOP OF

CONCRETE

CONCRETE PAD

18" DIA. CONCRETE

FOOTING

SCALE: 1/2" = 1’-0"

BOLLARD DETAIL F

6" DIA. x 6’-6"LONG

GALV. STEEL PIPE FILLED w/

CONCRETE. PAINT

w/ PAINT GRIP FINISH.

PT-1

0’-0" A.F.S.

FINISH SLAB

0’-0" A.F.S.

FINISH SLAB

6" CONCRETE FILLED

STEEL BOLLARD (SEE

DETAIL F/A-3.1)

PT-1

MTL-1

PREFINISHED METAL (24 GA.)

COPING

SCALE: 1/4" = 1’-0"

DUMPSTER ENCLOSURE ELEVATION C

SCALE: 1/4" = 1’-0"

DUMPSTER ENCLOSURE ELEVATION D

13’-4"

1’-6"

1’-6"

1’-6" 1’-6"

16’-0"

12’-0"

10"

4"

E

A-3.1

D

A-3.1

C

A-3.1

B

A-3.1

G

A-3.1

8" THIC

K, 4000 P

SI C

ON

C. P

AD

w/ #

4 R

EB

AR A

T 1

2"

O.C. E

AC

H

WA

Y o/ 6"

GR

AN

ULA

R FIL

L.

6" THIC

K, 4000 P

SI C

ON

C. P

AD

w/ 6" x 6" -

W1.4 x W

1.4 W.W.F.

OV

ER 6"

GR

AN

ULA

R

11’-0" CLEAR (MIN)

PT-1

6" CONCRETE FILLED STEEL

BOLLARD (SEE DETAIL F/A-3.1)

DUMPSTER TO BE

PROVIDED AND

INSTALLED BY WASTE

MANAGEMENT

VENDOR. (N.I.C.)

4"x4"x1/4" STEEL TUBE

PT-1

PT-1

1"x6" CEDAR WOOD SLATS

o/ 2"x2"x1/4" GALV. STEEL

ANGLE FRAME

7’-4" A.F.S.

T.O. CMU

7’-4" A.F.S.

T.O. CMU

MTL-1

PREFINISHED METAL (24 GA.)

COPING

2’-0"

10’-0"

2’-0"

3’-4"

SCALE: 1/4" = 1’-0"

DUMPSTER ENCLOSURE ELEVATION B

0’-0" A.F.S.

FINISH SLAB

7’-4" A.F.S.

T.O. CMU

2"x2"x1/4" GALV. STEEL

ANGLE FRAME

PT-1

MTL-1

PREFINISHED METAL (24 GA.)

COPING

PROVIDE GALVANIZED

STEEL PIPE SLEEVE IN

CONCRETE SLAB TO

RECEIVE LATCH PIN.

6" CONCRETE FILLED

STEEL BOLLARD (SEE

DETAIL F/A-3.1)

PT-1

PT-1

1"x6" CEDAR WOOD SLATS

o/ 2"x2"x1/4" GALV. STEEL

ANGLE FRAME

ROUND TOP OF

CONCRETE

0’-0" A.F.S.

FINISH SLAB

6" CONCRETE FILLED

STEEL BOLLARD (SEE

DETAIL F/A-3.1)

PT-1

MTL-1

PREFINISHED METAL (24 GA.)

COPING

SCALE: 1/4" = 1’-0"

DUMPSTER ENCLOSURE ELEVATION E

7’-4" A.F.S.

T.O. CMU

0 105SCALE: 1/4" = 1’-0"

DUMPSTER/GENERATOR ENCLOSURE PLAN A

BR-1

OP

ENIN

G

OPEN

BRICK VENEER o/ 4" NOM.

C.M.U. PROVIDE #6 REBAR

AT 32" O.C., GROUT CORES

SOLID AT VERTICAL

REINFORCING

BR-1

BRICK VENEER o/ 4" NOM.

C.M.U. PROVIDE #6 REBAR

AT 32" O.C., GROUT CORES

SOLID AT VERTICAL

REINFORCING

BR-1

BRICK VENEER o/ 4" NOM.

C.M.U. PROVIDE #6 REBAR

AT 32" O.C., GROUT CORES

SOLID AT VERTICAL

REINFORCING BR-1

BRICK VENEER o/ 4" NOM.

C.M.U. PROVIDE #6 REBAR

AT 32" O.C., GROUT CORES

SOLID AT VERTICAL

REINFORCING BR-1

BRICK VENEER o/ 4" NOM.

C.M.U. PROVIDE #6 REBAR

AT 32" O.C., GROUT CORES

SOLID AT VERTICAL

REINFORCING

A-3.1

DUMPSTERENCLOSURE PLAN,ELEVATIONS, AND

DETAILS

1.)

2.)

3.)

4.)

ALL WOOD BLOCKING TO BE

PRESSURE PRESERVATIVE TREATED.

ALL GALVANIZED STEEL USED IN THE

CONSTRUCTION OF THE DUMPSTER

ENCLOSURE GATES SHALL HAVE A

’PAINT GRIP’ FINISH.

DUMPSTER GENERAL NOTES:

SEE DRAWING A-2.2 FOR EXTERIOR

MATERIAL FINISH KEY

5.) VERIFY ALL DUMPSTER & TRASH

COMPACTOR SIZES/CLEARANCES

PRIOR TO DUMPSTER ENCLOSURE

INSTALLATION.ALL FINISH WOOD TO BE WESTERN

CEDAR. STAIN.

Staff
Typewritten Text
EXHIBIT G-5
Staff
Typewritten Text
EXHIBIT H-1