SP-1 - City of Powell, Ohio - Official Website · 4" concrete slab on compacted granular fill and...

N 87°30'30" W200.00'

N 0

2°24

'00"

E10

0.00

'

S 87°30'30" E

200.00'

S 0

2°24

'00"

W10

0.00

'

24"6"10"

2,8"

8"

12"

X

X

POND

LIN

CO

LN S

TRE

ET

3' PRKG SBCK

5' BLDG SBCK

5' BLDG SBCK

25' B

LDG

SB

CK

15' P

RK

G S

BC

K

3' PRKG SBCK

20' B

LDG

SB

CK

15' P

RK

G S

BC

K

PR WALK

PROPOSED OFFICE BUILDING

PR WALK

PR TRASHCONTAINERW/ ENCLOSURE

WA

LK

PR

WA

LKR

/W

PARKING

P/L

P/L

P/L

13-Stella De Oro Daylily

1-Chinese or Lacebark Elm

1-Chinese or Lacebark Elm

1-Shadblow Serviceberry

14-Hick's Yew

1-Blue Boy Holly

1-Blue Boy Holly

1-Blue Girl Holly

1-Shadblow Serviceberry

annual flowers by ownerannual flowers by owner

bedline

bedline

bedline

bedline

bedline

3-Wintergreen Boxwood


13-Stella De Oro Daylily

23-Big Blue Lilyturf

1-Pink Flowering Dogwood4-Wintergreen Boxwood

43-Hick's Yew

1-Blue Boy Holly


6-Gro-Low Fragrant Sumac

4-Gro-Low Fragrant Sumac

SOD

SOD

SOD SOD

SOD

SOD

SOD

SOD

SIGN

JBA #:

PROJ

ECT:

1505

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J. BURKART

SP-1SHEET:

Elite

Land

Title

Powe

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io 43

065

75 Li

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Stre

et

SCALE: 1"=10'

LANDSCAPE PLAN

CHECKED BY:

DATE:

J. BURKART

1.24.15

REVISIONS:

DRAWING PHASE:

SCHEMATIC

DESIGN DEVELOPMENT

BID SET

PERMIT SET

X CONSTRUCTION DOCUMENT

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LANDSCAPE PLANGENERAL NOTES

1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE AND/OR OWNER 72 HOURS PRIOR TO CONSTRUCTION.

2. EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING.

3. CONTRACTOR TO SATISFACTORY REPAIR ALL DAMAGES TO EXISTING CONDITIONS .

4. ALL PLANT MASSES AND HEDGES ARE TO BE CONTAINED WITHIN A BARK MULCH BED.

5. BED LINE TO BE NO LESS THAN 18" AND NO MORE THAN 24" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING.

6. ALL SHRUBS TO BE A MINIMUM OF 4'-0" FROM PAVEMENT EDGE UNLESS SPECIFICALLY NOTED OTHERWISE.

7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS.

8. FINE GRADE LAWN AREAS TO PROVIDE A SMOOTH AND CONTINUAL GRADE FREE OF IRREGULARITIES OR DEPRESSIONS.

9. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY THE CONSULTANT TO ADJUST TREE LOCATIONS.

10. MULCH TO BE TRIPLE PROCESSED HARDWOOD BARK MULCH. MULCH TO BE BROWN IN COLOR. SUBMIT SAMPLE TO CONSULTANT FOR FINAL APPROVAL.

S•Details®© version 2010

Plant Materials ListQuantity Common Name Botanical Name Size Root / Remarks

Deciduous Trees2 Chinese or Lacebark Elm Ulmus parvifolia 2.0" Cal. B&B

Ornamental Trees2 Shadblow Serviceberry Amelanchier canadensis 8' Multi-stem B&B1 Pink Flowering Dogwood Cornus florida var. rubra 2.0" Cal.. B&B

Evergreen Trees57 Hick's Yew Taxus x media 'Hicksii' 30" Ht. Cont.

Deciduous/Evergreen Shrubs3 Blue Boy Holly Ilex x meserveae 'Blue Boy' 24" Cont. 1 Blue Girl Holly Ilex x meserveae 'Blue Girl' 24" Cont.

17 Wintergreen Boxwood Buxus microphylla 'Wintergreen' 24" Cont. 10 Gro-Low Fragrant Sumac Rhus aromatica 'Gro-Low' 18" to 24" Sp. Cont.

Perennials26 Stella De Oro Daylily Hemoerocallis 'Stella De Oro' 1 Gal. Cont.

Notes: Plant material size refers to Height unless otherwise noted.

RUBBER HOSE & 12 GA. WIRE OR CHAIN LOCK ADJUSTABLE PVC STAKE STRAP

DRIVE STAKE 18" BEYOND TREE PIT BALL DIAMETER TO COMPLY WITH

MIN. GUIDELINES AS SET FORTH BY THE AMERICAN STANDARDS FOR NURSERY STOCK LATEST EDITION

NEVER CUT MAIN LEADER

TREE WRAP (FALL SEASON ONLY IN THOSE AREAS SUBJECT TO FREEZING TEMPERATURES)

REMOVE TOP 1/3 OF BURLAP & TWINE

MULCH FORMED IN CIRCULAR SAUCER

FINISH GRADE

PLANTING MIXTURE(EXCAVATED MATERIAL FROM TREE PIT IS NOT TO BE USED AS PART OF PLANTING MIXTURE WITHOUT WRITTEN PERMISSION OF THE CONSULTANT.)

SCARIFY 4" DEEPAND RECOMPACT

FIRM WELL PROPORTIONED BALL. CRACKED OR MUSHROOMED BALLS ARE NOT ACCEPTABLE

Copyright SITESPEC Handbook Version ll 1991

DETAIL: DECIDUOUS TREE STAKINGSCALE : NONE

12' 12'

2" X 2" WOOD STAKE

COVER TOP OF BALL WITHPLANTING MIXTURE. DO NOT COVER TRUNK

3"GENERAL NOTES:1.) PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS.2.) PROVIDE FIRM WELL PROPORTIONED BALL. CRACKED OR MUSHROOMED BALLS ARE NOT ACCEPTABLE.3.) THE 1ST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED PRIOR TO DIGGING. DIG PLANTS SO THAT BURLAP RESTS ON NO MORE THAN 1" OF SOIL ABOVE 1ST ORDER LATERAL ROOTS.

EDGE

OF

PAVE

MENT

EDGE

OF

BED

12" MIN.

S•Details®©

12" MIN.

DETAIL: PERENNIAL PLANTINGSCALE: NONE

B18

NOTES1. PRIOR TO PLANTING PERENNIALS, THE BED IS TO BE SMOOTH

WITHOUT DIPS OR RIDGES. AFTER PLANTING THE PERENNIALS, RAKE THE BED SURFACE SMOOTH PRIOR TO MULCHING.

2. VERTICALLY CUT THE PERIMETER ROOTS AROUND THE CIRCUMFERENCE WITH A KNIFE FOR ALL CONTAINER ROOT BOUND PLANTS PRIOR TO PLANTING.

3. SPACE PLANTS PER PLAN.

8" THK. PRE-MIXED PLANTING SOIL

2" THK. MULCH

FINISH GRADE

REMOVE TOP 1/3OF BURLAP INCLUDING TWINE OF BALLED AND BURLAP PLANTS. REMOVECOMPLETE CONTAINER OR PEAT POT FOR CONTAINER GROWN OR POTTED PLANTS. SCARIFY PERIMETER ROOTS OF CONTAINER ROOT BOUND PLANTS.

EDGE

OF

PAVE

MENT

EDGE

OF

BED

MULCH

FINISH GRADE

4'-0" MIN. SPACING SEE PLAN

18" MIN.

6" MIN. 6" MIN.

GENERAL NOTES:1.) PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS.2.) PROVIDE FIRM WELL PROPORTIONED BALL. CRACKED OR MUSHROOMED BALLS ARE NOT ACCEPTABLE.3.) THE 1ST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED PRIOR TO DIGGING. DIG PLANTS SO THAT BURLAP RESTS ON NO MORE THAN 1" OF SOIL ABOVE 1ST ORDER LATERAL ROOTS.

DETAIL: SHRUB PLANTINGSCALE : NONE

SPREAD18" MIN.

S•Details®©

SOIL BACKFILL

0

0

2.24.15

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# DATE ISSUED WITH: CHANGE DESCRIPTION

SBA STUDIOS PROJECT # 2014-391

PRELIMINARY

DATE: 02.23.2015

SHEET # / DESCRIPTION

ELITE LAND TITLE

NEW OFFICES

SCOTT D. BAKER, LICENSE #14654

EXPIRATION DATE 12/31/2015

SCOTT D.

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NBASEMENT PLAN

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

A1-0

1 BASEMENT PLAN

FOUNDATION CODED NOTES

1.

2.

3.

4.

5.

4" CONCRETE SLAB ON COMPACTED GRANULAR FILL AND VAPOR

BARRIER. PROVIDE SYNTHETIC FIBER REINFORCING.

8" CMU FOUNDATION WALL

16"x8" CONCRETE FOOTING W/ (2) #5 CONTINUOUS

SAWCUT CONTROL JOINT

HOLD DOWN CMU WALL THIS LOCATION, POUR SLAB THROUGH.

5'-0" 29'-4" 34'-6" 14'-2"

34

'-0

"2

'-0

"

83'-0"

5'-0" 29'-4" 22'-0" 12'-6" 14'-2"

3'-0

"3

'-0

"

3'-0

"3

'-0

"1

2'-0

"1

0'-0

"1

2'-0

"2

'-0

"

42

'-0

"

83'-0"

42

'-0

"

3'-0

"

26'-8"

1

A2-1

2

A2-1

2

A2-2

1

A2-2

14

'-8

"1

4'-8

"3

'-4

"

2'-0" 6'-4" 18'-4"

23

'-8

"3

'-4

"5

'-8

"

1

2

6'-4"

1

3

1

5

5

5

4

10

'-0

"

10'-0"

TYP

TY

P

3'-0

"

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PRELIMINARY

DATE: 02.23.2015


ELITE LAND TITLE

NEW OFFICES



SCOTT D.

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2,787 S.F.

FLOOR PLAN

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

A1-1

1 FLOOR PLAN

BREAK ROOM

11'-0" x 14'-6"

MEN

WOMEN

RECEPTION

12'-10" x 12'-1"

EXEC. OFFICE

18'-0" x 13'-1"

OFFICE

11'-8" x 10'-1"

OFFICE

11'-7" x 12'-1"

OFFICE

11'-7" x 12'-1"

OFFICE

11'-8" x 12'-1"

MECH

10'-3" x 4'-11"

COPIER / FAX

15'-6" x 10'-2"

CONFERENCE

20'-0" x 13'-10"

SERVER

11'-0" x 5'-9"

WAITING

13'-6" x 12'-1"

HALL

ADMIN.

OFFICE

10'-9" x 12'-2"

EXEC. OFFICE

18'-0 x 13'-2"

CO

AT

S

COV ENTRY

CO

V E

NT

RY

ELEC PNL

ELEC METER

1

A2-1

2

A2-1

2

A2-2

1

A2-2

5'-0" 6'-8" 8'-0" 8'-0" 6'-8" 10'-6" 11'-6" 4'-6" 8'-0" 14'-2"

7"

1'-4" 17'-2" 1'-4" 12'-2" 1'-4"

7"

7"

2'-5

"

3'-0

"3

'-0

"6

'-0

"6

'-0

"5

'-0

"5

'-0

"6

'-0

"6

'-0

"2

'-0

"

3'-0

"3

'-0

"1

2'-0

"1

0'-0

"1

2'-0

"2

'-0

"

42

'-0

"

5'-0" 29'-4" 22'-0" 12'-6" 14'-2"

83'-0"

7"

5'-5

"

3'-0

"3

'-0

"8

'-0

"9

'-0

"9

'-0

"8

'-0

"2

'-0

"

3'-0

"3

'-0

"3

4'-0

"2

'-0

"

42

'-0

"

5'-0" 6'-8" 8'-0" 8'-0" 6'-8" 7'-3" 10'-0" 10'-0" 7'-3" 7'-1" 7'-1"

5'-0" 29'-4" 34'-6" 14'-2"

83'-0"

2015 S

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PRELIMINARY

DATE: 02.23.2015


ELITE LAND TITLE

NEW OFFICES



SCOTT D.

BAKER

14654

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NROOF PLAN

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

A1-2

1 ROOF PLAN

9:12 9:12

9:1

29

:1

2

9:1

29

:1

2

9:1

29

:1

2

GIRDER TRUSS

ALL DOORS SHALL BE 6" FROM ADJACENT WALL OR CENTERED

IN WALL UNLESS NOTED OTHERWISE.

ALL INTERIOR STUD WALLS TO BE 2x4 STUDS @ 16" O.C. UNLESS

NOTED OTHERWISE.

ALL DIMENSIONS TO INTERIOR WALLS ARE TO FACE OF STUD.

ALL DIMENSIONS TO OUTSIDE FACE OF EXTERIOR WALLS ARE

TO FACE OF SHEATHING. ALL DIMENSIONS TO INSIDE FACE OF

EXTERIOR WALL ARE TO FACE OF STUD.

A READILY ACCESSIBLE ATTIC ACCESS FRAMED OPENING, NOT

LESS THAN 22"x30", SHALL BE PROVIDED TO ANY ATTIC AREA

HAVING A CLEAR HEIGHT OVER 30".

STUDS SHALL BE ONE PIECE FULL HEIGHT. PROVIDE A MINIMUM

OF (2) STUDS AT EACH SIDE OF ALL OPENINGS (1) KING STUD &

(1) JACK STUD.

ALL BEDROOM WINDOWS SHALL MEET CODE REQUIREMENTS

FOR EGRESS. EGRESS CLEAR OPENINGS ON GRADE FLOOR

SHALL BE A MINIMUM OF 5.0 SQUARE FEET. EGRESS CLEAR

OPENINGS ON ALL OTHER FLOORS SHALL BE A MINIMUM OF 5.7

SQUARE FEET.

EGRESS WINDOWS TO HAVE A MINIMUM CLEAR HEIGHT OF 24"

AND A MINIMUM CLEAR OPENING WIDTH OF 20". SILL HEIGHT

SHALL NOT EXCEED 44" ABOVE THE FINISH FLOOR.

ALL ANGLED WALLS ARE 45 DEGREES U.N.O.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL

APPLICABLE CODES AND REGULATIONS.

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS

AT SITE BEFORE BEGINNING CONSTRUCTION. ANY

DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE

ARCHITECT IN WRITING FOR JUSTIFICATION AND / OR

CORRECTION BEFORE PROCEEDING WITH WORK.

CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS

THAT ARE NOT REPORTED.

ALL DIMENSIONS SHALL BE READ OR CALCULATED AND NEVER

SCALED.

CONTRACTOR SHALL ENSURE COMPATIBILITY OF THE BUILDING

WITH ALL SITE REQUIREMENTS.

ALL WOOD IN LOCATIONS SUBJECT TO TERMITE DECAY SHALL

BE PRESSURE TREATED (CCA) OR BE OF AN APPROVED DECAY

RESISTANT SPECIES. THIS INCLUDES, BUT NOT LIMITED TO, ALL

EXTERIOR DECKS, SILLS AND SLEEPERS ON CONCRETE,

MASONRY, OR IN DIRECT CONTACT WITH THE GROUND.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

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PRELIMINARY

DATE: 02.23.2015


FLOOR PLAN NOTES

ELITE LAND TITLE

NEW OFFICES



SCOTT D.

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NOPTIONAL PATIO

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

A1-3

7 FOUNDATION PLAN

8 EAST ELEVATION

1 PATIO & FIREPLACE PLAN VIEW

10 DUMPSTER POST FDN.

3 WEST ELEVATION

4 NORTH ELEVATION5 SOUTH ELEVATION6 DUMPSTER SCREENING PLAN9 DUMPSTER SCREENING ELEV.

PATIO

25'-0" x 34'-0"

23'-0" 2'-0"

30

'-0

"2

'-0

"2

'-0

"

GATE

PERFECT OUTDOOR

FIREPLACE 3 SCREEN UNIT

23'-0" 2'-0"

2'-0

"3

0'-0

"2

'-0

"

23'-0" 2'-0"

LIMESTONE

CAP

BRICK HEARTH

3'-0

"

1'-8"

LIMESTONE

CAP

BRICK HEARTH

1'-8"

3'-0

"

ALUMINIUM

FENCING

LIMESTONE

CAP

3'-0

"

PERFECT OUTDOOR


3'-0

"

ALUMINUM

FENCING

LIMESTONE

CAP

FIREBOX

PERFECT OUTDOOR


9'-6"

4'-9

"4

'-8

"

9'-5

"

2'-0" 2'-0"

9'-2"

C

L

C

L

C

L

C

L

C

L

C

L

DUMPSTER

1x4 WOOD FENCING SLATS SPACED @ 4 1/2"

O.C. PAINTED ON STEEL FRAME, INSTALL

LATCH HARDWARE & CASTERS @ DOOR

BASE. PROVIDE (3) HEAVY DUTY EXTERIOR

GRADE STRAP HINGES PER DOOR. FRAME

OF DOORS TO BE 3"x3"x1/4" STEEL ANGLE

WELDED (1/4" WELD MIN.) ALL CORNERS W/

3"x3"x1/4" STEEL ANGLE DIAGONAL CROSS

BRACING WELDED TO STEEL FRAME. WELD

TOP AND BOTTOM STEEL ANGLE OF FRAME

TO STEEL TUBE ATTACHED TO HINGES

INSTALL 1/2" DIA., 18" LONG, METAL ROD

GATE LATCH. INSTALL 3/4" x 6" HOLE INTO

CONCRETE @ BOTH OPEN AND CLOSED

POSITIONS TO RECEIVE LATCH ROD

18"x24"x36" DEEP CONC. FTG.

4x4 P.T. WOOD POST ON 12"

DIA. x 36" CONCRETE FOOTING

CONTROL JOINT

1x4 WOOD FENCING SLATS SPACED

@ 4 1/2" O.C. PAINTED, TYP.

CONC. FILLED 6" DIA. BOLLARD,

TYP. PAINT TO MATCH BUILDING

4'-7" 4'-7"

8'-0

"

4"

3"x3"x1/4" STEEL

ANGLE FRAME

GATE STRAP HINGE,

(3) PER DOOR

CONC. FILLED 6" DIA.

BOLLARD, TYP. PAINT TO

MATCH BUILDING

4" GATE CASTER

1/2" DIA., 18" LONG METAL

ROD GATE LATCH

9'-6"

C

L

C

L

1x4 WOOD FENCING

SLATS SPACED @ 4 1/2"

O.C. PAINTED, TYP.

EQ

8'-0

"3

'-0

"

2'-4

"

EQ

4"

12" DIA. x 36"

CONCRETE FOOTING

CONCRETE PAVING

EXPANSION JOINT, TYP.

WOOD WRAPPED P.T.

4x4 POST

1x4 WOOD FENCING

SLATS SPACED @ 4 1/2"

O.C. PAINTED, TYP.

2015 S

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PRELIMINARY

DATE: 02.23.2015


ELITE LAND TITLE

NEW OFFICES



SCOTT D.

BAKER

14654

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NEXTERIOR ELEVATIONS

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

A2-1

1 NORTH ELEVATION

2 SOUTH ELEVATION

ELEVATION MATERIAL LEGEND

DIMENSIONAL SHINGLES TO BE

VARIGATED GRAYS

CULTURED STONE

CULTURED STONE

WATER TABLE

TYPICAL BRACKET DETAIL

HARDIE-SIDING

STANDING SEAM METAL ROOF

BOARD & BATTEN SIDING

TRUSS BEARING

WINDOW HEAD

EL = 7'-4" A.F.F.

FINISH FLOOR

9'-1

1

/8

"

24

'-3

"

5" OGEE GUTTERS

12

9

UNDER SOFFIT LIGHTING

DOWNSPOUTS, TYP.

3050 3050 3050 3050 30503050 3050 3050

18"x30" LOUVERED

VENT, TYP.

CONT. RIDGE VENT CONT. RIDGE VENT

6" SMART TRIM CORNER

BOARDS, TYP.

8" SMART TRIM

FASCIA, TYP.

8" SMART TRIM FRIEZE

BOARDS, TYP.

ROOF PENETRATIONS NOT

PERMITTED ON NORTH ELEVATION

COACH LIGHT, TYP


TRUSS BEARING

WINDOW HEAD

EL = 7'-4" A.F.F.

FINISH FLOOR

9'-1

1

/8

"

5" OGEE GUTTERS

ALUMINUM

FENCING


3050

CONT. RIDGE VENT CONT. RIDGE VENT


BOARDS, TYP.

8" SMART TRIM

FASCIA, TYP.


BOARDS, TYP.

3050 3050 3050 305030503050

ROOF PENETRATIONS MUST BE

PAINTED TO MATCH ROOF COLOR

4"x4" BRACKET, PAINTED

8" SMART TRIM

FASCIA, TYP.

8" SMART TRIM

FRIEZE BOARDS, TYP.

5" OGEE

GUTTERS

6"x6"x5/4" BOARD,

PAINTED

HARDIE SIDING

1'-0

"

2015 S

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PRELIMINARY

DATE: 02.23.2015


ELITE LAND TITLE

NEW OFFICES



SCOTT D.

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14654

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NEXTERIOR ELEVATIONS

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

A2-2

1 EAST ELEVATION

2 WEST ELEVATION

TYPICAL COLUMN DETAIL

ELEVATION MATERIAL LEGEND

DIMENSIONAL SHINGLES TO BE

VARIGATED GRAYS

CULTURED STONE

CULTURED STONE

WATER TABLE

HARDIE-SIDING

STANDING SEAM METAL ROOF

BOARD & BATTEN SIDING

TRUSS BEARING

WINDOW HEAD

EL = 7'-6" A.F.F.

FINISH FLOOR

9'-1

1

/8

"

12

9


CONT. RIDGE VENT

3050


BOARDS, TYP.

8" SMART TRIM

FASCIA, TYP.


BOARDS, TYP.

3050

TRUSS BEARING

WINDOW HEAD

EL = 7'-6" A.F.F.

FINISH FLOOR

9'-1

1

/8

"

12

9

5" OGEE GUTTERS

DOWNSPOUTS, TYP.


CONT. RIDGE VENT

30403040


BOARDS, TYP.

8" SMART TRIM

FASCIA, TYP.


BOARDS, TYP.

COACH LIGHT, TYP

WOOD TRIM AROUND

STRUCTURAL COLUMN

FRIEZE BOARD, MATCH

WIDTH OF BREAST

BEAM TO COLUMN

SHAFT BELOW

P.T. POST FULL HEIGHT,

SEE PLAN

GRADE, COORD

IN FIELD

CONC. FOOTING,

SEE PLAN

10"

11 1/2"

1'-6"

Date post:	28-Apr-2018
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SP-1 - City of Powell, Ohio - Official Website · 4" concrete slab on compacted granular fill and...

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