Date: 12/26/2018 167° 44' - 6 Land Use: MERCHANDIZING ... · mtdb llc 7358 mclaughlin road lot 5...

S

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10' UTILTIY & DRAINAGE EASEMENT

30' C

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DP 2

1

5,912 SF

RETAIL CENTER

14

' - 0

"

26' - 4"18' - 0"

6' - 6 3/4" 18' - 0"

4' - 6

"6

' - 0

".5

0'-0

"6

' - 0

"

124' - 10"

5'-0"

Land Use: MERCHANDIZING

Improvements: NEIGHBORHOOD SHOPPING CTR.

MTDB LLC

7358 MCLAUGHLIN ROAD

LOT 5 BECKETT @ WOODMEN HILLS

FIL NO.1 ZONE:PBC

Land Use: SPECIAL PURPOSE

Improvements: SERVICE GARAGE

SA MANAGEMENT LLC



FIL NO.2 ZONE:PBC

Land Use: CODE 200

PAHK, CHUN



FIL NO. 3

Land Use: SPECIAL USE

Improvements: RESTAURANT

KLEIN, EDWARD A.


LOT 5A BECKETT @ WOODMEN HILLS

FIL NO. 3

Land Use: SPECIAL USE

Improvements: RESTAURANT

KLEIN, EDWARD A.


LOT 5A BECKETT @ WOODMEN HILLS

FIL NO. 3


Improvements: FAST FOOD RESTAURANT

HARMAN CAFES EMPLOYEE PROFIT

SHARING TRUST



FIL NO.1


Improvements: DISCOUNT STORE

CF NET LEASE PORTFOLIO I DST



FIL NO.1

1

5

'

-

3

1

/

4

"

1

0

'

-

2

"

81' - 0"27' - 9"8' - 11"

1

0

' U

T

IL

IT

Y

E

A

S

E

M

E

N

T

10' UTILITY EASEMENT

1

3

3

4

1

1

6

1

2

3

CONCRETE SIDEWALK, SEE PLAN FOR WIDTH

LANDSCAPED AREA

CONCRETE CURB/GUTTER

2

2

DUMPSTER

2

7

DP 2

4

8

10

10

DP 2

6

DP 23

50

' - 0

"

9' - 0

"

4

2

'

-

0

"

9

8

12 BIKE RACK

11

9

2

2

2

3

2

9

11

22

12

3

9' - 6

"

5

5

3

0

'

-

0

"

13 EXISTING ELECTRICAL TRANSFORMER

T

T

10

' - 8

"

2

4

'

-

0

"

14

14 CONCRETE DRAINAGE CHASE

18

' - 0

"

1

5

'

-

0

"

15

15

15

15

16

13

1

9 10 11 12 13

17

18

18

21

20

20

1

9

17

17

1

0

'

-

5

"

9' - 7"

44' - 6"

1

0

'

-

0

"

7

2

'

-

7

"

33'-9"

3

0

'

-

0

"

1

0

' -

0

"

2

7

'

-

0

"

108'-0"

22' - 0"

R

6

'

-

1

"

R

5

'

-

6

"

R

5

'

-

2

"

R

1

0

'

-

1

1

"

R

3

' - 0

"

R 2

' - 1"

50' - 4"

167°

1

0

' - 2

"

R

6

9

'

-

1

"

2

4

'

-

0

"

8

'

-

0

"

1

1

'

-

0

"

3

0

'

-

0

"

5

'

-

0

"

R

5

' - 8

"

1

19

19

5

'

-

0

"

5

'

-

0

"

20

20

20

1

1

1

13

DP 2

DP 2

14

PROJECT DATA:

ADDRESS: 7368 MCLAUGHLIN RD, PEYTON, CO 80831

LEGAL DESRIPTION: LOT 2 BECKETT AT WOODMEN HILLS FIL NO 3

PLAT NO: 11483

PARCEL NUMBER: 4307202031

ZONING: CR (COMMERCIAL REGIONAL)

LOT SIZE: 37,482 SF

CURRENT USE: VACANT

PROJECT NAME: SHOPS AT MCLAUGHLIN II

BUILDING INFORMATION:

BUILDING AREA: 5,912 SF

OCCUPANCY TYPE: GENERAL RETAIL

CONSTRUCTION TYPE: IIB

FIRE SYSTEMS: N/A

SEPARATION WALLS: NONE

ZONING CODE STUDY:

BUILDING TYPE: RETAIL

USE & OCCUPANCIES: RETAIL, GENERAL

ROADWAY LANDSCAPING: 10' DEEP / NON-ARTERIAL ROADWAY

INTERIOR LANDSCAPE COVERAGE: MINIMUM 5%/1,407 SF ACTUAL 2,796 SF

BUILDING HEIGHT: MAXIMUM 45' ACTUAL 22'-0"

FRONT SETBACK: 50'

SIDE SETBACK: 25'

REAR SETBACK: N/A

BUILDING DEPARTMENT WITH JURISDICTION:

PIKES PEAK REGIONAL BUILDING DEPT.

REQUIRED PARKING SPACES:

STANDARD PARKING: 1 SPACE PER 250 SF OF BUILDING

REQUIRED: 24 ACTUAL: 24

DISABLED PARKING: 1 SPACE, VAN ACCESSIBLE

REQUIRED: 1 ACTUAL: 1

1

2

3

4

5

6

CONCRETE SIDEWALK, SEE PLAN FOR WIDTH

LANDSCAPED AREA

CONCRETE CURB/GUTTER

LOADING AREA 14'W x 18'D

ASPHALT PAVING

8x8x16 CMU DUMPSTER ENCLOSURE

7 CONCRETE FILLED BOLLARD

9

10

12

EXISTING CONCRETE CURB/GUTTER

REMOVE CURB/GUTTER, INSTALL NEW CONCRETE DRIVE PAN

BIKE RACK

13 EXISTING ELECTRICAL TRANSFORMER

14 CONCRETE DRAINAGE CHASE

8 EXISTING FIRE HYDRANT

15 PARKING LOT LIGHTING

16 CONCRETE APRON

17 STOP SIGN

18 NEW ELECTRICAL TRANSFORMER

19 ADA ACCESSIBLE ROUTE

20 ADA RAMP PER EL PASO COUNTY STANDARDS

21 EXISTING PARKING LOT LIGHT

11 EXISTING MANHOLE

22 CONCRETE DRAIN CHANNEL

CHECKED

DRAWN BY

DATE

CO

NSTRU

CTIO

N IN

C.

GEN

ERAL CO

NTRACTO

R

T-B

ON

E

(7

19

) 5

70

-1

45

6C

OL

OR

AD

O S

PR

IN

GS

, C

O 8

09

15

13

10

F

OR

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TR

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T

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Consultants @

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PLAN

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SHOPS AT MCLAUGHLIN II

7368 McLaughlin Road, Peyton CO 80831

DEVELOPMENT PLAN

VICINITY MAP

FILE #SIGNATURES:

DEVELOPMENT APPLICANT:

Applicant Name: James A. Childs, AIA

Company: T-Bone Construction

1310 Ford St.

Colorado Springs 80915

Phone: 719-570-1456

Email: [email protected]

1" = 20'-0"DP 1

1

SITE PLAN

PROJECT SITE

Lot 2 Beckett at Woodmen Hills FIL No 3

NOTE:

THE PARTIES RESPONSIBLE FOR THIS PLAN HAVE FAMILIARIZED THEMSELVES WITH ALL CURRENT

ACCESSIBILITY CRITERIA AND SPECIFICATIONS AND THE PROPOSED PLAN REFLECTS ALL SITE ELEMENTS

REQUIRED BY THE APPLICABLE ADA DESIGN STANDARDS AND GUIDELINES AS PUBLISHED BY THE UNITED

STATES DEPARTMENT OF JUSTICE. APPROVAL OF THE PLAN BY EL PASO COUNTY DOES NOT ASSURE

COMPLIANCE WITH THE ADA OR ANY REGULATIONS OR GUIDELINES ENACTED OR PROMULGATED UNDER

OR WITH RESPECT TO SUCH LAWS.

PCD FILE NO. PPR-17-055

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SHEET # SHEET NAME

DP 1 1 of 10 SITE PLAN

DP 2 2 of 10 SITE DETAILS

DP 3 3 of 10 ELEVATIONS

DP 4 4 of 10 ELEVATIONS

DP 5 5 of 10 FLOOR PLAN

DP 6 6 of 10 PHOTOMETRIC PLAN

L 1.0 7 of 10 LANDSCAPE PLAN

L 2.0 8 of 10 LANDSCAPE DETAILS

C 1 9 of 10 UTILITY PLAN

C 2 10 of 10 GRADING AND EROSION PLAN

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01

8

By:Craig Dossey, Executive Director

Date: 12/26/2018

El Paso County Planning & Community Development

Approved

8" SPLIT FACE CMU,GROUT SOLID

1/2" EXP JT MAT. W/SEALANT

8" CMU BOND BEAM,GROUT SOLID

CONCRETE PAVINGOR FIN. GRADE ASOCCURS

#5 VERTICAL REBAR

CONCRETE CAP

#5 VERTICAL REBAR

HORIZONTALLADDERREINFORCING @ 16"O.C.

MONOLITHICCONCRETETHICKENED SLAB

4"

6' - 0"

3 1

/2"

8

' - 0

"

1

2

' - 0

"

1

' - 0

"

8

"

8"x8"x16" SPLIT FACE CMU

WALL W/ CONC. CAP

6" DIA. CONCRETE

FILLED BOLLARD, PAINT

8

"

1

' - 4

"

9

' - 4

"

1

' - 4

"

DUMPSTER

SLOPE

1" PER 1'-0"

MAX

6'-3"6'-0"6'-3"

SLOPE

1" PER 1'-0"

MAX

9'-0" 9'-0"

18'-0"

BOTTOM LANDING

SLO

PE

1 : 48

ADA PARKING SIGN

CONCRETE

SIDEWALK

CONCRETE

CURB/GUTTER

FACE OF BUILDING

2" STRIPING, TYPICAL

STRIPED ADA

ACCESS SPACE

ADA PARKING

SYMBOL

SPLIT-FACE CMU

ENCLOSURE WALL

W/ CONC. CAP

METAL GATE - STEEL

ANGLE FRAME W/ STEEL

DECK PANEL, 6'-0" TALL

6" DIA. CONCRETE

FILLED BOLLARD,

PAINT

6" DIA. CONCRETE

FILLED BOLLARD,

PAINT

3"

6' - 0"

6" DIA. CONCRETE

FILLED BOLLARD,

PAINT

8x8x16 SPLIT

FACE CMU

CONCRETE CAP

3"

6' - 0

"

6' - 3

"

6"

3' - 6

"

2" DIA. STEEL

PIPE BIKE

RACK

CONCRETE

SIDEWALK

8"17

' - 0"

2' - 4

"

20' -

0"

6"

4' - 2

"3'

- 6"

1' - 6"

7' - 8

"

1" GROUT DOME

6" DIA. SCH. 20GALV. STL PIPEBOLLARD- FILL WITHNON SHRINKGROUT, ROUND TOPAND PAINT

1/2" EXP JT MAT. W/SEALANT

6 3/4"

18" DIA. CONCRETE PIER

CONC. PAVING OR ASPHALT

CONCRETE CHASELANDSCAPED AREA,BEYOND

LANDSCAPED AREA,BEYOND

COMPACTEDSOIL, PER SOILSREPORTSPECIFICATIONS

3' - 0"

2' - 0"

6"6"

11"

FINISH FLOOR

0' - 0"

5' - 0"

1' - 6"

1' - 0"

6

'

-

0

"

S

L

O

P

E

1

2

:

1

M

A

X

ASPHALT

CONCRETE CROSS PAN

EXISTING CURB / GUTTER

DETECTABLE WARNING

NEW CURB / GUTTER

CONCRETE SIDEWALK

3/4" = 1'-0"DP 2

2

TRASH ENCLOSURE WALL SECTION

CHECKED

DRAWN BY

DATE

CO

NSTRU

CTIO

N IN

C.

GEN

ERAL CO

NTRACTO

R

T-B

ON

E

(7

19

) 5

70

-1

45

6C

OL

OR

AD

O S

PR

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09

15

13

10

F

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Consultants @

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DETAILS

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3/8" = 1'-0"DP 2

1

TRASH ENCLOSURE DETAIL PLAN 1/4" = 1'-0"DP 2

4

ADA PARKING & RAMP DETAIL

3/8" = 1'-0"DP 2

6

FRONT ELEVATION TRASH ENCLOSURE 3/8" = 1'-0"DP 2

3

SIDE ELEVATION TRASH ENCLOSURE

1/2" = 1'-0"DP 2

11

BIKE RACK ELEVATION

3/8" = 1'-0"DP 2

10

LIGHTING DETAIL

1/2" = 1'-0"DP 2

5

BOLLARD DETAIL

1" = 1'-0"DP 2

7

SITE-CONCRETE CHASE

NOT TO SCALEDP 2

8

SITE-CURB/GUTTER @ SIDEWALK

NOT TO SCALEDP 2

9

ACCESSIBLE RAMP DETAIL

NOT TO SCALEDP 2

12

CROSS PAN DETAIL

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ELEVATION AT ADA PARKING SIGN

1/8" = 1'-0"DP 2

14

DETAIL AT SIDEWALK RAMP

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FINISH FLOOR

0' - 0"

T.O. PARAPET CAP

16' - 1 1/2"

F E D C B

-0' - 6"

19' - 11"

STOREFRONT

WINDOW SYSTEM

28' - 6"27' - 0"26' - 6"27' - 3"

STUCCO FINISH

ADA RAMPS, 1:12 SLOPE

130A 120A 110A 100A

STUCCO PARAPET CAP DETAIL

STUCCO FINISH

CURVED DECORATIVE

AWNING

STOREFRONT WINDOW SYSTEM


STUCCO FINISH

CURVED

DECORATIVE

AWNING


CURVED DECORATIVE

AWNING

STOREFRONT

WINDOW SYSTEM

STOREFRONT

WINDOW SYSTEM

POURED CONCRETE

SIDEWALK

FUTURE TENANT SIGNAGE

+/- 24 SQ FT


+/- 24 SQ FT


+/- 24 SQ FT


+/- 24 SQ FT

A

8' - 6

"

WALL MOUNTED

LIGHT FIXTURE,

TYP. SEE ELECT.

0' - 0"

FINISH FLOOR

0' - 0"

T.O. PARAPET CAP

16' - 1 1/2"

T.O. PARAPET CAP

16' - 1 1/2"

FEDCB

100B 140A 120B 130B110B

ROOF DRAIN COLLECTOR HEAD AND

OPEN-FACE DOWNSPOUT, TYP.

WALL MOUNTED LIGHT

FIXTURE, FULLY SHIELDED

HOLLOW METAL DOOR,

W/ METAL FRAME, TYP.,

PAINT

BACK OF PARAPET BEYOND

CONCRETE

SIDEWALK

17' - 11"

8" SMOOTH FACE

CMU, PAINT

SMOOTH FACE

CMU, PAINT

RTU, TYPE/SIZE/LOCATION TBD


RTU, TYPE/SIZE/LOCATION

TBD

EMERGENCY

OVERFLOW

SCUPPER, (TYP.)


PREFINISHED

METAL PARAPET

CAP

3'-0" X 7'-0" H.M. DOOR & H.M. FRAME, (TYP.) DOWNSPOUTS DIRECTED BELOW GRADE TO STORM DRAIN, (TYP.)

ELEVATION AT ANGLE

FROM THIS POINT

28' - 6" 27' - 0" 26' - 6" 27' - 3"

9' - 0"

CHECKED

DRAWN BY

DATE

CO

NSTRU

CTIO

N IN

C.

GEN

ERAL CO

NTRACTO

R

T-B

ON

E

(7

19

) 5

70

-1

45

6C

OL

OR

AD

O S

PR

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09

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ELEVATIONS

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3/16" = 1'-0"DP 3

1

DEV PLAN NORTH

3/16" = 1'-0"DP 3

2

DEV PLAN SOUTH

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FINISH FLOOR0' - 0"

T.O. PARAPET CAP16' - 1 1/2"

12

16

' -

1 1

/2"

ROOF SCUPPER ANDDOWNSPOUT, TYP.

8' X 8' OVERHEADCOILING DOOR

2' - 7 1/4"12' - 0"32' - 8 1/2"2' - 8"

STOREFRONTWINDOWSYSTEM

SPLIT-FACE CMU WALL 8X8X16

STUCCO PARAPETCAP DETAIL

STUCCO BAND,PAINT

8' -

8"

7' -

5 1

/2"

3' - 9"

19' - 11"RTU, TYPE/SIZE/LOCATION

TBD

CURVED DECORATIVE AWNING

PARAPET, BEYOND

WALL MOUNTED LIGHT FIXTURE,

FULLY SHIELDED, TYP. SEE ELECT.

12' - 4" 16' - 7 1/4"21' - 2"

9' -

0"

FINISH FLOOR0' - 0"



STOREFRONTWINDOW SYSTEM

STUCCO PARAPETCAP DETAIL (FRONT)

PARAPETBEYOND

8" SPLIT-FACE CMU WALL 8x8x16, PAINT

2' STUCCO BAND, PAINT

ROOF SCUPPER AND DOWNSPOUT, TYP.

WALL MOUNTED LIGHT FIXTURE, FULLY SHIELDED, TYP. SEE ELECT.

100B 110B140A 120B 130B

16

' -

1 1

/2"

BIKE RACK

19' - 11"14' - 0"

EMERGENCY OVERFLOWSCUPPER, TYP.

POURED CONCRETESIDEWALK

CURVED DECORATIVE AWNING, BEYOND

PREFINISHED METAL CAP (BACK)

ELEVATION AT ANGLE FROM THIS POINTELEVATION AT ANGLE FROM THIS POINT

SMOOTH FACE CMU, PAINT

4' - 0"2' - 0"

9' -

0"

CHECKED

DRAWN BY

DATE

CO

NSTRU

CTIO

N IN

C.

GEN

ERAL CO

NTRACTO

R

T-BONE

(719)

570-1

456

CO

LO

RA

DO

SP

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GS

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0915

1310

FO

RD

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@

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4 of 11ELEVATIONS

72

13

72

13

72

13

72

13

7368 M

cLaughlin

Road,

Peyto

n C

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0831

3/16" = 1'-0"DP 4

1 DEV PLAN EAST

3/16" = 1'-0"DP 4

3 DEV PLAN WEST

Revis

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4 of 10

3

A3.10

1

A3.10

130C

120C

110C

100C

1

A2.10

2

A2.11

LEASED SPACE 1001,641 SF

N

S

E

W

N

F

FE

E

D

D

C

C

B

B

1

0

'

-

0

"

1

4

'

-

0

"

1

2

4" CONCRETE FLOOR FROM

THIS POINT IS A TENANT

FINISH ITEM




ALL INTERIOR FINISH

WALLS AND DEMISING

UNIT SEPARATION

WALLS TO BE TENANT

FINISH ITEMS.

RESTROOM ROUGH-INS

SHOWN AS SCHEMATIC

ONLY - FINISHED RESTROOMS

AND LOCATIONS ARE A

TENANT FINISH ITEM

100B 110B 120B 130B

100A110A 120A 130A

140A

NOTE:

ALL METAL STUD WORK, INSULATION, PLUMBING

FIXTURES, AND DRYWALL WORK ARE TO BE TENANT

FINISH ITEMS.

THE 10' OF 4" CONCRETE FLOOR AT THE REAR OF

THESE UNITS IS TO BE A TENANT FINISH ITEM.

ROUGH-IN PLUMBING (OR STUBBED-IN) REQUIRED.

ALL FINISH PLUMBING ITEMS ARE TO BE TENANT

FINISH ITEMS.

ALL HVAC IS TO BE STUBBED-IN ON THE ROOF. THIS

IS ALSO A TENANT FINISH ITEM.

DP 5

2

55 SFMECHANICAL

RESTROOM ROUGH-INS

SHOWN AS SCHEMATIC

ONLY - FINISHED RESTROOMS

AND LOCATIONS ARE A

TENANT FINISH ITEM

2' - 8

"1

2' - 0

"3

5' - 4

1

/2

"

27' - 3"26' - 6"27' - 0"28' - 6"

7' - 8

1

/4

"

10

' - 8

3

/4

"

A5.11

1

A5.11

2

A5.11

3

A5.11

4

FUTURE

DEMISING

WALL

FUTURE

DEMISING

WALL

FUTURE

DEMISING

WALL

32

' - 8

1

/2

"2

' - 8

"

50

' - 0

1

/2

"

A

A

124' - 10"

15' - 7" 28' - 6" 27' - 0" 26' - 6" 27' - 3"

1' - 6"25' - 0"

9"9"

25' - 0"

9"9"

25' - 0"

1' - 0"

9"

1' - 3 1/4"

25' - 0"

1' - 3 1/4"

6"

3 1/4"

15' - 3 3/4"

7' - 11 1/2"7' - 4 1/4"

A

BCD

D

E

F

G

109' - 3"

PROJECT

NORTH

TRUE

NORTH

7' - 7 1/4" 8' - 1 1/2" 7' - 10 1/2"

4

5

°

1' - 3

3

/4

"

OVERHEAD

COILING DOOR

15' - 7"

130D

2

A3.10

2

A3.20

1

A3.20

1

A2.11

9

AS1.20

2

A2.10

4

A3.20

5

A3.20

1

A5.21

140A

TELEPHONE BD.

DATA / PHONE,

CONDUIT TO UNITS

TIMER @ 6'-0" AFF

FLOOR LEVEL

WALL MOUNTED

ELECTRIC HEATER

MOP SINK TO

BE SHARED BY

ALL UNITS

MAIN WATER SUPPLY FOR BUILDING

6 GAL. ELECT. WATER

HEATER W/ EXT. TANK

& P.T. RELIEF VALVE TO

FLOOR DRAIN BELOW,

ON SHELF @ 6'-0" AFF

FLOOR DRAIN

CHECKED

DRAWN BY

DATE

CO

NSTRU

CTIO

N IN

C.

GEN

ERAL CO

NTRACTO

R

T-B

ON

E

(7

19

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45

6C

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PR

IN

GS

, C

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09

15

13

10

F

OR

D S

TR

EE

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Design D

evelopm

ent

Consultants @

(C

) A

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DP 5

SHO

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CLA

UG

HLI

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10-24-2017

CD

5 of 10

FLOOR

PLAN

7213

73

68

M

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lin

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d, P

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08

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3/16" = 1'-0"DP 5

1

FLOOR PLAN - DEV PLAN

1/4" = 1'-0"DP 5

2

LARGE FLOOR PLAN - MECH RM

Re

visio

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8


Designer

Date

10/20/2017

Scale

Not to Scale

Drawing No.

Summary

1 of 1

Schedule

Symbol Label QuantityManufactur

erCatalog Number Description Lamp

Number

LampsFilename

Lumens Per

Lamp

Light Loss

FactorWattage

A4 Lithonia

Lighting

DSX1 LED P2 40K

T4M MVOLT

DSX1 LED P2 40K T4M

MVOLT

LED 1 DSX1_LED_P

2_40K_T4M_

MVOLT.ies

8707 0.95 70

Plan View

Statistics

Description Symbol Avg Max Min Max/Min Avg/Min

Calc Zone #1 0.8 fc 3.1 fc 0.0 fc N/A N/A

SH

OP

S A

T M

CLA

UG

HLI

N II

7368

MC

LAU

GH

LIN

RO

AD

, PE

YT

ON

CO

808

31

6 OF 10

PCD File No. PPR-17-055

S

8

9

°

2

7

'

1

5

"

E

9

0

.

7

2

S 41°29'32" W 207.93

S

2

8

°

4

6

'5

6

" W

9

2

.7

0

2

1

9

.8

1

R

=

1

8

0

.0

0

Δ

=

6

9

°

5

8

'0

6

"

N

7

0

°

2

1

'0

5

"

W

1

1

6

.

1

3

N

2

0

°

3

4

'3

9

"

E

8

7

.

6

8

10' UTILTIY & DRAINAGE EASEMENT

30' C

RO

SS

-AC

CE

SS

,

UT

ILIT

Y &

DR

AIN

AG

E E

AS

EM

EN

T

3

0

'

C

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S

-

A

C

C

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S

S

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I

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I

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&

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A

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N

A

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S

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S

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16

15

14

6543

87

20

21

22

23

24

19

21

9 10 11 12 13

17

18

1

4

3

2

0 30 60 90

LANDSCAPE PLAN

SCALE: 1" = 30'

N

SH

OP

S @

M

CLA

UG

HLIN

II

TH

IS

P

LA

N S

HA

LL N

OT

B

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P

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MIS

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F N

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, IN

C.

PE

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, C

O

QTY FOR REFERENCE ONLY.

VERIFY ALL COUNTS PER PLAN

1. NO SUBSTITUTIONS WITHOUT PREVIOUS APPROVAL OF LANDSCAPE ARCHITECT. UNAPPROVED DEVIATIONS FROM THIS

PLAN WILL BE RECTIFIED AT CONTRACTORS EXPENSE.

2. CONTRACTOR TO PROVIDE ANALYSIS OF ANY AMENDMENTS PROPOSED FOR PLANTING AREAS PRIOR TO INSTALLATION

OF SUCH MATERIALS.

3. NO FABRIC UNDER WOOD MULCH IN ANY AREAS. ALL PLANTS IN ROCK MULCH AREAS TO RECEIVE SHREDDED CEDAR

MULCH RINGS EQUAL TO THE ROOTBALL OF THE PLANT. MASSING SHALL HAVE CONTINUOUS SHREDDED MULCH BANDS.

SEE DETAILS SHEET L2.0.

4. DRIPLINE TO BE PLACED OVER WEED BARRIER FABRIC AND STAKED ON TOP OF WEED BARRIER.

5. WEED BARRIER CUTOUTS FOR PLANTS IN ROCK AREAS SHALL ACCOUNT FOR MATURE SIZE OF PLANTS, AND EQUAL AT

LEAST THE DIAMETER OF THE ROOTBALL. SEE DETAILS SHEET L2.0

6. ALL EMITTERS PER IRRIGATION PLAN.

7. ALL EMITTERS TO BE PLACED AT THE APPROPRIATE LOCATIONS. ALL EMITTERS TO USE MICRO TUBING, STAKES, AND

BUG CAPS.

8. SEE LANDSCAPE DETAILS SHEET FOR ADDITIONAL NOTES AND DETAILS.'

9. RETAIN 10% OF ALL PLANT TAGS PER SPECIES FOR DURATION OF WARRANTY PERIOD.

PLAN NOTES:

SYMBOL DESCRIPTION QTY

PLACE SHREDDED CEDAR MULCH AROUND BASE OF ALL

PERENNIALS AND GRASSES IN LARGE COBBLE AREAS. MASSED

PERENNIALS TO RECEIVE LARGE RING AROUND ENTIRE GROUP

(TYP). WOOD MULCH NOT REQUIRED AROUND BASE OF PLANTS

LOCATED IN PEA GRAVEL.

MINIMUM 3` ROOTBALL OFFSET FROM BUILDING, TYP.

PLACE PLANTS TO PROVIDE MIN. 2` CLEARANCE FROM BACK OF

CURB AT MATURE SPREAD.

UTILIZE ROCK MULCH ALONG ROADWAYS TO MINIMIZE WATER

USAGE AND POTENTIAL MAINTENANCE ISSUES

1

2

3

4

REFERENCE NOTES SCHEDULE

FIN

AL LA

ND

SC

AP

E P

LA

N

TREES QTY BOTANICAL NAME / COMMON NAME CONT CAL

3 GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` TM / SHADEMASTER LOCUST B & B 2"CAL

2 GYMNOCLADUS DIOICA `ESPRESSO` / KENTUCKY COFFEETREE B & B 2"CAL

5 KOELREUTERIA PANICULATA / GOLDEN RAIN TREE B & B 1.5"CAL

2 PINUS EDULIS / PINON PINE 6` B&B

SHRUBS QTY BOTANICAL NAME / COMMON NAME SIZE FIELD2

8 ARCTOSTAPHYLOS X COLORADOENSIS `CHIEFTAIN` / MANZANITA 5 GAL

12 CHAMAEBATIARIA MILLEFOLIUM `FERNBUSH` / FERNBUSH 5 GAL

7 PHILADELPHUS LEWISII `CHEYENNE` / LEWIS MOCK ORANGE 5 GAL

12 PHYSOCARPUS OPULIFOLIUS `DIABLO` / DIABLO NINEBARK 5 GAL

29 PHYSOCARPUS OPULIFOLIUS `LITTLE DEVIL` / DWARF PURPLE NINEBARK 5 GAL

25 POTENTILLA FRUTICOSA `GOLDFINGER` / GOLDFINGER POTENTILLA 5 GAL

GRASSES QTY BOTANICAL NAME / COMMON NAME SIZE FIELD2

29 BOUTELOUA GRACILIS `BLONDE AMBITION` / BLUE GRAMA 1 GAL

10 SPOROBOLUS WRIGHTII / BIG SACATON 1 GAL

MULCHES QTY BOTANICAL NAME / COMMON NAME

5,431 SF AGGREGATE / RIVER ROCK MIXTURE

MATCH ADJACENT SITES AND PLACE TO A UNIFORM DEPTH OF 3" OVER

PERMEABLE WEED BARRIER FABRIC.

PLANT SCHEDULE

Length of Frontage (ft.)

Abbr. on Plan

Required / Provided

Internal Trees (1/500 SF)

Vehicle Lot Plant

(excluding driveways)

Denoted on Plan

Internal Plant Abbr.

Internal Area (%)

LANDSCAPE BUFFERS & SCREENS

INTERNAL LANDSCAPING

(less public R.O.W.)

Net Site Area (SF) Percent Min.

Required / Provided

Internal Area (SF)

Shade Trees (1/15)

Required / Provided

PARKING LOTS

Spaces Provided

No. of VehicleVehicle Lot

Frontage (s)

Wall or Berm Provided

Length of Screening

SITE CATEGORY REQUIREMENTS

ROADWAY LANDSCAPING

(or Double Frontage Lot Streetscapes)

Veg. Req. / Provided

Percent Ground Plane

2/3 Length



of Frontage (ft.)

306 11 / 8

Street Name or

Zone Boundary (elev.)

Street Classification

Setback Width

Req. / Prov.

Linear

Footage

Tree/Feet

Required

No. of Trees

Req. / Prov.

Setback Plant Abbrev.

Denoted on Plan



-

75% / 79%

222 / 2 McLaughlin Rd

140 94

47102 -75% / 80%

37,483 5% 1,874 / (6,616) 4 / 2

IN

Shrub Sub Req/Prov

Internal Trees (1/500 SF)

20 / 20

N/A

75% / 79%

Shrub and Orn.

Grass Substitutes

30 / 30

1 / 30Non-arterial

10 / 10'

Req.(50%) / Prov.

Evergreen LF

Provided (LF)

Frontage Screening

High Water-use

Turf %

0%

Footage

Linear

Structure Req. / Prov.

Length of 6 ft. OpaqueStreet Name or

Property Line (elev.) Req./ Prov.

Width (in. ft.)

Required / Provided

Buffer Trees (1/25') Evergreen Trees

Req.(50%) / Provided

LEGAL DESCRIPTION:

CS (COMMERCIAL SERVICE)COUNTY ZONING:

PROJECT AREA:5,887 (RETAIL)

LOT 2 BECKETT AT WOODMEN HILLS

5,887S.F. / 37,483 = 15.7%BLDG. COVERAGE:

37,483 S.F. (0.86 ac.)LOT AREA:

6,616 S.F. / 37,483 = 17.65%

LSP. COVERAGE:

24,980 S.F. / 37,483 = 66.7%

HARDSCAPE:

McLaughlin Rd

7 OF 11

PCD File No. PPR-17-0557 OF 10

NOTES:

1. DO NOT REMOVE OR CUT LEADER.

2 PRUNE ONLY DEAD OR BROKEN BRANCHES IMMEDIATELY PRIOR TO PLANTING.

3. DO NOT REMOVE ANY DOUBLE LEADER, UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE.

4. KEEP PLANTS MOIST AND SHADED UNTIL PLANTING.

5. AMENDED BACKFILL SHALL BE AS STATED ON THIS SHEET.

6. MARK THE NORTH SIDE OF TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE

WHENEVER POSSIBLE.

7. PINE AND SPRUCE TREES TO BE SPRAYED FOR IPS BARK BEETLE PRIOR TO PLANTING. COORDINATE WITH

CITY FORESTRY

FOR CURRENT INSECT AND DISEASE RECOMMENDATIONS PRIOR TO PLANTING.

8. ALL TREES TO BE DEEP WATERED AT TIME OF PLANTING.

EVERGREEN TREE PLANTING DETAIL

NOT TO SCALE SECTION

TRUNK FLARE MUST BE VISIBLE AT TOP OF ROOTBALL.

POSITION ROOT FLARE AT GRADE.

3-4" DEPTH OF SPECIFIED MULCH. KEEP MULCH AWAY

FROM CONTACT WITH WOODY TRUNK. DO NOT PLACE

LANDSCAPE FABRIC UNDER MULCH.

PROVIDE A 6' DIAMETER MULCH RING WITH A 6" PLANTING

RIM FOR TREES IN DRYLAND PLANTING BEDS AND IN

IRRIGATED NATIVE SEED AREAS WHERE IRRIGATION ZONES

ARE TO BE SHUT DOWN AFTER ESTABLISHMENT. PROVIDE

6" RIM ON DOWNHILL SIDE ON SLOPES. NO RIM FOR TREES

IN IRRIGATED TURF AREAS.

SCARIFY SIDES OF PLANTING PIT. BACKFILL WITH AMENDED

SOIL MIX. ROOTBALL SHALL REST ON FIRM, UNDISTURBED SOIL.

AFTER TREE IS POSITIONED, REMOVE ALL TWINE, ROPE,

PLASTIC, WIRE, BURLAP, AND RUBBER.

SET TREE VERTICAL, STAKE TREES SMALLER THAN 6'

WITH TWO POSTS ON THE LEEWARD AND WINDWARD

SIDES; STAKE TREES 6' HEIGHT AND GREATER WITH 3 METAL

ANGLE IRONS, PLACED 120 DEGREES APART. USE NYLON

STRAP WITH GROMMETS BELOW MIDPOINT OF TREE.

TIGHTEN #10 GUY WIRE BY TWISTING. PROTECT BRANCHES

FROM TOUCHING WIRE. ALLOW A SLIGHT SAG FOR SWAY.

PROVIDE FLAGGING FOR VISIBILITY. SET STAKES IN

MINIMUM 18" FIRM SOIL. REMOVE STAKES WITHIN 12-18

MONTHS OF PLANTING.

ORANGE FLUORESCENT FLAGGING ON WIRE FOR

SAFETY.

DECIDUOUS TREE PLANTING DETAIL

SECTION

SET TREE VERTICAL, STAKE UP TO 3" CALIPER TREES

WITH TWO POSTS ON THE LEEWARD AND WINDWARD

SIDES; STAKE TREES OVER 3" CALIPER WITH 3

EVENLY SPACED POSTS. USE NYLON STRAP WITH

GROMMETS BELOW MIDPOINT OF TREE. TIGHTEN #10

GUY WIRE BY TWISTING. PROTECT BRANCHES FROM

TOUCHING WIRE. ALLOW A SLIGHT SAG FOR SWAY.

PROVIDE FLAGGING TAPE WITH MINIMUM 6" DANGLING.

SET STAKES IN MINIMUM 18" FIRM SOIL. REMOVE STAKES

WITHIN 12-18 MONTHS OF PLANTING.

TRUNK FLARE MUST BE VISIBLE AT TOP OF ROOTBALL.

POSITION ROOT FLARE AT GRADE.

3-4" DEPTH OF SPECIFIED MULCH. PROVIDE A 6' DIAMETER

WOOD MULCH RING AND 6" PLANTING RIM FOR TREES IN

DRYLAND PLANTING BEDS AND IN IRRIGATED NATIVE SEED

AREAS WHERE IRRIGATION ZONES ARE TO BE SHUT DOWN

AFTER ESTABLISHMENT. PROVIDE SAUCER ON DOWNHILL

SIDE ON SLOPES. KEEP MULCH AWAY FROM CONTACT WITH

WOODY TRUNK. DO NOT PLACE FABRIC UNDER MULCH. NO

RIM FOR TREES LOCATED IN TURF AREAS.


SOIL MIX. ROOTBALL SHALL REST ON FIRM, UNDISTURBED SOIL.

AFTER TREE IS POSITIONED, REMOVE ALL TWINE, ROPE,

PLASTIC, WIRE, BURLAP, AND RUBBER.

REMOVE TWINE FROM BRANCHES ON TREES TIED UP

FOR SHIPPING. SPRAY WITH WILT PRUF OR EQUAL

(IF LEAFED OUT).

ORANGE FLUORESCENT FLAGGING ON WIRE FOR

SAFETY.

NOTES:

1. MARK THE NORTH SIDE OF TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE

WHENEVER POSSIBLE.

2. AT TIME OF PLANTING, DO NOT REMOVE OR CUT LEADER AND PRUNE ONLY DEAD OR BROKEN BRANCHES, CROSS

OVER

BRANCHES, AND WEAK OR NARROW CROTCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED.

HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.

3. STRUCTURAL PRUNING SHOULD NOT BEGIN UNTIL AFTER ESTABLISHMENT PERIOD, USUALLY TWO GROWING

SEASONS.


5. DO NOT FERTILIZE FOR AT LEAST ONE GROWING SEASON.

6. AMENDED BACKFILL SHALL BE AS STATED ON THIS SHEET.

7. WRAP TRUNK ON EXPOSED SITES AND SPECIES WITH THIN BARK. USE ELECTRICAL OR DUCT TAPE, NOT TWINE.

8. COORDINATE WITH CITY FORESTRY FOR CURRENT INSECT AND DISEASE RECOMMENDATIONS PRIOR TO PLANTING.

9. DEEP WATER ALL PLANTS AT TIME OF PLANTING.

SHRUB PLANTING DETAIL

NOT TO SCALE

SET SHRUBS VERTICAL. SHRUB SPACING AS PER PLANS.

LAYOUT VARIES. FINISHED GRADE OF SHRUB BED TO BE

2" BELOW ADJACENT FINISH GRADE AT EDGE TO HOLD

MULCH.

PLANT TOP OF ROOTBALL AT GRADE.

3-4" SPECIFIED ORGANIC MULCH. PROVIDE 6" PLANTING RIM

FOR SHRUBS NOT IN PLANTING BED. PROVIDE SAUCER ON

DOWNHILL SIDE ON SLOPES. NO PLANTING RIM FOR SHRUBS

IN PLANTING BED. KEEP MULCH AWAY FROM CONTACT WITH

WOODY TRUNK.


SOIL

MIX. ROOTBALL SHALL REST ON FIRM, UNDISTURBED SOIL.

REMOVE ALL PACKAGING MATERIAL. FOR POT BOUND PLANTS

ONLY: MAKE 4-5 VERTICAL CUTS IN ROOTBALL 1" DEEP. PLANT

IMMEDIATELY.

FOR ROOT BIND AT BOTTOM OF BALL: SPLIT ROOTBALL

VERTICALLY FROM BOTTOM HALFWAY TO TOP. SPREAD THE

TWO HALVES OVER A MOUND OF SOIL IN THE PLANTING HOLE.

SECTION

PLANT BED

12"

MIN.

MIN. 2X ROOTBALL

MIN. 2X ROOTBALL

IRRIGATION NOTES

ALL TURF AREAS TO BE IRRIGATED WITH AN AUTOMATIC POP-UP SPRINKLER

SYSTEM. ALL SHRUBS BEDS TO BE IRRIGATED WITH AUTOMATIC DRIP

IRRIGATION SYSTEM. THE IRRIGATION SYSTEM IS TO BE ADJUSTED TO MEET

THE NEEDS OF INDIVIDUAL PLANT MATERIAL.

IRRIGATION SYSTEM TO BE ADJUSTED AS NEEDED FOR PLANT ESTABLISHMENT

FOR A PERIOD OF AT LEAST ONE (1) YEAR.

ADJUSTMENTS TO BE MADE AFTER ESTABLISHMENT BASED ON SPECIFIC PLANT

REQUIREMENTS. SEE SUGGESED RUN TIMES PROVIDED WITHIN THESE PLANS.

DESIGN OF IRRIGATION SYSTEMS TO MEET OR EXCEED LOCAL REQUIREMENTS

AND INDUSTRY STANDARDS. CONSTRUCTION DOCUMENTS SUITABLE FOR

DEVELOPMENT COORDINATION TO BE PROVIDED.

IRRIGATION SYSTEM TO BE DESIGNED USING APPROPRIATE COMPONENTS FOR

PLANT MATERIAL, AND WILL INCLUDE A SMART ET CONTROLLER AND RAIN

SENSOR.

ALL NATIVE SEED AREAS TO BE PERMANENTLY IRRIGATED.

GENERAL NOTES

19.

20.

18.

7. FINE GRADE TO BE ESTABLISHED BY LANDSCAPE CONTRACTOR. FINE

GRADE SHALL BE FREE OF ROCKS AND DEBRIS. FINE GRADE IN SEED

AREAS SHALL BE FREE FROM ROCKS AND DEBRIS

1

2

" AND GREATER. FINE

GRADE IN SODDED AREAS SHALL BE FREE FROM ROCKS AND DEBRIS

1

4

"AND GREATER. CONTRACTOR TO REPORT ANY POOR DRAINAGE

CONDITIONS PRIOR TO CONSTRUCTION.

TREES IN COBBLE/ROCK MULCH TO RECEIVE 4' DIAMETER OF WOOD

MULCH, 3" DEEP. SHRUBS AND GROUNDCOVERS IN COBBLE/ROCK MULCH

AREAS TO RECEIVE 3' DIAMETER OF WOOD MULCH, 3" DEEP. NO FABRIC

UNDERLAYMENT IN WOOD MULCH AREAS.

ALL PLANTING BEDS THAT CALL FOR COBBLE/ROCK MULCH TO RECEIVE

MIN. 3" DEPTH OF MULCH USE PERMEABLE FABRIC UNDERLAYMENT FOR

ALL COBBLE/AGGREGATE AREAS WITH SLOPES 3:1 AND LESS. USE QUICK

RELEASE ORGANIC PRE-EMERGENT HERBICIDE FOR ALL MULCHED AND

PERENNIAL/PLANTING BEDS (AND FOR COBBLE/AGGREGATE AREAS WITH

SLOPES EXCEEDING 3:1 GRADE.

GENERAL CONTRACTOR TO RE-SPREAD STOCKPILED SOIL AND

ESTABLISH ROUGH GRADE CONDITIONS TO THE FOLLOWING

SPECIFICATIONS:

A. 1" BELOW CURB FOR ALL SEEDED AREAS.

B. 2.5" BELOW CURB FOR ALL SODDED AREAS.

C. 4" BELOW CURB FOR ALL PLANTING, ROCK AND MULCH BEDS.

4.

12.CONTRACTOR TO APPLY FERTILIZER IN SPRING & LATE SEPTEMBER.

WATER THOROUGHLY AFTER APPLICATION OF FERTILIZERS.

ALL SEEDED AND SODDED AREAS TO HAVE RECOMMEND FERTILIZER

APPLICATIONS ADDED 2 TO 3 WEEKS AFTER SEEDLING EMERGENCE. AND

ONCE IN MID TO LATE JUNE, IN EARLY TO MID AUGUST, AND ONCE IN LATE

SEPTEMBER. SEEDED AND SODDED AREAS ARE ALSO TO RECEIVE .5 LB.

OF ELEMENTAL SULFUR (OR EQUIVALENT MATERIAL) PER 1,000 S.F.

APPLIED IN LATE SEPTEMBER. WATER THOROUGHLY AFTER

APPLICATION OF FERTILIZERS.

MULCHS: ALL PLANTING BEDS THAT CALL FOR WOOD/ORGANIC MULCH

TO RECEIVE 4" ORGANIC SHREDDED BARK MULCH. SHREDDED MULCH IS

TO BE OF FIBROUS MATERIAL, NOT CHIPS OR CHUNKS. NO FABRIC IS TO

BE PLACED UNDER WOOD/ORGANIC MULCH. TREES IN TURF AND NATIVE

GRASS AREAS TO RECEIVE 4' DIAMETER OF WOOD MULCH, 3" DEPTH.

SHRUBS AND GROUNDCOVERS IN NATIVE GRASS AREAS TO RECEIVE 3'

DIAMETER OF WOOD MULCH, 3" DEEP. ALL MULCHED BEDS ARE TO BE

SPRAYED WITH WATER AFTER INSTALLATION TO HELP MULCH TO MAT

DOWN.

ALL NURSERY STOCK TO CONFORM TO THE AMERICAN STANDARD FOR

NURSERY STOCK (ANSI z60.1) AND THE COLORADO NURSERY ACT.

REMOVED DEAD TWIGS AND BRANCHES FROM ALL NEW AND EXISTING

PLANT MATERIAL IN A MANNER THAT DOES NOT CHANGE THE NATURAL

HABIT OF THE PLANT MATERIAL. SCARES OF 1" OR MORE SHALL BE

PAINTED WITH ORGANIC TREE PAINT. CENTRAL LEADERS SHALL NOT BE

REMOVED AT ANY TIME. NEWLY PLANTED TREES WITHOUT CENTRAL

LEADERS WILL BE REJECTED.

STEEL EDGING TO BE USED TO SEPARATE ALL TURF AND/OR SEEDED

AREAS FROM PLANTING BEDS. USE PERFORATED EDGING SEGMENTS TO

OBTAIN POSITIVE DRAINAGE FOR ALL DRAINAGE SWALES OR AREAS OF

STANDING WATER.

ALL PLANT MATERIALS AND UTILITIES ARE SHOWN AT AN APPROXIMATE

LOCATIONS. THE CONTRACTOR MAY NEED TO ADJUST LOCATIONS OF

PLANT MATERIAL TO ADHERE TO SPECIFIC ON-SITE CONDITIONS AND

CODE REQUIREMENTS. ALL TREES AND SHRUBS TO BE PLACES AT 2'

MINIMUM BACK OF CURB. CONTRACTOR TO CALL FOR UTILITY LOCATES

BEFORE PLANTING (TYP.) 1-800-922-1987, OR CALL 811 BEFORE YOU DIG!

17.

11.

14.

13.

EXISTING TOPSOIL IS TO BE STOCKPILED AND USED TO ESTABLISH FINAL

GRADES WITHIN LANDSCAPE AREAS. ALL STOCKPILED SOIL MUST BE

CLEAR OF WEEDS, ROCKS AND DEBRIS BEFORE REUSE. ALL BERMED

PLANTING BEDS TO BE CREATED WITH IMPORTED TOPSOIL.

CONTRACTOR IS TO PROVIDE VERIFICATION THAT ALL SOD IS OF THE

SPECIES SHOWN ON THIS PLAN. NO SUBSTITUTIONS WILL BE ALLOWED.

SOD TO BE LAID WITH TIGHT STAGGERED EDGES AND BE ROLLED AFTER

INSTALLATION. SEEDED AREAS CANNOT BE SUBSTITUTED WITH SOD.

3.

8.

9.

(Note: All references to "Contractor" are specific to "Landscape Contractor" unless

notified as "General or other type of Contractor")

CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF

MATERIALS NEEDED TO COMPLETE THIS PLAN IN THE FIELD. NOTIFY

LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE

DRAWINGS AND CONDITIONS IN THE FIELD. SUBSTITUTIONS OF PLANT

MATERIAL ARE NOT ALLOWED WITHOUT APPROVAL FROM LANDSCAPE

ARCHITECT GIVEN PRIOR TO INSTALLATION. GRAPHIC QTY'S. PREVAIL

OVER WRITTEN QTY'S. PRIOR TO COMMENCEMENT OF WORK THE

LANDSCAPE CONTRACTOR SHALL CONTACT OWNERS REPRESENTATIVE

FOR SPECIFIC INSTRUCTIONS RELEVANT TO THE SEQUENCING AND

SCOPE OF WORK.

2.

1.

CONTRACTOR IS RESPONSIBLE FOR CONTACTING LANDSCAPE

ARCHITECT FOR ALL REQUIRED INSPECTIONS. PROVIDE AT LEAST 48

HOURS NOTICE TO SCHEDULE AN INSPECTION. REQUIRED INSPECTIONS

INCLUDE A LANDSCAPE LAYOUT AND PLANT MATERIAL VERIFICATION AND

PLACEMENT INSPECTION, IRRIGATION MAIN LINE INSPECTION,

LANDSCAPE AND IRRIGATION PUNCH LIST INSPECTION, AND A

LANDSCAPE AND IRRIGATION FINAL INSPECTION.

SEED MIX INSTALLATION: CONTRACTOR TO DRILL SEED WITH BRILLION

TYPE APPLICATOR AND APPLY 'SOIL GUARD' BONDED FIBER MATRIX

(BFM), WHERE INDICATED PER PLAN AND SCHEDULES. APPLY SEED IN

TWO DIRECTIONS (PERPENDICULAR OF THE OTHER) ADD SOIL GUARD

BFM FOR DRILL SEEDING WHERE NOTED PER PLAN AND ON ALL SLOPES

5:1 TO 3:1. FOR AREAS WITH 3:1 SLOPES OR GREATER CONTRACTOR TO

USE SOIL GUARD APPLICATION ONLY (IN LIEU OF HYDROMULCH)

CONTRACTOR TO SPOT SEED NON-GERMINATING AREAS (3) MONTHS

AFTER INITIAL SEED APPLICATION. CONTRACTOR TO RE-SEED ALL BARE

AREAS (6"x6") AND GREATER AFTER (6) MONTHS FROM SEED

GERMINATION OR AT THE BEGINNING OF THE FOLLOWING GROWING

SEASON. PRIOR TO THE 11-MONTH WARRANTY INSPECTION RE-APPLY

SOIL GUARD AND SEED MIX TO ALL BARE AREAS (6"x6" OR GREATER) AND

TO ALL BARE AREAS (4"x4" OR GREATER) ON ALL SLOPES 3:1 AND

GREATER.

MAINTENANCE: THE OWNER OF THIS PROPERTY AND ANY FUTURE

OWNERS SHALL BE RESPONSIBLE FOR THE PROPER LANDSCAPE AND

IRRIGATION MAINTENANCE OF THIS SITE AND ANY RIGHT OF WAY AREAS

BETWEEN THE CURB AND PROPERTY LINES OF THIS SITE. MAINTENANCE

OF THIS SITE INCLUDES, BUT IS NOT LIMITED TO, IRRIGATION

INSPECTIONS AND ADJUSTMENTS, IRRIGATION SYSTEM SHUT DOWN AND

START UP, IRRIGATION LEAK REPAIR, LANDSCAPE WEEDING, MOWING,

SEEDING, FERTILIZATION, WOOD MULCH AND ROCK COVER

REPLACEMENT, PRUNING, AND PLANT MATERIAL REPLACEMENT

(INCLUDING ANNUAL BEDS). ALL MAINTENANCE SHOULD BE IN

ACCORDANCE WITH STANDARDS SPECIFIED WITHIN THE "ALCC

SPECIFICATIONS HANDBOOK" REVISED EDITION- 1996. OWNER SHOULD

CONTACT LANDSCAPE CONTRACTOR OR LANDSCAPE ARCHITECT

REGARDING ANY QUESTIONS RELATING TO THE LANDSCAPE OR

IRRIGATION MAINTENANCE OF THIS SITE.

CONTRACTOR IS TO PROVIDE A ONE YEAR WARRANTY ON ALL PLANT

MATERIAL, TURF, IRRIGATION COMPONENTS, AND WORKMANSHIP.

REPLACEMENT PLANT MATERIALS SHALL BE OF THE SAME SPECIES AND

SIZE AS THE DECAYED OR DEAD PLANT MATERIAL. WARRANTY IS VOID IF

PLANT MATERIAL ARE UNDER OR OVER-WATERED/FERTILIZED, DAMAGED

BY VANDALISM OR NEGLECTED BY OWNER AFTER FINAL MAINTENANCE

PERIOD AND FINAL ACCEPTANCE IS PROVIDED.

REMOVE ALL TREE STAKING MATERIALS AT END OF WARRANTY, PRIOR

TO FINAL ACCEPTANCE

CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL LANDSCAPE SHOWN

ON THIS PLAN. ANY DEFICIENCIES OR DEVIATIONS FROM THIS PLAN ARE

TO BE APPROVED BY OWNER'S REPRESENTATIVE OR LANDSCAPE

ARCHITECT. ANY CHANGES FROM THE APPROVED PLANS MAY REQUIRE

APPROVAL FROM THE CITY OR COUNTY PLANNING DEPARTMENTS.

LANDSCAPE CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS

NECESSARY TO FURNISH SCOPE OF WORK AS SHOWN PER PLAN.

CONTRACTOR TO TILL PARKING LOT ISLANDS TO A DEPTH OF 30".

CONTRACTOR TO PROVIDE COBBLE & UNDERLAYMENT FOR BUILDING

DRAINS AND SWALES THROUGH LANDSCAPED AREAS.

AMEND ALL PLANTING BEDS WITH CLASS 1 COMPOST. APPLY AT RATE OF

3 CYDS. PER 1000 SQUARE FEET TO ALL PLANTING BEDS AND

MANICURED LAWN AREAS, AND 2 CYDS. PER 1000 SQUARE FEET FOR

SEEDED AREAS. TILL, MIXING THOROUGHLY, INTO THE UPPER 8" OF SOIL.

6.

5.

10.

15.

16. ALL REQUIRED LANDSCAPING TO BE INSTALLED PRIOR TO ISSUANCE OF

THE CERTIFICATE OF OCCUPANCY.

SH

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4

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5

PERENNIAL/GROUNDCOVER PLANTING DETAIL

NOT TO SCALE

NOTES:


2. PLANT GROUND COVERS AND PERENNIALS LEVEL AND AT GRADE.

3. PRUNE ALL DEAD OR BROKEN PARTS PRIOR TO PLANTING.

4. AMENDED BACKFILL SHALL BE 1/3 COMPOST (PREFERABLY CLASSIFIED) AND 2/3

NATIVE AND/OR IMPORTED TOPSOIL.

5. ALL PERENNIALS PLANTED IN ROCK MULCH AREAS TO HAVE ORGANIC MULCH

RINGS AROUND THE BASE OF THE PLANT.

PLACE AS PER PLANS

6" MIN.

L2.0

1

FABRIC CUTOUT / WOOD MULCH RING DETAIL

NOT TO SCALE

L2.0

2

ROOT

BALL

MASSED PLANTINGS

SHREDDED REDWOOD /

CEDAR / GORILLA HAIR

MULCH ONLY

CUTOUT IN WEED BARRIER

FABRIC TO BE LARGER

THAN ROOTBALL OF

PLANTING, OR GROUP OF

PLANTINGS. NO SLITS OR

CROSS CUTS WILL BE

ACCEPTED

SINGLE PLANTINGS

SHREDDED REDWOOD /

CEDAR / GORILLA HAIR

MULCH RING, 3" UNIFORM

DEPTH

WEED FABRIC CUTOUT

SPECIFIED AGGREGATE

PER LANDSCAPE PLAN

SCHEDULE, 3" UNIFORM

DEPTH

WEED BARRIER FABRIC

AMENDED SOIL /

PLANTING BED

WEED

FABRIC

CUTOUT IN WEED

BARRIER FABRIC TO BE

LARGER THAN ROOTBALL

OF PLANTING, OR GROUP

OF PLANTINGS. NO SLITS

OR CROSS CUTS WILL BE

ACCEPTED

SHREDDED REDWOOD

/ CEDAR / GORILLA

HAIR MULCH ONLY

FIN

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Date: 12/26/2018 167° 44' - 6 Land Use: MERCHANDIZING ... · mtdb llc 7358 mclaughlin road lot 5...

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Transcript of Date: 12/26/2018 167° 44' - 6 Land Use: MERCHANDIZING ... · mtdb llc 7358 mclaughlin road lot 5...