HomeMy WebLinkAboutLandscape Plan V1aERIDIA y_
APPROVED
osreo122
34•
UTILITY EASEMENT PER
APEX NORTHWEST
SUBDIVISION NO. 1
w Y
a�wom
a C)w o_ m
o o v1 LL N o
I o Z) <
10' LOCAL LANDSCAPE BUFFER. BUFFER
NORTH OF DELINEATION LINE IS SHOWN
FOR REFERENCE ONLY. BUFFER TO BE
INSTALLED PER APEX NW N0.1
APPROVED PLANS.
CONTACT INFORMATION
�4•`q
DEVELOPER
BRIGHTON DEVELOPMENT INC.
2929 W. NAVIGATOR DR., SUITE 400
LANDSCAPE CONSULTANT
KM ENGINEERING, LLP
5725 NORTH DISCOVERY WAY
A� - -
-I
zmm0
13
25 ARTERIAL LANDSCAPE BUFFER.
BUFFER EAST OF DELINEATION LINE IS
SHOWN FOR REFERENCE ONLY. BUFFER
MERIDIAN, IDAHO 83642
PHONE: 208 378-4000
)
BOISE, IDAHO 83713
PHONE: ACTS) 39
E. PHENOMENAL ST. 6
5 2
:
CONTACT: JON WARDLE
FAX: ACTS) 639-6930
-6930
26'
TO BE INSTALLED PER APEX NW NO.1
AND LAKE HAZEL AND LOCUST GROVE
EMAIL: jwardle®brightoncorp.com
CONTACT: ALYSSA YENSEN, PLA
J
t�
•'•,�
- - 1
w
_ _
_
.�.
..
APPROVED PLANS.
EMAIL: eyensen®kmengllp.com
.
-°�
- - - -
-
ACHD LANDSCAPE NOTES
18"PI 1a"PI 18"PI 18"PI 18"PI 1b8"PI 1
"ri
18"PI -18"PI 18"
PI
"�
"PI
18"PI 18"PI 1 "PI
y
27'--
1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE
PLANT SCHEDULE
8
\
OF ALL ACHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES.
43
'
11
ge
25
2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL
TREES BOTANICAL/COMMON NAME
SIZE MATURE HXW CLASS CITY
g
8•
ARTERIAL
CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION
16'
I
LANDSCAPE
OF THE LANDSCAPE IRRIGATION SYSTEM.
BUFFER
ACER TRUNCATUM'PACIFIC SUNSET'TM
0
2" CAL. B&B 35'X30' CLASS II 27
19, TYP.
MEASURED
GENERAL LANDSCAPE NOTES
PACIFIC SUNSET MAPLE
4 _ I FROM BACK
OF CURB
7 1 . CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING FRAXINUS PENNSYLVANICA'PATMORE' 2" CAL. B&B 40'X20' CLASS II 22 a
14 UNDERGROUND AND OVERHEAD UTILITIES WITHIN CONTRACT PATMORE'ASH
WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG LINE,
�u�'
6 FT77T ° O INC. E ION OF UTILITIES
PROVIDE ADEQUATE MEANS O
PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO GLEDITSIA TRIACANTHOS'IMPERIAL' 2" CAL. B&B 40'X35' CLASS II 26
FUTURE I REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK IMPERIAL HONEYLOCUST
NOT A PART OPERATIONS AT CONTRACTOR'S EXPENSE.
oD ^I 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN PYRUS CALLERYANA'CHANTICLEER' 2" CAL. B&B 40'X15' CLASS II 24
QF NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. 0 CHANTICLEER PEAR
BLOCK 1 s
GENERAL IRRIGATION NOTES N
EVERGREEN TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS QTY Z
4 9 0 10 I _ 1. ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT - 0
- 4 g 8 & PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF COMMON N
a 444 12, / t AREAS SHALL BE VIA THE SUBDIVISION'S PRESSURIZED PINUS FLEXILIS'VANDERWOLF'S PYRAMID' 6'-8' B&B 25'X15' EVERGREEN 7 >
IRRIGATION SYSTEM. VANDERWOLF'S PYRAMID PINE
9 14 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO
�e PROVIDE ONE HUNDRED PERCENT (100%) COVERAGE WITH EXISTING TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS QTY
00 1 HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS
APPROPRIATE.
PI �\ a 2 STREETTREES EXISTING VARIES CLASS II 58
3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE SCHEMATIC LOCATION
4 MATCHED PRECIPITATION RATES WITHIN EACH CONTROL VALVE. TREES ARE SHOWN FOR REFERENCE ONLY
- • (i AND SHALL BE INSTALLED PER APEX NW
6 " I - ..1 ` °O 4 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR NO.1 AND LAKE HAZEL AND LOCUST
o0
4 OTHER HIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO GROVE APPROVED PLANS.
1s"D s"sD ® ® THAT THEY ARE ON THE SEPARATE ZONE OR DISTRICT FROM SEE TREE PROTECTION NOTES.
w 4
- 19 TYP N DEMAND AREAS
® ® GATING TREES, SHRUBS, OR OTHER REDUCED WATER SHRUBS BOTANICAL/COMMON NAME SIZE MATURE HXW
SD
51
5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO O BERBERIS THUNBERGII 'CRIMSON PYGMY' 2GAL 2'X3' 38
y 4 7 6 1, r • 5,� REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS CRIMSON PYGMY BARBERRY
5 STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING AREAS.
a- NE TREE PROTECTION NOTES BUDDLEJA X'BLUE CHIP'TM 2GAL. 3'X3' 39
Z Q�y��f P O m mo 00 p LO & BEHOLD BLUE CHIP BUTTERFLY BUSH
1. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT
Q 1 Nr a 7 •}-• �; j THE CRITICAL ROOT ZONE OF ALL TREES AT ALL TIMES
m 4' BUXUS SEMPERVIRENS'SUFFRUTICOSA' 2 GAL. 1'X2' 32
Z 6 THROUGHOUT PROJECT. TRUE DWARF BOXWOOD
`a^ ♦ 010 15 ° 2. PRIOR TO COMMENCING WORK, TEMPORARY FENCING SHALL BE
n o Y z \ m I o0 11 ° ^ INSTALLED IMMEDIATELY AROUND EACH TREE IMPACTED BY
vi U oo HYDRANGEA PANICULATA'UTTLE LIME' 2 GAL. 4'X4' 53
• u DEMOLITION OR CONSTRUCTION. FENCING SHALL BE MAINTAINED
9 0 0_� o LITTLE LIME HYDRANGEA
4 o a - THROUGHOUT THE COURSE OF THE ENTIRE DEMOLITION AND
vi CONSTRUCTION PROCESS.
w m \ r .,o ` IUNIPERUS SCOPULORUM'BLUE ARROW 6'-8' B&B 12'X3' 27
6 3. BULK MATERIAL, EQUIPMENT, VEHICLES, AND CONSTRUCTION
10 \
- - °O - - - - DEBRIS AND WASTE SHALL NOT BE STOCKPILED WITHIN HE BLUE ARROW JUNIPER
s CRITICAL ROOT ZONE.
m 8 I N "N o'1Y 12"W 12"w 4. COMPACTION BY EQUIPMENT TRAFFIC IS PROHIBITED WITHIN GRASSES BOTANICAL/COMMON NAME SIZE MATURE HXW
O 6 y s a"s s"s a"s a"s a5 s- THE CRITICAL ROOT ZONE. �
2 I N 0 CALAMAGROSTIS X ACUTIFLORA 1GAL. 4'X2' 108
6' 6 8 T, 'KARL FOERSTER'
4 0 0 -- -- 5. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE. APPLY A
13 6' I 6' d \ o T ® FEATHER REED GRASS
MIN. 1.5" OF WATER OVER THE CRITICAL ROOT ZONE PER
►-6'9' TYP 6 cO `O •® ® - w WEEK THIS IS A MIN RECOMMENDATION CONTRACTOR IS J
ao
m
m
1
a F
m
RESPONSIBLE TO DETERMINE IF MORE WATER IS NECESSARY
�•
PENNISETUM ALOPECUROI DES
1 GAL.
2'X2'
37
O
7
L
24
a�
z = z
DURING CONSTRUCTION.
HAMELN DWARF FOUNTAIN GRASS
Q
-'
_,
^
1 0 y
I
N w 0
to O-
6. ANY DAMAGE TO EXISTING TREES DURING CONSTRUCTION
SCHIZACHYRIUM SCOPARIUM
1 GAL.
3'X3'
86
Q
"
-/
00
" z N
SHALL BE THE CONTRACTORS RESPONSIBILITY. THE
'STANDING OVATION'
W
!.c
-
-
w
-
-
w m
CONTRACTOR SHALL PERFORM REMEDIAL WORK TO DAMAGED
TREES AT THE CONTRACTOR'S EXPENSE.
STANDING OVATION
LITTLE BLUESTEM
-
LL
12°W 1 2"W
1 "W
2
12"W
"W
� �
"W
m
14
O
r N
KEY NOTES (TYPICAL) ®
�
z
Q
`n
1
1 12"W
12 12"V/ 12"W 12'W 17�'W
12
S,g
1
PERENNIALS
BOTANICAL/COMMON NAME
SIZE
MATURE HXW
if
�l
N
O-
U
y
e s
e"S
e"s
8"s
a" s a
s
a"s a"s e"s
a's
a"s s \ /
1. CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A
RUDBECKIA FULGIDA'GOLDSTRUM'
1 GAL.
2'X2'
125
Q
Lf)
1
p
>
I
CLEAR VISION TRIANGLE. THE MAXIMUM HEIGHT OF ANY
GOLDSTRUMBLACK-EYEDSUSAN
U
0 0 -Oo
•
-
o
-' o
VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR
�
w
a
'w
Nilo
26
25' -�
25'
2$'
\
W
VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET
GRADE.
R RUDBECKI
ULG DA'LITTLE GOLDSTA
1 GAL.
1.5 X1.5
40
LL.I
LLI
Z
Q
.. _
�S
w
LITTLE GO DSTAR BLACK-EYED SUSAN
J
z 3 z
so
m
2. SIDEWALK PER APEX NORTHWEST SUBDIVISION NO. 1 AND
Q
I" =
f -z
5
LOCUST GROVE AND LAKE HAZEL APPROVED PLANS.
i�l w w o
•
d
`
�.
O
SALVIA X SYLVESTRIS 'MAY NIGHT'
1 GAL.
2'X2'
T11
N1Zj _ ao 9 NP' 7 3. PROPOSED TRASH ENCLOSURE. SEE C1.1-1. SAGE
3. O O s„zt� r °"s J 4. PROPOSED 6" CONCRETE CURB PER ISPWC.
J Q Vl O� o 00 "a
6 0°• •° o° o 0 o I 5. EXISTING 6" CONCRETE CURB PER APEX NORTHWEST SUBDIVISION
•Oo ° o •o O ` m NO. 1 AND LOCUST GROVE AND LAKE HAZEL APPROVED PLANS.
10' °o o
LOCAL 6. PROPOSED CONCRETE SIDEWALK PER ISPWC SD-709. SCORE
LANDSCAPE to pp PER PLAN. SEE L2.0-4 AND L2.0-5.
BUFFERS
MEASURED
IW
o o°O° °
FROM BACK
SD
OF CURB
8'
® 3
:
E. LAKE HAZEL RD.
0
U m
w
NQgmtg.
oo
m�
\�--10'
25' ARTERIAL LANDSCAPE BUFFER.
LOCAL LANDSCAPE BUFFER. BUFFER
BUFFER SOUTH OF DELINEATION LINE IS
NORTH OF DELINEATION LINE IS SHOWN
SHOWN FOR REFERENCE ONLY.
FOR REFERENCE ONLY. BUFFER TO BE
BUFFER TO BE INSTALLED PER APEX
INSTALLED PER APEX NW NO.1
NW NO.1 AND LAKE HAZEL AND
APPROVED PLANS.
LOCUST GROVE APPROVED PLANS.
�� LANDSCAPE
PLAN
0 40 80 120
Plan Scale: 1" = 40'
bet 7. PROPOSED PERMEABLE PAVERS.
w /
8'
6Pt � L
~
8. PROPOSED TREE GRATES WITH 6" RIBBON CURB. SEE L2.0-3.
"PI 1 I ,u 1o"PI 1o"PI 1o"PI 1o"PI W W 2
9. DECORATIVE PEDESTRIAN CROSSINGS.
W
10. PEDESTRIAN CONNECTIONS
w w
11. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH OF 1" BLACK
W t w
AND TAN ROCK MULCH WITH PERMEABLE FABRIC WEED BARRIER.
THE USE OF MULCH OR ROCK AS THE ONLY GROUND COVER IN
REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC
2 12 0000 4 5 2 13
WEED BARRIERS ARE PROHIBITED.
12.INSTALL FLAT -BLADE SHOVEL EDGING AT INTERFACE OF SOD AND
PLANTER BED. SEE L2.0-2.
-
13. EXISTING LANDSCAPING AND IRRIGATION PER APEX NW NO.1 AND
LAKE HAZEL AND LOCUST GROVE APPROVED PLANS. RETAIN,
PROTECT, AND OR ADJUST AS SHOWN. CONTRACTOR SHALL FIELD
VERIFY LIMITS OF DISTURBANCE AND PATCH BACK ALONG PHASE
BOUNDARY AS NECESSARY. TRANSITION BETWEEN NEW AND
EXISTING LANDSCAPE SHALL BE NON RECOGNIZABLE AND
COHESIVE WHEN FINISHED. CONTRACTOR IS RESPONSIBLE TO
REPAIR ALL EXISTING LANDSCAPE PLANTING AREAS AND
IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW
CONSTRUCTION. THE CONTRACTOR SHALL ENSURE THAT THE
EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING
CONSTRUCTION AND THAT FOLLOWING CONSTRUCTION, THE
LANDSCAPE CALCULATIONS
STREET TREE CALCULATIONS (1TREE/35 LF)
STREET NAME
MIN.
BUFFER
WIDTH
LF
CALC
REQ
PRVD
E. PHENOMENAL ST.
10'
537
537 LF/35
15.00
15.00
E. LAKE HAZEL RD.
25'
613
613 LF/35
18.00
22.00
S. LOCUST GROVE RD.
25'
565
565 LF/35
16.00
16.00
S. ASPIRATION AVE.
10'
514
514 LF/35
15.00
15.00
PRIVATE DRIVE
0'
776
776 LF/35
22.00
22.00
TOTAL STREET TREES
86.00
90.00
TREE SPECIES MIX
REQ
P RVD
5.00
5.00.00
MITIGATION REQUIREMENTS
THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL
z
O
E N G IN E E R I N G U
5725 NORTH DISCOVERY WAY
BOISE, IDAHO 83713
PHONE (208) 639-6939
kmengllp.tom
EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER
DESIGN BY:
KAC
N
THAN EXISTED PRIOR TO THIS PROJECT. CONTRACTOR SHALL
z
REPLACE, AT NO ADDITIONAL COST TO THE OWNER, PLANT
DRAWN BY:
KAC
O
MATERIALS DAMAGED DURING EXECUTION OF THIS PROJECT OR
DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN
CHECKED BY:
AY
U
OPERATION OF THE EXISTING SYSTEM DURING THE COURSE OF
DATE: DECEMBER2021
CONSTRUCTION. SEE TREE PROTECTION NOTES.
Of
PROJECT:
21-210
14. PROPOSED TREE GRATES WITH 18" RIBBON CURB. SEE L2.0-3.
SHEET NO.
O
15. DETAILED SCORED CONCRETE, (2) TREES, AND ASSOCIATED TREE
GRATES TO BE INSTALLED AS A PART OF BLOCK 1 LOT 4.
��"0
O
awmy-
APPROVED
OMOi22
(2)—BVC WOOD TREE
STAKES(MIN. 6' HT)
CHAINLOCK
TREE TIES
NOTE: REMOVE TREATED
OR SYNTHETIC BURLAP
COMPLETELY. REMOVE
ANY SOIL AND/OR
MULCH AWAY FROM
TREE CROWN AFTER
REMOVE DEAD/ DAMAGED
BRANCHES AND PRUNE TO
INTERNATIONAL SOCIETY OF
ARBORICULTURE STANDARDS;
IMPROPERLY PRUNED TREES
(AS DETERMINED BY THE
LANDSCAPE ARCHITECT)
SHALL BE REMOVED AND
REPLACE.
TRUNK FLARE. LOCATE PRIOR
TO PLANTING. FLARE SHALL
BE VISIBLE AFTER PLANTING.
MULCH PER PLAN KEEP
1"-2" AWAY FROM TRUNK
FLARE
FINISH GRADE
3" HT. WATERING BASING
BERM
FERTILIZER TABLETS
FOLD BACK BURLAP FROM
TOP i OF ROOTBALL.
REMOVE WIRE BASKET.
BACKFILL SOIL MIX GENTLY
PACK BACKFILL USING WATER
TO SETTLE SOIL AROUND
ROOTBALL
ROOTBALL ON UNDISTURBED
INSTALLATION. PIT SHALL BE A MIN. 2 TIMES WIDER SOIL
THAN ROOTBALL AT BASE AND A
MIN. 3 TIMES WIDER THAN ROOTBALL
AT FINISH GRADE. DEPTH SHALL BE
NOTES: SAME AS THE ROOTBALL.
1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED
STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL
1 STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD.
DECIDUOUS TREE PLANTING AND STAKING DETAIL
NTS
�l
FII
GF
2 SHOVEL CUT EDGE
NTS
PEWTER COLORED CONCRETE
#860( 1LB. PER SACK OF
CEMENT OR 6LBS. PER CY OF
CONCRETE MIX) BY ADAMS
COLORS/HUNTSMAN PIGMENTS.
EXPANSION
4'X4'
JOINT
SQUARE
SEE CONCRETE
SAWCUT SCORE
JOINTS
PATTERN
EXPANSION
DETAIL
PER PLAN
JOINT
SEE CONCRETE
SEE CONCRETE
JOINTS DETAIL
JOINTS DETAIL
1/4" RADIUS
EXISTING
CURB
STANDARD
AND GUTTER
CONCRETE WALK
SEE CIVIL PLANS
4u-'�--.
1/2„ RADIUS
SEE CIVIL FOR
—
I I I=I I l=I I I=I I I=I I I=I 11 I
SECTION
REQUIREMENTS
NOTES:
1. PEWTER COLORED CONCRETE #860 (1 LB. PER SACK OF CEMENT OR 6 LBS. PER
CY OF CONCRETE MIX) BY DAVIS COLORS/HUNTSMAN PIGMENTS.
2. IN SMOOTH FINISH
4' X 4' SCORED COLORED CONCRETE
NTS
REFERENCE PHOTO
MULCH AT
TOPSOIL
18"
3
5
6" 5'-0„
OR 16" DIA
181, OPENING
SEE
PLAN r ¢°
NOTES:
1. MATCH EXISTING ON SITE.
COLOR/FINISH: RAW IRON, UNPAINTED.
2. REFER TO SITE LAYOUT FOR TREE GRATE LOCATION.
5' SQUARE TREE GRATE DETAIL
NTS
T
a
w
0
m
SAWCUT SCORE JOINT
EXPANSION JOINT
" RADIUS, TYPICAL
BITUMINOUS EXPANSION MATERIAL,
RECESS TO ALLOW TOOLED EDGE
CONCRETE FLATWORK AS
SPECIFIED ON CIVIL PLANS
WIDTH PER PLANS
BASE COURSE AS
ON CIVIL PLANS
COMPACTED
SUBGRADE
NOTE:
1. REFER TO SPECIFICATIONS FOR 28-DAY COMPRESSIVE STRENGTH
REQUIREMENTS,
CONCRETE JOINTS
NTS
TREE TRUNK FLARE
TREE GRATE, 5'-0" SQ.
SEE SPECS FOR MORE
INFORMATION
TREE GRATE FRAME WITH
#3 REBAR EMBEDMENT
ANCHOR PER
MANUFACTURERS
RECOMMENDATIONS.
CONCRETE RIBBON
CURB, REFER TO
LAYOUT PLAN.
N0. 3 BAR CONTINUOUS,
ALL SIDES.
J" PEA GRAVEL
FREELY DRAINING TREE WELL.
TOPSOIL PLANTING MIX.
UNDISTURBED SOIL
CUSTOM BRIGHTON LOGO
/�j d• SA YE• O
* 1� v`�5 • %S
,," _A,DSCA __
0
J J
ao
U = <
W 0 LL
C — 0
z Lu
Oa o N
LU LU 71
71
Q 2 a
z
lafflo
E N G IN E E R I N G U
5725 NORTH DISCOVERY WAY
BOISE, IDAHO 83713
PHONE (208) 639-6939
kmengllp.tom
DESIGN BY: KAC z
DRAWN BY: KAC O
CHECKED BY: AY U
DATE: DECEMBER 2021
cf—
PROJECT: 21-210 O
SHEET NO. LL
L2.0 ~
O
z