CC - Prelim Plat HILL'S
CENTURY FARM COMMERCIAL SUBDIVISION
PRELIMINARY PLAT
SITUATED IN A PORTION OF THE NW 1/4 OF SECTION 33,
TOWNSHIP�3 NORTH., RANGE 1 EAST, BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO
3 JULY 2016
All
1 16 CORNER
$s�. 2 w NOTES
SECTIONS 28&33 i-= E. AMITY RD. g F
o °NORTH 1/4 OR ,
` wx to
N SECTION 33 4 1. ALL FRONT LOT LINES COMMON TO STREET RIGHTS-OF-WAY SHALL CONTAIN A TEN (10')
_ _ .... S89 15 22 E 1158.89
FOOT WIDE EASEMENT FOR PUBLIC UTILITIES STREET LIGHTS PRESSURIZED IRRIGATION AND
f,�,,.,,„,k,„„ �'.,�,w,w,H,,,,,,,,...,,..,H.��.�,,, �� Amp: � � Kos.o. r �
. ,�� .� w '""` - n.., LOT DRAINAGE.
' � Epp 0� ,�� µ �� � � � �L .� � m �y g a ..., x.
mm--� �< _ '�� _ Chi` a�..�....,�...,..� ..�..��. �.,�,»�,�,,,,,,,,,,,,,�k.�n.,�.EFr. w.,,,.��.a � ,:�<n_h �''
€ w � op
„_� _EP a' ,� m 2. INTERNAL LOT LINES ARE CONCEPTUAL AND MAY CHANGE DURING FINAL PLATTING.
µ - _ - _ � � o _ -. op, ?' "
10 A ter.. ..w.wn.........m.. F•n•a^My�
' 3. CROSS-ACCESS EASEMENTS AND STORM DRAINAGE EASEMENTS MAY BE PROVIDED ACROSS LOT
428_ 226.68
- -- - - -- -- - - - - -- - - - - - - -- - - - - - - _ - ' .
- - ---- - -- - - - - -- -- - -- ��, �� LINES AS DETERMINED DURING FINAL DESIGN.
H 11
4. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE COORDINATE SYSTEM (IDAHO WEST
i I a_ w F- 1103) AND VERTICAL (NAVD88) DATUM. BUILDING SETBACKS AND DIMENSIONAL STANDARDS 1N
I z Z �'ro ` , . e THIS SUBDIVISION SHALL BE IN CONFORMANCE WITH THE APPROVED PLANNED UNIT
z � ' ` I
I q d gA "; O DEVELOPMENT (PUD).
I I o� o� Zo ` w. J I
o w� Q Z ui U-o w, k Z I I 5. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS
Ya I _ O , OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
co'o �
I p w a g m FUTURE ROUNDABOUT `� _ 2 I 6. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES
�� �
LOT 1 w LOCATION {BY ACHD) O ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION.
LOT 1s to
I 31,851 SF 28,267 SF PROPOSED DRIVEWAY LOCATION N a a �
I 20' (PRIVATE) GRAVITY o 7. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
s SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.
I IRRIGATION EASEMENT N Q
y 8. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE
f RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN
187.39' I - 170.01'- -- - I £ �'' k It IRRIGATION/DRAINAGE ENTITY.
19
BLOCK
63 RO ' I d- o ` 3 i 9. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH
36, BC/fC 00 I o �' p � ' STATES NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL
I I M o N ' 1 I BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT
�
W,p�ACHED �M I LOT 19
I THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR
5' S1DEALK 1 I 159,589 SF a
I i l I
G a MORE B GANTORNWASE (1) YEAR, WHEN THE OPERATION CONS CONSTRUCTED. THE PROVISIONS OFW THIS AS NSECTION OT A (SHALL NOT APPLY SANCE AT THE E IT
LOT 20 to � >q
o `Q� z WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY
103�974 SF
o (,� I AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.
'co 0 17 d I �o
I BLOCK 1 a ,i 10 RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION WITH THE FINAL PLAT
' LOT 2 LOT 17 I i '` 4 . WILL BE IN EFFECT FOR THIS SUBDIVISION.
I ' 24,946 SF 23,801 SF I �j
I I 3 11. DIRECT LOT ACCESS TO AMITY ROAD AND HILLSDALE AVE. IS PROHIBITED, EXCEPT AS
20' CITY OF MERIDIAN I INDICATED ON THESE PLANS.
i1 I I SANITARY SEWER EASEMENT PROPOSED DRIVEWAY LOCATION I
M 171.11' 170.01' 12. LOT 1, BLOCK 2 AND LOT 1, BLOCK 3 ARE NON-BUILDABLE AND MAY BE SUBJECT TO
I�oo €
I I I I RE-SUBDIVISION WITH ADJACENT PROPERTIES IN THE FUTURE.
{ w W I I ( 13. LOTS 1-20, BLOCK 1 ARE SUBJECT TO A NON-EXCLUSIVE INGRESS AND EGRESS EASEMENT
OVER AND ACROSS THOSE PORTIONS OF THE COMMON AREA WHICH ARE FROM TIME TO TIME
Q I I I IMPROVED AS DRIVE AISLES OR ACCESS WAYS FOR VEHICULAR AND PEDESTRIAN INGRESS AND
'(01U I I I r 1 EGRETHE SS
BETWEEN. EACH PARCEL, THE PERMANENT DRIVE(S), AND PUBLIC STREETS ABUTTING
JECT
REMNANT PARCEL o O o I
U 430.02 329.84
R ZV)
I 0 16 155.01' 135.01 140.01' 149.93' 187.92' {0 I
I I I z , I I DEVELOPMENT DATA
<( I LOT 3 LOT 16 `T I Z w
1- I 23,875 SF 23,801 SF I I I ( o N TOTAL SITE AREA (ACRES) 19.73 ACRES
' I ( I I w i, EXISTING ZONING C-N
I I - - --- -- - - -- ---- -1 - I - I I mX I g
PROPOSED ZONING C-N
169.95' I 170.01' Sri I o W o
O ui 14 Lo 13 I 12 Li 6 11 � MIXED USE
15
- - - - - - -- -- ---- ►� to �_ COMPREHENSIVE PLAN DESIGNATION
I LOT 15 `` LOT 14 LOT 13 12 LOT 12 LOT 11 NEIGHBORHOOD
I ( 20,926 SF 18,226 SF I I q '
w �18 901 SF 20,251 SF 25,425 SF PROPOSED BUILDING LOTS 20
N ow I I I I N z
q I
w I I- -- -- -- -- - I I v> I I MINIMUM PROPOSED (BUILDABLE) LOT 18,226
I N I I - - - - - SIZE
ref ( 155.01' 135.01' 140.01' I 150.01' 1 180.92 I
w w I AVERAGE PROPOSED (BUILDABLE) LOT 34,285
oW - -- - - -- -- -� I - -- -- -- - - -
O4 .. �� 0' I ( 18' ROW 1 SIZE
_r 2 CITY OF MERIDIAN I ( ,
I � T
U Q P I SANITARY SEWER EASEMENT MAXIMUM HEIGHT 3 5
I
40 GRAVITY IRRIGATION EASEMENT I
I LOT4 0o N z I I I FRONT SETBACK 0'
27,099 5� LOT 5 I I- I ( REAR SETBACK 0'
z 33,355 SF o ( �o o I - o
f ,n 6 ,ri 7 8 I 9 10 INTERIOR SIDE SETBACK 0
o II o o o to poto
o
LOT 6 LOT 7 LOT 8 I LOT 9 J LANDSCAPE BUFFER TO RESIDENTIAL ,
20,926 SF I I 18,226 SF 18,901 SF I ( 20,251 SF 25,372 SF I I USES 20'
I LOCAL STREET (TAVISTOCK AVE. AND 10
I HILL PARK ST.) BUFFER REQUIRED
169.92' ARTERIAL (AMITY RD.) BUFFER ,
I REQUIRED 25
� m = ¢ I COLLECTOR (HILLSDALE) BUFFER 20'
REQUIRED
� � 1 �vQW I Q
E. HILL PARK ST m o
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N BLOCK 2 COMMON LOT - `° °\:`r' 0
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BRASS CAP MARTIN L. HILL
PRELIMINARY NOT FOR CONSTRUCTION
SHEET NO. SHEET TITLE
:5 ALUMINUM CAP 3625 W. AMITY RD.
SHEET PP1.0 PRELIMINARY PLAT LAYOUT ® 3/4-INCH REBAR MERIDIAN, IDAHO 83642 N HILLS CENTURY FARM COMMERCIAL SUB. S�Oh1AL LL
0
S �
SHEET PP1 .1 EXISTING CONDITIONS OO 5/8-INCH REBAR DEVELOPER PRELIMINARY PLAT LAYOUT �%S ~
g �g CALCULATED POINT BRIGHTON CORPORATION MERIDIAN,, IDAHO o
SHEET PP2.0 CONCEPTUAL ENGINEERING PLAN SUBDIVISION BOUNDARY 12601 W. EXPLORER DRIVE, SUITE 200 Z
g - - BOISE, IDAHO 83713 10821 '
- - SECTION LINE PHONE: (208)378-4000 J' o
N SHEET PP3.0 OVERALL SEWER PLAN REVISIONS
CONTACT:. JON WARDLE �- �'����� ��
z RIGHT-OF-WAY LINE
g EMAIL: jwardle@brightoncorp.com NO. ITEM DATE OF
SHEET PP3.1 SEWER ALIGNMENT A - PLAN AND PROFILE Q
�� P. MC�P�
z
SHEET PP3.2 SEWER ALIGNMENTS B AND C PLAN AND PROFILE Z
W 0 30 60 120 180 S
a DATE: 1ULY 2016 G
SHEET PP3.3 SEWER ALIGNMENTS D AND E - PLAN AND PROFILE Omni g 1,64, PROJECT: 16-094 .�
o Plan Scale 9233 WEST STATE STREET -�
SHEET PP40 CONCEPTUAL LANDSCAPE PLAN
BOISE,IDAHO
SHEET N0.
. W
o PHONE(208)639-6939
tb PP1.0
FAX(208)639-6930
a
OVERHEAD POWER LINE AND POWER OVERHEAD POWER LINE AND POWER OVERHEAD POWER LINE AND POWER
POLE TO BE RELOCATED. POLE TO BE RELOCATED. POLE TO BE RELOCATED,
FP P—:=
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TRANSMISSION POWER POLE IRRIGATION PIPE TRANSMISSION POWER POLE TRANSMISSION POWER POLE
TRANSMISSION POWER POLE
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IRRIGATION OPEN DITCH 0 25 50 100 150
Plan Scale
%
CONCRETE IRRIGATION
DITCH TO BE REMOVED
1:31
CUNNINGHAM LATERAL
OPEN DITCH TO BE TILED
LEGEND
BOUNDARY LINE
:-\Z
BOUNDARY LINE
OFFSITE
EASEMENT
ROAD CENTERLINE
LOT LINE LINE
REMOVE FENCE
EXISTING FEATURES
SANITARY SEWER LINE
a. w w WATER LINE
All GAS LINE
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ITEM DATE OF
4,_ NO.
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DATE: JULY 2016
Lu
Igo' IL11=1 MIL1101 M PROJECT: 16-094
9233 WEST STATE STREET SHEET NO. UJI 11-3 BOISE,IDAHO 83714
6
PHONE(208)639-6939 P P 1 1
FAX(208)639-6930
CV:L269
F-11
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0 25 50 100 150 117
10,4411 1
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MAIN TO THE WEST OF PROJECT SITE ........
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ROPOSED SEEPAGE BED. GRAVITY IRRIGATION LINE
LOCATION AND SIZE TO BE �gmgzm�'
BLOCK 3
36" GRAVITY IRRIGATION PIPE DETERMINED AT FINAL DESIGN. o SEWER MANHOLE
03- 4_� I \\'
WATER VALVE
X,
IDA, FIRE HYDRANT
sms- _8*_s__ -4
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PROPOSED IMPROVEMENTS
_s_s_s_ SEWER LINE
PROPOSED SEEPAGE BED. w w WATER LINE
LOCATION AND SIZE TO BE
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SEWER MANHOLE
to (o PROPOSED CONTOUR
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Co to/ 0 \NOTES
Cq N N
1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF
C1q C)
Lo
C14 0) MERIDIAN. 8" AND 12" WATER MAINS WILL BE CONSTRUCTED
0) (D
(o THROUGHOUT THE SUBDIVISION CONNECTING TO EXISTING 12"
IN, C14 ('14 WATER MAINS IN AMITY ROAD, THE HILLSDALE ELEMENTARY
\A S, SCHOOL PROJECT, AND STOCKENHAM WAY.
16
(D L
PROPOSED SEWER ALIGNMENT. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF
W PROPOSED SEWER ALIGNMENT. MERIDIAN. THE PROPERTY WILL BE SERVED BY AN OFF-SITE
SEE PRELIMINARY SEWER PLANS
0 SEE PRELIMINARY SEWER PLANS 81' SEWER MAIN LOCATED AT THE HILLSDALE ELEMENTARY
o) m FOR ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION.
(o (o LOCATION OF MAINS TO BE SCHOOL PROJECT. ON-SITE SEWER MAINS WILL BE 80%
N C14 LOCATION OF MAINS TO BE
DETERMINED AT FINAL DESIGN.
IBLOCK I DETERMINED AT FINAL DESIGN. 3
WATER AND SEWER LINE SIZES AND LOCATIONS ARE
PRELIMINARY AND WILL BE REFINED DURING FINAL DESIGN.
4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER MAIN WILL
aws sos:==:�� SOS a's 41 D &
@ BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT
OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN MINIMUM
STANDARDS.
5. ALL STREETS SHALL BE DEDICATED TO ACHD AND THE PUBLIC.
ROADWAYS WILL BE CONSTRUCTED TO AT LEAST MINIMUM
Cv ACHD STANDARDS.
L
6. STORM DRAINAGE FROM THE PUBLIC ROADWAYS SHALL BE
S-S _S"s- sms SOS-
Ss-8 COLLECTED IN CURB AND GUTTER AND ROUTED TO SEEPAGE
A
LOCATIONS WILL BE DETERMINED DURING FINAL DESIGN.
N\ 7. SANITARY SEWER, WATER, AND STORM WATER FACILITIES
LOCATED OUTSIDE A PUBLIC RIGHT-OF-WAY WILL BE
PROVIDED WITH A PERMANENT PUBLIC UTILITY EASEMENT.
P
1156"
8. PEDESTRIAN RAMPS AND CROSSINGS ARE SHOWN IN A
CIV
CONCEPTUAL MANNER AND WILL BE REFINED AND DETAILED
DURING FINAL DESIGN.
ry
MINN. PROPOSED SEEPAGE BED.
11
N
LOCATION AND SIZE TO BE .5 9. MAINTENANCE EASEMENTS WILL BE PROVIDED TO ACHD IN
DETERMINED AT FINAL DESIGN. g..g
LOCATIONS WHERE THE SIDEWALK IS OUTSIDE OF THE
RIGHT-OF-WAY.
PRESSURE
�6 PUMP STATION 10. AN ACHD LANDSCAPE LICENSE AGREEMENT WILL BE OBTAINED
IRRIGATION
389
FOR THE 8' PLANTER STRIP PROPOSED BETWEEN SIDEWALKS
AND BACK OF CURB.
11. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN
�A
177 1 77 'e
C4 NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE IRRIGATION.
BLOCK2 ................. .......................
......................
cq 12. IRRIGATION SURFACE WATER TO BE PROVIDED BY NYID.
uj u
kp 13. THE CUNNINGHAM LATERAL SHALL BE RELOCATED PER BOISE
............. D
PROJECT BOARD OF CONTROL AND BUREAU OF RECLAMATION
LU
-------------- 4ECT TO EXISTING 12" WATER -----------
0
AT THE HILLSDALE ELEMENTAR IY
36"C-1 36"G1 36GI 36'r.1 36"GI 36�G[ "M
SCHOOL PROJECT
Nl�
"My, 0
R/W R/W R/W R/W R EASEMENT
ui u
CA LINE
z CL/PL
Nd 16' SIDEWALK r -a PRE INARY NOT FO NSTUI
............. No
63' 63 - of 38.5'
3: 8.0' 19.5' 12' 18 8.0' EASEMENT 6. 8' - - 20' ACCESS EASEMENT 0
8.0, - 0.5' - - 0. *0
0.5' --M*- " - - 0.5', >
CENTER-TO-BACK CENTER-TO-EP CENTER-TO-BACK CENTER-TO-BACK HILLS CENTURY FARM. COMMERCIAL SUB. 14 LL
0.51 8f
"m 12 CONCEPTUAL ENGINEERING PLAN r,\
Z
cc 5.0' SIDEWALK r CENTER-TO-EP
ui ? 10 0
ui .0' SIDEWALK 5.0' SIDEWALK 8.0' SIDEWALK
Lo PER ACHD REQUIREMENTS PER ACHD PER ACHD REQUIREMENTS PER ACHD REQUIREMENTS MERIDIAR, IDAHO
z
1.1 REQUIREMENTS 1.75%1 3-1 MAX. 3:1 MAX 11.75% 2%- REVISIONS 10821 1
11.75% -2% 2% 1.757. -2% 2%- SLOPE TO SLOPE TO -
EXISTING TYP. EXISTING TYP.
3:1 MAX.
z NO. ITEM DATE F
SLOPE TO
EXISTING TYP. P. mrc,
<
6" VERTICAL CURB & 6" VERTICAL CURB & GUTTER
8' WIDE
z DITCH PER ACHD GUTTER PER ACHD PER ACHD REQUIREMENTS BORROW DITCH PER z
6" VERTICAL CURB & GUTTER ASPHALT PAVEMENT ASPHALT PAVEMENT REQUIREMEN I TS ASPHALT PAVEMENT ACHD REQUIREMENTS
REQUIREMENTS
PER ACHD REQUIREMENTS
ix DATE: JULY 20
COMPACTED SUBGRADE �Y4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE %"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE PROJECT: 16-0
6-INCH MINUS PIT-RUN SUBBASE 6-INCH MINUS PIT-RUN SUBBASE 6-INCH MINUS PIT-RUN SUBBASE
9233 WEST STATE STREET SHEET NO.
S. TAVISTOCK AVE. ROADWAY SECTION S. HILLSDALE AVE. ROADWAY SECTION BOISE,IDAHO 83714 LLJ
E. HILL PARK ST. ROADWAY SECTION
9 PHONE(208)639-6939 PP2.0 9=
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g NO. ITEM DATE FG1 F OF N
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0 25 50 100 150
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g NO. ITEM DATE FG� F OF
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Z Z
0 25 50 100 150 'S!
a DATE: JULY 2016 G
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F—P EP EP EP EP EP EP EP EP EP EP EP
SIZE @
41
Mgm 4w?m EP 4--- ki--EP
MAM ma", I I
ONO* 4� mono SYMBOL QUANT. COMMON NAME BOTANICAL NAME SIZE MATURITY NOTES
Q�'
",-eng, k7— (HT X W)
0�
Deciduous Shade Trees
OP OP OP
090—1 2-G1 12-GI
MINE
Gleditsia triacanthos
4 Mar 14 Skyline Honeylocust 2"B&B Class 11
inermisSkyline'
M Ace r tru n catu m x Ace r
W, Norwegian Sunset
05 0 ULTIMATE AMITY/HILLSDALE 18 platanoides 2"B&B 35x 25' Class 11
0 X Maple
ROUNDABOUT (BY ACHD)
Z LL. U_ 'Keithsform'
R,
0 J-��w Fraximus
MINIM
.IN-
I S, Uj
_j jr
8 Cimmeron Ash pennsylvania 2"B&B Class 11
<
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x 40' X 40' CLEAR
9.ko 'Cimmzam'
PROPOSED AMITY/HILLSDALE
Uj
VISION TRIANGLE (TYP.) INTERIM "T" INTERSECTION
Ji� :�hh
< r platanoides
Ace
0 'D 21 Crimson King Maple 2"B&B Class 11
x Ix < 41, 'Crimson King'
ON
0 LU 1 .1,
z U_ LU vo r
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M Fraxinus pennsylvania
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U_
'Patmore'
3 p
0
REM�ANT PARCEL
Greenspire Little Leaf Tilia cordata
R-8 —8"S-8"S-8"S-8"S— BLOCK 31 1 18 2"B&B Class 11
J, Linden 'Greenspire'
Conifers
=v, 00
sq
20
Columnar Eastern Pinus strobus
9 6-7'B&B Conifer
W.110
White Pine 'Fastigiata'
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ON
11
FBLOCK 1
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SpringSnow
13 Malus x Spring Snow 2"B&B 25'x 18' Cl
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00 40' CUNNINGHAM LATERAL
EASEMENT (SHALLOW ROOTING
PLANT MATERIAL ONLY) g
In
07
8"S 8"S 8"S 8"S -(z)
LANDSCAPE NOTES
Z 1. ANY TREES PLANTED WITHIN A PARKWAY PLANTER STRIP SHALL BE
CD
00 CLASS 11 AND SHALL BE CENTERED IN THE PARKWAY STRIP PER
ACHD TREE PLANTING POLICY.
0
'0 2. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF
8"S 8"S 8"S------—q� 8"S 8"S 8"S 8" ALL ACHD STORM DRAIN PIPE, STRUCTURES OR FACILITIES.
L
3. STREET TREES PLANTED WITHIN PARKWAYS SHALL BE CLASS 11
kn
STREET TREES AND SHALL BE INSTALLED AT ONE TREE PER 35
00
LINEAR FEET, LESS DRIVEWAY WIDTH.
%
4. PLANTING OF STREET TREES PROPOSED WITHIN THE 8-FOOT
PLANTER STRIP ALONG PRIVATE LOT STREET FRONTAGE WILL BE
THE RESPONSIBILITY OF THE PRIVATE LOT HOME BUILDER AT THE
00
TIME OF THE INDIVIDUAL LOT DEVELOPMENT.
5. TREES SHALL NOT BE PLANTED WITHIN A MINIMUM OF 5' OF ANY
CITY WATER SERVICE.
40' X 40' CLEAR
VISION TRIANGLE (TYP.
6. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT
MATURITY WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM
THE ADJACENT STREET GRADE. NO TREES SHALL BE PLANTED
WITHIN THE CLEAR VISION TRIANGLES.
Y4 f IV-I-xj- 1,A 1-1-AZ A
.7
4 7. IRRIGATION OF THE PROPOSED SITE LANDSCAPING SHALL BE
ACCOMPLISHED WITH A NEW IRRIGATION PUMP STATION, USING THE
gg u IN OR
SITES SURFACE WATER IRRIGATION RIGHT WITH NEW YORK
IRRIGATION DISTRICT.
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03
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.......................------- ..................
J
1. AMITY ROAD (MINOR ARTERIAL) 25' BUFFER 995
LF/35 = 28 TREES REQUIRED. 28 TREES PROPOSED.
2. HILLSDALE AVE. (COLLECTOR) 20' BUFFER = 610
A CL 125 1/2- PVC LF/35 = 17 TREES REQUIRED. 11 TREES PROPOSED.
LENGTH AS REQUIRED (ALTERNATIVE COMPLIANCE REQUESTED).
x 3. INTERIOR ROADS (LOCAL) 10' BUFFER = 1,650 LF
N
N TURNBUCKLE z
1,510/35 = 43 TREES REQUIRED. 43 PROPOSED
0
(NOT INCLUDING PLANTER STRIP ON SOUTH SIDE OF
MULCH PER PLAN E. HILL STREET).
Uj (2)- BVC WOOD TREE
1/3 STAKES (MIN. 6' HT.) U
TREE SAFETY FLAGGING CHAINLOCK 4. THERE ARE NO HEALTHY TREES <4" CALIPER
HEIGHT
TREE TIES MULCH PER PLAN PROPOSED FOR REMOVAL, THEREFORE NO MITIGATION
LU n
U 6" WATER RETENTION 6 IS REQUIRED.
C� 6- BASIN IN
FINISH GRADE
PLANTING PIT ROOTBALL 2-STRAND 14 GUAGE
SHALL BE A DEPTH 3" HT. WATERING BASIN
MIN. OF TWICE GALV. WIRE 43"
BERM
z
THE ROOTBALL 6- DEADMAN % 35,
Uj DEPTH MI FERTILIZER TABLETS
V) ol PLANTING PIT 0
z ROOT
he FERTILIZER TABLETS SHALL BE A
z 1E 01 No BALL U
2"-6" DEPTH MINIMUM OF
TWICE TH DEPTH FOLD BACK BURLAP FROM
E PRELIMINARY NOT FOR CONSTRUCTION
... TOP 2/3 OF ROOT BALL.
BACKFILL SOIL MIX ROOTBALL
14 GAUGE ROOT- AS SPECIFIED DEPTH MIN SSIS161108#08 0
120 WIRE 12" 6 BALL 12" TIM BACKFILL SOIL MIX LL
v
'OFil)
LJ MIN MI WIDTH HILLS CENTURY FAR.M COMMERCIAL SUB,
20 .41 MIN N
COMPACTED MOUND OF X P 0 00
q 8j,
BACKFILL SOIL MIX CONCEPTUAL LANDSCAPE PLAN -Af6% `0 0
z 81ROOTBALL 8v 8"'
15 PLANTING PIT LMIRMINL
12 r1h MI WIDTH MERIDIAN
SHALL BE A MIN. 1 11 1 1 .1 s IDAHO
NOTES: NOTE: REMOVE TREATED t��
OF TWICE THE z
4"x4"x24" ROOTBALL WIDTH 1. FOLD BURLAP BACK FROM TING PIT-" OR SYNTHETIC BURLAP rQ I
TOP 1/3 OF ROOT BALL. COMPLETELY. REMOVE REVISIONS ft
DEADMAN ft
SHALL BE A MINIMUM OF TWICE -214 '0 *0
2. ROOT BALL OF TREE SHALL BE ANY SOIL AND/OR MULCH
THE ROOTBALL WIDTH AT BASE OF
z BURIED TO THE SAME DEPTH AS IN AWAY FROM TREE CROWN .10 7/14/16
, %0-,
PLAN PIT & 3 TIMES ROOTBALL WIDTH NO. ITEM DATE &1# go,
PREVIOUS NURSERY SETTING. AFTER INSTALLATION. 00**9
3. IF TREATED OR SYNTHETIC BURLAP AT FINISH GRADE. 4ftsch?
IS USED, REMOVE COMPLETELY. #*sees
z z
..j
Uj 0 30 60 120 180
W DATE: JULY 2016
0. TREE PLANTING AND STAKING DETAIL
CONIFEROUS TREE PLANTING AND GUYING DETAIL NTS 1-=1 C1 111 1 V Ill PROJECT: 16-094
NTS Plan Scale 9233 WEST STATE STREET
BOISE,IDAHO 83714 SHEET NO. Uj
9 PHONE(208)639-6939
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