HomeMy WebLinkAboutCC - Alternative Compliance Letter RONZE Bow
AVIATION SUBDIVISION
September 18, 2023
PP& CUP(H-2021-0096)
Alternative Compliance Request for Aviation Subdivision:
I am writing on behalf of the Aviation Subdivision development team to request alternative compliance
for specific landscaping requirements outlined within the City of Meridian Code as well the Condition of
Approval for the Aviation Subdivision project. We believe that alternative compliance is necessary in th
case due to certain unique circumstances and conditions that make strict adherence to the requirements
unfeasible or impractical.
The Aviation Subdivision is a 10-acre open land site that is currently under construction in substantial
conformance with the approved preliminary plat.The project strives to meet all requirements and
conditions set forth in the preliminary plat and is designed in accordance with the Unified Development
Code (UDC).The development encompasses a mixture of multifamily sites and aligns closely with the Ten
Mile Interchange Specific Area Plan, emphasizing high connectivity and easily accessible open spaces. It
comprises a total of 75 proposed units, offering a variety of housing options beneficial to the community.
Our request for alternative compliance pertains to two specific areas within the Aviation Subdivision:
1. South Side of W.Aviator Extension: "CITY/AGENCY COMMENTS& CONDITIONS"Condition of
Approval #14 C. requires the submission of a revised landscape plan that includes required street buffer
trees within the 20-foot buffer on the south side of the W. Aviator extension. Baron Properties, the
developer to the south of the Aviator Subdivision project, has expressed their intention to complete their
own landscaping improvements along the southern street frontage of W.Aviator Street.They have
formally committed to this in writing and have requested that we seek alternative compliance for the
landscaping improvements in lieu of an easement.
P.O. Box 8525
Boise, Idaho
83707
Specific Requirements Proposed to be Modified: The requirement to show the required street buffer
trees within the 20-foot buffer on the south side of the W. Aviator extension, as per Condition of
Approval number 14.
Reason for Modification: Baron Properties,the developer to the south of the project, has expressed their
formal commitment to complete the landscaping improvements along the southern street frontage of W.
Aviator Street.They have provided written assurance to fulfill this requirement on their own, eliminating
the need for duplication of efforts.
Demonstration of Equal or Superior Means: Allowing Baron Properties to complete the landscaping on
the southern frontage of W.Aviator Street aligns with the intent and purpose of the regulation, as it
promotes efficient and coordinated development efforts without compromising the landscaping
requirements.This alternative compliance provides an equal, if not superior, means of achieving the
intended goal of the regulation.
Supporting Documentation: I have attached a copy of Baron Properties'formal commitment letter, dated
September 81h, 2023, stating their intent to complete the landscaping improvements.
We request that the City grant alternative compliance for this specific requirement, given that Baron
Properties has committed to completing the landscaping improvements as per the condition of approval.
Alternative compliance in this case aligns with the intent of encouraging creative solutions to land use
problems and avoids duplicative efforts.
2. North Side of West Topeka Street:The area on the north side of West Topeka Street, within an
easement granted to the Nampa & Meridian Irrigation District (NMID), historically does not allow trees
within their easements. Due to this restriction,we are requesting that this area not be included in the
total required tree landscaping calculations and be allowed to be utilized as a grassy area instead.
Including trees in this location would be contrary to the NMID's restrictions and impractical given the
historical context.
Specific Requirements Proposed to be Modified: The landscaping requirements for the area on the north
side of West Topeka Street, encompassed by an easement granted to the Nampa & Meridian Irrigation
District(NMID).
Reason for Modification:The NMID has historically not allowed trees within their easements, making it
infeasible to plant trees in this specific location.
Demonstration of Equal or Superior Means: Given the NMID's restrictions and historical practices,
utilizing this area as a grassy space aligns with the intent of the regulation by avoiding tree planting in an
area where it is not feasible.This alternative compliance ensures compliance with the NMID's
requirements while still contributing to the overall aesthetics and open space of the community.
We kindly request that alternative compliance be granted for the landscape buffer on the north side of
West Topeka Street, allowing us to use this area as a grassy space in accordance with the NMID's
requirements.
In accordance with the City's code on Alternative Compliance (1-513-5), we have submitted this formal
application for alternative compliance prior to the final plat submittal, providing the specific
requirements proposed for modification, the reasons for the modification, and a demonstration of how
the alternative means for compliance meets the intended purpose of the regulation.
We firmly believe that these alternative compliance requests are in line with the purpose, intent, and
objectives of the City's regulations and will not be materially detrimental to the public welfare or impair
the intended uses and character of surrounding properties. Additionally,these requests are specific to
the Aviation Subdivision project and should not set any precedent for acceptance in other cases.
We appreciate your attention to this matter and look forward to working collaboratively with the City of
Meridian to ensure the successful development of the Aviation Subdivision. If you require any further
information or have any questions regarding our requests, please do not hesitate to contact me.
Thank you for your time and consideration.
Sincerely,
Jadon Schneider P.E.
BAPON
P R O P E R T I E S
BPS Franklin Road, LLC
1401 171h Street 700
Denver, CO 80202
9/8/23
Aviator Park, LLC
Larry Jacobson
6956 W 13700 S
Herriman, UT 84096
RE: Memorandum of Understanding: W.Aviator Street Extension—Landscaping and ROW
Aviator Park, LLC,
Please consider this letter as the formal commitment of BPS Franklin Road, LLC to complete the
portion of the landscape improvements along the southern street frontage of W. Aviator Street in the
northwest corner of the Modern Craftsman Franklin development, as depicted in the landscape
drawings included in submittal package LDIR-2023-0048 that was submitted to the City of Merdian on
9/7/23.This commitment is intended to support your alternative compliance request for the
landscaping improvements in lieu of an easement.
We would also like to use this letter to inform you of our intention to dedicate to ACHD the section of
W. Aviator Street ROW in the northwest corner of the Modern Craftsman Franklin development per the
attached legal description and exhibit and corresponding note on the Modern Craftsman Franklin Plat.
Sincerely,
Shannon Ely I Director of Development and Project Management
Baron Property Services LLC
sely&baronproperties.com
Office: 303.843.4582 1 Cell: 303.909.4803
1401 17th Street, Suite 700
Denver, CO 80202
SAPON
PROPERTIES
Description for
Right-of-Way Dedication
June 30, 2023
A portion of the Southwest 1/4 of the Southwest 1/4 of Section 10, Township 3
North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described
as follows:
Commencing at the Southwest corner of said Section 10 from which the South
1/4 corner of said Section 10 bears South 89'15'34" East, 2,640.54 feet; thence on the
south line of said Section 10, South 89015'34" East, 908.44 feet; thence leaving said
south line, North 00035'14" East, 1036.91 feet to the POINT OF BEGINNING:
thence continuing, North 00035'14" East, 50.95 feet;
thence South 89015'50" East, 143.42 feet;
thence South 69059'17" West, 58.26 feet;
thence 20.91 feet on the arc of a curve to the right, having a radius of 521.47
feet, a central angle of 02°17'51", and a long chord which bears South 70°59'58" West,
20.91 feet;
thence South 72008'54" West, 72.93 feet to the POINT OF BEGINNING.
Containing 3,761 square feet or 0.086 acres, more or less.
End of Description.
S��N GE N S
1//1779
un9l3mrzp23Pz°
0 TFOF
YM MCC
Page 1 of 1
S89'15'50"E
�14 3.42'
w f3,761 Sq. Ft./ 956�"w
_ f0.086 Acres 56
U)
o LO rn • ` 4 i
to W. Aviator St. •"� 1 °
to o to
O •
Z 3
-72g ,w
Point of S"12085� -,
Beginning ,-
Curve Table
Curve Length Radius Delta Chord Bearing Chord Length
C1 20.91' 521.47' 2'17'51" S70'59'58"W 20.91'
rn�
v;
o:
w: Legend
Right-of-Way
Z LO. Dedication
W o: ____ ______
o Z: r -� 10' Wide Temporary
Construction Easement
n
o '
a \�Nb1 LANp S
5 �GENS
11779
`P�`/3�a,,z 3 ,ro
W. Franklin Rd. �'p �"N �pP
S.9 :.10 908.44 - - - 1732_10'- 1/4^ S.10 Oy OF �O
s.16 s.15. S.15 M. MCCPN`
S89°15'34"E 2640.54'
Basis of Bearings N
Scale: 1"=30'
0 15 30 60
P:\Colorado Ridge(4490 Franklin) 22-045\dwg\Exhibit—Lot 2 and 10' Temp Construction Easement.dwg 6/30/2023 3:00:22 PM
Job No.
IDAHO Exhibit Drawing for 22-045
SURVEY 9955W.EMERALD HO83704 Right—of—Way Dedication
BOISE,IDAH0837cajon Sheet No.
(208'846-8570 1
GROUP, LLC A portion of the SW1/4 of the SW1/4 of Section 10, Dwg. Date
T.3N., R.1W., B.M., Ada County, Idaho. 6/30/2023
PLAT SHOWING
H0DERN CRAFTSAIAN A T FRANKLIN W. PINE AVE. - 19 - No. 1/2067279
LOCATED IN THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 10 15
UNPLATTED OF SECTION 10, T.3N., RAW., BOISE UNPLATTED
MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO N
2023 0l
_ _- N00'36'35"E M
N00'36'35"E 1057.89' __ __ 30.00'
' 120.10' C34 SO'36'35"W 133.56' C35 W 55, 858.26 23'25'E 126.84' 3 L7 C3g 25.00' 174.63' W 1
S4.23 25'E S5'29'41" 129. _- -- _- --
„� C36 SO'36'35"W 124.95' C37 S4 �6 L5 r
r'
C45 So'36'35"W 133.56' C44 N SNOWMASS LN PRIVATE 41 L8 4 w lin N 1
S4'23'25"E 120.10 S5'29'41"W 129.55' 126.84'
Coro C43 SO'36'35"W 124.95' C42 S4'23'25 E 49 M Ir- LO
M Q r f5.88'
p06
00v00i SO'44'26"W 138.75'
Mr0 aN SNOWMASSSOO "M Z LN (PRIVATE) J 26 W
N O 'n J
`O 7 -0 �� SO4'23'25"E C49 NO'36'35"E 115.96' C50 SO'44'26"W 138.75' I 1
Ico n 0 �g S5'36'35"W
N "r, 1 �1 C 52.87' 117.05' C51 SO'36'35"W 129.50' C52 N04.23'25"W C53 L11 C54 L10N J 1
19 N HANGING 59.19' tr
I SO4'23'25"E C57 S00'36'35"W LAKE LN
l Cg6 52.87' 101.37' (PRIVATE) O3 = w
OI `'d C23 55.36'35W 117.05' C14 U
M N N C22 SO'36'35"W 129.50' C21 L15 L14 C13 L12 r�
04 V� J J L17 co 3
00 J o)
h _j J ao
00 N Q V
01 L24 L) � >-�, I 1
LO ci
U-) v N o O I 1
0) ��� �� N G N BLOCK 1 � 2
z 00 CJ
,0 rn w o
N L25 ` �� J _j U
L OO7.25' 0
I � LO
N• LA
I Z p
� N -0 L% O y N W r 1
U_ co M rn Q
I_ N 5 3 00 N o wl m N
I� v O w �I LO W
o
LO
^
I W J
COCOco M
I s Y fN Lo
I�
N. L u°'i . 3 N '� Q Q Obi
�° w o LO Ir 1 00
O� NO.35'14"E 217.25' M 000 4 N to � Q LO I t m N
�+ Z rn 7 NO.35'14 E 163.00 N 0 3
RIGHT-OF-WAY TO BE �^ N ROYAL GORGE LN (PRIVATE) 00
DEDICATED 50_89 __ NO'35'14"E 260.27 Z � �' N ROYAL GORGE LN (PRIVATE) � I N 1
682.08 187.94 J ro
I I
55' S00'35'14"W 732.97 Noo•3s'14"E-7L` v
~i UNPLATTED
v ,
UNPLATTED I N J
Ir
a
a
� I I
Q NI M 3 I 1
3 N00
I °'
N OTES: 3 1 Z
1. A Permanent Public Utilities, Property Drainage Easement and Pressure Irrigation Easement in favor of Nampa & 00
Meridian Irrigation District and the Homeowners Association is hereby designated where shown and dimensioned in 10 co
this plat. LEGEND r
2. Any Re-Subdivision of this Plat shall be in compliance with the most recently approved Subdivision Standards of the � I " C2 C1 L1
SUBDIVISION BOUNDARY LINE Z I j C3 00'36'35"
City of Meridian. --- --- C�
co
3. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No agricultural - - - SECTION LINE I j 42.45'
operation, agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any changed EASEMENT LINE (SEE NOTE 1) I g C6 O N MOSHOVA of
conditions in or about the surrounding nonagricultural activities after it has been in operation for more than one _______________ EXISTING EASEMENT LINE (AS NOTED) I G AVE (PRIVATE) 41
(1) year, when the operation, facility or expansion was not a nuisance at the time it began or was constructed. _ STREET CENTERLINE
The provisions of this section shall not apply when a nuisance results from the improper or negligent operation of • _ 89.98 229.02_ __ -_
LOT LINE •
an agricultural operation, agricultural facility or expansion thereof." S00'36'35"W 319.00'
4. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of the lot owner unless O6 LOT NUMBER
such responsibility is assumed by an Irrigation/Drainage District. Irrigation water has been provided by Nampa & N00'36'35"E
Irrigation District in compliance with Idaho Code Section 31-3805 1 b • SET 1PL x 24" IRON PIN 35.88'
Meridian
p ( )( )' WITH PLASTIC CAP, PLS 11779 UNPLATTED o
5. Lots within the subdivision will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from
Nampa & Meridian Irrigation District. FOUND ALUMINUM CAP
6. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the highest established MONUMENT
normal Ground Water Elevation. 0 SET 5/8" x 24" IRON PIN
7. Existing ADA County Highway Easement - See Inst. No. 2015-026908. WITH PLASTIC CAP, PLS 11779 10 11 CP & F
8. Existing ADA County Highway Easement - See Inst. No. 2015-033765. ® FOUND 1/2" IRON PIN, PLS 3627 W. FRANKLIN ROAD - NO. 2018-088997.
9. Existing ADA County Highway Easement - See Inst. No. 2016-012433. RESET WITH 5/8" IRON PIN, PLS 11779 15 14
10. Existing Purdam Gultch Drain Easement - See Inst. No. 2020-141157. pL LAiy
11. City of Meridian Water & Sewer Easement - See Inst. No. _________________ CALCULATED POINT NOTHING FOUND OR ��ON EN OsG
12. City of Meridian Water & Sewer Easement - See Inst. No. _________________ SET. o��, ��G SF0 �l
13. Private Street Ingress/Egress, cross-access Easement - See Inst. No. __________________ CODY M. MCCAMMON, PLS 11779 o
14. ACHD Storm Drainage Easement - See Inst. No. _______________ IDAHO SURVEY GROUP 11779 X
N
15. ACHD Permanent Easement [Sidewalk] - See Inst. No. 9955 W. EMERALD ST O
BOISE, ID 83704 S
16. Easement in favor of Nampa & Meridian Irrigation District for ongoing maintenance of Purdham Drain. Cop 9TF OF ��Pp� SHEET 1 OF 5
YM MCCIN
NOTE:
60 0 30 60 120 SEE SHEET 3 OF 5 FOR LINE JoalleyEngineering, Inc.
AND CURVE TABLES.
SCALE IN FEET CIVIL ENGINEERING I PLANNING I CADD
1"=60'
1119 E.STATE STREET,SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
AIODERN CRAFTSAJAN A T FRANKLIN
_ N00'36'35"E 1057.89'
Q-
I ' I - - - - - L237 - - - - - � IW
1 SEE NOTE 10 I I I�-
A- - - - - - - - - - - - _ _ _ _ - N SNOWMASS LN (PRIVATE) 1 0 � 00
- - - - - - L176 - - - - - _ _ _ - - - - - - - � L88 N � 1 � Lo
L175 _ _ � w N
SEE NOTE 1 7 L179 - _ _ - - - - L187 �� `� CO
i - - - - - - - - L180 - - - - - - fir - L183 4186 w J1 IN I L239
z > � - - - - - - - - - - - - � •
��O IIJ L174 L114 L112 , - - - - - - L177 - - - � a N SNOWMASS „
_ - - - - - - - - - - - - — — -� I I S004426 W
_ • L111 L10s • - - L103 00
- - L182 - _ _ °• �, z ,� LN (PRIVATE) I 5.88'
N �- ��� ,• L115 • • • — — L110 — — — L109 L107 L178 - - - L181 - - G J
O \ 6 L113 - - - - - - - -
y L105 SEE NOTE 11 L98 J ~
� • • L97 v L184 l� I - - - - - L2- - - - - - 1 1
1 13 . S08'S1'38"E L101 — — —L10� —L99 • L96 — _ a J I� 41 I
� N51'S1'35"E 32.02' N it .
• • L91 J
L119 31.61' — — — — — — — LAKE LN (PRIVATE)
O S18'55'46"E SEE NOTE 11�/ L� L90 Q 1 I
/ • L147 — 32.89' L16� �6 — — • = I L86 I 1
1 6 7 L148 L4� — — • L164 L160 U 1 i
SEE NOTE 11J 8 - - - - - - - - -
� _ L49 N88'59'30"1N ° L214 I
_ - - - - - I� SEE NOTE 11 L50 L52 L53 I - 20.00' � ,n- SEE NOTE 8
N / / L194 - �L195 L196 I J - • L51
- - - - - - _ L230 - - - • 0 I
� — — J
1 • �`1"� 'C,2� ���� L193 1 I I Q L210 L211 - - - - - - -L21 - - - - - - Lo
L222 I Q I C65 L229 • • I i
3 1 ��. �{^• q o SEE NOTE 1 N
� , �� � �� \ �2° \ \j I I I � J L84 1
�R� \ 1LL2o$ I I
00 �� \, \ �- o �\ \\ BLOCK 1 I N I N J I::]
Lo Po
Lr • 15 I O2 I
Z f+) J J I I
�� �.3j S45'44'02"E \ \ ,\ \ 1 1 I 1 1
L130 \ 35.07' '0 \ \ J I I W
' / • \ 6 \\ 1Ll 5t 1 1
SEE NOTE 12 \ \ c� O cA\ p Z LZ°6 \ 1 O P') 4A to I
,\ \ �)21 J C141 I SEE NOTE 9 ,
\ 1N II I I I 1
' \ \ 39• \� \\ \ \\ \ ��\, \\ C64LLI
I I 1 I 1
1 \ o \.N \ \ C6�L56 I to I rn, rn ' 04
SEE NOTE 1 1 J I i I N
00
L202
1 \\ \ 2 \ \ cj� �L 9\ \• — • — — — — dJ -J�I 41J0 N I � •I °
j/1 III - W
L201 L199 L58 * Y
L136 L135L225 wo QRIGHT-OF-WAY
TO BE � L134 L132 I -L- - - - - -
Z E 9
~ Ix
_L33_ SEE NOT L�� 3 L137 L215 � L154J - L216 � >DEDICATED L217 - - - - - - - � 816
SEE NOTE 1 L140 L138 — — - - I N
N ROYAL GORGE LN (PRIVATE S45.3514W I I 11
�A\ L152 43.84' N ROYAL GORGE LN (PRIVATE)
� L44 L60 Z N89 15'34"W 1
-- -- -- • _ J 31.00' I I
-- -- -- -- -- -- -- • — — — • Z-j
— —S00'35'14"W 732.97' to L64 L236 • L62 - I J
I 1 Lo Q I 1 � �
o LEGEND 1 1 I SEE NOTE 7
F-
I = 1 1
Q --- --- SUBDIVISION BOUNDARY LINE
> - - - - - - - - PUBLIC UTILITY EASEMENT LINE (SEE NOTE 1) I 1 I AI
Q ------------- ADA COUNTY HIGHWAY EASEMENT LINE (SEE NOTE 7) N 1 1 1
- - - - ADA COUNTY HIGHWAY EASEMENT LINE (SEE NOTE 8) O I 1 1 1 I IL75
- - ADA COUNTY HIGHWAY EASEMENT LINE (SEE NOTE 9) 3 I N
--------------- PURDAM GULTH DRAIN EASEMENT LINE (SEE NOTE 10) 00 1 I I J 1 N I I
— — — — — 00
CITY OF MERIDIAN SEWER AND WATER EASEMENT LINE (SEE NOTE 11) LoI 1 1 I I L245 1 I
o) I I - - - - - - - - - - �
-- ---- -- CITY OF MERIDIAN SEWER AND WATER EASEMENT LINE (SEE NOTE 12) 00
z 1 /�L67 • 1 L79 SEE NOTE 11 I 1
LOT LINE
SURVEY DIMENSION LINE I 1 1 L81 Im •J — L77
�� °
1 I J L73
OLOT NUMBER ' - - - L234 - - - O N MOSHOVA4 _ L74 —
0 SET 5/8" x 24" IRON PIN I �l(I'� AVE (PRIVATE) L72
WITH PLASTIC CAP, PLS 11779 °� — — — — L71 — — —
•
CALCULATED POINT NOTHING FOUND OR • -- -- -- ° -- --Zf-- -- -- --
SET. SOO'36'35"W 319.00' SEE NOTE 11
ONNL LAND SHEET 2 OF 5
�\GE N SFO
CODY M. MCCAMMON, PLS 11779 o NOTE:
50 0 25 50 100 SEE SHEET 1 OF 5 FOR NOTES
IDAHO SURVEY GROUP 11779 alley Engineering, Inc.
9955 W. EMERALD ST N o
BOISE, ID 83704 �, �T P� SEE SHEET 3 OF 5 FOR LINE 7
SCALE IN FEET °o F of \° o� AND CURVE TABLES.
1"=50' y�? McCP CIVIL ENGINEERING I PLANNING 1 CADD
1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
AIODERN CRAFTSAJAN A T FRANKLIN
Line Table Line Table Line Table Line Table Line Table Curve Table Curve Table
Line # Direction Length Line # Direction Length Line # Direction Length Line # Direction Length Line # Direction Length Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta
L1 S00'36'35"W 54.97' L52 S89'24'46"E 10.00' L102 S84'23'25"E 23.65' L156 N00'44'26"E 14.78' L206 N17'51'06"W 21.75' C1 32.00' 16.32' 16.14' S14'00'07"E 29*13'22" C34 212.50' 18.54' 18.54' S01'53'25"E 5'00'00"
L2 N71'03'55"E 12.34' L53 S00'36'35"W 143.49' L103 N07'16'36"W 27.58' L157 S89'15'34"E 22.34' L207 N05'36'35"E 2.17' C2 23.00' 11.73' 11.60' S14'00'07"E 29'13'22" C35 212.50' 18.12' 18.11' S03'03'08"W 4'53'06"
L3 N71'03'55"E 12.34' L54 N89'24'46"W 138.84' L104 N84'23'25"W 17.50' L158 S00'44'26"W 14.78' L208 S84'23'25"E 5.00' C3 125.00' 30.12' 30.05' 1N06'17'35"W 13*48'19" C36 187.50' 15.99' 15.98' 1S03'03'08"W 4'53'06"
L4 S89'15'34"E 25.00' L55 N78'09'46"W 21.40' L105 N05'36'35"E 98.13' L159 S89'15'34"E 82.40' L209 S72'08'54"W 21.55' C4 125.00' 25.04' 25.00' N18'56'05"W 11'28'42" C37 187.50' 16.36' 16.36' S01'53'25"E 5'00'00"
L5 S89'15'34"E 15.27' L56 N00'35'14"E 41.77' L106 S84'23'25"E 14.00' L160 N00'36'35"E 47.44' L210 N89'23'38"W 16.03' C5 125.00' 69.29' 68.41' N40'33'14"W 31'45'37" C38 112.50' 9.82' 9.81' S01'53'25"E 5'00'00"
L6 S21'31'16"W 18.65' L57 N89'24'46"W 20.00' L107 N05'36'35"E 20.00' L161 N23'06'35"E 26.13' L211 S05'36'35"W 115.03' C6 125.00' 124.45' 119.37' N27'54'44"W 57'02'37" C39 62.50' 22.81' 22.68' S11'03'55"W 20'54'42"
L7 S00'36'35"W 25.87' L58 S00'35'14"W 34.20' L108 N84'23'25"W 14.00' L162 N00'36'35"E 12.48' L212 N00'35'14"E 157.21' C7 112.50' 38.63' 38.44' N80'54'10"E 19'40'31" C40 37.50' 13.69' 13.61' S11'03'55"W 20'54'42"
L8 S00'36'35"W 25.87' L59 N89'24'46"W 70.75' L109 N05'36'35"E 69.48' L163 N21'53'25"W 36.58' L213 S89'24'46"E 119.89' C8 87.50' 30.05' 29.90' N80'54'10"E 19'40'31" C41 87.50' 7.64' 7.63' S01'53'25"E 5'00'00"
L9 S21'31'16"W 28.14' L60 S00'35'14"W 114.38' L110 NOO'36'35"E 85.00' L164 N00'36'35"E 22.03' L214 S89'24'46"E 39.50' C9 212.50' 34.98' 34.94' N86'01'30"E 9'25'52" C42 212.50' 18.54' 18.54' S01'53'25"E 5'00'00"
L10 S00'44'26"W 27.59' L61 N89'24'46"W 13.00' L111 S89'23'25"E 10.94' L165 N89'24'46"W 152.89' L215 N00'35'14"E 181.94' C10 187.50' 30.86' 30.83' N86'01'30"E 9'25'52" C43 212.50' 18.12' 1 18.11' S03'03'08"W 4'53'06"
L11 S05'01'27"W 32.83' L62 S00'35'14"W 20.00' L112 N00'36'35"E 20.00' L166 N78'09'46"W 60.23' L216 N89'24'46"W 5.00' C11 187.50' 30.86' 30.83' N86'01'30"E 9'25'52" C44 187.50' 15.99' 15.98' S03'03'08"W 4'53'06"
L12 S00'44'26"W 27.59' L63 S89'24'46"E 13.00' L113 N89'23'25"W 10.94' L167 S19'35'49"W 20.03' L217 N00'35'14"E 35.52' C12 212.50' 34.98' 34.94' N86'01'30"E 9'25'52" C45 187.50' 16.36' 16.36' S01'53'25"E 5'00'00"
L13 S89'15'34"E 49.77' L64 S00'35'14"W 47.55' L114 N00'36'35"E 12.42' L168 N89'24'46"W 12.09' L218 N89'24'46"W 35.09' C13 312.50' 23.36' 23.36' S02'52'57"W 4*17'01" C46 27.50' 47.43' 41.76' N53'47'53"W 98'48'55"
L14 S05'01'27"W 32.83' L65 N89'15'34"W 73.11' L115 N15'38'25"W 29.16' L169 N72'08'54"E 108.67' L219 S72'08'54"W 104.72' C14 287.50' 47.24' 47.19' S00'19'01"W 9'24'53" C47 87.50' 40.97' 40.60' S63'22'47"W 26'49'44"
L15 SO4'23'25"E 21.08' L66 S79'28'47"W 65.61' L116 N26'53'25"W 27.83' L170 S17'51'06"E 40.75' L220 S89'24'46"E 80.25' C15 112.50' 9.77' 9.77' N88'05'54"E 4'58'39" C48 112.50' 57.46' 56.84' S19'01'22"E 29*15'54"
L16 N85'36'35"E 48.59' L67 N10'31'13"W 17.63' L117 N63'06'35"E 21.20' L171 N72'08'54"E 108.67' L221 N00'35'14"E 21.75' C16 112.50' 37.49' 37.31' S79'52'02"E 19'05'28" C49 312.50' 27.27' 27.26' S01'53'25"E 5'00'00"
L17 SO4'23'25"E 13.11' L68 S79'28'47"W 30.08' L118 N26'53'25"W 20.00' L172 N17'51'06"W 39.75' L222 S00'35'14"W 21.75' C17 87.50' 29.16' 29.02' S79'52'02"E 19'05'28" C50 312.50' 27.27' 27.26' S03'06'35"W 5'00'00"
L18 N85'36'35"E 48.59' L69 N44'16'13"W 50.83' L119 S63'06'35"W 21.20' L173 N85'36'35"E 55.75' L223 S89'24'46"E 80.25' C18 112.50' 37.49' 37.31' S79'52'02"E 19'05'28" C51 287.50' 25.09' 25.08' S03'06'35"W 5'00'00"
L19 S89'24'46"E 81.84' L70 S33'01'13"E 15.35' L120 N26'53'25"W 16.99' L174 N04'23'25"W 138.69' L224 S89'24'46"E 89.41' C19 87.50' 29.16' 29.02' S79'52'02"E 19*05'28" C52 287.50' 25.09' 25.08' S01'53'25"E 5'00'00"
L20 S89'24'46"E 81.84' L71 S00'36'35"W 147.59' L121 N49'23'25"W 73.01' L175 SO4'23'25"E 141.12' L225 S00'00'00"E 83.78' C20 87.50' 7.60' 7.60' N88'05'54"E 4'58'39" C53 312.50' 51.35' 51.29' S00'19'01"W 9'24'53"
L21 S89'24'46"E 25.16' L72 S00'36'35"W 60.28' L122 N40'36'35"E 25.58' L176 S00'36'35"W 148.92' L226 S45'00'00"E 43.40' C21 312.50' 27.27' 27.26' S01'53'25"E 5'00'00" C54 287.50' 21.49' 21.49' S02'52'57"W 4*17'01"
L22 N89'23'25"W 43.55' L73 N89'23'25"W 5.50' L123 N49'23'25"W 20.00' L177 N00'36'35"E 144.12' L227 S89'15'34"E 114.79' C22 312.50' 27.27' 27.26' S03'06'35"W 5'00'00" C55 87.50' 38.73' 38.42' S52'43'00"E 25'21'50"
L23 N89'23'25"W 43.74' L74 N00'36'35"E 60.29' L124 S40'36'35"W 21.55' L178 N05'36'35"E 143.25' L228 N89'15'34"W 43.40' C23 287.50' 14.67' 14.67' SO4'08'50"W 2'55'28" C56 87.50' 54.43' 53.56' S22'12'45"E 35'38'40"
L24 N33'15'12"E 13.09' L75 N00'36'48"E 7.85' L125 N35'01'37"W 20.78' L179 S05'29'41"W 146.61' L229 S00'44'26"W 40.99' C24 37.50' 12.08' 12.03' S81'22'44"W 18'27'41" C57 287.50' 25.09' 25.08' S01'53'25"E 5'00'00"
L25 N33'15'12"E 13.09' L76 N87'53'29"W 60.38' L130 S35'01'37"E 13.25' L180 S00'36'35"W 144.11' L230 N00'35'14"E 27.97' C25 62.50' 20.11' 20.03' S81'22'04"W 18'26'20" C58 62.50' 20.14' 20.05' S81'22'44"W 18'27'41"
L26 S35'01'37"E 45.85' L77 N00'36'35"E 77.68' L131 N00'35'14"E 20.00' L181 N00'36'35"E 152.29' L231 N89'24'46"W 94.75' C26 37.50' 25.46' 24.97' N52'42'03"E 38'53'42" C59 37.50' 12.07' 12.02' S81'22'04"W 18'26'20"
L27 S35'01'37"E 31.01' L78 S89'23'25"E 13.00' L132 N89'24'46"W 12.99' L182 N04'23'25"W 141.36' L232 N70'25'55"W 11.78' C27 112.50' 30.12' 30.03' S42'41'50"E 15'20'25" C60 62.50' 42.43' 41.62' N52'42'03"E 38'53'42"
L28 S49'57'55"W 16.36' L79 N00'36'35"E 20.00' L133 N00'35'14"E 83.57' L183 SO4'23'25"E 139.94' L233 S89'15'34"E 163.37' C28 521.47' 20.91' 20.91' N70'59'58"E 2'17'51" C61 112.50' 4.46' 4.46' S64'15'45"E 2'16'22"
L29 S49'57'55"W 16.36' L80 N89'23'25"W 13.00' L134 S89'24'46"E 12.99' L184 N00'44'26"E 34.81' L234 N00'44'26"E 92.47' C29 87.50' 33.17' 32.97' S45'53'13"E 21*43'11" C62 92.00' 29.61' 29.48' N81'22'04"E 18'26'20"
L30 S76'47'39"W 23.68' L81 N00'36'35"E 40.55' L135 N00'35'14"E 20.00' L185 S89'15'34"E 71.23' L235 N89'24'46"W 163.62' C30 87.50' 13.21' 13.20' S61'04'22"E 8'39'07" C63 143.00' 23.70' 23.68' N75'04'13"W 9'29'50"
L31 S76'47'39"W 23.68' L82 N79'28'47"E 78.51' L136 N89'24'46"W 12.99' L186 N21'31'16"E 30.91' L236 N00'35'14"E 92.04' C31 112.50' 37.28' 37.11' S55'54'23"E 18'59'05" C64 57.00' 8.07' 8.06' S74'22'41"E 8'06'46"
L33 S54'58'23"W 38.00' L83 S89'15'34"E 303.00' L137 N00'35'14"E 38.19' L187 S00'36'35"W 40.05' L237 S00'44'40"W 130.58' C32 112.50' 52.68' 52.20' S63'22'47"W 26'49'44" C65 41.00' 56.30' 51.98' S06'17'25"W 78'40'34"
L34 N35'01'37"W 40.62' L84 S00'44'26"W 11.59' L138 N72'08'54"E 14.42' L188 N72'08'54"E 80.25' L238 S89'15'34"E 55.63' C33 52.50' 90.54' 79.73' N53'47'53"W 98'48'55" C66 47.00' 41.47' 40.14' N42'01'38"E 50-33-23"
L35 S35'01'37"E 13.61' L85 S89'15'34"E 23.00' L139 N17'51'06"W 21.86' L189 N17'51'06"W 21.75' L239 N00'44'26"E 130.58'
L36 S49'23'25"E 25.50' L86 N00'44'26"E 11.59' L140 N50'08'54"E 7.35' L190 N72'08'54"E 80.25' L240 N89'15'34"W 55.62'
L37 S40'36'35"W 34.31' L87 S89'15'34"E 118.76' L141 N72'08'54"E 41.10' L191 S17'51'06"E 21.75' L241 S00'44'40"W 130.58'
L38 S72'08'54"W 61.35' L88 N00'44'26"E 30.91' L142 N83'23'54"E 7.69' L192 S72'08'54"W 198.10' L242 S89'15'34"E 53.63'
L39 N17'51'06"W 12.50' L89 N89'15'34"W 84.07' L143 N72'08'54"E 100.06' L193 S17'51'06"E 36.64' L243 N00'44'26"E 23.06'
L40 S72'08'54"W 20.00' L90 N00'36'35"E 43.60' L144 N40'36'35"E 36.55' L194 N00'36'35"E 61.87' L244 S89'15'34"E 371.87'
L41 S17'51'06"E 12.50' L91 N23'06'35"E 19.58' L145 S49'23'25"E 42.71' L195 N09'18'41"W 18.87' L245 N00'44'26"E 107.52'
L42 S72'08'54"W 60.69' L92 S89'23'25"E 19.04' L146 S26'53'25"E 42.76' L196 S00'36'35"W 54.30' L246 N89'15'34"W 425.49'
L43 S50'08'54"W 32.57' L93 N00'36'35"E 20.00' L147 S00'36'35"W 131.85' L197 N89'23'25"W 32.19'
L44 S00'35'14"W 247.60' L94 N89'23'25"W 13.84' L148 S05'36'35"W 47.03' L198 S72'08'54"W 146.67'
L45 S89'24'46"E 71.78' L95 N21'53'25"W 43.61' L149 N84'23'25"W 50.06' L199 N89'24'46"W 30.45'
L46 N72'08'54"E 146.21' L96 N00'36'35"E 56.27' L150 S72'08'54"W 147.62' L200 S00'36'28"W 146.62'
L47 S84'23'25"E 51.62' L97 S89'23'25"E 10.44' L151 N89'24'46"W 35.75' L201 N17'51'06"W 3.16'
L48 S05'36'35"W 128.59' L98 N00'36'35"E 20.00' L152 N00'35'14"E 21.00' L202 S00'36'28"W 3.61'
L49 S00'36'35"W 37.35' L99 N89'23'25"W 10.44' L153 S89'24'46"E 12.99' L203 N72'08'54"E 80.25'
L50 N89'24'46"W 10.00' L100 N00'36'35"E 114.89' L154 S00'35'14"W 132.08' L204 N17'51'06"W 21.75'
L51 S00'36'35"W 20.00' L101 N05'36'35"E 38.37' L155 S89'15'34"E 129.77' L205 N72'08'54"E 80.25' O�1 GENSFo sG� SHEET 3 OF 5
CODY M. MCCAMMON, PLS 11779 o NOTE:
1955 SURVEY GROUP 11779 SEE SHEET 1 OF 5 FOR NOTES 6alleyEngineering, Inc.
9955 W. EMERALD ST P�BOISE, ID 83704
T
MCCPM� CIVIL ENGINEERING I PLANNING I CADD
1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
AIODERN CRAFTSAJAN A T FRANKLIN
Certificate Of Owners Certificate of Surveyor
Know all men by these presents: that BPS Franikin Road LLC, an Foreign Limited Liability Company is the Owner of I, Cody M. McCammon, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho,
the Property described as follows: and that this plat as described in the "Certificate of Owners" is drawn from an actual survey made on the
ground under my direct supervision and accurately represents the points platted thereon, and is in conformity
A parcel of land located in the Southwest 1/4 of the Southwest 1/4 of Section 10, Township 3 North, Range 1 West, with the State of Idaho Code relating to plats and surveys.
Boise Meridian, Ada County, Idaho, more particularly described as follows:
Commencing at the Section corner common to Sections 9, 10, 15 and 16, T.3N., RAW., B.M. from which the 1/4
corner of said Sections 10 and 15, bears South 89°15'34" East, 2640.54 feet; thence on the south boundary line of
said Section 10 South 89°15'34" East, 702.06 feet; thence North 00°36'35" East, 35.88 feet to the REAL POINT OF pNPk- LAND
BEGINNING;
�cg� �XGE ENS O
thence continuing North 00°36'35" East, 319.00 feet; 11779
Cody M. McCammon o P.L.S. No. 11779
thence South 89°15'38" East, 206.24 feet; ��p�TF OF \,�,Pp�
YM MCCNM�
thence North 00°35'14" East, 732.97 feet;
thence South 89°15'50" East, 412.30 feet to the east boundary line of the Southwest 1/4 of the Southwest 1/4
of said Section 10;
thence on said east boundary line, South 00°36'35" West, 1,057.89 feet to the north right—of—way line of W.
Franklin Road;
Acknowledgment
thence on said north right—of—way line the following three (3) courses and distances: State of Idaho
S.S.
North 89°15'34" West, 65.31 feet; County of Ada
On this ______day of , 2023, before me, the undersigned, a
North 00°44'26" East, 5.88 feet; notary public in and for said state, personally appeared Jennifer Butler, known or
identified to me to be the controller of JRMR Baron Manager LLC, the limited
North 89°15'34" West, 552.95 feet to the REAL POINT OF BEGINNING. liability company and that said limited liability company executed the some.
In witness whereof, I have hereunto set my hand and affixed my official seal the
Containing 11.472 acres, more or less. day and year in this certificate first above written.
It is the intention of the undersigned to hereby include the above described property in this plat and to
dedicate to the public, the public streets as shown on this plat. The easements indicated on said plat are not
dedicated to the public. However, the right to use said easements is perpetually reserved for public utilities and for
such other uses as designated hereon, no permanent structure other than for such utility purposes or such other My Commission Expires Notary Public, State of Idaho
uses are to be erected within the limits of said easements. All lots in this plat will be eligible to receive water Residing In Boise, Idaho
service from an existing City of Meridian Water main line located adjacent to the subject Subdivision, and City of
Meridian Water has agreed in writing to serve all the lots in this Subdivision.
BPS Franikin Road LLC, an Foreign Limited Liability Company
Jennifer Butler
JRMR Baron Manager LLC, Controller
Valley Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
SHEET 4 of 5 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
AIODERN CRAFTSAJAN A T FRANKLIN
Health Certificate Certificate Of County Surveyor
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby
review by a Qualified Licensed Professional Engineer (QLPE) representing City of Meridian Public Works, certify that I have checked this plat and that it complies with the State of Idaho Code
and the QLPE approval of the design plans and specifications and the conditions imposed on the relating to plats and surveys.
developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time
of this approval, no drinking water extensions or sewer extensions were constructed. Building
construction can be allowed with appropriate building permits if drinking water extensions or sewer
extensions have since been constructed or if the developer is simultaneously constructing those
facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in
accordance with Section 50-1326, Idaho Code, by the issuance of a Certificate of Disapproval, and
no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be
allowed. County Surveyor
Approval of City Council
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho do hereby
certify that at a regular meeting of the City Council held on the day of
District of Health Department, REHS Date 20 , this plat was duly accepted and approved.
City Clerk, Meridian, Idaho
Approval of Ada County Highway District Certificate of County Treasurer
The foregoing plat was accepted and approved by the Board of Ada County Highway District I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the
Commissioners on the day of 20 requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent county
property taxes for the property included in this subdivision have been paid in full. This certification
is valid for the next thirty (30) days only.
President ACHD
County Treasurer Date
Approval of City Engineer County Recorder's Certificate
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve State of Idaho
this plat. } SS. Instrument No.
County of Ada )
I hereby certify that this instrument was filed at the request of Idaho Survey Group, LLC,
at minutes past o'clock M.,
City Engineer Date
this day of 20 in Book of Plats at
Pages through
Fee $
ENS
FOO SG�
o�
11779
Deputy Ex—Officio Recorder no �TF OF
O
YM MCCN
6ailey Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
SHEET 5 OF 5 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
PLANT SCHEDULE LANDSCAPE COMMON AREAS - (COLOR CODED) Lo
LANDSCAPE CALCULATIONS DEVELOPER SURVEYOR LANDSCAPE ARCHITECT 1 M O
x a0 0
0
COMMON OPEN SPACE: KEY MATERIAL GRASSES NOTES SANDROCK DEVELOPMENT. IDAHO SURVEY GROUP PAUL NORBERG ui
TOTAL NUMBER OF TREES:63 m Q
DROUGHT RESISTANT UNDER THE JURISDICTION OF NMID Q (5)
SYM COMMON NAME SYM COMMON NAME TOTAL OPEN SPACE(MANICURED GRASS NOT INCLUDING NATIVE GRASS (NO TREES ALLOWED) S.F. = ±74,432 1468 JAMES RD 9955 EMERALD ST, HARVEST DESING a O O
AVIATOR STREET LANDSCAPE BUFFER)=9,492 S.F. GARDNERVILLE, NV 89460 BOISE, ID 83704 EMAIL: PAUL@HARVESTDESIGN.TV o M m
TREES SHRUBS MANICURED GRASS S.F. = t28,345
CONTACT:
LU
(9492 S.F.)/4000S.F./ TREE)=2 TREES REQUIRED PHONE: (208) 846-5570 M Z
ZS RIVER BIRCH EP CONEFLOWER LARRY JACOBSON W 0
OR COLUMNAR ENGLISH OAK JS SKYROCKET JUNIPER TREES PROVIDED=8 TREES S.F. = t16,284 (NOTE: ALL PLANTER m
AT PACIFIC SUNSET MAPLE PA DWARF FOUNTAIN GRASS PLANTER BEDS BEDS WILL BE PLANTED WITH SHRUBS EMAIL: LARRY@SANDROCKDEVELOPMENT.COM
GT CRIMSON SUNSET MAPLE PI BIRD'S NEST SPRUCE THAT "AT MATURITY" WILL COVER 70% 0 15 30 60 90 Z
AP URBAN SUNSET MAPLE RF FINE LINE BUCKHORN OF THE BEDS Q
Q
SCALE: 1" = 30' N
SITE NOTES
1. THERE ARE NO EXISTING TREES ON SITE.NO
/ NMID PRUDAM GULCH DRAIN EASEMENT LINE.ONLY MITIGATION IS REQUIRED.
NATIVE GRASSES ALLOWED WITHIN THE EASEMENT AREA 2. NO AREAS WITH EXISTING CONTOURS 0
- _ GREATER THAN 20%SLOPE.
3. TREES SHALL NOT BE PLANTED WITHIN THE 10'
COO TREES ALLOWED CONDITIONS)i200'/35 6 TREES
_ A _ CLEAR ZONE OF ALL ACHD STORM DRAIN PIPE,
\ =8 PER NMID
STRUCTURES,OR FACILITIES
O �-- 4. SEEPAGE BEDS MUST BE PROTECTED FROM
all _ ANY AND ALL CONTAMINATION DURING THE
CONSTRUCTION AND
®`•�'� ^^•� - .. -„ .,,�., �O ®� Bey - - as _ _ _ -•���- LAN SCAPE IRRIGATION SYSTEM.
INSTALLATION OF THE
iO
�N \ NMID R AN E M NATIVE GRA GRASSES WITHIN EASEMENT AREA � • r `~ `, " Q''� NATIVE GRASSES ALLOWED WITHIN THE EASEMENT AREA
I
_ y NMID PRUDAM GULL DRA N EAS E I Y EA
T W TOPEKA ST.
--- s
PI
6S P
_ �� v
I
�y h
2 W
r
� .
,
I
_ U
COMPASS CHARTER ca
6
of s
SCHOOL y� �, 0 I ,
STORMWATE$ L - - - - - - J ; �.' I I - ,1 ¢ ID PRUDAM GU CH R EASEMENT
FACILITY
' I „ _ LINE. ONLY NATIVE GRASSES ALLOWED a
/ — 0 Q L. n. j 3
� AN
m . - I I I I WITHIN THE EASEMENT AREA J
q
I W LOS ALAMOS LN 11 700 1 5 000=2..34 TREES i U
TxaasN
PRIVATE ROAD. (4 TREES PROVIDED) r,
N o I I . OTaEQUtxED —� 22 LANDSCAPE ''PLAN - FINAL PLAT CHECKLIST ` W
F- I � � � � i ,n z � u�g r
� i
O °I I 4'1 (a '� . .,, mad' '' " �s' a I C?`• - r - _ _ REFER TO SHEET
Date,scale north harrow,and project name
I a
L1
I a
• ", I. P`P� r »� l� Names,addresses, and t1 lephone numbers of the
L_—
�'•I• •C - REFER T O SHEET
', <� I .;• " " I ��,Z"L "�� -x �- - __ developer and the person)and/or firm preparing the planLl
-^' X z Z Stamp/signature of a Ian scape architect landscape RE
✓` REFER TO SHEET
f
a designer,or qualified nu eryman preparing the plan L1
I z- _ _ _ ( I ' TALI_BLACK IRON FENCE O �j I Existing natural features Such as canals, creeks,drains, REFER TO CIVIL
g'
SEE DETAIL ON SHEET 12 C ponds,wetlands,floodpl 'ins,high groundwater areas,and SITE DRAWING
pP
a
rock outcroppings
s
CI O I - SHEET C1.0
u r _—_..-.:._ ' -.
O - I O - `'' p 'z ¢ tT1�3 r Location,size,and speci s of all existing trees on site with THERE ARE NO
~ I •:•v ;',,.. i �., _ 1 ."ia'2 1 '�' trunks 4 inches or greater in diameter,measured 6 inches EXISTING TREES
FO ACHD OR - `
t.• » above the ground. Indicate whether the tree will be retained ON SITE
FACILITY MAINTENANCE �•�� � or removed
O
~
I ° .•,• „• -• - I O - - A statement of how exist rig healthy trees proposed to be
retained will be protected,from damage during construction• o ° 0 ° J �
a I OO° (9� _ NOT APPLICABLE
(D
Ali 4, _ - - '�-- - - g g REFER TO CIVIL
_ I _ •'�»� �- power poles,walls fences es,planting areas, fight poles,
-- -- --- -- - --=- O - ---- - I -A areas,vehicular drives,trash berms, parking and loading SITE DRAWING
stormwater detention are SHEET C1.0
xis m w m s structu
2sh areas,sidewalks, pathways,
p \ I T TR LE W FE LN � D as,signs,street furniture, and
'ES NOT �, ;I other manmade elements
I pRJV ATV,ROAD.TR1
d ' 6
x 7 600/5 000 1.52 THE
m } DES I r V A / t�'-1�' tadpl ( 20%slope.Berms shall be
for all areas steeper than
O D - --- - -- - ` ( ) I I I --. v, 9 vji, - - e shown with one-foot contours NOT APPLICABLE
t- L ^ 2 TREES PROVIDED I M 'h r1 Ste Existing and
es as tlef oed µJ - - ,. »"- I 9 ,in 11-3A-3 of this ordinance REFER TO SHEET
r I I I
cy PLA D 35% E LANDSCAPE AREA
00 _ r f ,,. _ , Q _� :: �� � F al proposed plan ding tre REFER TO SHEET
.•. I AVIATOR STREET(TYP.)
� '. Location and labels for is inclu es
n f plant materials L1
shrubs and groundcove .Scale show or la
ALI PLANTER BEDS WILL BE PLANTED WITH
' shall reflect approximate mature size
y,.„ • SHRUBS THAT"AT MATURITY"WILL COVER
,9 ,I :' 1 a. r.' .. x ? - l g/�'y .�Kt?:Lr �i• f 1 p /0'%OF THE BEDS F
'9,j, i r..+• .+ . ., �. '' ✓ v �f^ 1, - _ p; , _ A plant list that shows thili plant symbol,quantity, botanical REFER TO G� SHEET o¢-. ;4;:, .;• ..1 ` F., v a - -- ,L ;; F name,common name,minimum planting size and container, L2
an tree class(I, II, or III).
':"•' Planting and installation stalls as necessary to ensure REF 9 rY ER TO SHEET
t:1 r - - - .i W SANTA FE. DR. ,�..�� I conformance with all req !red standards L2
- -- ,�" - -` _---- Location and drawing/detail of all proposed fencing REFER TO SHEET
m :I
SIq�T �""' � � f L1 &L2 �
Calculations of project co m ponents to demonstrate Z
compliance with the requirements of this ordinance, O rn
PLANTER BEDS 35°/ F ND CAPE AREA I l •.' [1 �::..i, - -�— i "• O \ _ i includingce N g equ e
°O LA S e O �� i " w' a-SHEET L1
s r
-• V , e.;:' - a. Width of street bu ers, lineal feet of street fronta e,
ALONG AVIATOR STREET(TYP.) �; , • '° = S - i_. W AVIATOR ST. 9
ALL PLANTER BEDS WILL BE PLANTED WITH qPP:- _! "4 �: "Y' \ - and number of street trees
SHRUBS THAT"AT MATURITY"WILL COVER , i ��• .r , 'sa - �` �i �-r r~ % n.+ `.-•�'" / - b. Width of parkways,lineal feet and number of street b-SHEET L1 O
70%OF THE BEDS y�Ca . •,..Y. ( . .... I I 9 --- trees W
O qualified p. space(include c-SHEET L1 O
C. Acreage dedicate for qua � open s a e inc
eta of
D ^ I TREES TO BE IND I PLANTER BED % OF LAND CAPE AREA \ �"� T TR/qN '� -�'-gym- .�. d. Number of treesti provided on common lot(s) d-SHEET L1 0-
REES TO BE BACK OF WALK l '; I BACK Or WALK I ALONG AVIATOR STREET(TYP.) q<E !'' - - - T ;`� -. I __'1 e. Mitigation for removal of existing trees e-SHEET Lt
ALL PLANTER BEDS WILL BE PLANTED WITH i s \ / _ �\ - Li
_�. SHRUBS THAT"AT MATURITY"WILL COVER z
70%OF THE BEDS-10
// :-••�
00
p in PIRMALDIR""
- {{ r -
--
--- ---- _- ------
� ----
`ram �✓� LINE.ONLY NATIVE GRASSES ALLOWED
WITHIN THE EASEMENT AREA
00
1 OV-
*.
- V a
N
i
LANDSCAPE CALCULATIONS .._------�"• `� - j/ � ,W
LANDSCAPE CALCULATIONS LANDSCAPE CALCULATIONS N.BAREBACK AVE.&W TOPEKA ST.&N HANGING LAKE WAY:
AVIATOR STREET: W SANTA FE DR: 8' GRASSY INFILTRATION SWALE LANDSCAPE BUFFER /
(TYP.)AS PER ACHD SNIP SD-30
20'LANDSCAPE BUFFER TOTAL DISTANCE=200 LINEAR FEET TOTAL DISTANCE=990 LINEAR FEET LESS(2)VISION TRIANGLE OPENINGS
TOTAL DISTANCE=840 LINEAR FEET LESS AREAS AT(2)CLEAR 200L.F.X(1 Tree/35 L.F.)=6 TREES AT W SANTA FE DR. (2`90LF.= 180 L.F.) =990L.F.-180L.F.=810 L.F. NMID LOT.ONLY NATIVE GRASSESI t'A �+ ••
VISION TRIANGLES(90'EACH)=840LF.-160 L.F. =665 LINEAR FEET REQUIRED ON EACH SIDE OF ROAD(12 TREES 810L.F.X(1 Tree/35 L.F.)=23 TREES REQUIRED ON BOTH SIDES OF THE ' ,✓ ® / ALLOWED WITHIN THIS AREA .�4 •••• SHEET L1
665L.F.X(1 Tree 135 L.F.)=19TREES REQUIRED TOTAL) STREET=46 TOTAL TREES(LESS 6 TOTAL EACH SIDE)=46-6=40 I `f.° " v r7 •y��,'�A�pSC AF�..•`•
TREES PROPOSED:24 TREES PROPOSED: 12
TREES REQUIRED=40 ® I �/ L NDSCAP NG IN THIS AR A TO BE ,yN • DATE: SEPTEMBER 2023
TREES PROPOSED:40 COMPLETED BY OTHERS I BRONZE BOW
-� PROJECT N0: 21009
C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SH LANDSCAPE PLANS\21009 CD BASE.DWG
X 0°O
moz
0 COL COL-nu0
co
En
z m
PLANT LEGEND z
s SYMBOLI BOTANICAL NAME ICOMMONNAME I SIZE INCITES W o
TREES
BETULA NIGRA RIVER BIRCH 10' - 12' B&B
X CLASS II 40'H x 40'W
PRUNE ALL DEAD 2" x 2" SQ POST 6' O.C. 1 1YB -
k & INJURED WOOD. (.080 WALL MIN.) 4° PICKET SPACING HORIZONTALRAIL QUERCUS ROBUR COLUMNAR ENGLISH OAK 2" CAL. B&B z
DO NOT CUT LEADER. °
x 5/B° PICKETS CLASS III - 50'H x 15'W
(.050 WALL) Acer truncatum x platanoides Pacific Sunset Maple 2 Cal.
0
CLASS II -40'H x 40'W
APPROVED TREE WRAP ° Acer truncatum x platanoides Crimson Sunset Maple 2" Cal.
APPROVED FROM BALL TO FIRST BRANCH CLASS II - 40'H x 40'W
WEBBING, 5'
ABOVE BALL T4- Acer truncatum x platanoides Urban Sunset Maple 2" CAL. B&B
2'x2" WOOD MIN. < ° CLASS II - 40'H x 40'W
STAKE, DRIVEN SHRUBS -AMONG OTHERS
'TIL FIRM, 2' MIN 3" BARK MULCH LAYER ECHINACEA PURPUREA CONEFLOWER #1
SET ROOT BALL 1" ABOVE O
RETENTION BASIN 3'H x 3'W
o° o°o °o° o°o
so
3" BERM - �W� v �V�i• 00 oao 000 00o JUNIPERUS SCOPULORUM SKYROCKET JUNIPER #2
° ° ° o °
0° 0°0 a °0° 0°0 m 15'H x 3'W
O° O°O N °O° O°O
Op O0O �O� OHO
TURN BACK • 00 0e0 g°g 000 PENNISETUM DWARF FOUNTAIN #1
BURLAP ° °o o°o° o o°o° O
\\ ALOPECUROIDES GRASS 3'H x 3'W .•auu„a,,
COMMERCIAL BACKFILL SOIL PLANTING MIX 12" .P�p `+ OF/Q •�'i�
FERT. TABLETS "MIN FOOTINGTE o PICEA ABIES BIRD'S NEST SPRUCE #5 %V NO •��' H
NOTES;
5'H x 6'W �' 4Oil
TWICE TITHE SIZE OF 1. WROUGHT IRON FENCE STYLE MAY VARY SLIGHTLY. CONTRACTOR TO CONFIRM WITH o RHAMNUS FRANGULA FINE LINE BUCKHORN #5 A (n
W = J
PLANT BALL COMPACTED DEVELOPER PRIOR TO INSTALLATION TH x 3'W F-
BASE `" tAL ~
WROUGHT IRON FENCE - DOG PARK Ground Covers '��l ti �4G•' ® W
DECIDUOUS TREE PLANTING DETAIL Kentucky Bluegrass Sod '•�..9sCAQ� .••''
NOT TO SCALE •'Nrn•�n•••��� wq
NOTES: Grid
1. TREE BASINS TO RECEIVE 3" SHREDDED BARK PER SPECIFICATIONS. = W
2. STAKE ALL TREES PER DETAIL. •�. Z?� r/+ a 3. PLANT PER DETAIL. �•�" •�I�` •• V, V
Z (A
0 in
RUBBER HOSE WITH ~ Z
WIRING INSIDE
3" BARK MULCH LAYER J
��NN� 3„ BERM
3° DIAMETER COMMERCIAL F�
FERT. TABLETS /\
POLE DRIVEN IRRIGATION & TOPSOIL NOTES
UNTIL FIRM, I
4"MIN
2' MIN 3" BARK MULCH LAYER. BACKFILL SOIL PLANTING MIX
SET ROOT BALL 1" ABOVE 1. POINT OF CONNECTION TO BE APPROVED BY JURISDICTION PROVIDING WATER SOURCE.
GRADE OF WATER RETENTION 2. PROVIDE MINIMUM(1)QUICK COUPLER VALVE PER EACH(6)AUTOMATIC VALVE ZONES.APPROVE Q.C.V LOCATIONS WITH LANDSCAPE NURSERYMAN.
BASIN 3. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS AREAS AND SURFACES(BUILDINGS,SIDEWALKS, DRIVEWAYS,AND
3" BERM V ASPHALT AREAS).
4. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100%HEAD TO HEAD COVERAGE WITH TRIANGULAR SPACING
COMPACTED 5. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES.
TURN BACK ;;;; BASE 6. ELECTRONIC WATER DISTRIBUTION/TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS
BURLAP 6.1. PRECISE INDIVIDUAL STATION TIMING
6.2. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES
6"MIN """ BACKFILL SOIL SHRUB PLANTING DETAIL 6.3. AT LEAST ONE PROGRAM FOR EACH HYDRO-ZONE
PLANTING MIX 6.4. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF
COMMERCIAL 6.5. POWER FAILURE BACKUP FOR ALL PROGRAMMED INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER
FERT. TABLETS 36" IN TO RESPECTIVE HYDRO-ZONES.
TWICE THE SIZE OF 7. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM.
PLANT BALL 8. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS AND 18"AT PLANTER BEDS.
COMPACTED 9. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES.
BASE TURF 10. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH INSURES COMPLETE COVERAGE AND PROPERLY ZONED
MULCH OR LANDSCAPING ROCK FOR REQUIRED WATER USES. EACH HYDRO-ZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS.
CONIFER TREE PLANTING DETAIL PER SPEC 11. ALL GRAVEL,SUBBASE,AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO
GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM
MOM BEING CONTAMINATED WITH ROCK MATERIALS.CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSCAPE NURSERYMAN AND OWNER FOR
TREE PLANTING NOTES APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS.
-I I I-I " 1 12. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN.
I- _ 13. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE,UNIFORMLY FINE TEXTURE.REMOVE RIDGES AND FILL DEPRESSIONS,AS REQUIRED TO
1. CREATE A PLANTER BED OR MULCH RING WITH A 5'DIAMETER AROUND THE TREE TRUNK. ENSURE A MINIMUM OF 3"OF -- - _ �'� = MEET FINISHED GRADES FINISH GRADE OF TOPSOIL SHALL B 2 BELOW FINISH GRADE OF PAVEMENTS ARE OR SOD AND 1 FOR SEED
MULCH IS SPREAD,AVOIDING ANY MULCH PLACEMENT WITHIN 2"OF THE TREE TRUNK. I -I I I I -_ �"-t III-III-III=III-III-III-III--III- E AS F .
ICI I-III-III (I I-I I-III-1 _I I I I-� 14. COMPACTED TOPSOIL THICKNES AT THE FOLLOWING AREAS:
i - I I 14.1. LAWN AREAS:9 INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS.
2. REMOVE ALL BURLAP,TWINE, ROPE,OR ANY MATERIALS FROM THE UPPER 1/3 SECTION OF THE ROOTBALL. -I=I I I "III- 14,2. PLANTER BEDS: 12 INCHES MINIMUM
3. IMMEDIATELY AFTER INSTALLATION,THOROUGHLY WATER THE PLANTS. FINISH CUT EDGE TOP SOIL 15, PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED.PLACE TOPSOIL DURING DRY WEATHER.PROVIDE ADDITIONAL
w
4. THE DECISION TO STAKE THE TREE LIES WITH THE CONTRACTOR.HOWEVER,ANY TREES THAT BECOME MISALIGNED GRADE IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE,AS REQUIRED. F
DURING THE PLANT WARRANTY PERIOD WILL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR EXPENSE. p
5. WHEN INSTALLING THE TREE OR TREE STAKES,TAKE CARE NOT TO DISTURB OR DAMAGE THE ROOT BALL.ADDITIONALLY, PLAN ER CUT BED EDGE MATERIALS NOTES LANDSCAPE NOTES
AL
AVOID CUTTING OR DAMAGING THE LEADER OF THE TREE. NOT TO SCE
1. CONTRACTOR SHALL REPORT TO THE NURSERYMAN ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK,PRIOR
GRASS MATERIALS TO BEGINNING WORK.
1. THE LAWN SOD MUST BE STRONGLY ROOTED AND AT LEAST 1 GROWING SEASON in
OLD,COMPLETELY FREE FROM WEEDS AND UNDESIRABLE NATIVE GRASSES,ONLY 2. ALL TREES TO BE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK OF ANY SIDEWALK N m
SOD THAT IS VIABLE AND CAPABLE OF GROWTH AND DEVELOPMENT WHEN PLANTED 3. STORM PONDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE 0
(NOT DORMANT)SHOULD BE PROVIDED. IRRIGATION SYSTEM.
N o
2. THE SOD SHOULD HAVE UNIFORM PAD SIZES,WITH A MAXIMUM ALLOWABLE 4. NO TREES SHALL BE PLANTED WITHIN THE 10 FOOT CLEAR ZONE OF ALL ACHD STORM DRAIN PIPE,STRUCTURES,OR FACILITIES W
DEVIATION OFS°h IN EITHER LENGTH OR WIDTH. SOD PADS WITH UNEVEN ENDS OR 5. COORDINATE ALL DRAINAGE AREAS AND UTILITIES WITH TREE LOCATIONS AND ADJUST PER FIELD CONDITIONS. Of
BROKEN PADS WILL NOT BE ACCEPTED.ANY SOD PADS THAT CANNOT SUPPORT 6. ALL LANDSCAPE AREAS SHALL HAVE A STATE OF THE ART AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH INSURES COMPLETE COVERAGE AND g
THEIR OWN WEIGHT WHEN VERTICALLY SUSPENDED WITH A FIRM GRASP ON THE IS PROPERLY ZONED FOR REQUIRED WATER USES AND HAS A WEATHER STATION CAPABLE OF TURNING OFF FOR RAIN/FREEZE EVENTS.ALL SHRUBS U
UPPER 10%OF THE PAD WILL BE REJECTED, ZONES,SPRAY ZONES AND GEAR DRIVEN ZONES SHALL BE PLACED ON SEPARATE ZONES.DO NOT EXCEED A MAXIMUM OF 5 FPS ON ALL MAINLINE AND Ld
3. THE PROVIDED SOD SHOULD CONSIST OF RHIZOMATOUS TALL FESCUE(RTF)FROM APTERAL LINES. 0
THE TURF COMPANY IN MERIDIAN,ID(CONTACT:208-888-3760)OR AN APPROVED 7. IMMEDIATELY CLEAN UP ANY TOPSOIL,OR OTHER DEBRIS ON SITE CREATED FROM LANDSCAPE OPERATION AND DISPOSE OF PROPERLY OFF SITE. 0_
EQUIVALENT. S. SHRUB PLANTING BEDS SHALL BE SHOVEL EDGED TO CREATE A DISTINCT SEPARATION OF LANDSCAPE TYPES.
MULCH/ANTI-DESICCANT/STAKES AND GUYS 9. PLANT MATERIAL SHALL NOT BE SUBSTITUTED WITHOUT THE WRITTEN PERMISSION OF OWNER.SUBMIT NAMES OF THREE SUPPLIERS CONTACTED IF w
4. ANTI-DESICCANT:USE AN EMULSION-TYPE, FILM-FORMING AGENT SPECIALLY SUBSTITUTION IS REQUESTED AND PLANT MATERIAL SPECIFIED IS NOT AVAILABLE.
DESIGNED TO ALLOW TRANSPIRATION WHILE PREVENTING EXCESSIVE MOISTURE 10. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM;PLANTING TABLETS,21 GRAM..QUANTITY PER MANUFACTURER'S RECOMMENDATION. z
LOSS FROM PLANTS. 11. ALL LAWN AREAS SHALL HAVE 6"OF TOPSOIL AND ALL PLANTING BEDS SHALL HAVE 8"OF TOPSOIL(MINIMUM),.TOPSOIL SHALL BE A LOOSE, FRIABLE,
5. DELIVER THE PRODUCT IN FULLY IDENTIFIED CONTAINERS PROVIDED BY THE SANDY LOAM,CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED SEEDS,ROCKS.,GRASS,OR OTHER FOREIGN MATERIAL LARGER THAN 1" t�
MANUFACTURER AND FOLLOW THE MIXING INSTRUCTIONS AS PER THE IN ANY DIMENSION,A PH FROM 5.5 TO 7.TOP SOIL FROM SITE SHALL BE USED, IF MEETING THESE STANDARDS. PLACE 1/2"COMPOST OVER ALL
w
MANUFACTURER'S GUIDELINES. LANDSCAPED AREAS AND ROTOTILL INTO TOP 4".SPREAD,COMPACT,AND FINE GRADE TOPSOIL TO SMOOTH AND UNIFORM GRADE, 1"BELOW SURFACE
6. MULCH:THE MULCH USED FOR PLANTING BEDS MUST BE PREMIUM GROUND COVER, OF WALKS AND CURBS IN AREAS TO BE SODDED AND 3"IN PLANTING BED AREAS.
WHICH IS A BLEND OF CASCADE COMPOST AND BLACK LAVA FINES,SOURCED FROM 12. PLANTING BACKFILL FOR TREES AND PLANTING BEDS SHALL BE 5 PARTS TOPSOIL AND 1 PART COMPOST.STAKE ALL TREES PER DETAILS. z
CLOVERDALE NURSERY(CONTACT:208-375-5262). ENSURE THE MULCH HAS A 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING A THE DATE OF ACCEPTANCE BY OWNER.REPLACE ALL PLANT
CONSISTENT APPEARANCE AND DOES NOT CONTAIN ANY TOXIC SUBSTANCES MATERIAL FOUND DEAD OR NOT IN A HEALTH CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER.
HARMFUL TO PLANT LIFE. 14. ALL LAWN AREAS SHALL BE SODDED WITH 100%TURF TYPE TALL FESCUE(FESTUCA ARUNDINACIA).CONTRACTOR SHALL VERIFY AND MATCH THE
7. STAKES AND GUYS: PROVIDE STAKES AND DEADMEN MADE OF SOUND NEW VARIETY EXISTING IN THE ADJACENT DEVELOPMENT.
HARDWOOD,TREATED SOFTWOOD,OR REDWOOD,AND ENSURE THEY ARE FREE 15. ALL PLANTING BEDS AND TREE WELLS IN LAWN AREAS(WELLS TO BE TIN DIAMETER)SHALL BE COVERED WITH A MINIMUM OF 3"DEPTH OF 1"BARK
FROM KNOT HOLES AND OTHER DEFECTS. SUPPLY 2-STRAND,TWISTED,PLIABLE MULCH,SUBMIT SAMPLE FOR APPROVAL BY OWNER.
GALVANIZED IRON WIRE FOR WIRE TIES AND GUYS,WITH A GAUGE NOT LIGHTER 16. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN
THAN 12,AND INCLUDE ZINC-COATED TURNBUCKLES.OFFER RUBBER OR PLASTIC A SOUND AND HEALTHY CONDITION.ALL PLANT MATERIAL SHALL BE GRADE#1 OR BETTER.
HOSE WITH A MINIMUM DIAMETER OF 2 INCHES,CUT TO THE REQUIRED LENGTHS,
AND ENSURE IT IS OF UNIFORM COLOR,MATERIAL,AND SIZE.THIS HOSE WILL SERVE
TO PROTECT TREE TRUNKS FROM DAMAGE CAUSED BY WIRES.
... , SHEET L2
DATE: SEPTEMBER 2023
BRONZE BOW 21009
PROJECT NO:
C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJECTS\21009\ACADDWG\SHEETS\LANDSCAPE PLANS\21009 CD BASE.DWG
..1.