PZ - Pre Plat Updated S Vicinity Map:
T H E
CI
cc I'm
LAND
;C'0 i i i tLL W. McMILLAN RD
®� ® ®®® - - GROUP
\ '
�, I _ ; ------ $
cn ----S I------ SS--- ��--------�� (EWERS STUB
�,
I EXISTING 8"SEWER STUB 1
EXISTING 8"WATER STUB
i
(By HERS) I � � PROJECT SITE
EXISTING 8"SEWER STUB EXISTING 8"WATER STUB
S (BY OTHERS) (BY OTHERS) Chukar Ridge Subdivision ' I I I Cn o
SO432141900 CCn GRAVITY IRRIGATION DELIVERY DITCH
CD
CENTER/EAST1 6TH �� W (BY OTHERS) I LU
4 TBM 1
33' k Q IRR I EAST QUARTER CORNER
_ _ Y 12 GIRR - - 12"GIRR - 12"GIRR R I OF SECTION 32 0
_ S89°19'38"E 1323.00' 12"GIRR W �� CP&F#2016-120634 m
F -110'- r -z ae - - - - �F�' � �Irt� � �G �
40 50' 50' S0' S0' 50' I 50' w 50' 52' 50' 50' 38' Nw -101" 50' 259' 99' I 30' z
o B1 L1 0 0 BIOCk 2 Q I -1 W B3 L1
5,507-SF �I I I I 62 L1 4,594-SF N W
�2 L1 B2 L2 62 L3 B2 L4 62 L5 B2 L6 B2 L7 p B2 LS w
0 0 0 0 0 o B2 L10 I B2 L11 3,142-� TBM 2
0 0 0 0 0 0 0 2 o m 1 0 0 0 110'- TI ,914-SF i 5,000-SF i 5,000-SF i 5,000-SF i 5,000-SF i t 5,000-SF i 5,000-SF i Q5,000-SF i 5,000-SF i 5,000-SF i Q I� 100" w W I W. USTICKRD
IIL I
B1 L2 I I B2 L9 I x v B3 L2 `"' 1 I w
5,492-SF �I dj_ � W 200-5 47' 1� 5 SF m
20' -5p - - 50'- -50'- -50' - - 50 - -50'- 50' - - -52'- -50'- - 50, - 8'-L �Q1�
'110'- �I -100' U�
B1 L3 _ �B3 L3 I
NI 5,487-SF -Street H_ - - - `� 5,378-SF
8'ACHD EASEMENT /�-124,� I m m����
110'- �I -20' -50'- - 50' - -50'- -50'- - 50' - -50'- -50'- - - - y - - w w w w , y
_,6°'_ _39� 1 I Legend: Property Owner:
Cl) B1 L4 Q
MIo - - -- _ � y w w
5,481-SF �'
L�_ �1 W B3 L11 o 33 L10 B3 L9 B3 L8 B3 L7 B3 L6 ' B3 L5 ' LU y v� �� w 1 PROPERTY BOUNDARY ACCLIMA INC.
T W C/O SCOTT ANDERSON
r ae o 0 0 0 o w w _ w w w w w w w
CO- -110'- z 5,000-SF T 5,000-SF 5,000-SF T 5,000-SF 5,000-SF T 5,000-SF T 5,000-SF \
B1 L5 I w w w w
\ \ �� PARCEL LINE 1763 W MARCON LANE
o �� 5,476-SF �� 33' MERIDIAN, ID 83646
I93 L12 50' 50' 50, 50' ��P ADJACENT PROPERTY LINE
4r Block 3° 5°' 43' r Q
,828-SF \ A ���� - - -
10L6 i 15' 48' w \w w � I Developer:
B1 L6 �I 1 so \ W\y 3�\Q` W CENTERLINE
5,471-SF �65' \ w W
1 I KINE, LLC
N I B3 L13 I B3 L14 I B3 L15 I 63 L16E. I B3 L17 I B3 L18 I B3 L19 63 L20 w W w W W w W W - -- - - -- - - EASEMENT AVE, SUITE 401
B3 L21B3 LN I "' 250 NW FRANKLIN E S 1091- I 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SFo 5,000-SF 5,000-SFo 5,532-SF 14,875 SF°� I 4,850�SF \ w w \w w w w C0 BEND, OR 97703
31 - II JI JI wTQ SS EXISTING SEWER LINE W/MANHOLE CONTACT: LARRY KINE
o � � J � � � J � � � � � � � w �L � SAN
5,494 SF i53'- \
N 20' - 50' - -50'- -50'' - 50'- -50'- - 50" - -50'- 8' 9'-33,_ ��J % \ �' I 6096 W Becky Or PH: 541.617.1999
of -110' 3 3` 2,�181 2, V SPSSMEN R0486000210 W EXISTING WATER LINE
B1 L8 �` - - _Street F 8` FGN� w \ I I w ■
GIRR ��� 6555-SF s� - � ��� \� � � �\ I Planner Engineer Landscape Architect:
- I GIRR EXISTING GRAVITY IRRIGATION LINE
25'_.42'-
EXISTINGGRAVITYIRRIGATION -147'- 4'- •46'- 50'- 50'- - _50'- 43'_2' - so \ w\\ I SS SAN PROPOSED SEWER LINE W/MANHOLE THE LAND GROUP, INC.
so a8, 9 W y \ W 462 E. SHORE DR., SUITE 100 Z
F FUTURE GRAVITY IRRIGATION WASTE DITCH w
o B3 L30 0 63 L29 o B3 L28 o B3 L27 o B3 L26 - B3 L25 (BY OTHERS,SHOWN FOR INFORMATION ONLY) I w EAGLE, ID 83616 O
W PROPOSED WATER LINE PH: 208.939.4041
111111 1 7 5,000-SF 7 5,000-SF 7 � 5,000-SF . 5,000-SF . � 5,013-SF� � 5,385-SF o �� -5g�� l
B1 L9 w I I B3 L24\� I PROPOSED FIRE HYDRANT y
5,527-SF 1 3 W W W W GIRR CONTACT:JIM GUTE, PE (CIVIL ENGINEER)
33,162-SF J B3 L23
50'� �50' 50'� �50� 25'23' 2 4,732-SF I w W W I PROPOSED GRAVITY IRRIGATION DRAIN CONTACT: MATTHEW T.ADAMS PLA(LANDSCAPE ARCHITECT)
47 �6s G/R w GIRR CONTACT:JIM WASHBURN, PLS (LAND SURVEYOR)
I R005
LDs SEMINARY LOT I 8'ACHD EASEMENT w W . w 65, PROPOSED PRESSURE IRRIGATION LINE
Owyhee High School 1 I Block 3 I 1 PIRR
SO432437900 ``� �� � w � � w � � J1 w w � w w °�
218' w w I PROPOSED CURB
Project Summary:
2n 33 1 w w w w - - ?p�wgT I I w PROJECT LOCATION: LOCATED IN THE NORTHEAST QUARTER OF SECTION 32 TOWNSHIP 4
W NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY, IDAHO
�� � � � � � � , �RF � � 1 I Notes:
50' 50' 50' 43' 7' 16'
1 � � � � 48 50� y / /� ASFMFNT
65'
41 / %� I 1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION EXISTING ZONING: RUT(ADA COUNTY) CA
1 B3 L31 -' B3 L32 -' B3 L33 -' B3 L34 -' B3 L35 /w w w w w w W PROPOSED ZONING: R-8, L-0, M-E
o 0 0 o g I B3L37� W W 31-3805(1)(b) CONCERNING IRRIGATION USE. ALL LOTS WILL BE PROVIDED PRESSURE
WI 0 I 5,000-SF i 5,000-SF i t 5,000-SF 5,001-SF� 5,682-SF o B3 L36 o W/ w w w w
I 7 4,630-SF / W W W IRRIGATION VIA A NEW SYSTEM OPERATED BY THE HOME OWNERS ASSOCIATION AND
m B1 L11 I 81� � 1 4,868-SF R-8,ZONE AREA ± 23.7 AC
3 31 L1SF ^ 81 L ti �� � g,� / W �W W w W W w w W W B5 Li �' I - OH W Becky Dr SUPPLIED BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT. L-0,ZONE AREA ± 1.6 AC CA
T -l e y M-E,ZONE AREA ± 5.8 AC
I� 4'=46' - 50'- -50'- -4 =72'�48,- I � /. BgL4 w 2. EASEMENTS
343,292-SF
y 2P6,92ZSF r PROJECT AREA ± 31.2 AC CID
BOYS&GI(PHASE 3) I - Street E-M-� W 2.1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES,
IDLM _ �� W W W W OPEN SPACE TO INCLUDE 1 DRAINAGE AND IRRIGATION EASEMENT OF THE TEN (10) FEET CONTIGUOUS TO ITD RIGHT-OF-WAY ± 7.9 AC
_ _ _ PLAYGROUND AREA FUTURE ITD RIGHT OF WAY I AND PARALLEL WITH ROAD RIGHTS-OF-WAY. HOWEVER,THIS SHALL NOT
4'-_-46'- 50'- 50'- 4 '_2' 19, _ I w w w W w w w (BY OTHERS,SHOWN FOR PRECLUDE THE CONSTRUCTION OF PROPER HARD SURFACE DRIVEWAYS FOR MCDERMOTT RIGHT-OF-WAY ± 0.9 AC
L� 46'_�4, Ss� W W INFORMATION ONLY) TOTAL ACRES ± 40.0 AC
217' 1 J3s' / 1 ., ACCESS TO EACH INDIVIDUAL LOT. ■1
I / W
w I o B3 L44 o B3 L43 o B3 L42 o B3 L41 W W W W I I 2.2. A FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION
W W W W W as EASEMENT SHALL BE PROVIDED ADJACENT TO AND PARALLEL WITH ALL SINGLE-FAMILY LOTS (R 8) 93
(4 5,000-SF 5,000-SF s,000-sF s,71s-SF 63 Lao ' 3a-� -57 ,�' w w 1 c I ,,, RESIDENTIAL GROSS DENSITY 3.0 (RESIDENTIAL LOTS/PROJECT AREA) (A cc
5,000-SF INTERIOR REAR YARD LOT LINES.
8 ___I B3 L39 I 2
63 L38 o I z 2.3. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND PRESSURE COMMERCIAL LOTS (L-0) 2- 1.6 AC (1.6/40.0=4.0%) ■�
50, 50' 50' 26' P3 1,LS J 5,447-SF 4,769-SF IRRIGATION EASEMENT SHALL BE PROVIDED ALONG ALL EXTERIOR BOUNDARIES - p
B1 L12 � Block'3 ° 6� I COMMERCIAL LOTS (M-E) 1 -5.8 AC (5.8/40.0 14.5%) 70
Cr 3s,47s-sF 65' 65 65� 1 OF THE SUBDIVISION, EXCEPT WHERE NOTED OTHERWISE. COMMON LOTS (INCL. OPEN SPACE) 13-8.0 AC (8/40.0=20%) C
1 I L- - -1 F_ -1 1 „� 2.4. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. RIGHT-OF-WAY LOTS 3- 13.5 AC (13.5/40.0=33.8%) cc o �
B3 L46 B3 L47 B3 L48 B3 L49 B3 L50 w w w w I TOTAL LOTS 112 -_ co
COMMUNITY POOL I I I I I 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONINGCD 00
5,000-SF 5,000-SF 5,000-SF 4,986-SF -
w I 5,640-SF ,1 L51 I REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. OPEN SPACE 25.6/o (OPEN SPACE/PROJECT AREA) c�
I 1 I 5,152-SF � �. � � w � w � � o
8'ACHD EASEMENT i� 63 2-S 1
6,042-SF I 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF
146'- - 4'- 46'- -50'- -50'- - 50' - -5s'- s _ f W w FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN z `�
B1 L13 52'. I\\ I THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. L
c� � I Y W W W W 6395 W Becky Or ESTABLISHED FLOOD HAZARD AREA. M
CD
L - 6,751-SF / /i - - Street C M_ - Qo\J W I R0486000450 5. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC c) �
W W I I WATER SERVICE FROM THE CITY OF MERIDIAN. Benchmarks: NAVD '88 Datum
r 116 w I Revisions 1
B1 L14 II ua -12' - 50' - -50'- -50'- 50' - -50'- -50'- - 50' - 26'-25'� W W Q
5,534-SF r W W W w 65 L2 1 ' "' 6. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY -
- N I a ( W W W 1) TBM 1: ELEVATION - 2525.66
r SEWER SERVICE BY THE CITY OF MERIDIAN. N: 720592.692 1. COM PLAN REVIEW 12.2.21
y 255,351-SF
o B4 L8 o B4 L7 0 64 L6 o w B4 LS o I B4 L4 o I 64 L3 o I B4 L2 I B4 L1 w w \ $ A' HD EASEMENT co E:2432849.350
110'- it)I W II o o f o f o o 0 0 o r 7. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH
B1 L15 t 5,000-SF 5,000-SF 5,000-SFT cn 5,000-SF 5,000-SF 5,000-SF 5,000-SF 4,958-SF a 1
5,475-SF z 4 L9 Cn 64 L1 W W CV � PRESSURIZED IRRIGATION SERVICE WHICH WILL BE OWNED AND OPERATED BY THE 2 TBM 2: ELEVATION = 2530.58'
�I �328-SF L -1 L -1 � 831 1 W I HOMEOWNER'S ASSOCIATION. ) N:ELEVATION
9
-109,_ 1 I 50' S0' S0' Q 50' 50' �50, 50' �50'� 5,780 1 1W W w I I o0
o� B1 L1s 33' -Block 4 I 47 1 w Q 1 o E:2433513.851
CD
zo'EMERGENCY ACCESS LANE 5,470-SF I I"' I W W N I W I 8. ALL INTERNAL STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO THE ADA
47' I w i P I COUNTY HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN ACCORDANCE WITH
_ _- _ _ __ o B4 L10 o 34 L11 o B4 L12 o 34 L13 o B4 L14 B4 L15 B4 L16 34 L17 y1 I i w w M THE ADA COUNTY HIGHWAY DISTRICT STANDARDS AND REQUIREMENTS OF THE IDAHO p /�p
-109 M 1� 5,000-SF 5,000-SF 05,000-SF -,5,000-SF ^ �1 1 w CURVE TABLE
/ 5,000-SF J 5,000-SF 5,000-SF 5,000-SF STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
EL7
50' - -so'- -50'- - 50' - -50'- -so'- - so'� �50'� 13'-�� Iy I I 9. THE FOLLOWING LOTS ARE IDENTIFIED TO BE COMMON AREAS AND SHALL BE OWNED CURVE NO. RADIUS LENGTH DELTA CHORD BEARING CHORD LENGTH
I ( El
AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
1 A w I I 9.1. LOTS 10, 17, 25,AND 26, BLOCK 1 C1 43.50' 63.18' 83'13'22" N49003'39.94"E 57.77'
-Street B- - - - w 9.2. LOTS 1, 9,AND 12, BLOCK 2 C2 43.50' 68.33' 90,00,001, S44°19'39.17"E 61.52'
9.3. LOTS 4, 12,AND 45, BLOCK 3
1111 1 9.4. LOTS 9 AND 18, BLOCK 4 C3 44.02' 68.11' 88'39'18" N45040'20.95"E 61.52'
57- - -65' -50'- - 50'- - 50'- -50'- -5o'- - 50' - -2'.�� w w
I a I ■
��� C4 80.00' 125.66' 90°00'00" S44°19'39.05"E 113.14'
30'EMERGENCY ACCESS EASEMENT 1 I W Zoning Requirements■ C5 43.50' 68.33' 90°00'00" S44°19'39.05"E 61.52' A
� gS�ON L EN
I I I 61 L1T " � \'� � 31 L18 -� 61 L19 -' I 31 L20 -' B1 L21 -' I 31 L22 -� I B1 L23 -' I B1 L24 -' B1 L L '� \S GI
� w
1/EAST1 STH 3-SF w w y 5,722-SF T 5,072-SF 5,072-SF 5,071-SFT 5,071-SFT 5,070-SF 5,070-SF ,23 y w W PER CITY OF MERIDIAN U.D.C.TITLE 11, CHAPTER 2
w SOUTH EAST 36,
W W W _ I
w Block 1' I I I
-� I I 293� w 5 �I L -1 L I� _J L -1 L8'ACHD EASEMENT 1 DIMENSIONAL STANDARDS: R-8 ZONING L-0 ZONING M-E ZONING ` /?Q
i- - -.� i� 5' 50' 50' 50' 50' 50' L 50' 23' 4T _ W W _ _ 298' V�7
N / I ° - - - - - - 284 - - 30 MINIMUM PROPERTY SIZE/ 4,000-SF N/A N/A 12/02/2021
Tpp N89 2014 W 1324.23 r OHP s O
SS I SS �� \ \gyp \ I DWELLING UNIT(IN SQUARE FEET) Jq�e of 0
- - - - -- - - - -I - _��� \ T�\ Unplatted I SOUTH 1/16TH MINIMUM STREET FRONTAGE 40-FT N/A N/A � EsW.G
\�Q \ SO432429350 1 'RR T 1 CO ON O 33
STREET SETBACK TO GARAGE 20-FT(LOCAL) 0-FT 0-FT
Project No.: 120194
a �
\ I I STREET SETBACK TO LIVING AREA 10-FT(LOCAL) 0-FT 0-FT Date of Issuance: 09.03.2021
E 1 Project Milestone: Preliminary Plat
IR
INTERIOR SIDE SETBACK 5-FT 10-FT 0-FT
Preliminary Plat
Comm
E REAR SETBACK 12-FT 0-FT 0-FT
Overview
El
Preliminar Plat - Overview 0 80, 160' STREET LANDSCAPE BUFFER 20-FT(COLLECTOR) 10 FT(LOCAL); 20-FT(COLLECTOR)
i I; MAXIMUM BUILDING HEIGHT 35-FT 35-FT 65-FT
Horizontal Scale: 1" = 80' PP=01
��o
_ N Ss i Sheet Notes: THE
1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF j ��1'�'
o LAN D
PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED
I I I I I I DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. .
i N I 1 i I I I I I CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED.
I � GROUP
I
iI � i i I I 2. ALL SIDEWALKS ARE PLACED WITHIN AN 8' PERMANENT ACHD EASEMENT. WHERE
0 o i I THE SIDEWALK MEANDERS,THE EASEMENT VARIES IN WIDTH MEASURED 2-FT FROM
I I I I I
THE BACK OF SIDEWALK
w x I II
M = I SS SS SS SS o � 00; I I
-----------------------
� I �
I I I
S , EXISTING 8"SEWER STUB EXISTING 8"WATER STUB
JJ.J� EXISTING 8"SEWER STUB I I EXISTING 8"WATER STUB I I I
I I
) / � GRAVITY IRRIGATION DELIVERY UTILITY
J
t r I II'IIIp \ PROPOSED PRESURIZED �O I CONNECT TO EXISTING I CONNECT TO EXISTING /, I ACHD EASEMENT � U ACHD EASEMENT
V II �NET TO EXISTING CONNECT TO EXISTING SEWER STUB Q I WATER STUB I 47' R. W.
�I III SEWER STUB/ WATER STUB IRRIGATION PUMP STATION /_ i \ W I - ___- - - _ _ WIDTH VARIES* WIDTH VARIES*
JJ - _12GIRR - 1 23.5' 23.5' 1'
Iy _ I� _ 12"GIRR 122�IRR _ _ _ _ 12"GIRR-- ---_ - I w
\ 110" 50' 150' 50' 50, -51 Block 2-50, 5Ur 52' 50' 50' 38' a =1p1 W sp - - - - - - MB 2' BACK OF WALKWAY 5' 7' 16.5' 16.5' 7' 5' 2'BACK OF WALKWAY
259'
9 30'
1 B1 L1 �(
� � � � I c�� ��I�w � � V � g v� B3 L1 �� � /� � V / � IF I + u
ACHD EASEMENT @2 C1 62 L2 62 L3 ACHD EASEMENT , I I B2 L1'v a �4,594-SF / - - ✓
1.75%-o.25% 2% 2% 1.75%±0.25/o 0 0 0 0 o B2 L6 0 B2 L7 c B2U�� B2 L10 `62 L11 c 3;142-�' �Q� _���� ��
a a o o o 0 0 I y =1 III-I 1-1 1-1 11 11
110' 914 SF 5,000-SF 5,000-SF i 5,000-SF 51700-SF-, 5,000-SF 5,000-SF i 5,000-5 * 5,0 0-SF i 5 Z 100' w � � I 1=1 1=III III
B1 L2��� a,'I I
C`� 5,492-SF I Ls \ I� e3�2 �� "J 5"THICK CONCRETE -III-III-1 - _ 1 1 =III III III-III 111 III III III III=III= __ III III-III-III 111111111 5"THICK CONCRETE
�I i� 200- s000sF I_ w I SIDEWALK
SIDEWALK
I I III, III I I I i II I I, , L I I I III . III „ II, III III III . III„ III, III III III III III II III III III I I I
'-20' -50' - - 50'- rrT -50'- - - 50'- -s '- -50' -- 52' -50' - so' �a'-tip �� Im� I I 2.5-IN ASPHALT CONCRETE
_ �jB1 L3 �I - W ^ W W W W STANDARD 3" ROLL CURB AND 4-IN OF 3/4" MINUS CRUSHED STANDARD 3"ROLL CURB AND
\ s,a87-SF I I Y ��- �S Street H �S ss7s-sF W W W W I 1 I I GUTTER AGGREGATE BASE,TYPE 1 GUTTER
y11124' I y ' I 12 IN OF 6" MINUS UNCRUSHED *SEE PLANS FOR VARYING SIDEWALK
J II I I AGGREGATE BASE WIDTHS AND LOCATIONS WITHIN
-20' 50'- 50' 50'- 50'- 50' 50'- 50'- w 39 i ' LANDSCAPE BUFFER
\ �� 611La �� - - - -� \ I COMPACTED SUBGRADE
_ �A �. I I Local Road Typical Section
5,481-SF y y� W
\ 00 * * B3 L11 'oo B3 L10 o B3 L9 o 63 L8 B3 L7 B3 L6 B3 L5 * * IRRIGATION WASTE LIT � � I �� I Scale: NTS
\ '110'- w 5,000-SF T 5,000-SF 5,000-SF T 5,000-SF 5,000-SF T 5,000-SF 5,000-SF w w W W W w W W (CONTINUATI0�1 OF D WORK) W w
B1 LS �I W w w w w w w w
-5�-76� BCe.
L -1 L - - - w�� I I�I I W
93 L12 50' 50' 50' 50' 50' 50' 43' 7'
\ F.
109'- I ws�a F Block 3
1s
\ F 61 Ls -1 F -1 17 1 F -1 F 7 F �/� �48' so� � � � \� '30'IF�RIG T N EASEME
5,471-SF �
\ w o B3t13 o B3 L14 0 1B3 L15 o B3 L16 o B3 L17 o B3 L18 B3 L19 B3 L20 W w W w \ I I I I I
w N I I o t o 0 0 0 0 B3 L22� � \ J
109'- W w wI 5,00 5,000-SF; 5,000-SF; 15,000-SF i I 5,000-SF I 5,000-SF i 15,000 SF; I 5,532-SF rn B3 L21 I I I III \ \
\ B1 L7 " / I I 4,850-SF w w �W w w �W w W w \ I tr CD
\ II W \ Z I I a,s7s-sF� I �� - � W \ \ III I ACHD SIDEWALK EASEMENT.
5,494-SF C -1 �53' y \ I I I II WIDTH VARIES.* 30'
-/ 20' - 50 - - -5p- -5p- - 50' - - -50'- 50 JJ - 50JJ- 8' 9'-33- �� \W y w W W\ W W
II
R F 110 �1 L8 - -W - W W -4 W 1s R5r ACHD EASEMENT w I VARIES 21.69' MIN TO 28.46 MAX
GIRR I ,5� 5s_sF \��\ S �� Street F �/ W w \W \ I I I� I SEE PLANS 23\ \\ I II I Z
-/ - 2' 23'
'2s'�42'- -���o W �W \ \ I 2' BACK OF WALKWAY EXISTING GRAVITY IRRIGATION {� I �14T- �•..� w ��4'_46'- -50' -50'- - -50'- -43' 2' 60'_ _ � - � \ � � � w �\ \ \ \ I I� I 11'
(BY OTHERS) B y \ I 1± 14'±
I (�Y a, A V I 11 5 3_ 0
/ R50' y y UTURE GRAVITY IRRIGATION WASTE U ILITY
I 1' FLAT 1 EXISTING
w ' B3 JI-- I Pk1_29 _' I B3 L28 -� I 3I'27 _' i \ w w W w w W W w W\ w - \ (BY OTHERS,SHOWN FOR INFORMATION ONLY) 1 I Ili FLAT SHOULDER 217 EXISTING PAVEMENT
I C3 t� o 0 o a /B oo B3 L26 - 63 L25 d Il
s�._o.zs� 0.75' SAWCUT LINE y
w T�T 5,OOO- FF 5,000-SF T 5,000-SF o s j W W \ \ \ I4 I VARIES
\ �' 5,013-SF T 5,385-SF o 59' w . w I _ _ _ _ _ _ _ _
I B1L9 B3L24� I V A \ I �I I _ _ _ _ _ _ _ _ _
3.1
3:1 o \ L -1 J J L L 5,527-SF B3 L23 W \ \
;�
- - - - - - - - - - - - - - -
I 33,162-sF I V A� I 5"THICK CONCRETE SIDEWALK COMPACTED SUBGRADE
50' 50' S0' S0' 25' 23' 2' 47 4,732-SF
I W PER ACHD SUPP SD 709
I ACHD EASEMENT \ ACHD EASEMENT �� ss L 5� � 2 \� \��RR \ A I EXISTING GRAVITY 5-IN ASPHALT, SP-3,0.50-IN (1/2") MIX, PG 64-28
IRRIGATION PIPE TO REMAIN 4-IN OF 3/4"MINUS CRUSHED AGGREGATE BASE,TYPE 1
I SIDEWALK ELEVATION SHALL 26-IN OF 6"MINUS UNCRUSHED AGGREGATE BASE
w I I MATCH THE ROADWAY BIORETENTION SWALE
W W W W Block 3 y W W W W W W W �I \ I I I PER ACHD BMP 30 STANDARD 6"VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701
21s' / 'WATER EASEME�' I V I CENTERLINE OR BE ±0.5-FT
_ PI w w w . . . . w y I I w FROM CENTERLINE ELEVATION. CONSTRUCT FULL DEPTH ROADWAY BASE SECTION. EXTEND 6-IN
PIPP.w W % W W w 1 \ I I I SHALLOW INLET PER ACHD SUP SD-715 MIN. BEYOND TOP BACK OF CURB
-21T �\ w w w w w w
50' So' So' 43' r 1s � � / � INCLUDING CONCRETE APRON AND * SEE PLANS FOR VARYING SIDEWALK
Y
50' / \ \ I I/ RIPRAP,WHERE OCCURS. 4-IN OF 3/4"MINUS CRUSHED AGGREGATE BASE TYPE 1 WIDTHS AND LOCATIONS WITHIN
/ ss' lW W W y W W W y W y �W \ I I LANDSCAPE BUFFER
! B3 L31 B3 L32 B3 L33 B3 L34 -' B3 L35 y l w W W w W W \ I I I N McDermott Rd Typical Section
C.DYp
m 5,000-SF 5,000-SF 5,000-SF 5,001�SF o 5,682-SF o B3 L36 - B3 L37� *� w w w � \ / II \ Scale: NTS
(PHASE 3) W _ I 4,630-SF ^ y
B1 L11 61 L� 4,868 SF / w w w w \\ \ / I I
38,246-SF �� 63 y �� 40 ��
4'-46' - 50'- 50'- 43'-72'L / � � � � � \ B5 L1 � W BCC Br
FT T48'- _ .,3 B�L4 / r 11
" 17 36 \ II _ -
� R5T � � � � 21'6,922'-SF. . \343,292-SF V A �
w
w
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/ 50 5� �43 2 w I ■1
46' 4 / \
w w 21T w w ds� 90
B3 L44 c B3 L43 o B3 L42 2 B3 L41 r
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/ y W W y W \ 5,000-SF 5,000-SF o 5,000-SF 5,715-SF o I $ I i y w J
5,000-SF 57 I I
■
w * I 8 B3 L39 �L38
W W W W W W W W �J ___I L�I W W W M70
50' 50' 50' �� ^» �5 I 5'447-SF /
= 61>1? w w . w - - -Block 3 1' 4,769-sF \J
o' \ O
"36,495-SF. / 65'�6�65 w // I I I C9
I cc O �
W \ L_ 00
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o � o 0 0o B3 L51 \\ � � I
U
w i-5 O00-SF -SF I o -
i i 5,000-SF i 4,986-SF 5,640-SF �
5,152-SF ^ _
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kci, I
ACH I.
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- 146-�` w R - `'�4'-46,- -50,� �50'- -5p' - -55, 5, 6,042 SF W W W W W \ / III 11 LfD -_
M ��� ,61C13 x W 52�\� W yyWy yy y � \ / II ll I a N
o I
6,751-SF �/ - S- w W W c`�� // I l I M
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\ / I Revisions
B1 L14 .�-12' - 50' - -50'- -50'- 50' - -50'- -50'- - 50' - 26'-25'� \ - -� W
�� 5,534-SF W �AMEt�I 65 L2 1I I' 1. COM PLAN REVIEW 12.2.21
N 255,351-SF ■ I ----
Cx_
LU B4 L8 B4 L7 0 B4 L�r� B4 L5 B4 L4 B4 L3 o B4� B4 L1 III
0
B1 L15 5,000-SF 5,000-SF 5,000-SF 7 5,000-SF 5,000-SF� -5;W SF 7 5,000-SF 4,958-SF I I z
419
3 w w w w I LU
5,475 SF 328SF L -1 L -1 L -1 B4 Li w w w
-1 L5,780- I II
�9_ z I \ 50' 50' 50'- 50'Block 4 50 _50' 50' 50'
B1116 ti 3' * *
20' EMERGENCY ACCESS LANE / 5,47o-sF `F_ -1 F 7 F 7 F -1 � ir ,� I
/ w
-10 ' - - o B4�10 B4 L11 B4 L12 0o B4 L13 o B4 L14 o B4 L15 o B4 L16 o B4 L17 y I I rl
/ 5,000- i 5,000-SF 5,000-SF i 5,000-SF i 5,000-SF 5,000-SF 2 III I W
o I I 5,000-SF I 5,000-SF I
C D EASEM T /
id E � E
- 50�_TTT- t�501- -50'- - 50' - -50'- -5p�- - 50',- -50IS, '-
� 5a2 w i
W -W W W W
\ WLIJ
0'EMERG NCY ACCESS EASE o� 8 � � Street
-ST- - 65- - -50'-
50' - 2' u'� w w \ /
�1 L18 B1 L19 -' 61 L20 -' B1 L21 �' B1 L22 -' B1 L23 -' B1 L24 -� L
/ I I CL c�ZONAL E�
� � �\�� �A 5 722-SF � 5,072-SF� � 5,072-SF� � 5,071-SF o � 5,071-SF� � 5,070-SF� � 5,070-SF� 3 CS,
w 36,903-
PROPOSED GRAVITY * y \ o w
iWER EASEMENT / * IRRIGATION TILE LBlOckl t \\ V //
_ I 68
- w w w� ��2�3 ! ��5' 50' 50' I 50' 50' R 50' 23' 47'
T _ _ 298_ _ _ \ - - 284' _ I �_: 30'I a sl 2/02/2021 0
3 SS SS
50'IRRIGATION EASEMENT \ LRR T 1 MB
EXISTING SEWER LINE I \ \ / �cs I I I I Project No.: 120194
€ I \ \\ - - - _ _ _ _ - - l I I Date of Issuance: 09.03.2021
\\\ \\ I I I Project Milestone: Preliminary Plat
\ \ I II
Preliminary Plat
FF I
Concept Improvements
Preliminar Plat Concept Improvements Overview Overview
� 0 80' 160'
�
Horizontal Scale: 1" = 80' PP=02
��o
_ Sheet Notes: `\ ��_,,,
PP-04 PP-04 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF ����� T HE
• I 'u I I �_ I I I v, ' L - PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED i '
! F I I B4 L16 B4 L2 ti� I STA: 3+93.50 (STREET C) a / N DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. LAND
STA: 5+73.83 (STREET D) . I� I� / CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. .
!0 61 L23 I I I I I 5,000-SF 5,000-SF cn 100 100' / F7
. GROUP
5,070-SF - M M—� o / o
II II y I �I � ,00' x o � I� I tih II
CD o _ _
I _
J � � 100' a �S SS I I B4 L7 I � B4 L11 101' I �I W �I -1 F5,000-SF 5,000-SF o .y
I I � � �-SSMH-15 I I I I �1
ACHD EASEMENT I I I 64 L17 B4 Li SSM N y �I V� /
B1 L24 I I I I I 5,000-SF 4,958-SF I ...�. H o� 100, I— — — 3: T [:. I L I_
o �' I Cn CD 100, d /
5,070-SF SSMH-22
I _STA:4+22.39, 2.64' L, STREET A = I �y '��' v,
I STA: 10+62.56, 2.50,R, STREET B w 95, —SSMH-13— n `n/
I i
— cc' II
195' o I B4 L8 I o I B4 L10 I o
101' I � / 5,000-SF 5,000-SF
64L,B
� C
61 L25 ��/ I ¢ 5,78�SF U) /
- -� - -� - - - - 4% I, � - - - - - - - - - - - - = - - - - - - L-I
124� "' 100, 100, /
�' - HHI H I cl �l�Jld �l�Jld �l�Jld �l�Jld �l�Jld HUII off
C' ea O 8' T + /
Street A ,� �+, ACHD EASEMENT B4L9 - CIO /
I1 i d I 6,328-SF
SS _ SS _ SS SS _ cn _ _ _ cn aj � _ � — �/ SSMH-20
~ w— N00°40'21"E 291.89' I 4
SSMH 23 x W W W W W I 1x W W W W W W M� /� '�/ h - 160' - /�
III oil:
M M M M M M M M c,5 5��
R
- F F � � R/W F F F F � � 133' R/ � — _ � � � �� Ss � 4+00= 5+00
- - - - - - - - - - - - - — S . SS SS — SS— SS
`3 �-`'— ASS SS /
I v
- w SSMH 16 N KEKLIK AVE SSMH-19 ;�� % // /.
\ //
LU
! - STA:4+24.94 (STREET A) F F 28� 22' So' S0' 38' /
SSMH-17 _ _
STA: 10+65.20 (STREET B) a T;-1 F LU
CL
- - - F F - 20'
B1 L13 EMERGENCY ACCESS LANE
! 6,751-SF w
B1 L14
Concept Improvements - Street A 30� - Keklik30' 60' CA
Concept Improvements N Ave
Horizontal Scale: 1" = 30' Horizontal Scale: 1" = 30'
2541 STREET A: Sta. 2+70 - 4+80 2541 2541 2541
STREET B: Sta. 2+70 - 6+60
HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' y
VERTICAL SCALE: 1" — 3' VERTICAL SCALE: 1" = 3'
2538 2538
2538 co 2538 y
+ �
� Lf7
O ca
M � CJ
(j N
cm CD -
w Cn C
VJ N
2535 CD w 2535 2535 2535
N
+ N
rn PROPOSED GRADE AT CENTERLINE
fJ N CA w
EXISTING GROUND AT CENTERLINE m J -0.41% _
W 2532 0.56% — -0.62%_
2532 ——— 2532 0.51% ______—— 2532
——————— — ———— ————— —— _ o �
-1.63% - a= 0M0
EXISTING GROUND AT CENTERLINE 0 p
2529 2529 Q:30 -
2529 PROPOSED GRADE AT CENTERLINE 2529 C z m
Lo
aa N
cy) �
2526 2526 2526 2526 Revisions 1Q
1. COM PLAN REVIEW 12.2.21
2523 2523 2523 2523
2520 122-LF OF 8-IN PVC AT 0.45% I 2520 2520 36-LF OF 8-IN PVC AT 0.45% 2520
SSMH-23 26-LF OF 8-IN PVC AT 0.45%
48-IN MH PER ISPWC SD-501 SSMH-22
STA: 3+00, 2.621L 48-IN MH PER ISPWC SD-501
2517 RIM: 2531.51± STA:4+22.39, 2.641L 2517 2517 2517
DEPTH: 11.70' RIM: 2529.47± 201-LF OF 8-IN PVC AT 0.45°°
IE OUT: 2519.81, 8-IN PVC (N) DEPTH: 10.32' SSMH-20
IE IN: 2519.26, 8-IN PVC (S) SSMH 19 48-IN MH PER ISPWC SD-501 �NpNAL EN
IE OUT: 2519.16, 8-IN PVC (W) SSMH-17 48-IN MH PER ISPWC SD-501
STA: 5+78.43, 6.861R �� �G\ST GI
2514 2514 2514 SSMH-16 48-IN MH PER ISPWC SD-501 STA: 5+46.55, 6.861R RIM: 2532.14± 2514 If
48-IN MH PER ISPWC SD-501 STA: 3+50.10, 6.861R RIM: 2532.30± DEPTH: 15.37' 68
STA:3+27.07, 6.96'R RIM: 2531.44± DEPTH: 15.80 IE IN: 2516.87, 8-IN PVC (E) j,12/02/2021 0
RIM: 2531.31± DEPTH: 15.93' IE IN: 2516.61, 8-IN PVC (SE) IE OUT: 2516.77, 8-IN PVC (NW)
yTe of\oP�
DEPTH: 16.03 IE IN: 2515.60, 8-IN PVC (S) IE OUT: 2516.51, 8-IN PVC (N) -4 EsW.G �
2511 IE IN: 2515.38, 8-IN PVC (SW) IE OUT: 2515.50, 8-IN PVC (NE) 2511
2511 2511 IE OUT: 2515.28, 8-IN PVC (E)
a Project No.: 120194
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 09.03.2021
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE
9 AT CENTERLINE AT CENTERLINE Project Milestone: Preliminary Plat
2508 2508 2508 2508 Preliminary Plat
r4 � LO _ � M � Ll7r ti � M � N � o � r- StreetA
LC) CO 00 M O M � O O N co N O 00
E co U-� O co N O O O f` O O O O O T N N N N N N N N N N
Lr) _ O O co M co CO co M M M M M co co M
O O 6� 6� M M COM M M co co co co co M M M
co M M co M M co co LC) Ln LC) LC) LC) LC) LC) LO LC) LC) LC) UD
co co co N N LC) LC) Lf7 LC) LC) LC) LO LC) LC) LC) LC) LC) LC)
d N N LO N Lf) N LO N LO N LO N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
N N N N N
N�c
2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60
PP=03
_ Sheet Notes: `\ ��_,,,
PP-03 PP-03 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF ����� T HE
0 5 \ -1 -1 -1 -1 -1 -1 I 1 11VJVVJJVJ UI PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED LAND
584701SF 1� F F F F F F F \ 8 DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS.
� � � �' � M �, �, CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. .
Z � N — - GROUP
r
CD CD
pr � I I I CD
o B4 L10 o B4 L11 o B4 L12 o B4 L13 o B4 L14 o B4 L15 o B4 L16 o B4 L17 ✓ .••� �
+ EP EP EP �I 5,000-SF` 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF �I 5,000-SF I �� �
CD
ACHD EASEMENT 81
P I I I I ACHD EASEMENT
EP EPA D
\ \\ - - I -1 L —1 L —1 L —1 L
\\
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BEET B
w ��\ �s y Vu_ W W W W W W W W W W W W W W W W W W W W W v� ( )
STA. 10+65.20 (STREET
_ - --
9� � S89°19'39"E 468.54' � �
�y v v ' � 4'\ h - - -�=M_ - - - - - - - - - - � - - � - -
\ \ C SS SS SS SS SS SS- SS SS SS SS— SS — SS— SS — SS— SS— SS _ _ _ „S- - SS
v��y �v A SSMH-20 SSMH 21
Street B -- — — —
\� 50' 50' 50' 50' 50' 2' N
IN,
ZZ
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w z \ SSMH2� v�
STA.4+22.39, 2.64,
L, STREET ALU
- I
AN, I I STA: 10+62.56, 2.50'R, STREET B
B1 L18 I B1 L19 I- B1 L20 61 L21 61 L22 B1 L23 61 L24
B1 L17 5,722-SF 5,072-SF 5,072-SF 5,071-SF 5,071-SF 5,070-SF 5,070-SF 2,239-IF
v vv�
36,903-SF
C U)
v vv vv vvy y v \ , 3'
�� \5 50' 50' 50' S0' 50' 50' 23' 1 7 P93' �� \ \\ 4T
SSMH-23
Concept Improvements = Street B 0 30' 60' y
Horizontal Scale: 111 = 30'
C2
00
2541 STREET B: Sta. 4+80 - 11 +40 2541
HORIZONTAL SCALE: 1" = 30' y
VERTICAL SCALE: 1" = 3' y
co
2538 N 2538
+ � Z
� �
CJ
Cn N
co
CD LU
2535 0 2535
occ
co oN �
PROPOSED GRADE AT CENTERLINE N
LO
M J Cn N
0.56% -0.41%
caw CD ■�
2532 — 2532
------- --------- - --------- ------------- ------- -- ---- -- O cc o 1-
-0.62% \ c0
CJ a D ccoo
-0.48% 0 p
a
2529 EXISTING GROUND AT CENTERLINE r 2529 �
z
:30 L
aC\J CD
a M
2526 2526 Revisions 1Q
1. COM PLAN REVIEW 12.2.21
2523 2523
2520 0 2520
36-LF OF 8-IN PVC AT 0.45%
243-LF OF 8-IN PVC AT 0.45%
243-1 F OF 8-I1\1 PVC AT 0.45% SSMH-22
48-IN MH PER ISPWC SD-501
2517 SSMH-21 STA:4+22.39, 2.6411- 2517
48-IN MH PER ISPWC SD-501 RIM: 2529.47±
SSMH-20 STA: 8+19.43, 2.501R DEPTH: 10.32'
SSMH-19 48-IN MH PER ISPWC SD-501 RIM: 2530.82± IE IN: 2519.26, 8-IN PVC (S) �g��0 SAL ENGf
48-IN MH PER ISPWC SD-501 STA: 5+78.43, 6.861R
DEPTH: 12.85 IE OUT: 2519.16, 8-IN PVC (W)
2514 STA: 5+46.55, 6.86'R RIM: 2532.14± IE IN: 2518.06, 8-IN PVC (E) 2514
RIM: 2532.30± DEPTH: 15.37' IE OUT: 2517.96, 8-IN PVC (W) 68
DEPTH: 15.80 IE IN: 2516.87, 8-IN PVC (E) s 12/02/2021 0T,9�e OF\OPT
IE IN: 2516.61, 8-IN PVC (SE) IE OUT: 2516.77, 8-IN PVC (NW)
DES
IE OUT: 2516.51, 8-IN PVC (N)
2511 2511
a Project No.: 120194
E
Date of Issuance: 09.03.2021
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat
E AT CENTERLINE AT CENTERLINE
Preliminary Plat
2508 2508 Street B
E I.f) ti O O M N CDCD ti 0 M CDO a-) O r O) O O) O) M O) CDO) O M CD CDO CD CD CD
CDOO T CO Lf') M O) ti L1') M N O OO CO V -
N N N O O O O O O O O
` N N N N N N O O O O O O d7 d7 d7
M M M co M co co �.,� co �.,� co �.,� M M M M M M CO M co M co co co co co co co co co co CO M M N M N M N co co co
� M M O M M M M M � � � � � � � � � �
O O
4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 PP=04
Sheet Notes:
_ '1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF I,, W1�I T H E
PP-06 PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED LAND
o 1 50' 50, 50, 2� / 23, 1� ' DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS.1 F -1 F
B1 L12 \ U) / So' _J I CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED.
_ 65' _ — GROUP
36,475-SF / / 65' _
r
65'
Cnn I '�
o B3 L46 0 / B3 L47 o 33 L48 o B3 L49 B3 L50 I
Ali I I
5,000-SF 5,000-SF I I 4,986-SF I 5,640-SF,000-S I 651
i CD _ _ _ rn 5152
8 ^~ $ I I I
I
ACHD EASEMENT 0 ACHDEASEMENT I I J
STA: 3+93.50 (STREET C) D I I I I I I I I I I 133 L52
\ STA: 5+73.83 (STREET D) I L —1 L —1 6,042-SF I J
G- — — — — — — — — — - -- — — — — — — - -- — — — — — — — - -- — — — — — — — — — — — — — — — — — — — L
j, 4-LL 46' 'JI 50' 50' 50' 55' 5' \ -4,
SSMH 16 / \ `"I
W W W W W W W W W W W W W W W W W
3+00 \ 4+00 5+00 6+00 — — 7+00 \ J
SS SS SS SS SS SS SS SS SS SS SS SS SS S�
SSMH-17
Cam, SSMH-15 Street C SS
_ �// 9� R S v v
12' 50' 1 1 50' 50' 50' 50' 50' 50' I 26'
— — — — — r MH-14 \
> F —1 F F- - - -] F -1 F
`f' � Co
4i / SSMH 13 \ J
N I I I I I I I 1 �\
33' \ I I I I I I I I \ +z 11 �
CD n 0 64 L8 o 134 L7 o 34 L6 \ I o 64 L5 0 64 L4 0 64 L3 0 134 L2 o B4 L1 \I II
+ 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF =o00-SF— T 5,000-SF 4,958-SF I S
cl-i
I
t � y �I I
C
64 L9 I 1 I I 164 Lib, CD
J
C 6,328 SF 5,780-SF
—1 L —1 L L —1 L —1 L
PP-03 I � \� 50' 50' 50' 50' 50' 50' 50' 50' i ni�ini�eH� nur1H PP-03 I - y
Concept Improvements = Street C 0 3-0' 60' :0
Horizontal Scale: 1" = 30'
y
y
2538 STREET C: ta. 3+00 - 8+40 2538 CZ
HORIZONTA SCALE: 1" 30' Q
mmjco
VERTICAL GALE: 1' _
CD
J
2535 N N � 2535
CD W 000
GB STA:3+00 co
� T
Ca cc
EL: 2531.30 < LO 00 O°,
(n N °O
Q N
CD 2532 PROPOSED GRADE AT CENTERLINE w Cn w 2532 �� 70
-0.54% -0.50% ° cc O �
-0.50
————— ---- —_0.57% _ ---- ---- ----- ---- ---- ----- — a� COn
2529 -o.4s% 0.50°i 2529 z
EXISTING GROUND AT CENTERLINE aCY)
:20
a _ M �
2526 2526 Revisions
1. COM PLAN REVIEW 12.2.21
2523 2523
2520 2520
2517 2517
60-LF OF 8-IN PVC AT 0.60%
300-LF OF 8 IN PVC AT 0.45% p ENG
120 LF OF 8-IN PVC AT 0.45% I SSMH-13 NALSSMH-14 48-IN MH PER ISPWC SD-501
48-IN MH PER ISPWC SD-501 STA. 7+54.70, 2.83 R If
2514 2514 STA:6+91.08, 2.461R RIM: 2528.81± 68
SSMH-15 RIM:2529.11± DEPTH: 12.26'
48-IN MH PER ISPWC SD-501 DEPTH: 13.02' IE OUT: 2516.55, 8-IN PVC (NW) 4,S,1210212021 x
0
STA:3+91,2.501R
IE IN:2516.19,8-IN PVC (SE) TF OF\pP
RIM:2530.77± � EsW.G
DEPTH: 16.13' IE OUT: 2516.09, 8-IN PVC (W)
2511 2511
IE IN:2514.74,8-IN PVC (W)
IE IN:2514.74,8-IN PVC (E) Project No.: 120194
IE OUT: 2514.64, 8-IN PVC (N) Date of Issuance: 09.03.2021
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION
9 AT CENTERLINE AT CENTERLINE Project Milestone: Preliminary Plat
2508 2508 Preliminary Plat
co M co N 00 T N L0 N 0 O Street C
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N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
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PP=05
Sheet Notes:
PP-08 PP-07 PP-04 �\ ,'—� T H E
1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF `j ��1,a�
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) PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED
B$L29 0 o B3L32 B3L43 0 \ B3L47 o 100' _ DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. WE
D
/5,000-SF �' �' \ 5,000-SF .
.••� / I 5,000-SF `\ I I CA I I 5,000-SF I \ I I co —1 CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. �� GROUP
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ACHD EASEMENT U) /
B3 L30 0 - o I B3 L31 I I h I B3 L44 o B3 L46 / I I I N 100,
I� 5,000-SF I— 5,000-SF z 5,000-SF z 5,000-SF I I F
w \ w
15 STA: 0+00.00 (STREET D) Q STA: 3+26.83 (STREET D) \� 00 Q /
I-SF STA: 4+90.53 (STREET GF) co LU STA: 0+00.00 (STREET E) - �I w / I B4 L6
p v N a 100' 100' 1 I v C/)i fx'
can \ — �� Q 7 A cU I 5,000-SF
ti� STA. 3+93.50 (STREET C)
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— \ \ / � STA: 5+73.83 (STREET D)
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SSMH-07 ' 20' /1 6' 175'
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STA: 5+88.03, 2.50, R, STREET F o /
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Concept Improvements = Street D 30' 60' _
Horizontal Scale: 1" = 30'
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2538 STREET D: Sta. -0+30 - 6+60 2538
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2523 2523 Revisions
1. COM PLAN REVIEW 12.2.21
2520 2520
2517 2517
2514 247-LF OF 8-IN PVC AT 0,45%
2514
SSMH-15
327-LF OF 8-IN PVC AT 0.45%
48-IN MH PER ISPWC SD-501
I SSMH-10 STA: 3+91, 2.50'R ONAL p
48-IN MH PER ISPWC SD-501 RIM: 1 ±
2511 STA:3+29.33, 2.50'R DEPTHH:: 16.13' 2511
SSMH-07 RIM: 2529.29± IE IN: 2514.74, 8-IN PVC (W) 68
48-IN MH PER ISPWC SD-501 DEPTH: 15.86' IE IN: 2514.74, 8-IN PVC (E) 012/02/2021 0
STA: 5+88.03, 2.501R IE IN:2513.53,8-IN PVC (E) IE OUT: 2514.64, 8-IN PVC (N) �qpF of�oP�
RIM: 2527.89± IE IN:2513.53,8-IN PVC (S) 114�EsW.G�
DEPTH: 16.03' IE OUT:2513.43,8-IN PVC (N)
2508 IE IN: 2511.96, 8-IN PVC (E) 2508
IE IN: 2511.96, 8-IN PVC (S) Project No.: 120194
IE OUT: 2511.86, 8 IN PVC (W)
Date of Issuance: 09.03.2021
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat
AT CENTERLINE AT CENTERLINE
Preliminary Plat
2505 2505 Street D
E O O O D7 D7 D7 D7 O D7 O O
co O � O M M O N O 'T N Ln M I` co CO O O co N co ` ti O M O N -T `� co O I`
CO CO CO CO T CO I� ti ti ti ti ti T ti M 00 00 00 00 O M O O
9 ti ti DD O DD O C, O C, d7 O d7 O d7 O O O O O O
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pp�06 �,� �,�..
so' �� 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF ��j�� E
FPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED � LAND
F -1 F -1 DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS.
65'
U) — /
U)
CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. �_
1 G R 0
47'
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33 I ' U P
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B3 L31 B3 L32 B3 L33 B3 L34 0 B3 L35 I I
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� STA: 3+26.83 (STREET D)
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61 L26 "'� STA: 0+00.00 (STREET E) sa'
15,633-SF _L —1 L —1 L -7: J
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2538 STREET E: Sta. -0+60 - 4+80 2538
HORIZONTAL SCALE: 1" = 30' y
VERTICAL SCALE: 1" = 3' 0 CA
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2526 2526 CZ
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2523 2523 Revisions Q
1. COM PLAN REVIEW 12.2.21
2520 2520
2517 2517
154-LF OF 8-IN PVC AT 0.60%
2514 I 238-LF OF 8-IN PVC AT 0.45% SSMH-12
48-IN MH PER ISPWC SD-501 2514
SSMH-11 STA:3+90.18, 2.501R
48-IN MH PER ISPWC SD-501 RIM: 2528.20±
SSMH-10 STA: 2+36.01, 2.48113 DEPTH: 12.58' pNAL EN
48-IN MH PER ISPWC SD-501 RIM: 2529.10± IE OUT: 2515.63, 8-IN PVC (W) �� �G\S Gf.
2511 STA: 3+29.33, 2.501R DEPTH: 14.49' 2511 4"
RIM: 2529.29± IE IN: 2514.70, 8-IN PVC (E) 68
DEPTH: 15.86' IE OUT: 2514.60, 8-IN PVC (W) 0,12/02/2021�o
IE IN: 2513.53, 8-IN PVC (E) T9Te OF \pP
IE IN: 2513.53, 8-IN PVC (S) -4 w.G �
IE OUT: 2513.43, 8-IN PVC (N)
2508 2508
Project No.: 120194
Date of Issuance: 09.03.2021
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat
AT CENTERLINE AT CENTERLINE
Preliminary Plat
2505 2505
E 6) O O O N N O M O M M co O co r— U1 r` N O co Street E
O M T O N co � co N O M O O 11) T
f• O O O O O cococococoopopO O O
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N LO N LO N LO N LO N u) N u) N u) N u) N u) N LO N LO N LO N LO N L N Ln
N c N N N N N N N N N N N N N N N
-0+60 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80
o
PP=07if-
B3 L12 -- - -50' 50' 50 50' 50' 60 43 7 \\ \\ �\ Sheet Notes■ `\
7,i828-SF 15' \� �
\ \ 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF �� THE
48 \ PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED
—1 F -1 F - -1 F- - - -] 50' \\ � THESE ARE NOT INTENDED BE � � LAND
F- - - -] F- - - -] F- - -7-- -] � � CHANGES TO THE PROPOSED IMPROVEMENTS SHOULDBE DETAILED CONSTRUCTIONPLANS.
_ DEVELOPMENT - - GROUP
B3 L13 B3 L14 B3 L15 B3 L16 B3 L17 B3 L18 B3 L19 B3 L20
5,000-SF 5,000-SF o 5,000-SF 5,000-SF 5,000-SF 5,000-SF o 5,000-SF o 5,532-SF B3 L22
B3 L21 4,850-SF
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Street F SSMH-08S S—`t=M-SS 1°19'39"Vy 135.93'
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_ STA: 10+20.32
SSMH-07 -1 F -1 F -1 F\ r
SSMH-09
STA: 0+02.50, 2.50'R, Street D = I — — — — — 41 \J/
STA: 5+88.03, 2.50,R, Street GF —
o B3 L30 o B3 L29 o B3 L28 o B3 L27 o B3 L26 o B3 L25 I I \ 6s 1 J
cn 5,,000-SF 5,000-SF 5,000-SF 5,000-SF
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iiixConcept Improvements = Street F 0 30'
Horizontal Scale: 1" = 30'
2538 STREET GF: Sta. 4+80 - 11 +10 2538
HORIZONTAL SCALE' 1" = 30' CA
VERTICAL SCALE: 1" = 3' CA
2535 2535
co
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2532 .. N a 17 c M 2532
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CD w CD w GB STA: 5+90.53 GB STA:6+34.03 ¢ N + rn —
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2529 PROPOSED GRADE AT CENTERLINE CD w 2529
0.50°/O 0.50% cc
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2526 2526 CZ
EXISTING GROUND AT CENTERLINE
L
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2523 2523 Revisions 1Q
1. COM PLAN REVIEW 12.2.21
2520 2520
2517 2517
2514 154-LF OF 8-IN PVC AT 0.60% 2514
288-LF OF 8-IN PVC AT 0,45% SSMH-09
I 48-IN MH PER ISPWC SD-501
113-1-F OF 8-IN PVC AT 0.45% SSMH-08 STA: 10+30, 2.501R ���NONAL EN
48-IN MH PER ISPWC SD-501 RIM: 2525.98± G\ST Gr
2511 STA: 8+76.10, 2.48111 DEPTH: 11.71' 2511 If
SSMH-07
SSM MH PER ISPWC SD 501 RIM: 2526.86± IE OUT: 2514.27, 8-IN PVC (W) 68
STA: 5+88.03, 2.50'R DEPTH: 13.61' sT2/02/2021\
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RIM: 2527.89± IE IN: 2513.35, 8-IN PVC (E)
le 0 F\�P�
DEPTH: 16.03' IE OUT: 2513.25, 8-IN PVC (W) 4�ESW.G�
2508 IE IN: 2511.96, 8-IN PVC (E) 2508
IE IN: 2511.96, 8-IN PVC (S) Project No.: 120194
IE OUT: 2511.86, 8-IN PVC (W)
Date of Issuance: 09.03.2021
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat
E AT CENTERLINE AT CENTERLINE
2505 2505 Preliminary Plat
co o o _o co M co N _� � o M I- Street F
E m co I— U'", LP) O co 00 co O V CO p ti co ti � CO Lf) CO V CO M ti ti O OR 0T O O O O co 00 N
co CD co co co CD O CD Op CD CD CD CD CD tD tD to O tD O I� O CD O CD O CD Cfl
N N N N N N N N N N N N N N N N N N N N N N N N CV N CV N N N N N N N N N N N N N
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10
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PP=08
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PP-10 PP-08 �� '%-= THE
I B2 L4 I I I I B3 L9 I I B3 L15 I
o N co STA: 0+00.00 (STREET D) s 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF r� Aww--
5,0oo-SF 5,000-SF 5,000-SF STA: 4+90.53 (STREET GF) _ PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED
CD I "� DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. . LAND
Cn y ---- -- �C L" - CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. .
, �� _ _ ,00' � � � I� ��. _ _ _ _ _ - GROUP
CD ; FI
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B2 L3 I I 63 L10 B3 L14 0
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5,000-SF u �� " 5,000-SF o 5,000-SF SS SS SS SS SS
Street D
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100'
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100, 100,
F-1 —1 F -
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5,000-SF I ' I I 5,000-SF 5,000-SF III / w
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3,914-SF ") 7,826-SF, )
CC / N �
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XL M M M M M M M M M M M M M 55�Q
M _ _ / _T _o Y S00°40'21"W 327.00' _�_M
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SSMH-02 N Ke kl i k Ave
can 50' S0' 50' 50' 50' 50' 2T 2 / 33,162-SF
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SSMH 01 STA: 2+23.50 (N. KEKLIK AVE.)
I _ STA: 0+00.00 (STREET H)
Cn
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I I I I I I I I I I I I i
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Concept Improvements - N Keklik Ave 0 30 60
Horizontal Scale: 1" = 30'
2535 STREET GF: Sta. 0+60 - 5+70 2535
HORIZONTAL SCALE: 1" = 30' co CA
VERTICAL SCALE: 1" = 3' co o CAM
2532 0 � ti a N 2532
�, + TC\J
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LO + cyj ¢ LC) CS W C7 Lj W
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2529 CD w 2529 �+
PROPOSED GRADE AT CENTERLINE CA
0.50% 0.50%
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2526 ____ ---- —__—
57% 0.57% __ ___ 2526
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2523 2523 CZ
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2520 2520 Revisions 1Q
1. COM PLAN REVIEW 12.2.21
2517 2517
2514 2514
39-LF OF 8-IN PVC AT 0.45%
113-LF OF 8-IN PVC AT 0.45%
2511 2511
' 219-LF OF 8-IN PVC AT 0.45%
I 126-LF OF 8-IN PVC AT 0.45% SSMH-06
SSMH 05 48-IN MH PER ISPWC SD-501 ��oNaL EN
SSMH-02 48-IN MH PER ISPWC SD-501 STA:4+77.10, 6.86113 cG\s Gf
48-IN MH PER ISPWC SD-501 STA:4+42.99, 7.941R RIM: 2527.17±
2508 SSMH -01 RIM: 2526.92± DEPTH: 15.92' 68
48-IN MH PER ISPWC SD-501 STA: 2+26,4.5O'R 2508
DEPTH: 15.94 IE IN: 2511.35, 8-IN PVC E
RIM: 2525.84± ( ) s12/02/2021 0
STA: 0+99.99, 4.50 R IE OUT: 2511.25, 8-IN PVC (NW) TqT P�
RIM: 2525.10± DEPTH: 15.96' IE IN: 2511.07, 8-IN PVC (SE)
J F0F\O �
DEPTH: 15.88' IE IN: 2509.99, 8-IN PVC (E) IE OUT: 2510.97, 8-IN PVC (N) � ESW.G
IE IN: 2509.32, 8-IN PVC (S) IE IN: 2509.99, 8-IN PVC (S)2505 IE OUT: 2509.22, 8-IN PVC (N) IE OUT: 2509.89, 8-IN PVC (N) 2505
a Project No.: 120194
E
Date of Issuance: 09.03.2021
E
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat
AT CENTERLINE AT CENTERLINE
Preliminary Plat
2502 2502
E _ Street N Keklik Ave
U-) co O r O 0) M 00 r— co co Lr) N co O Lr) O
O N t` CT M LO 00 O N LO t` CT CT LO M
3 � Ln ti C3) O N M M � LO (.fl t` 00 CT r co Ln (.fl 00
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O N � N O N O N � N � N � N � N O N O N � N � N O N � N � N � N � N U-)
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N N N N N N N N N N N N N N N N N N
0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 Pp=09
GIN G\FZ TBM 1 N Sheet Notes:
12"G 12"GIRR 1E] I SSMH-24 12"GIRR
_ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ THE
1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF
� ao' So' So' So' So' So' So' So' 52' So' S0' - -�� - PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED
D �- - - - - - Z \ \ I DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. .
T \ CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. LAND
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2505 IE OUT: 2509.89, 8-IN PVC (N) 2505
a Project No.: 120194
Date of Issuance: 09.03.2021
E
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EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat
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CALLOUT NUMBERS COORDINATED
p y Keynotes. TO NUMBERED NOTES BELOW. Material Legend. �fWhl � T H E
ACCLIMA INC. 1. 35-FT LANDSCAPE BUFFER PER TITLE 11, CHAPTER 3, ARTICLE B. / // // ASPHALT PAVING STANDARD CONCRETE L AN D
/
C/O SCOTT ANDERSON 2. 20,000-SF RESEARCH AND DEVELOPMENT FACILITY, INCL ADMINISTRATIVE OFFICES FLATWORK
/ .
1763 W MARCON LANE 3. ±12,000 SF RESEARCH AND DEVELOPMENT GREENHOUSE AND ±8,000 SF TENANT OFFICES /
MERIDIAN, ID 83646 4. 6-FT FENCE GROUP////,/j s s °
5. ENTRY PLAZA
Project Description (Lot 2 Block 5) 6. ACCESS GATE
7. DELIVERY AND LOADING AREA
5.86 ACRES I ME ZONE I RESEARCH AND DEVELOPMENT FACILITY 28,000 SF OFFICE SPACE 8. OUTDOOR IRRIGATION TEST PLOTS GRAVEL SURFACING LANDSCAPE BUFFER AREA
9. 5-FT DETACHED SIDEWALK T T T
A. LANDSCAPE BUFFER CALCULATIONS (PER ME ZONE AND ENTRY WAY CORRIDOR DESIGNATION): 10. MAINTENANCE BUILDING + + + + + +
BUFFER REQUIRED BUFFER PROVIDED 11. BICYCLE RACK
FUTURE HWY 16 35-FT 35-FT
MCDERMOTT 35-FT 35-FT
B. BUILDING SETBACKS AND DIMENSIONAL STANDARDS (PER ME ZONE): LANDSCAPE AREA
REQUIRED PROVIDED (INCL BUFFERS)
INTERIOR SIDE: 0-FT ±53-FT
FRONT 0-FT 35-FT 11
REAR: 0-FT ±72-FT
BUILDING HEIGHT: 65-FT <65-FT
C. PARKING REQUIREMENTS (PER ME ZONE): Fencing Legend.
REQUIRED PROVIDED
STANDARD SPACES (1 PER 500 SF) 56 SPACES 56 SPACES
ADA SPACES 3 SPACES 3 SPACES X X X 6 FT FENCE
BICYCLE SPACES (1 PER 25 STD) 3 SPACES 4 SPACES
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/' /IIIII\\ \
TYP. OF 2 < BEGIN
0 12/02/2021
Project No.: 120194
Date of Issuance: 09.03.2021
E Project Milestone: Preliminary Plat
a
Preliminary Plat
E o Acclima Concept Plan
g
a PreliminaryPlatmAcclima Concept Plan Lot 2 Block 5 5 1°
Horizontal Scale: 1" = 50' P P 11
��o
� CALLOUT NUMBERS COORDINATED Property Owner: ��'��
I I I I Keynotes. TO NUMBERED NOTES BELOW. p y - T H E
F_&A-4
U I I 1. FENCING, SEE LEGEND FOR FENCING TYPE ACCLIMA INC. , LAND
2. NOISE ATTENUATION WALL, SEE LEGEND FOR WALL TYPE C/O SCOTT ANDERSON .
I I I 3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 4/LP-2 1763 W MARCONI LANE
I 4. BENCH, BY DEVELOPER MERIDIAN, ID 83646 GROUP
5. MULTI-USE PATHWAY
6. COMMUNITY POOL AND CHANGING ROOMS
I I 7. PEDESTRIAN BRIDGE � ■
I
Planner, Engineer, Landscape Architect:
CHUKAR RIDGE SU IVIsION I I I 8. MONUMENT SIGN
S l
THE LAND GROUP, INC.
' I Legend:
CONTACT: KRISTEN MCNEILL (PLANNER)
- E - _ - - - - RR CONTACT:JIM CUTE, PE (ENGINEER)
I V R CONTACT: MATTHEW T.ADAMS PLA(LANDSCAPE ARCHITECT)
_ IH 5 LANDSCAPE AREA LIGHT-DUTY ASPHALT PATHWAY AND SURVEYOR)
12"GIRR a �j j�jj/
- f
CONTACT:JIM WASHBURN, PLS (L R)
50' 50, 50' 50, 50' X 50' 50' 52' S0 PA - - / SUITE 100
X -101"
0 61 u o _ O � � � / BEGIN
259- 99 - 30 / 462E SHORE DR.,
0 40• I I 1 ✓5;507-SF 8 0, 1 BD c 2 7 _(2)� r 2 B / / / EAGLE, ID 83616
gpl I
k�l o O o 0 0 ' o 0 0 0 g AX(2) L _ . � I ;, (1) PA �`� PH: 208.939.4041
1 L PF3 B2 L3 -' B2 L4 B2 L5 B2 L6 B2 L7 - B2' �I
0 0 0 0 o 0 0 o L10 o B2 L11 0 3 ,,
110', 14-SF i 5,000-SF i 5,000-SF i I s,000-SF i, 5000-SF i 15,000-SF i 5,000-SF i 15,000-SF ,I - -100" X
I / �o 0
B1 L2 (2) GS s,ogo-sF; MS (1 1 (2)AX
^ 5,492-SF - --- �,20L9 B3 I
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E - I EMERGENCY ACCESS
ok 20' 50'- - - 50,-_ 50'- -50' - 50'- -50'., -50' - 52' 50'� �50' 0 I HEAVY-DUTY PAVING Landscape Notes:
1 100 ,
m �110'- _ ---- \
B1 L3 - street H BD (3) PB (4) �.�63 L3 P-03 s I 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR
r- �378-SF (1) PF3 I PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK.
5,4s7-SF �, o 124', I I 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED.
1101- I -50- - 50' - -so'- -50'- - 50 - -50'- -50'- - �1s J I 3. NEW TREE PLANTING, SEE DETAILS SHEET LP-02. CONTRACTOR SHALL STAKE ALL TREES DEEMED
B1 L4 P k - - _ (1) PF I 6'OPEN STYLE METAL FENCE 6' HIGH NOISE ATTENUATION NECESSARY, LE..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC.
S .
5,481 SF I \ I ` WALL, SEE DETAIL 3/LP-02
2 MS
r CONTRACTOR'S OPTION.
B3 L11 B3 L10 I ' 63 L9 I B3 L8 I 63 L7 B3 L6 B3 L5 \ ( )
0 0 0 0 0 0 0 0 (1) QR \ % 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND
110'- I T 5,000-sF r s,000-sF r s,000-SF T 5,000-sF T 5,000-SF I r 5,000-sF 15,000-sF T \ I I I 6' HIGH SOLID VINYL FENCE SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION.
o B1 L5 �0 2 \ j i
BD] -1L -1L (2) OR
-252 47G-SE_ �- I 26 1 p" \ ,'� �, w 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"OF SMALL (11"MINUS) BARK CHIPS.
P o r3 L12 (2) BD - O BD (1)
�I o 50' 50 50' So' s°' 43' r \ \ 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE
109'- 12 ry Promect Calculations OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY
B1 Ls - 48' 50, \ CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER.
\ A. RESIDENTIAL SUBDIVISION TREE CALCULATIONS:
5,471-SF I ss \ % I I ' LINEAR FOOTAGE TREES REQUIRED TREES PROVIDED 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE
5) GSA B3 L14 0 63 L15 o B3 L16 o B3 L17 o B3 L18 0 63 L19 o B3 L20 P(1) A %'�., (2) CS I I STREETS A-C&N. KEKLIK: 1223 LF 35 35 WITH SITE GRADING PLAN.
N DJ LLL UJ /
1091- I ,(1) MSS 5,0o0-SF- 's,000-SF; 15,0oo-SF; I 5,0oo-SF; I 5,0o0-SF; I 5,000-SF; I 5,532-SF I 63 L21 CJ 1 _ \ A 8. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A
61 L7 I i �,��� \ I"I �I STREETS D&N. KEKLIK: 1396 LF 40 40
N 4s75-SF� I - \ ' % 4 p RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO-TILL
5,494 SF
MS (1) `I STREET E: 80 LF 2 2
- - ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL ALL TREE PITS SHALL BE A MIX OF SEVEN
s' 9'- �k \ %' Ilh STREET F: 94 LF 3 3 PARTS TOPSOIL AS SPECIFIED IN THESE NOTES AND THREE PARTS COMPOST ORGANIC MATTER BY
-110 3 as- 32'=1s \ lh STREET H &N.ALAMEDA CR.AVE: 505 LF 14 14 ( ) /
s1 Ls w� TOTAL: 94 94 VOLUME.
I
GIRR RR o ��s8 - - street F - I 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER
�,555 SF - - \ (3) PP �1
- i i - V I MANUFACTURER'S RECOMMENDATIONS.
B. LANDSCAPE BUFFER TREE CALCULATIONS:
r-
T 147 AX(3 pg (1)', ('4 PB so 50 50- 43-2 \ SO I 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OF
2) C J j-60'- - 38 j \ (3) MS\ O, LINEAR FOOTAGE TREES REQUIRED TREES PROVIDED TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3"
I �
--2527- " �
FUTURE HWY 16: 1336 LF 38 42 BELOW SURFACE OF WALKS AND CURBS IN PLANTING BED AREAS,AND 1/2" IN LAWN AREAS.
B3 L39 T' 63129 o B3 L28 0 &3 L27 o B3 L26 o B3 L25 \36 /1 (2) gD \ \
11. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO
I II w
`� I _ o I C. FUTURE HWY 16 LANDSCAPE BUFFER WIDTH:VARIES, 50'MIN; 35'REQUIRED ASSUMED ENTRYWAY
BD (1) Ts;000-sF s,000-SF , 5,000-SF „ 5,000-SF 15,013-SFT 5,385-SF o I g3 L24 R (1)� ( PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A
� _ I CORRIDOR)
7 I �
33,11623SF (3) BDI L - L k L -J 5,527-SF B3 L23 \ (1) CS I D. ACREAGE DEDICATED FOR COMMON OPEN SPACE (EXCL. PARKWAY PLANTER STRIPS): 7.18 ACRES. (312,928 LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE RI TOXIC MATERIALS, NOXIOUS WEEDS,WEED
OR (1) 50' 50' 50' so' 25'23' J I SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON SITE TOPSOIL
.' 2'L47, 4,732-SF (1) OR I SQ FT) DOES NOT MEET THESE MINIMUM STANDARDS CONTRACTORS ARE RESPONSIBLE TO EITHER:A
65'� ', (1) PA w E. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 18.0% (MINIMUM 15%) )
4 1 PP $ 65'� % (1) MS I PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH METHODS
p O (1) MS F. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 89 PROVIDED; 1 PER 3,707 SQ. FT(42 REQUIRED @
o H (1)AX (1) PP I APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES
O °� N 7 252 MINIMUM 1 PER 8,000 SQ. FT)
- I ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER
0 21a' k 3 / I G. SITE AMENITIES: 11 PITS (8 PITS REQUIRED @ MINIMUM 1 POINT PER 5 ACRES OF GROSS DEVELOPED AREA) EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH.
C3 o
1 MS H. MITIGATION FOR REMOVAL OF EXISTING TREES:0 CALIPER INCHES THERE ARE NO EXISTING TREES ON SITE
CA ( ) 12. IF IMPORTED TOPSOIL FROM OFF SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS O
-- _ 21r FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, •�
� - �� o� I 5°� MS (1� ' CJ (1) '-PB (1)_ ' T 1s' 48 � / ;' � � � I I � � I ;
/ / (2) PB I BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES y
Z '� AX(1 so 6s / 3 PANT SCHEDULE IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. ■�
W® � BD (3 ° I o B3 L31 63 L32 B3 L33 0 63 L34 0 'B3 L35 /
I 13. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS
' CONIFERS CODE BOTANICAL/COMMON NAME SIZE CONTAINER CITY
W 3 PB i 5,000-SF I 5,000-SF o 5,001-SF" I 5ss2-sF o B3 L36 MS (1 / / ,' I TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES
7 c�n F o I PA PICEA ABIES/NORWAY SPRUCE 8'HT. B&B 12
_ m B1 L11 13 ) -- -- 14,8 88-SFJ QR 1 / WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES.
- J L �J
T o 38,246-SF s J I- I f J I F 1 I 14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE
i 4;46' L 50 -50'- -43'=72-48,J I�/. B3 L4 (1) PA B5 L1 �` M I M E OPERATIONS AND DISPOSE OF PROPERLY OFF SITE.
PF PICEA PUNGENS'FAT Al FAT ALBERT COLORADO SPRUCE 8' HT. B&B 9
O 17- 36' iss 343,292-SF 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH
Street E -
AX 7 I ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES.
c� ��� _ X CA
8 !
PF3 PINUS FLEXILISVANDERWOLF'S PYRAMID/VANDERWOLF'S PYRAMID LIMBER PINE 8 HT. B&B 4
4� �50- -50'• -43'-2' 19, _ � -
_ _
(5) MS I �as�_
I � • ACHD Landscape Plan Notes.
PF ' 217 ( ) ' �I A^ ' I ' PP PINUS PONDEROSA/PONDEROSA PINE 8 HT. B&B 9 CA
RR BD 1 0 4 GSE I g o I B3 L41 o I B3 L40 _ \ '�, (1) CS 1. TREES SHALL NOT BE PLANTED WITHIN THE 10'CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES,
1 CJ T B3 L43 - B3 L42 - e I 1 � STRUCTURES, OR FACILITIES.
( I
5,000-SFT 5,000-SF 5,000-SF 5,715-SF o - ` -
-_GS (1 )' s coo-SF I - -57 (3) BD
4 (1)AX 5 447 11 39E (1) PA a (3) PP j � � DECIDUOUS TREES CODE BOTANICAL/COMMON NAME SIZE CONTAINER CITY
L_J_ � B3 L38 % 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BEPA(2 4) GS 50' 50' 50, 23, 1'L50'� AX ACER TRUNCATUM X PLATANOIDES'WARRENRED'TM/PACIFIC SUNSET MAPLE 2"CAL. B&B 25� M ��� � i � INSTALLED,SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE
QR 3 6 , - ss 6E Cc
I CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM0 .F � � 6�,�4,769-SF
65' // o I d
' UP BD BETULA NIGRA'BNMTF'TM/DURA HEAT RIVER BIRCH 2"CAL. B&B 26
q '
� � ■�
I � B3 L46 o B3�L47 o B3 L48 o B3 L49 � B3 L50
I
B3 L51 i
5,640-SF - Block 5 '
o "
PB 1 I I -5,000-SF I, i 5,000-SF I 5,000-SF I 4,986-SF I I (2) Pl70
(1) PF ( I I 5,152-SF I 0' B3 L52 �' `_ I cJ CERCIDIPHYLLUM JAPONICUM/KATSURA TREE 2"CAL. B&B 5 � �
_ � 0
1 � � -1 1Cc
2 PA I oL c�
6,042-SF ( ) w- 46'- � � I I 46'- -50'- -50,- - 50' - -55'=5, �� % � CO
/ / \i
- o �YL13 � _� �_ A i �� ' 'I � N 00
53� 5 �� , / CS CATALPA SPECIOSA/NORTHERN CATALPA 2"CAL. B&B 8 0
J
L/ - - �treet� - �0�33 �(2�AX
`Z 6,751-SF / - B � =
U
v �� B1 L14 �- 2' - 50' - -50'- -50'- - 50' - -50'- -50'- - 50' - 26'= 5'� \ 4 7 (4) OR I I w GS GLEDITSIATRIACANTHOSINERMIS'SHADEMASTER'/SHADEMASTER HONEY LOCUST 2"CAL. B&B 25 z -�
-116,- i I
o 2
d� 5,534 SF �� F -1 P � P F � F � ,3 1 I N
49 � � � , 255,351 SF
_ I Q _
3 \ ( ) I MS MALUS X'SPRING SNOW'/SPRING SNOW CRABAPPLE 2"CAL. B&B 24
'110'- o_ ) I B4 L7 I B4 L6, I B4 LS o I B4 L4 o I B4 L3 0 B4 i2 o I MS (2 I 1 B
0 0 0 o I Revisions 1
B1 L15 I T 5,000-SF 5,000-SF 5,000-SFT 5,000-SFT 5,000-SF ,.- 5,000-SFT 5,000-SFT P (1 F
o� 4 -- i
5,475 SF 0
F (3�1 E 5 L1 I I a
w PB PLATANUS X ACERIFOLIA'BLOODGOOD'/BLOODGOOD LONDON PLANE TREE 2"CAL. B&B 18
(1)PF3 I I 50 3) BD 50' 50' 50'1 L 50' 50,1 L 50' 50' I I 1. COM PLAN REVIEW 12.2.21
tll n6 � '
o - o F_ -1 F I i. M 'IQ 1 0
2 PF 1 �(1 v (3) GS N I OR QUERCUS RUBRA/RED OAK 2"CAL. B&B 18
BEGIN 1 1(2.
Ci
-X 53 �I END > I (1 OR '
' I,1)CMS o B4 L11 o B4 L12 o B4 L13 o B4 L14 o B4 L15 B4 L16 go B4 L 7- - 09 _ o 0 0 0 *' �5,000-SF �rF 1 � � � � �
1 AX I � npF I i 5,000-SF I 5,000-SF I 5,000-SF I s,000-SF I 5,000-SF I I ( I O w
J
/ \ � k5o,k �50 k �50 �50 k �50 k �5C 4 - I q
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ERR APB (2) ------
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X 7
x I \ f � \GS �) N I �° Q (1) PP
I s3 I I a
I L17 T� A B1 L18 I B1 L19 -' I B1 L20 -' 61 L21 �' I B1 L22 �' I 61 L23 �� I B1 L24 -� 31 L
0 o s
90 5,7� 22-SF 5,072-SF7 5,072-SFT 5,071-SF7 5,071-SF7 5,070-SFT 5,070-SFT ,23 ,
(3) QR s (4) CS
T
Block L -1 L -1 L
2 END293' I I I I
\ „ _5 50' 50 50' 50' 50' 50' 23 4
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T LA-16589
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22/02/2022
Project No.: 120194
Date of Issuance: 09.03.2021
\\ \\ I I Project Milestone: Preliminary Plat
Preliminary Plat
E Landscape Plan
s
�� 0 80' 160'PreliminaryPlatmLandscape Plan Horizontal Scale: 1" = 80' LP=01
NOTES: - + _
1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS F� `� ��'��
RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO i •1 • `j ��1,a► T H E
STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; j, s +t I .
YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LAN D
2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. `, �_+* •F - Y. ? .
NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. GROUP
I-Im-
3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO `~ {0 f W. `■ } ' ''
INSTALLATION OF PLANT MATERIAL. '"t� f y y +r_ i• '�� ri "� �. q
4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE PREVAILING WIND DIRECTION L ._r _ r •
STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH L I r '� * ` • Y
GALVANIZED NAILS TO PREVENT SLIPPAGE. TREE WRAP TRUNK PROTECTION,
5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. REMOVE AFTER INSTALLATION ` -
6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE _ {
ARCHITECT IMMEDIATELY. •
2"x 2"x&CEDAR STAKE- DO NOT PENETRATE ROOTBALL.
ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. ,. I
r � -
- y
SOIL LINE \\\ MULCH LAYER, KEEP MULCH 3"AWAY FROM - 4 ' r .•
\\ TRUNK
UTILIZE SOIL/ROOT PROBE AROUND TRUNK ' - --
\ BACKFILL WITH SOIL PLANTING MIX. SEE �' y _ �_��� �'�' ' r •�_ *• � �•��
(APPROX. 3 4"AWAY FROM TRUNK)TO LOCATE 3° SPECIFICATIONS FOR ADDITIONAL INFORMATION. ,.+a
HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE -- -' '=• - _P -
POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. a -
� FINISH GRADE
REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP
2 OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC COMMERCIAL SLOW RELEASE FERTILIZER TABLETS
FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \�\\\\ \\/\/ • '" {'' ' - ► • -• . `{`
WRAP THE ROOTBALL, IT SHALL BE COMPLETELY .
REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE
LEFT ON THE BOTTOM OF THE ROOTBALL. \/ \/\\/\\/�\\/�\\/�\\/�\\/�\\/�\\/�\\�\\ / 'f _ - :,� '. � ,•1-� 1; -
SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL
&I _ —
IL
2x ROOTBALL DIAMETER
Deciduous Tree Planting 3x ROOTBALL DIAMETER , '. - •} r �� •� �;•�� -� - h4 ���� ��Ag A„ _ -3
Scale: NITS
i F
NOTES:
1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS
REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO
RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN
f • ; �� r
STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; ,* � +��� '��� _ •- ��� i�"�'���� ` �� `� �.t`�
YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE -�
2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED.
NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. Natural Play Supporting Imagery
3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO4 INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION Scale: NITS
4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR
FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO
PREVENT SLIPPAGE. a
5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. RUBBER CINCH TIE
6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE --
ARCHITECT IMMEDIATELY. d 2"x 2"x&CEDAR STAKE DO NOT PENETRATE ROOTBALL.
O
ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. ■�
y
SOIL LINE \
\ �� MULCH LAYER, KEEP MULCH 3"AWAY FROM .i � • � ,. � -_�•''1 1• �r
\ I TRUNK �r �j ■�
UTILIZE SOIL/ROOT PROBE AROUND TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE '� ■ '
(APPROX. 34"AWAY FROM TRUNK)TO LOCATE 3 �'
HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE SPECIFICATIONS FOR ADDITIONAL INFORMATION. ■ • 11116. •,� I
POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. � 3
FINISH GRADE ,; ; �
� .•-r C4
REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP
2 OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ \ / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS • _
FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \/j\ \ /j\ 'i'•••
WRAP THE ROOTBALL, IT SHALL BE COMPLETELY \\�/j� \ //�/j// �� • - 46
REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE
/VA/\ VA/VA/VA/VA/VA/VA/VA V�V � �/V�/ •� _
LEFT ON THE BOTTOM OF THE ROOTBALL. /\//\//\//\//\//\//\// }} I
SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL ,� I� .t ■�
2x ROOTBALL DIAMETER }L
3x ROOTBALL DIAMETER - _
Coniferous Tree Planting � + cc
L ' _•��;r• ��`r+�■- y. = ~ �• �+
CIO
2 21- w
Scale: NITS 1 r I _ 70
ti c9
* cc 0 `�_
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CD 00
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of or 10111111111116 L. cc
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1 , -
�. - , _ - 4 � '` { •� $��_ r 1. COM PLAN REVIEW 12.2.21
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+
•% -r r 0% 22/02/2022
it r ti k ,_ Project No.: 120194`
-1 716r Date of Issuance: 09.03.2021
■ ; ra~, `• ' I Project Milestone: Preliminary Plat
Preliminary Plat
E o 6' High Noise Attenuation Fence Dry Creekbed Supporting Imagery Landscape Details
3 E Scale: NITS Scale: NITS
--- LP=02
T H E
L AN D
_ GROUP
( w 6-FT HIGH NOISE
1h1'J ATTENUATION WALL
ON TOP OF BERM
� f
10-FT ASPHALT PATH
LOT BOUNDARY FENCE
- CV
RESIDENTIAL BACK YARD
*A
of
f r
RESIDENTIAL LOTS
6' HT BERM McDERMOTT ROAD
(HWY 16) EASEMENT
50' ± LANDSCAPE BUFFER
North Landscape Buffer - Connection to Chukar Ridge Subdivision
1 Scale: NTS
O
y
t r 04r LOT BOUNDARY FENCE ■�
1 ` RESIDENTIAL SIDE YARD
y
y
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J
TRAVEL LANE I PLANTER STRIP 15-FT DETACHED I LANDSCAPE SWALE i RESIDENTIAL LOTS
I
SIDEWALK i i ■ �
i CL
y
C
Roadside Swale O E
2 v CD00
Scale: NTS M 0
cc
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, Revisions
( t � 1. COM PLAN REVIEW 12.2.21
NATURAL AREA AND STORMWATER
FEATURE INTERPRETIVE BOARD
NATURAL PLAY FEATURE
COMMUNITY
PATH
n
.ion, � ■�, � l .
+J�` ����(PEE of
LA-16589
CUL-DE-SAC I PLANTER STRIP i 5-FT DETACHED i LANDSCAPE SWALE i 10-FT MULTI-USE PATHWAY SWALE AND DRAINAGE BASIN ; NATURAL PLAY AREA i i LANDSCAPE BERM SIDEWALK i AND COMMUNTIY PATH
� i I i I III
12/02/2021 Project No.: 120194
i1 i I I Date of Issuance: 09.03.2021
43
Project Milestone: Preliminary Plat
Preliminary Plat
E o Landscape Sections
g Pedestrian Pathways and Natural Play Area
3 Scale: NTS
LP=03
I OPEN SPACE CALCULATION:
QUALIFIED OPEN SPACE:
• 332,967 SQ FT p =
TOTAL BOUNDARY SQUARE FOOTAGE: W Z O
• 2,506-SF i 1,742,400 SQ FT = a =/�
4,783 SF CHUKIlR RIDGE SUBDIVISION 0 � V
_ _ - BOUNDARY SQUARE FOOTAGE MINUS HWY 16:
1,399,108 SQ FT
4,169-SF I PCT. OF QUALIFIED OPEN SPACE OVERALL: `t
19.1% \�\
_ I PCT. OF QUALIFIED OPEN SPACE MINUS HWY 16: �j`,�'�.
23.8%
8,365-SF \ P1E OF
\ *NOTE: OPEN SPACE CALCULATIONS DEPICTED ON T.
THIS SHEET ONLY INCLUDE FUNCTIONAL OPEN _r
SPACE AREA. COMMON/OPEN SPACE LOT
CALCULATION ON PRE-PLAT OVERVIEW INCLUDES %, -1 589� \
10,873-SF ADDITIONAL COMMON AREA SUCH AS THE POOL 44ftscivs �\
PARKING AREA AND THE SECONDARY EMERGENCY
ACCESS. CALCULATIONS INCLUDE BOTH 12/02/2022
RESIDENTIAL AND COMMERCIAL USES.
215,356-SF
36,203-SF
FUTURE HWY 16 LOCATION
CO)
ELI .�
7,126-SF
TCA
CA
6,093-SFIN
I ��
35,013-SF I �i
� I
COD Co
Co •-
2,480-SF i CL
v +�+ CJ
\ 8-MILE LATERAL IRRIGATION EASEMENT I°I =
g .� C.2
� � a
T Preliminary Plat-Open Space Exhibit o 250' Soo' Q cc —
Horizontal Scale:1 = 250' ProjectNo.:120194 LP_04
Date of Issuance:09.03.2021
��o