HomeMy WebLinkAboutPublic Utility Plan VICINITY MAP : 1"=1,000'
PRELIMINARY PLAT SHOWING Q
}
>
APEX PHENOMENAL SUBDIVISION W< 0
PRE-PLAT BOUNDARY—, E.II PHENOMENAL ST. v0
A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHWEST 1/4 OF THE
SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M., =F--
CITY OF MERIDIAN, ADA COUNTY, IDAHO -- E.LAKE HAZEL RD.
__6= FF1 L
w Q I I I I Q I I
> z —
Q o =
a APEX NORTHWEST APEX NORTHWEST
L
O SUBDIVISION No. 4 Z SUBDIVISION No. 3 APEX NORTHWEST
0 60 120 180 (R-15) (R-15) = SUBDIVISION No. 2
J
(R-15)
Plan Scale: 1" = 60'
vi
E. PHENOMENAL ST.
L1
—S89042'21 "E 1 199.50' - L2
73 .
71 �i
69 '
r
w
' > W w
a 67 ,._ ..?•,. � s , 22 21 20 19 18 17 16 15 , w
v 25
I 3
z
J
z 66 26
O W
w .� i'• �. '� � s� . � '
FUTURE RESIDENTIAL z 65
(R-15) 27 iv ui
I o 7.94 AC.± BLOCK 1 Ln >
�. �. 64 d .. s ti r• w w
Q APEX NORTHWEST
> °'C14 BLOCK 1 23 SUBDIVISION No. 1
EAGLE 1 LLC Q 63 28 (R-15)
E. LAKE HAZEL RD. w 76 w w w
S1131347001 O O t
(RUT) m LO
(D 62 29 0
0
Z
61 30
32 33 34 35 36 37 38 39
I
58 57 56 55 54 53 52 51 49 48 47 46 45 44 43 42 41 40
I
I I I I I
I
t
i
w w w w w w m m w w m w w m m w w w m m w w m w w m m w w m w w m m w w m w
01"4, � � � � � � � � � � � � � � � � � � � � � � � � � � � � � IIIII
- - - 90.8p� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -N89°42'21 "W 1 102.85'� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v�`I
,C
— — — — — — — — — — — — — — — — — — — — — — — — — — E. LAKE HAZEL RD. — — — — — — — — — — — — — — — — — — — — — — — — — — -
- — — — — — — — — — — — — — — — — —
777F EP =--tEP
F' EP_ — �P EP — EP FP _ — EP EP — EP FP
d I I — — — - - - --- - - - - - _ - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ — - - LINE TABLE z
M PRELIMINARY PLAT DATA - --7- LINE BEARING DISTANCE O
SITE DATA I L1 N00'17'12"E 1.50' U
PARCEL NUMBER S1 1 31 438975 L2 S44'42'54"E 13.43'
LEGEND
Or-
SITE ADDRESS E. LAKE HAZEL RD.
L3 S89'43'08"E 10.78'
z MERIDIAN, ID 83642
CURRENT ZONING R-15 — — BOUNDARY LINE L4 N48'48'31"E 34.69'
PROPOSED ZONING R-15 OFFSITE PROPERTY LINE L5 N45'17'16"E 23.34' z
COMPREHENSIVE PLAN DESIGNATION MEDIUM—HIGH DENSITY RESIDENTIAL — — 0
g BUILDABLE LOT AREA 4.661 ACRES LOT LINE U
Y COMMON AREA 3.542 ACRES — — —
= TOTAL AREAFUTURE R-15 AREA 16.17.942 45 ACRES ACRES
SECTION LINE 0
g R-8 PROPERTY ZONE DEVELOPER/OWNER APEX PHENOMENAL SUBDIVISION
OVERALL LOT DATA INDEX OF DRAWINGS gs�p"AL £N�
10 LOT NUMBER BRIGHTON DEVELOPMENT INC. MERIDIAN I DAH O �`�' ENS RESIDENTIAL LOTS 64 2929 W. NAVIGATOR DR., SUITE 400 1 F
o COMMON LOTS — LANDSCAPE 9 SHEET NO. SHEET TITLE MERIDIAN, IDAHO 83642 COVER SHEET 0
COMMON LOTS — ALLEYS (LOT 74, BLOCK 1) 1 COMMON LOT (LANDSCAPE) PP1.0 COVER SHEET PHONE: (208) 378-4000 16860 z COMMON LOTS — PRIVATE STREET (LOT 75, BLOCK 1) 1 CONTACT: JON WARDLE
FUTURE R-15 LOT (LOT 76, BLOCK 1) 1 PP1.1 EXISTING CONDITIONS EMAIL: jwardle®brightoncorp.com REVISIONS J, 9/11/2q o
TOTAL LOTS 76
3 NO. ITEM DATE �� ENGINEERING
C� OF 5725 NORTH DISCOVERY WAY
PP2.0 PLAT LAYOUT PLAN F � v
MINIMUM PROPERTY SIZE 2,883 SQ. FT. PP3.0 PRELIMINARY ENGINEERING PLAN ENGINEER/SURVEYOR <�N DNS BOISE, IDAHO83713
w AVERAGE PROPERTY SIZE 3,173 SQ. FT. 1 SEWER COMMENTS 9/11/24 C.• K PHONE(208)639-6939 Q
w SURVEY CONTROL NOTES PP3.1 PRELIMINARY SEWER PROFILE KM ENGINEERING kmengllp.com z
DENSITY 5725 NORTH DISCOVERY WAY _
E BOISE, IDAHO 83713 DATE: SEPTEMBER 2024
GROSS DENSITY 7.802 UNITS ACRE 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER
o / PHONE: (208) 639-6939 Digitally signed by
NET DENSITY 13.730 UNITS/ACRE COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN CONTACT: LACHLIN KINSELLA, P.E. Lachlin Kinsella, P.E. PROJECT: 24-142
> (NAVD88) DATUM. EMAIL: Ikinsella@kmengllp.com SHEET NO. J
REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. Date:2024.09.11 L u
11:18:48-06'00' P P 1.
a
cc
�I — — — — — Z �' I® � L
\ II w
II \ — — — — — — — � Q A \
III N II I �
z s \ co
�� 4"PI 4"PI--- 4" 4" 4"
I �
Q _� �=:PJ �"�r-- ate_
II � I � II o I � � � � z —\ IF - - - � I
�fi \ a �1 z —
°e I I / r N I z \ I vi s I APEX NORTHWEST
1 N \ — w \ I o \ \ co I
_ I \ a I \ \ II s \ SUBDIVISION R No. 2 1
°e � �� \ APEX NORTHWEST / \ APEX NORTHWEST s \ —
II 1 SUBDIVISION No. 4 \ I I SUBDIVISION No. 3 \ I \ \
R-15 u \ R-15 V \
4„PI \ ( ) II ( ) \ 1
12"SD — — — 4„PI 1 — I - _
I — —
Q
\ �S rn rn rn rn rn � � \ �- ro
8„W 8»W w O 8"w w „w 8»w c 8., 8„W 8„W 8„
8"W ; 8"W 8" 8"w — "W 8"W TV 8„W 8"W 8» 8»
18"S 18"S 8"S 8 S 8 S 8�� 8"- "c 8" S�18"S 18"S 18"S 18"S "S s 18"S 18" 78"S
i 8'S — q"S 18"S 8"S 8"S s 8"S 8" "S 18"S 18"� / a
\ \ \ E. PHENOMENAL ST. L1
s
® _ _ _ _ _ _
�< �4 PI 4'FT— —477— 4'PI 4 PI 4 PI 4 —4 4 P4_-1 S89'42'21 "E 1 199.50' — — — — — — - - - — —_ — — — — — L2 CO
oP soP ---xoP L — — In" -2736—
I— Y �., roE= —r \`jam L \ 2735_ y z
Wig — —� TZ—
ww ow \� w ww 1 - -
�\ / \ \ z� \ ow 2734\ p �
Q � NfOE�Tor Op Tp� \ ` � � M � � I
12"SD ® pw = Q \\\ �/ Q W p `Q
u / N a a < Ld\2�33 \T :2 \ a Q \ a \
\ _ _ \ � 10
N _ \ \\ o
I - - - - - - - -
\ 0 8"S "S 8"S 8"S
� — — —
\\ -2735—
h \ \� �2 \ \ , I ® I 1
1 '0
IIIU-) I
'0 -
LI
-
\ �,\
1 DWT INVESTMENTS LLC N w = \
E. LAKE HAZEL ROAD a APEX NORTHWEST \
N \ \ S1131438975 X
z \ \\\oo \ w SUBDIVISION No. 1 \
EAGLE 1 LLC (R-15) \ \ N (R-15) \
E. LAKE HAZEL RD. 8" -19.5' CITY OF MERIDIAN \ \ N
S1131347001 UTILITY EASEMENT \ \\ \ \ I � Go
�dv
(RUT) L v — — ° —
vi
1.5' ACHD SIDEWALK
EASEMENT
- - — � - - —
N \ \\\\Q I g S „S 8,S
-T
N 1 —
2, i III
I 3s \ 00
N N \ , w
I � w "o° � 10' ACHD STORMI I
U) J \ `� \ I \ DRAIN EASEMENT
co
r=� � � 1\
r
76T
KINS DRAIN LO ir)RETAIN AND PROTECT F/-)
F0 \ \ ( `33� w z
— — — — — — 1> LC) 6 PI 6 PI w.-^API 6"PI—
\ w
P/ - - - —N� e A ��6"PI 6"PI 6"PI 6"PI "PI 6"PI 6"PI 6"PI 6"PI
0 �6"PI "PI 6"PI
— — — — — — 90 — — „� —6"PJ_ _S�„P .........6„PI 6"PI — 6"PI —\ 6"PI 6"PI 6"P j�/ v�,L3 I� I I^ \I �\ `
- _ •80•- - - - - - - - - - - - - - - - - - - - _ -
- - - - - - - _ - - - _ _ - _ - - _ _ - - - =N89°42'21 "W 1102.85' = = _ — - - - - -� - - - - - - - - - - - - - - - - -® - - - - - - -
2"W 12"W 2"W��12"W 2"W 2"W 2"W 2"W 2" W �12"W "W 9"U/ o",ni 7 — — — — — — — — — — — — — — — —
2 „ Z Z
T — T— —T / T T T T \ 1 �� �—� N� T \ TW 2'W 2"W �i-2"W_ 2"W 2" / 12"W 12°W = 12"W 12"W 12"W 12"W f T— T—gym T T T — T — T — T — T T
/ / — \ — — — —\— — — — — — \ . E. LAKE HAZEL RD. \ — — — — — — —
— — — — — — — — — — — — — — — Nei
IL T_ < < <
T TAT r — — — — �— — — — — — --
\ — — — — \ — — — — — — — — — / / A T T�T� \ _
/ \
pp Fp �1.—EP_ FP FP ���FP �P — �� �P —
M
MILLER \ ` \ \� �- DISCOVERY SPOKANE LLC / G
\ z
/ 840 E. LAKE HAZEL RD. \ \ \\ E. LAKE HAZEL RD. / ��, ,. \ O
S1406120850 \ o \�\ S1406120601 —
o I �I��� (RUT) —\� (RUT)
a
u
N
O
N
c-1
Y 0 60 120 180 z
Plan Scale: 1" = 60' O
g U
0
pc
z
° APEX PHENOMENAL SUBDIVISION �
Z LEGEND TONAL £H
MERIDIAN, IDAHO ��SS ENS
z BOUNDARY LINE D4 WATER VALVE f
w ADJACENT PROPERTY LINE FIRE HYDRANT LINE TABLE EXISTING CONDITIONS
EASEMENT LINE ® WATER METER LINE BEARING DISTANCE 16860 z
w WATER LINE (SIZE AS NOTED) i� IRRIGATION VALVE L1 N00'17'12"E 1.50' REVISIONS s� 9/11/2�F �o Q ENGINEERING '
Z I IRRIGATION MANHOLE
g s SANITARY SEWER LINE (SIZE AS NOTED) O
a �� qTF OF ��P � 5725 NORTH DISCOVERY WAY
L2 S44°42'54"E 13.43' NO. ITEM DATE Cj� BOISE, IDAHO 83713
E so STORM DRAIN LINE (SIZE AS NOTED) O SEWER MANHOLE 1 SEWER COMMENTS 9/11/24 <�N C.• KEN PHONE(208)639-6939 Q
" �I GRAVITY IRRIGATION LINE (SIZE AS NOTED) ®sc" SEWER CLEAN—OUT
L3 S89°43'08"E 10.78' kmengllp.com z
E
N SAND & GREASE TRAP L4 N48'48'31"E 34.69' —
PI rI PRESSURE IRRIGATION LINE (SIZE AS NOTED) DATE: SEPTEMBER 2024
o ® CURB INLET
LS N45°17'16"E 23.34' PROJECT: 24142
EP r EDGE OF PAVEMENT
STORM MANHOLE D
N J
LIGHT POLE SHEET NO. L u
PP1. 1
> II
a > III APEX NORTHWEST
Q
APEX NORTHWEST O APEX NORTHWEST
o SUBDIVISION No. 4 1 1 SUBDIVISION No. 3 T (R-15)
(R-15) (R-15) III
0 50 100 150 1 "' -� -
I I I I I I I I I = I III I I
Plan Scale: 1" = 50' u N
— — — — — — - �- o w L ,I
LIJ
O I} pz w ~
— - = w E. PHENOMENAL ST. o w
U ? Qw cn �
w
o 20.00' "? w
S89°42'21 "E 1 199.50' - - - - - 18.38' 13.00' S89°42'21 "E 1 199.50' L L2
554.72' 93.00' 83.50' 73 1,170 SF 28.00' 34.00' 34.00' 34.00' 30.78' 34.00' 34.00' 34.00' 34.00' 34.00' 34.00' 34.00' 39.00' - -
9 6.50' 10.50'
=z 4.95' o
Q w 0 72 3,394 SF 0 14
w Q � I r, ' N 0 0 0 0 0 0 0 0 o e o o O 1,928 SF
10 w 100.00' O O O o o O o 0 0 0 0
N Q I I O O O O O O O O O O p p O p
Ll 1 O 2 O 3 p 4 O 5 p 6 O 7 O 8 0 9 0 10 O 11
Y J - - O - O - O - O � O - O - O - O - O - O � 12 0 13 0 00
Q I e 71 3,400 SF 0 2,632 SF 3,400 SF 3,400 SF 3,400 SF 3,078 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,900 SF
00
30' CITY OF MERIDIAN I I 100.00' 13.53'
UTILITY EASEMENT I 0 e 7.02'__tS�I
70 3,400 SF O - - -34.00' 34.00'- -34.00' •30.78'- -34.00' -34.00'- 34.00' -34.00' .34.00- 34.00' -34.00'- -39.00-
- - - - -100.001- - - M 43.98' 29.35' 74 29,466 SF 0
- - - - -
15.00' -
N
I 69 1,500 SF - - -15.00 -127 78' - - - -39.00'- -34.00'- 34.00'- -34.00'- -34.00'- 34.00' -34.00'- -39.00'
L - - - ' _ 96.26' - -
- - 0- - - -100.00'- - - -0 az oN 7.03'
0 68 2,900 SF 14.63' 0 o w 13.51'
a z N N Np 24 2,883 SF 9 w w
60' 100.00' �2 100.00' N w o 0 0 0 0 0 0 0 e
,1, Lw e o i w o o O O o 0 0 o p
� Q 0 0 0 0 0 0 0 0 0 0 0
w w a; 67 2,900 SF O o O 22 O 21 0 20 O 19 O 18 O 17 O 16 0 15 0
25 2,900 SF o J
O N 100.00' N rn Qi F 3,900 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,900 SF
N 100.00' N U D
U D O O , >
66 2,900 SF q 0 e
� 26 2,900 SF
N ,� 5 N 100.00' Cj N N
o 35 SF , 100.00' 39.00' 34.00' 34.00' 34.00' 34.00' 34.00' 34.00' 39.00'
a e e
EE � 65 2,900 SF 0) 0 27 2,900 SF o
0 °- N 100.00' cv N N
un l FUTURE RESIDENTIAL 100.00' cv uw
cn (R-15) z 64 2,402 SF 20' Lq X APEX NORTHWEST
Ln 7.94 AC.± O N N 20.00' 100.00' 23 M w SUBDIVISION No. 1
> w - r Q 100.00' 48,287 SF N Q (R-15)
EAGLE 1 LLC } 19.5' CITY OF MERIDIAN 76 I 0 63 2,900 SF o 0 28 2,900 SF o N N
E. LAKE HAZEL ROAD UTILITY EASEMENT O I N N N N
LO
S1131347001 - 345,954 SF 100.00' 100.00'
I � �
(RUT) J m o 0 0 0 0 39.00' 34.00' 34.00' 34.00' 34.00' 34.00' 34.00' 39.00'
Z 10' PRIVATE STORM N N 62 2,900 SF m � 29 2,900 SF 0 z N
`n DRAIN EASEMENT I 100.00' 100.00' Q
0
of
e 0 0 0 wz 0 0 e e 0 e 0 0 e
61 2,900 SF rn 30 2,900 SF O g Ld O O O O O O O 0 o
�1.5' ACHD SIDEWALK i `�' 100.00' `" `" 100.00' `�' wo 0 o 32 0 33 0 34 0 35 0 36 0 37 0 38 0 39 0
EASEMENT o e i4 w 3,900 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,900 SF
I p LO o g
L 60 2,883 SF 31 2,883 SF U
9.98' N 96.26' 14.63' 14.63' 96.26' N 0
13.53'
7.08' \
- - - - - - - - - - -57.50' S9 1,232 SF- - - - - - - -127 78'- - - -39.00' -34.00'- 34.00'- -34.00' -34.00'- 34.00'- -34.00' -39.00'-
25.05' 29.35' 0 - - - - -
15.24' 29.35 7.10'
60.00'- - 29.00' 29.00' 29.00' 29.00' 29.00'- -29.00'- -29.00'- -29.00' 25.00' -29.00'- -29.00'- -29.00'- 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' - -
zz z 10.82'
Ei
Ld w 58 57 56 55 54 53 52 51 49 48 47 46 45 44 43 42 41 1 40
2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF
0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 e e
O O O O O O O 0 O o 0 o O O O o 0 0 0 0
o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O o O O O O O O O O O O O O O O o o
w J U
Ld 10
N
N w N
W - LO J
Q
o 9
o z 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 0 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 1 29.00' 1 29.00'
U) o � o 10' ACHD STORM,
N U w DRAIN EASEMENT
- - - - - N>Oe - - - - - � � 50
4S'0 37,068 SF L3
9 561.72' 229.40' - - 311.74' -
N89°42'21 "W 1 102.85' �7_ N89°42'21 "W 1 102.85'
z
Q7
I 0Q
� w
N z
E. LAKE HAZEL RD. o
o'
I \
MILLER DISCOVERY SPOKANE LLC
840 E. LAKE HAZEL RD. I E. LAKE HAZEL RD. z
S1406120850 I S1406120601 Q
m PRELIMINARY PLAT NOTES (RUT) (RUT)
d
1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES
11-26-3 FOR THE R-15 ZONING DISTRICT.
z 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATION AND WIDTHS TO BE DETERMINED WITH FINAL PLAT.
o
S 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE I
N CITY OF MERIDIAN. ,
0
4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION O
g 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET CITY OF MERIDIAN REQUIREMENTS.
Y 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL
Z OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY
a ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN O
OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS APEX PHENOMENAL SUBDIVISION ANAL
s
�
CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE � £Hc,
IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF'. MERIDIAN IDAHO
O
'g 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD., S. APEX AVE., E. PHENOMENAL ST., AND S. SUBLIMITY AVE. IS PROHIBITED. LINE TABLE PLAT LAYOUT PLAN
LINE BEARING DISTANCE 16860 z
a 7. ALL ALLEYS (LOT 74, BLOCK 1) AND PRIVATE STREETS (LOT 75, BLOCK 1) ARE SUBJECT TO A BLANKET UTILITY REVISIONS 9111/2q o '
EASEMENT FOR THE CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. LOT L1 N00'17'12"E 1.50' E N G I N E E R I N G
3 OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS AND EGRESS OVER SAID LOTS AND SAID �0 qTF OF ��P 5725 NORTH DISCOVERY WAY
PERPETUAL EASEMENT SHALL RUN WITH THE LAND. SAID LOTS ARE PRIVATE STREETS OR ALLEYS AND MAINTENANCE FOR L2 S44'42'54"E 13.43' NO. ITEM DATE � Cj� BOISE, IDAHO83713
z SAID LOTS IS AS PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE L3 S89'43'08"E 10.78' 1 SEWER COMMENTS 9/11/24 N C• KEN PHONE(208)639-6939 Q
w RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE STREETS AND ALLEYS CANNOT BE MODIFIED AND THE kmengllp.com z
F HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. THE L4 N48'48'31"E 34.69'
E PRIVATE STREETS AND ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. DATE: SEPTEMBER 2024
L5 N45'17'16"E 23.34' PROJECT: 24142
8. LOTS 1, 5, 14, 23, 50, 59, 64, 69, 73, 74, AND 75, BLOCK 1 ARE COMMON LOTS AND SHALL BE OWNED AND J
MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
N SHEET NO. W
N
d
f III � I
� � � Q .I I ° LT
� > = s : I 1
N z Q APEX NORTHWEST
_ w APEX NORTHWEST ° O APEX NORTHWEST SUBDIVISION No. 2
' Cl)°' LLi SUBDIVISION No. 4 Q SUBDIVISION No. 3 c (D s (R-15)
5 Q EXISTING SSMH #1 (60-INCH) �
°. . (R-15) RIM:2734.59 ' (R-15) LD � s "
0 50 100 150 1 °� DEPTH:27.0' J -
INV IN:2708.49 8" (S) u vi _
Plan Scale. 1 - 50 vi INV IN.2707.65 18' (E) vi
c 4"PI 4"PI 4"PI 1
z"sD INV OUT:2707.55 18" (W) ® ® ® 2
00
- - -\L
f ® Li - - - _ - - - - - - 4 -4"PI 4"PI „ -6"PI - -6»F
rS. N � °. .� °
8° 8'W 8"W 8"W 8"W W 8"W 8"W 8 W 8" "W 8" 8"W 8"W 8"W 00
W "W 8" "W 8" 8"W 8'W 8"w 8"w 8" 8"W 8"W 3
8"W 8"W 8" 8 8"W 8"w
p -
° 8"S 18 8"S 8"S�18'S 8"S 8"S 8"S 5 8"S 8"S 8"S 18"S 18"S 18"S 18"S 18'S p 8"S 8"S 8"S 8"S 18 18 8"S 8"S 8"S S 8'S 8" 8"S 8"S 8"S 8"S 8"S 8"S S 18"S 18"S 18"
E. PHENOMENAL ST.
L LF 00
• _ 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI <"PI 4"PI 4gPI - 4" - - 4''PI - - 4"PI - - 4"PI - 4„PI - - - - - - - - - - - - - - - - - -- - - -
•iqa - f f r • f _ r. .1
49.4' of 8" PVC 03.99% f 4'PI
SSMH #8 (48-INCH) y a
f. _j Z 5 RIM:2734.67 Y
N 7 � m 1 7 :, DEPTH:1 1.7' a w 5
N w INV IN:2723.06 8" (E) w w
° N SSCO #2 ;'. ? INV OUT:2722.96 8" (W) o Q
N o RIM:2734.19
z"sD ® Q DEPTH:23.7' SSMH #4 (48-INCH) • j'. O O O O 5 O O = O O9 10 11 12 13 �14
INV OUT:2710.46 8" N RIM:2734.31 c�
N
`n 102.5' of 8" PVC 0 3.99% N N I 7 NV IN:2720 55DEPT 8'1 (S) a A
R=28.00' LO N
N SEWER ALIGNMENT"A" I I
INV IN:2720.55 8" (E)
REFER TO SHEET PP3.1 FOR I I INV OUT:2720.44 8" W 74
( ) .
4D
SANITARY SEWER PROFILE - - _ - - - - -
' 70 - - J- - - - - -
N �r
00
. �Ssco #10 _ _ I s•• + .•w s'.w + s"w 'fir s•• + s - -
RIM:2732.24 +00 - - - - - - - - 1+00
N DEPTH:17.1' "S 8 S s"S 8"S s - - - 8"s a's-
S
e I 69 „S s..s - - - -
INV OUT:2715.44 8" (E) - - - 4..P�
SEWER ALIGNMENT"D" 1+ O I 60.5' of 8" PVC 3.99% u
� REFER TO SHEET PP3.1 FOR 8 68 00 24 8 �
N SANITARY SEWER PROFILE O ��I 365.0' of 8" PVC @ 1.43% a
1� SSMH #9 (48-INCH)
R=28.00' W y I/i 1 y RIM:2736.48
39.8' of 8" PVC @ 1.99% I /�I i I DEPTH:8.2'
i I 22 21 20 19 18 17 16 15 INV OUT:2728.27 8" (W)
SSMH #3 (60-INCH) 67 I 25 �A �j II
N RIM:2733.45
N 1.5' ACHD SIDEWALK DEPTH:18.9' 00 SEWER ALIGNMENT'
1 "1. EASEMENT INV IN:2714.65 8" E ga�� REFER R SHEET PP3.1 FOR
° INV IN:2714.65 8" (W) 75 66 0o I 26 W SANITARY SEWER PROFILE -
INV OUT:2714.55 8" (N) O I cn I a
145.2' of 8" PVC ® 3.99%
N 4"PI 4"PI 4"PI 4"PI 4"PI
65
FUTURE RESIDENTIAL B B I 292.5' of 8" PVC ® 0.95% BLOCK 1 j -
(R-15) 64 I 4 Q
APEX NORTHWEST
N 7.94 AC.± A A 23 x
N L g 6 I O SUBDIVISION No. 1
BLOCK 1 < v Q (R-15)
EAGLE 1 LLC
a I
E. LAKE HAZEL ROAD a'w- 76 i a 63 I 28 v_ j N
S1131347001
(RUT) 5 Q J z I I I-III I r.
O 62 I 29 h
Qco i'?i � 1
° m N I z LC
1 I I 30 A �i
U 61 I SEWER ALIGNMENT ICI SSMH #7 (48-INCH)
vi I 32 33 34 35 36 37 38 39 RIM:2735.02
• I N I REFEI SANITARY SEWER PROFILR TO SHEET PP3.1 OER j I INV O T:2'
N I I i INV OUT:2726.80 8" (W)
`� 31 I I
R=28.00' I � R=28.00' 8 - _
° 2 - - - - - - - - 59 - - - a2�- - - - - a2., D - - - - - - - - - - - - - - 1
8"W 8"W + c)" s..w 9+00 s.,w s s" +�c� �"N � I00
1 �SSCO #11 I s s"sl 8"s s..sl ,s s $..s. 8'S-r s's s"S �. - 5 8 s a 8„�
RIM:2733.59 " - - - - - -
DEPTH:9.7' D - - - - - - - - - - -
' N INV OUT:2724.18 8" (E)
189.4' of 8" PVC ® 0.40% 168.0' of 8" PVC ® 1.00%
a 265.3' of 8" PVC @ 0.60%
1 SEWER ALIGNMENT"C" 58 57 56 55 54 53 52 51 49 48 47 46 45 44 43 42 41 40
O O O O O O O O O O O O O° = REFER TO SHEET PP3.1 FOR z
N J SANITARY SEWER PROFILE Y w SSMH #5 (48-INCH) SSMH #6 (48-INCH)
N Q Q w RIM:2732.90 RIM:2733.43 7
w w Q DEPTH:9.6' DEPTH:8.3'
Z o INV IN:2723.42 8" (E) INV IN:2725.20 8" (E)
(if o o > Z INV IN:2723.42 8" (W) INV OUT:2725.10 8» (W)
- - - U, F = w z Q w • s w : INV OUT:2723.32 8" (N)
6"PI Q � Q U w w w w ✓ - w ,� ✓ .. f _
of
Bp \ W _ _ _ _ _ _ _ _ _ _ _ _ �_W
z � ✓ ✓ ✓ ✓ w w w ✓ ✓ ✓ 5 50 �✓ �✓ �✓ w .v �✓ �✓ �✓ �✓ �✓ �✓ �✓ �✓ 6'�� w 1 2 SD
°o n ° -� 6 PI 6 PI 6 PI 6 PI 6"PI 6 PI 6"PI 6"PI 6"PI 6"PI - - - "PI � �/
r b""PI 6"�I 6"PI 6 PI PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI
W W
\ �V v. W \J� W W
-0 - - - - _ vD sq D _ 2� \� ° OvD 007 _ _ _ _ v _ v�L _ _ D_ _ �_ _ � _ v� p _ _ D _ _ _v _ 0_ _ _ _ _® S _ _ gyp _ _ _ v / / 00
KEYNOTES (TYPICAL) ® W W W 12"W 12"W 12"W 12"W 12"W 12"W 12 W 12"W 12"W 12" 1 W ��"W ��",�, ��° ,n�� °� T T T T T Z
T T N T T T- T - T - T _ T _ T _ T T T T T T VAT T-' ��� �-1���T��'W -t2 2 12"W 12"W 12"W 12"W 12"W 12'W ® 12"W 12°W 12"W 12"W 12"W 12"W
1. CONNECT TO EXISTING WATER SYSTEM I E. LAKE HAZEL RD. -
2. STUB WATER MAIN FOR FUTURE EXTENSION
3. CONNECT TO EXISTING SEWER SYSTEM 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - �` - - N �(
T T T T T
4. STUB SEWER MAIN FOR FUTURE EXTENSION
5. CONNECT TO EXISTING PRESSURE IRRIGATION - - - - - - - - - - - - - - - - - - - - - - - - - a - T - T,T T:: _�
SYSTEM - �r - - - - - - - - - - - - -
- - - - - - - - - -
_ _ � T T o
6. PRIVATE STORM DRAIN EASEMENT EP EP ° R ° T T T T °
- - EP - EP P EP - EP EP - EP P -EP -EP- --EP-EP _ 5� - - - - - - - - - - - - - - - - - - -
7. ACHD STORM DRAINAGE EASEMENT -
8. CITY OF MERIDIAN UTILITY EASEMENT
PRELIMINARY ENGINEERING NOTES 20' PL-PL 1' LANDING,
1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE LOOPED THROUGHOUT 2% 2% 10
11 z
m THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS IN E. PHENOMENAL ST. AND S. APEX AVE. O
2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY THE
iL EXISTING SANITARY SEWER MAIN IN E. PHENOMENAL ST. i\// //�//�j/�j/�j/�j�j� //�//�//�//�
0 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE DETERMINED WITH THE FINAL CONCRETE D
PLAT DESIGN PHASE. 3/4"-MINUS CRUSHED AGGREGATE BASE STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED
4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING
DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. REPORT AND ACHD'S REQUIREMENTS.
STREET SECTION A ( PRIVATE ALLEY z
a 5. ALL ALLEYS AND STREET "A" SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION SCALE: NTS Q
Z AND DESIGNED TO ACHD'S STANDARDS. U
Y
6. STORM DRAINAGE FROM THE PRIVATE ALLEYS AND STREET "A" SHALL BE COLLECTED AND ROUTED TO STORM 60' PL-PL
g FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE AND PUBLIC STORM
FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 0 5' 16.5' TBC-CL 16.5' CL-TBC 0•5° APEX P H E N O M E N A L S U B D I V I S I O N O
7.5' 9' 9' 7.5' �pNAL £
Z 7 PRESSURESIRREGATRONAIMPROVEMENTSTION SYSTEM ORTHEEPROPOSED PROJECT SPRESSUREHALL NRRIGAECT �ION SYSTEM S THE APEX OHOWNESTPREBMIINARY ISION 5' SIDEWALK 8' PLANTER PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC 8' PLANTER 5' SIDEWALK ��SS ENSFHG'L
3O MAX. MERIDIAN, IDAHO '
w SLOPE TO O
AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. EXISTING
E PRELIMINARY ENGINEERING PLAN z
8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN 2% 2% 16860
CONSTRUCTION NOTES: DRAINAGE, SEWER, WATER, AND PRESSURE IRRIGATION. �- -� REVISIONS s 9/11/2�F o If I I
Z 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED DURING THE FINAL \�\\� \�\\�\\�\\�\/ < \\�\\�\\�\\�\\� \� \� ��\/�\ �q�F \�P� v ENGINEERING
// / // // // // / C��, OF 5725 NORTH DISCOVERY WAY
BOISE, IDAHO 3713
g PLAT DESIGN PHASE. % � /\/\ \ \ \ \ \ \ \ \ \/\ / N O. ITEM DATE �/
w 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE EASEMENTS SHALL BE DETERMINED DURING THE FINAL 1' LANDING, \\��\�/�\/ / /�/�\/�\/�\/�\/�\/�\/ /�\/�\/�\/�\ \ �\/�\/�\/�\/�/�/�\//�\//\/\\ 1 SEWER COMMENTS 9/11/24 N C• KEN PHONE(208)639 6939 Q
N/I
PLAT DESIGN PHASE. TYP. /�\/�\/�\/�\/�\/�\/�� ��//�/��/��/�\ ,\/�\/�\/�\/�\/��//` kmengllp.com z
E ASPHALT PAVEMENT
1 1. THE STREETS AND ALLEYS SHALL BE CONSTRUCTED PER THE STREET SECTIONS SHOWN ON THIS PLAN. THE 6" VERTICAL CURB COMPACTED SUBGRADE DATE: SEPTEMBER 2024
PAVEMENT SECTION THICKNESS SHALL BE DETERMINED DURING FINAL DESIGN. AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE PROJECT: 24-142
STREET SECTION B ( PRIVATE) 6.. MINUS PIT-RUN SUBBASE
12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING FINAL DESIGN. SHEET NO. Lu
4 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE DETERMINED DURING THE FINAL DESIGN PHASE. SCALE: NTS PP3.0
a
2745 2745
U
Z
(00 �j.Wi� 00 i. 00
O 00 ^ O
p co —_ O a0 O
L� 00
00 L� Z O �� ^ 0 LLJ^ U W
2740 �0 0) 0 o 0 v " z� 00 o v� �o ao z 0 0 2740
cD r O _ " 00 _
N po o ao ,t°'i- � z_u- ao ao Co ,`� ,` o z_o 00 00 z u- co
CO(0
C'i
L� O SON N
C O N O O N N H O M 0 0 04 I O N N n 00 00 0 0 � N I-N� N N
M D O (o (D M N N N 00 �j +M 00
±N � ZZ O±N � O uJ0� 0 � � �0)p�) � NN ? �(D NN I- (D r- rl— N =�N O
XH� W > > > C/) W > r7�Kj00 � � N 2 +NSZZ O �0)CNj (Dr, r N (nin0R (N �Q�_ d >
LJ(n QE O Z Z Z_ U)U)F 0 Z (n M � NN F- 00 to ? =OO N H Z O V) O Z
S N N Z Z 0 U W z z z FINISHED GROUND =�N 2 z z 0 0 2735
N�� W > > > �Q� 0_ > > > mmFt O Z Z
Cr)(n 0_ O Z Z Z V) O Z Z Z
— — — — — — — — — — — — — — — — - — — — — — —
2730 EXISTING GROUND 2730
of 8" PVC @ 0.60%
265.3'
2725 1.00%
168.0' of 8" Pvc @ 2725
292.5'
of 8" PVC @ 0.95%
2720 2720
1 8 P
2715 2715
2710 102.5' of 8" PVC ® 3.99% 2710
49.4' of 8" PVC ® 3.99% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT
2705 FFINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2705
O O (o O O 00 r, O N N O 00 0) p p 0) 0) 0)
cD _ I� (D O M O 00 (D I� O N cD 00 O O
00 � O N M O 00 (D It N O M (D K) (0 0) N 0 00
n N N f+) N M M M � N M N M N M N M N N N M K) M K) r7 K)ro Ki M 'i
r) M to M M M M M to to toto rM M M M M M
N N N NNN N Cq 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
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
SEWER ALIGNMENT A
0 50 100 150 0 5 10 15
Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5'
Ld
2750 2750 2750 2750 2740 0 = W
p 2740
O Co U
L� Z 00 00
UCo
WO I of O 0 0 (n
(D (D
LO O
O,t" [�� tO) r
OON - N M0)Ki 00 I, r, N
O(V r� 10 in N N �
2745 2745 2745 2745 2735 0 o N = o m±`„ a Z Z 0
Q� > > , 2735
c�nw > -LOLOFtoZZ Z
cnv)F2o ?
00 z FINISHED GROUND
3 O w Up 00 O ^ v in`. O "_ Z� �o Co
p --- S p " 00 0 O 00 ^ Z 00 00 N
2740 " 00 Z a0 (° °° 2740 2740 0 v 00 O 2740 2730 2730
ZW 0000 1 0 (0 O 0)0(6NN O SOD �� M N
O ,��, o �,�,�" � N +M °� 00 O cD N N N EXISTING GROUND
00 C14 't �_ C14 N 2 + MZ) 00
W �00 ro H
,4-04 - r, N �(DM � N H N�� W > O 2NN � Z Z 0
o V) N N +� = Z FINISHED GROUND N N o o Z O 6) N .. ..
+� O 2�(V � - O O(n- r- N�� W > > >
2ZZ O � •• 0_ �� � IN cnmywZZ Z
2735 2735 O±N =o FINISHED GROUND 2735 2725 2725
Q > >
L7 H W » > N N O_ 0 Z Z
2735 u)u)o- oZZ Z _ — _ - - - - - - - - OQ .. �
— — — - — — — — — — — — — — — — — — >
U)
W o Z
EXISTING GROUND
2730 2730 2730 EXISTING GROUND 2730 2720 2720
1.43% 39.8' of 8" PVC @ 1.99%
365.0' of 8" PVC
2725 2725 2725
2725 2715 2715
189.4' of 8" PVC ® 0.40%
EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT
FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT
2720 2720 2720 2720 2710 2710
60.5' of 8" PVC @ 3.99%
N N
N N
EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT r, z
M EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N N O
a 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2715 2715 2715
N
M
a
_ 0+50 1+00 1+50 2+00 U
a N N M L0 (D �
r- CA
p n (D O O 0) O0 6 N M 0) L N N O
M M M � N N ffj N
a
NN NN NN NN NN NN NN NN NN N NN NN NN SEWER ALIGNMENT D
N
O
0 50 100 150 0 5 10 15 z
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+50 1+00 1+50 2+00 2+50 3+00
Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O
Y U
SEWER ALIGNMENT B SEWER ALIGNMENT C
0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 APEX PHENOMENAL SUBDIVISION �pNAL £H O
ZProfile Horizontal Scale: 1" = SO' Profile Vertical Scale: 1" = 5' Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' MERIDIAN, I DAH O �c``SS ENSF ��ti
PRELIMINARY SEWER PROFILE
16860 z
REVISIONS r s� 9/11/2q �o '
E N G I N E E R I N G
3 NO. ITEM DATE OF ��P �v 5725 NORTH DISCOVERY WAY
C Y, BOISE, IDAHO 83713
1 SEWER COMMENTS 9/11/24 PHONE(208)639-6939
kmengllp.com z
z DATE: SEPTEMBER 2024
0
NOTE: PROJECT: 24-142
SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND J
ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE SHEET NO. LJJ
DETERMINED WITH FINAL DESIGN.
PP3. 1 �