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z I C4.0 CUP UTILITY PROFILE OVERALL HENDERSON,NV 89052
Z 1. BUILDING SETBACK AND DIMENSION STANDARDS SHALL BE IN COMPLIANCE ' C4.1 CUP UTILIY PROFILES SEWER 8�WATER DISTRICT o
O WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. C4.2 CUP UTILITY PROFILES DEVELOPER CITY OF MERIDIAN
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-- 13 S1215438455 JOHNSON TUCKER 372 S EAGLE RD#328 EAGLE, ID 83616 ESTATE RESIDENTIAL(R1)
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= f f f 447' I w W Q O
I f I C3A — — — C2fi 1743.94' 122.31' 4'01'06" N82°24'17"E 122.28' O g }
LL Q
O m C29 230.00 361.28 90'00 00" N44°14'39"W 325.27' w ��., z � o w
U �
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BUFFER , U)
U M + — C34 980.00' 86.07' 5°01'56" N79°50'01"E 86.05' 6i ❑
m + I I ,�, z o m
_ , 0 pp
o � f�
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w I 16'LANDSCAPE
I BUFFER ' NOTES
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Lu
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r M
173' I J O
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Q ATTENTION:
w INTERSTATE 84 _ _ "' 0 1/2 1
} w — N86'48'58"W 675.49'
z — —
W z —❑ — S88°47'49"W 312.10'
IF THIS BAR DOES NOT MEASURE
w 1"ON 22x34 SHEET or 112" ON
11x17 SHEET,THEN DRAWING IS
NOT TO SCALE
DATE: November 17,2021
n
PROJECT: 190580
M Q SHEET:
ClAj
00
w
0
.:a
ci
W
H
m SSjOtiAL
O W
aPROPOSED , z C�}}
TRASH U 56
COMPACTOR- R RIM=±25515 2'_ pl CONNECTION POINT .p 11/17/21
~ INV=±2543.6'- - - �IR- - - - - iR - _ EXISTING MH [� fl 4D ® 1fiD 24D
U / - - - INV:2537,31 - - vp OF
26' S 8„S RIM=±2557-9' C- yNt''. CA pE
5 INV=±z540.1'
U) RIM=±2558.0' RIM=±2558.1' RIM=±2557.2' ❑
Lu
4fi' 46' INV=±2542.3' INV=±2541.0' INV=±2537.7' 'p
WiL 3 STORM 97- V J N x ¢ Q W ❑ W
W 7 46' (WET POND) ' x N Lu z Z 0 a Lu a
Z C2.3 4 r2, I w z ❑ z ❑
Z 28 4 s I ONL ❑
W r 0 w U x U = U c- U
O 36' m ❑ ❑ U Q
3
OT
30'
� RIM=+2558.9' 4 4 w
INV=±2544.4' RIM=±2557.7' 0 L
0 v INV=±2538.2'
Z I 26' R IM=±2558,0'
O INV=±2541.3' - RIM=±2559.4' G g Q
STORMTECH - - - INV=±2539.9' i 46, I I
� r� - g"� 8" 2'S SD 1Z RIM=±2557.5' I 0
RIM=+2558.8' INV=±2538.5' \\\ 7
7 INV=+2542.1` 26' 27' 24' RIM=±2559.0` 29, RIM=±2557.7' Z
W G 7 3 INV=±2539.4' INV=±2538.7' cv \
0- I
Z 3 � 3 2 STORM
I COVERED f FOREBAY
W
Lu PARKING 1 C2.3 J
Uz
G 36'66 12"W 12" W T 2"w 12"w 1z OZ
L) �C CORAL REEF WAY 50' I SEE SHEET C2.1 SEE SHEET C2.2 I W
Lu I {.
w
w
3 INTERSTATE 84
0
_ RIM=±2560.6'� 4 �
H
10-CAR GARAGE 1 -INV=±2543.7' RIM=±2560.6'
co 26` ti
� I u SD INV=±2544-6'
Z G l 5D 26' 30'
uj ILlI
12' COVERED C "� 3 I SITE KEY o
O I I PARKING 3 10) _74fi'
U w 26' 10-CAR 4 3
I I GARAGE f� \ RIM=±25sa-z, LEGEND N w o
RIM ±2560.1' INV=±2542.7 (n - - - - Z U r
I RIM=±2560.9' PROPOSED BOUNDARY LINE Z rri r
O I I ❑ 12' INV=±2543.9' W W ,INV=±2543-2' Z W I w U
F I �' I 12"S zs'- MAHONIA LANE 53,- 12" m R1w ROAD RIGHT-OF-WAY W 06 � m W
Lu m - - - SECTION LINE f` � Q w d Z
I I 26' C IIdV=±2541.5 I W PROPOSED WATER LINE - O 0 0
� - , G RIM=±2560-4' 30, 0 w w ~ z
INV=±254422' rn
Q / !'1 5 Z SEW PROPOSED SANITARY SEWER LINE Z ? 0 Q Q
V.�c! I
{
a COVERED G7,n SD PROPOSED STORM DRAIN LINE W u Q p Q
PARKING O w W Q 0 +
= z + 44' 26 C2 3 pl PROPOSED PRESSURE IRRIGATION LINE w m a- o 0 z
OI 5 I IR PROPOSED GRAVITY IRRIGATION LINE ,, Z Q _
26' STORMTECH I 15' LU r� 0 ❑w
Z (V Z cv O of
Z �
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RO '� RIM=±2560.2' 1 1 Z co w
I / 46' o PROPOSED STORM DRAIN MANHOLE J U)
~ I I L INV=±254;2' 8" 15' , ui ❑
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U COVERED = I RIM=±2560.3' / 28' r '
PARKING II0 I 1 COVERED r r L u Z
LL I lILLj I PARKING INV=±2545.3' i I C 18 O a
uz
0 I I0 I I 30' 26` RIM=±2560.6' M q 3
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NOTES
O I I ® , EXISTING 75'
LL LLI J i G i I `` `s�0 ` 4 GAS EASEMENT W 15` N RIM=±2561.9'
I INV=±2546.1' N 1. SHOWN SEWER INVERTS AND RIMS ARE APPROXIMATE
I- RIM=+2562-0
® 4 I � \ �?a�, � AND ARE SUBJECT TO CHANGE DURING FINAL DESIGN
Lu 26 > fi0 Z INV=±2544.3' 3
z I U) I I `\ �� rn 5
H LOU
_ cz 3 C
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R W
O E¢ I0 b 141 O TOTAL NUMBER OF UNITS 552 UNITS
In. I I 26'43'
aW TOTAL PARKING REQUIRED 1,049 STALLS
m� C�T
w > I RIM=±2562.7' coZ TOTAL COVERED PARKING PROVIDED 195 STALLS O Q
Q 10 I 0 RIM=±2561.8' I I INV=±2546.5' 0 2� 15 15' I L,L J
® INV=±2547.V 5 26, TOTAL NON-COVERED PARKING PROVIDED 389 STALLS
C7j I 4 TOTAL GARAGES PROVIDED 470 GARAGES
N N
W G f RIM=±2563.0' 3 TOTAL PARKING PROVIDED 1,054 STALLS J
Z I I L� 4 5 INV=±2545-4' ^ > Q
(' + w 10-CAR - LL
Z f ry G 26 GARAGE 5 Q r1
o I I RIM=±2562.6' RIM=±2562.7' I LU J
I- J INV=±2549.4' i NV=±2548-5' INV=±2547.1' 26, RIM=±2563.3' H
L� av W - 4 INV=+25476' BUILDING SIZES z
O 8"S -66' 8"S -26' _ _ _ _ _ _ _
- - - - - - - 46' I STORMTECH 4'fi, -+ BUILDING TYPE BUILDING SIZE(SF) NUMBER OF BUILDINGS UNITS PER BUILDING
STORMTECH N RIM=±2564.0' �= -
11 1- - - - - - w ' - - INV=±2547.6' PROPOSED r e I G 22,059 9 16
W COVERED I TRASH J J
0 3 10,008 18 6 PARKING I I r- COMPACTOR 21' uJ
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IL G G
66' PARKING 4 11,719 11 8 ^�
G G, 5 14,362 12 8 I..L
= I� I PROPOSED G iv
H' PROPOSED PROPOSED L 11PROPOSED PUMP 6 8,742 5 4
Cn IRRIGATION IRRIGATION PIPING OF STATION
F- BOX IR PI P BOX 4 COVERED MARVIN LATERAL PI PI PI 7 5,634 4 4
Z 35'IRRIGATION
C2.3 PARKING PROPOSED
ULI
IR "' IRRIGATION
EASEMENT 25'LANDSCAPE I C
STRUCTURES
BUFFED
o 12"W RIM-
±2565.1'
A 12 W 12„W INV=±2548.5'
C/) - - - - _ 12"W 1 'W 12'w
Z PROPOSED - - - - VANGUARD WAY- - - - - 37P 12"W 12'
IRRIGATION PROPOSED - - - - - 52' -37'-
i = STRUCTURE I IRRIGATION
I STRUCTURE C R
w
N UJ IR IR R iRr IR
PROPOSED _ _ _
a W - - PROPOSED C' !R ATTENTION:
} W IRRIGATION F STORM PROPOSED PROPOSED
- - - - - - - - - STORM IRRIGATION 15,
z Z STRUCTURE I - - - - - - - - IRRIGATION
IRRIGATION 0
STRUCTURE STRUCTURES STRUCTURES
F -I IF THIS BAR DOES NOT MEASURE
W I I 1"ON 22x34 SHEET or 112" ON
I I 11x17 SHEET,THEN DRAWING IS
N I I NOT TO SCALE
0 u
I STORM! 25 DATE: November 17,2021
PROJECT: 190580
M1 Q SEE SHEET C2.1 SHEET:
C2 .0j
00
w
0
.:a
ci
W
H
00 SSjOtiAL ANC
SEE SHEET C2.0
Z
8 58
— I " PUMP---- cv 11/17/21
PROPOSED PROPOSED. L PROPOSED
11
STATION 0 40 80 160 240 9T P
U IRRIGATION IRRIGATION PIPING OF v OF
!R PI P gQ}( COVERED MARVIN LATERAL
BOX C2.3 PARKING PI PROPOSED PI PI �yNG. CApE
Cn 35'IRRIGATION IR iRIII
EASEMENT ;41 i IRRIGATION
25'LANDSCAPE
- BUFFER STRUCTURES O,
12"W RIM=±2565.1' r�� w
Of 12"W INV=±2548.5' V J NA LL LL
W 12"W 12"W 1 ,W ❑
Lu LL
z IRRLu
IGATION AOTSON PROPOSED - -ED 7-4- - VANGUARD WAY- - — - —37 _ - 12 W - - - 12 W - 52'. -37'- Z Lu L ry Z 0 Z 0 L ¢ >
ZSTRUCTURE I IRRIGATION 0 ¢ w a
W STRUCTURE C0 w ca U =
❑ ❑ U
0 I IR IR R IR IR
~ PROPOSED I IR w
LL IRRIGATION r — STORM — — — — — — — PROPOSED PROPOSED
- - - - - - _ - - STORM IRRIGATION PROPOSED 15' o
STRUCTURE 1 - - - - - - - - -. IRRIGATIONILL
z STRUCTURE STRUCTURES IRRIGATION
O a STRUCTURES - - i U) U r I SEE SHEET C2.0 I
� I I I 0
I
Z
w I E1 E2 I — I I STORM 1 25' i
z F1 1 I — —.-,_
W
I I C�LI EXISTING 75'
g 1 - - _ _ Z I GAS EASEMENT 1 < Z
- - - - _ 7
U I 1�i - - - - - - - - -STORM ` - - - - - - — 1 I I J I I z o m I I I SEE SHEET C2.2
I I — LLu cn
w I� I 25' J 0, o
can 1 1 z I ' I I LL]
0 E3 E4 1 I I F7 I�
O I r 1 I I I
I PROPOSED I I PROPOSED INTERSTATE g¢
I IRRIGATION I IRRIGATION
H I + w I STRUCTURE I I C STRUCTURE
W - - - - - - - - - - - --- - - - RIM=f2566.6' m 1 F I I \ ,�,
I STORM I INV=t2550.3' I + 1 \ ` �E 25' SITE KEY0 M
- - - - - - - � I I I s�
co
co I I01
F6 LEGEND Inz o r
OPROPOSED BOUNDARY LINE W w U
I C2.3 I I R/W ROAD RIGHT-OF-WAY W ,8 K w
� C7 m w
W I I 1 I I - - - SECTION LINE Z O w : Y
I + W PROPOSED WATER LINE W
> w
� I E5 �I I I F8 I s c � � o � ° J °
U) f F3 j C2.3 SEW PROPOSED SANITARY SEWER LINE � O O
c/) 1 I I I I W SD PROPOSED STORM DRAIN LINE w 0 - w
I I I I F5 M PI PROPOSED PRESSURE IRRIGATION LINE O z o
LL
I W < o 0
1 I Cn IR PROPOSED GRAVITY IRRIGATION LINE U cq Q `D r ❑
1 I n i = W CND] Z � O W
z I I RIM=±2566.1' PROPOSED M 0 PROPOSED SANITARY SEWER MANHOLE (D U
Q I I INV=±2554.8' IRRIGATION ill Z N w
H - - - - - - - - I 1 LJ STRUCTURE -I
U I I - - - _ o PROPOSED STORM DRAIN MANHOLE , �
J w O
LL I I STORM I 1 -I F4 ,LI P1 ` r o PROPOSED SAND AND GREASE TRAP O O m
� a I - � - � - - - - - - - - - - - - f � PROPOSED vP�❑�� V�. � 1 2�gn` �� J EXISTING MAJOR CONTOUR U
1 U IRRIGATION J�NG V'C 25
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L LLI L I INV=±2553.6' D1
3: ��
N dm NOTES
W
z `J�J 1. SHOWN SEWER INVERTS ARE APPROXIMATE AND ARE
SEW `�� SUBJECT TO CHANGE DURING FINAL DESIGN
U RIM±2568.4' ��INV=
M=±2568.0' RIM=±2566.8' , ,� RIM=±2568-1' - - - - - - _ _ _ _ _ 2, REFERENCE LANDSCAPE PLANS FOR PARKING
±2552.3' INV=±2552.9' INV=±2555.5'
INV=±2552.1' STORM 1 COUNTS AND BREAKDOWN
- - - - -
0 I I PROPOSED I - - - - - J
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W I I STRUCTUIRRIGATRE
E v
z E6 I 25 BUILDING SIZES O
Q
LL
27 � 27
- � BUILDING TYPE BUILDING SIZE(SF) 7 Lu
- E1 22,000 J \\
z
W I I � _ — _ - - - /
I I E2 22,000
W I I 15, 15, E3 27,500
Lu - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - + 1 E4 27,500 ;,i I' J
STORM �1 W
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W1 - - - - - - - - - 25' - - - - RIM=±2573-0'
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0 I - � - - - F2 15,000 J
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IL F3 15,000 z
L.L L
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2 PROPOSED 25'
H- IRRIGATION � F5 10,000
C(]
_�� �__ fR BOX
H-
F6 10,000
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LLI IRRIGATION 1R D1 3p,pOD
I BOX X PROPOSED
o D3 100,000
PIPING OF
A I MARVIN LATERAL H1 241,180
If11TERSTATE x�-x I
84 CONNECT TO
a = MARVIN LATERAL BOX x�X
a ~ DEMO WEIR BOX X
W ATTENTION:
} W 0 112 1
Z -
OES NOT MEASURE
W 1"ON2 IF THIS23 DSHEET or 112" ON
11x17 SHEET,THEN DRAWING IS
NOT TO SCALE
3 DATE: November 17,2021
PROJECT: 190580
M Q SHEET: r^'
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00
w
0
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ci
W
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S�p�IAL £N
j�GIST
O
a LEGEND Z
— — — — PROPOSED BOUNDARY LINE 0 8 56
v - - ��11117121 �
�m❑ R/W ROAD RIGHT-OF-WAY 0 40 80 160 240 � v 94OF
NLC2.3 / 1[t, m SECTION LINE �yN(,' CAR?E �
U) ` ~RIM=±2565.6'
r�INV=±2551.1' 12"W5 W PROPOSED WATER LINE
RI 12"W SEW
SEW PROPOSED SANITARY SEWER LINE
w 12"�'VANGUARD WAY 12"W 1 'w SEW (n N x w LLJ
W SEW5EW — — — — _ m SD PROPOSED STORM DRAIN LINE 7 O O W w
Z ±2566.2' M L Y a- Q+ 25'LANDSCAPE RIM=±2567.0' PI PROPOSED PRESSURE IRRIGATION LINE ? U ¢ � ¢
:�RIM=
INV=_2555.8' R!W m w cj 6 = � a �Z - BUFFER INV=±2552.7'
TM
W tR IR IR PROPOSED GRAVITY IRRIGATION LINE U ¢
PROPOSED
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H IRRIGATION
STRUCTURE
LL G1 STRUCTURE o PROPOSED STORM DRAIN MANHOLE Q ¢
O Al 63' LL
OZ — _ ® PROPOSED SAND AND GREASE TRAP I SEE SHEET C2.0 I
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Lu
2 44' I i 2582 EXISTING MINOR CONTOUR 1 Lz
- _ - - - 1
1 3fi'
LLI
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H1 - - - - -U _ T - - - �
1 — — — —sraRM— — — ` i I BUILDING SIZES I Z z Z
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�_ T f44' I I SEE SHEET C2.1 - U
L) _ H1 241,180 I — � w
W Lu 27 25' [L G1 24,000 J
=77
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INV=±2554.6' G2 12,200
C ^
G3 21,000 L.L
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- — — —1 25' Al 18,000 INTERSTATE 84
28.69' - - - --- - - - - - - J —
> T — — —� ` — — A2 14,400
U) = I STORM I
A3 21,600
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25.89' — A4 6,500 SITE KEY °
p G3 A3 z
L) — - - - - - - - - - - - - -
_ _ I 61 co
STORM
cn — - - - - - - - - - - -- - - - - — I B2 S,00D NOTES � (If o
Z U r
24.76' �' d B3 20,000 1. SHOWN SEWER INVERTS ARE APPROXIMATE AND ARE zQ F-
z C1 80,000 W oz5 K m w
O A4
SUBJECT TO CHANGE DURING FINAL DES€GN a w U
W 2, REFERENCE LANDSCAPE PLANS FOR PARKING J � Q z z
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r W — 0 112 1
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OES NOT MEASURE
w Z
W IF1"ON THIS223 DSHEET or 112" ON
11x17 SHEET,THEN DRAWING IS
NOT TO SCALE
3 DATE: November 17,2021
PROJECT: 190580
M SHEET:
C2 .2j
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w
0
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8 56
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20'LANDSCAPE BUFFER 50' 20'LANDSCAPE BUFFER
w
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W x ry Lu z
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