HomeMy WebLinkAboutC1.0_Conceptual Grading and Utility Plan I
_ _ _ _ _ _ - - - - - - - - - - - - Nasland
7109 W Main Street,Ste.660 T(208)918-4859
I m
Boise,I 83702 nasland.co
Civil Engineering Consulting Land Planning
I
PROPOSED FUTURE COLLECTOR STREET
I •
� - EVstudio
Denver, O
I X
BERTHELSON LARENE I _ . - -- ---,_-_--_--_- Evergreen, CO
PROPOSE I o - E VIEW CIR , R7555000060 - --- __ Meridian, ID
BLOW-OFF
- -=---x --s-o - R1 _ Austin, TX
2658.59EG - Y FLOODWAY -- - -
2658.70TC 21 00 E 644.42 - _REGULATOR- _ Main Office: 303.670.7242
- - -
2658.20FL - - - - - - _ --
-40' WIDE FIVEMILa •EI CREEK
REEK EASEMENT------- I 0 ` ------ P • ° •
_
- inspe ctions evstu dio.com
Ei,
-- � 2660.84TC-A -2660.06TC design@evstudio.com� H2660.42FL 2 42659.37TC 2659.92FS HP- 2659.24rL 2659.56FL www.evstudio.com_ 2658.8 .9% 0.5 .
0•5%
�, I PROPOSED INIFILTIRATIION SWAI LEIT 1I a
\
Contact:
1 0 • 0.5% I
- -- - - -- - - - - - - - - - - - - - - - � - - - - PROPOSED SEEPAGE BED �
h
„� - - - - - - - - - - - -�� I
- - -- - - - -- - -- - - - -- - \ 1 10 \
2658.29TC ❑ 2658.90TC�// N I --- - -- - - - - - - � - - - - - i - - - - -N - - - - - -2660.91FS- - - -- - -- - - -- - - - - - -W W_ - -- - __,,\\ �o \ / > ❑
LP 2657.791E 2658.401E=LP --. - - -L- - - - - - - - - - - - - -- - - -I t - - - - - - - - � - - - - _ - =�- - y� -� - 2659.75TCLP
I � --I - -- - -- - - -- - -- - �� � _ -�--r-T-,--r- -- - - - - - - -- --�- T � � Imo_ 2659.251E
� 1 r � r � � ! 2661I30TC 4 PROPOSED WATER 2661.43TC \ � � �
40g 2661.10TC 2660.59FS 2660.87TC. \ 2660.801E MAIN (TYP) 2660.931E ��j \
2660.5FL 2660.371E \ I / VAT) - - I 1
2658.61 EG • ° a s • a < , 411110
W 1
' • ° . °
I � a Q -
0 ! - • 3 -- I ° 2661.69TC ��2661.32FL
661.82TC� PROPOSED SEEPAGE BED
N II I I I • �+ I I I I 2661.19FL
2661.38 C N I 1 2661.37TC II 2660.88FL I I I I I
!Lon �� ! .--�� J i i 2660.871E • 0 I I a
I 0 -I I PROPOSED SEEPAGE BED I i ! PROPOSED
Q PROPOSED 2661.30TC I 2660.85TC I ! ! I I
1 i i - HP 2660.80FL ! 2660.35FL BUILDING 8
C0 � d- , , BUILDING ,_ I I i DEVELOPER
� II// I 1.0% I 1 2662.00FF II3 I I �L_ i WADE THOMAS
J 2658.69EG� 2658.80TC,HP_ , I� I/ 2661.50FF I ' 3I I
♦� 2658.30FL il Iti j
2660.32TC I
TNT ENTERPRISES, LLC2 2659.821E 2661.75TC
1109 W MAIN STREET, SUITE 700
V I 1' 1i i I • 1I III _ „ i! i'1 I ,
II ° -
!'
I III I BOISE, IDAHO
8 3 7 021 2661.251E
x (208) 901-2558Z a I x _ J PROPOSED WATER1 15
.266106TC J
MAIN (TYP)to !0 0 2660.56FL 2661.30TC _x ° 3 12"W 67.29' x x x 2660.801E i I I I i AMANDA BIDWELL8%! z
0 EV STUDIOS ARCHITECT
PROPOSED!C MAIN (TYP) 0
W 725 E. STREET
PROPOSED WATER J �2658.63EG
1 I I I MERIDIAN, IDAHO 83642
L
L� -J I I I I MAIN (TYP) O W I CD
(208) 884-2824 N
1 I I I I 1 1 I I ►� (0
LP 265 3.45T1 C to II,°..•°I cnl itn°_ Ji1 1I IIII a jI!i jI'I !I I1I 3I!II I1i • IIIi HP '� I/III 2I 660.86TC
2657.951E PROPOSED SEEPAGE BED 2660.36FL-
I U) LO
a I W
Cn
1��I z
0
ZONE AE Cn, CIVIL ENGINEER 0co
2661.65TC O I I • a _ __
z OzQ
J
2661.151E MICHAEL NASLAND, PE J
II NASLAND ENGINEERING
2660. I D
2659.96TC 2660.301E� 910 W MAIN STREET, STE 314
2659.461E 2661.38TC J =
O-
BOISE, IDAHO 83702 J z
2658.80TC C _I 1 1 Soy W�i660.88FL I I 2661.41 TC 2661.25TC d 2.9%I i I 2659.98TCLP a 3 I ! I z J N
1-'� I W - O (208) 593-4676 Q
2658.301E q 1 ' I 1 2660.751E i I 2659.48FL
2660.911E 3 I // �- - - - - - io- - - - 1.5% J z
I I I I I I 2658.69EG I ° < ° ° ° ° Q I PROPOSED SEWER �� I U - 0
01 - - - ..
ILd l j / / / MANHOLE (TYP) O J
I.5% 2660.63FS d / ' h ~ / 2661.40TC ` LAND SURVEYOR J
HP 0.7% , I 11�I! / \ I 2660.901E I D I JOHN GLETNE, PLS Ill
2658.92EG \ !_ I I -� i - - -I / I URWIN BETHANY G o ° I I! ' / , \ / \ VALLEY LAND SURVEYING, PLLC CO O
CONNECT TO w PROPOSED SEWER MAIN AOil PROPOSED SEWER I / ❑ I oN ° I I�--j I D I 5099 S VALLEY STREET,
EX WATER MAIN _!_ -- -cv -MANHOLE (TYP) -- - - - -I- - - - - -I° i I R7555000022 I II I I/ I I I LL
� - - - - -- - s - - s - - -- -- - -s BOISE, IDAHO 83709
CONNECT TO EX i �� _ _ _ - _ _' - � _ ❑ I I
R1 _ ' 3 ' AG23012
i V w � I
fk I I I , I I � I I
1 SEWER MANHOLE fLO
f'>'/ - - - - - - _ - - - - - -L y- - --N � I II I I/ I I 1 � 1 1 � (208) 261-2226
2661.15TC HP
W61.
2660.65 �V 2 2661.91 TC
Lo
LJ_
. I i 2 °d. II IO J�VO Q'
__ ° I o LEGEND
2661.67T PROPOSED SEEPAGE BED PROPERTY LINE
�T Q
265983EG 266117-L 2661.41FL SETBACK --------- O
X TC 2659.94 O
2659.44FL CENTERLINE
��
�\o
do ° I I I x I a PROPOSED � - AC PAVEMENT
PROPOSED SEWER Al
0 !'�
.`
BUILDING I I \ \\ / /�/ / I I I SEWER MAIN S (P
= t = I I 2662.00FF • I \
N } PROPOSED INFILTRATION SWALE 1 / i I WATER MAIN W
m � STORM DRAIN LINE _ = COPYRIGHT 2023
PROPOSED INFILTRATION SWALE
2662.44TC ' I I t I \ . . This document is an instrument of service,and as such
I I I a I � I I I
2661.94FL I SEWER MANHOLE O remains the property of the Architect. Permission for use
- - - - ° - - - I _ I 2661.84TC ° ° / I I \ / X I of this document is limited and can to extended only by
written agreement with EVstudio,LLC.
% - - - - - - -
d
-° - - - $ I` I % / GATE VALVE ® 9
-4 . - = - - = - - tea � _
r 2659.27TC-- - - = �--
BLOW-OFF ASSEMBLY O REVISION:
o LP 2660.70TC 2658.771E - - - -2659.94TC - - - -
- 12660.20FL
I 2659.441E
do a ° - - - - - - - - - - - - - - - - - - �- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - e_ - - - - - - - - - - - - - - x - - - - - - I SAND AND GREASE TRAP
N4 55 02 W PROPOSED INFILTRATION SWALE - - - ° a ° ° •
9° i N89°13'12"W 289.41' - - _ _
a
27.97' NE 9°13'12"W 165.82 -
Project Status
- o DATE: 06/24/2024
1 PROPOSED FUTURE CURB + ® WI W DRAWN BY: Ws
EXISTING CURB AND GUTTER CONNECT TO I CHECKED BY: MN
Ui W OVERLAND RD y EX WATER MAIN CONCEPTUAL
- - - - - - - - - - - = s - -- -N- --- - -- _ - - GRADING &
- -
CONNECT TO EX I UTILITY PLAN
__SS SS SS SS SEWER MAIN
SS O Ss SS
I
G G G
G G SS I SS
G G G
G G G-
OP OP OP OP
30 0 30 60 90 120
SCALE 1" = 30'