PZ - Public Utility Plan Sheet Notes:
1. ;OCX 1rI /
T HE
LAND
- GROUP
12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W -
Cn
w
Cn
SD S SD �D —7��FSD SD SD D SD SD SD SD SD SD SD E FRANKLIN ROAD
D D D D — — —SS SS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 0
C/J
V)
U s
—2652- - - _ - -
- -_� — \— — — -- - - - - \ — - - / - - \ — — D - - - - - - - - - - - - -
IRR
2653, \ `� l \ \� \� 265r — _ — _ PARKING CALCULATIONS
PROPOSED 12,600 SF BLDG
1 STALL PER 250 SF = 50 STALLS
\ _ \` \\\ � � \ PROPOSED COFFEE
II � W \\ \ \\ 1 �\ � \ \` 17 STALLS
DEDICATED TO EXISTING OFFICE
\ \\ \\ \ C 2645 � ` \ \ 59 STALLS
PROPOSED \ \ `\ \ 2644_
3: BUILDING \ \\ \ \ \\
TOTAL STALLS PROVIDED - 126
CL
O
— _
Phase One \� \ \ Phase One Keynotes:
1. xxx
C
Phase Two Phase Two I
Um ■�
II v v W 70
\ L
/ \ PROPOSED
mw
BUILDING \' 0
1 1
Revisions
2,600 sf
i
� I
I
i —
/ \ L.-,2660;
� - - - - - - - - -
--
/ I
INOT FOR
I
I
I po 00
I
ICONSTRUCTION
II
Project No.: 121152
0 30' 60'
Overall Site Plan Date of Issuance: 11/30/022
Project Milestone: Annexation Application
Horizontal Scale: 1" = 30'
Overall Site Plan
� E
E 3
C2mOO
LiO
Sheet Notes:
I I I J ✓� I I � _=` '�'= THE
1. THE PROPOSED IMPROVEMENTS AS SHOWN ARE PRELIMINARY IN NATURE AND vI �/ ��
T I I I 1 W / \ I / INTENDED TO SHOW THE METHOD BY WHICH NECESSARY UTILITY SYSTEMS � . LAND
cn I I / I I I / 1 I / CAN BE CONSTRUCTED TO SERVE THE PROPOSED DEVELOPMENT AND ARE
5 I / SUBJECT TO CHANGE. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING •
I
PLANS WILL BE PREPARED FOR REVIEW AND APPROVAL BY AGENCIES HAVING ' GROUP
l
JURISDICTION.
Sewer Keynotes:
1. FIELD LOCATE AND CONNECT TO EXISTING SANITARY SEWER STUB. MATCH
INVERT ELEVATION, ALIGNMENT AND GRADE OF EXISTING PIPE (SHOWN
j APPROX.) CONTRACTOR SHALL CONFIRM SIZE,TYPE, INVERT ELEVATION AND
T D OS I �° / CONDITION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF DISCREPANCIES.
D D �
I I 2. INSTALL 6-IN SDR-35 PVC SANITARY SEWER SERVICE PER ISPWC AND CITY OF
I \ MERIDIAN PUBLIC WORKS REQUIREMENTS.
oLU CD
/ U) z I// \ 3. INSTALL 4-IN SDR-35 PVC SANITARY SEWER SERVICE PER ISPWC AND CITY OF
I // O p / \ MERIDIAN PUBLIC WORKS REQUIREMENTS.
/ m 4. INSTALL STANDARD 4-IN TRAFFIC-RATED CLEANOUT WITH BOLT DOWN COVER
PER ISPWC SD-506A AND SD-506B.
5. EXISTING WELL, PRESERVE AND PROTECT DURING CONSTRUCTION.
o I I
I � I
I / / I / \ cD
I / / Cn
o / \ GO0 0
U CD
a I M \ n m r
EXISTING 39-LF OF 8-IN PVC AT 1.00% (EST.) I / / O z / W
r \ MTR v / 4 IE = 2644.41 -
10+00 /'l� 11 0 / —W 3 12+75 \
S E/cc"))
SS SS / / W O
1 4 IE: 2640I88± U M M M M M W W 12+p0 89-LF�F 41N Pv/ IE 2644.86 4
EXISTING 48-IN SSMH OO / /
RIM: 2651.82± I / / / / O 22-LF OF 4-IN PVC AT 2.00%
IE IN: 2640.49, 8-IN PVC (S) I I / 11+00 O IE: 2642.63 /
O24-LF OF 6-IN PVC AT 1.00%
I I 55-LF OF 6-IN PVC AT 1.00%
/ 32-LF OF 4-IN PVC AT 2.00% 33
C 4 IE: 264 1.28 � 4 IE: 264, 0 /' / I —
r / �\
T N N A� I I � � / - - - - - -
cc
vi CD can o / cc
I ` \\ II CD
// 0
o N i \ \/ i II I
N
SST S s I I I I\ I II \\ II // CL
MW
CL
� a
0 20' 40' CcSewer Plan
0
Horizontal Scale: 1" = 20' L& ■�
W Cc2665 SANITARY SEWER: Sta. 9+50 - 13+50
2665
HORIZONTAL SCALE: 1" = 20' o
VERTICAL SCALE: 1" = 5' 4-IN CO PER ISPWC SD-506A
LU
4-IN CO PER ISPWC SD-506A STA: 11+27.39 0 2660 a) ti 2660 RIM: 2655.23±
STA: 10+72.76 RIM: 2654.11± O IE IN: 2642.00,4-IN PVC (S) — cti
4-IN CO PER ISPWC SD-506A IE IN: 2642.00, 4-IN PVC (E)
STA: 10+48.79 IE IN: 2641.28, 6-IN PVC (S)
CDT IE OUT: 2641.28, 6-IN PVC (NE) IE OUT: 2641.83, 6-IN PVC (N) _—__—
RIM: 2652.55±
Revisions 1
IE IN: 2641.04, 6-IN PVC (SW) ____ 1
2655 IE OUT: 2640.88, 8-IN PVC (N) _ —— — 2655
2650 2650
EXISTING 48-IN SSMH
STA: 10+10, 0.00,
RIM: 2651.82± 22-LF OF 4-IN PVC AT 2.00% O
SUMP: 2640.49 3 89-LF OF 4-IN PVC AT 2.00%2645 IE IN: 2640.49, 8-IN PVC (S) 2645
O2 24-LF OF 6-IN PVC AT 1.00% O 55-LF OF 6-IN PVC AT 1.00%
4-IN CO PER ISPWC SD-506A
2640 32-LF OF 4-IN PVC AT 2.00% 4-IN CO PER ISPWC SD-506A RIM: 2658 0.39 0 2640
4-IN CO PER ISPWC SD-506A O STA: 12+48 NOT FOR
39-LF OF 8-IN PVC AT 1.00% (APPROX.) STA: 11+59.08 O RIM: 2657.18± IE OUT: 2644.86,4-IN PVC (N)
RIM: 2655.74± 4
IE IN: 2644.41,4-IN PVC (S)
IE IN: 2642.63, 4-IN PVC (S) IE OUT: 2644.41,4-IN PVC (N)
IE OUT: 2642.63,4-IN PVC (N) Qo Qo
2635 2635
CONSTRUCTION
Project No.: 121152
2630 50 10 00 10 50 11 00 11 50 12 00 12 50 13+00 13 50 630 Date of Issuance: 11/30/2022
Project Milestone: Annexation Application
, E
Sewer Plan & Profile
Sewer Prof ile 20' 40'
_ Horizontal Scale: 1" = 20' C5mOO
Sheet Notes: �� ��_=
1. THE PROPOSED IMPROVEMENTS AS SHOWN ARE PRELIMINARY IN NATURE AND =� ��� T H E
2"W 12"W 12"W c„ 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"w INTENDED TO SHOW THE METHOD BY WHICH NECESSARY UTILITY SYSTEMS LAND
CAN BE CONSTRUCTED TO SERVE THE PROPOSED DEVELOPMENT AND ARE .
SUBJECT TO CHANGE. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING . GROUP
PLANS WILL BE PREPARED FOR REVIEW AND APPROVAL BY AGENCIES HAVING
SO SD ��SD SD SD SO SD SD SD SD D SD SD SD SD SO SD SD SD SD SD SD JURISDICTION.
Cn
O O — — — D D — — s — — — Water Keynotes: �\
SS SS S SS SS SS SS S SS SS SS SS S SS SS SS SS SS SS SS SS SS SS SS SS 1. FIELD LOCATE, REMOVE BLOWOFF AND CONNECT TO EXTISTING WATER
SERVICE STUB. CONTRACTOR SHALL CONFIRM SIZE,TYPE, INVERT 00
o
N s0
ELEVATION AND CONDITION PRIOR TO CONSTRUCTION, INFORM ENGINEER
OF DISCREPRANCIES.
2. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8.
s
-2652— — — — - — — — — 3. INSTALL 8-IN C900 PVC WATER MAIN PER ISPWC SECTION 401.
_ C
�
— —
_ —
_ — — 2 � �=— — — — — — — — — _ — � 4. INSTALL C900 PVC FIRE LINE PER ISPWC SECTION 401 (SIZE TBD). SEE
_ \ - - - - MECHANICAL FOR CONTINUATION INTO BUILDING.
6 7 — , —\— _ — 5. INSTALL 1-IN DOMESTIC WATER SERVICE PER CITY OF MERIDIAN STANDARD
\ pppp 5-LF 8-IN C900 3\ — \) 26`'� / \ / �\\ \ — \ \ �\ _ — \ �\ DRAWING W2. SEE MECHANICAL FOR CONTINUATION INTO BUILDING.
6 7 95�� 7 _ 6. INSTALL BEND PER ISPWC SECTION 401,ANGLE PER PLAN.
\ \ \ \ �265
i — — 2655
\ i\ / IRR \ \ \ \ — \ \ 7. INSTALL THRUST BLOCKING PER ISPWC SD-403.\ - -�\J \ \ 26
\ �2653 \ l / \ \ \\ \ 5y 8. EXISTING WELL, PRESERVE AND PROTECT DURING CONSTRUCTION.
II �
3 \\ \V \\ V�2656
CY) \\ \ \\ \ \ \\ y\ \\ I \\
\ 39-LF C900 FIRE SERVICE
II 7 FS FS
I W �\ _ — _
\ \ \ \ \
III 5 - - —
qm
0 3 PROPOSED \ \ \\ `2644
C \ BUILDING
/ I 6 7 \ \ \ �� \ \ O
\ I I A \ A \ \
COD
\ \ \ \ 26S /
■� CL
�\ \ -_/ CL
\\ \ LU 70
\ _ La) o
- \ _ LU
-
- - - Lr) �2
Phase \ 0 6 7 v , v \ Phase Cm cc
_ One \ \— — — — r 20-LF 8-IN C900 3 / \ Q
/ \ \ One Revisions 1-
=060F/
II A4 4-LF C900 FIRE SERVICE \
Phase \ f II �� Phase
Two I I �� `�
Two
I
l
NOT FOR
\ PROPOSED
� MW � I BUILDING � � �
I
� CONSTRUCTION
12,600 sf
Project No.: 121152
Utility Plan 0 20 40 Date of Issuance: 11/30/2022
Project Milestone: Annexation Application
a
\ Horizontal Scale: 1" = 20'
, E
Utility Plan
C6mOO