CC - Construction Drawings N LO
00
WATER METER LEGENDS
N
BLOCK 1 BLOCK 1 1 III CIO �
O3/4"DOUBLE METER SERVICE PER CITY OF S z
III col MERIDIAN STANDARD DRAWINGS W-1 AND W-2. 0
INSTALL 1"SERVICE FROM WATER MAIN.
O O O O O O O III d OF
MERIDAN STANDARD DRAWINGSSNGLE METER SERVICEPER W-1ITY AND W-2. 0 30' 60' O o
INSTALL 1" SERVICE LINE FROM WATER MAIN. (n
Q
t5 LF 8"C900 t215 LF 8"
2 2 C900 f184 LF 8"C900 III CENTER OF WATER METER TO BE 2' BEHIND a
w
� � � BACK OF SIDEWALK (TYPICAL). SCALE 1" = 3O� w
I+ F:�!I ��of ��^I NOTE: z
+ + + 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER
<��--9--���// �'`n �'`n '�'`n "'.`n `n METERS AND WATERWORKS BRASS BE ANSI/NSF 61
(/ �`z �` CERTIFIED.
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER
5 6 } } ALL OTHER WATER LINES NEED 4' OF COVER. SEWER LEGEND J
4 -�- - +- 3 0
- L o f 2 EXISTING SSMH 1 s NEW 8"SEWER MAIN Q
STA: 0+00.00 U
SSMH 3 1 1 1 M 1 1 WATER NOTES EXISTING 8"SEWER MAIN V O
w w w
STA: 4+86.36 1 - J _ - _ LINE A I 3 ___------ 180 z
o ±14 LF 8"C900 NEW 4"SEWER SERVICE
�j
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN
4}� 36 S 4+0 5 3+0 3 2+0 s &1+00 3 - - SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER • 48" DIAMETER SEWER MANHOLE I"�
1 180' SSMH 2 E GRAYSON ST. 1 _____ METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND v_
F 1 SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 0
10.00 STA: 2+75.35 MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO EXISTING 48" DIAMETER SEWER MANHOLE Q m
HAVE 4 FT OF MINIMUM COVER. w 0
4"SEWER SERVICE LABEL N C�
±40 LF 8"C900 ---------"--"-�-_----- LL
--------------- - ---- ' 2.)AT ALL VALVES,TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS STA: = SEWER MAIN STATIONING
THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD rSTA: 6+82 43.0' L OR R = LENGTH OF 4" O Q
DRAWING SD-403 - 43 0' L SERVICE LEFT OR RIGHT OF MAIN LINE.
INV. 27.48 INV 27.48 = 4"SEWER SERVICE DEPTH LL � 0
10 FEET BEHIND PROPERTY LINE. w O Q SERVICE LINES HAVE A MINIMUM 2%
`n
PROTECT IN PLACE EXISTING GRADE TO THE PROPERTY LINE. m
4"SEWER SERVICE TO RESIDENCE
SAWCUT AS REQUIRED
SEEISEET c3o SEWER WATER KEYNOTES
9 O O7 O O O O O O
O1 POTABLE/NONPOTABLE PIPE CROSSING. SEE WATER NOTES 2&3 �J
ON COVER SHEET C1.0
BLOCK 2 REMOVE EXISTING BLOWOFF ASSEMBLY AND CONNECT TO EXISTING
O8"GATE VALVE. COORDINATE CONNECTION WITH THE CITY OF
MERIDIAN
INSTALL 22.50' ELBOW WITH THRUST BLOCK
If "�-*-------------------- -------- t0 ___________
O4 INSTALL 8"TEE (FLGxMJ). 2 - 8"GATE VALVES
OINSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W4
LINE A PROFILE INSTALL: W
4+86 4+00 3+00 2+00 I+00 0+00 O - 8"x6"TEE VALVE
(c)
VERTICAL SCALE 1 1 - 6"GATE VALVE (FLGxMJ) �
311 LF 6"C-900
0 3' 6' 0
7 INSTALL TEMPORARY 2" BLOWOFF ASSEMBLY PER CITY OF
MERIDIAN W13
SCALE 1" = 3' O W
INSTALL:
1 - 8"x6"TEE(ALL FLG)
PROPERTY LINE NOTE: O 1 - 6"ADAPTER (FLGxMJ)
g
1.)ALL SEWER PIPE LENGTHS ARE FROM 1 - 8"GATE VALVE
2670 - ---_ 2670 FACE OF MANHOLE TO FACE OF MANHOLE. t4 LF 6GACE VALVE (FLGxMJ) Q
2.) SEWER MANHOLES TO BE CONCENTRIC
--- AND ARE TO BE INSTALLED WITH NO
SUMPS.
------- FINISHED GROUND -
SEWER KEYNOTES
_ - - -
12"C 9 R I I CONNECT TO EXISTING SEWER MAIN. CALCULATED 8" INVERT AT 2657.87'
- STORM DRAIN
EXISTING GROUND z_ - I O CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF
266 �665 DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN.
II o
"z
22 INSTALL 4 C-900 SEWER SERVICE. Y�
II Uo z
8"WATER MAIN
Z w
I✓Z/ 2 I W o N
I I I z N�"'� � o
� w o
z w
2660 12660.02 LF 8"SEWER®0.41% z
LJ
W
271.35 LF 8"SEWER®0.41% I � oo }
48"0 SSMH 3
4+86.36 LINE A-SWR
RIM 2669.6t 48"0 SSMH 2 I (,� m o /
8" IN 2660.02-W-KNOCKOUT
8"OUT 2659.92-E RIM 265 LINE A-SWR U ..
RIM 67.5t Q
8" IN 2659.07-W 48"0 SSMH 1 = a J
8"OUT 2658.97-E 0+00.00 LINE A-SWR E IDI� iD O
APPROVED FOR o o o
RIM 2667.6t AH /
2655 8"IN 2657.87-W 2655 J CONSTRUCTION YONAL
4"IN 2659.00-SW These plans and/or specifications have been reviewed for 5`' ,STE �t
8"OUT 2657.77-E compliance with Meridian City Standards and Specifcations. Q� e
This review does not relieve the owner,engineer,or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal,state and local 4
laws,rules,regulations,ordinances,development agreements, 09/26/22
specifications,orders or approvals,all of which the City retains °
the right to enforce. Inconsistencies not noted by City staff shall Qyq'F OF
not be construed as approved unless specifically addressed S,Kill
2650 2650 in writing by the City. Any proposed revision to these plans must
4+86 4+OQ 3+OQ 2+OQ +OQ +�� be submitted for review and compliance with the Meridian City SHEET
Standards and Specifications before said revision is constructed.
Name Date C4. 1
00
LO
N
STREET LIGHT NOTES: N
(PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS) NOTE ���? ItT
CIO
CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION
TYPE 2 STREET LIGHTS SHALL BE INSTALLED FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS, WATER METERS AND 0
AT LOCATIONS SHOWN IN PLAN STREET LIGHTS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY 0
AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. QQ 6
TYPE 1 DAVIT STREET LIGHTS SHALL BE S Z
INSTALLED AT LOCATIONS SHOWN IN PLAN.
TYPE ONE STREET LIGHTS TO BE METERED (n
Q w
0 30' 60' w cl-
Z
SCALE 1" = 30' J
J o
II -u Q =
1 WATER METER LEGEND 0 Q
BLOCK 1 III MERIDIAN STANDARDMETERBLE STANDARD D DRAWINGS W SERVICE R CITY O 1 A W-2. Z O "
BLOCK 1 O INSTALL 1"SERVICE FROM WATER MAIN. (D
3/4-SINGLE METER SERVICEI II OF
MERIDIAN STANDARD DRAWINGSPWR 1CITY AND W-2. (v /
8 7 6 5 4 $ 2 INSTALL 1"SERVICE LINE FROM WATER MAIN. Q o
�I O O O O O O O I II mo
CENTER OF WATER METER TO BE 2' BEHIND III w�/ o BACK OF SIDEWALK (TYPICAL). LL
NOTE: O Q
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER U-
0
METERS AND WATERWORKS BRASS BE ANSI/NSF 61 w O Q
CERTIFIED. m
STREET LIGHT: 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER
TYPE 2 ALL OTHER WATER LINES NEED 4' OF COVER Q
XXXXXC
I I I I I I
�. 1 WATER NOTES W
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN
I- LINE A — SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER
— — III——————————- METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND
s s SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS.
MIDSF E. GRAYSON ST. s s s�J 5 —————- HAVEE4TION WATER FT OF MINIMUM MAINS TO AVE 5 FT OF MINIMUM COVER.ALL OTHER MAINS TO
- I,F-———
-' 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS
THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD
DRAWING SD-403
III I I I I I I I
STREET LIGHT:
II xxXXC SEE SHEET C 4. 1 STREET LIGHT: II
TYPE 2 Q
XXXXXC SEWER LEGENDLL
Q
s NEW 8"SEWER MAIN
s G) Q Q T o
EXISTING 8"SEWER MAIN
NEW 4"SEWER SERVICE
o T
TTYYPEEI LIGHT: BLOCK 2 STREET LIGHT:A • 48" DIAMETER SEWER MANHOLE
XXXXXC TYPE 1 L_L] JW
XXXXXC EXISTING 48" DIAMETER SEWER MANHOLE LJ-I
0 0
STA: = SEWERVICE MAIN SBTATIONING
�i - STA: 6+82
—_ — _ SERVICE
OR R = LENGTH F MAIN
—— SERVICE LEFT OR RIGHT OF MAIN LINE.
INV. 27.48 INV 27.48 = 4"SEWER SERVICE DEPTH
_ 10 FEET BEHIND PROPERTY LINE.
SERVICE LINES HAVE A MINIMUM 2%
BLOCK 2 ' 6
GRADE TO THE PROPERTY LINE.
BLOCK 2 1
6
z o
N Z
—Z
O
SEE SHEET C3.2
W
FOR FRONTAGE AMITY RD
W
N�� - a
W Q z m Y
U O a U
Y !L
U O m Q
M 0
E IDIAN*- APPROVED FOR Q w w
= Q
IDAHO CONSTRUCTION
These plans and/or specifications have been reviewed for sTONAL
compliance with Meridian City Standards and Specifcations. Q�� �STE F1
This review does not relieve the owner,engineer,or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal,state and local it
laws,rules,regulations,ordinances,development agreements, `F
specifications,orders or approvals,all of which the City retains 09/26/22
the right to enforce. Inconsistencies not noted by City staff shall o F OF P'0
not be construed as approved unless specifically addressed c SqO soK1N��P
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed. SHEET
Name Date C4.0
N LO
00
WATER METER LEGENDS
N
BLOCK 1 BLOCK 1 1 III CIO �
O3/4"DOUBLE METER SERVICE PER CITY OF S z
III col MERIDIAN STANDARD DRAWINGS W-1 AND W-2. 0
INSTALL 1"SERVICE FROM WATER MAIN.
O O O O O O O III d OF
MERIDAN STANDARD DRAWINGSSNGLE METER SERVICEPER W-1ITY AND W-2. 0 30' 60' O o
INSTALL 1" SERVICE LINE FROM WATER MAIN. (n
Q
t5 LF 8"C900 t215 LF 8"
2 2 C900 f184 LF 8"C900 III CENTER OF WATER METER TO BE 2' BEHIND a
w
� � � BACK OF SIDEWALK (TYPICAL). SCALE 1" = 3O� w
I+ F:�!I ��of ��^I NOTE: z
+ + + 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER
<��--9--���// �'`n �'`n '�'`n "'.`n `n METERS AND WATERWORKS BRASS BE ANSI/NSF 61
(/ �`z �` CERTIFIED.
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER
5 6 } } ALL OTHER WATER LINES NEED 4' OF COVER. SEWER LEGEND J
4 -�- - +- 3 0
- L o f 2 EXISTING SSMH 1 s NEW 8"SEWER MAIN Q
STA: 0+00.00 U
SSMH 3 1 1 1 M 1 1 WATER NOTES EXISTING 8"SEWER MAIN V O
w w w
STA: 4+86.36 1 - J _ - _ LINE A I 3 ___------ 180 z
o ±14 LF 8"C900 NEW 4"SEWER SERVICE
�j
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN
4}� 36 S 4+0 5 3+0 3 2+0 s &1+00 3 - - SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER • 48" DIAMETER SEWER MANHOLE I"�
1 180' SSMH 2 E GRAYSON ST. 1 _____ METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND v_
F 1 SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 0
10.00 STA: 2+75.35 MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO EXISTING 48" DIAMETER SEWER MANHOLE Q m
HAVE 4 FT OF MINIMUM COVER. w 0
4"SEWER SERVICE LABEL N C�
±40 LF 8"C900 ---------"--"-�-_----- LL
--------------- - ---- ' 2.)AT ALL VALVES,TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS STA: = SEWER MAIN STATIONING
THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD rSTA: 6+82 43.0' L OR R = LENGTH OF 4" O Q
DRAWING SD-403 - 43 0' L SERVICE LEFT OR RIGHT OF MAIN LINE.
INV. 27.48 INV 27.48 = 4"SEWER SERVICE DEPTH LL � 0
10 FEET BEHIND PROPERTY LINE. w O Q SERVICE LINES HAVE A MINIMUM 2%
`n
PROTECT IN PLACE EXISTING GRADE TO THE PROPERTY LINE. m
4"SEWER SERVICE TO RESIDENCE
SAWCUT AS REQUIRED
SEEISEET c3o SEWER WATER KEYNOTES
9 O O7 O O O O O O
O1 POTABLE/NONPOTABLE PIPE CROSSING. SEE WATER NOTES 2&3 �J
ON COVER SHEET C1.0
BLOCK 2 REMOVE EXISTING BLOWOFF ASSEMBLY AND CONNECT TO EXISTING
O8"GATE VALVE. COORDINATE CONNECTION WITH THE CITY OF
MERIDIAN
INSTALL 22.50' ELBOW WITH THRUST BLOCK
If "�-*-------------------- -------- t0 ___________
O4 INSTALL 8"TEE (FLGxMJ). 2 - 8"GATE VALVES
OINSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W4
LINE A PROFILE INSTALL: W
4+86 4+00 3+00 2+00 I+00 0+00 O - 8"x6"TEE VALVE
(c)
VERTICAL SCALE 1 1 - 6"GATE VALVE (FLGxMJ) �
311 LF 6"C-900
0 3' 6' 0
7 INSTALL TEMPORARY 2" BLOWOFF ASSEMBLY PER CITY OF
MERIDIAN W13
SCALE 1" = 3' O W
INSTALL:
1 - 8"x6"TEE(ALL FLG)
PROPERTY LINE NOTE: O 1 - 6"ADAPTER (FLGxMJ)
g
1.)ALL SEWER PIPE LENGTHS ARE FROM 1 - 8"GATE VALVE
2670 - ---_ 2670 FACE OF MANHOLE TO FACE OF MANHOLE. t4 LF 6GACE VALVE (FLGxMJ) Q
2.) SEWER MANHOLES TO BE CONCENTRIC
--- AND ARE TO BE INSTALLED WITH NO
SUMPS.
------- FINISHED GROUND -
SEWER KEYNOTES
_ - - -
12"C 9 R I I CONNECT TO EXISTING SEWER MAIN. CALCULATED 8" INVERT AT 2657.87'
- STORM DRAIN
EXISTING GROUND z_ - I O CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF
266 �665 DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN.
II o
"z
22 INSTALL 4 C-900 SEWER SERVICE. Y�
II Uo z
8"WATER MAIN
Z w
I✓Z/ 2 I W o N
I I I z N�"'� � o
� w o
z w
2660 12660.02 LF 8"SEWER®0.41% z
LJ
W
271.35 LF 8"SEWER®0.41% I � oo }
48"0 SSMH 3
4+86.36 LINE A-SWR
RIM 2669.6t 48"0 SSMH 2 I (,� m o /
8" IN 2660.02-W-KNOCKOUT
8"OUT 2659.92-E RIM 265 LINE A-SWR U ..
RIM 67.5t Q
8" IN 2659.07-W 48"0 SSMH 1 = a J
8"OUT 2658.97-E 0+00.00 LINE A-SWR E IDI� iD O
APPROVED FOR o o o
RIM 2667.6t AH /
2655 8"IN 2657.87-W 2655 J CONSTRUCTION YONAL
4"IN 2659.00-SW These plans and/or specifications have been reviewed for 5`' ,STE �t
8"OUT 2657.77-E compliance with Meridian City Standards and Specifcations. Q� e
This review does not relieve the owner,engineer,or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal,state and local 4
laws,rules,regulations,ordinances,development agreements, 09/26/22
specifications,orders or approvals,all of which the City retains °
the right to enforce. Inconsistencies not noted by City staff shall Qyq'F OF
not be construed as approved unless specifically addressed S,Kill
2650 2650 in writing by the City. Any proposed revision to these plans must
4+86 4+OQ 3+OQ 2+OQ +OQ +�� be submitted for review and compliance with the Meridian City SHEET
Standards and Specifications before said revision is constructed.
Name Date C4. 1
00
LO
N
STREET LIGHT NOTES: N
(PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS) NOTE ���? ItT
CIO
CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION
TYPE 2 STREET LIGHTS SHALL BE INSTALLED FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS, WATER METERS AND 0
AT LOCATIONS SHOWN IN PLAN STREET LIGHTS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY 0
AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. QQ 6
TYPE 1 DAVIT STREET LIGHTS SHALL BE S Z
INSTALLED AT LOCATIONS SHOWN IN PLAN.
TYPE ONE STREET LIGHTS TO BE METERED (n
Q w
0 30' 60' w cl-
Z
SCALE 1" = 30' J
J o
II -u Q =
1 WATER METER LEGEND 0 Q
BLOCK 1 III MERIDIAN STANDARDMETERBLE STANDARD D DRAWINGS W SERVICE R CITY O 1 A W-2. Z O "
BLOCK 1 O INSTALL 1"SERVICE FROM WATER MAIN. (D
3/4-SINGLE METER SERVICEI II OF
MERIDIAN STANDARD DRAWINGSPWR 1CITY AND W-2. (v /
8 7 6 5 4 $ 2 INSTALL 1"SERVICE LINE FROM WATER MAIN. Q o
�I O O O O O O O I II mo
CENTER OF WATER METER TO BE 2' BEHIND III w�/ o BACK OF SIDEWALK (TYPICAL). LL
NOTE: O Q
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER U-
0
METERS AND WATERWORKS BRASS BE ANSI/NSF 61 w O Q
CERTIFIED. m
STREET LIGHT: 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER
TYPE 2 ALL OTHER WATER LINES NEED 4' OF COVER Q
XXXXXC
I I I I I I
�. 1 WATER NOTES W
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN
I- LINE A — SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER
— — III——————————- METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND
s s SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS.
MIDSF E. GRAYSON ST. s s s�J 5 —————- HAVEE4TION WATER FT OF MINIMUM MAINS TO AVE 5 FT OF MINIMUM COVER.ALL OTHER MAINS TO
- I,F-———
-' 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS
THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD
DRAWING SD-403
III I I I I I I I
STREET LIGHT:
II xxXXC SEE SHEET C 4. 1 STREET LIGHT: II
TYPE 2 Q
XXXXXC SEWER LEGENDLL
Q
s NEW 8"SEWER MAIN
s G) Q Q T o
EXISTING 8"SEWER MAIN
NEW 4"SEWER SERVICE
o T
TTYYPEEI LIGHT: BLOCK 2 STREET LIGHT:A • 48" DIAMETER SEWER MANHOLE
XXXXXC TYPE 1 L_L] JW
XXXXXC EXISTING 48" DIAMETER SEWER MANHOLE LJ-I
0 0
STA: = SEWERVICE MAIN SBTATIONING
�i - STA: 6+82
—_ — _ SERVICE
OR R = LENGTH F MAIN
—— SERVICE LEFT OR RIGHT OF MAIN LINE.
INV. 27.48 INV 27.48 = 4"SEWER SERVICE DEPTH
_ 10 FEET BEHIND PROPERTY LINE.
SERVICE LINES HAVE A MINIMUM 2%
BLOCK 2 ' 6
GRADE TO THE PROPERTY LINE.
BLOCK 2 1
6
z o
N Z
—Z
O
SEE SHEET C3.2
W
FOR FRONTAGE AMITY RD
W
N�� - a
W Q z m Y
U O a U
Y !L
U O m Q
M 0
E IDIAN*- APPROVED FOR Q w w
= Q
IDAHO CONSTRUCTION
These plans and/or specifications have been reviewed for sTONAL
compliance with Meridian City Standards and Specifcations. Q�� �STE F1
This review does not relieve the owner,engineer,or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal,state and local it
laws,rules,regulations,ordinances,development agreements, `F
specifications,orders or approvals,all of which the City retains 09/26/22
the right to enforce. Inconsistencies not noted by City staff shall o F OF P'0
not be construed as approved unless specifically addressed c SqO soK1N��P
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed. SHEET
Name Date C4.0
LO
00
LO
N
N
co
O
O
�u S CO z
II � � III Qcn
BLOCK 1 0 30' 60' w
BLOCK 1 O III z
±130 LF 6" PIRR SCALE 1" = 30' J
Q III
II III J o
L III PRESSURE IRRIGATION KEYNOTES U 0
HOT TAP EXISTING 6"PRESSURE IRRIGATION MAIN WITH 6" o
J O STAINLESS GATE
VALVE. COORDINATE HOT TAP WITH CITY OF MERIDIAN
PUBLIC WORKS.
- � o
2 -- - -- 5 O INSTALL: 1 - 6"GATE VALVE. — 0
OINSTALL: 1 - 6"TEE WITH THRUST BLOCK. Uj
±42 LF 6"PIRR LL
Ir E. GRAYSON ST. II O Q
U_INSTALL±38 LF OF 12"C-900 SLEEVE. o
m o Q
INSTALL TYPICAL LOT SERVICES PER ISPWC SD-901.
----------------- INSTALL AIR VENT PER N.M.I.D. STANDARD DRAWING.THIS
6 SHEET. �' o
i
INSTALL DRAIN PER N.M.I.D. STANDARD DRAWING. THIS
t111 LF 6" PIRR O SHEET. 77
88 REMOVE EXISTING 99 BEND AND INSTALL NEW 6"TEE.
i
9 O O O O O O O O
. I
III 5
NOTE
BLOCK 2 ±424 LF 6"PIRR
1. CONTRACTOR IS RESPONSIBLE FOR �
s /-<Z5> /45 5 2 MEETING THE CITY OF MERIDIAN C)
\ $ SPECIFICATION FOR CORRECT
%R LOCATION PLACEMENT OF PI SERVICE AND T_
PIR PIR PIR Q
2 I 10 GATE VALVES. LOCATIONS SHOWN ON PLAN
6 7 ARE FOR REFERENCE PURPOSES ONLY AND
SHALL NOT BE USED FOR EXACT LOCATIONS
OF METERS OR FIRE HYDRANTS.
BLOCK 2
2. ALL WORK TO BE DONE PER ISPWC W
AND NAMPA-MERIDIAN IRRIGATION DISTRICT L]___
STANDARDS. COORDINATE ALL INSPECTION 7D
WORK WITH ENGINEER OF RECORD (208) U-)
639-1992. PRESSURE IRRIGATION TO BE (o
AMITY RD. PRIVATELY OWNED AND MAINTAIN BY THE W
SUBDIVISION HOA. o
0
N Z
z � O
N N
WW =
N O o N
W
Y !L
�� � O m N
CiVI E IDIAN�- APPROVED FOR U m
<
IDAHO CONSTRUCTION = Q J
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations.
This review does not relieve the owner,engineer,or contractor SSVO ST
FN
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal,state and local
laws,rules,regulations,ordinances,development agreements,
specifications,orders or approvals,all of which the City retains 94 2
the right to enforce. Inconsistencies not noted by City staff shall 09/26/22
not be construed as approved unless specifically addressed s o
in writing by the City. Any proposed revision to these plans must c Tq rE of\oPe P
be submitted for review and compliance with the Meridian City yq0 g K1N���
Standards and Specifications before said revision is constructed.
Name Date SHEET
C4.2