Public Utility Plan_PC V1I
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FR 2599.60 ±
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FF: 2599.75 ±
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FF 5599.90 ±
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PROPOSED 8"
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FF 2599.35
18
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PROP SSMH-6 STA:12+25.00 M
2598.90RIM
C 2590.001E
o 17 m
1830 SO FT N
FF 2599.50 ± N
F -S2
SHADED ZONE X
15
20
N 659 SO FT
14
FR 2599.35 ±
21
2143 SO FT
2OP SSMH-3 STA:13+25.00 N
2598.90RIM
2589.201E
F-
22 m
1621 SO FT
FR 2599.50 ±
N
62
18
74
10
' 37
3 397 SO FT
36
1910 SO FT
N FR 2599.60 ±
62
3 N 35
1607 SO FT
FF 2599.75 ±
64
N
NLo 16n 23 n M 34
2149 SO FT M N 1572 SO FT N 2010 SO FT
FF: 2599.65 ± J 2 FF: 2599.90
FR 2599.65 ±
3 L 43 19 3 J
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62
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ri a N 1624 SO FT
FR 2600.05 ±
U g F-
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3 N 32
� 6 1621 SO FT N
N 7406 SO FT PROPOSED 8" W �� 3 FF= 2600.20
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18
43
Nw 1617SOFT
FF: 2600.20 ±
w 62
8
1618SQFT
FF2600.35 ±
07 1996 SO FT
FF: 2600.50 *-
10
1568 SO FT
W FF 2600.65±
w 61
N W 11
w 1756 SO FT
FF 2600.80 ±
W
57
W Q 16946SQFT N PROPOSED 8" 43
Cn- III SEWER LINE B v WATER MAIN
S O S /� S SO FT
31
'' S822
PROP SSMH-4 - STA:11+00.00 COMMUPROP SSMH-2 - STA:12+00.00
rn 2599.50RIM 2599.60RIM
2589.501E O u u u u588. 01EOIOUT Q
IN-
2589.401E OUTL3 \
W 3 N 30 N
4 42 19 Z 1949 SO FT19 42
J FR 2600.35 ±�
14 M 24 M W
V) N 1770 SO FT 2632 SO FT '^ v! ro 29
FF: 2600.25 ±1 FF: 2600.25 ± `1l 1609 SO FT N
1 FF: 2600.50
3 61 L J 3
-6-T 62
f3 1555 SO FTN � u
N FF 2600 40 ± J Lo 155425 N N 1575 SO FT
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SO FT N FF: 2600.65 ±
FF 2600.40 ± -�
PROP SSMH-5 STA:10+00.00
2600.10RIM
2589.901E
12 27
3 2085 SO FT N 26 2103 SO FT
FF: 2600.55 ± 1727 SO FT 31 FF 2600.80
FF: 2600.55 ±
16
i
I
E BADLEY AVE - - - - - - - - - -
I
-- -- -- -- -- -- -- -- -- -- - --- -- -- -- --
CONNECT TO EXISTING
I I SEWER MANHOLE
I I
I
16
coLo
GENERAL NOTES:
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE
WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR E FAIRVIEW AVE
PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF
MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWCillifill
(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE I
iiiii
REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT
(ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO
TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT
OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING
STANDARDS OR SPECIFICATIONS.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS
AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10)
FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN
- - AND NON -POTABLE WATER MAIN TO CROSS WITH LESS
THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE PHASE 2
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH
SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING I cr NOT APART
WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF I w
THE WASTEWATER RULES (IDAPA 58.01.16). Z
3. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH
SURFACE AND/OR SUBSURFACE FACILITIES.
4. FOR ALL RESIDENTIAL AND NEW NONRESIDENTIAL
CONSTRUCTION THE LOWEST FLOOR ELEVATION OF ANY
STRUCTURE, INCLUDING BASEMENTS, OR
MOBILE/MANUFACTURED HOMES, SHALL BE ELEVATED TO I PHASE 1 I
THE FLOOD PROTECTION ELEVATION OF NO LESS THAN TWO
(2) FEET ABOVE THE BASE FLOOD ELEVATION.
5. THE PROPOSED FINISH FLOOR (FF) ELEVATIONS SHOWN ARE I HIS SHEET
APPROXIMATELY TWO (2) FEET ABOVE THE BASE FLOOD I ❑ I
ELEVATIONS. PRIOR TO SUBMITTING A FLOODPLAIN
DEVELOPMENT PERMIT APPLICATION THE APPLICANT SHALL
CONTACT THE CITY FLOODPLAIN ADMINISTRATOR IN ORDER LE BADLEY AVE
TO DETERMINE THE BASE FLOOD ELEVATIONS. FEMA
ELEVATION CERTIFICATES SHALL BE FILED FOR EACH
BUILDING THAT FALLS WITHIN ZONE AE. �- -
KEY MAP
NOT TO SCALE
SEWER DATA TABLE
® LENGTH BEARING SLOPE NOTE
O1 200.00' N00'28'05"E 0.40% 8" PVC TYPE SDR-35
< 125.00' N00`28'05"E 0.40% 8" PVC TYPE SDR-35
O3 172.00' N89.31'55"W 0.41% 8" PVC TYPE SDR-35
O4 100.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
O 125.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
SHADED ZONE X
15
20
N 659 SO FT
14
FR 2599.35 ±
21
2143 SO FT
2OP SSMH-3 STA:13+25.00 N
2598.90RIM
2589.201E
F-
22 m
1621 SO FT
FR 2599.50 ±
N
62
18
74
10
' 37
3 397 SO FT
36
1910 SO FT
N FR 2599.60 ±
62
3 N 35
1607 SO FT
FF 2599.75 ±
64
N
NLo 16n 23 n M 34
2149 SO FT M N 1572 SO FT N 2010 SO FT
FF: 2599.65 ± J 2 FF: 2599.90
FR 2599.65 ±
3 L 43 19 3 J
5
62
® Y N ( 33
ri a N 1624 SO FT
FR 2600.05 ±
U g F-
Zi2R47 SQ FT _j 62
J u °
M
1i
a
M
co
3 N 32
� 6 1621 SO FT N
N 7406 SO FT PROPOSED 8" W �� 3 FF= 2600.20
y w WATER MAIN] « ))
18
43
Nw 1617SOFT
FF: 2600.20 ±
w 62
8
1618SQFT
FF2600.35 ±
07 1996 SO FT
FF: 2600.50 *-
10
1568 SO FT
W FF 2600.65±
w 61
N W 11
w 1756 SO FT
FF 2600.80 ±
W
57
W Q 16946SQFT N PROPOSED 8" 43
Cn- III SEWER LINE B v WATER MAIN
S O S /� S SO FT
31
'' S822
PROP SSMH-4 - STA:11+00.00 COMMUPROP SSMH-2 - STA:12+00.00
rn 2599.50RIM 2599.60RIM
2589.501E O u u u u588. 01EOIOUT Q
IN-
2589.401E OUTL3 \
W 3 N 30 N
4 42 19 Z 1949 SO FT19 42
J FR 2600.35 ±�
14 M 24 M W
V) N 1770 SO FT 2632 SO FT '^ v! ro 29
FF: 2600.25 ±1 FF: 2600.25 ± `1l 1609 SO FT N
1 FF: 2600.50
3 61 L J 3
-6-T 62
f3 1555 SO FTN � u
N FF 2600 40 ± J Lo 155425 N N 1575 SO FT
cli
SO FT N FF: 2600.65 ±
FF 2600.40 ± -�
PROP SSMH-5 STA:10+00.00
2600.10RIM
2589.901E
12 27
3 2085 SO FT N 26 2103 SO FT
FF: 2600.55 ± 1727 SO FT 31 FF 2600.80
FF: 2600.55 ±
16
i
I
E BADLEY AVE - - - - - - - - - -
I
-- -- -- -- -- -- -- -- -- -- - --- -- -- -- --
CONNECT TO EXISTING
I I SEWER MANHOLE
I I
I
16
coLo
GENERAL NOTES:
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE
WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR E FAIRVIEW AVE
PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF
MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWCillifill
(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE I
iiiii
REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT
(ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO
TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT
OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING
STANDARDS OR SPECIFICATIONS.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS
AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10)
FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN
- - AND NON -POTABLE WATER MAIN TO CROSS WITH LESS
THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE PHASE 2
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH
SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING I cr NOT APART
WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF I w
THE WASTEWATER RULES (IDAPA 58.01.16). Z
3. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH
SURFACE AND/OR SUBSURFACE FACILITIES.
4. FOR ALL RESIDENTIAL AND NEW NONRESIDENTIAL
CONSTRUCTION THE LOWEST FLOOR ELEVATION OF ANY
STRUCTURE, INCLUDING BASEMENTS, OR
MOBILE/MANUFACTURED HOMES, SHALL BE ELEVATED TO I PHASE 1 I
THE FLOOD PROTECTION ELEVATION OF NO LESS THAN TWO
(2) FEET ABOVE THE BASE FLOOD ELEVATION.
5. THE PROPOSED FINISH FLOOR (FF) ELEVATIONS SHOWN ARE I HIS SHEET
APPROXIMATELY TWO (2) FEET ABOVE THE BASE FLOOD I ❑ I
ELEVATIONS. PRIOR TO SUBMITTING A FLOODPLAIN
DEVELOPMENT PERMIT APPLICATION THE APPLICANT SHALL
CONTACT THE CITY FLOODPLAIN ADMINISTRATOR IN ORDER LE BADLEY AVE
TO DETERMINE THE BASE FLOOD ELEVATIONS. FEMA
ELEVATION CERTIFICATES SHALL BE FILED FOR EACH
BUILDING THAT FALLS WITHIN ZONE AE. �- -
KEY MAP
NOT TO SCALE
SEWER DATA TABLE
® LENGTH BEARING SLOPE NOTE
O1 200.00' N00'28'05"E 0.40% 8" PVC TYPE SDR-35
< 125.00' N00`28'05"E 0.40% 8" PVC TYPE SDR-35
O3 172.00' N89.31'55"W 0.41% 8" PVC TYPE SDR-35
O4 100.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
O 125.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
M
1i
a
M
co
3 N 32
� 6 1621 SO FT N
N 7406 SO FT PROPOSED 8" W �� 3 FF= 2600.20
y w WATER MAIN] « ))
18
43
Nw 1617SOFT
FF: 2600.20 ±
w 62
8
1618SQFT
FF2600.35 ±
07 1996 SO FT
FF: 2600.50 *-
10
1568 SO FT
W FF 2600.65±
w 61
N W 11
w 1756 SO FT
FF 2600.80 ±
W
57
W Q 16946SQFT N PROPOSED 8" 43
Cn- III SEWER LINE B v WATER MAIN
S O S /� S SO FT
31
'' S822
PROP SSMH-4 - STA:11+00.00 COMMUPROP SSMH-2 - STA:12+00.00
rn 2599.50RIM 2599.60RIM
2589.501E O u u u u588. 01EOIOUT Q
IN-
2589.401E OUTL3 \
W 3 N 30 N
4 42 19 Z 1949 SO FT19 42
J FR 2600.35 ±�
14 M 24 M W
V) N 1770 SO FT 2632 SO FT '^ v! ro 29
FF: 2600.25 ±1 FF: 2600.25 ± `1l 1609 SO FT N
1 FF: 2600.50
3 61 L J 3
-6-T 62
f3 1555 SO FTN � u
N FF 2600 40 ± J Lo 155425 N N 1575 SO FT
cli
SO FT N FF: 2600.65 ±
FF 2600.40 ± -�
PROP SSMH-5 STA:10+00.00
2600.10RIM
2589.901E
12 27
3 2085 SO FT N 26 2103 SO FT
FF: 2600.55 ± 1727 SO FT 31 FF 2600.80
FF: 2600.55 ±
16
i
I
E BADLEY AVE - - - - - - - - - -
I
-- -- -- -- -- -- -- -- -- -- - --- -- -- -- --
CONNECT TO EXISTING
I I SEWER MANHOLE
I I
I
16
coLo
GENERAL NOTES:
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE
WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR E FAIRVIEW AVE
PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF
MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWCillifill
(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE I
iiiii
REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT
(ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO
TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT
OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING
STANDARDS OR SPECIFICATIONS.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS
AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10)
FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN
- - AND NON -POTABLE WATER MAIN TO CROSS WITH LESS
THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE PHASE 2
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH
SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING I cr NOT APART
WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF I w
THE WASTEWATER RULES (IDAPA 58.01.16). Z
3. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH
SURFACE AND/OR SUBSURFACE FACILITIES.
4. FOR ALL RESIDENTIAL AND NEW NONRESIDENTIAL
CONSTRUCTION THE LOWEST FLOOR ELEVATION OF ANY
STRUCTURE, INCLUDING BASEMENTS, OR
MOBILE/MANUFACTURED HOMES, SHALL BE ELEVATED TO I PHASE 1 I
THE FLOOD PROTECTION ELEVATION OF NO LESS THAN TWO
(2) FEET ABOVE THE BASE FLOOD ELEVATION.
5. THE PROPOSED FINISH FLOOR (FF) ELEVATIONS SHOWN ARE I HIS SHEET
APPROXIMATELY TWO (2) FEET ABOVE THE BASE FLOOD I ❑ I
ELEVATIONS. PRIOR TO SUBMITTING A FLOODPLAIN
DEVELOPMENT PERMIT APPLICATION THE APPLICANT SHALL
CONTACT THE CITY FLOODPLAIN ADMINISTRATOR IN ORDER LE BADLEY AVE
TO DETERMINE THE BASE FLOOD ELEVATIONS. FEMA
ELEVATION CERTIFICATES SHALL BE FILED FOR EACH
BUILDING THAT FALLS WITHIN ZONE AE. �- -
KEY MAP
NOT TO SCALE
SEWER DATA TABLE
® LENGTH BEARING SLOPE NOTE
O1 200.00' N00'28'05"E 0.40% 8" PVC TYPE SDR-35
< 125.00' N00`28'05"E 0.40% 8" PVC TYPE SDR-35
O3 172.00' N89.31'55"W 0.41% 8" PVC TYPE SDR-35
O4 100.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
O 125.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
57
W Q 16946SQFT N PROPOSED 8" 43
Cn- III SEWER LINE B v WATER MAIN
S O S /� S SO FT
31
'' S822
PROP SSMH-4 - STA:11+00.00 COMMUPROP SSMH-2 - STA:12+00.00
rn 2599.50RIM 2599.60RIM
2589.501E O u u u u588. 01EOIOUT Q
IN-
2589.401E OUTL3 \
W 3 N 30 N
4 42 19 Z 1949 SO FT19 42
J FR 2600.35 ±�
14 M 24 M W
V) N 1770 SO FT 2632 SO FT '^ v! ro 29
FF: 2600.25 ±1 FF: 2600.25 ± `1l 1609 SO FT N
1 FF: 2600.50
3 61 L J 3
-6-T 62
f3 1555 SO FTN � u
N FF 2600 40 ± J Lo 155425 N N 1575 SO FT
cli
SO FT N FF: 2600.65 ±
FF 2600.40 ± -�
PROP SSMH-5 STA:10+00.00
2600.10RIM
2589.901E
12 27
3 2085 SO FT N 26 2103 SO FT
FF: 2600.55 ± 1727 SO FT 31 FF 2600.80
FF: 2600.55 ±
16
i
I
E BADLEY AVE - - - - - - - - - -
I
-- -- -- -- -- -- -- -- -- -- - --- -- -- -- --
CONNECT TO EXISTING
I I SEWER MANHOLE
I I
I
16
coLo
GENERAL NOTES:
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE
WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR E FAIRVIEW AVE
PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF
MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWCillifill
(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE I
iiiii
REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT
(ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO
TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT
OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING
STANDARDS OR SPECIFICATIONS.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS
AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10)
FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN
- - AND NON -POTABLE WATER MAIN TO CROSS WITH LESS
THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE PHASE 2
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH
SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING I cr NOT APART
WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF I w
THE WASTEWATER RULES (IDAPA 58.01.16). Z
3. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH
SURFACE AND/OR SUBSURFACE FACILITIES.
4. FOR ALL RESIDENTIAL AND NEW NONRESIDENTIAL
CONSTRUCTION THE LOWEST FLOOR ELEVATION OF ANY
STRUCTURE, INCLUDING BASEMENTS, OR
MOBILE/MANUFACTURED HOMES, SHALL BE ELEVATED TO I PHASE 1 I
THE FLOOD PROTECTION ELEVATION OF NO LESS THAN TWO
(2) FEET ABOVE THE BASE FLOOD ELEVATION.
5. THE PROPOSED FINISH FLOOR (FF) ELEVATIONS SHOWN ARE I HIS SHEET
APPROXIMATELY TWO (2) FEET ABOVE THE BASE FLOOD I ❑ I
ELEVATIONS. PRIOR TO SUBMITTING A FLOODPLAIN
DEVELOPMENT PERMIT APPLICATION THE APPLICANT SHALL
CONTACT THE CITY FLOODPLAIN ADMINISTRATOR IN ORDER LE BADLEY AVE
TO DETERMINE THE BASE FLOOD ELEVATIONS. FEMA
ELEVATION CERTIFICATES SHALL BE FILED FOR EACH
BUILDING THAT FALLS WITHIN ZONE AE. �- -
KEY MAP
NOT TO SCALE
SEWER DATA TABLE
® LENGTH BEARING SLOPE NOTE
O1 200.00' N00'28'05"E 0.40% 8" PVC TYPE SDR-35
< 125.00' N00`28'05"E 0.40% 8" PVC TYPE SDR-35
O3 172.00' N89.31'55"W 0.41% 8" PVC TYPE SDR-35
O4 100.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
O 125.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
16
i
I
E BADLEY AVE - - - - - - - - - -
I
-- -- -- -- -- -- -- -- -- -- - --- -- -- -- --
CONNECT TO EXISTING
I I SEWER MANHOLE
I I
I
16
coLo
GENERAL NOTES:
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE
WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR E FAIRVIEW AVE
PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF
MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWCillifill
(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE I
iiiii
REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT
(ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO
TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT
OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING
STANDARDS OR SPECIFICATIONS.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS
AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10)
FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN
- - AND NON -POTABLE WATER MAIN TO CROSS WITH LESS
THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE PHASE 2
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH
SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING I cr NOT APART
WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF I w
THE WASTEWATER RULES (IDAPA 58.01.16). Z
3. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH
SURFACE AND/OR SUBSURFACE FACILITIES.
4. FOR ALL RESIDENTIAL AND NEW NONRESIDENTIAL
CONSTRUCTION THE LOWEST FLOOR ELEVATION OF ANY
STRUCTURE, INCLUDING BASEMENTS, OR
MOBILE/MANUFACTURED HOMES, SHALL BE ELEVATED TO I PHASE 1 I
THE FLOOD PROTECTION ELEVATION OF NO LESS THAN TWO
(2) FEET ABOVE THE BASE FLOOD ELEVATION.
5. THE PROPOSED FINISH FLOOR (FF) ELEVATIONS SHOWN ARE I HIS SHEET
APPROXIMATELY TWO (2) FEET ABOVE THE BASE FLOOD I ❑ I
ELEVATIONS. PRIOR TO SUBMITTING A FLOODPLAIN
DEVELOPMENT PERMIT APPLICATION THE APPLICANT SHALL
CONTACT THE CITY FLOODPLAIN ADMINISTRATOR IN ORDER LE BADLEY AVE
TO DETERMINE THE BASE FLOOD ELEVATIONS. FEMA
ELEVATION CERTIFICATES SHALL BE FILED FOR EACH
BUILDING THAT FALLS WITHIN ZONE AE. �- -
KEY MAP
NOT TO SCALE
SEWER DATA TABLE
® LENGTH BEARING SLOPE NOTE
O1 200.00' N00'28'05"E 0.40% 8" PVC TYPE SDR-35
< 125.00' N00`28'05"E 0.40% 8" PVC TYPE SDR-35
O3 172.00' N89.31'55"W 0.41% 8" PVC TYPE SDR-35
O4 100.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
O 125.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
SEWER DATA TABLE
® LENGTH BEARING SLOPE NOTE
O1 200.00' N00'28'05"E 0.40% 8" PVC TYPE SDR-35
< 125.00' N00`28'05"E 0.40% 8" PVC TYPE SDR-35
O3 172.00' N89.31'55"W 0.41% 8" PVC TYPE SDR-35
O4 100.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
O 125.00' N00°28'05"E 0.40% 8" PVC TYPE SDR-35
261 2610
260 2600
259 2590
258 2580
10+00 10+50 11+00 11+150 12+00 12+50 13+00 13+50
261 2610 261 2610
260 2600 260 2600
259 2590 259 2590
258 2580 258 2580
10+00 10+50 11+00 11+50 12+00 10+00 10+50 11+00 11+50 12+00 12+50
C1.1
PRELIMINARY SEWER PROFILES
ELM GROVE PROJECT - PHASE 1
403 E FAIRVIEW AVE, MERIDIAN, ID 83642
Civil Engineering T (208) 918-4859
Nasland Consulting 910Main Street, Ste. 314
Boise, ID 83702
Land Planning nasland.com
NE JOB #320-078.1
REVISION DATE BY REVISION DATE BY
ORIGINAL 0210912022 MN
NOTE PLAN DATE IDENTIFIER O
DAIS OF LAST CHANCE M THIS PLAN 20 0 20 40 60 80
REFER TO SHEET C1.0 FOR SEWER DATA TABLES AND ADDITIONAL INFORMATION. DATE xoTH BY. MN
DATE OF THIS PLOT
02/09/2022
SCALE 1" = 20'
I
2
N
x
w
o
o..z
~
o
STA. 12+00.00 � PROP SSMH-2
o
� -
2599.60RIM
STA. 13+25.00 � PROP SSMH-3
o
� w w
2588.701E IN
2598.90RIM
o
N o� �
2588.601E OUT
2589.201E OUT
PROP
FINISHED SURFACE
rn��
EX SURFACE
ABANDONED DRAINAGE
DITCH)
2
1
SEWER LINE A
HORZ SCALE: 1"=20'
VERT SCALE: 1 "=4'
�
H
N �
N� W W
N
O 0 0
(n � 0�
doiaioi
ornroo�
aoiaoDo
OOTDpap
d
N N N PROP
FINISHED SURFACE
d N N N
EX SURFACE
ABANDONED
DRAINAGE DITCH
3
SEWER LINE B
HORZ SCALE: 1"=20'
VERT SCALE: 1"=4'
STA. 10+00.00 � PROP SSMH-5
STA. 11+00.00 � PROP SSMH-4
2600.10RIM
2599.50RIM STA. 12+25.00 � PROP SSMH-6
2589.901E OUT
2589.501E IN 2598.90RIM
2589.401E OUT 2590.001E OUT
PROP FINISHED
SURFACE
EX SURFACE
ABANDONED DRAINAGE DITCH)
\
4
5
SEWER LINE C
HORZ SCALE: 1"=20'
VERT SCALE: 1"=4'