PZ - Preliminary PlatSEC C IND N BOULEVARD AND CINDER ROAD
MERIDIAN, IDAHO 83646
GENERAL NOTES
A. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN
EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
B. ANY RE-SUBDIVIONS OF THIS PLAT OR PORTIONS OF THEREOF SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN
EFFECT AT THE TIME OF THE RE -SUBDIVISION.
C. ALL LOTS WITHIN THE SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. PROPOSED
SEWER MAINS PROVIDING SERVICE TO THE SUBDIVISION SHALL CONNECT TO EXISTING CITY OF MERIDIAN SEWER MAINS.
D. ALL LOTS WITHIN THE SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CITY OF MERIDIAN. PROPOSED
DOMESTIC WATER MAINS PROVIDING SERVICE TO THE SUBDIVISION SHALL CONNECT TO EXISTING CITY OF MERIDIAN SEWER MAINS.
E. A PRESSURIZED IRRIGATION SYSTEM TO BE OWNED AND OPERATED BY THE DEVELOPER WILL BE INSTALLED TO SERVE THE LOTS.
F. SURFACE STORM WATER DRAINAGE SHALL BE MANAGED ON-SITE PER CITY OF MERIDIAN REQUIREMENTS. EASEMENTS SHALL REMAIN
FREE OF ALL ENCROACHMENTS AND BARRIERS WHICH MAY ADVERSELY AFFECT DRAINAGE OR OPERATION AND MAINTENANCE OF
THE DRAINAGE FACILITY (INCLUDING FENCES AND TREES).
G. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISIONS
REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR
AS SHOWN ON THIS PLAT.
H. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: NO AGRICULTURAL
OPERATION OR APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN
OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1)
YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF
THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY
AGRICULTURAL OPERATION OR APPURTENANCE TO IT.
PROJECT SITE INFORMATION
PROJECT IS LOCATED ON 78.12 ACRES f IN A PORTION OF THE NORTH 2 OF THE NW 4 OF SECTION 25, TOWNSHIP 4 NORTH, RANGE
1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO.
SITE INFORMATION ABOVE IS FROM FOX LAND SURVEYS, INC. TITLED "TOPOGRAPHIC SURVEY FOR CSHQA A PORTION OF THE NORTH 2
OF THE NW ' OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO. " DATED
JULY, 2007.
VICINITY MAP
(NOT TO SCALE)
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^ EXISTING CONDITIONS/OVERALL
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EASEMENT LINE ®/ ® CATCH BASIN
1, FINISH GRADE CONTOUR (MAJOR) OIL WATER SEPARATOR
1001 FINISH GRADE CONTOUR (MINOR) > HEADWALL
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SEC C IND N BOULEVARD AND CINDER ROAD
MERIDIAN, IDAHO 83646
GENERAL NOTES
A. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN
EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
B. ANY RE-SUBDIVIONS OF THIS PLAT OR PORTIONS OF THEREOF SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN
EFFECT AT THE TIME OF THE RE -SUBDIVISION.
C. ALL LOTS WITHIN THE SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. PROPOSED
SEWER MAINS PROVIDING SERVICE TO THE SUBDIVISION SHALL CONNECT TO EXISTING CITY OF MERIDIAN SEWER MAINS.
D. ALL LOTS WITHIN THE SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CITY OF MERIDIAN. PROPOSED
DOMESTIC WATER MAINS PROVIDING SERVICE TO THE SUBDIVISION SHALL CONNECT TO EXISTING CITY OF MERIDIAN SEWER MAINS.
E. A PRESSURIZED IRRIGATION SYSTEM TO BE OWNED AND OPERATED BY THE DEVELOPER WILL BE INSTALLED TO SERVE THE LOTS.
F. SURFACE STORM WATER DRAINAGE SHALL BE MANAGED ON-SITE PER CITY OF MERIDIAN REQUIREMENTS. EASEMENTS SHALL REMAIN
FREE OF ALL ENCROACHMENTS AND BARRIERS WHICH MAY ADVERSELY AFFECT DRAINAGE OR OPERATION AND MAINTENANCE OF
THE DRAINAGE FACILITY (INCLUDING FENCES AND TREES).
G. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISIONS
REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR
AS SHOWN ON THIS PLAT.
H. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: NO AGRICULTURAL
OPERATION OR APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN
OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1)
YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF
THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY
AGRICULTURAL OPERATION OR APPURTENANCE TO IT.
PROJECT SITE INFORMATION
PROJECT IS LOCATED ON 78.12 ACRES f IN A PORTION OF THE NORTH 2 OF THE NW 4 OF SECTION 25, TOWNSHIP 4 NORTH, RANGE
1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO.
SITE INFORMATION ABOVE IS FROM FOX LAND SURVEYS, INC. TITLED "TOPOGRAPHIC SURVEY FOR CSHQA A PORTION OF THE NORTH 2
OF THE NW ' OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO. " DATED
JULY, 2007.
VICINITY MAP
(NOT TO SCALE)
L —
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DRAWING INDEX
CONTACT INFORMATION
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CIVIL
^ EXISTING CONDITIONS/OVERALL
CSHQA
200 BROAD ST.
BOISE, IDAHO 83702
PHONE: (208)-343-4635
FAX: (208)-343-1858
CONTACT: JEFF WARD
EMAIL: JEFF.WARD@CSHQA.COM
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200 BROAD ST.
BOISE, IDAHO 83702
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ASEMENT ---W - -- W o W W W N—� W �' Sg /' / r 1 IIl
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SHEET TI TLE
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WEST SITE PLAN
NORTH T=50' SHEET
0 25 50 100 150 200
SCALE IN FEET
p p 11
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36' x 48'
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SETBACK — � I
— — — — — — — — — — — — — — — — — — — —
1
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DEVELOPMENT i � �
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CONSTRUCTED IN THIS AREA
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EAST SITE PLAN
NORTH Tm50'
0 25 50 100 150 200
SCALE IN FEET
GENERAL NOTES
A. SEE SHEET P20 FOR PARCEL LAYOUT.
B. SEE SHEET 1-1.0 FOR LANDSCAPE PLANS.
C. A 20' WIDE EASEMENT SHALL BE GRANTED TO THE CITY OF MERIDIAN FOR ALL
WATER AND SEWER MAINS OUTSIDE THE PUBLIC RIGHT OF WAY.
D. THE PROPOSED IMPROVEMENTS SHOWN ARE CONCEPTUAL. PRIOR TO
CONSTRUCTION, DETAILED ENGINEERING PLANS, REPORTS AND SUPPORTING
INFORMATION MUST BE PREPARED FOR REVIEW AND APPROVAL BY AGENCIES
HAVING JURISDICTION.
PROJECT SUMMARY
CURRENT ZONING: RUT
PROPOSED ZONING: CC & R-8
DIMENSIONAL STANDARDS:
COMMERCIAL:
FRONT SETBACK: 0'
REAR SETBACK: 0'
INTERIOR SIDE SETBACK: 0'
LANDSCAPE BUFFER TO RESIDENTIAL USE: 25'
R-8:
FRONT SETBACK: 20' (GARAGE), 10' (LIVING AREA)
REAR SETBACK: 12'
INTERIOR SIDE SETBACK: 5'
STREET LANDSCAPE BUFFER: 20' (COLLECTOR)
PARKING SETBACKS:
ARTERIAL: 25'
LAND AREA:
COMMERCIAL (CC): 55.08 ACRES
FUTURE RESIDENTIAL: 16.74 ACRES
ROW AREA: 6.31 ACRES
TOTAL AREA: 78.13 ACRES t
BUILDING AREA: 526,150 sq ft. ±
PARKING:
REQUIRED STALLS: 1053±
PROVIDED STALLS: 1868
REQUIRED ADA ACCESSIBLE: 29
PROVIDED ADA ACCESSIBLE: 38
O SHEET NOTES:
1. PROPOSED 6" VERTICAL CURB AND GUTTER (TYP).
2. PROPOSED SIDEWALK (TYP).
3. PROPOSED WATER SERVICE.
4. PROPOSED SANITARY SEWER SERVICE.
5. NOT USED.
6. PROPOSED FIRE HYDRANT.
LEGEND:
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DATE
07142
01-04-18
DRAWN
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JPN
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SHEET TITLE
EAST
SITE
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ORIGINAL SHEET SIZE
36' x 48'
T 4 I/S H6M i IIF
1 PRELIMINARY PLAT PARCEL MAP
NORTH TOM'
SCALE IN FEET
GENERAL NOTES
A. BLOCK 1 IS NORTH OF THE PROPOSED NEW ROW, BLOCK 2 IS THE 3 PARCELS SOUTH OF THE PROPOSED NEW ROW.
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PARCEL SUMMARY
PARCEL
BLOCK 1 LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
BLOCK 1 SUBTOTAL
BLOCK 2 LLOT
BLOCK 2 SUBTOTAL
ROW DEDICATION
TOTAL
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AREA (SF)
AREA (ACRES)
105,139
2.41
350,878
8.06
55,613
1.28
102,060
2.34
55,457
1.27
60,745
1.39
55,258
1.27
44,867
1.03
63,418
1.46
65,112
1.49
70,569
1.62
198,186
4.55
379,728
8.72
564,741
12.96
75,514
1.73
66,019
1.52
2,313,304
53.11
14,967
0.34
85,945
1.97
713,875
16.39
814,788
18.70
275,114
8.32
3,403,206
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07142
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SHEET TITLE
PRELIMINARY
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36' x 46'
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INN
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W
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STA :11+55
34
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EXISTING
GRADE
8" PVC
@ 0.569
Lu
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RIM:
572.68
PROJECT
DATE
07142
01-04-18
9 LFt
DRAWN
CHECKED
JPN
JTW
INV
:2568.21
8 PVC
SHEET TITLE
SEWER PLAN
AND PROFILE
LINE A
LFt of
PV @
0.409
SHEET
PP31
ORIGNAL SFEET SIZE
36' x 46'
`
17
INV 0
:2568:11
8" PVC
63 LFt
f ✓i' PVC
®0.40%
SSMH A9
STA 13+9
173 LF
of 8'
VC @ 0.4
%
SSMH A8
STA:12+1
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RIM:2574.19
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RIM:2572
8
INV N23A/o
In
-VC
I
INV IN:25
8.96 8"
PVC
INV OUT:
569.65 8
PVC
INV OUT:
568.86 8'
PVC
2
2
O0 9.50
10
00 "0150
11100
11,50
12
00 12+50
13
00 13
50 14
00 14+50
15
00 15+50
16
00 16+3:
4 SS LINE A PROFILE STA: 9+00 - 16+29
SCALE: 1"=40' HORIZ, 1"=4' VERTICAL
575
570
565
562
41:.
570
565
2562
0+00
GENERAL NOTES
A. THE PROPOSED IMPROVEMENTS AS SHOWN ARE CONCEPTUAL. THEY SHOW ONE
WAY IN WHICH NECESSARY SANITARY SEWER, POTABLE WATER, AND
PRESSURIZED IRRIGATION CAN BE CONSTRUCTED IN ORDER TO SERVE THE
PROPOSED DEVELOPMENT. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING
PLANS, REPORTS AND SUPPORTING INFORMATION MUST BE PREPARED FOR
REVIEW AND APPROVAL BY AGENCIES HAVING JURISDICTION.
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DATE
07142
01-04-18
DRAWN
CHECKED
JPN
JTW
REVISED
SHEET TITLE
SEWER PLAN
AND PROFILE
LINE A
SHEET
PP31
ORIGNAL SFEET SIZE
36' x 46'
1+25
25
25
25
25
25
2"00
i
\ 3 00
SSMH B2 - - ------
STA.5+95.22 J
RIM:2573.31
�INV IN.2556.04 8" PVC
L:_ + 4+00 5+00 INV OUT:2565.94 8' PVC
SS -+-SS SS SS tSS 9S SSS
w -- - - - -- - -_
SSMH B1
STA.2+74.56 o
RIM:2573.86 I� W, W W wf�-W-
INV IN:2564.65 8" PVC --- I
INV IN:2564.65 8' PVC F\
INV OUT. -2564.
55 T PVC j
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1'
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1" = 40'
0 20 40 80 160 240
SCALE IN FEET
-
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SSMH B3 I
STA 1+27.57
RIM'. 2574.52
ffINVOUT:2566.38 8 PVCV IN.2566.48 8
PVC w j+`
SSMH B4
STA:7+50.60
RIM:2575.35
SSMH 85
STA 10+87.56
RIM:2574.90
INV IN:2568.31 8" PVC
V OUT:2568.21 8" PVC
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INV IN.2566.86 8 PVC 8180- 9+00 10+00
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SSMH 4 SSMH B5
SSMH B3 STA.7+ 0.60 STA 10+87.56
RIM 25 5.35 R114:2574+90
SSMH AT SSMH E 1 FINISHED GRADE SSMH B RIM 25 74.52 INV IN 2566.86. " PVC INV I112568. 1 T PVC
STA 1- 27.57 STA:2+ 4.56 STA 5+9 .22 INV IN 2566.48 " PVC INV 00:2566.7 8" PVC INV UL2568. 1 8" PVC
RIM:2 74.62 RIM 257 .86 RIM :257 .31 INV Of T:2566.3 T PVC
INV :2563.97 8" PVC INV IN: 564.65 PVC INV IM2566.04 8 PVC
INV :2563.97 8" PVC INV IN: 564.65 PVC INV OU :2565.94 8" PVC
INV 0 L2563.8 8" PVC INV OU :2564.55 T PVC o{ g" VC @ 0. %.
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21 LF± 55- 8" PVC I
LF± of 8" PVC 0.40%
147 LF± of 8' PVC @ .40%
i
1+25 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10 00 10 50 11A
2 SS LINE B PROFILE STA: 0+00 - 11+00
SCALE: 1"=40' HORIZ, T=4' VERTICAL
W IN I,W Yu- H -w-w
SS -H --SS ISS SS SS=TSS S9 SSSS SSI
s 37+ee i !nn
14+00 -- 4+00-1 13+
SSMH B7 SSMH B6 - -
STA:16+37.28
STA 3+40.81
RIM:2576.50 �RIM:2576.19
INV OUT:2570.61 8' PVC INV IN 2570,01 8" PVC
INV OUT 2569.91 8" PVC
2581
257:
2571
256:
256;
1
SSE LINE B PLAN STA: 11+00 - 16+37
0 60 2.1c
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SS SSSS SS
1-2+00
SSMH B5
STA, 10+87.56
11 RIM:2574,90
11 V1 IN 2568,31 8" PVC
IN OUL2568.21 8' PVC
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FINISHED GRADE
S MH B7
S :i6+37.2 3
RI :2576.50 _ __ -----
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--- S MH B6
S :3+40.81
RI :2576.19
IN IN:2570. 1 B" PV
150 LF± f 8" PV @ 0.40% OUT:256 .91 8" C
00 LF± f 8" PVC @ 0.40 ,
I
6+40 16 00 15 50 15-00 14+50 14+00 13.50 13+00 12 50 12+00 11 50 Ili
SS LINE B PROFILE STA: 11+00 - 16+37
SCALE: T=40' HORIZ, 1"=4' VERTICAL
W W W W- -W W w
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SS--I-SS SS SS -FSS SS SS Sss-ssS-SS-+SST-RI
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STA :2+74.56
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INV IN 256465 8" PVC
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INV IN 2564.65 8" PVC +74.56
INV OUT256455 8" PVC 576.68
N^ 5 SSSCALE LINE C PLAN STA: 0+00 - 16+37
0 20 40 80 160 2Lo
SCALE IN FEET
257:
2571
256
256
INV IN:2566.35 8" PVC
INV OUT:2566.25 8" PVC
GENERAL NOTES
A. THE PROPOSED IMPROVEMENTS AS SHOWN ARE CONCEPTUAL. THEY SHOW ONE
WAY IN WHICH NECESSARY SANITARY SEWER, POTABLE WATER, AND
PRESSURIZED IRRIGATION CAN BE CONSTRUCTED IN ORDER TO SERVE THE
PROPOSED DEVELOPMENT. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING
PLANS, REPORTS AND SUPPORTING INFORMATION MUST BE PREPARED FOR
REVIEW AND APPROVAL BY AGENCIES HAVING JURISDICTION.
STA:8+91.38
RIM:2577.52
NV OUT:2567.65 8' PVC
s+oo
2580
FINISHED GRADE
- - 2
EXISTING GRADE SSMH C2
{ SSMH 7 A:8+91. 8
I STA:6+
INV IN 2564.65 PVC 4.56 IM:2577. 2
SSMH 1 \�� NV IN:6566.35 PVC
STA 2+ 4.56 INV 0 T:2566.2 8" PVC
RIM:25 3.86
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INV IN 2584.65 PVC
INV 0 T:2564.5 8" PVC
2 7 LF± o
400 F± of 8" PVC ® .40%
2+65 3+00 3 -
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6 SS LINE C PROFILE STA: 0+00 - 16+37
SCALE: 1"=40' HORIZ, 1"=4' VERTICAL
575
570
2565
2562
6+00 6+50 7+00 7+50 8+00 8+50 9+00
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PROJECT DATE
07142 01-04-18
DRAWN CHECKED
JPN JPN
REVISED
SHEET TITLE
SEWER PLAN
AND PROFILE
LINE B & C
SHEET
PP32
ORIG AL SFEET SIZE
36'x46'
2 SS LINE B PROFILE STA: 0+00 - 11+00
SCALE: 1"=40' HORIZ, T=4' VERTICAL
W IN I,W Yu- H -w-w
SS -H --SS ISS SS SS=TSS S9 SSSS SSI
s 37+ee i !nn
14+00 -- 4+00-1 13+
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STA:16+37.28
STA 3+40.81
RIM:2576.50 �RIM:2576.19
INV OUT:2570.61 8' PVC INV IN 2570,01 8" PVC
INV OUT 2569.91 8" PVC
2581
257:
2571
256:
256;
1
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0 60 2.1c
E FEET
SS SSSS SS
1-2+00
SSMH B5
STA, 10+87.56
11 RIM:2574,90
11 V1 IN 2568,31 8" PVC
IN OUL2568.21 8' PVC
I
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FINISHED GRADE
S MH B7
S :i6+37.2 3
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--- S MH B6
S :3+40.81
RI :2576.19
IN IN:2570. 1 B" PV
150 LF± f 8" PV @ 0.40% OUT:256 .91 8" C
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I
6+40 16 00 15 50 15-00 14+50 14+00 13.50 13+00 12 50 12+00 11 50 Ili
SS LINE B PROFILE STA: 11+00 - 16+37
SCALE: T=40' HORIZ, 1"=4' VERTICAL
W W W W- -W W w
t---------------�tDfL-------------------------------fitGa...---------------'---- _StDO-----
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STA :2+74.56
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INV IN 256465 8" PVC
C1
INV IN 2564.65 8" PVC +74.56
INV OUT256455 8" PVC 576.68
N^ 5 SSSCALE LINE C PLAN STA: 0+00 - 16+37
0 20 40 80 160 2Lo
SCALE IN FEET
257:
2571
256
256
INV IN:2566.35 8" PVC
INV OUT:2566.25 8" PVC
GENERAL NOTES
A. THE PROPOSED IMPROVEMENTS AS SHOWN ARE CONCEPTUAL. THEY SHOW ONE
WAY IN WHICH NECESSARY SANITARY SEWER, POTABLE WATER, AND
PRESSURIZED IRRIGATION CAN BE CONSTRUCTED IN ORDER TO SERVE THE
PROPOSED DEVELOPMENT. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING
PLANS, REPORTS AND SUPPORTING INFORMATION MUST BE PREPARED FOR
REVIEW AND APPROVAL BY AGENCIES HAVING JURISDICTION.
STA:8+91.38
RIM:2577.52
NV OUT:2567.65 8' PVC
s+oo
2580
FINISHED GRADE
- - 2
EXISTING GRADE SSMH C2
{ SSMH 7 A:8+91. 8
I STA:6+
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SSMH 1 \�� NV IN:6566.35 PVC
STA 2+ 4.56 INV 0 T:2566.2 8" PVC
RIM:25 3.86
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INV 0 T:2564.5 8" PVC
2 7 LF± o
400 F± of 8" PVC ® .40%
2+65 3+00 3 -
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6 SS LINE C PROFILE STA: 0+00 - 16+37
SCALE: 1"=40' HORIZ, 1"=4' VERTICAL
575
570
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6+00 6+50 7+00 7+50 8+00 8+50 9+00
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PROJECT DATE
07142 01-04-18
DRAWN CHECKED
JPN JPN
REVISED
SHEET TITLE
SEWER PLAN
AND PROFILE
LINE B & C
SHEET
PP32
ORIG AL SFEET SIZE
36'x46'
SS LINE B PROFILE STA: 11+00 - 16+37
SCALE: T=40' HORIZ, 1"=4' VERTICAL
W W W W- -W W w
t---------------�tDfL-------------------------------fitGa...---------------'---- _StDO-----
SS--I-SS SS SS -FSS SS SS Sss-ssS-SS-+SST-RI
9S III, S SS SS
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STA :2+74.56
7ZIM2573-E____-_____-__-_
INV IN 256465 8" PVC
C1
INV IN 2564.65 8" PVC +74.56
INV OUT256455 8" PVC 576.68
N^ 5 SSSCALE LINE C PLAN STA: 0+00 - 16+37
0 20 40 80 160 2Lo
SCALE IN FEET
257:
2571
256
256
INV IN:2566.35 8" PVC
INV OUT:2566.25 8" PVC
GENERAL NOTES
A. THE PROPOSED IMPROVEMENTS AS SHOWN ARE CONCEPTUAL. THEY SHOW ONE
WAY IN WHICH NECESSARY SANITARY SEWER, POTABLE WATER, AND
PRESSURIZED IRRIGATION CAN BE CONSTRUCTED IN ORDER TO SERVE THE
PROPOSED DEVELOPMENT. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING
PLANS, REPORTS AND SUPPORTING INFORMATION MUST BE PREPARED FOR
REVIEW AND APPROVAL BY AGENCIES HAVING JURISDICTION.
STA:8+91.38
RIM:2577.52
NV OUT:2567.65 8' PVC
s+oo
2580
FINISHED GRADE
- - 2
EXISTING GRADE SSMH C2
{ SSMH 7 A:8+91. 8
I STA:6+
INV IN 2564.65 PVC 4.56 IM:2577. 2
SSMH 1 \�� NV IN:6566.35 PVC
STA 2+ 4.56 INV 0 T:2566.2 8" PVC
RIM:25 3.86
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INV IN 2584.65 PVC
INV 0 T:2564.5 8" PVC
2 7 LF± o
400 F± of 8" PVC ® .40%
2+65 3+00 3 -
Su 4+00 4+50 5+00 5+50
6 SS LINE C PROFILE STA: 0+00 - 16+37
SCALE: 1"=40' HORIZ, 1"=4' VERTICAL
575
570
2565
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6+00 6+50 7+00 7+50 8+00 8+50 9+00
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PROJECT DATE
07142 01-04-18
DRAWN CHECKED
JPN JPN
REVISED
SHEET TITLE
SEWER PLAN
AND PROFILE
LINE B & C
SHEET
PP32
ORIG AL SFEET SIZE
36'x46'
2+65 3+00 3 -
Su 4+00 4+50 5+00 5+50
6 SS LINE C PROFILE STA: 0+00 - 16+37
SCALE: 1"=40' HORIZ, 1"=4' VERTICAL
575
570
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6+00 6+50 7+00 7+50 8+00 8+50 9+00
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PROJECT DATE
07142 01-04-18
DRAWN CHECKED
JPN JPN
REVISED
SHEET TITLE
SEWER PLAN
AND PROFILE
LINE B & C
SHEET
PP32
ORIG AL SFEET SIZE
36'x46'
SSMH D1 SSMH D2
STA:0+00.00 STA:2+61.34
RIM:2578.58 RIM:2577.37
INV IN:2562.76 8" PVC INV IN2563.91 8" PVC
INV OUT:2563.81 8" PVC
1+00PI PI - - 2+00- P! -
ss -+-ss ss ss -I-ss ssl ss -
SS LINE D PLAN STA: 0+00 - 9+50
eoa�x 1' = 40'
0 20 40 80 160 240
SCALE IN FEET
2581
257:
2571
256:
QT
SSMH D4
STA:6+51.30
RIM :2578.66
NV IN 2565.67 8" PVC
INV OUT256557 8" PVC
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INV IN:2564.50 8" PVC
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STA:6+94.92
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INV IN:2555.94 8" PVC
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18.58
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07142
01-04-18
DRAWN
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26
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0.409
123
409
SEWER PLAN
AND PROFILE
LINE D
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ORI(3WAL SFEET SIZE
36' x 48'
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MT -3
257
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256
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GENERAL NOTES
A. THE PROPOSED IMPROVEMENTS AS SHOWN ARE CONCEPTUAL. THEY SHOW ONE
WAY IN WHICH NECESSARY SANITARY SEWER, POTABLE WATER, AND
PRESSURIZED IRRIGATION CAN BE CONSTRUCTED IN ORDER TO SERVE THE
PROPOSED DEVELOPMENT. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING
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DATE
07142
01-04-18
DRAWN
CHECKED
JPN
JPW
REVISED
SHEET TITLE
SEWER PLAN
AND PROFILE
LINE D
SHEET
PP33
ORI(3WAL SFEET SIZE
36' x 48'
ROW
ROW
ROW
0.50'
6" VERTICAL CURB AND GUTTER ASPHALT AND BASE
0.50' RE: ACHD SUPPLEMENT TO
G SECTION PER GEOTECHNICAL
THE ISPWC SD -701. REPORT RECOMMENDATIONS.
TYPICAL 52' RESIDENTIAL SECTION
SCALE: NOT TO SCALE
`- 6" VERTICAL CURB AND GUTTER ASPHALT AND BASE
RE: ACHD SUPPLEMENT G SECTION PER GEOTECHNICAL
0.50 REPORT RECOMMENDATIONS.
THE ISPWC SO -701.
60' ROW COLLECTOR SECTION
SCALE: NOT TO SCALE
q
30.00'
00' 11.00' 11.00' 6.50' 6.50' 11.00' 11.00'
SW CUT
ME
BIKE TRAVEL TRAVEL DT kN � TRAVEL TRAVEL
18" OF 6" MINUS UNCRUSHED AGGREGATE BASE
6" OF 3/4" CRUSHED AGGREGATE BASE -
5" THICKNESS OF PLANT MIX PAVEMENT -
4 LINDER ROAD TYPICAL SECTION
SCALE: NOT TO SCALE
0.50'
5.00' 4.00'
LANDSCAPE STRIP 1.75%
CONCRETE SIDEWALK, -
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -709
6" VERTICAL CURB AND GUTTER
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -701.
0.50'
5.00' 4.00'
LANDSCAPE STRIP 1.75% f 0.25%
CONCRETE SIDEWALK, -
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -709
-6" VERTICAL CURB AND GUTTER
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -701.
0.50'
ANDSCAPE STRIP 1
CONCRETE SIDEWALK,
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -709
6" VERTICAL CURB AND GUTTER
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -701.
BIKE I I SUFFER
6" VERTICAL CURB AND GUTTER J 4" CONCRETE SIDEWALK
RE: ACHD SUPPLEMENT TO RE: ACED SUPPLEMENT TO
THE ISPWC SD -701. THE ISPWC SD -706.
2" OF 3/4" CRUSHED
AGGREGATE BASE
ROW
ROW
1.110
US 20/26 SECTION LINE ROW
EXISTING ROW
ma
ROW
5.00'
SIDEWALK
3
CHINDEN BLVD TYPICAL SECTION
SCALE: NOT TO SCALE
SITE LOCATION INFORMATION
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27.50'
0.50'
PROJECT IS LOCATED ON 78.12 ACRES i IN A PORTION OF THE NORTH � OF THE NW } OF SECTION 25, TOWNSHIP 4 NORTH, RANGE
1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO.
SITE INFORMATION ABOVE IS FROM FOX LAND SURVEYS, INC. TITLED "TOPOGRAPHIC SURVEY FOR CSHQA A PORTION OF THE NORTH }
OF THE NW # OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO. " DATED
JULY, 2007,
LYNX/DMG REAL CSHOA CSHQA CSHQA
4.00'
5.00'
17.50'
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17.50'
1.75% 3 0.25% LANDSCAPE STRIP
2.0%
2.0%
FAX: (208)-343-1858 FAX: (208)-343-1858 FAX: (208)-343-1858
1 0 �
CONCRETE
SIDEWALK,
LV Z Z
R-8:
RE: ACHD
SUPPLEMENT TO
U
REAR SETBACK: 12'
THE ISPWC
SD -709
INTERIOR SIDE SETBACK: 5'
STREET LANDSCAPE BUFFER: 20' (COLLECTOR)
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PARKING SETBACKS:
ASPHALT AND BASE
6'
VERTICAL CURB AND SUTTEE
SECTION PER GEOTECHNICAL
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0.50' RE
ACHD SUPPLEMENT TO
REPORT RECOMMENDATIONS.
H. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: NO AGRICULTURAL
THE ISPWC SD -701.
OPERATION OR APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN
TYPICAL 55'
RESIDENTIAL
SECTION
YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF
SCALE: NOT TO SCALE
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THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY
`- 6" VERTICAL CURB AND GUTTER ASPHALT AND BASE
RE: ACHD SUPPLEMENT G SECTION PER GEOTECHNICAL
0.50 REPORT RECOMMENDATIONS.
THE ISPWC SO -701.
60' ROW COLLECTOR SECTION
SCALE: NOT TO SCALE
q
30.00'
00' 11.00' 11.00' 6.50' 6.50' 11.00' 11.00'
SW CUT
ME
BIKE TRAVEL TRAVEL DT kN � TRAVEL TRAVEL
18" OF 6" MINUS UNCRUSHED AGGREGATE BASE
6" OF 3/4" CRUSHED AGGREGATE BASE -
5" THICKNESS OF PLANT MIX PAVEMENT -
4 LINDER ROAD TYPICAL SECTION
SCALE: NOT TO SCALE
0.50'
5.00' 4.00'
LANDSCAPE STRIP 1.75%
CONCRETE SIDEWALK, -
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -709
6" VERTICAL CURB AND GUTTER
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -701.
0.50'
5.00' 4.00'
LANDSCAPE STRIP 1.75% f 0.25%
CONCRETE SIDEWALK, -
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -709
-6" VERTICAL CURB AND GUTTER
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -701.
0.50'
ANDSCAPE STRIP 1
CONCRETE SIDEWALK,
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -709
6" VERTICAL CURB AND GUTTER
RE: ACHD SUPPLEMENT TO
THE ISPWC SD -701.
BIKE I I SUFFER
6" VERTICAL CURB AND GUTTER J 4" CONCRETE SIDEWALK
RE: ACHD SUPPLEMENT TO RE: ACED SUPPLEMENT TO
THE ISPWC SD -701. THE ISPWC SD -706.
2" OF 3/4" CRUSHED
AGGREGATE BASE
ROW
ROW
1.110
US 20/26 SECTION LINE ROW
EXISTING ROW
ma
ROW
5.00'
SIDEWALK
3
CHINDEN BLVD TYPICAL SECTION
SCALE: NOT TO SCALE
ZONING
SITE LOCATION INFORMATION
CONTACT INFORMATION
0
DEVELOPER/APPLICANT CML ENGINEER LANDSCAPE ARCHITECT ARCHITECTURE
PROJECT IS LOCATED ON 78.12 ACRES i IN A PORTION OF THE NORTH � OF THE NW } OF SECTION 25, TOWNSHIP 4 NORTH, RANGE
1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO.
SITE INFORMATION ABOVE IS FROM FOX LAND SURVEYS, INC. TITLED "TOPOGRAPHIC SURVEY FOR CSHQA A PORTION OF THE NORTH }
OF THE NW # OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO. " DATED
JULY, 2007,
LYNX/DMG REAL CSHOA CSHQA CSHQA
ESTATE PARTNERS, LLC 200 BROAD ST. 200 BROAD ST. 200 BROAD ST.
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2537 W STATE ST BOISE, ID 83702 BOISE, IDAHO 83702 BOISE, IDAHO 83702
208-577-8332 PHONE: (208)-343-4635 PHONE: (208)-343-4635 PHONE: (208)-343-4635
FAX: (208)-343-1858 FAX: (208)-343-1858 FAX: (208)-343-1858
1 0 �
ZONING
SITE LOCATION INFORMATION
CURRENT ZONING: RUT
0
PROPOSED ZONING. CC & R-8
PROJECT IS LOCATED ON 78.12 ACRES i IN A PORTION OF THE NORTH � OF THE NW } OF SECTION 25, TOWNSHIP 4 NORTH, RANGE
1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO.
SITE INFORMATION ABOVE IS FROM FOX LAND SURVEYS, INC. TITLED "TOPOGRAPHIC SURVEY FOR CSHQA A PORTION OF THE NORTH }
OF THE NW # OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO. " DATED
JULY, 2007,
DIMENSIONAL STANDARDS:
ZONING
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CURRENT ZONING: RUT
0
PROPOSED ZONING. CC & R-8
DIMENSIONAL STANDARDS:
COMMERCIAL:
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FRONT SETBACK: 0'
REAR SETBACK: 0'
INTERIOR SIDE SETBACK: 0'
1 0 �
LANDSCAPE BUFFER TO RESIDENTIAL USE: 25'
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R-8:
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FRONT SETBACK: 20' (GARAGE), 10' (LIVING AREA)
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REAR SETBACK: 12'
INTERIOR SIDE SETBACK: 5'
STREET LANDSCAPE BUFFER: 20' (COLLECTOR)
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PARKING SETBACKS:
ARTERIAL: 25'
PRELIMINARY PEAT GE
LINDER VILLAGE
A PORTION OF THE N 2 OF
THE NW 4, SECTION 25,
T. 4N, RAW, W, B.M.,
MERIDIAN, ADA COUNTY, IDAHO
2018
SHEET 1 OF 3
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GENERAL NOTES
0
DRAINAGE: N/A
A. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN
EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
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B. ANY RE-SUBDIVIONS OF THIS PLAT OR PORTIONS OF THEREOF SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN
EFFECT AT THE TIME OF THE RE -SUBDIVISION.
C. ALL LOTS WITHIN THE SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. PROPOSED
1 0 �
SEWER MAINS PROVIDING SERVICE TO THE SUBDIVISION SHALL CONNECT TO EXISTING CITY OF MERIDIAN SEWER MAINS.
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D. ALL LOTS WITHIN THE SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CITY OF MERIDIAN. PROPOSED
a 0
DOMESTIC WATER MAINS PROVIDING SERVICE TO THE SUBDIVISION SHALL CONNECT TO EXISTING CITY OF MERIDIAN SEWER MAINS,
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E. A PRESSURIZED IRRIGATION SYSTEM TO BE OWNED AND OPERATED BY THE DEVELOPER WILL BE INSTALLED TO SERVE THE LOTS.
F. SURFACE STORM WATER DRAINAGE SHALL BE MANAGED ON-SITE PER CITY OF MERIDIAN REQUIREMENTS. EASEMENTS SHALL REMAIN
FREE OF ALL ENCROACHMENTS AND BARRIERS WHICH MAY ADVERSELY AFFECT DRAINAGE OR OPERATION AND MAINTENANCE OF
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THE DRAINAGE FACILITY (INCLUDING FENCES AND TREES).
G. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISIONS
REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR
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AS SHOWN ON THIS PLAT.
H. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: NO AGRICULTURAL
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OPERATION OR APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN
OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1)
YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF
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THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY
AGRICULTURAL OPERATION OR APPURTENANCE TO IT.
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L A 20' WIDE EASEMENT SHALL BE GRANTED TO THE CTIY OF MERIDIAN FOR ALL WATER AND SEWER MAINS OUTSIDE THE PUBLIC
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RIGHT OF WAY.
J. THE PROPOSED IMPROVEMENTS SHOWN ARE CONCEPTUAL. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING PLANS, REPORTS AND
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SUPPORTING INFORMATION MUST BE PREPARED FOR REVIEW AND APPROVAL BY AGENCIES HAVING JURISDICTION.
K. THE PROPOSED IMPROVEMENTS AS SHOWN ARE CONCEPTUAL. THEY SHOW ONE WAY IN WHICH NECESSARY SANITARY SEWER,
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POTABLE WATER, AND PRESSURIZED IRRIGATION CAN BE CONSTRUCTED IN ORDER TO SERVE THE PROPOSED DEVELOPMENT.
PRIOR TO CONSTRUCTION, DETAILED ENGINEERING PLANS, REPORTS AND SUPPORTING INFORMATION MUST BE PREPARED FOR
REVIEW AND APPROVAL BY AGENCIES HAVING JURISDICTION,
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L. ALL LOTS IN BLOCKS 1 AND 3 WILL HAVE ACCESS TO A PUBLIC ROAD BY AN APPROVED ACCESS EASEMENT BY A RECORDED
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ACCES/UTILITY EASEMENT THROUGH ADJACENT LOTS,
M. ALL SANITARY SEWER MAINS SHALL BE T UNLESS OTHERWISE SHOWN.
N. ALL WATER MAINS SHALL BE 8" UNLESS OTHERWISE SHOWN.
W
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0. DIRECT LOT ACCESS TO W. CHINDEN BOULEVARD AND N. LINDER ROAD IS PROHIBITED, EXCEPT FOR THOSE ACCESSES APPROVED
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BY THE CITY, ACHD, AND ITO WITH THIS APPLICATION.
16.4
P. ALL ROADS WILL BE DESIGNED AT EQUAL OR GREATER THAN 0.4% AND LESS THAN 10.0% GRADE FOR ACHD.
Q. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER.
R. N. ARLISS AVE., N BERGMAN AVE., W. DIRECTOR ST., AND FUTURE ACCESSES WILL BE EXTENDED AND CONNECTED WITH
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DESIGNATED R.O.W. AT TIME OF DEVELOPMENT. ROAD IS TO BE TYPICAL SECTION MATCHING THE WIDTH OF THE ROAD BEING
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EXTENDED.
PRELIMINARY PEAT GE
LINDER VILLAGE
A PORTION OF THE N 2 OF
THE NW 4, SECTION 25,
T. 4N, RAW, W, B.M.,
MERIDIAN, ADA COUNTY, IDAHO
2018
SHEET 1 OF 3
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0
DRAINAGE: N/A
SEWER: CITY OF MERIDIAN
WATER: CIN OF MERIDIAN
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FLOOD ZONE: X (FEMA MAP 16001CO141H)
PRELIMINARY PEAT GE
LINDER VILLAGE
A PORTION OF THE N 2 OF
THE NW 4, SECTION 25,
T. 4N, RAW, W, B.M.,
MERIDIAN, ADA COUNTY, IDAHO
2018
SHEET 1 OF 3
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PROJECT
DATE
07142
01-04-18
DRAWN
CHECKED
JPN
JTW
REVISED
SHEET TITLE
PRELIMINARY
PLAT
SHEET
P P 4 0`1
ORI(3WALSFEET SIZE
36• x 44B'
23
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PRELIMINARY PLAT OF
UNDER VILLAGE -
LAYOUT AND
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EP EP EF EP EP EP EP EP EP N: 728326.20'
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SEE PP42 FOR GENERAL NOTES AND VICINITY MAP.
LEGEND
BENCHMARKS
IL:°JG EXISTING GRADE CONTOUR (MAJOR)
} 0
- - RIGHT OF WAY UNE
CPT -6 2574.11' - 1/2" REBAR, N728366.48', E2449571.73'
CPT -8 2578.29' - 1/2" REBAR, N728326.20', E2450853.03'
CPT -13 2574.51' - 1/2" REBAR, N727226.14', E2449480.12'
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SITE LOCATION INFORMATION
PROJECT IS LOCATED ON 78.12 ACRES t IN A PORTION OF THE NORTH k OF THE NW # OF SECTION 25, TOWNSHIP 4 NORTH, RANGE
1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO.
SITE INFORMATION ABOVE IS FROM FOX LAND SURVEYS, INC. TITLED "TOPOGRAPHIC SURVEY FOR CSHOA A PORTION OF THE NORTH
OF THE NW } OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO. " DATED
JULY, 2007.
SHEET 2 OF 3
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DATE
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01-04-18
DRAWN
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SHEET TITLE
PRELIMINARY
PLAT
SHEET
PP41
ORIGINAL SHEET SIZE
36' x 48'
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V—
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EP EP EP EP EP EF' EF' EP EP_
rHIGHWAY 20/26
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EXCEPTION 24
& 25:
EXCEeTIAN-?4, &
INST.
2016-014977 _ INST.
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& \ `I 2016-014977 &ril
2016-014978 II 2016-014978 a
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EXCEPTION 22: INST. 2016-0130351
1 W DIRECTO
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1 EAST SITE PLAN
1•=50'NORTH
1' CONTOUR INTERVALS
0 25 50 100, 150 200
SCALE IN FEET
PRELIMINARY PLAT OF
UNDER VILLAGE -
LAYOUT AND
TOPOGRAPHY
A PORTION OF THE N 1 OF
THE NW 4, SECTION 25,
T. 4N, R.1 W, B.M.,
MERIDIAN, ADA COUNTY, IDAHO
2018
GENERAL NOTES
VICINITY ..
(NOT TO SCALE)
A. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN
PROJECT IS LOCATED ON 78.12 ACRES t IN A PORTION OF THE NORTH � OF THE NW j OF SECTION 25, TOWNSHIP 4 NORTH, RANGE
1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO.
SITE INFORMATION ABOVE IS FROM FOX LAND SURVEYS, INC. TITLED "TOPOGRAPHIC SURVEY FOR CSHOA A PORTION OF THE NORTH
OF THE NW j OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO. " DATED
JULY, 2007.
EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
41
IL
B. ANY RE-SUBDIVIONS OF THIS PLAT OR PORTIONS OF THEREOF SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN
14A -- c
EFFECT AT THE TIME OF THE RE -SUBDIVISION.
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C. ALL LOTS WITHIN THE SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CIN OF MERIDIAN. PROPOSED
'-
SEWER MAINS PROVIDING SERVICE TO THE SUBDIVISION SHALL CONNECT TO EXISTING CIN OF MERIDIAN SEWER MAINS.
�0�
D. ALL LOTS WITHIN THE SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CIN OF MERIDIAN. PROPOSED
I
DOMESTIC WATER MAINS PROVIDING SERVICE TO THE SUBDIVISION SHALL CONNECT TO EXISTING CIN OF MERIDIAN SEWER MAINS.
t
E. A PRESSURIZED IRRIGATION. SYSTEM TO BE OWNED AND OPERATED BY THE DEVELOPER WILL BE INSTALLED TO SERVE THE LOTS.
v
F. SURFACE STORM WATER DRNNAGE SHALL BE MANAGED ON-SITE PER CIN OF MERIDIAN REQUIREMENTS. EASEMENTS SHALL REMAIN
FREE OF ALL ENCROACHMENTS AND BARRIERS WHICH MAY ADVERSELY AFFECT DRAINAGE OR OPERATION AND MAINTENANCE OF
7 �
THE DRAINAGE FACILITY (INCLUDING FENCES AND TREES).
f 1
a
G. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISIONS.
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REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR
AS SHOWN ON THIS PLAT.
`�oarm Nokm
wwpR
H. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: NO AGRICULTURAL
,
PROJECT
OPERATION OR APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN
PRELIMINARY PLAT OF
UNDER VILLAGE -
LAYOUT AND
TOPOGRAPHY
A PORTION OF THE N 1 OF
THE NW 4, SECTION 25,
T. 4N, R.1 W, B.M.,
MERIDIAN, ADA COUNTY, IDAHO
2018
SHEET 3 OF 3
GENERAL NOTES
SITE LOCATION INFORMATION
} 0
A. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN
PROJECT IS LOCATED ON 78.12 ACRES t IN A PORTION OF THE NORTH � OF THE NW j OF SECTION 25, TOWNSHIP 4 NORTH, RANGE
1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO.
SITE INFORMATION ABOVE IS FROM FOX LAND SURVEYS, INC. TITLED "TOPOGRAPHIC SURVEY FOR CSHOA A PORTION OF THE NORTH
OF THE NW j OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO. " DATED
JULY, 2007.
EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
SHEET 3 OF 3
GENERAL NOTES
LEGEND
} 0
A. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN
— - - RIGHT OF WAY LINE SS— SANITARY SEWER LINE
------- PROPERTY LINE Q SANITARY SEWER MANHOLE
-------------- EASEMENT LINE X no EXISTING GRADE CONTOUR (MAJOR)
PI PRESSURIZED IRRIGATION LINE W WATER LINE
,or FIRE HYDRANT
■ m m m m ■ MATCH LINE - - - - - - - SETBACK UNE
EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
SHEET 3 OF 3
GENERAL NOTES
BENCHMARKS
} 0
A. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN
CPT -6 2574.11' - 1/2" REBAR, N728366.48', E2449571.73'
CPT -8 2578.29' - 1/2" REBAR, N728326.20', E2450853.03'
CPT -13 2574.51' - 1/2" REBAR, N727226.14', E2449480.12'
CPT -17 2579.98' - SPIKE, N727155.06', E2451800.53'
EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
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B. ANY RE-SUBDIVIONS OF THIS PLAT OR PORTIONS OF THEREOF SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN
EFFECT AT THE TIME OF THE RE -SUBDIVISION.
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C. ALL LOTS WITHIN THE SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CIN OF MERIDIAN. PROPOSED
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SEWER MAINS PROVIDING SERVICE TO THE SUBDIVISION SHALL CONNECT TO EXISTING CIN OF MERIDIAN SEWER MAINS.
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D. ALL LOTS WITHIN THE SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CIN OF MERIDIAN. PROPOSED
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DOMESTIC WATER MAINS PROVIDING SERVICE TO THE SUBDIVISION SHALL CONNECT TO EXISTING CIN OF MERIDIAN SEWER MAINS.
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E. A PRESSURIZED IRRIGATION. SYSTEM TO BE OWNED AND OPERATED BY THE DEVELOPER WILL BE INSTALLED TO SERVE THE LOTS.
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F. SURFACE STORM WATER DRNNAGE SHALL BE MANAGED ON-SITE PER CIN OF MERIDIAN REQUIREMENTS. EASEMENTS SHALL REMAIN
FREE OF ALL ENCROACHMENTS AND BARRIERS WHICH MAY ADVERSELY AFFECT DRAINAGE OR OPERATION AND MAINTENANCE OF
THE DRAINAGE FACILITY (INCLUDING FENCES AND TREES).
G. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISIONS.
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REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR
AS SHOWN ON THIS PLAT.
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H. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: NO AGRICULTURAL
OPERATION OR APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN
OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1)
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YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF
THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS. FROM THE IMPROPER OR NEGLIGENT OPERATION. OF ANY
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AGRICULTURAL OPERATION OR APPURTENANCE TO IT.
I. A 20' WIDE EASEMENT SHALL BE GRANTED TO THE CIN OF MERIDIAN FOR ALL WATER AND SEWER MAINS OUTSIDE THE PUBLIC
RIGHT OF WAY.
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J. THE PROPOSED IMPROVEMENTS SHOWN ARE CONCEPTUAL PRIOR TO CONSTRUCTION, DETAILED ENGINEERING PLANS, REPORTS AND
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SUPPORTING INFORMATION MUST BE PREPARED FOR REVIEW AND APPROVAL BY AGENCIES HAVING JURISDICTION.
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K. THE PROPOSED IMPROVEMENTS AS SHOWN ARE CONCEPTUAL. THEY SHOW ONE WAY IN WHICH NECESSARY SANITARY SEWER,
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POTABLE WATER, AND PRESSURIZED IRRIGATION CAN BE CONSTRUCTED IN ORDER TO SERVE THE PROPOSED DEVELOPMENT.
PRIOR TO CONSTRUCTION, DETAILED ENGINEERING PLANS, REPORTS AND SUPPORTING INFORMATION MUST BE PREPARED FOR
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REVIEW AND APPROVAL BY AGENCIES HAVING JURISDICTION.
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L. ALL LOTS IN BLOCKS 1 AND 3 WILL HAVE ACCESS TO A PUBLIC ROAD BY AN APPROVED ACCESS EASEMENT BY A RECORDED
ACCES/UTILITY EASEMENT THROUGH ADJACENT LOTS.
M. ALL SANITARY SEWER MAINS SHALL BE T UNLESS OTHERWISE SHOWN.
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N. ALL WATER MAINS SHALL BE 8" UNLESS OTHERWISE SHOWN.
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0. DIRECT LOT ACCESS TO W. CHINDEN BOULEVARD AND N. LINDER ROAD IS PROHIBITED, EXCEPT FOR THOSE ACCESSES APPROVED
BY THE CITY, ACHD, AND ITD WITH THIS APPLICATION.
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P. ALL ROADS WILL BE DESIGNED AT EQUAL OR GREATER THAN 0.49 AND LESS THAN 10.07 GRADE FOR ACHD,
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0. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER.
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R. N. ARLISS AVE., N BERGMAN AVE., W. DIRECTOR ST., AND FUTURE ACCESSES WILL BE EXTENDED AND CONNECTED WITH
DESIGNATED R.O.W. AT TIME OF DEVELOPMENT. ROAD IS TO BE 52' TYPICAL SECTION.
S. ALL PARCELS SHALL BE ASSUMED TO BE PART OF BLOCK 1 UNLESS LABELED OTHERWISE IN THE DRAWING.
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SHEET 3 OF 3
BENCHMARKS
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CPT -6 2574.11' - 1/2" REBAR, N728366.48', E2449571.73'
CPT -8 2578.29' - 1/2" REBAR, N728326.20', E2450853.03'
CPT -13 2574.51' - 1/2" REBAR, N727226.14', E2449480.12'
CPT -17 2579.98' - SPIKE, N727155.06', E2451800.53'
SHEET 3 OF 3
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PROJECT
DATE
07142
01-04-18
DRAWN
CHECKED.
URN
JTW
REVISED
SHEET TITLE
PRELIMINARY
PLAT
SHEET
PP42
ORIGNALSHEET SIZE
36• x .4B•