Civil PlansN88°29'03"W - 241.83'
21
4
TYP 4
-7-1719
TYP 4
628.48'
N88°29'04"W - 385.72'
SITE LOCATION PLAN
SCALE: 1" = 30'-0"
0 15' 30' 60'
IF-] I
or
GENERAL NOTES ,
1. SEE SHEET EM-G-0002 FOR GENERAL CONSTRUCTION NOTES.
2. EXISTING CONDITIONS BASED ON SITE SURVEY FROM TIMBERLINE
SURVEYING DATED DECEMBER 20, 2019.
3. ALL EXISTING UTILITIES TO BE RETAINED AND PROTECTED UNLESS
SPECIFIED FOR REMOVAL.
4. RADIUS DIMENSIONS ARE TO TOP BACK OF CURB UNLESS
OTHERWISE NOTED.
5. SEE ELECTRICAL PLANS FOR SITE LIGHTING
6. SEE LANDSCAPING PLANS FOR LANDSCAPE INFORMATION.
7. FOR POINT CONTROL INFORMATION SEE EM-C-1005 GRADING PLAN.
or
KEY NOTES
00
OVERTICAL CURB AND GUTTER PER DETAIL 1/C-3001
20 ACCESSIBLE AND VAN ACCESSIBLE PARKING SIGN PER
DETAIL 6/C-3002
30 PAVEMENT MARKING, STANDARD PARKING STALL PER
DETAIL 1/C-3002
OACCESSIBLE PAVEMENT MARKING PER DETAILS 3 & 7
/C-3002
50 ASPHALT PAVEMENT PER SECTION 2/C-3001
60 SAWCUT EXISTING ASPHALT F FROM EXISTING EDGE
O7 TIE NEW ASPHALT IN TO MATCH EXISTING
ORELOCATE EXISTING CHAIN LINK FENCE TO THIS
LOCATION. PROVIDE NEW POSTS TO MATCH EXISTING
FENCE. PROVIDE NEW CHAIN LINK FENCE IF ADDITIONAL
FENCING REQUIRED TO COVER ENTIRE NEW LENGTH OF
FENCE LINE. SEE DETAIL 2/C-3002.
O9 CROSSHATCH PAVEMENT MARKING PER DETAIL 5/C-3002
10 BICYCLE PARKING AREA, PROVIDE 8 BICYCLE RACKS AND
CONCRETE PAD FOR BICYCLE RACK PLACEMENT PER
DETAIL 8/C-3001.
11 STORM WATER INFILTRATION BASIN PER DETAIL 4/C-3002
12 GRADE BREAK
13 CURB CUT
14 SALVAGED CONCRETE WHEEL STOPS
15 CURB TAPER PER DETAIL 5/C-3001
16 ASPHALT PATCH PER DETAIL 2/C-3001
17 CONCRETE SIDEWALK REPAIR
18 CONCRETE VALLEY GUTTER PER DETAIL 3/C-3001
19 5' WIDE IRRIGATED LANDSCAPE PLANTER (MULCH WITH
NATIVE VEGETATION) ON ENTIRE EXTERIOR LENGTH OF
NEW PARKING LOT
20 CONCRETE CURB ISLAND WITH RAISED LANDSCAPE BED
21 CONSTRUCT ADA ASPHALT RAMP TO MATCH ASPHALT
RAMP ON SITE. MAX 8.3% SLOPE ON RAMP.
22 OUTLET PROTECTION PER DETAIL 6/C-3001
SITE INFORMATION
ZONE DESIGNATION: (I-L) INDSUTRIAL LIGHT
PARCEL NUMBER: R1527260060
SETBACKS REQUIREMENTS (IN FEET):
FRONT SETBACK - 0
REAR SETBACK - 0
INTERIOR SIDE SETBACK - 0
STREET SETBACK - 35
PARKING REQUIREMENTS
EXISTING:
ACCESSIBLE PARKING SPACES (STANDARD) - 2
ACCESSIBLE PARKING SPACES (VAN) - 2
STANDARD PARKING SPACE - 205
REQUIRED*
ACCESSIBLE PARKING SPACES (STANDARD) - 7
ACCESSIBLE PARKING SPACES (VAN) - 1
STANDARD PARKING SPACE - 25
*8 TOTAL ADA SPACES REQUIRED. 1 MUST BE VAN ACCESSIBLE.
STANDARD ACCESSIBLE STALLS CAN BE VAN ACCESSIBLE.
PROPOSED ADDITIONAL UNDER THIS PROJECT:
ACCESSIBLE PARKING SPACES (STANDARD) - 4
ACCESSIBLE PARKING SPACES (VAN) - 0
STANDARD PARKING SPACE - 209
TOTAL:
ACCESSIBLE PARKING SPACES (STANDARD) - 6
ACCESSIBLE PARKING SPACES (VAN) - 2
STANDARD PARKING SPACE - 374
STALL DIMENSION REQUIREMENTS (IN FEET):
STALL WIDTH- 9
STALL DEPTH- 19
DRIVE AISLE - 25
NEW PARKING AREA (SF): 74,518
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NOTE
THIS DOCUMENT IS THE PROPERTY OF MICRON TECHNOLOGY, INC.
AND CONTAINS CONFIDENTIAL INFORMATION THAT IS PROTECTED BY
A CONFIDENTIALITY OR NON DISCLOSURE AGREEMENT EXECUTED BY
THE RECIPIENT, AND STATE AND FEDERAL LAW. UNAUTHORIZED
DISCLOSURE MAY RESULT IN CIVIL OR CRIMINAL LIABILITY.
TOOL MICAP:
LID:
TOOL ETI:
PROJECT COORD: SSCHELLER
ENG. COORD: PCHRISTENSEN
OWNER: JFIESELMAN
DRAWN BY: SSHOEMAKER
PROJECT / WO:
C39982
REVISION
O
SHEET
E M-C-1004
101
N88°29'03"W - 241.83'
N88°29'04"W - 385.72'
ELEC ELEC L
CC>IN ICON �� �N N CON CON CON CON EGFO� L EC
1 SITE G F?A1D1 NG PLAN
SCALE: 1" = 30'-0"
0 15' 30' 60'
_u I
-- 124
123
GENERAL NOTES
1. SEE SHEET EM-G-0002 FOR GENERAL CONSTRUCTION NOTES.
2. EXISTING CONDITIONS BASED ON SITE SURVEY FROM TIMBERLINE
SURVEYING PROVIDED DECEMBER 2019.
3. SEE EM-C-1004 FOR ADDITIONAL SITE PLAN INFORMATION.
POINT TABLE
Point Easting Northing Elevation Description
101
2465228.26
708370.37
2631.51
TAPER
102
2465230.75
708370.30
2631.97
TAPER
103
2465272.87
708369.26
2631.23
TBC
104
2465274.82
708367.21
2630.93
TBC
105
2465273.68
708322.44
2628.36
TAPER
106
2465273.61
708319.97
2627.78
TAPER
107
2465273.50
708315.97
2627.78
TAPER
108
2465273.44
708313.47
2628.27
TAPER
109
2465272.14
708262.36
2629.72
TBC
110
2465298.39
708234.68
2630.82
TBC
111
2465545.54
708227.98
2631.33
TBC
112
2465751.15
708222.41
2631.07
TBC
113
2465773.74
708243.81
2630.37
TBC
114
2465774.80
708282.93
2629.50
TBC
115
2465783.01
708290.71
2629.15
TBC
116
2465810.00
708289.98
2628.54
TBC
117
2465820.13
708298.34
2628.29
TAPER
118
2465820.29
708300.84
2627.80
TAPER
119
2465820.40
708304.84
2627.79
TAPER
120
2465820.47
708307.35
2628.33
TAPER
121
2465821.60
708348.08
2630.12
TBC
122
2465824.67
708351.00
2630.50
TBC
123
2465853.08
708350.30
2631.30
TAPER
124
2465855.58
708350.23
2630.89
TAPER
125
2465792.76
708354.51
2630.73
TBC
126
2465787.76
708354.63
2630.75
TBC
127
2465786.84
708320.97
2629.11
TBC
128
2465791.83
708320.85
2629.04
TBC
129
2465684.80
708357.40
2630.69
TBC
130
2465679.80
708357.53
2630.76
TBC
131
2465678.87
708323.87
2630.07
TBC
132
2465683.87
708323.74
2629.98
TBC
133
2465567.85
708360.64
2630.94
TBC
134
2465562.85
708360.77
2630.94
TBC
135
2465561.92
708327.11
2630.91
TBC
136
2465566.92
708326.98
2630.90
TBC
137
2465533.86
708361.56
2631.04
TBC
138
2465528.86
708361.69
2631.01
TBC
139
2465527.93
708328.03
2630.98
TBC
140
2465532.93
708327.90
2630.98
TBC
141
2465416.90
708364.71
2630.67
TBC
142
2465411.90
708364.83
2630.58
TBC
143
2465410.97
708331.17
2629.94
TBC
144
2465415.97
708331.05
2630.07
TBC
145
2465308.94
708367.67
2630.75
TBC
146
2465303.94
708367.79
2630.81
TBC
147
2465303.01
708334.13
2628.92
TBC
148
2465308.01
708334.00
2629.17
TBC
149
2465307.09
708300.02
2628.99
TBC
150
2465302.09
708300.15
2628.91
TBC
151
2465301.16
708266.49
2629.92
TBC
152
2465306.16
708266.36
2630.01
TBC
153
2465415.05
708297.05
2630.11
TBC
154
2465410.05
708297.17
2630.02
TBC
155
2465409.12
708263.51
2631.03
TBC
156
2465414.12
708263.39
2631.12
TBC
157
2465532.01
708293.90
2631.34
TBC
158
2465527.01
708294.03
2631.13
TBC
159
2465526.08
708260.37
2632.14
TBC
160
2465531.08
708260.24
2632.35
TBC
161
2465565.99
708292.86
2631.28
TBC
162
2465560.99
708292.99
2631.36
TBC
163
2465560.06
708259.33
2632.37
TBC
164
2465565.06
708259.20
2632.29
TBC
165
2465682.94
708289.63
2630.32
TBC
166
2465677.95
708289.75
2630.39
TBC
167
2465677.02
708256.09
2631.29
TBC
168
2465682.02
708255.96
2631.21
TBC
169
2465745.92
708287.89
2629.70
TBC
170
2465740.92
708288.02
2629.78
TBC
171
2465740.00
708254.36
2630.69
TBC
172
2465744.99
708254.23
2630.60
TBC
173
2465548.22
708369.48
2630.62
GB
174
2465547.08
708312.40
2630.60
GB
175
2465547.04
708308.40
2630.60
GB
1761
2465545.58
708229.98
2632.95
GB
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ISSUED FOR CONSTRUCTION
SIGNATURE
NOTE
THIS DOCUMENT IS THE PROPERTY OF MICRON TECHNOLOGY, INC.
AND CONTAINS CONFIDENTIAL INFORMATION THAT IS PROTECTED BY
A CONFIDENTIALITY OR NON DISCLOSURE AGREEMENT EXECUTED BY
THE RECIPIENT, AND STATE AND FEDERAL LAW. UNAUTHORIZED
DISCLOSURE MAY RESULT IN CIVIL OR CRIMINAL LIABILITY.
TOOL MICAP:
LID:
TOOL ETI:
PROJECT COORD: SSCHELLER
ENG. COORD: PCHRISTENSEN
OWNER: JFIESELMAN
DRAWN BY: SSHOEMAKER
PROJECT / WO:
C39982
REVISION
O
SHEET
E M-C-1005
1. 1/4", SEE NOTE A
2 ASPHALT PAVEMENT
3. PREPARED SUBGRADE
4. 3/4" R
5. BATTER 1:6
6. 2" R
7. SEE NOTE B
8. BASE COURSE
GENERAL NOTES:
A. 1/4" PAVEMENT LIP ON LOW SIDE GUTTERS ONLY.
B. WHEN USED ON THE HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE
GUTTER SHALL MATCH THE SLOPE OF THE ADJACENT PAVEMENT, UNLESS
OTHERWISE DETAILED ON THE PLANS.
CONCRETE CURB AND
GUTTER
SCALE: NONE
1. TOP OF CURB
2. PAVEMENT SECTION
3. CURB END
CURB TAPER
SCALE: NONE
1. FINISH GRADE AS SHOWN
2.
NOT USED
3.
PRIME COAT
8
4.
NOT USED
99 5.
TOP OF PREPARED
U
SUBGRADE
6.
PREPARED SUBGRADE
-� 10
(AS SPECIFIED)
7. NOT USED
8. ASPHALT PAVEMENT
9• AGGREGATE
LEVELING COURSE
10. AGGREGATE BASE
NOTE: COUR-qF
A. PROVIDE ASPHALT CONCRETE
PAVEMENT TYPE AS SPECIFIED.
ASPHALT PAVEMENT
SCALE: NONE
1. HAND PLACED RIPRAP,
D50 = 0.50'
2. CONCRETE VALLEY GUTTER
1'
NOTE:
1. D50 = MINIMUM ROCK DIAMETER
2. VALLEY GUTTER TO SIT FLUSH TO TOP RIM OF BASIN
OUTLET PROTECTION
SCALE: NONE
1. 3/4" R, TYP
2. #4 @ 12"
3. PLACE PREMOLDED
FILLER AGAINST
VERTICAL FACE WHERE
VALLEY GUTTER ABUTS
CONCRETE.
4. CONSTRUCT 6" x
DEPRESSED BENCH
WHERE VALLEY
GUTTER ABUTS
ASPHALT PAVEMENT.
5. #4 @ 8"
GENERAL CIVIL NOTES:
1. * = THICKNESS OF ASPHALT PAVING.
2. WHEN BENCH IS NOT REQUIRED, CONSTRUCT 1" BATTER ON VERTICAL FACE.
3.
PROVIDE 3" MINIMUM COVER ON ALL REINFORCING STEEL.
CONCRETE VALLEY GUTTER
SCALE: NONE
NEW SURFACING,
OR SURFACE
RESTORATION,
SEE PLANS --------
TRENCH
BACKFILL (EARTHFILL)
ABOVE
PIPE ZONE
12" MIN
PIPE OUTSIDE
\
DIAMETER
PIPE BASE
MATERIAL -----
_
TRENCH
STABILIZATION
WHERE READ
MIN WIDTH
PIPE OD+1'-6"
NOTE:
1. PROVIDE MATERIALS AS SPECIFIED IN
EARTHWORK SPECIFICATION.
2. TRENCHING TO MEET OSHA REQUIREMENTS.
TYPICAL TRENCH
SCALE: NONE
_f 11�1�1
DEPTH OF
COVER
/ MARKING
TAPE AS
SPECIFIED
PIPE ZONE
2
2
3
4
5
6
7
8
9
TACK COAT & CRACK SEAL, TYP, SEE NOTE
EXISTING PAVEMENT
EXISTING BASE COURSE
PREPARED SUBGRADE
SAWCUT JUST PRIOR TO PAVING
MIN 3" HMA, MATCH EXIST
BASE COURSE
PCCP W/THICKENED EDGE
INITIAL SAWCUT PRIOR TO DEMO
1
5
A
NOTE:
PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING. CRACK
SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED.
CONCRETE TO AC PAVEMENT
TRANSITION
SCALE: NONE
0
1
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02,
11
5 2
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BICYCLE RACK
SCALE: NONE
1. 5" CONIC SLAB OVER MIN
6" STRUCTURAL FILL
2. 2" SCHEDULE 40 PIPE,
T304 STAINLESS STEEL
#4 SATIN FINISH, TYP OF
8, HUNTCO "THE STAPLE"
OR APPROVED EQUAL
3. PROVIDE MOUNTING PER
MANUFACTURER
4. ASPHALT TO CONCRETE
TRANSITION PER DETAIL
4 THIS SHEET.
5. EXISTING ASPHALT
PAVEMENT.
APPROVED FOR CONSTRUCTION
(APPROVER) (DATE)
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ISSUED FOR CONSTRUCTION
SIGNATURE
NOTE
THIS DOCUMENT IS THE PROPERTY OF MICRON TECHNOLOGJBBY
AND CONTAINS CONFIDENTIAL INFORMATION THAT IS PROTECA CONFIDENTIALITY OR NON DISCLOSURE AGREEMENT EXECUTHE RECIPIENT, AND STATE AND FEDERAL LAW. UNAUTHORDISCLOSURE MAY RESULT IN CIVIL OR CRIMINAL LIABILIT
TOOL MICAP:
LID:
TOOL ETI:
PROJECT COORD: SSCHELLER
ENG. COORD: PCHRISTENSEN
OWNER: JFIESELMAN
DRAWN BY: SSHOEMAKER
PROJECT/WO:
C39982
REVISION
O
SHEET
EM-C-3001