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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 APPROVED FOR CONSTRUCTION (APPROVER) (DATE) z � � - V Z cl) W W W W H W 0 Wiz Z 0 Q ao 0 mLLW � � - O a V O O 0 a W ''2 W Z LL LL Q (V N O Ce CO ' v) ♦ " Z 0 Q V LL O �a J O cc 0 z o U W x W V o �Wo „ z o o J Q 0 J ao 5 "mw 0oC-1) Lu o M U U W �Qo U N 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-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 APPROVED FOR CONSTRUCTION (APPROVER) (DATE) � MN � Z V Z cf)- W W wW F- W w Z O 0QZ a� O W LL W O � � - a Old O 0 O O 0 0 W Z N O 04 W O N Q N Cfl CV Z O Q V LL o Z O Q J �a O� EC z W z o Q ZDZD x W z z O U W O J 0 C/) 2 U W Lu m U w Qo U N 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 / a � �, � D 02, 11 5 2 '�7 TYP o O a ti N 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) 0 Z wW U W Z W Lu cn F_W J z z 0 o 5 00LLW < a 0 O a a ca O O O L� 0 W V) Z LL ' I _ rV(/7 Z _O a ui Q O N NN N O CO N V - LL - 5 O 2 m ON � W J J z o U Of co z Xz:) Lu W Z �mw � ILL]U) w �C) o U U J V _ QO \ v V Of Pam 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