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EM-C-30011. 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 nlnTr_: 1. FINISH GRADE AS SHOWN 2. NOT USED 3. PRIME COAT 8 4. NOT USED 5. TOP OF PREPARED SUBGRADE 6. PREPARED SUBGRADE -� 10 (AS SPECIFIED) 7. NOT USED 8. ASPHALT PAVEMENT 9. AGGREGATE LEVELING COURSE 10. AGGREGATE BASE COURSE H. PROVIDE ASPHALT CONCRETE PAVEMENT TYPE AS SPECIFIED. ASPHALT PAVEMENT SCALE: NONE 1. HAND PLACED RIPRAP, D50 = 0.50' 2. CONCRETE VALLEY GUTTER 2 O�opoo �000a aa���� 00 11' MIN NOTE: 1. D50 = MINIMUM ROCK DIAMETER 2. VALLEY GUTTER TO SIT FLUSH TO TOP RIM OF BASIN OUTLET PROTECTION SCALE: NONE 1 5% 00 3 if 2 5% M 0 3„ 2' 4'-0" 5 L3- 6" GENERAL CIVIL NOTES: iIIIIIaus] R01w&cKolW_3•ywa_102N_\TII►[a] 1 2 3 4 5 3/4" R, TYP #4 @ 12" PLACE PREMOLDED FILLER AGAINST VERTICAL FACE WHERE VALLEY GUTTER ABUTS CONCRETE. CONSTRUCT 6" x * DEPRESSED BENCH WHERE VALLEY GUTTER ABUTS ASPHALT PAVEMENT. 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 REQD- MIN WIDTH PIPE OD+1'-6" 1. PROVIDE MATERIALS AS SPECIFIED IN EARTHWORK SPECIFICATION. 2. TRENCHING TO MEET OSHA REQUIREMENTS. TYPICAL TRENCH SCALE: NONE -H-1III - DEPTH OF COVER MARKING TAPE AS SPECIFIED PIPE ZONE 1. TACK COAT & CRACK SEAL, TYP, SEE NOTE 2. EXISTING PAVEMENT 3. EXISTING BASE COURSE 4. PREPARED SUBGRADE 5. SAWCUT JUST PRIOR TO PAVING 6. MIN 3" HMA, MATCH EXIST 7. BASE COURSE 8. PCCP W/THICKENED EDGE 9. INITIAL SAWCUT PRIOR TO DEMO 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 1 / a1,7 M � p2� D 5 2 p TYP o / p p � D p p 9' _ I 1. 5" CONC 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 ti N 4. ASPHALT TO CONCRETE TRANSITION PER DETAIL 4 THIS SHEET. BICYCLE RACK SCALE: NONE 5. EXISTING ASPHALT PAVEMENT. APPROVED FOR CONSTRUCTION (APPROVER) (DATE) � � Z V Z �- W W W W H Lu WMz 0 - U 5Qz a 0 m L� W 0 0 Lm 0 O a a M ca O r O O 0 0 W Z U. ' w O N 4 N O N O N �cn Q N (O N N 1:T z O I- Q V LL 0 O 2 z 0Im w O U-1 - ♦^ VI W oL z� W W o - j O w U w a.Q � u- - JU co ILL] U- w.U)z o Ln: WQor v V ISSUED FOR CONSTRUCTION SIGNATURE NOTE THIS DOCUMENT IS THE PROPERTY OF MICRON TECHNOLOGJBY 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: REVISION C39982 O SHEET EM-C-3001