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HomeMy WebLinkAboutGD.2_GRADING PLAN - AREA BV V V V VV V IR V IRV IRV IRV IRV IRV IRV JB JB JB JB JB JB JB E IRV -1.3%CON: 2578.53 CON: 2578.51 CON: 2578.41 -1.0%-1.9%-0.5%-2.9% -2.1 % -2.1%-2.0%-1.7%-1.5% -2 .1% -1.6% RIM: 2577.88 FL: 2578.11 FL: 2578.06 FL: 2578.71 FL: 2577.56 -0.5%-0.5%-0.5% -2.3%-2.5%-2.5%-2.5%-2.4%-2.3%-2.3%-0.9%-1.2%-1.2%-1.1%-1.0%-1.0%-0.9%-1.5%-2.0%-1.5% -2.7% -1.5%-1.5% -2.4%-1.5%-1.1%-1 .5%-1.5%-1.5%RIM: 2576.73 -3.5%-3.5%-2.0% FL: 2576.90 FL: 2576.86-0.4%-2.8%-0.4%-0.1%-3 .0 %-0.4%CON: 2578.92 CON: 2579.00 CON: 2578.19 CON: 2578.38 -1.5%-2.8%-0.5%CON: 2578.73 CON: 2578.57 CON: 2578.40CON: 2578.21 CON: 2578.01 CON: 2577.85 CON: 2577.82 CON: 2577.18 CON: 2577.18 CON: 2577.16 CON: 2577.19 CON: 2577.17 -1 .2%-1.1%-0.9%-0.9%-0.9%TRC: 2577.19 TRC: 2577.20 TRC: 2577.85 TRC: 2577.92 TRC: 2578.07 TRC: 2578.23 TRC: 2578.38 TRC: 2578.54 TRC: 2578.70 TRC: 2578.63 TRC: 2579.00 FG-MA: 2576.93 FG-MA: 2577.07 FG-MA: 2577.23 FG-MA: 2577.41 FG-MA: 2577.56 FG-MA: 2577.72 FG-MA: 2577.88 FG-MA: 2577.91 FG-MA: 2577.74 FG-MA: 2578.09 FG-MA: 2578.19 FG-MA: 2578.24-1.5% -1.5%-1.5% -1.5%-1.5% -1.5%-1.5% -2.0%-0.0%CON-MA: 2576.73 -0.6% -2.3% FG: 2578.25FG: 2578.13 FG: 2578.01 FG: 2577.89 FG: 2577.77 FG: 2577.64 FG: 2577.52 FG: 2577.40 TRC: 2577.26 -0.9%-1.5%-1.5% -1.5%-1.5%-1.5%-1.5%CON: 2577.14 CON: 2576.97 48" IE: 2570.92 TOP OF PIPE: 2575.14FG: 2578.21-2.0% -9.8%-13.7%-9.8%-17.5% -9.8%-7.9%-10.2%-3.8%-10.0% -4.2% -1.5% -2.0%FG: 2576.73 FG: 2577.13 FG: 2577.52 FG: 2577.91 FG: 2578.30 FG: 2578.62 -3.0% -1.7%AC: 2578.52 AC-MA: 2578.89 AC-MA: 2579.00 AC: 2576.73 AC: 2577.03 -2.0% -1.5% -2.0% AC: 2577.42-2.0% -1.5% -2.0% AC: 2577.81 -2.0% -1.5% -2.0% AC: 2578.20-2.0% -1.5% -2.0% AC: 2576.63-2.0% -1.5% -2.0% -1.0%FG: 2578.57 FG: 2578.63 FG: 2578.89 AC: 2578.37 AC: 2578.29 AC: 2579.00 AC: 2578.32 AC: 2578.42 AC: 2578.61 AC: 2578.72 AC: 2578.54 AC: 2578.41 -1. 5 % -1.3%-0.4%-1 .5%-1.4%-1 .5% FG: 2577.09 FG: 2576.49-6.0%FG: 2577.35 FG: 2576.75 -6.0%FG: 2577.60 FG: 2577.00 -6.0%FG: 2577.86 FG: 2577.26-6.0%FG: 2578.13 FG: 2577.53-6.0%FG: 2577.94 FG: 2578.03 -1.5% -1.5%-0.8%-0.4% -0.4% -0.4% -0.4%-0.4% CON: 2577.25 FG: 2575.45 FG: 2575.69 FG: 2576.82 FG: 2577.56 FG-MA: 2575.95 FG-MA: 2576.19 FG-MA: 2577.32 FG-MA: 2578.06 FG-MA: 2578.43 FG: 2578.07-0.9%-0.8%-0.4%-0.3%FG: 2576.28 -4.4% 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956c.208.867.3954ross@ericksoncivil.com erickson civil DATE NO. REVISION PREPARED BY:PROJECT MANAGER:JOB NUMBER:PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC.- RKESHEET NUMBER:SHEET TITLE: DATE: IDB2355OWNER:PROJECT TITLE:SAGARRA SUBDIVISION PHASE 1MERIDIAN, ID SAGARRA PHASE 1, LLCPROFESSIONALE OHADIFOETATS E R IC KSON KSSOR1 0 8 1 3 NGIN E ERREG I STERED 6-9-23Plans Are Accepted For PublicStreet Construction- -7-5-23 LD-RSUB-2023-0013 & FP-2023-0008 & A-2023-0102GD.2GRADING PLAN - AREA B 4020 0 FEETMATCH LINE SEE SHEET GD.1W. MALBAR ST.N. BERGMAN AVE.W. ORCHARD PARK DR. 1 FG: FINISHED GRADE EX: EXISTING TRC: TOP OF RIBBON CURB ELEVATION. AC: FINISHED GRADE OF ASPHALT MA: MATCH GRADE CON: FINISHED GRADE OF CONCRETE FL: FINISHED GRADE OF FLOW LINE 1. ADJUST ALL IRRIGATION VALVE RISERS TO MATCH FINISHED GRADE. 2. ADJUST ALL TRAFFIC RATED WATER METER FRAMES AND COVERS ALONG PRIVATE STREETS TO MATCH FINISHED GRADE AND SLOPE. 1. RETAIN & PROTECT EXISTING FENCE. 2. RETAIN & PROTECT EXISTING SIDEWALK. 3. GRADE BREAK. 4. MATCH GRADE AT PROPERTY LINE. 5. MATCH GRADE AT BACK OF SIDEWALK. 6. CONCRETE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-708 (SEE 3/RD.4). 7. CONCRETE CURB WITHOUT GUTTER PER ISPWC SD-701A (SEE 1/GD.3). 8. 2-FOOT CONCRETE CURB TERMINUS. 9. 6" THICKNESS CONCRETE SIDEWALK PER PER ACHD SUPPLEMENTAL DRAWING SD-709 - (SEE 4/RD.4). 10. CONCRETE SIDEWALK PER PER ACHD SUPPLEMENTAL DRAWING SD-709 - (SEE 4/RD.4). 11. ASPHALT PATHWAY - (SEE 2/GD.3). 12. 12" WIDE CONCRETE RIBBON CURB - (SEE 4/GD.3). 13. CONSTRUCT SWALE AS SHOWN. 14. RETAIN & PROTECT EXISTING GRAVITY IRRIGATION. 15. RETAIN & PROTECT EXISTING SEWER. 16. RETAIN & PROTECT EXISTING WATER. 17. RETAIN & PROTECT EXISTING PRESSURE IRRIGATION. 18. RETAIN & PROTECT EXISTING STORM DRAIN. 19. 4" WHITE STRIPING. 20. PRIVATE STREET SECTION - (SEE 3/GD.3). 21. GRADING LIMIT. 1 1 1 2 2 2 2 22 2 2 2 33 3 444 55 5 66 6 6 6 7 7 7 7 8 8 9 9 999 9 9 10 111111 12 1212 12 12 12 1212 14 14 13 13 13 15 15 15 16 16 16 1717 17 18 18 199.00'18.00' 7.00'5.00' 6.79'12.00'5.00'5.00' R 4 0 . 50 ' R48.00'R28.00'R53.00'R40.50'R28.00'R3.00'R5.00'10.50'5.50' 10 .50 ' 5.50' 9.50'10.50'5.50'25.00'25.00'9.50' 5.50'12.50'12.50'5.00'R 4 8 . 00 ' 20 20 20 20 20 20 W. DIRECTOR LN.(PRIVATE) 5.00'10.00' PUID EASE.40.00' NORTH SLOUGH EASE.FUTURE MULTI-FAMILY 21 21 21 R52.50' 3 3 3 3 312.00'08/04/23 FP-2023-0008