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HomeMy WebLinkAboutGD.1_GRADING PLAN - AREA AV VVVVV VV IRV IRV IRV IRV IRV JB JB VJB JB IRV CON: 2577.18 CON: 2577.18 CON: 2577.16 CON: 2577.17 FG-MA: 2576.41FG-MA: 2576.25 FG-MA: 2576.10 FG-MA: 2575.93 FG-MA: 2575.72 FG-MA: 2575.53FG-MA: 2575.37FG-MA: 2575.20 FG-MA: 2575.00 FG-MA: 2574.81FG-MA: 2574.64 -2.6%-2.6%-2.7%-2.6%-2.6%CON: 2577.16CON: 2577.00CON: 2576.80 CON: 2576.60 CON: 2576.44 -1.5%-1.5% -1.5%-1.5% -1.5%-1.5% -1.5%-1.5% -1.5%-1.5%-1.1%-1.8%-0.4%-0.4%-2.1 %RIM: 2576.38 FL: 2576.55 FL: 2576.50 FL: 2577.00 -0.5%-0.5%-0.5% -4.0%-2.4%-0.2% -0.2%-3.4%-0.7%-1.5% -2.5% -2.5 %-0.1%-0.3%-1.5% -1.5%-1.5%CON: 2576.95 CON: 2576.90 CON: 2576.86 CON: 2576.97 CON: 2577.06 CON: 2577.16 CON: 2577.25 -0.5%-0.5% CON: 2577.29 CON: 2577.21 -1.5%-1.5%TRC: 2576.79 TRC: 2576.85 TRC: 2576.66 TRC: 2577.29 -1.0%-1.0%-0.9% -0.8%-0.7%-0.7%-0.6%-2.5%FG-MA: 2576.39 CON: 2576.69 -0.7%-1.5%0.0%-2.7%FG: 2577.06 -1.4%-1.1%-0.6% -0.6%-1.4%-1.5%-0.4%-1.5%-1.5%-2.0%-1.8% -0.5% -2.0 %-0.2%-3.2%0.0%-2.3% -3.2%-0.4%-1.9%-2.9%-0.5 % TRC: 2577.23TRC: 2577.08TRC: 2576.93 TRC: 2576.78TRC: 2576.62TRC: 2576.47 TRC: 2576.32 TRC: 2576.27 TRC: 2576.15 TRC: 2575.72 TRC: 2575.81CON: 2575.71 CON: 2575.79 CON: 2575.74 CON: 2576.05 -1.5%-1.5%-1.9%-1.5%-1.5%-1 .3 % -1.3%-0.6%-0.5% FL: 2575.94 FL: 2575.51FL: 2575.88 RIM: 2575.36 -0.5% -0.5% CON: 2576.25CON: 2576.06 CON: 2576.12CON: 2576.25 CON: 2576.34 -2.6%-2.8%-3.6%-0.3%-4.4%-0.5% FL: 2575.71 FL: 2575.45-2.4%CON: 2576.34 FG: 2576.38 -2.2%-3.1%-1.5% -27.8% -33.9% -8.4% -49.0% FG-MA: 2574.33 FG-MA: 2574.22 FG-MA: 2574.43 FG-MA: 2574.14 FG-MA: 2574.20 FG: 2576.67FG: 2576.55 FG: 2576.42 FG: 2576.30 -0.8%FG: 2576.18 FG: 2576.06 FG: 2575.94 CON: 2576.95-1.7%-1.8%-1.5%-1.6% -1.6% CON: 2576.34 -1.5% -1.5%-1.5%-1.5%-1.5%-1.5% -1.5%-1.5%FG: 2574.96 FG: 2575.55 -1.0% -5.0%-0.7%0.0% -2.0%-1.5% FG: 2576.11 FG: 2575.41FG: 2575.21 -2.5% -3.1%-1.5%-2.5%-0.5%-0.5% -3.5%-1.5% RIM: 2574.18 EX. RIM: 2574.12 CON: 2574.31 CON: 2574.09 CON: 2574.04 CON: 2574.25 48" IE: 2569.49 TOP OF PIPE: 2573.91 FG: 2574.97 FG: 2575.71 -0.2% -10.0%-17.2%-10.1%-22.4%-10.1%-25.2%-9.9%-20.1%-9.9%-14.7%-9.8%-17.4% -2.0%-1.5% -2.0%FG: 2576.11 AC: 2576.01 FG: 2576.22FG: 2576.03FG: 2575.92FG: 2575.81 FG: 2575.70FG: 2575.59 FG: 2575.48 FG: 2576.34 AC: 2575.38 -2.0% -1.5% -2.0% AC: 2575.49 -2.0% -1.5% -2.0% AC: 2575.60-2.0% -1.5% -2.0% AC: 2575.71 -2.0% -1.5% -2.0% AC: 2575.82 -2.0% -1.5% -2.0% AC: 2575.93 -2.0%-1.5% -2.0% AC: 2576.12 -2.0%-1.5% -2.0% -0.6% -0.7%FG: 2575.23 AC: 2575.29 AC: 2575.11 AC=CON: 2574.97 FG: 2575.39 -1.5%-2.0%-3.7% 48" IE: 2570.23 TOP OF PIPE: 2574.65 -0.2%-0.8% FG: 2574.63 -6.0%FG: 2575.48 FG: 2574.88 -6.0% FG: 2575.74 FG: 2575.14 -6.0%FG: 2575.99 FG: 2575.39-6.0%FG: 2576.25 FG: 2575.65 -6.0%FG: 2576.50 FG: 2575.90-6.0% FG: 2576.76 FG: 2576.69 FG: 2576.84 FG: 2576.78 -0.6%FG: 2576.11 -6.0%-5.2% -0.4% -0.2%-0.4%-0.4% -0.4%-0.4% -0.4% -0.4% FG: 2574.42 FG: 2575.02 -6.1%FG: 2574.73 FG: 2574.32 -0.5%-1.0%-4.0%-0.7% -1.9%-1.5%-0.4%AC=CON: 2575.00 AC=CON: 2574.91 FG: 2575.08 FG: 2573.89 FG-MA: 2574.39 FG: 2573.67 FG: 2573.66 FG: 2573.62 FG: 2574.11 FG: 2574.63 FG: 2574.74 FG-MA: 2574.13 FG-MA: 2574.16 FG-MA: 2574.12 FG-MA: 2574.61 FG-MA: 2575.13 FG-MA: 2575.24-0.2% -0.4% -0.8% -1.1% -1.2% -0.6% AC=CON: 2576.20 AC=CON: 2576.17 -2.0%CON: 2574.62 CON: 2574.66 -4.4% CON: 2576.78 CON: 2576.83 -1.0% CON: 2576.76 CON: 2576.78 CON: 2576.24 CON: 2576.29 -1.0%-1.5%CON: 2575.89 CON: 2575.94 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.1GRADING PLAN - AREA A 4020 0 FEET 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. 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. 6" THICKNESS CONCRETE SIDEWALK PER PER ACHD SUPPLEMENTAL DRAWING SD-709 - (SEE 4/RD.4). 8. CONCRETE SIDEWALK PER PER ACHD SUPPLEMENTAL DRAWING SD-709 - (SEE 4/RD.4). 9. ASPHALT PATHWAY - (SEE 2/GD.3). 10. 12" WIDE CONCRETE RIBBON CURB - (SEE 4/GD.3). 11. CONSTRUCT SWALE AS SHOWN. 12. RETAIN & PROTECT EXISTING GRAVITY IRRIGATION. 13. RETAIN & PROTECT EXISTING SEWER. 14. RETAIN & PROTECT EXISTING WATER. 15. RETAIN & PROTECT EXISTING PRESSURE IRRIGATION. 16. PRIVATE STREET SECTION - (SEE 3/GD.3). 17. CONCRETE SIDEWALK (MAIL BOX PAD) PER PER ACHD SUPPLEMENTAL DRAWING SD-709 - (SEE 4/RD.4). SEE SG.1 FOR MAILBOX INSTALLATION REQUIREMENTS. 18. RIGID CONCRETE PAVEMENT - (SEE 5/GD.3).MATCH LINE SEE SHEET GD.2W. MALBAR ST.N. ARLISS AVE.W. ORCHARD PARK DR. W. DIRECTOR LN. 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.12.00'5.00'18.00' 1 1 1 1 2 222 22 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 55 5 6 6 6 6 66 7777 7 7 7 7 8 8 8 9 9 9 9 10 101010 10 7 12 1111 11 12 12 13 13 7 14.00'5.00' 6.97' 20.00' 5.00'7.50' 5.88' 7.74'5.00'15.50' 5.00' 11.77'4.00'R23.00'R27.00'14 14 13 15 15 15 15 15R28.00'R40.50'R27.00'12.50' 12.50'5.50' 9.50'9.50' 5.50'5.00' 4.00'1.00'25.00'9.50'5.50' 39.11' CITY OF MERIDIAN SEWE R & WATE R EASE.29.04' SOUTHSLOUGH EASE. 40.00' SOUTH SLOUGH EASE.13.00' ACHDSIDEWALKEASE.16 16 16 16 16 16 16 16 16 (PRIVATE) 5.00'10.00' PUID EASE. 16.59'5.50'22.94' 7.15' 17 3 3 3 3 3 R 2 8 . 0 0 'R5.00'FUTURE MULTI-FAMILY 312.00'18 13.33'10.00'08/04/23 FP-2023-0008