Loading...
HomeMy WebLinkAboutSD.2_STORM DRAIN (PRIVATE) - AREAS 4 & 5VV IRV IR V JB JB SG#4 1000 GAL S&G TRAP 12" IE IN: 2571.49 TOP OF LOWER BAFFLE EL: 2571.34 12" IE OUT: 2570.23 (N) N: 727253.7893 E: 2450764.4853 6" IE: 2573.25 SDMH-4E RIM EL: 2577.88 N: 727191.0165 E: 2451160.2435 12" IE OUT: 2574.38 (W) SDMH-4D RIM EL: 2578.18 N: 727193.0217 E: 2450978.7526 8" IE IN : 2572.69 (N) 12" IE IN : 2572.35 (E) 12" IE OUT: 2572.25 (W) N: 727252.2829 E: 2450900.8314 6" IE: 2573.82 N: 727251.4146 E: 2450979.3977 8" X 6" TEE 8" X 6" RED (E&W) 6" IE: 2573.03 8" IE: 2573.03 78.57 LF 6" SDR 35 PVC @ 1.0%111.04 LF 6" SDR 35 PVC @ 1.59%33.40 LF 8" C-900 PVC @ 1.0%N: 727250.1922 E: 2451090.4337 6" IE: 2574.80FG: 2576.68 177.50 LF 12" SDR 35 PVC @ 1.14%94.35 LF 12" C-900 PVC @ 0.50% SDMH-4C RIM EL: 2576.73 N: 727194.1083 E: 2450880.4054 12" IE IN: 2571.77 (E) 12" IE OUT: 2571.67 (N) 9.26 LF 12" SDR 35 PVC @ 0.50% RIM: 2577.10 RIM: 2577.14 27.20 LF 12" SDR 35 PVC @ 0.50% SDMH-4A RIM EL: 2576.83 N: 727244.6619 E: 2450863.2992 12" IE IN: 2570.09 (S) 18" ADS IE OUT: 2570.09 (W) SDMH-4B RIM EL: 2577.18 N: 727203.5726 E: 2450880.5100 12" IE IN: 2571.64 (S) 12" IE OUT: 2571.54 (NW) 5.46 LF 12" SDR 35 PVC @ 0.50% IR V IR V JB JB SG#5 1000 GAL S&G TRAP 6" IE IN: 2570.04 (W) 12" IE IN: 2569.54 (S) TOP OF LOWER BAFFLE EL: 2569.29 18" IE OUT: 2568.04 (N) FG: 2575.21 N: 727255.9419 E: 2450569.6465 6" IE: 2572.38 N: 727255.0427 E: 2450651.0414 8" X 6" TEE 8" X 6" RED (E&W) 6" IE: 2571.57 8" IE: 2571.57 57.90 LF 8" C-900 PVC @ 1.0%81. 40 LF 6" SDR 35 PVC @ 1.0% SDMH-5C RIM EL: 2576.77 N: 727196.6495 E: 2450650.4004 8" IE IN : 2570.99 (N) 12" IE IN : 2570.66 (E) 12" IE OUT: 2570.56 (W) SDMH-5D RIM EL: 2576.38 N: 727195.2696 E: 2450775.3015 12" IE OUT: 2572.88 (W) 120.91 LF 12" SDR 35 PVC @ 1.84%119.89 LF 12" SDR 35 PVC @ 0.50% SDMH-5B RIM EL: 2576.04 N: 727198.0180 E: 2450526.5220 12" IE IN: 2569.96 (E) 12" IE IN: 2569.96 (SW) 12" IE OUT: 2569.86 (N) 28.87 LF 12" C-900 PVC @ 3.91% SDMH-5A RIM EL: 2575.36 N: 727175.0035 E: 2450503.0894 6" IE IN: 2571.59 (SW) 12" IE OUT: 2571.09 (NE) 17.73 LF 6" SDR 35 PVC @ 2.0% N: 727166.2011 E: 2450485.4342 6" IE: 2571.94 FG: 2574.96 N: 727257.6902 E: 2450411.4152 6" IE: 2571.46 N: 727256.7434 E: 2450497.1025 6" IE: 2570.60 85.69 LF 6" SDR 35 PVC @ 1.0% 19.89 LF 6" SDR 35 PVC @ 1.0% 22.98 LF 6" SDR 35 PVC @ 1.0% 12.58 LF 6" SDR 35 PVC @ 1.0% N: 727236.8580 E: 2450496.8771 6" IE: 2570.40 N: 727236.5975 E: 2450519.8578 6" IE: 2570.17 26.29 LF 12" C-900 PVC @ 1.22% RIM: 2575.90 RIM: 2576.03 N: 727253.7893 E: 2450764.4853 6" IE: 2573.25 113.45 LF 6" SDR 35 PVC @ 1.5% 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955f.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, LLC PROFESSIONALE 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-2023-0102SD.2 FEET 0 20 40 STORM DRAIN (PRIVATE) - AREAS 4 & 5 1 1. 48" DIA. CONCRETE STORM DRAIN CATCH MANHOLE PER ACHD STANDARD SUPPLEMENTAL DRAWING SD-611 (SEE SD.4). 2. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER DESIGN GUIDELINES BMP #1 (SEE SHEET SD.4 AND SEE DETAIL 2/SD.3). 3. SEEPAGE BED PER CURRENT ACHD STORM WATER DESIGN GUIDELINES BMP #20 (SEE SHEET SD.5 AND SEE DETAIL 1/SD.3). CORNER MARKERS ARE NOT REQUIRED FOR PRIVATE SEEPAGE BEDS. 4. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 (SHEETS 1 & 2) - (SEE SHEET SD.4). LOCATE MONITORING WELLS IN ACCORDANCE WITH CURRENT ACHD STORMWATER GUIDELINES BMP #4 SHEET 2. 5. SOLID WALL 18" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE AND 5-FEET INTO SEEPAGE BED (NON-PERORATED). 6. CAP END. 7. STANDARD 8" TRAFFIC RATED CLEANOUT PER ISPWC SD-506 (SEE SHEET SD.5). 8. STORM DRAIN SERVICE - (SEE 3/SD.3). 9. STANDARD SERVICE MARKER PER ISPWC SD-512. 10. 12" ADS N12 MANIFOLD. W. DIRECTOR LN. (PRIVATE) FEET 0 20 40 W. DIRECTOR LN. (PRIVATE) 1. SEE SHEET THE PROJECT GEOTECHNICAL REPORT FOR EARTHWORK REQUIREMENTS. 2. ALL PIPE FITTINGS INCLUDING BUT NOT LIMITED TO BENDS, TRANSITIONS, TEES, AND REDUCERS ARE NOT CALLED OUT ON THE PLANS AND ARE INCIDENTAL TO THE STORM DRAIN SYSTEM. CONTRACTOR SHALL PROVIDE ALL FITTINGS INCLUDING BUT NOT LIMITED TO BENDS, TRANSITIONS, TEES, AND REDUCERS AS REQUIRED TO COMPLETE THE STORM DRAIN SYSTEM. ALL FITTINGS AND PIPING SHALL BE SDR 35 PVC UNLESS SPECIFICALLY NOTED TO BE C-900 PVC - FITTINGS JOINING C-900 PVC PIPE SHALL BE 900 PVC. 3. ADJUST STRUCTURE FRAMES AND COVERS TO MATCH FINAL FINISHED GRADE ELEVATIONS AND SLOPE. (SEE GRADING PLANS). 4. ALL TRENCHING AND BACKFILL FOR STORM DRAIN CONSTRUCTION SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE PROJECT GEOTECHNICAL REPORT, AND THE CURRENT EDITION OF THE ISPWC. 5. PROVIDE CONCRETE COLLARS FOR ALL MANHOLES, AND CLEANOUTS WITHIN PAVED LOCATIONS PER THE ISPWC. 6. TEMPORARY INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED WITHIN ALL STORM DRAIN INLETS THROUGHOUT THE DURATION OF CONSTRUCTION. TEMPORARY INLET PROTECTION SHALL BE REMOVED UPON COMPLETION OF ALL LANDSCAPING, FINAL SITE CLEANUP AND PARKING LOT SWEEPING. 57.00'10.00'5.96'34.00'3.75'7.89'3.75'15.40'SEEPAGE BED #4 SEEPAGE BED #5 1 11 1 1 1 1 12. 00'2.00'2 2 3 3 4 4 5 5 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 88 8 88 88 8 8 25.00'MIN.2.00'2.00'2.00'2.00'4 135 °14 4 °82°90°90°90°90°97° W. ORCHARD PARK DR. W. ORCHARD PARK DR. 108 7 9 168° 134°90°08/04/23 FP-2023-0008