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HomeMy WebLinkAboutIT c I 72 a) E U 0 U L_ Ln 0 N O N i 0 U0 CD CD z� V) CD U O 0 6 n n 1n as 1n 1n 7n 11 17 77 nA I L J 9 J U / u J v II IL IJ 19 IJ IU II 'I ) I Al CI 1I �I ) I 31 T C =852.8 `tip ti� 1 P.S. 1 PAS. ho ASPHALT PARKING /—BUMPER 1 5 �h ASPHALT 1 .S. nrnn i irnnr nnl�l TC= 852.93' NALK - ELEV.= 855.80 59' )CATE 'E 2" MAPLE IU I IJ N 0 10 20 40 5 15 30 SCALE: 1"=20' LV f L 1 I LL I LJ I L`t EROSION CONTROL PLAN LEGEND SIF --- -- SILT FENCE BARRIER INSTALLATION CONSTRUCTION LIMITS R PERMANENT SEEDING WITH TEMPORARY CONSTRUCTION INGREES /EGRESS EROSION CONTROL BLANKET DRIVE ONCE CONSTRUCTION IS COMPLETE (SC 150) CONTRACTOR TO REMOVE STONE AND RESPREAD TOPSOIL AND SEED ENTIRE AREA. CONTRACTOR STAGING AREA SHALL UTILIZE - - THE EXISTING ASPHALT AREA. CONTRACTOR `. PERMANENT SEEDING SHALL REPAIR ALL DAMAGED ASPHALT WITHIN THE AREA UPON COMPLETION OF Q THE PROJECT AND SHALL MEET THE STANDARDS AS DICTATED ON DETAILS. 0 INSERT (BAG) INLET PROTECTION tn INSERT (BAG) CURB INLET ❑ CONCRETE WASHOUT AREA PROTECTION WITH CURB FILTER P EROSION CONTROL PLAN NOTES 1. SEE SHEET C402 FOR EROSION CONTROL DETAILS. 2. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 3. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. N 4. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 5. EROSION CONTROL MAINTENANCE — SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. 6. THE 100 YEAR FLOODPLAIN FLOODWAYS ARE NOT PRESENT ON THIS SITE. 7. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL M BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 8. THE ACTUAL PERSON RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL SHALL BE DETERMINED DURING THE BIDDING PROCESS. THE AWARD WINNING CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. 9. GC /CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGED ASPHALT, CONCRETE PAVING OR CURBS IN THE WORK AREA. L EROSION AND SEDIMENT CONTROL SEQUENCE AND IMPLEMENTATION 1. IDENTIFY CONSTRUCTION STAGING, CONCRETE WASHOUT AREAS, MATERIAL STORAGE AND TOPSOIL STOCKPILE AREAS. EACH AREA SHALL BE PROPERLY PROTECTED AND DELINEATED PRIOR TO CONSTRUCTION. 2. THE NOI AND CONTACT INFORMATION FOR THE PERSON WITH ONSITE RESPONSIBILITIES MUST BE POSTED. K 3. IDEM AND CITY OF CARMEL MUST BE NOTIFIED WITHIN 48 HOURS OF COMMENCING CONSTRUCTION. 4. CONTACT INDIANA UNDERGROUND PLANNED PROTECTION SYSTEMS, INC. ( "INDIANA 811 ") FOR UNDERGROUND UTILITY LOCATIONS. (1- 800- 382 - 5544). 5. BEFORE OPENING UP THE SITE, FIRST EVALUATE, MARK AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOT ZONES, UNIQUE AREAS TO BE PRESERVED (I.E. WETLANDS), OR EXISTING VEGETATION SUITABLE FOR USE AS FILTER STRIPS (ESPECIALLY IN PERIMETER AREAS). J 6. FIRST, STRIP AND STOCKPILE ANY EXISTING TOPSOIL ON —SITE. 7. BEGIN MASS EARTHWORK FOR IMPROVEMENTS FOR PRELIMINARY GRADING. SEE "GENERAL SEEDING AND SURFACE STABILIZATION PROCEDURES" FOR TEMPORARY SEEDING GUIDELINES ON THIS SHEET. 8. IMMEDIATELY AFTER GRADING, APPLY SURFACE STABILIZATION PRACTICES ON ALL GRADED AREAS, USING PERMANENT MEASURES IN ACCORDANCE WITH THE EROSION CONTROL PLAN. HOWEVER, IF WEATHER DELAYS PERMANENT STABILIZATION, TEMPORARY SEEDING AND /OR MULCHING MAY BE NECESSARY AS A PROVISIONAL MEASURE. ALSO STABILIZE (USING TEMPORARY SEEDING /MULCHING OR OTHER SUITABLE H MEANS) ANY DISTURBED AREA WHERE ACTIVE CONSTRUCTION WILL NOT TAKE PLACE FOR 15 WORKING DAYS. 9. AFTER CONSTRUCTION AND FINAL GRADING, PERMANENTLY STABILIZE ALL DISTURBED AREAS. ALSO REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES AND ANY UNSTABLE SEDIMENT AROUND THEM, AND STABILIZE THOSE AREAS WITH PERMANENT SEEDING AND EROSION CONTROL BLANKI T IF NECESSARY. 10. MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. 2 n r 7 R 9 1(1 11 19 1� 1A 1� 1F 17 1R 1Q 2fl 21 1 22 73 2d IG IF IE ID IC IB J -, Carmel Specialty Surgery Center Tenant Improvement Meridian Crossing First Floor 11590 N Meridian Street Carmel, IN 46032 923 NE Woods Chapel Road, Suite 550 Lee's Summit, MO v 866.700.3757 / f 866.760.3757 ISSUED FOR: Zoning Review 4112012012 TI Permit 5117/2012 Site Improvements 5/23/2012 �p S F A. \ T o , R�.\y,''' PE 10000126 'I -p I` STATE OF %s/0NM_ Gastinger Walker Harden Architects 817 Wyandotte Kansas City, MO 64105 816 4218200 p 816 421 1262 f designwithinsight.com Electrical / Plumbing PKMR Engineers 8801 Ballentine, Suite 200 Overland Park, KS 66214 913.492.2400 / 2437 fax Mechanical Wiegmann Associates, Inc. 750 Fountain Lakes Blvd. St. Charles, MO 63301 314.409.3350 Structural Bob D. Campbell & Co. 4338 Belleview Kansas City, MO 64111 816.5 31.4144 Civil Cripe Architects+ Engineers 3939 Priority Way South Drive, Suite 400 Indianapolis, IN 46240 317.844.6777 Landscape Vive Exterior Design 15325 Herriman Blvd. Noblesville, IN 46060 317.7719933 KEY PLAN Drawn B Checked By EROSION CONTROL. PLAN C40' on U-M Project Number: 2012.105 © Copyright 2012