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HomeMy WebLinkAboutSite Plan-w4.!-tr�s471 o L �27L V EROSION CONTROL NOTES: 1. PLAT INFORMATION BY SCARROW AND WALKER, INC. r t CD O GRAPHIC SCALE Z .�y L �27L V EROSION CONTROL NOTES: 1. PLAT INFORMATION BY SCARROW AND WALKER, INC. r t CD O ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH GARFIELD vt -A C.t N ••. C=j SO Ca 3, C Vj �i t7� r Cn BEDDING OF CLASS 6 AGGREGATE BASE COURSE 12' 4' MI� 12' MIN. TIP. ON SIDES TYPICAL CULVERT DETAIL N.T.S. T. TYPICAL YARD LANSCAPED SURFACE f� OR AGGREATE PAVED SURFACE ( IN FEET ) 1 inch = 100 ft. ATTACH FILTER SUITABLE BACKFILL OR CLASS 6 ROAD BASEII 4" �- 12" MINIM -III III -I I ` I I �4„ II�II�IIIIIIIiIII II��� COMPACTED SUBGRADE UM CROSS— SECTION FOR FENCE C TYPICAL SILT 6 OR SCHD-40 PIPES N.T.S. N.T.S. FLOW GENERAL NOTES. EROSION CONTROL NOTES: 1. PLAT INFORMATION BY SCARROW AND WALKER, INC. 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH GARFIELD vt -A C.t N ••. C=j SO Ca 3, C Vj �i IM COCA Cn {� ir3 CIT i C/1 tr? tr 5. �O C..t -A 6.Ir 0> � -!► **4 'V FENCES OR OTHER NECESSARY EROSION PROTECTION SHALL REMAIN 6. ALL UTILITIES BOTH UNDERGROUND OR OVERHEAD, SHALL BE t,y C„rOVppQ hi CA MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE (N CONTRACTOR SHALL FIELD VERIFY DURING CONSTRUCTION ALL d VL7StV... L3 CIS C7 Cb NC-...-+ivLsGt Cap N i-. CC40 'V V 'V t� C. 8. W, z3E 0 :k -X 4 zF, q ochco(.n<a-0 DRIVEWAY DRAINAGE AND ANY POTENTIAL SEEPAGE DRAINAGE TO BE PERFORMED AS NEEDED WITH CONSULTATION BY THE ENGINEER. DRAINAGE AND SWMS NOTES: tf'46 ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH GARFIELD COUNTY DESIGN AND CONSTRUCTION STANDARDS. cJi \t Cf! �11 LfIrt X71 .,�► r 3. CONSULT WITH GEOTECHNICAL ENGINEER AND FOLLOW ANY RECOMMENDATIONS REGARDING FILL AND COMPACTED AREAS. FLOW FINISH AGGREGATE SURFACE 2' 14' 2% � � PROPOSED GRADE 2:1 SLOPE MAX. (T/P.) N ' DRAIN :GE SWALE (.LEAR, GRUB AND -TRIP A_L TOPSOIL. L 2:1 SLOPE MAX.TYP. 6" OF CLASS 6 AGGREGATE SCARIFY, WET TO OPTIMUM MOISTURE \ MAX(TYP. CONTENT AND RECOMPACT SUBGRADE A MIN. UP TO 1.25:1 WITH PERMANENT EROSION COMPACTED TO 957 DEPTH OF 8" TO 95% STANDARD PROCTOR PROTECTION AND/OR RETAINAGE STANDARD PROCTOR MIN. 12" OF CLASS 3 PIT N NOTE., DRIVEWAY FILL NOTE. 3" MINUS MATERIAL OR APPROVED EXISTING SUBGRADE SOIL CONDITIONS USE SUITABLE 3" MINUS PIT RUN MATERIALS IN DRIVEWAY FILL AND/OR ONSITE MATERIALS MAY BE FILL DEPTHS UTILIZING CLASS 3 Piz ONSITE MATERIAL COMPACTED TO SUITABLE FOR USE UPON APPROVAL BY AREAS PLACED IN MIN. 12" LIFTS AND COMPACTED TO 95% RUN MINUS MATERIAL) WILL VARY 95% STANDARD PROCTOR THE GEOTECHNICAL ENGINEER. STANDARD PROCTOR. ONSITE MATERIALS MAY BE SUITABLE FOR AS REQUIRED TO BRING ROAD USE UPON APPROVAL BY THE GEOTECHNICAL ENGINEER. SURFACE A MINIMUM 6" ABOVE ADJACENT GRADES OR AS REQUIRED FOR DRAINAGE. FINISH AGGREGATE PROPOSED 1 SLOPE MAX. (TYP.) 14' (L MIN. 2' CONTRACTOR TO CONSTRUCT DRAINAGE SWALE ALONG TOE OF ANY EXISTING AND PROPOSED CUTS N DRAINAGE SWALE CLEAR, GRUB AND STRIP ALL TOPSOIL. 6" OF CLASS 6 AGGREGATE SCARIFY, WET TO OPTIMUM MOISTURE COMPACTED TO 95% DEPTH OF 8" TOO 95% 2:1 SLOPE MAX. (TYP.) CONTENT AND SUBGRADE A MIN. STANDARD PROCTOR UP TO 1.25:1 WITH PERMANENT EROSION 95% STANDARD PROCTOR 12" OF CLASS 3 PIT RUN PROTECTION AND/OR RETAINAGE 3" MINUS MATERIAL OR APPROVED ONSITE MATERIAL COMPACTED TO NOTE: 95% STANDARD PROCTOR EXISTING SUBGRADE SOIL CONDITIONS DRIVEWAY FILL NOTE: AND/OR ONSITE MATERIALS MAY BE USE SUITABLE 3MINUS PIT RUN MATERIALS IN DRIVEWAY FILL SUITABLE FOR USE UPON APPROVAL BY AREAS PLACED IN MIN. 12" LIFTS AND COMPACTED TO 95% THE GEOTECHNICAL ENGINEER. STANDARD PROCTOR. ONSITE MATERIALS MAY BE SUITABLE FOR USE UPON APPROVAL BY THE GEOTECHNICAL ENGINEER. ROAD SECTION STA TO DETAIL 2"X2"X3' STAKE (TYP.) BALES EMBEDDED TO 6" STRAW CHECK DAM DETAIL N.T.S. NO.1 DATE I REVISION I BY ELK VALLEY ESTATES Garfield County, Colorado BRUCKER RESIDENCE DRAFT DRIVEWAY IMPROVEMENT PLAN 'RIS ENGINEERING. LLCDESIGN & CONSTRUCTION RECOMMENDATION: L CONSULTANT�)l 502 MAIN STREET, SUITE A3 DES. PER I CK YTN FILE NO. SHEET 1 CARBONDALE, CO 0S623 (970) 704-0311 DR. PER DATE 6/15/06 26132.01 OF ? GENERAL NOTES. EROSION CONTROL NOTES: 1. PLAT INFORMATION BY SCARROW AND WALKER, INC. 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH GARFIELD 2. THE PROPOSED HOUSE DESIGN AND OTHER SITE IMPROVEMENTS COUNTY DESIGN AND CONSTRUCTION STANDARDS. BY 2. CONTRACTOR TO UTILIZE "BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION. SEDIMFk' 3, DRIVEWAY DESIGN AND GRADING BY SOPRIS ENGINEERING, LLC. TRANSPORT AND EROSION TO OFF SITE AREAS SHALL BE PREVENTED. 4 THE BASE DRAWING IS FROM A SCAN OF THE PLAT, BY SCARROW 3. CONTRACTOR RESPONSIBLE FOR INSTALLATION, INSPECTION, AND WALKER, INC. MAINTENANCE AND PERFORMANCE OF TEMPORARY AND PERMANENT EROSION CONTROL. 5. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OF CONSTRUCTION. CONTRACTOR SHALL NOT 4, THE CONTRACTOR SHALL MAINTAIN SEDIMENT AND EROSION PROTECTION THROUGHOUT THE CONSTRUCTION OPERATION. SILT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. FENCES OR OTHER NECESSARY EROSION PROTECTION SHALL REMAIN 6. ALL UTILITIES BOTH UNDERGROUND OR OVERHEAD, SHALL BE IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN REVEGETATED AND/OR STABILIZED. MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE 5, CONTRACTOR SHALL FIELD VERIFY DURING CONSTRUCTION ALL RESPONSIBLE AND LIABLE FOR ANY DAMAGE TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. EROSION CONTROL METHODS AND EXTENT. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL 6, PERMANENT EROSION CONTROL TO BE PLACED AFTER CUT AND FILL SLOPES ARE IN PLACE. FINISH SLOPES GREATER THAN 2:1 SHALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION. HAVE PERMANENTLY INSTALLED EROSION CONTROL. 8. DESIGN, EXTENSIONS OR REPLACEMENT OF ANY CULVERTS, IRRIGATION PIPING OR OTHER STRUCTURES APPLICABLE TO THE DRIVEWAY IMPROVEMENTS TO BE PERFORMED AS NEEDED WITH CONSULTATION BY THE ENGINEER. 9. DRIVEWAY DRAINAGE AND ANY POTENTIAL SEEPAGE DRAINAGE TO BE PERFORMED AS NEEDED WITH CONSULTATION BY THE ENGINEER. DRAINAGE AND SWMS NOTES: I. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH GARFIELD COUNTY DESIGN AND CONSTRUCTION STANDARDS. 2. SURFACE DRAINAGE TO BE COLLECTED AND CONVEYED IN DRAINAGE SWALES, DRAIN PIPES AND CULVERTS AND ROUTED TO DRAINAGE SWALES AND IN LANDSCAPE AREAS. 3. CONSULT WITH GEOTECHNICAL ENGINEER AND FOLLOW ANY RECOMMENDATIONS REGARDING FILL AND COMPACTED AREAS. 4. THE PRELIMINARY DRIVEWAY AND DRAINAGE IMPROVEMENT RECOMMENDATIONS ARE BASED UPON OBSERVATIONS IN THE FIELD AND INFORMATION SUPPLIED TO US BY OTHERS. IF SOIL OR SITE CONDITIONS ARE FOUND TO BE DIFFERENT FROM THOSE INDICATED, SOPRIS ENGINEERING SHOULD BE NOTIFIED TO EVALUATE THE EFFECT IT MAY HAVE ON THE PRELIMINARY DRIVEWAY AND DRAINAGE IMPROVEMENT RECOMMENDATIONS. FINISH AGGREGATE SURFACE 2' 14' 2% � � PROPOSED GRADE 2:1 SLOPE MAX. (T/P.) N ' DRAIN :GE SWALE (.LEAR, GRUB AND -TRIP A_L TOPSOIL. L 2:1 SLOPE MAX.TYP. 6" OF CLASS 6 AGGREGATE SCARIFY, WET TO OPTIMUM MOISTURE \ MAX(TYP. CONTENT AND RECOMPACT SUBGRADE A MIN. UP TO 1.25:1 WITH PERMANENT EROSION COMPACTED TO 957 DEPTH OF 8" TO 95% STANDARD PROCTOR PROTECTION AND/OR RETAINAGE STANDARD PROCTOR MIN. 12" OF CLASS 3 PIT N NOTE., DRIVEWAY FILL NOTE. 3" MINUS MATERIAL OR APPROVED EXISTING SUBGRADE SOIL CONDITIONS USE SUITABLE 3" MINUS PIT RUN MATERIALS IN DRIVEWAY FILL AND/OR ONSITE MATERIALS MAY BE FILL DEPTHS UTILIZING CLASS 3 Piz ONSITE MATERIAL COMPACTED TO SUITABLE FOR USE UPON APPROVAL BY AREAS PLACED IN MIN. 12" LIFTS AND COMPACTED TO 95% RUN MINUS MATERIAL) WILL VARY 95% STANDARD PROCTOR THE GEOTECHNICAL ENGINEER. STANDARD PROCTOR. ONSITE MATERIALS MAY BE SUITABLE FOR AS REQUIRED TO BRING ROAD USE UPON APPROVAL BY THE GEOTECHNICAL ENGINEER. SURFACE A MINIMUM 6" ABOVE ADJACENT GRADES OR AS REQUIRED FOR DRAINAGE. FINISH AGGREGATE PROPOSED 1 SLOPE MAX. (TYP.) 14' (L MIN. 2' CONTRACTOR TO CONSTRUCT DRAINAGE SWALE ALONG TOE OF ANY EXISTING AND PROPOSED CUTS N DRAINAGE SWALE CLEAR, GRUB AND STRIP ALL TOPSOIL. 6" OF CLASS 6 AGGREGATE SCARIFY, WET TO OPTIMUM MOISTURE COMPACTED TO 95% DEPTH OF 8" TOO 95% 2:1 SLOPE MAX. (TYP.) CONTENT AND SUBGRADE A MIN. STANDARD PROCTOR UP TO 1.25:1 WITH PERMANENT EROSION 95% STANDARD PROCTOR 12" OF CLASS 3 PIT RUN PROTECTION AND/OR RETAINAGE 3" MINUS MATERIAL OR APPROVED ONSITE MATERIAL COMPACTED TO NOTE: 95% STANDARD PROCTOR EXISTING SUBGRADE SOIL CONDITIONS DRIVEWAY FILL NOTE: AND/OR ONSITE MATERIALS MAY BE USE SUITABLE 3MINUS PIT RUN MATERIALS IN DRIVEWAY FILL SUITABLE FOR USE UPON APPROVAL BY AREAS PLACED IN MIN. 12" LIFTS AND COMPACTED TO 95% THE GEOTECHNICAL ENGINEER. STANDARD PROCTOR. ONSITE MATERIALS MAY BE SUITABLE FOR USE UPON APPROVAL BY THE GEOTECHNICAL ENGINEER. ROAD SECTION STA TO DETAIL 2"X2"X3' STAKE (TYP.) BALES EMBEDDED TO 6" STRAW CHECK DAM DETAIL N.T.S. NO.1 DATE I REVISION I BY ELK VALLEY ESTATES Garfield County, Colorado BRUCKER RESIDENCE DRAFT DRIVEWAY IMPROVEMENT PLAN 'RIS ENGINEERING. LLCDESIGN & CONSTRUCTION RECOMMENDATION: L CONSULTANT�)l 502 MAIN STREET, SUITE A3 DES. PER I CK YTN FILE NO. SHEET 1 CARBONDALE, CO 0S623 (970) 704-0311 DR. PER DATE 6/15/06 26132.01 OF ?