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HomeMy WebLinkAboutPlans1. GRADING ACTIVITIES SHALL BE CONDUCTED IN CONFORMANCE WITH APPLICABLE GARFIELD COUNTY STANDARDS. 2. EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN CONFORMANCE WITH APPLICABLE GARFIELD COUNTY STANDARDS. 3. REFER TO THE GRADING AND EROSION CONTROL PLAN FOR SURFACE RESTORATION REQUIREMENTS. 4. EROSION CONTROL MATS SHALL BE PLACED ON ALL SLOPES STEEPER THAN 2:1. 1. TOTAL DISTURBED AREA SHALL BE STABILIZED, REVEGETATED AND SEEDED IN ACCORDANCE WITH GARFIELD COUNTY STANDARDS. 2. ALL SEED MUST BE CERTIFIED WEED FREE. NO SEED CAN CONTAIN ANY SPECIES ON THE COUNTY OR STATE NOXIOUS WEED LISTS. 3. PURITY TAGS MUST BE SUBMITTED TO THE COUNTY VEGETATION MANAGER ID REQUESTED. 4. A VIABLE SEEDBED MUST BE PREPARED BY EITHER DISKING OR HAND RAKING. 5. A SEED DRILL SHOULD BE USED ON SLOPES THAT ARE LESS THAN 2:1, AND THE DRILL TUBE SPACING SHOULD BE 6-7 INCHES. IF A SEED DRILL IS NOT USED ON SLOPES LESS THAN 2:1, THE AREA MUST BE HARROWED AFTER SEEDING TO INCORPORATE SEED INTO THE SOIL. 6. SEEDING RATE: IF A SEED DRILL IS USED, 6-10 PLS/ACRE. OTHERWISE, 8-12 PLS/ACRE. 7. ON SLOPES THAT ARE GREATER THAN 2:1 WHERE DRILLING THE SEED IS NOT PRACTICAL, HAND RAKING IS REQUIRED TO INCORPORATE THE SEED INTO THE SOIL. 8. THE SITE MUST BE MULCHED WITH WEED -FREE MULCH AFTER PLANTING. MULCH SHOULD BE APPLIED AT THE RATE OF 2 TONS PER ACRE. 9. A PLANTAGO -BASED TACKIFIER OR SIMILAR, APPROVED PRODUCT MUST BE APPLIED ON ALL MULCH AT THE RATE OF 150 LBS. PER ACRE TO PREVENT WIND FROM BLOWING STRAW OFF THE REVEGETATED AREAS. 10.IF AREA TO BE REVEGETATED IS CURRENTLY DOMINATED BY PASTURE GRASSES A DRY OR IRRIGATED PASTURE MIX AVAILABLE AT PLACES SUCH AS THE CARBONDAL.E CO-OP IS ACCEPTABLE. 11. SUBSTITUTIONS TO THE RECOMMENDED NATIVE SEED MIX MUST BE APPROVED BY VEGETATION MANAGEMENT PRIOR TO INSTALLATION. iI f" 1. PROPOSED DRIVE CULVERTS SHALL BE A MINIMUM OF 15" IN DIAMETER OR AS NOTED. 2. CORRUGATED STEEL PIPE CULVERTS SHALL HAVE A MINIMUM COVER DEPTH OF 12 INCHES AND SHALL SUPPORT A.A.S.H.T.O. HS -20 VEHICLE LOADING. 3. CORRUGATED STEEL PIPE CULVERTS SHALL CONFORM TO THE REQUIREMENTS OF A.A.S.H.T.O. M36. 4. ALL CORRUGATED CULVERTS SEGMENTS SHALL BE JOINED TOGETHER USING WATERTIGHT COUPLING BANDS AND GASKETS, IN ACCORDANCE WITH MANUFACTURES INSTALLATION GUIDELINES. 6. THE GALVANIZED STEEL FLARED END SECTIONS (FES) SHALL BE MANUFACTURED IN ACCORDANCE WITH AASHTO M36 STANDARDS, AND SHALL BE JOINED TO THE CULVERT WITH A TYPE 2 CONNECTOR. 7. BEDDING MATERIAL SHALL CONSIST OF 3 INCHES OF CDOT CLASS 6 AGGREGATE BASE COURSE (ABC) OR SELECT ON-SITE MATERIAL. REFER TO DETAIL ON SHEET C4. 8. TRENCH HAUNCHING AND BACKFILL MATERIAL SHALL CONSIST OF SUITABLE FILL MATERIAL PER MANUFACTURER'S SPECIFICATIONS, AND COMPACTED TO 95 PERCENT MODIFIED PROCTOR DENSITY. 9. ADEQUATE TEMPORARY COVER SHALL BE PLACED ABOVE THE CULVERTS DURING CONSTRUCTION TO PREVENT DAMAGE. 10. CULVERTS SHALL BE PLACED AT ALL LOW POINTS AND DITCH CROSSINGS AND APPROXIMATELY EVERY 1000' FEET ALONG THE DRIVE. 11. OPEN IRRIGATION DITCH CROSSINGS ARE TO BE VERIFIED BY PROPERTY OWNER AS TO WHETHER THEY ARE TO REMAIN ACTIVE. ROAD GRADE MAY NEED TO BE MODIFIED TO MAINTAIN 1' OF COVER OVER PIPE. ROAD GRADE CHANGES TO BE VERIFIED WITH OWNER. UNCC CALL BEFORE 1YOU DIG 1-800-922-1987 Utility Notification Center of Colorado Administrafive Office 303-232-1991 12600 W. Colfax Ave., Suite B310 Lakewood,Co 80215 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. H2i*ahwav 13 IVT -x 13 T3 11�1 01-/ - xNx 111XIANC _rff___`XEMPT10N SURVEY PLAT SITUATED IN: GARFIELD COUNTY STATE OF COLORADO PARCEL NUMBER: 2393-1840-0106 VICINITY MAP SCALE: 1" =B00 - CIVIL SHEET INDEX SHEET NUMBER TITLE C1 TI -01- TITLE SHEET C2 GR -SP -01---- GRADING + EROSION CONTROL PLAN C3 PP -01 DRIVEWAY PLAN AND PROFILE HIGH COUNTRY ENGINEERING. INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE 101 GLENWOOD SPRINGS, COLORADO 81601 PH: (970) 945-8676 FAX: (970) 945-2555 1. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, TOP SOIL AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING THE GROUND TO PROVIDE A BOND WITH THE FILL MATERIAL. 2. FILL MATERIAL SHALL NOT NOT INCLUDE ORGANICS, FROZEN OF OTHER DELETERIOUS MATERIAL. NO ROCKS OR SIMILAR IRREDUCIBLE MATERIAL GREATER THAN 12 INCHES IN ANY DIMENSION SHALL BE INCLUDED IN THE FILL MATERIAL. 3. ALL FILL AREAS SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY, IN LIFTS NOT EXCEEDING 12 INCHES, IN ACCORDANCE WITH A GEOTECHNICAL ENGINEER'S RECOMMENDATION. 4. THE PROPOSED RESIDENTIAL DRIVEWAY SHALL HAVE A STANDARD WIDTH OF 16 FEET AND SHALL HAVE A TOP SURFACE OF C.D.O.T. CLASS 6 AGGREGATE BASE COURSE (ABC) 6 INCHES DEEP OVER A STABILIZED SUBGRADE REVIEWED BY THE GEOTECHNICAL ENGINEER. 5. ALL SLOPES STEEPER THAN 2:1 SHALL BE TREATED WITH SEED AND MULCH AND EROSION CONTROL BLANKET NORTH AMERICAN GREEN SC150 OR EQUIVALENT. 6. EROSION CONTROL BALES, SILT FENCE OR WADDLES SHALL BE PLACED AT THE TOE AND DRAINAGE OUTFALL POINTS OF ALL SLOPES DISTURBED SLOPES 2:1 OR STEEPER TO PREVENT SILTATION. REFER TO GRADING AND EROSION CONTROL PLAN FOR DETAIL AND LOCATION OF EROSION CONTROL MEASURES. 7. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY AND STATE REGULATIONS PERTAINING TO SHORING, GRADING, TRAFFIC CONTROL, NOISE CONTROL. DUST CONTROL AND EROSION CONTROL. B. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 9. ALL DISTURBED AREAS SHALL RE -SEEDED, MULCHED OR SODDED AS PER GARFIELD COUNTY CRITERIA. 10. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS, INCLUDING EROSION CONTROL AROUND THE PERIMETER OF SAID STOCKPILES. 11. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND -CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTIES. 12. ALL EXISTING UTILITY LINE LOCATIONS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 13. THE CONTRACTOR SHALL PROVIDE SOIL CLASSIFICATION AND GRADATION REPORTS FOR EARTHEN IMPORT MATERIALS TO THE OWNER FOR REVIEW AND APPROVAL, PRIOR TO TRANSPORTING FILL MATERIAL TO THE SITE. 14. THE OWNER SHALL ARRANGE FOR THE INSTALLATION APPROPRIATE SAFETY MEASURES AT THE DRIVEWAY CULVERT CROSSING PRIOR TO COMPLETION OF CONSTRUCTION. 15. EXISTING CONDITIONS SURVEY DATA OBTAINED FROM THE "IMPROVEMENT AND TOPOGRAPHIC SURVEY, LOT 2 BURRY RANCH" BY HIGH COUNTRY ENGINEERING INC. DATED: 11/18/19. 16. DRIVEWAY PULLOUTS SHALL BE PROVIDED AS SHOWN ON THE PLANS ALONG THE ALIGNMENT. PULLOUTS SHALL BE A MINIMUM 50' LONG AND 10' WIDE AND TAPER ON EITHER END BACK TO THE DRIVEWAY. f .;GA?yli_NLJ' �J_NON D, NA, IIV[ SCLL, SCIENTIFIC NAME PASCOPYRUM SMITHII ELYMUS TRACHYCAULUS PSEUDOREGNERIA SPICATA NASSELLA VIRIDULA BOUTELOUA GRACILIS ACHNATHERUM HYMENOIDES PERCENT OF MIX 10 15 10 ACCORDING TO THE "IMPROVEMENT AND TOPOGRAPHIC SURVEY, LOT 2 BURRY RANCH" BY HIGH COUNTRY ENGINEERING INC. DATED: 11/18/19: "ELEVATIONS ARE BASED ON A NAVD88 YIELDING AN ON-SITE ELEVATION OF 6075.20 ON A 15 REBAR AND CAP, L.S. 19598" ENGINEER'S CERTIFICATION PREPARED UNDER MY SUPERVISION ROGER D. 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BVOI�,�OPN S\oN G V -_�J(1y\7\\)i\\ \\\ ,\M , Drive 2 PROFILE 6060 -- 1 0, 1 6050 15" 1 r //1717 1 N 5980 __ I i_ L I_ I I I O O N n� D n N DO N N CD '06 O r N t N cli N co N N O00 N O 0C:) O 0 ON O Z N O0 o OO CO OCA to O 0 O OOp CO w cD O ° 0 cQO Io (o D < rr W Z a1 /n Q A nz 1 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 0+00 U z - 6040 = (L EXISTING WELL WATER VALVE IRRIGATION VALVE BOX UTILITY POLE GUY WIRE SEDIMENT CONTROL LOG RIP RAP SIGN SPOT ELEVATION SLOPE OR GRADE LEGEND PROPOSED EXISTING BOUNDARY ADJOINER STRUCTURE GRAVEL STRUCTURE WATER WIRE FENCE FLOWLINE CONTOUR CONTOUR ELECTRIC LINE STRAW/WATTLE FENCE LEGEND 7910 —E—E- 7910 E 7910 ---- I �l1E—°HE—°HE— ri U "ORMPi / 00% M r - N tD O N M 00 to ED 12+00 CALL BEFORE DIG YOU DIG Utility Notification Center of Cdomdo .�.0 V in 1� O In N - O N W r '' 001 W CD '06 O ZZW(L NU U Lj c6 r� Z + L Z y Z z w - -- w <awm _ Ln 0 IROPOSE D < rr W Z a1 /n Q A nz 1 ® ��z w GROU D U z - 6040 = (L W .�.0 12+00 13+00 14+00 15+00 W O J�p� N ZZW(L r� Z 03 ■ 0 �o�Z0 6050 IROPOSE D < II 1 w GROU D a 6040 W -000% 0.c1% 6030 6020 10" ULVERT EXISTING- GROUND 6010 6000 EXI MING PROPOSED ELEV kTION ELEV TION 5990 ,5980 M ! 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