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Home My WebLink AboutPlans15524 HIGHWAY 82 GRADING PLANS SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M. GARFIELD COUNTY, STATE OF COLORADO GENERAL NOTES: PARCEL ID: 239131200021 1. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. CONTRACTOR IS REQUIRED TO PERFORM UTILITY LOCATES BEFORE START OF CONSTRUCTION WHENEVER CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT THE ENGINEER IMMEDIATELY. 2. THE CONTRACTOR SHALL OBTAIN, AT THEIR EXPENSE, ALL PERMITS THAT ARE NECESSARY TO PERFORM THE PROPOSED WORK. 3. THESE PLANS WERE PREPARED WITHOUT THE BENEFIT OF A COMPLETE GEOTECHNICAL STUDY AND A SITE SPECIFIC SOIL SURVEY. 4. ENTIRE SITE IS LOCATED WITHIN ZONE C, WHICH IS DEFINED AS AREAS OF MINIMAL FLOODING. THE SITE APPEARS ON FIRM MAP 0802051880 B, DATED JANUARY 3, 1986. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS. GENERAL GRADING NOTES: 1. ALL STRUCTURES, CONCRETE, TREES (DESIGNATED), BRUSH AND RUBBISH SHALL BE REMOVED AND ACCEPTABLY DISPOSED OF PER GARFIELD COUNTY STANDARDS. 2. ALL ORGANIC MATTER SHALL BE REMOVED FROM FILL AREAS. 3. ALL FILL AREAS SHALL BE COMPACTED IN ACCORDANCE WITH A GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. ALL SLOPES STEEPER THAN 3:1 SHALL BE TREATED WITH SEED AND MULCH AND EROSION CONTROL BLANKET NORTH AMERICAN GREEN SC150 OR EQUIVALENT. 5.EROSION CONTROL BALES OR SILT FENCE SHALL BE PLACED AT THE TOE AND DRAINAGE OUTFALL POINTS OF A )SLOPES 2:1 OR STEEPER TO PREVENT SILTATION ON STREETS. REFER TO GRADING AND EROSION CONTROL AN FOR DETAIL AND LOCATION OF EROSION CONTROL MEASURES. /Or7") TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE EGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS, I DING EROSION CONTROL AROUND THE PERIMETER OF SAID STOCKPILES. 67. T ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND—CAUSED EROSION. WORK 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 G8. DAMMAGE TO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY AND STATE REGULATIONS PERTAINING TO SHORING, DING, TRAFFIC CONTROL, NOISE CONTROL. DUST CONTROL AND EROSION CONTROL. 9. T CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION BEST MANAGEMENT PRACTICE (BMPs) ION DEVICES PRIOR TO COMMENCEMENT OF WORK. 10. E CONTRACTOR SHALL IMPLEMENT ALL FUGITIVE DUST CONTROL BEST MANAGEMENT PRACTICE (BMPs) PR DURES PRIOR TO COMMENCEMENT OF WORK. 11. THE CONTRACTOR SHALL PERIODICALLY INSPECT AND MAINTAIN ALL EROSION AND SEDIMENTATION EROSION CONTROL BEST MANAGEMENT PRACTICE (BMPs) MITIGATION DEVICES THROUGH OUT THE DURATION OF THE PROJECT. 12. 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. DOF E CONTRACTOR SHALL RESEARCH AND IDENTIFY THE ADJUDICATED WATER RIGHTS AND MAXIMUM FLOW ASSOCIATED WITH THE EXISTING IRRIGATION DITCH. THE CONTRACTOR SHALL DETERMINE THE APPROPRIATE THE PROPOSED IRRIGATION CULVERT, PRIOR TO CONSTRUCTION. 14. THE PROPOSED EARTHEN BERMS SHALL BE EQUIPPED WITH ADEQUATE STABILIZATION MEASURES TO PREVENT SOIL FAILURE OF THE SIDE SLOPES FROM OCCURRING. VICINITY MAP 15. L DISTURBED EARTHEN SURFACES SHALL BE STABILIZED, DRESSED WITH TOPSOIL, BLANKETED, FINE GRADED, SEED AND MULCHED, IN ACCORDANCE WITH ALL APPLICABLE GARFIELD COUNTY REVEGETETION REQUIREMENTS. SCALE: 1" = 4,400' 16. ALL EXISTING UTILITY LINE LOCATIONS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. UNDER GROUND UTILITIES DO NOT APPEAR ON THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITY BENCHMARK: NOTIFICATION CENTER OF COLORADO (U.N.C.C.) TO ARRANGE FOR MARKING OF UNDER GROUND UTILITIES, AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 1. BENCHMARK: ACCORDING TO THE "TOPOGRAPHIC SURVEY" 17. LOCATION: SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87, WEST OF THE 6TH PRINCIPAL MERIDIAN. PREPARED BY HIGH COUNTRY ENGINEERING, INC, DATED 12/06/16. ELEVATIONS ARE BASED UPON THE SITE 18. THE SURVEYED TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BENCHMARK AT THE SOUTHWEST PROPERTY CORNER, "IMPROVEMENT SURVEY PLAT" AND "TOPOGRAPHIC SURVEY" PREPARED BY HIGH COUNTRY ENGINEERING, INC, DATED HAVING AN ELEVATION =6282.31 TOP OF REBAR AND SHEET INDEX 07/07/16 AND 12/06/16, RESPECTIVELY. YELLOW PLASTIC CAP LS38215. 19. SIZING AND MATERIAL OF DRYWELL SHALL BE THE RESPONSIBILITY OF THE OWNER. SHEET NUMBER TITLE UNCC CALL BEFORE YOU DIG -800-922-1987 Utility Notification Center of Colorado Administrative Office 303-232-1991 12600 W. Colfax Ave., Suite B-310 Lakewood, Co 80215 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. C1 C2 C3 T1-01 COVER SHEET C9g7*<-r J?_Xuk AN7W*9 y GR-0GRADING AND EROSION CONTROL PLAN0 FOR DT -01 STANDARD DETAILS Gomco * � S� MIv7'u*E 9�5-�37� INAA 5-1-1743o!5' ATA ENGINEER= HIGH COUNTRY ENGINEERING. INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE 101 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 ENGINEER'S CERTIFICATION PREPARED UNDER MY SUPERVISION THOMAS J. SCOTT, P.E. COLORADO NO. 39393 FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC. LEGEND OWNER WELL DONNA M. BURKETT PARCEL NO. 239130300015 DITCH D ELECTRIC METER OUND NO. 5 REBAR FLOWLINE (NO IDENTIFICATION) (BASIS OF BEARINGS) PUMP HOUSE `_01� POWER POLE N89'5 '23"E 423.00' — — — — E-- GUY ANCHOR of — DE PROPOSED 15.5' X 6.0 °E — �- o E WATER SPIGOT PROPOSED DRl f -- ET NO. 5 REBAR AND ® SEPTIC TANK LID BATHROOM ADDITION `_ _ 294.8'$ ` 1-1/4" YELLOW o 0 LEAN To PLASTIC CAP LS 38215 TELEPHONE PEDESTAL ATE ,t (�a of OVERHEAD ELECTRIC LINE 0 3 0' WIDE HOLY CROSS 5q. 5' J — —❑ ❑ WOOD FENCE 0 ^ ATE ELECTRIC EASEMENT ISTINS I r P M BOOK 594 PAGE 988 o EX METALG f"' 1.0% I' .09^ 22 I 1 �"" �t) �� S' C CHAIN-LINK FENCE 7 O BUILDING / /( ' a L/ QO X WIRE FENCE O 10' WIDE HOLY CROSS so.s' r /f $B� O 1pr —9290— - EXISTING MAJOR CONTOUR Z UNDER EASEMENT ROUND ECTRIC "� / `-. 6,} SR �U0 $ /" ----- - 9291 ----- -- EXISTING MINOR CONTOUR BOOK 692 PAGE 849t �:j MU ti � `.., 9290 PROPOSED MAJOR CONTOUR (� O --6301 n /// 17 `� 9291 PROPOSED MINOR CONTOUR N90'00'00"W 196.93' (196.87') / / 0_:)—,P CNK SE `� �f 1.5:1 SLOPE MAGNITUDE AND DIRECTION / I \\—FOUND i" YELLOW 00' WITNESS COR NE SF 28 scs SF SEDIMENT CONTROL FENCE PLASTIC CAP LS 14111 SET NO. 5 REBAR AND O / }� \ 4' .2' O 1-1/4" ORANGE PLASTIC CAP LS 38215 'p 9,9s / 0? SB 00 STRAW BALES \\\\ ( \ 00 OWNER 0 1 \\ LLC 62g9 0. 1E PARCEL NO. P2391 31 21 9003 SR SURFACE ROUGHENING 1 '` \ V \ / v GA PAVER MU MULCHING ` PATIO I r> E \ I 296 SE SEEDING Po 4' ERM DV., �\ 28.q. `EXISTING SINGLE LEVEL MODULAR 1552,4 HWY 82 VTC VEHICLE TRAFFIC CONTROL 629> TE r DRIV296 \ xr o / -6295 I OWNE8 \6294- - JOSEPH & NANCY MAISON FAMILY TRUST~ / PARCEL NO. 239131200020 Lo 0 9� / its, .-• j--- -6292—�1 I, x, o I .... J /. j \ 00 o I o ami 0 o `7 X, Pf�OPQSED/�5"�66L)WRT X 3 0 SB 0 IS CD �',.., --6290 0 EXISTING #CPP POnd 4�)r Irri 041 on \�Y N v �� / / �• EXISTING 12"CP I �i — I SF I r IJ — t� � :� EXISTING DITCH FLOWLINE I � �• ^''I x SR o 2 w i i PARCEL AOWNER 00 6,¢ MU JRP LLC 3.364± AC. O PARCEL NO. 239131219002 O / '`.,� SE --___z IIS 6' _ 30' WIDi` 611 M 15 n]D PROPOSED s —I — � P —e an . Will n BERM 4' A GRAPHIC SCALE A R L � � s pl �..GRP S � , +o 0 20 40 eo ,so ___ _- I PERMAN -- —_ _— _-- SF l X X =�— — _ — — FE—TRA 09 DEAR MENT —1 ASEMENT� NO. — —' vTC / 30' WIDE —628 X NSP OF j PROPOSED RTA TION— — BERM ( IN FEET ) — 1 inch = 40 ft. ftoo ft** I J J `CATTLE GUARD — X ' SF & CULVERTS SITE BENCHMARK I d 1.2' WITNESS CORNER ET REBAR AND ' a, FOUND FOUND REBAR AND 1-1/4" YELLOW �� rrvv'�— X 1-1/4" ORANGE COLORI PLASTIC CAP X PLASTIC CAP LS19598 A LS38215 �0 STATE 4. X HIGHWAY NO 82 -----__ —_ --___ EXCEPTION PARCEL F �R BOOK 861 PAGE 890 INA 5-1-17 iN79'51'12"W 229.72. I V 1 —__) __ I �-0�Otp1AD O•t,��CDi • F �j %a1 %t i %. ` "HIS�ONA .......... E.NO ni4'ttaumtII.A u� FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC. W 0 Z Z OprW 0 Q Of OD Z �0 H In J 00 ;F a ZZ>O Z FOTO N 5F ob Fn �w, ' m QU V U � 0 0