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HomeMy WebLinkAboutDRB100471 Plansan .S t • R UNS 4 SI Te rr td tXfrtttt Q lXttlXtf („� ldfftrf/ tttXdX /r drttrrXt XrXrttrX � XtXttXrX XlttXdlX X!!lfftt X trl XXXX fXXXX tXXtXrr! � trdrlXXt Xtrtrr LO AT ©N MAP �, 4 1 1 P l EXTRA STRENGTH FILTER NEEDED WITHOUT WERE M FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX.) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POST'S DI D 8" s" DEEP TR ENCH , W RY BOTTOM tY OF FABRIC. AND ANCHOR W /COMPACTED SACKFLL MATERIAL � - ;.. SILT FENCE 1. ALONG THE TOE OF HILLS, INSTALL THE SILT FENCE ALONG A LEVEL CONTOUR AND PROVIDE AREA BEHIND THE FENCE FOR RUNOFF TO POND AND SEDIMENT TO SETTLE. A MINIMUM OF 5 FEET AWAY FROM THE TOE OF THE FILL IS RECOMMENDED. 2. THE HEIGHT OF THE SILT FENCE FROM THE GROUND SURFACE SHALL BE MINIMUM 24 INCHES AND SHALL NOT EXTEND 36 INCHES. 3. SILT FENCES SHALL BE INSPECTED EVERY 14 DAYS AND MAINTEINED IF NECESSARY. REMOVE SEDIMENT ACCUMULATED BEHIND THE SILT FENCE WHEN IT HAS REACHED HALF THE EXPOSED FABRIC HEIGHT. 4. DAMAGED SILT FENCE SHOULD BE PROMPTLY REPAIRED. 5. REMOVE SILT FENCES AFTER THEY HAVE SERVED THEIR USEFULNESS. 4 --INCH DIAMETER ALL BACKFILL MATERIAL PERFORATED PIPE MUST BE APPROVED BY SLOPING TO A THE ENGINEER DAYLIGHT AT 2 EAGLE VALLEY SURVEYING NOTES: 1) DATE OF SURVEY: 10/06/06, DATE OF UPDATE: 7/16/10, (SEE NOTE #7). 2) FIRST AMERICAN HERITAGE TITLE CO. COMMITMENT NO. ss26523b96 DATED 4/18/96 WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT W THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, W NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON, 4) BASIS OF ELEVATION: SEWER MANHOLE 860 INVERT = 8010.0 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS AT NE AND SE CORNER LOT 3, 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 7) THE PURPOSE OF THIS SURVEY IS TO SHOW NEW TOPOGRAPHIC SURVEY INFORMATION IN THE NORTHWEST PORTION OF THE REMAINDER OF LOT 3. 8) ONE FOOT CONTOUR INTERVALS. 144' FILTER FABRIC 137.5 1 RAILING -/ h r x ,� .3; II .o" � VARIES FROM 8143' TO 8143.5' $031.6 -- PARKING -- ° •a i 8028.6 ✓� / f f PAVING ° ,� ,, 2 'W 43.00` / j �� f 40.5 � � )K5; /z.. .p -:� f�..✓:. l: <. <,..'J sots s 8026.8 S89`33'30 "E 103.78' PAVER MINIMUM 2 FEET OF CLEAN PATIO CRUSH ROCK FILTER "TO 2--j" DIAMETER FABRIC�� p v R ,. i R m MIRADRAIN 6000 • FABRIC OVERLAP I M ' A ' R 4 --INCH DIAMETER ALL BACKFILL MATERIAL PERFORATED PIPE MUST BE APPROVED BY SLOPING TO A THE ENGINEER DAYLIGHT AT 2 EAGLE VALLEY SURVEYING NOTES: 1) DATE OF SURVEY: 10/06/06, DATE OF UPDATE: 7/16/10, (SEE NOTE #7). 2) FIRST AMERICAN HERITAGE TITLE CO. COMMITMENT NO. ss26523b96 DATED 4/18/96 WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT W THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, W NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON, 4) BASIS OF ELEVATION: SEWER MANHOLE 860 INVERT = 8010.0 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS AT NE AND SE CORNER LOT 3, 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 7) THE PURPOSE OF THIS SURVEY IS TO SHOW NEW TOPOGRAPHIC SURVEY INFORMATION IN THE NORTHWEST PORTION OF THE REMAINDER OF LOT 3. 8) ONE FOOT CONTOUR INTERVALS. 144' FILTER FABRIC 137.5 1 137' MINIMUM 2 FEET 0 CLEAN CRUSH ROC J"T DIAMETE IRADRAIN 6000 LTER FABRIC ►131' 0 0.. GRAPHIC SCALE a 10 0 6 10 20 40 ID O ( IN FEET l I. inch = 10 ft. TOP OF LANDING =8037.5' TOW =8044' BOW= 8037.5' '4000 TIE WALL EVERGREEN WITH PROPOSED TWO - TIER, CONCRETE TRASH ENCLOSURE (--RETAINING WALL WITH RAILING ON TOP. EDGE GRAVEL } 3 PARKING ° ' ROAD 8046,0 SPACES 9'X19' 044.9 noes x _7 fit . J v 1 RAILING BURIED GAS LIME AS LOCATED j; �.;j i 44 �9 412 � 87 A ON 7/1 C 1 � � � 1 j$s f 1 D 1 E #Eq3 CAR STOP TO 1� R: HILT PROTECT -- { RETAINING WALL J z: 8043.9 PROPOSED 'f ( 4 ' CONTOURS ) i� 4 FLOWUNE CONC. PAN ( 9.00' 8042.9 I I r ,/ xGlul .�� 3.3 ! 14.5' 2.06' 8042.5 / 2 BUILDING OUTLINE (BELOW) Lf") � ' � J L0 _� ' N89`52'33 "W j, w ► DISCHARGE POINT FOR PERIMETER D RAINS FENCE LO LL) 13.80' j 30.2' r f '4 I SHED J/ x 8042A ( 8042.3 O ABOVE GRADE SUILDING LINE / C7 / Ca T - cJ PARKIN G E f c EA &EMEN T W ✓ j ..* C0 6 CO 32, - I `?st• h C, PACE 13 � o PARCE 1 J r 4 C-4 c�v 0.0296 ACRES BAY m ct � 8041.2 V / wiNDarr� z (' 1 3 STORY DUPLEX l � 8040.9 t ( ROOF OVERHANG x 8042,7 7.5' LIMITS OF j N EL =8048,1 j DISTURBANCE tO S89'52'33 "E IS8W52'33 "E 4100' 1 13.80' EOCE ASPHALT J a ROAD -- . t'? 'j MAIN QO3 G PEAK 7.5' TOP SHINGLES x4 1 so39.9 ROCK WILL 13.80'x, h r x ,� .3; II .o" � 1 $031.6 •„ I J , Y . -4 ./ ,/,! 6�t >C1D f p�/DECK •a i 8028.6 ✓� / f f 3.4' 13.4 ,� ,, 2 'W 43.00` / j �� f 40.5 � � -:� f�..✓:. l: <. <,..'J sots s 8026.8 S89`33'30 "E 103.78' PAVER FENCE PATIO C ra • t i 137' MINIMUM 2 FEET 0 CLEAN CRUSH ROC J"T DIAMETE IRADRAIN 6000 LTER FABRIC ►131' 0 0.. GRAPHIC SCALE a 10 0 6 10 20 40 ID O ( IN FEET l I. inch = 10 ft. TOP OF LANDING =8037.5' TOW =8044' BOW= 8037.5' '4000 TIE WALL EVERGREEN WITH PROPOSED TWO - TIER, CONCRETE TRASH ENCLOSURE (--RETAINING WALL WITH RAILING ON TOP. EDGE GRAVEL } 3 PARKING ° ' ROAD 8046,0 SPACES 9'X19' 044.9 noes x _7 fit . J v 1 RAILING BURIED GAS LIME AS LOCATED j; �.;j i 44 �9 412 � 87 A ON 7/1 C 1 � � � 1 j$s f 1 D 1 E #Eq3 CAR STOP TO 1� R: HILT PROTECT -- { RETAINING WALL J z: 8043.9 PROPOSED 'f ( 4 ' CONTOURS ) i� 4 FLOWUNE CONC. PAN ( 9.00' 8042.9 I I r ,/ xGlul .�� 3.3 ! 14.5' 2.06' 8042.5 / 2 BUILDING OUTLINE (BELOW) Lf") � ' � J L0 _� ' N89`52'33 "W j, w ► DISCHARGE POINT FOR PERIMETER D RAINS FENCE LO LL) 13.80' j 30.2' r f '4 I SHED J/ x 8042A ( 8042.3 O ABOVE GRADE SUILDING LINE / C7 / Ca T - cJ PARKIN G E f c EA &EMEN T W ✓ j ..* C0 6 CO 32, - I `?st• h C, PACE 13 � o PARCE 1 J r 4 C-4 c�v 0.0296 ACRES BAY m ct � 8041.2 V / wiNDarr� z (' 1 3 STORY DUPLEX l � 8040.9 t ( ROOF OVERHANG x 8042,7 7.5' LIMITS OF j N EL =8048,1 j DISTURBANCE tO S89'52'33 "E IS8W52'33 "E 4100' 1 13.80' EOCE ASPHALT J a ROAD -- . t'? 'j MAIN QO3 G PEAK 7.5' TOP SHINGLES x4 1 so39.9 ROCK WILL 13.80'x, h r x ,� .3; II .o" � 1 $031.6 •„ $031 12.5' -4 ./ ,/,! 6�t >C1D f p�/DECK •a i 8028.6 ✓� / f f 3.4' 13.4 ,� ,, 2 'W 43.00` / j �� f 40.5 � � -:� f�..✓:. l: <. <,..'J sots s 8026.8 S89`33'30 "E 103.78' PAVER FENCE PATIO C ra rA 1 ' r & A &M C 4 2 ff I. REMOVE THE OL D ASPHALT AND 7HE 4 IN S UIrA BI E SO 2. GRADE THE DRIVEWAY ACCORDING TO THE PLAN J. SUIMBLE MATERIAL FOR USE IN BACKFILLING WITHIN THE ROADWAY PRISM OF THE DRIVEWAY WILL CONSIST OF THE ONSI7F EXCA VA TED MA TERIAL WICH IS FREE OF ORGANIC MA TERIA4, FROZEN L UMPS OR ROCKS IN EXCESS OF EIGHT (8) INCHES IN DIAME7FR, PROVIDED HOWEwk, THAT ROCKS IN EXCESS OF THREE (3) INCHES IN DIAMETER SHALL NOT BE USED WITHIN THE LAST TWELVE (12) INCHES OF BACKFILL. 4. NA 77VE MA TERIALS MA Y BE USED FOR BACKF2LING OUTSIDE THE ROADWA Y PRISM. MUM ALL BACKFILLING TO BE COMPACTED MECHANICALLY IN LIFTS RANGING IN THICKNESS FROM FOUR (4) TO TWEL VF (12) INCHES, DEPENDING ON THE TYPE OF EQUIPMENT USED FOR COMPACTION.. CCY_FA('TION TESTING 1. ALL BACKFILLING WITHIN THE ROADWAY PRISM - COMPACT THE APPROVED STRUCTURAL MATERIAL IN EIGHT (8) INCH LOOSE, LEVEL LIFTS TO 100X OF THE MAXIMUM DRY DENSITY AND WI THIN 2% OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED IN A LABORA TORY FROM A STANDARD PROCTOR TE,S'T (ASTM D -698) 2. ALL BACKFILLING OUTSIDE THE RDA DWA Y PRISM, YET WITHIN THE LIMITS OF THE PUBLIC RIGHT OF WA Y, COMPACT TO AT LEAST 90x OF THE STANDARD PROCTOR TEST MAXIMUM DRY DENSITY AS DE7ERMINED AT THE OP77MUM M0I57ZIRE CONTENT: TINDER WALL REMAINDER OF LOT 3 � 0.1755 ACRES 2458 GARMISH DRIVE BUILDING LINES ARE PARALLEL TO PARCEL LINES • • �• (m u� r� a m "MI ii PREY. FOUND PLAIN #5 REBAR FENCE GENEBAL a BEF ORE DIGGING NOTIFY CO MPANIES. 2. ALL W ORK a MPLY WITH ALL APPLICABLE C ODES AND a•r 3. N OTES r DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE O VER GENERA N OTES r TYPICAL D ETAILS. C ONFLICTS 4. OR DISCREPANCIES r ES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY AND PRIOR TO PROCEEDING WITH WOR 5. ALL FINISH GRA DES PROVIDE a• NATURAL RUNOFF OF a ' OW SPOTS OR PO CKETS. T. a DONE IN ACCORDANCE a REPOR •. r FOR THIS SITE. 7. ALL DISTURBED *- r AND REVEGETATED I p w FLOW - FLOW ,- FLOW WRE SUPPORT FENCE ' WRE SUPPORT FENCE 1 I i •„ •a i • • ui • � C ra • t i ,. i m a)r • .• I I p w FLOW - FLOW ,- FLOW WRE SUPPORT FENCE ' WRE SUPPORT FENCE