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Home My WebLink Aboutrevised map pg2STANDARD LEGEND H WATER VALVE LENGTH WATER METER CHORD DIRECTION FIRE HYDRANT (� SANITARY SEWER MANHOLE 10.00 SANITARY SEWER CLEAN OUT (CO.) R/W RIGHT OF WAY CL or C.L. CENTERLINE - - -g UTILITY POLE & GUY (� UTILITY POLE O PROPERTY CORNER - PROPERTY LINE (SURVEYED) 19.76 S- - - - - - --0 PROPERTY LINE (UNSURVEYED) -� -�- SANITARY SEWER LINE - ...- ...- ••• - --- WATER MAIN -"G* "GT UNDERGROUND TELEPHONE /CABLE C6 GAS MAIN 10.00 -"a " OVERHEAD ELECTRIC U77ITY LINES - - - - - - - - - - STORM DRAINAGE PIPE - - - -- CENTERLINE ROAD (ALIGNMENT) 13.54 RIGHT OF WAY 17.42 - -- -. - - -. EXIS77NG MINOR CONTOUR __.- _- .------------------ -._.- EXIS77NG MAJOR CONTOUR 24.50 PROPOSED MINOR CONTOUR S62'35'47 "W 18.82 PROPOSED MAJOR CONTOUR 27.24 10.00 PROPOSED BUFFER - BERM 19.57 STREET LIGHT 101.02 DIVERSION DITCH /BERM S21'35'00 "E EROSION DRAINAGE AREA C21 CHECK DAM .D.-o �o.- DISTURBED LINE - '- °-'-' -- SILT FENCE t} CATCH BASIN INLET PROTECTION will CURB INLET CATCH BASIN C23 DRAINAGE DIREC77ON ARROWS m° - - - - - DRAINAGE AREA CURVE TABLE CURVE LENGTH RADIUS CHORD DIRECTION CHORD Cil 18.21 10.00 514'09 °52 "E 15.79 C2 15.37 10.00 N69'38'34 "E 13.90 C3 10.43 10.00 S41 *21'26"W 9.96 C4 19.76 10400 545'07'09 "E 16.70 C5 8.64 10.00 N53'31'40 "E 8.37 C6 10.93 10.00 N68'58'11 "E 10.40 C7 14.88 10.00 S54'26'1 4"W 13.54 C8 17.42 10.00 S52'29'59 "W 15.30 C9 24.50 10.00 S62'35'47 "W 18.82 C10 27.24 10.00 S89'39'36 "W 19.57 C20 101.02 270.00 S21'35'00 "E 100.43 C21 13.45 330.00 N31 *08'04"W 13.45 C22 70.86 330.00 N23'48'56 "W 70.73 C23 66.46 330.00 N11'53'40 "W 66.35 C24 39.27 25.00 S51'07'30 "E 35.36 C25 6.16 320.00 S84'25'35 "W 6.16 C26 6.98 320.00 S85'36'09 "W 6.98 C27 39.27 25.00 N41'13'38 "E 35.36 C28 21.92 275.00 N06'03'23 "W 21.92 C29 61.31 275.00 N14'43'38 "W 61.19 C30 21.03 25.00 N45'12'34 "W 20.41 C31 6.08 50.00 S65'49'1 7"E 6.08 C32 58.68 50.00 S28'43'1 2 "E 55.37 C331 5114 50.00 S35'20'48 "W 50.68 C34 41.33 50.00 S89'28'22 "W 40.16 C35 40.98 50.00 N43'22'15 "W 39.84 C36 40.99 50.00 N0335'29 "E 39.85 C37 21.03 25.00 S02'58'49 "W 20.41 C38 10.13 325.00 N20'13'18 "W 10.13 C39 80.20 325.00 N12'15'32 "W 80.00 C40 8.04 325.00 N04'28'51 "W 8.04 C41 15.67 325.00 N0223'28 "W 15.67 C42 80.20 325.00 N06'03'36 "E 80.00 C43 80.20 325.00 N20'11'58 "E 80.00 C44 78.80 325.00 N34'12'56 "E 78.61 C45 39.66 25.00 SO4'17'19 "E 35.63 C46 189.15 275.00 569'26'37 "E 185.45 C47 168.34 325.00 S61'56 °18 "E 166.47 C48 32.79 25.00 N84'40'45 "W 30.49 C491 49.46 325.00 N62'06'03 "E 49.41 C50 66.85 325.00 N72'21'12 "E 66.74 C51 31.93 325.00 N81'03'38 "E 31.92 C52 4.03 125.00 S82'57'07 "W 4.03 C53 35.23 125.00 873'87'19 4W 35.11 C54 7.06 275.00 S66 °37'00 "W 7.06 C55 29.18 175.00 N70'39'28 "E 29.14 C56 25.78 175.00 N79'39'16 "E 25.76 C57 15.71 175.00 N81'18'12 "E 1530 C60 39.27 25.00 N3852'30 "E 35.36 C61 26.33 270.00 NOS'55'08 "W 26.32 C62 97.02 270.00 N22'00'26 "W 96.50 C63 123.47 330.00 S21'35'00 "E 122.75 C64 39.27 25.00 S38'52'30 "W 35.36 C66 11.50 280.00 S85'03'04 "W 11.49 C67 40.84 25.00 N4658'35 "W 36.45 C68 82.78 275.00 N08'26'35 "E 82.46 C69 98.39 275.00 N27'18'57 "E 97.87 C70 98.05 275.00 N47'46'48 "E 97.53 C71 109.00 275.00 N69'20'55 "E 108.28 C72 15.22 275.00 N82'17'21 "E 15.22 C73 39.27 25.00 S51 *07'30"E 35.36 ***CAUTION*** * ** CAUTION * ** THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWMGS. THE ENGINEER MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTUTIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. ?'7 Not to Scale 8.0, 2.0' SHOULDER ICURB i i i i Zi FILL COMPACTED TO 959 MAXIMUM DENSITY RELATIVE TO ASTM D698 �II 2.0' RAISED .�11 ASPHALT CURB 9" STBC - 2" SF9.5A -60' RIGHT OF WAY 38.0' BACK TO BAC 17.0' 114" per 1 ft. SUBBASE _ 17.0' _ LANE WIDTH 114" per 1 ft. TYPICAL STREET CROSS SECTION DETAIL 60' RIGHT OF WAY 38 FT. BACK TO BACK 2" SFR5A 9" STBC �n 8.0' SHOULDER Not to Scale n � 50' RIGHT OF WAY 30.0' BACK TO BACK 6.0' 2.0' 13.0' 13.0' 2.0' 6.0' SHOULDER CURB LANE WIDTH LANE WIDTH CURB SHOULDER 7 Mq tTzC 1 4" er } ft. 114" per 1 ft. ) /4" per 1 ft. 1/4" per 1 i i i i FILL COMPACTED TO 957 MAXIMUM DENSITY RELATIVE TO ASTM D698 2.0' RAISED ASPHALT CUF 9" STBC 2" S9.5A' t 1 1 1 1 TYPICAL STREET CROSS SECTION DETAIL 50' RIGHT OF WAY 30 FT. BACK TO BACK 2" S9.5A 9" STBC in 40' RIGHT OF WAY -- 24.0' BACK TO BACK 6.0' 2.0' 10.0' 10.0' 2.0 6.0' SHOULDER CURB LANE WIDTH LANE WIDTH CURB SHOULD 7 ,yqX 114" per ,1 ft. 114" per 1 ft. 114 per 7 ft, 114" pe ENLA E NT SUBBASE 2" S9.5A FILL COMPACTED 1`I 9" STBC TO 957 MAXIMUM DENSITY RELATIVE 1 TO ASTM D698 TYPICAL STREET 2.0' RAISED CROSS SECTION DETAIL ASPHALT CUR 40' RIGHT OF WAY i.4Y�1 t: 24 FT. BACK TO BACK 9" STBC 2" S9. 5A DETAILS SHOWN ARE NOT TO SCALE 1 ft[ 2.-7 0 00. 4 t!O TYPICAL CUL -DE -SAC DETAIL 50' R W NTS °RTl 30" TYPICAL 7• -O" TO BOTTOM OF SIGN RI -1 0 Q �O TYPICAL CUL -DE -SAC DETAIL 40' R W NTS a a I 0 : ° TYPE R1 -1 STOP SIGN W/ ASTM D4956 -01 "TYPE III" (HIGH INTENSITY) SHEETING WHITE LETTERS AND BORDER ON RED BACKGROUND GA LVANIZED "U" SUPPORT POST TO BE SECURED WITH CONCRETE IN 12" DIAMETER POST HOLE OF 36" DEPTH (MINIMUM). FINISHED GRADE STOP SIGN DETAIL NTS N.C. UNDERGROUND UTILITIES LU ¢ < F- > "L z w x \ 3 DAYS BEFORE DIGGING CALL r \J� CL ♦��/ TOLL FREE 1 -800- 632 -4949 \, A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. a y * ** CAUTION * ** THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWMGS. THE ENGINEER MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTUTIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. ?'7 Not to Scale 8.0, 2.0' SHOULDER ICURB i i i i Zi FILL COMPACTED TO 959 MAXIMUM DENSITY RELATIVE TO ASTM D698 �II 2.0' RAISED .�11 ASPHALT CURB 9" STBC - 2" SF9.5A -60' RIGHT OF WAY 38.0' BACK TO BAC 17.0' 114" per 1 ft. SUBBASE _ 17.0' _ LANE WIDTH 114" per 1 ft. TYPICAL STREET CROSS SECTION DETAIL 60' RIGHT OF WAY 38 FT. BACK TO BACK 2" SFR5A 9" STBC �n 8.0' SHOULDER Not to Scale n � 50' RIGHT OF WAY 30.0' BACK TO BACK 6.0' 2.0' 13.0' 13.0' 2.0' 6.0' SHOULDER CURB LANE WIDTH LANE WIDTH CURB SHOULDER 7 Mq tTzC 1 4" er } ft. 114" per 1 ft. ) /4" per 1 ft. 1/4" per 1 i i i i FILL COMPACTED TO 957 MAXIMUM DENSITY RELATIVE TO ASTM D698 2.0' RAISED ASPHALT CUF 9" STBC 2" S9.5A' t 1 1 1 1 TYPICAL STREET CROSS SECTION DETAIL 50' RIGHT OF WAY 30 FT. BACK TO BACK 2" S9.5A 9" STBC in 40' RIGHT OF WAY -- 24.0' BACK TO BACK 6.0' 2.0' 10.0' 10.0' 2.0 6.0' SHOULDER CURB LANE WIDTH LANE WIDTH CURB SHOULD 7 ,yqX 114" per ,1 ft. 114" per 1 ft. 114 per 7 ft, 114" pe ENLA E NT SUBBASE 2" S9.5A FILL COMPACTED 1`I 9" STBC TO 957 MAXIMUM DENSITY RELATIVE 1 TO ASTM D698 TYPICAL STREET 2.0' RAISED CROSS SECTION DETAIL ASPHALT CUR 40' RIGHT OF WAY i.4Y�1 t: 24 FT. BACK TO BACK 9" STBC 2" S9. 5A DETAILS SHOWN ARE NOT TO SCALE 1 ft[ 2.-7 0 00. 4 t!O TYPICAL CUL -DE -SAC DETAIL 50' R W NTS °RTl 30" TYPICAL 7• -O" TO BOTTOM OF SIGN RI -1 0 Q �O TYPICAL CUL -DE -SAC DETAIL 40' R W NTS a a I 0 : ° TYPE R1 -1 STOP SIGN W/ ASTM D4956 -01 "TYPE III" (HIGH INTENSITY) SHEETING WHITE LETTERS AND BORDER ON RED BACKGROUND GA LVANIZED "U" SUPPORT POST TO BE SECURED WITH CONCRETE IN 12" DIAMETER POST HOLE OF 36" DEPTH (MINIMUM). FINISHED GRADE STOP SIGN DETAIL NTS n. z w `o 'E i5 I r 8 0 ; s s 0 G .e UJI U z o LU ¢ < F- > w� Fm °° z w x �d N m ' `o EE CL ® F a y V) V) " I� WO z Z > r �z4 Z ° ~ O } °O . c Z m t O Q.� v Carl � O 0 O K o Z cD 4 f r .� U ? J _jI.,U a Z Lu� UU0 U w y lip -m Fu d E z o = 014 z2 g Z CDOOU zV) U U� n. z w `o 'E i5 I r 8 0 ; s s 0 G .e m EE PROJECT: 3059 w SA A Z UJI U z o LU ¢ < F- > w� Fm °° z w x �d N m ' `o EE CL ® F y V) V) z 8 z Z Z Z ° ~ O } p m Q pQ W O_ o: z Z U � O 0 v K o Z cD 4 f � U ? J _jI.,U a Z Lu� UU0 U w y 2 d w o = w g Z CDOOU zV) U > w IL X>�� :c Q U W Z Q ZZQ= n. it IL 3 o U a J 4 a m `o C N C) w J � C � N 5 � O M `o o N n S � d N I N7 L z L m EE PROJECT: 3059 w SA A Z Z ® z w x or CL ® F y V) V) x d Z Z Z Z m 00 p a aN�d Q 00 N v w (0 Ld W Z Q D z W�ZW Of er Cn w J _jI.,U a CD �UA0 UU0 U NZ w DO 20t- 'S O 0Q'_x H- v z Z O I�ofw NO_WZ CDOOU zV) _ F- Q00! W X>�� :c Q U W Z Q ZZQ= n. it w -1zdU) 3 o EL a J 4 a m EE PROJECT: 3059 w SA A Z Z ® z w x ® F 0 z w Z Z aN�d Qua E W�ZW �UA0 N N Z o. s ® x U c t J m EE PROJECT: 3059 w SA A Z