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HomeMy WebLinkAboutRichmond Park Phase One At Northridge- Final pg. 2CURVE LENGTH DELTA RADIUS iA RADIUS TANGENT D!REC',ION CHORD # Mr /1L• Sa 20'2., IC! IC2 128.011' j05'45'45~ 17-16.dh' C3 6500' 1 r 29'^,S'` 147E.3-I' C5 135.13' x!8730'45 .?5.001 TC6 121.03' }11:."11'25 925.1X1' C7 12L27' 124'22'17 1~.D0' ?r¢ IC9 (46.82' 15639'11' 150.00' e CU 140.00' ,h:950'12" 1:50.001 t5 C10 145.9£' '5<42'19* 1:0.00• l ~c19 8.3 55"L7'54* 150.00' Ci2 j38.41' 41r01'0k IPR.OC' HASE ONE ~C13 21.03' ~erL1P3' 125.00' 014 36.40' 6724'50" 125.CO' 4+ f C1580.84' ~1 . 1.1410.94' C16 107.:7' i 9456'3 410 S4' NORM C17 1127.53' 11749'24"410.94' RIDGE Q C19 139 S' 190*29'5C, 00' 51 ryh t. - 4r 11 ti C20 39.05' 1393()'D-°" 125.00' 1021 Il1121 97.80' 10$'35'50' 1656.33 o C22 0 i iCC'41 0' 1650.35 - 1 1C24 162.58' ~01 * 35'2C" 15553.0 C25 36.55' 100'..9'2^' '15863.0 C26 12'..03' _ 1223" 125.00' 027 56.37 I 6U53'2-7' 50 ^10' KOENIG C28 4426' 1504 1M jso.CO' SO,4.56'18E D.B. 1020, PG. 226 C29 45.s3' 5739' 5o.ro' 90.65 C30 48.80' 15555'2'2" 150.00' S3843'30'W N6653'26'W Is, (J,- C31 14242' y4x 10'5' X7.00' 7 C33 190.48' 100'52'36 15913.0 VI INITY M P C32 21.03' /,TT1"25 125.00' 4.35"' \ 348.61' 63JS F S67-23'2f E O 1 035 130.TrS 107750'7 125:O! 1 83.48' 10729'?1° 'j 750.3E \ g~ J 105.00' 1 10500' 1 05.00' 1 117.30' Q r C36 \ ro 137.6ti y C37 754 1'052653' 2400 C38 ,3130.39 1'71 070 617' 1909h \ 20.00' r---~ JA 466153128E 281.07' ; w 1 f . 0 1^094 u: ^09 r: SIGHT x70 C40 9 193.64 105-25-21 SCALE FACTOR = 0,99987260 Y - - - - - - - - w p ; 0 °n~ p b 1 'oo 10'X70- 20' DUNAGE FAS&;w a n n ~ o "0'3 ~i g b n 9~9 Cbt 166.x•7 I1 15 C~ 6 46615312 - oa iJ' a i 1 P 8E 270.42' o h , n 1 50 1 ' ° 750 S.F. 1 17116 S.F. 1 1./ ESM'T 9 43 21 0-3 14T5a 2~ 2559CO' AREA BY COORDINATES. ° n) 20606 S.F i •°n 15750 S.F. 15750 S.F ' ;v G = S 05" 50 0 THE SUBJECT PROPERTY IS NOT WITHIN A APEMEN FLOOD 547141511E y z I v z t j _ _ J 044 4: l 456'18 E a I C4Q ob9 5 143 5.!r' 0' HAZARD AREA AS DETERMINED BY THE DEPARTMENT OF 50 54X14'• - I i 4411 tj ( 046 42.40' Ir5353" 5')-00' HOUSING AND URBAN DEVELOPMENT. 36.73' R6 0 C41 4508 1574751 x'00' -'e701 55 56.55' 90.00 ° '1N KOENIG C48 39.18 4s 117 .xocC 1 ! 23r 125.0C 13.73' ! 10055.00' 049 21.03 4 tf N6723 zz w W g~ D.B. 1020, PG. 226 C50 165.75 110745 5 + w a m C51 47.35 Co 3E 02 1 75.9 S4T14.51"E \ S00'46'41 'W 4 ° R '1 977 C52 21.03 1Y5 12r 12000 5024' v $ \\/93.40, S672322°E b 053 42.05 148°1 50.00 0 110.00' ! 90.40' C V4 054 48.36 155 s 50.00 LEGEND Y 110 0.' ! C55 50.85 &3-, 50.00 1~ ,10 102,61' 1 115.00' j i 056 46.30153'0948 50.00 0 16' 1£'46' 50.00 057 -EXISTING IRON PIPE c _ 058 2'03 18-1'23r 25.04 SET IRON STAKf 1 FUTURE - - e - 3 N 1C59 2528' 1OZ42'1C' 535.5 98I all - SURVEYED LINE N ^ I' n 0 n ! $ 9 o ,5 10 0 ' D 10'x70' 061 CSO 1 1x2.52' cG.02' 10937'19727'09" " 1153955.6 .0( - LINE NOT SURVEYED 96 CAGLE ro I3 n n m i ; ° m ° m 18171 S.F. SIGHT X62 6591' 11759'38 13603 (NR) -LOT LINE NON RADIAL PL. # 2 SLIDE 202 a ^ I 0 16756 S.F. N 1 aslo sin v 1 70655 sin I r 16500 S.F. - ESMT 13 ~C63 88 14.1 I1 s59'28' 1360 ro z 1 z 1 I C64 90.85' 2M150r 1228.; Iv - J ; I C65 125.00' '3"2"'54" 228.; _ 7 57 62.43' ' 53.29' 78.00' BLDG. SEIBACK LINES 136.63' (415 71 1 (110.00') - (110.00') - ; (131.29) C66 39.27' 0Q00'00° 125.0( > 067 1125.15 04'56'05 t 753 C - - 56.53' 7,17' 73.22' 1453 561'030' { FRONT - 35 35' ' MIN- N S48'27'48W E 136.78' -2.7.57' 1 56,2327 @ 67 91' 1'7114'39" T f5524 089 46:61- 0079 1 So123'z7E (100.79') (13572'1 0 SIDE - MIN. ~w r 36.16' /f95,t6 '1; 25 _ 070 143,68 10 7201^ 2r. r } ~C71066 225.00 1022009° 5524 REAR - 25' MIN. q u 3'. ~4T~• ` 11~ ~1 I 1072 25.00 1OCf"03E 1a5Y r zo• L~'w I l i I I C73 16+ 36 ;0`40 2`" 05211 I N4 ARV 1 92 r g, 3 w 9 0 1 C74 .1.2.^:6 01-10-15' 155 I T '"'6 9 •64• r, o,5 e C7F 3619 ^'553^" 1250 31149 S.F. q 1 Gd yy.~ ! `a^ v%Q S.F. v b qy~?I I m 174~A S.F. rq O~ w y i078 40.1& 19105 0G 25.0 l• i6'." @ x1- 1 v b r 0 `r/7 ![4110 79 1 1 169(rU S.F. b, n a; 3 I g 136.05 190 h0 ^ L" X60. J U Ot, .n I z C79 36.03 9214W, " 125.9 23 84.88S3Z31'18' W 0.41. _ 1 ly j 1 1 ,1. 678 .4 056 S.F. .t I 1 Ici/A 100 1077720" I4 0. 3 170.00 1~ 53µ 1<10. ' 027 X46 0~ 0 i 8 5 W 024 075 58.10' 00.00 5.00 C 45 E J I 0183 7a 20 26.1 554 44' 106. FUTUREC I °2s ~s3~°T „o c 161s 12'545'15 ~11z ,0 16176E w 0 ~Ns ,z Cab e ao, ~I 1 50.43' mm r4yyr hG X150. lj 1 / x 57643158E can C", 2'2o' rn AI C 1 74,22' i 5 7. 4 p`~' O 1 ~ADIUS L dd 3 d.o,y° 81 2126 S.F. 1 25334 ~t 30074 ' Y 4 " 85 S.F. O 18071 Sf ro o° gq, ( h 1 ti pp 1 n ~n b1_~ o t/ o° ~3pp' g 2 38594' 11 4 r a° a 80212'26 E r R x' 15000 50 o 0 06 77 0 2p 510.92' I 1 \hJ7 0 S5552'2S'E ~L 2.5.09' <v 15OW S.F. 1 o S~$ w I 1 3 j 770.35' 1708.15•)- 1_21 w 21W4 SF. °7 ' ` v v J m. q S60.12'28E (100.00') (106.67' - ' ) n \ ( q. 934.45' / 'Y3J.3vA7,,. vW ry 0`° S6C72'25E t 2 . "Mq4, 4~ (64.52' N6P7 " (232.00,' F ) d 8306' !694 w.06' 291E ! S6 a 0 / / ? iq.v v79J 20.00' 4b 0' l 011 / / k• \ \'?3. p z I~ lOD.00 F £SJ3, 00.00 21291E 65,00 / vv vv g7 w) I 1-(1') ( pp' t x87.90° °C1 1 £j , j / Jg v v 2h 3 j P 1- _ _ S60'1 588701 2291r !~~1---- e--z a J \ (1 30122 S.F. /g n I o t , rv - Q1 •s6'• n #o ° 7 950313 CFF CHI 2 a 15041 S.F. 11, 1 n a j d ^/C`1 I g ' L 4r 1+ li / A z r ' 15000 S.F en 1 o iJ w n A0 0 9 5574 17 038 15000 S F: ! 0 a 1 150 S.F. i 4 15062 SF.4,y0 ~y: p ^ tl 039 66,91' 0 1 1077.54' 100.00' O 4 100.()0, C44 1 ~91.16~ 'A"5') 19e^8 5.E 047 1 S6C 229"E ~N68'18'14W T r I C40 Stirs 229E 1m~'i.)'40 5G 100.00' I ~ r 1 " 1Q0 n0. 14957 Q a V J I 700.00' ~ ;i 58-07' 0 X64 66~ I I OV9' DEPARTMENT OF TRANSPO1 I 1 2 CAT ~ DIVISION OF ,1116'1 v6,` a, z S.F. I I \68 i 50` 1 ~JS. I w I f I \7/\ I S6V12'29'E'n~1a ¢ 1~ 4/I'.~d p~ ~r 1 R' J > ~r/~7] PROPOSED SU9D!`JISPJ' 9 CONSTRUCTIONSTANDA,RDS20.00' ,z.~~ "^a ~ r 1~ a f S,~c_ SHE 7 !_01F ROPE APPROVED YT ' 1.. ICT ENGINcER NORTHRIDGE DE a THESE PLANS HAVE BEEN REVIEWED AND APPROY• d . ED THE NHARNETT TAL HEALTH HEALTH DE.pP2:TMEM?t ANDERSON HARNETT CO., NORTH GREEK TWPCAROLIN, DATE . ENVIRONMENTAL HEAL SECTION, 100 50 SIGN ✓'yB9N,G%y~ I ~ ~'RS 933" CaU6wte of Registration by Redekr of Deedxm ntyg 115- 1 .s North Carolina J'9)h Filed for =.=!n on the ~9ookday of 1/ @'9y of ge { Mop __-F GRAPHIC SC the Map- and duly G + MA 1 199 MOORMAN, KIZ ENGINEERS, A 115 BR,OA PAYETTEVILL E, Rag'sl of Doede of Hamelt I 61ARNET CO. PUBLICU CITIES Coe.aiy V PO BOX 1119 ca,9 4 LILLINGTON, NC 27546 Y 4 t