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HomeMy WebLinkAboutNCC220006_Site Plan or Location Map_20220118MYRA ROAD o o Q 0 0 0 0- S SITE `` � Y � U 0 p/T T�19 �N cR0 Ch,�RCy R0'g0- .. 1 - NORTH VICINITY MAP NOT TO SCALE CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C1 39.22 25.00 S48-26'36"W 35.32 C2 39.27 25.00 N41 °36'49"W 35.36 C3 23.33 25.00 N30°07'18"E 22.49 C4 55.06 59.00 S30°07'18"W 53.08 C5 42.17 59.00 S17`05'20"E 41.28 C6 92.68 59.00 S82'33'51 "E 83.44 C7 50.51 59.00 N27°54'40"E 48.98 C8 55.06 59.00 N23°20'56"W 53.08 C9 23.33 25.00 S23`20'56"E 22.49 C10 39.27 25.00 S48`23'11 "W 35.36 C11 23.33 25.00 N59'52'42"W 22.49 C12 55.06 59.00 S59°52'42"E 53.08 C13 46.34 59.00 N70°53'11 "E 45.16 C14 46.34 59.00 N25'53'11 "E 45.16 C15 46.34 59.00 N19'06'49"W 45.16 C16 101.40 59.00 S89'09'04"W 89.37 C17 23.33 25.00 N66°39'04"E 22.49 C18 19.63 25.00 N64°06'49"W 19.13 C19 19.63 25.00 N19'06'49"W 19.13 C20 23.33 25.00 S30'07'18"W 22.49 C21 101.40 59.00 N07°37'18"E 89.37 C22 46.34 59.00 N64°06'49"W 45.16 C23 46.34 59.00 S70°53'11 "W 45.16 C24 46.34 59.00 S25`53'11 "W 45.16 C25 55.06 59.00 S23`20'56"E 53.08 C26 23.33 25.00 N23°20'56"W 22.49 C27 39.27 25.00 N48°23'11 "E 35.36 C28 39.32 25.00 S41`33'24"E 35.39 LEGEND: I ECM® ECM -EXISTING CONCRETE MONUMENT I EIP Oo EIP-EXISTING IRON PIPE ERB0 ERB-EXISTING REBAR 1 SRB0 SRB-SET REBAR 1 EPK0 EPK-EXISTING PK NAIL I o COMPUTED POINT 1 N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - oPL - - - OLD PROPERTY LINE O 1" ADJACENT PROPERTY LINE EIP -- RIGHT-OF-WAY - - - - -SETBACK LINE 1 y -UTILITY EASEMENT SD STORMDRAINAGE I W WATER LINE 1 // OVERHEAD UTILITY \ X FENCE LINE �I TREE LINE - - - 500 YEAR FLOOD ZONE 1 1DD 100 YEAR FLOOD ZONE 1 FLOODWAY �I 170 MAJOR CONTOUR 173 MINOR CONTOUR 1 1 x 180.8l' SPOT ELEVATION BENCHMARK I I MAILBOX 1 LIGHT POLE PP. UTILITY POLE I PP I ❑T TELEPHONE PEDESTAL I ❑❑ WATER METER I II N WATER VALVE 1 � FIRE HYDRANT P 0 I ASPHALT 1" EIP CONCRETE (PINCHED) 1 I BUILDINGS UNSUITABLE SOILS I I I 1 I I 1" EIP (PINCHED) ` I 0 O o_ � w I1 ®I 0 1 r7 z '0'��-- I 1 O 1/2„ \\ EIP O o LL 0 � J I I � m \� 0 O I 00 c° b I CI) I /2„ � I 1 EIP I I TBM 4D DISK #1 N 439,167.716 E 1,980,299.512 ELEV 189.00 NC GRID NAD 83 (2011) NAVD 88 �/2 11ERB (BENT) I I I I I I I 1 1 /2" ERB (BENT) I I I I I I I I SITE DATA DEVELOPER BEN STOUT CONSTRUCTION MAILING ADRESS 409 CHICAGO DRIVE - SUITE 103 CITY, STATE FAYETTEVILLE, NORTH CAROLINA 28306 PIN NUMBER 494830101092 494830101001 494830101002 TOTAL SITE AREA 2,186,570 SF (50.20 AC) AREA TO BE DEVELOPED 2,186,570 SF (50.20 AC) CURRENT ZONING RA-20 EXISTING USE UNDEVELOPED PROPOSED USE SINGLE FAMILY RESIDENTIAL PROPOSED BUILDING LOTS 18 DISTURBED/DENUDED AREA XXX ACRES OPEN SPACE REQUIRED 218,657 SF (5.02 AC) OPEN SPACE PROVIDED XXX SF (XXX AC) SETBACKS REQUIRED: RA-20 FRONT 30 FT SIDE 10 FT REAR 25 FT N 439,740.144 N/F E 1,980,705.985 WILLIAM WEATHERSBEE & WIFE, NC GRID NAD 83 ALBERTA M. WEATHERSBEE (2011) DB 167, PG 68 ECM w J O F- 0 O 00 z N EIP 00 J O0 0 V N/F cli WILLIAM WEATHERSBEE & WIFE, r N ALBERTA M. WEATHERSBEE w DB 167, PG 67 O rn N 0 z 1" EIP S86'10'04"E 319.03' (PINCHED) 294.02' S86°36'49"E 469.20' TOTAL 13.11' \ Fw P* I I /--� 14 \ 15 \ \ `mow 14,, Fw i/ 13 N/FF ° N/F $ \ JASON DAVID BUNDY ` ,o\ N/F JASON DAVID BUNDY \ EL F \ VIN TATUM & WIFE, DB 656, PG 452 DB 656, PG 452 UM MAP BOOK 5, PAGE 2, SLIDE 100 MAP BOOK 5, PAGE 2, SLIDE 100 DEBO 21, G 22 Fw DB 821, PG 22 10o �� �MAP BOOK 5, PAGE 2, SLIDE 100 S85'38'52'E 498.12' TOTAL 'oo � `Fw F w 1/2" ECM S86'10'24"E 204.50' EIP S86'06'45"E 199.73' 224.47' 7 7 - 134.74' I 25' DRAINAGE EASEMENT F - - s k /--�, ��6 .�, Fw ` '°off \ ��2 \ v°O N/F ROBERT SHOLLY AND WIFE, \ DENISE SHOLLY DB 1379, PG 213 \ 16 w 15 MAP BOOK 4155, PAGE 5 _ \ \°o \ 26,353 SF M 00 23,252 SF / 9S 100 0.61 AC o 0.53 AC 100 ��So�9iy 20' DRAINAGE EASEMENT z ��, / SQL- 100 YF QO �9� °° ` "� °off \ ,. 100 _6 / 14 9ST�T9 \ .-... \ 100YF 23,451 SF / \ 'rE \ 17 , 0.54 AC / • • �23 C�2 • • \ 1,0' UTILITY EASEMENT 23,906 SF 0.55 AC / \ ERBpw FW /V I \ .� FW FW FW - S86°36'49"E ��� 23,451 SF �6 166.03' R48.0' / ^D�� 0.54 AC C ��� o. Fw ��S• / / rLj \I �FWFW-FW�FWFW 100 YF ------- .100 � \off NO3 23 11 E C16 17.50' S86°36'49' E \ 0.61 JAC °N0 17.50' NO3°23'11 "E o 22.52' \ � � / \ o° too 175.18' G� `� C78 G1'I ~o ------� \00 '6 (51 ONSITE DRIVE S86°36'49"E 00 R 48.0' N c� 20' 25' 20' 50' R/W (PUBLIC &UTILITY ACCESS) 200.00' S86°36_49"E 469.40' TOTAL_ _ _ _ _ _ _ _ _ _ _ _ _ �� o : / ' i� .:. y ^ N 294.40' MAIL KIOSK AREA 175.00' w i C' , o/ DN0 \ 11 r N86`10'45"W 319.41' C7 / 10' UTILITY EASEMENT 1 /2 F cr S8636'49"E �2 _ t✓1, o ERB 1 17.50' .. 26,419 SF _k 0.61 AC \\5 /i � O I 0 W \ O I C C N/F 0ISAIAH F. TAYL R & SPOUSE, 0.486ACF 00l 0 \ kp KIANAH TAYLOR y S 1321, PG c \�0ODO SLIDE 364, MAPP 2 L - - - - - - N86°36'49"W r- _0• � 200.00' I m LO 20,533 SF o o D \ 1 /2„ I I N V) \/ ERB 1 25,463 F o 0.58ACP� /--�1 O Q Q o > 1110 f 4 0 0l y 0 20,000 SF O o o N/F 0.46 AC I I 0 0 MATTHEW PATTERSON & WIFE, 1 i) SHAWNAA N. PATTERSON DB 1266, PG 391 I M r4) SLIDE 364, MAP 2 3 � S86`36'49"E N86'36'49"W I 1 - - tx- 110.00' 200.00' I N N S r7 r7 I 60 3 / O O \ 70g EF CN �- �� 3 co o O 0oI 0oI O w 0 20,000 SF 101 20,352 SF N/F 0.46 AC I 0.47 AC N NATASHA LOWERY DB 1176, PG 993 N �� r4) SLIDE 364, MAP 2 o I cD z I i 28' N86'36'49"W S86`36'49"E 200.00' 205.00' c6 � I o I F � co N1 0 r 1ER' B /--� O O r� I N 2 O O v ;` n� \ O 0 r,1 i o 20,667 SF / / \ \ 20,192 mo oN 0.46 ACC N/F 0.47 AC MICHAEL RUIZ DB 603, PG 510 V° c'C4 SLIDE 364, MAP 2 � � i •1 1/2„ ERB N/F LE JASON DAVID BUNDY DB 1257, PG 504 SLIDE 364, MAP 2 \ \ N 438,734.070 E 1,980,645.890 NC GRID NAD 83 \ (2011) \ ECM \ 1ERB 00 it m 20,546 SF 0.47 AC rj NO3'23'11E 17.50 26 4' N86'36'49"W R48.0' 166.00' N86°36'49"W 171.00' 20' UTILITY EASEMENT (D 20,722 SF S 0.48 AC �\ C6Lo N o � / 20.0F 57AC C�_ 179.57' N8537'48"W 2074.56' TOTAL N/F EVERETT M. HESS & WIFE, HELEN J. HESS DB 220, PG 762 GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 4 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, INC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com REVISIONS PROJECT NAME BROOKE VALLEY SUBDIVISION SITE PLAN CLIENT STOUT LAND DEVELOPMENT, LLC 1786 Metromedical Drive Fayetteville, North Carolina 28304 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1781 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED SEPTEMBER 8, 2021 SHEET NUMBER C-200