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Home My WebLink AboutSW6190601_1482-PERMITTING (SIGNED & SEALED)_6/19/2019INNOVATIVE RD BILLY FREEMAN a « SITE VICINITY MAP NOT TO SCALE Know what's below. Call before you dig. NC 24 CEM NORTH CIVIL ENGINEER 4D SITE SOLUTIONS, INC. 409 Chicago Drive - Suite 112 Fayetteville, North Carolina 28306 910-426-6777 Contact: Scott Brown, PE email: sbrown@4dsitesolutions.com BARRINGTON PLACE SUBDIVISION SITE DEVELOPMENT PLANS EASTOVER TOWNSHIP NEAR CITY OF FAYETTEVILLE, NORTH CAROLINA CUMBERLAND COUNTY INDEX OF DRAWINGS C1.0 - EXISTING CONDITIONS C2.0 - SITE PLAN C3.0 - GRADING AND EROSION CONTROL PLAN C4.0 - PROFILES C5.0 - DETAILS OWNER/DEVELOPER STOUT CONSTRUCTION 409 Chicago Drive -Suite 103 Fayetteville, North Carolina 28306 910-779-0019 Contact: Ben Stout email: ben@benstoutconstruction.com SURVEYOR 4D SITE SOLUTIONS, INC. 409 Chicago Drive - Suite 112 Fayetteville, North Carolina 28306 910-426-6777 Contact: Jimmy Holland, PLS email: jholland@4dsitesolutions.com "DARE'''// SEA • 027 111111111 g```�� 04-2"i-lei bL+•2q• lq 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com REVISIONS PROJECT NAME BARRINGTON PLACE SUBDIVISION (ZERO LOT LINE) TAX I D# 0467-20-4671 PLEASANT VIEW DRIVE EASTOVER TOWNSHIP NEAR FAYETTEVILLE CUMBERLAND COUNTY NORTH CAROLINA CLIENT 409 Chicago Drive - Suite 103 Fayetteville, North Carolina 28306 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: SEAN CHECKED BY: SCOTT PROJECT NUMBER: 1482 DRAWING SCALE SEE SHEETS DATE RELEASED APRIL 29, 2019 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED SITE NC 24 THE RD BILLY FREEMAN F RD r NORTH VICINITY MAP NOT TO SCALE LEGEND: E"Z ECM —EXISTING CONCRETE MONUMENT EIP Oa EIP—EXISTING IRON PIPE EIR Oa EIR—EXISTING IRON ROD ERB O ERB-EXISTING REBAR c COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - OPL - - - OLD PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY OVERHEAD UTILITY PERMANENT EASEMENT X FENCE LINE TREE LINE 125 MAJOR CONTOUR 127 MINOR CONTOUR X 126.74' SPOT ELEVATION -i�- BENCHMARK M� MAILBOX PPS UTILITY POLE C GUY WIRE ❑T TELEPHONE PEDESTAL GRAVEL ASPHALT CONCRETE BUILDING AREA: (BY COORDINATE COMPUTATION) 283,299 SF (6.50 AC) PIN NO: 0467-20-4671 ZONING: RR 30' FRONT 15' SIDE 35' REAR SOURCE OF TITLE DB 7102, PG 302 CUMBERLAND COUNTY REGISTER OF DEEDS I I I/II I ECMECM TBM / 4D DISK #1 N 470,850.575 - - - - - - - / E 2,062,242.555 1 /4" \ NC GRID ELEV 1 NAD 883 ERa - �g36PueNc RINN \ (2011) o SR 60 / \ NAVD 88 SR 1836 (PLEASANT VIEW DRIVE) OPL _ \ 100' PUBLIC R/W 128 \ EIP N30°23'11"W/ ' - - OF - 19.63' TIE OPL - oPL — OPL — ERB — — OPL — — OPL — / h // PP N26°00'00"W R=1687.02' __. - T /L=131.23' �CHORD _ - -°PLECM 5/8.,N75°45'35"E _ ERB L 131.20' - / ^20 N /F 'w LAIAD JITRAK BOWDEN z TRACT 1 / DB 7102, PG 302 DB 3002, PG 65 o / / N rn o cD / J J o/ EIR t� \\� 1 , OR N /F -CHARLES A. McLAURIN & WIFE, 4� EVELYN McLAURIN \\Q 1 DB 4220, PG 838 p^ PB 91, PG 157 v Ob c� �� \\ D v 128 � N � O� �O oa' ^o x126.25 7D \x 125.as ` 1 „ 126 \ EIP \\ x125.95 NOTES: N 470,391.036 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES E 2,062,161.912 UNLESS OTHERWISE NOTED. NC GRID NAD 83 2. COMBINED SCALE FACTOR: 0.99987916 (2011) LOCALIZATION POINT N: 470,850.575 E: 2,062,242.555 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM. 3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM. 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS MAP. 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY THIS SURVEY. 6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, EASEMENTS, CEMETERIES, AND FLOOD AREAS. 7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. 8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO MAP# 3720046600J OF THE FLOOD INSURANCE RATE, DATED JANUARY 5, 2007. I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET. PROFESSI NAL LAND SURVEYOR — L-4571 I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK SHOWN. PAGE HEREON OR OTHER REFERENCE SOURCE --- --- ); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN BOOK _____, PAGE _____ OR OTHER REFERENCE SOURCE ---- --------- • THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND AND SEAL THIS 29 DAY OF APP-1 2019. PROFESSI NAL LAND SURVEYOR — L-4571 R �% ESS/ AL a"4 57 - I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS PERFORMED ON FEBRUARY 7, 2019 USING TWO TRIMBLE 5700 RECEIVERS. ------------ PROFESSIONAL LAND SURVEYOR — L-4571 7 x 126.38 -v I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND SEAL THIS 29 DAY OF AP12-1 A.D., 2019. PROFESSIONAL LAND SURVEYOR — L-4571 x 126.40 x 126.45 x126.16 i // // — R=1687.02' L= 417.83' —CHORD N64°58'20"E 416.76' _ 7D N /F LAIAD JITRAK BOWDEN TRACT 1 DB 7102, PG 302 DB 3002, PG 69 ^21 J x 127.52 ECM 7�_\ 128 _188.63' x 126.38 x 126.63 127 12Y X 126.97 x 127.55 S69°46'03"W 312.78' TOTAL AXLE I �20 72s x 126.67 20.12' TIE ECM o In 0 c ;0 m m m n c� Co m UT -6 O -o 0 0 z m rn m m z N /F CARLAS RAY WEST DB 10234, PG 552 1n N 0 I J m _ PUMP HOUSE 0 x 127.43 12$ / ^2a / 128 / N 470,462.838 / E 2,062,845.080 NC GRID NAD 83 (2011) 1" EIP (PINCHED) 124.15' - - 129 129 125 N /F STOUT LAND DEVELOPMENT, LLC DB 10490, PG 287 GRAPHIC SCALE 40 ° 20 40 80 60 ( IN FEET ) 1 inch = 40 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, INC 28306 office 910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com CARD �z// ?'•�•••.•• ...••� �2�'?! OFE83 /O `9 i �AL _ 3� ••: S uRv qN .R• Se by- •2q• IG) REVISIONS PROJECT NAME BARRINGTON PLACE SUBDIVISION (ZERO LOT LINE) EXISTING CONDITIONS CLIENT 409 Chicago Drive - Suite 103 Fayetteville, North Carolina 28306 Phone: (910) 779-0019 PROJECT INFORMATION SURVEYED BY: AL DRAWN BY: SEAN CHECKED BY: JIMMY PROJECT NUMBER: 1482 DRAWING SCALE HORIZONTAL: 1 "=40' DATE SURVEYED FEBRUARY 7, 2019 SHEET NUMBER C-1 0 ■ 2 IL VICINITY MAP NOT TO SCALE LEGEND: "'Z ECM -EXISTING CONCRETE MONUMENT EIP Oa EIP-EXISTING IRON PIPE EIR 0 EIR-EXISTING IRON ROD ERBO ERB-EXISTING REBAR c COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - OPL - - - OLD PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY OVERHEAD UTILITY PERMANENT EASEMENT X FENCE LINE TREE LINE 125 MAJOR CONTOUR 127 MINOR CONTOUR x 126.74' SPOT ELEVATION -J�- BENCHMARK M� MAILBOX PPS UTILITY POLE C GUY WIRE ❑T TELEPHONE PEDESTAL GRAVEL ASPHALT CONCRETE BUILDING I I I ECM I I ECM / / JERB, D I \\ 'p �g36 EPS ��C w R SR / 60' pue - / SR 1836 (PLEASANT VIEW DRIVE) OPL 100' PUBLIC R/W I 1" / / EIP ' � - I _ p _ - OPL - _ - OPL - -_ - ��- --- I - -OPL _ -- \ - - -OPL- - -OPL- OPL - ERB - - _ - OPL - - OPL - OPL - OPL - - -� FCAA ECM OPL - s a ' I ERB C1 C2 C3 C4 C5 ECM C'j G / 10'X70' SIGHT - o1 - - - - - - _ 10'X70' SIGHT 1 TRIANGLE _ TRIANGLE T - - - oc / 3 o / F - - - - ol0 1 N 1 zl N 00 J NO3°19'40"W 57' 23,195 SF I / /\\ O 21.19' Qr 7 (0.53 AC) i 4 SF (0.58AC) 21,568 SF o`° Nol bi L- \\ (0.50 AC) N N YI 0_ EIR I cal N 01 CONCRETE PAD Z N/F o FOR MAIL KIOSK 0� C) I J o I CHARLES A. McLAURIN & WIFE, \ \ - - - O m o C N41°54'28"W f EVELYN McLAURIN \ o� \ \ �I 21.19' U a cv 1 DB 4220, PG 838 p^ PB 91, PG 157 vcr \ \ N22°37'04"W 1 o z \ C16 25.00' I p I o O I o �Q + N 0 00 ! / NI0 21,446 SF . �j (0.49 AC) C G 20' I I v / S67°22'56"W 1 `� 70 CA I I N I I I L J 11:10 � I 128..117 �yh ROAD B c� 50' R/W - PUBLIC STREET I - - - - - - - - - - - - - - o`` N I C9 a' S67°22'5_6"W N I 81.37' \C1_1 C14 20,029 SF (0.46 AC) 28,753 SF \ / � / I � � (0.66 AC) / / / / 010 0� 01rCq co EIP \ O \ / 27,350 SF / 126.35 N 470,391.036 \ � � G I SITE NOTES E 2,062,161.912 \ \ \ / (0.63 AC) NC GRID NAD 83 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE (201) PP BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR. 6Q. CO10 7 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE C / I EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO \ \ / \ 25,219 SF CONSTRUCTION O CONTRACTOR SHALL VERIFY OF THE SITE, ERAL ALL TIL TY COMPAN ES EN(0.58 AC) O\\ \ , \ VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL \ \ / / / 24,630F CONTRACTOR'S EXPENSE. \ (0.57 AC) / F 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL `r BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER 732 / l l F�Ftij I FEDERAL NLOCAL L 5. ALL DMENSIIONSARETOTHE REQUIREMENTS. M T EDGEOF PAVEMENT OR TO THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED. 6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 39 \ 30,176 SF 7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH �`319, T Col \ / / (0.69 AC) � \ CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW OR WHITE ON ASPHALT PARKING LOT). 8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE �RFF l l I BACKGROUND OR A WHITE SYMBOL ON A BLUE BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE THE INSTALLATION OF THE PROPER SIGNAGE. 7 9. ALL PARKING SPACES ARE TO BE LAID OUT IN �2�j, ACCORDANCE WITH THE SITE PLAN DIMENSIONS. 10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER CUMBERLAND COUNTY AND STATE REGULATIONS. SITE DATA DEVELOPER MAILING ADDRESS CITY, STATE PIN NUMBER TOWNSHIP TOTAL SITE ACREAGE ACREAGE TO BE DEVELOPED ZONING EXISTING USE PROPOSED USE DISTURBED/DENUDED AREA SETBACKS REQUIRED: FRONT SIDE REAR STOUT CONSTRUCTION 409 CHICAGO DRIVE - SUITE 103 FAYETTEVILLE, NORTH CAROLINA 28306 0467-20-4671 EASTOVER 6.50 AC 6.50 AC R-20 UNDEVELOPED SINGLE FAMILY RESIDENTIAL 1.7 AC 30 FT 15 FT 35 FT CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C1 131.23 1687.02 N75°45'35"E 131.20 C2 37.90 1687.02 N71 °25'26"E 37.90 C3 100.06 1687.02 N69°04'53"E 100.04 C4 98.60 1687.02 N65°42'28"E 98.58 C5 181.28 1687.02 N60°57'19"E 181.19 C6 37.81 25.00 S20°42'28"W 34.31 C7 30.77 25.00 S57°52'56"E 28.87 C8 61.55 50.00 S57°52'56"E 57.74 C9 47.77 50.00 SO4°45'00"W 45.97 C10 48.06 50.00 S59°39'08"W 46.23 C11 61.26 50.00 N57°42'56"W 57.50 C12 39.27 25.00 N67°37'04"W 35.36 C13 21.03 25.00 S43°17'14"W 20.41 C14 66.44 50.00 S57°15'44"W 61.66 C15 88.89 50.00 N33°44'11"W 77.64 C16 85.85 50.00 N66°23'01 "E 75.69 C17 21.03 25.00 S88°31'23"E 20.41 C18 39.27 25.00 N22°22'56"E 35.36 C19 39.27 25.00 N67°37'04"W 35.36 NC Raw qR S4 S69°46'03"W 312.78' ECM \AXLE N/F H.B. SMITH, JR. I \� DB 5092, PG 570 `\ I NC Raw qR S4 S69°46'03"W 312.78' ECM \AXLE N/F H.B. SMITH, JR. I \� DB 5092, PG 570 `\ I cn 0 0 0 c m m n c� Co m 0 -o 0 o v co 0 m r rT N Z N -I C: 0 J rTi N/F CARLAS RAY WEST Ln 41 DB 10234, PG 552 .w 0 o D I r 0 o PUMP HOUSE I N 470,462.838 E 2,062,845.080 NC GRID NAD 83 (2011) 1" EIP (PINCHED) - N/F ` STOUT LAND DEVELOPMENT, LLC `I DB 10490, PG 287 40 GRAPHIC SCALE 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. 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 CARO �Z// OFE83 �� `9 �AL _ 3� •• S URA Jl� REVISIONS PROJECT NAME BARRINGTON PLACE SUBDIVISION (ZERO LOT LINE) SITE PLAN CLIENT 409 Chicago Drive - Suite 103 Fayetteville, North Carolina 28306 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: SEAN CHECKED BY: SCOTT PROJECT NUMBER: 1482 DRAWING SCALE HORIZONTAL: 1 "=40' DATE RELEASED APRIL 29, 2019 SHEET NUMBER C-200