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HomeMy WebLinkAboutNCC214813_Site Plan or Location Map_20210913SITE LEGEND EXISTING LEGEND - - PROPERTY LINE ® CABLE BOX RIGHT-OF-WAY LINE FIBER OPTIC VAULT GP�TIA�N Lowell- Spencer - - - - LOT LINE SANITARY SEWER MANHOLE Mtn Rd EASEMENT LINE WV X WATER VALVE CENTERLINE GEORGE ® WATER METER POSTON PARK 100-YR FLOODPLAIN Y FIRE HYDRANT ❑T TELEPHONE PEDESTAL (7)TELEPHONE MANHOLE j ? 100' STREAM BUFFER % ❑E ELECTRIC BOX ' CCL POWER POLE LINDEB FO OEM= SIGHT TRIANGLE AREA Wi CURB INLET VD STORM DRAINAGE MANHOLE o EXISTING IRON PIPE,REBAR VICINITY MAP IRON PIPE SET 1°=2000' A CALCULATED POINT CALCULATED POINT GENERAL NOTES: 1. BASED ON AN ALTA/NSPS LAND TITLE SURVEY COMPLETED BY MCADAMS. 2. BEARINGS ARE RELATIVE TO NC GRID NORTH NAD 83 (2011). 3. FLOOD NOTE: A PORTION OF THIS PROPERTY IS LOCATED IN SPECIAL FLOOD HAZARD ZONE "AE" AS DEFINED BY FEMA F.I.R.M. MAP NO. 3710357600J, DATED SEPTEMBER 28, 2007. 4. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 5. ANY PROPERTY NOT IN PUBLIC ROW OR LOTS WILL BE DEDICATED AS COMMON OPEN SPACE. A DULY CREATED HOME OWNER'S ASSOCIATION WILL BE RESPONSIBLE FOR MAINTAINING ALL COMMON OPEN SPACE. 6. STREET TREES ALONG NORTH MAIN STREET AND INTERNAL SUBDIVISION STREETS WILL BE PLANTED IN ACCORDANCE WITH SECTION 13.18 OF THE LOWELL LIDO. 7. RETAINING WALLS SHALL BE MAINTAINED BY PROPERTY OWNERS AND/OR HOA. SITE DATA TAX ID NUMBER: 127477 TOTAL SITE ACREAGE: 26,75 AC TOTAL ACREAGE IN LOTS: 5,25 AC MIN. OPEN SPACE TO BE PROVIDED: 8.0 AC (30% OF TOTAL SITE ACREAGE) EXISTING ZONING: RS-12CD PROPOSED SINGLE FAMILY UNITS: 20 UNITS PROPOSED TOWNHOME UNITS: 50 UNITS PROPOSED TOTAL # UNITS: 70 UNITS PROPOSED LOT CONFIGURATION: SEE TYP. LOT DETAIL MIN. LOT AREA (SINGLE FAMILY): 7150 SF MIN. LOT WIDTH (TOWNHOME): 16 FT MIN. LOT WIDTH (SINGLE FAMILY): 55 FT MIN. DISTANCE BETWEEN TOWNHOMES 16 FT SETBACKS: MIN. FRONT YARD (TOWNHOME): 7 FT (BACK OF CURB) MIN. FRONT YARD (SINGLE FAMILY): 25 FT (BACK OF PIW) MIN. SIDE YARD SINGLE FAMILY : 5 FT MIN. REAR YARD: 30 FT PRIVATE ROAD LENGTH: 1279 LF PUBLIC ROAD LENGTH: 729 LF THE CONDITIONAL ZONING DISTRICT SHALL BE SUBECT TO THE FOLLOWING: • SITE PLAN •MAXIMUM NUMBER OF LOTS (70) *MINIMUM OPEN SPACE TO BE PROVIDED (8.0 AC-30% OF TOTAL SITE ACREAGE) ADJACENT PARCEL INFORMATION AREA PIN DEED BOOK/PAGE OWNER 1 3576356586 4089-1026 RIVER FALLS HOA INC 2 3576351298 3560-0692 RAMMELL AUSTIN WAYNE 3 3576352106 4279-0761 TORTORICH MATTHEW J 4 1 3576352037 4856-2004 THRAILKILL CHRISTINE LAXTON 5 3576352050 4800/0356 MELTON JOHN MICHAEL 6 3576342962 4849/0814 MCTAGGART NGA C 7 3576342875 4725-0962 MCCUEN DIANE GRAHAM 8 3576342797 3481/0850 KINLEY DAVID MICHAEL 9 3576343700 4293/2188 WILLIAMS JOHN C 10 3576343612 4847/0420 DENNIS KAREN ADAMS 11 3576343534 3479/0412 LISA MATULKA 12 3576343457 3546/0526 LOWERY VINCENT D 13 3576343470 4902/1113 PALMER ADAM D 14 3576343393 4942/1203 CLEMONS TERESA M 15 3576344214 3266/0641 ADER CAROL ANN 16 3576343068 4902/2276 RIVER FALLS BOA 17 3576340183 4486/1169 FORD GARY M 18 3576248167 4419/0220 BEAN BRYAN MICHAEL 19 3576247206 4479/0831 TOLBERT BILLY G 20 3576246201 4479/0831 TOLBERT BILLY G 21 3576244288 4545/0438 CONNER ALAN D 22 3576244303 4840/0374 TOWN OF LOWELL 23 3576243314 4873/1312 TWYMAN BRUCE E 24 3576242342 4060/0046 CRYSTAL BYERS 25 3576241462 4751/2426 SURRATT ANGELA STARR 26 3576240521 4337/2197 SPECKMAN TROY 27 3576149559 4577/2133 JACOBS MARY DIANE 28 3576149658 3655/0666 TOLBERT HOMES INC 29 3576148782 1 4241/0722 MOORE DONALD W 30 3576250528 1 4711/0070 LOWELL INVESTMENTS I LLC Know what's below. Cal I before you dia. DARLI NGTON DRIVE (64' PUBLIC R/W) PROPERTY LINE (TYP.) MANSFIELD WAY (50' PUBLIC R/W) EXISTING PRESTON DRIVE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF LOWELL LAND DEVELOPMENT DESIGN STANDARDS, DETAIL DRAWINGS, AND LIDO SD STORM DRAIN PIPE OU OVERHEAD UTILITY LINES W WATER LINE SS SANITARY SEWER LINE T TELEPHONE LINE G GAS LINE UE UNDERGROUND ELECTRIC UT UNDERGROUND TELEPHONE X X FENCE LINE \IN 20' ACCESS EASEMENT TO CAROLINA THREAD TRAIL EASEMENT 5' UTILITY EASEMENT (TYP.) ---� 10' PEDESTRIAN ACCESS EASEMENT RIGHT-OF-WAY / /C.O.S�/ IWIT F C.O.S. cn I / I / 66 7 63 I 2 / i C.O.S. I \ � � I � I 15' STORM DRAINAGE EASEMENT (TYP.) \ / 10 w� �9�.71. 20' ACCESS EASEMENT TO CAROLINA THREAD TRAIL \A EMENT O S N a C.O.S. F ---P-R_OPERTY LINE (TYP.) STORM DRAINAGES EASEMENT (TYP.) / / N fYI / 3O I o N - II / - / ® I I' 12 I Xl\ �0 0 I M � O.S. \, 1 5' UTILITY EASEMENT (T P.) RIGHT-OF-WAY 14 10 1 STORM DRAINAG EASEMENT (TYP.) _ U_ _-----1 �i o _ o m - �_\V;-- 12' TREE BUFFER (TY'�111.) 1 1 6 ® I I I\ s M RICHMOND DRIVE � % I (50PUBLIC R/W) 30 C.O.S. , 18 LJ ..`/ 27 \ � �\ � I I I 19 •. O III �N �� 10 2625 24 23 21 4 1; \ / 22 0 ' I\ I� I O O 20 I \ 11 I II I 1� , 15' STORM DRAINAGE , I AEASEMENT (TYP.) , - _ - I \u) CLUSTER MAILBOX c2STRE 3o I \� �- . - , 3 0 RETAINING WALL "H RETAINING / WALL C - / � •... J � _\`__ _ `\ - \ - EXISTING OVERHEAD _0U / \S 19'12'38" E UTILITY LINE (TYP.) L STREAM (TYP.) 22 ^ / ` � �� � � � � /I ✓tom O } E } /MP I S ATION / \ RETAINING 24 I C)k 21 I Iko WALL „A„ ` �3 -kJ/X. CULVERT (TYP.) \ FXIS /N \ N. MAI G `� STREAM (T4) , \ L 20 \ 19 $TQ �\ C.O.S. s. R. zz ' EET �^ (60, pUBLiC RW d EXISTING OVERHEAD UTILITY LINE (TYP.) �� \ \ �� \�/tiey�ti 17 \ \ s \� °i EXISTING MARGUERTIE DRIVE--/ LINE TABLE LINEI BEARING DISTANCE L1 IS 73`12'50" W 38.47' L2 S 71"0'27" E 41.99 L3 S 74`39'09" E 60,41' L4 S 77'47'27" E 303.13 L5 N 77`54'52" W 142.78' L6 N 76'53'01" W 99.46' L7 N 74`48'12" W 48.33 L8 N 22'45'16" W 44.25' L9 N 21 `01'24" W 54.90 L10 N 41 `56'38" E 33.07' 1-11 S 40'08'14" E 10.07' L12 S 48`5444' E 30.63' L13 S 53'21'50" E 31.57' L14 S 41 `53'28" E 30.38' L15 I S 53`24'16" E 37.50' L16 S 43'18'42" E 37.03' L17 S 54`11'38" E 44.38' L18 S 54'25'08" E 40.65' L19 S 78`04'25" E 23.78 L20 S 63'33'19" E 25.39' L21 S 32'09'48" W 22.44 L22 S 27`47'50" W 50.53' 1 23 S 21'52'49" W 27.78' CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING CHORD C1 282.02' 556.85' N 56'39'55' W 279.02 C2 330.80 591.25 S 58`43'16" E 326.50' C3 196.72' 603.47 S 31 `44'52" E 195.85' FLOOD PROTECTION ELEVATIONS (FPE) LOT BFE FLOOD CONTROL FPE 13 622.0 FEMA 625.0 14 622.0 FEMA 625.0 15 622.0 FEMA 625.0 16 622.0 FEMA 625.0 17 622.0 FEMA 625.0 18 622.0 FEMA 625.0 19 622.0 FEMA 625.0 20 622.0 FEMA 625.0 21 622.0 FEMA 625.0 22 622.0 FEMA 625.0 23 622.0 FEMA 625.0 24 622.0 FEMA 625.0 67 622.0 FEMA 625.0 68 622.0 FEMA 625.0 69 622.0 FEMA 625.0 70 622.0 FEMA 625.0 0 GRAPHIC SCALE 0 50 100 200 1 inch = 100 ft. 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT SHAUN GASPARINI 2649 BREKONRIDGE CENTRE DRIVE MONROE, NC 28110 PHONE: 704. 779. 4126 EMAIL: SGASPARINI@TRUEHOMESUSA.COM True Homes WE VALUE WHAT YOU VALUE Ln ILD k.0 Uj U-1 O oNo Q V) z J _ Wz z -a 0 =oQ= U = 0 W D z J J �/ / C) LU z z 0 0 U CA RO r THE JOHN R. McADAMS z = = ; COMPANY, INC. �'• C-0293 FESS/0*X SEAL T- ° 04678 i �i1'•� � NC � NE��. P A. wOO\\\ 07--19 2oZ1 REVISIONS NO. DATE 1 05. 24. 2021 REVISIONS PER 1ST SUBMITTAL REVIEW 2 07. 16.2021 REVISIONS PER 2ND SUBMITTAL REVIEW PLAN INFORMATION PROJECT NO. TRU-19000 FILENAME TRU19000-OAS1 CHECKED BY JBW DRAWN BY AJB SCALE 1"=100' DATE 02.09.2021 SHEET OVERALL SITE PLAN C2.00 FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION I