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HomeMy WebLinkAboutNCC221531_MODIFICATION Supporting Documents_20230926 Pc, aolas1-,cle, R. 3h0,4- I of Li 1 , - NOTES: FR4ZIFR dR CAMERON DR 1. THE FIRM HAS RELIED UPON TITLE COMMITMENT FURNISH BY CHICAGO TITLE CERTIFICATE OF OWNERSHIP AND DEDICATION INSURANCE COMPANY TITLE COMMITMENT NUMBER: 169-213103245 DATED CERTIFICATE OF FINAL PLAT APPROVAL O REVIEW OFFICER STATEMENT NOVEMBER 1,2021,AT 8:00 AM WHILE AND IN PREPARING THIS SURVEY. THE I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY 1<k� SURVEYOR IS NOT RESPONSIBLE FOR ANY TITLE EXCEPTIONS NOT SHOWN AND DESCRIBED HEREON THAT I HEREBY ADOPT THIS IN ACCORDANCE WITH THE CITY OF SANFORD UNIFIED DISCLOSED BY THE REFERENCED TITLE COMMITMENT. PLAN OF SUBDIVISION WITH MY FREE CONSENT,ESTABLISH DEVELOPMENT ORDINANCE,HAVING MET THE GENERAL R` REQUIREMENTS FOR THE PRELIMINARY PLAT AS APPROVED, STATE OF NORTH CAROLINA �� MINIMUM BUILDING SETBACK LINES,AND DEDICATE ALL STREET, COUNTY OF LEE 13 2. AREAS COMPUTED BY COORDINATE METHOD. ALLEYS,WALKS, PARKS AND OTHER SITES AND EASEMENTS TO FINAL AUTHORITY IS HEREBY GRANTED TO ST.JAMES PLACE oPMES � PUBLIC OR PRIVATE USE AS NOTED. FURTHERMORE, I DEDICATE SUBDIVISION PHASE 2' LOPMENT OWN HEREON. I Ail Wc REVIEW OFFICER OF LEE COUNTY, Sj 3 3. PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY,EASEMENTS ALL PUBLIC SEWER LINES AND/OR WATERLINES TO THE CITY OF � �Pf` ' `''l�!' VV.//0Uj CERTI W THAT THE MAP OR PLAT TO HICH THIS CERTIFICATION IS AND RESTRICTIONS OF RECORD. SANFORD. DIRECTOR OF4 COMMUNITY DE DATE AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING 1. II %KJ% J Y/2-V-2 3 SITE 4. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES �i,QPfi>�t�>,,�'r`t rn UNLESS OTHERWISE NOTED. OWNER DATEWelOt o 5. RIGHTS-OF-WAY INFORMATION IS BASED ON DEEDS AND MAPS OF RECORD. REVIE OFFICER o m c aoa6 73 73 6. NC GRID COORDINATES(NAD83)OBTAINED BY USING GPS,PER THE NCVRS A CERTIFICATE OF APPROVAL OF DESIGN AND INSTALLATION OF DA E o 5. D NETWORK. STREETS,UTILITIES AND OTHER REQUIRED PUBLIC IMPROVEMENTS Z 71 2 7. BASIS OF BEARING SHOWN HEREON IS NC GRID(NAD 83 NSRS 2011). I HEREBY CERTIFY THAT ALL STREETS,UTILITIES AND OTHER >- REQUIRED PUBLIC IMPROVEMENTS HAVE BEEN INSTALLED IN AN REGISTER OF DEEDS RECORDING INFORMATION MAMNST z 8. THE PROPERTY SHOWN HEREON IS LOCATED IN FLOODZONE"ZONE X",AREA ACCEPTABLE MANNER AND ACCORDING TO THE CITY OF SANFORD 3 fd 1:-:OF MINIMAL FLOODING,PER FLOOD INSURANCE RATE MAP 3710965100J, SPECIFICATIONS AND STANDARDS IN THE ST.JAMES PLACE PHASE 2 PRESENTED FOR REGISTRATION ON THE DAY OF PANEL 9651 EFFECTIVE DATE SEPTEMBER 6,2006. mO1.L� ,2023 AT ).Gj1 PM SUBDIVISION OR THAT A GUARANTEE OF THE INSTALLATION OF THE j //���/� �^I 9. ADJACENT DEED LINE SHOWN HEREON IS REFERENCED IN DEED BOOK 1001, R QUIRED IMPROVEMENTS IN AN AMOUNT OR MANNER RECORDED IN PLAT CABINET .: DaS SLIDE i - 2P1 HTRL RY TO TH CF SANFORD HAS BEEN RECEIVED. PAGE 996.THERE IS NO OVERLAP OR GAP IN THIS AREA PER THIS DEED ISFAC P �Q+� Q/��' �exi REFERENCE. Jen' 4 4� . iir PAMELA G. BRITT ?-ittitt.4. U/L1'l r Ut ` DIRECTOR OF PUBLIC WORKS DATE REGISTER OF DEEDS 10. WETLANDS SHOWN HEREON ARE LOCATED PER THE OWNER'S CONSULTANT (/lC/N/TYMAP LAKENHEATH, INC,AS STATED ON THE SITE PLAN. • NOT TO SCALE CURVE TABLE CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C1 466.46' 72.47' S47°53'33"E 72.40' 008°54'07" 36.31' C26 265.00' 155.05' N80°19'09"E 152.85' 033°31'26" 79.82' SURVEYOR CERTIFICATION C2 344.99' 81.08' S46°00'29"E 80.90' 013°28'00" 40.73' C27 265.01' 57.27' N57°21'58"E 57.16' 012°22'56" 28.75' REFERENCES: I, THOMAS E. TEABO,PLS, HEREBY CERTIFY THAT THIS PLAT WAS C3 265.00' 393.81' N84°41'08"E 358.56' 085°08'47" 243.45' C28 315.00' 70.18' S65°44'16"E 70.03' 012°45'52" 35.23' DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE DB 571,PG 859 UNDER MY SUPERVISION,FROM DEED AND MAP REFERENCES AS NOTED ON SAID MAP; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY C4 315.00' 431.66' N81°23'12"E 398.67' 078°30'56" 257.44' C29 315.00' 75.54' S80°20'24'E 75.36' 013°44'27" 37.95' DB 598, PG 619 INDICATED AS DRAWN FROM INFORMATION FROM DEED AND MAP DB 1001,PG 996 DB 1107,PG 627 REFERENCES AS NOTED ON SAID MAP. THAT THE RATIO OF PRECISION C5 25.00' 22.39' S67°47'16"W 21.65' 051°19'04" 12.01' C30 315.00' 75.69' N85°54'20"E 75.51' 013°46'04" 38.03' DB 1124,PG 718 OR POSITIONAL ACCURACY OF THE SURVEY AS CALCULATED IS 1: DB 1146,PG 293 10,000+, THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS C6 55.00' 271.31' N47°52'16"W 68.75' 282°38'08" 44.04' C31 315.00' 75.19' N72°11'00"E 75.01' 013°40'35" 37.77' DB 1197,PG 460 BROKEN LINES PLOTTED FROM INFORMATION OF RECORD;THAT THIS DB 1197,PG 464 MAP WAS PREPARED IN ACCORDANCE WITH G.S. 47-30,AS AMENDED. C7 25.00' 22.39' N16°28'12"E 21.65' 051°19'04" 12.01' C32 315.00' 75.20' N58°30'23"E 75.02' 013°40'41" 37.78' DB 1215,PG 161 DB 1448,PG 761 !HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY DB 1500,PG 131 SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY C8 1025.00' 127.55' S44°18'23"E 127.47' 007°07'47" 63.86' C33 315.00' 52.44' N46°53'53"E 52.38' 009°32'18" 26.28' SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO DB 1544,PG 225 DB 1553,PG 69 PERFORM THE SURVEY: C9 975.00' 121.33' S44°18'23"E 121.25' 007°07'47" 60.74' C34 55.00' 47.26' N75°57'28"E 45.82' 049°14'15" 25.20' DB 1583,PG 119 (1) CLASS OF SURVEY: "CLASS A" DB 1614,PG 177 (2) POSITIONAL ACCURACY:0.04' C10 55.00' 271.31' N40°44'29"W 68.75' 282°38'08" 44.04' C35 975.00' 79.54' S43°04'42"E 79.51' 004°40'26" 39.79' DB 1620,PG 840 (3) TYPE OF GPS FIELD PROCEDURE:REAL-TIME KINEMATIC DB 1630,PG 321 NETWORKS-NCVRS AT RV C11 315.00' 7.42' S72°47'41"E 7.42' 001°21'00" 3.71' C36 1025.00' 39.02' S46°46'51"E 39.01' 002°10'51" 19.51' PB 18, PG 78 (4) DATES OF SURVEY: 11/18/2021 03/20/2023 PB 18 PG 82 (5) DATUM/EPOCH:NAD 83(2011)EPOCH 2010.00 ° PC 2005,PG 128 (6) PUBLISHED/FIXED-CONTROL USE:NCVRS C12 265.00' 41.92' N46°38'37'E 41.87' 009°03 45 21.00' C37 1025.00' 88.53' S43°12 57"E 88.51' 004°56'56" 44.29' PC 2007,SLIDE 171 (7) GEOID MODEL:2012(CONUS) PC 2007,SLIDE 210 (8) COMBINED GRID FACTOR(S):0.99986268 C13 325.00' 126.79' S74°13'22"E 125.98' 022°21'06" 64.21' C38 55.00' 0.81' S86°58'22"E 0.81' 000°50'20" 0.40' PC 2016,SLIDE 116 (9) UNITS:US SURVEY FEET PC 2019,SLIDE 54 C14 325.11' 277.62' N66°36'06"E 269.26' 048°55'36" 147.91' C39 55.00' 25.11' N79°31'47"E 24.89' 026°09'22" 12.78' THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES C15 55.00' 52.90' S25°29'47"W 50.89' 055°06'40" 28.70' C40 55.00' 60.41' N34°59'00"E 57.42' 062°56'10" 33.66' PARCELS LAND. WITNESS MYORI INAL SIGNATURE, LICENSE NUMBER D SEAL THIS 24TH DAY F APRIL A.D., 2023. C16 55.00' 47.20' 577°38'17"W 45.77' 049°10'21" 25.16' C41 55.00' 31.18' N12°43'31'W 30.76' 032°28'52" 16.02' 4 C17 25.00' 22.39' S74°55'03"W 21.65' 051019'04" 12.01' C42 55.00' 9.99' N34°10'11"W 9.98' 010°24'29" 5.01' RVEYOR NC L-3920 C18 55.00' 23.96' N65°17'39"W 23.77' 024°57'47" 12.17' C43 55.00' 10.12' N44°38'44"W 10.11' 010°32'37" 5.07' • C19 25.00' 22.39' N23°35'59"E 21.65' 051'19'04" 12.01' C44 55.00' 25.86' N63°23'12"W 25.62' 026°56'18" 13.17' • AREA TABLE C20 55.00' 20.80' N41°58'S1"W 20.67' 021°39'50" 10.52' C45 55.00' 35.56' S84°37'14"W 34.95' 037°02'50" 18.43' NEW LOT AREA 843,707 SF/19.369 AC C21 55.00' 10.02' N25°55'53"W 10.00' 010°26'06" 5.02' C46 55.00' 72.27' S28°27'14"W 67.18' 075°17'10" 42.42' RNV DEDICATION AREA 150,302 SF/ 3.450 AC ,0� \..\1 rCA , ° „ ° „ ° „ ° TOTAL SITE AREA 994,009 SF/22.819 AC °`"ESS/p •. ti o u C22 55.00' 26.44' N06 56 27 W 26.19' 027 32 47 13.48' C47 25.00' 7.02' N01 08 30 W 7.00' 016 05 41 ' 3.53' Z �, • y ; wi o r n o r a o r n o r u r ` o¢ C23 55.00' 42.72' N29 05 08 E 41.66' 044 30 24 22.50' C48 25.00' 15.37' N24 31 02 E 15.13' 035 13 23 7.94 :?, 1 ze C24 265.00' 3.72' S52°44'29"E 3.72' 000°48'14" 1.86' C49 975.00' 41.79' S46°38'36"E 41.79' 002°27'21" 20.90' 0 LL C25 265.00' 135.86' S68°14'34"E 134.38' 029°22'30" 69.46' %'',0'7q S•E E. \'\`� o L. w_ 'rrrrrrili����`‘ 1-�. ZLL. LINE TABLE LINE TABLE LINE TABLE _L. 1- _(, LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE ocoS49° 15' N50° r r p•oi L1 31"W 33.45' L12 50 49"E 170.28' L23 N49° 06'49 E 61.35' MAJORSUBDIVISIONFINAL PLAT >ot ° r ° FOR flwL L2 N49° 15' 31"E 33.45' L13 N45 56' 06"E 156.34 L24 S82 15' 31'W 35.36 ww� SITE DATA TABLE ST. JAMES PLACE w�� L3 N29° 55'23"W 18.14' L14 N62° 40' 09"E 246.52' L25 S60° 52' 17"E 70.71' fxzk OWNER:D.R.HORTON, INC. PHASE2 w,-,-°� PIN:9651-55-3936 2°L L4 N38° 52' 19 W 7.17 L15 N62° 40' 09"E 236.67' L26 N44° 36'40'W 70.71' CORPORATE MAILING ADDRESS:2000 AERIAL P/N.9651-55-3936 CENTER PARKWAY,MORRISVILLE,NC,27560 y DB 1675 PG453 LOF L5 S37° 15' 31"W 147.05' L16 S07°44' 29"E 42.43' L27 N07°44'29"W 35.36' CL a SITE ADDRESS:0 ST JAMES WAY CITY OF SANFORD Q 0- L6 SO4° 22' 27"W 231.41' L17 S44° 36' 04"E 70.71' L28 S73° 25' 08"E 72.95' NUMBER OF PROPOSED LOTS:54 JONESBORO TOWNSHIP o00 o t 1 MINIMUM LOT SIZE: 12,000 SF LEE COUNTY,NORTH CAROLINA NCBELS:P 1132 Z=w L7 N74° 52' 49"E 35.86' L18 NO3° 17'42"W 35.15' L29 S50° 15'27 W 70.72' CC I--z ZONING: R-12 FILE NO. 4130 PARKLAKE AVENUE,SUITE UJ o L8 S37° 15' 31"W 152.95' L19 N36° 30' 58"E 70.55' L30 N32° 37' 08"W 70.71' MINIMUM SETBACKS: 130 RALEIGH,NORTH CARDLINA W w J FRONT 30'ZI/ 27612919.578.9000 NS211123 0 c L9 N04° 22' 27"E 237.85' L20 N01° 25' 53"E 19.31' L31 SO4° 15' 31"W 35.36' SEAR 20' BOHLERI www.bohlerengineering.com Z rr c SIDE 12' DATE Li.'OO w n r ■JPSTATE NEW YORK■BOSTON,MA•NEW YORK METRO WARREN,NJ■°HILADELPHINSOUTHERN NJ■LEHIGH VALLEY,PA■SOUTHEASTERN PA WZc L10 N42° 07' 44"E 240.16' L21 N78° 53' 51"E 67.20' L32 S85°44' 29'E 35.13' 04/24/2023 •BALTIMORE,MD ■SOUTHERN MARYLAW■NORTHERN VIRGINIA■WASHINGTON,DC ■CENTRAL VIRGINIA.CHARLOTTE,NC.RALEIGH,NC w5-c_ =oE L11 N50° 50'49"E 175.35' L22 N69° 22' 12"E 56.70' L33 S48° 51' 05"E 67.67' FIELD DATE CREW CHIEF DRAWN REVIEWED APPROVED SCALE DWG NO. m 1-F 03/20/2023 PW DET TET TET 1"=60' 1 OF 4 cc 0a 3 S I i of LA FRAZIER OR CAMERON DR S� *SEE SHEET 1 FOR NOTES, `'9�N5� �� CERTIFICATIONS,LINE& y�, T3 � CURVE TABLES* 'V` (C‘ "P -730 St'PMA p L-S N52°16'23"W • IRF • 20.09' N/F IPF • ANGEL J. H. PEREZ & SITE 1441 ZAILi4 LEMUS m N PIN. 9651-45-7950 872p, z DB 1630, PG 321 ,/s 8.11' c LOT 27 1‹. ,/ `. r- N PB 2007, PG 171 �o / a /, 1 A N 1Ad E zE. .71 , a / / �\/ �8g, o,, M4NNST z / ® // // N. cEt re t R NN N .O / f2,182SF / �� \\ z m ,o Gq'P94 / OR // co S52°43'51"" •• o N.,_..,-c--0'''. • IRF .`. 0280AC,/ , ,,/' 330.59'(TOTAL)' 7 ' ? C'�rR i<E L E • ,G...A- oy .\ / °�h/ © ,/ 1/ .\ . / / . OF o'�9� 8>>8, ��1'/ f2,D02SF Ocy�� \`�� •• NO2°15'16"E N <� OR / ,�h�' \-SETBACK (TYP) VICINITY MAP 61.03' .\ 0.176AC, / /' 811' 87 NOT TO SCALE • .. `� /' hoi/ ,' /' \ � 28, AREA TABLE / 8p `v '`, 12,001 SF / / `'S RUBEN H. GARCIA-MUNOZ IRF • •Op, 01 / O, `. & BEATRIZ D. CABALLERO K/ 0. ORSAC i' '`��' ••S' NEW LOT AREA 843,707 SF 1 19.369 AC P/N. 9651-45-6746 `� / etv,� 13,408SF ��' 'Li9�S,S, R/W DEDICATION AREA 150,302 SF/ 3.450 AC REFERENCES: LOT 9 /.�\ 9p7 �, ,A NS°• `�` / o'`/ OR / C`�Fj TOTAL SITE AREA 994,009 SF/22.819 AC DB 1583, PG 119 , ., 0' �,o-y �y `, ,\``� 0.308AC / �\ so,ail, 3 DB 571,PG 859 PB 2007, PG 171 ''' '' / `.. • G�i�Q�s �78* 8p•00 `.,' �01/' �/ �p'`P (` • DB 598, .. , � 49- �, , 00 -k DB 1001PPG 996 / -SETBACK (TYP7�� 'Sj\ Gfi �'0 NEW VARIABLE / h• OD \'(/t PC! DB 1107,1 PG 996 Al / ) 0.�`�` `s6' WIDTH PUBLIC ,/ 1`� 00'A l\ ■ �o / 10 / �6 �9/- (lOT •1 627 DRAINAGE o i� 9 DB 1124,PG 718 ECM °'` , 15,314SF / •O0, 9�• 9�'8, �� .�O /^`� �88' DB 1124, PG 293 �"'1 ,/ OR ,/ ,/ N,� EASEMENT o� � CO o� O // •�\ DB 1197,PG 460 ,/ 0.352AC /,goo � • 4Spp, '�� `�'JOG "' ''' ' /' • S52°44'29"E N52'4614'til� DB 1197,PG 464 �' '� NEW 1OX70' ��S L24 �,O �P Q > 395.78'(TOTAL) DB 1215,PG 161 > ,► b�' , 22 i 94 , • DB 1448,PG 761 98.46 (T1E� / , / / SIGHT DISTANCE `� ^� / 9 • DB 1448,PG 761 / �o , / 15.00' 14,243 SF /. �. /4. / f1 / ^ 00' TRIANGLE(TYP) o'� / �/p `� DB 1544,PG 225 • \ ,i� ,/ 12,920SF ,'p� / N�� • 15.00' 5 , OR , O ,� `� SO DB 1553,PG 69 IRF , �, , , >* , • 25.00 0327Ac / '' S `� , g , OR ,Oo� , �\ 10.00 N NEW VARI4BLE / / `� T • DB 1583,PG 119 90 `\ ,/ /, 0.297AC / '` / 10.00' -� WIDTH PUBLIC / /' SETBACK (TYP)\� DB 1614,583 PG 119 77 06' `„/ // ,� / • rr DRAINAGE /='�` ,� / DB 1620,PG 840 / /oco , 12 / �6 S \� EASEMEN ,�°'h ,� 0 / ,�� DB 1630,PG 321 / /,:!. / 12,919SF cb ,^�\ 00' S2° Sp , o� , �. 7p PB 18,PG 78 Op, PB 18, PG 82 • �` /50 /' 0.297AC �0 `, F �Sp `� / OR /' / `. PC 2005, 8 128 \` / r'� ` ��4 0' ' 0.276AC / / NEW 20�`. PC 2007,SLIDE 171 ,6'Op,` .�'/ /' /;o // i •46'' ?`SOp. C`. i / PRIVATE `N / •• PC 2007,SLIDE 210 / ,;� / 13 ,�' , �6p �O) • .`� /'T? DRAINAGE PC 2016,SLIDE 116 o0 ��� //�o'� //' 11,918SF //vs.0. // `.` ��� h0 �N\ /'ro~ ,�' ® EASEMENT / n PC 2019,SLIDE 54 • . / / OR / `� 80p0, " /' 15,000 SF �h/ �' .`.\ )6 pp;.\\v�,/ / /� 0.297AC /�5� / / i , S'S�° ��\ OR 0.344AC / ��.o ,`` ��`90, // / / 14 // ^ 6•00 �42g9 \ /� / N . • .. / / OR /co ,/ .\ • "'83 `. /' , `. • J //' // 0.297AC //,..e. //' `.\ 78�T 00' ^�\ // �/ S37°15'31"W /� '00, ,`�' /' /'�y� / 15 i �6 OC7q` 10.00 �/� �,� 150.00' ��/ / /4,5- // 12,916SF /. ,^�� •00 / / < �'/ `S�F NS2° . /°'� / OR /�` / . / 19 // / �"&, scr'3� j��\\ ///�01 /// 0.296AC ///is. / / �`... • • 10.Od`�... iz180SF OR / /O cy�/�` 394 AC 7 / /,co / 12,915SF / 60 �. i N/F '70, / ,'� , / .. 0' 9 /I /,,,'` / OR / / ` Bls, .../' N7LLlAM k SHERRY JOHNSON COUNT LEE 0�9� • �`. g"' ,' 0296AC ,�� /' ��. • PIN. 9651-55-6753 .�` o u t i i r'',,,, PIN.9651-45-5357 ,` �' / �+�`��' /' `. ' DB 1001, PG 996 �N f'( DB 1146, PG 293 �6 0 �`. /' /' /�'� ,/' �> • O•\'s DB 1215, PG 161 4;; !O • 2 / �.\ //:��o // 12,9f4SF /`' �/ �`.\ ,0?�?6, p�`� ,�o,�� = S Ailey o / o SEENOIE9 92d� s° LEGEND / ? OR0296 '��'e. = wred ,600' `v' //� /' SETBACK (UP)\ `, � o S% RV / / 0 mWI LINE SURVEYED ,/ , / `� °OHO O�q•.....^ (F.P� aa LINE NOT SURVEYED ��\ /o�o�o / 18 ,/ /�oti 'r,,�rrs IE„�``��` Jv • �` /r�oA �,/ 16,176SF R /�' N/F zZ • • , -,- . +� EXISTING WETLAND c� �6'pp, �``✓ ,/' 0�1AC ,/2 fi7LL & SHERRY PIN: 651-55 8654SON mu EXISTING CONCRETE , _ ❑ ECM MONUMENT �/' DB 1215, PG 161 �z 0zu_ IPF IRON PIPE FOUND `. / • 'S / u `. /' / 0 IRF IRON REBAR FOUND W MAJOR SUBDIVISION FINAL PLAT =rr 88 ` / a c 0 IRON PIPE SET �• .�' FOR o•o, w E • COMPUTED POINT • ST. JAMES PLACE c_ ECM PHASE2 w�•- u)o k SITE DATA TABLE P/N.'9651-55-3936 =ow OWNER:D.R.HORTON, INC. N DB 1675, PG453 a� �o= PIN:9651-55-39 CITY OF SANFORD _J F O CORPORATE MAILING ADDRESS:2000 AERIAL \ JONESBORO OF TOWNSHIP CENTER PARKWAY,MORRISVILLE,NC,27560 Q 0 c SITE ADDRESS:0 ST JAMES WAY LEE COUNTY,NORTH CAROLINA NCBELS:P-1132 U CO o o, NUMBER OF PROPOSED LOTS:54 \ 1., 4130 PARKLAKE AVENUE,SUITE Z(w FILE NO. .... R I/ _i MINIMUM LOT SIZE: 12,000 SF 130 F2ALEIGH,NORTH CAROUNA 60' NS211123IT' 27612 919.578.9000 Wo} 60' 30' 0' www.bohlerengineering.com J CD ZONING:R-12 ZLc2a MINIMUM SETBACKS: DATE zccix 1"=60' FRONT 30' Z a:0 REAR 20' •UPSTATE NEW YORK■BOSTON,MAN NEW YORK METRO',WARREN,NJ•PHI'ADELPH!NSOUTIERN NJ•LEHIGH VALLEY,PA■SOUTHEASTERN PA 04/24/2023 ■BALTIMOR£MD ■SOUTHERN MARYLAND■NORTHERN VIRGINIA■WASHINGTON,DC ■CENTRAL VIRGINIA■CHARLOTTE,NC■RALEIGH,NC IoSIDE 12' FIELD DATE CREW CHIEF DRAWN REVIEWED APPROVED SCALE DWG.NO. JIB =o a 03/20/2023 PW DET TET TET 1"=60' 2 OF 4 0Ww m�� 2C acoas slide BB, Shef 3 of Li FRAZI ER pR CAMERON DR 'SEE SHEET 1 FOR NOTES, -1IC'yFF �� CERTIFICATIONS,LINE& y�,`TQ (D\ CURVE TABLES' AREA TABLE3P'-NEW LOT AREA 843,707 SF/19.369 AC N/f ` R/W DEDICATION AREA 150,302 SF/ 3.450 AC\ ALEXANDER✓. ALVARADO P/N: 9651-46-9295 /RF • TOTAL SITE AREA 994,009 SF/22.819 AC W t m , DB 1614, PG 177 R � z 0 \ \ LOT 69 , L4 6> o c PB 2019, PG 54 , `♦ �j N o ♦ �Z 73 \\\ cr r �,, °�gti1 ,/ S39°14'26"E �Vo } 13 c... ...,0 \ -o �� 145.10'(TOTAL) ,' • MA^'N sr 2 G ' / A \;)t..,%'''' N/F -' C-, / / ♦ v'- R4NDALL & IHERESA `ra�'�G IRF <', // / ♦` H TR0KEE UPCHURCH \---. �-��� • \ 17,991 SF ,/ 00�/ `♦ • ?j P/N. 9651-46-8103 , ♦♦ OR A / ) 'j9, DB 1448, PG 761 "`L3 `. 0.413AC / // • LOT 39 &• 39A /PF• . ,' ,��' / , Qj PB 2016, PG 116 `. ,/ /1. / © , ,/ �`� ?1' 2.2T �1'` C'? `.\ ,/ ON/ 12,675SF ,. VICINITY MAP N47°40'52"E • `../ ?' OR ,c • IRF , 0.19fAC / /'� p, NOT TO SCALE 205.62'(TOTAL) • ,pj ,k/ // SETBACK (TYPJ/ • C'1 �- ,O � ...\ ,413 i/ ® // /�`.\ �'12, ,z^`� AG.6' '1 • N\ r1 / 12,000SF p0 // �`.•4-/\ . REFERENCES: `rc.lib D. /� ♦.`� • �4› Cb 4 . �� ,/ OR i'`TOO ,' S52°44'29"E ` • Sj F6yl/ h);•, • • ti,,oG,Q� o C 0.276AC /:� i 212.34'(TOTAL) / '`' ,28"E • DB 571,PG 859 ti�`Fti�` '` � 40 �58' `.� S .PA. i D /' n 6g°A9 DB 598,PG 619 2 //,/ 14,4RSF 1/ 6°° ss?° 4l2•• \.`� i/0\ ' / / / `v♦\ • 9`• ,^ DB 1107,PG 627 ,� 0.333AC /' oi`O,^` �' F jS �� // ® `� - \` DB 1124,PG 718 IPF ' N52°16'23"W ,' ,moo°;/ ?9F ?63 00' f 12,800SF / c / 1 \\ DB 1146,PG 293 / / • OR / co O / 1 \ DB 1197,PG 460 • 20.09 /// ^t�,/' ``� ?4`986+, (rCT C`�\ 0.294AC�/ ,. / i I ���'�, DB 1197,PG 464 •IRF .\ / �O,/ 4© /� 9�/ • `\ // ��'/ ® 1 ® \off DB 1215,PG 161 `� / 11,997SF 6Q �i•,9 `� / h"3/' 14,693Sf 1 ""•I 15,,918SF `ex, DB 1448,PG 761 87 N\ �"'i OR / o,,^. 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PC 2016,SLIDE 116 8.11' *89, ``.v/ O, ' 12,191 SF , O _O 25.25' ,_ C28 PAS/LECOURT • / '-- ♦♦ PC 2019,SLIDE 54 �,/ OR ,' O� p��� \ ���- C1 50 PUBLIC R/GHT-OF-WAY ' • �\ a.26Ac,/ 006 '�� ���,�QotQ' �3 L28 ` • C4(TOTAL) • o `031 C14 `0� • / +./ /� \ / C29 `F • C30_ -A ,,-\ \\ 8.11' 87 B N� Oti / NEW VARIABLE \ \ ?, �01 .`�JG O / // /r 1 ORANGE cti l i` \\\N \\\ f7,091SF \`�� Q, J0 / I / C1'3''-----11 Ir- ` / % \� \ OR • • .Lr s?�,\A�O '`+`O� / 16OSF / / II li EASEMENT 11 it 4 \;j \\\ 0.392AC S 9T O / /O / 4© l I ® I I © \cam \ / • F� cy / OR l"? / 1 II 4 I I 23,669SF \�` \ ,/ S �6' /// 0.372AC i^ // 21, SF I 'I 32,502SF 11 It OR \\\�� \\\ �,, �[ II OR / / 2 • <\ / / 0.502AC I lj 0.746AC I I1 0.543AC \\ \\ // �F s `. I, / �I Si, 1N 1 SETBACK (TYP) \ \\ ,/ ►`L / y/ti +�ryN. + +,,++,, / l o n7 \ e S °A, ° • •J // S52°44'29"E II SO4 22 27"W III li m i j / K °Q�`° y•: ' ?9�9 • <` 395.78'(TOTAL) i i I 244.48 �► %N 11 /'/ • spa < ' �C LEGEND II lI 1� 1 N/F _ L-3 2 °o / r `. I II 1`J'- ► N?LLLW & SHERRY JOHNSON u" S .` II 1 1 1 /' PIN.• 9651-55-6753 SUR - °°�O o LINE SURVEYED Q�.7' `♦. I I 11 // DB 1001, PG 996 �% °'° °•°•° �P ��\ a LINE NOT SURVEYED • �`. Il NEW 20'PRNATE I I ,i 'II) �� OB 1215, PG 161 '/',,��/I S E.° +�.0 ♦ 'r�+i+++++ z `` I i DRAINAGE I ,/ ,\h'`- O/\P SEE NOTE/9 0E ,*•�,*,� EXISTING WETLAND `� EASEMENT I 1 ' oZ Li. 4[] ECM EXISTING CONCRETE 1°�O°, I ll 11 1,,'�/ �O+♦O�� zu MONUMENT I`. 1 / =Q 0 IPF IRON PIPE FOUND • `. 1 "`� N/f 1 w 0x a, IRF IRON REBAR FOUND W1LLL4M SHERRY JOHNSON `�`` /� °O`�� PIN: 9651-55-8654 1- 0 IRON PIPE SET \.`�` /'/ •5�/ DB 1215, PG 161 MAJOR SUBDIVISION FINAL PLAT LUJov ` • COMPUTED POINT ` / FOR ww� 9 1� ST. JAMES PLACE w 2 u w SITE DATA TABLE PHASE2 ok_ • 1-o u 60' /S�q OWNER:D.R.HORTON,INC. PIN..9651-55-3936 936 0 o F 60' 30' 0' c y<i CORPORATEPIN: 3MAILING ADDRESS:2000 AERIAL DB 1675, PG 453 i c l `tiF CENTER PARKWAY,MORRISVILLE,NC,27560 CITY OF SANFORD J z-- 1"=60' 2* SITE ADDRESS:0 ST JAMES WAY JONESBORO TOWNSHIP Q 0-. LEE COUNTY,NORTH CAROLINA OS' o NUMBER OF PROPOSED LOTS:54 NCBELS:P-1132 c, z w L MINIMUM LOT SIZE: 12,000 SF 4130 PARKLAKE AVENUE,SUITE F- FILE NO. 130 RALEIGH,NORTH CAROLINA wo J ZONING:R-1213 0 27612 919.578.9000 'alMINIMUM SETBACKS: NS211123 Z D I ® www.bohlerengineering.com 0 L FRONT 30' DATE ZREAR 20' W 0 C •UPSTATE NEW YORK•SOSTON,MA•NEW YORK METRO•WARREN,NJ•PHILADELPH WSOUTHERN NM LEHIGH VALLEY,PA■SOUTHEASTERN PA wZ WowG SIDE 12' 04/24/2023 •BALTIMORE,MD ■SOUTHERN MARYLAND■NORTHERN VIRGINIA■WASHINGTON,DC ■CENTRAL VIRGINIA■CHARLOTTE,NC■RALEIGH,NC air Jam FIELD DATE CREW CHIEF DRAWN REVIEWED APPROVED SCALE DWG.NO. w OWW 03/20/2023 PW DET I TET TET 1"=60' I 3 of 4 PC goas Slide egiheet-14 oF 4 N/F / ' FRgZIER OR ` , JAMES\ 9651 REED / \ EXISTING 15'PUBLIC SANITARY CAMERON DR P/N. 9651-56-3783 *SEE SHEET 1 FOR NOTES, %DB 1500, PG 131/ \ SEWER EASEMENT CERTIFICATIONS,LINE& PB PG 210 \\ PC 2007, PG 210 nm \ i • /RF \ N. PC 2005, PG 128 CURVE TABLES* N/F �`� ANDREA PAGEv\20,0\z PB1B, PG78cn3P/N. 9651-56-36376 PB 18, PG 82 (ill 4OB1124, PG718 ,� 37y. o MES P\- \ LOT 31 ' PB 200� Pc 210 '' \�.` • w E s ,' `.� N/F \ i ,' 1 S'S3, EWT 70 LLC oN/F ' I 'vg, P/N.• 9651-56-8811 W SITEWLLOWR/OGE H0M£OWNERS ` ' I n O,gs z x °h 1� �' 1 1 F DB 1544, PG 225 z; m ASSOCIAnON INC /�0`ti �O• ' 1 / `� 3 LOT 1 z P/N. 9651-56-4796 �/ '` /' 1 1 \`. 8`'' PB 2011, PG 85 EXISnNG ? D lot DB 17RACT 3 107, PG 627 �/ 11 11 ``. 2?6E�Or WET/ANO / :) o • ► 1 `. S '9 (SEE NOTE 10 7 13 PB 2006, PG 231 IPF �� ++«++ « + + +1 I `. 4�' l� + ++#`+ + { ) La'/SnNG a N39°11'34"W 4 ,+ . + + + ++ P++ ++ i # #++++++++++++++++ STREAM / \ �.-+ + + + + + + + i + + + + + + CENTERLINE z /F 39.96' • a ,: + + + i + + (SEE NOTE{10) 1y RE7/IG4LDON& LlG4Z /RF � + + 1 1.� + + + + + + + + + +#+ + + qN w P/N: 9651-56-2593 �\ / + + + + I + .+ + + + + + i++ + « + + * / _ P ++ + + + +I • +I r + +++++ + # # +++ + a + + + •++ \ ~ \ DB 155� PC 69 �p'� 06D6 + ± = • '`�r + LOT 88 ' + r # # «+t'+ . + + + + + + + + i + + + + + + + PB 2019, PG 54 10.• /'�/ IX/SnNG j iI TING `. ri I _j_ K._ H tR�KEE ' STREAM 22.3� -- \ �4 ‹\ WETLAND BB I 4v i ® CENTERLINE 1 ---7/—°gbh \(SEF NOTE{10) 26701 SF i 31,416SF ~- — I S.>. g0 �, \ 4 \• \ OR 1 ^► OR (SEE NOTE{10) ^� J \-$51 -y¢J, Oo� ,/ \\ cS6;, 0 1 M 1 0.721AC ��� ,i' 11.16 `,, 76' /RF ` I/ICIN/TYMAP ".... �oc� �i 01• / \ S\ I ^I �15 EXlS11NG 15'PUBLIC J�J/cti 13 ���Z IRF /'�/ © \\\ \\\ ---�1 21 cv 1 /'1'Q��3 �' ``�� •• • DB 119 PGUTILITY E464 NT NOT TO SCALE �o o -y < \ ` - "E NEW 30'PUBLIC 14.98' .L • \ 15,241 SF \ c'O\ o�09 PB 18, PG 82 W `\ OR \. -3 �`. .�a62� .<4' EASEMENT SANffARY EWfR ,'�\as'r\'k o \ 0.350AC ` `\ / `�8 Si, \ ` `fJ' \` NEW ) C16 C �' PRIVATE DRAINAGE ' /`\ 3' d3 \ d• o rrdy�`�o\ VARG4BLE W/DIH • C1 i T8 v �.'' EASEMENT �/ ��h ' `.`` :1�� \ s fo\\ PUBLIC (TOTAL) Ovo ® '/ '� a9 N/F moo° �z� s \ h25snsF ,' ; N/F /RF • �cDRA/NACE EASIEMENT V �Gs C21� SETBACK (TYP) 0.5B9AC ,' LLC �OR , / �/ j1 �� (07q \ PIN: 9 INVESTORS 6650584 • \ P/N. 9651- �346 ��. J ; ,` ��P N t _ ' , l I •� l/ \ DB 1673, PG 934 DB 1687, \v �v __ , / SETBACK (TYP) 1 I . 7 LOT 76 6 • Cj ^' __S_ET • ' 1 III • 4 LOT 2 N PB 2019, PG 54 Oro ,� cP0 l� lS 15.03 CO��\G�� • _J,' �Oph• �\ % .\\`SOO' \ \ PB 2011, PG 85 �60 �`� �� L32 • � __ S83°10'03"E 175.16' • S ' \ ► I \ —ExrsnNC N-I "� ,/ .\ 42.15' 8.45' . Q� Vti i ---------- • /'\ \` ® i i y\ °p� 'ys50 i \ ti\ 18,4o2SF WETLAND s SC C� �� / / st 24.85' \ \�' �. o_ 8.45' • 7 -' cow \ \ i i 15,9443E (SEE NOTE{10) OR `T'' \1� //' ® `\` •0l� • p�P / /,' ,\� Op`? ,' \\ `''u;\\ OR �0',1 0.366AC 10.3 ' •\ TOP OF BANK �/ 1525BSF 5�, 9.9T �� •• �,11• C <\ ® �, Op,. �/ \\ ' \\ 0.422AC I 1 j OF BRANCH / / OR / 'cQ .. 13,025SF , .� / \ \ I I NEW 20 PUP / ,'/ 0.350AC ,'� 2 •0 --L31 tS�' . 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' 9j, 7S• . , v / + + + S a-cs' �' OR ,' S?, �S CA5 �+� / + + + + i �} • 34.42' E •� \�/ ,'� 0.3f3AC ,'� /.\ QO AGE A3 �6, �\ 0.361AC /' hh • / 76° 8' `. // • • �1 ,' N50°49'35"E i}+«++ + / S39°14'26"E ��o /'P\--• �,' ``\ ° ��+-y2'ti �O��'s `\ • �' �'/ cc ``\ / • 171.90' + /NEW / ECM 145.10'(TOTAL) • c SETBACK (TYP) /;�1 \ -20 (<• -9' •• `. /' • ' ssr . s_ Co • ` i VARIABLE W/DIN • `� /;+�'\ ,/ `. 5� LL `. /' \`. ® `�O' �`i co `r OI,9l - C42\ f _• - 0Z PRIVATE DRAINAGE S� `\ ,/p�'•h /,/ 79 `• • `O•‘•*- '9� O `\,' `. 12,476SF /�O, �yo/G \�` �1 EASEMEM dam, \ �/ ° , O cs 9 u's �O /' •, `. OR 9l� `, b ® /�. N ./' OR /'o,'\ C / `�;p `. �\ C47 • -' • \. OR ,/ rp`l,' 30.07 35.30 REFERENCES: • <j /' 0.2B9AC /'Dh' '�\ /' S9 •`21 `. t `. ' k` -4, / / /,' \ /I cp OC . .�� . ' `-; r---- 0.602AC , DB 571,PG 859 • <`� / '�'"� ,/ `•\ Cu?� 9l/ .`�\ 13,835SF `.\768 ,.`. /'/'5 9� • C7(TOTAL) S88°34'07"E ,`� js�.\ /'' DB 598,PG 99 �••?, ,/;�h /i, �Sr'y •`` oR `\8� , C48 65.37'(TOTAL) ���� 76F ' / DB 1001,PG 996 1 `� ,/cj /' B0 `. O) �..318AC .\ `..,/ /A \\ C5 O \\O, `� DB 1107,PG 627 `. / /' • i . "� h P • / \ • aI ✓ / 15,669SF `. • \` NEW .` �,4`�40' `O� `fl • • // \\ DB1124,PG718 4Y DB 1146,PG 293 S8, /'� OR ``\ • sVj° 70 VARIABLE WIDTH `, hS\ • C39 C ® /^.\ • DB 1197,PG 460 • `.. 0.360AC S�1 6?� PUBLIC DRAINAGE 1.9'' • �\�� \,� C38 `.\ 12,033SF �/' / DB 1197,PG 464 IS.,,,„, .. ,��41, Cu'6, 6'F. EASEMENT / ,�P �,/ ,,�.\ OR , DB 1215,PG 161 • . •, °"� • '1'y,° 7 .v,• o� �D. �'• ,�- •��° `. 0.176AC ,' i. DB1448,PG761 . / O, . i y / h DB 1500,PG 131 0 " • `. /' �' `. ?76' 70' 0`l'O �� @ OF \` /' °� ������\ C ' �� S52 44 29 E s> ?y /I O �P `' / L , 212.34'(TOTAL) '`' ;2gE • `� 702 7� ql ,1 � G� ,0� / .` 12,097SF `�9s _' °°F.• ° S/o`° '/', DB 1544,PG 225 \ " / N. O). O ' . . 1 „ • / DB 1553,PG 6968°D,9 \ . p �7' / ♦ ,•pp 00 �n\ N. OR . S = ti°°; 9 %, DB 1583,PG 119 N \ ® ` 6' 10.88' ` G Q DB 1614,PG 177 • bb"3� \\\ `\ ` �07. 10.00' • ACPO /' \ •'`0.27BAC �/ •17,15BSFowDB1620,PG840 \ OR \` � 14.83' � O /' `.` .` ,/ _ fil9 ,:t. :.: :71 DB 1630,PG 321 \ 0.394AC ` 10.28' 0 Q •• // / 5 \�o� ```• //' ,° , y w PB 18 PG 78 \\ NEW. I "� ( �' . Op SEE NOTE{9 S V� ° o- PB 18,PG 82 O�°\\ VARIABLE WIDTH '. °' ..�0 �Q�\ ��" <`. 12,©F �`7` .\ / 0I)`. O°•° UR Cb o AREA TABLE O _��r / • p 6+ % ° .......°° P J u PC 2005,PG 128 0`\ PUBLIC ORA/NAGS �/ a'\`' '. � ^ `. OR `9' '',,'�q S E•��\`` a , ''+\ EASEMENT,/ +.o'i 0`ti '� O ` ` N/F ' `` z c PC 2007,SLIDE 171 NEW LOT AREA 843,707 SF/19.369 AC \ ,/ 4b� 10• / `\0' `�0.277AC . WILIAM & SHERRY JOHNSON "' re LL PC 2007,SLIDE 210 R/W DEDICATION AREA 150,302 SF/ 3.450 AC \ NEW 1OX70'' •/ • 1' / NEW VARIABLE 'Sy, ,' > • / P1N.9651-55-8654 Cu, PC 2016,SLIDE 116 crc9\SIGHT DISTANCE 24.67' ` / _ PC 2019,SLIDE 54 \ / • WIDTH PUBLIC `�O� \`. �/ DB 1215, PG 161 F<- TOTAL SITE AREA 994,009 SF/22.819 AC a\TR/ANGLE(TYP) 3.80' DRAINAGE & O z t \' \> C12 0� 4 UT7LITY \`7 '`. // O I, O�O� P�� 0,' EASEMENT ® .>O. .\,' 10 / W C Gr G p'< /\� `\ /2, N. 068SF N. • •�M�TCHLlNE �`� ��� '�/ \s��° 0.2 OR •• MAJOR SUBDIVISION FINAL PLAT Cigi LEGEND • SEESHEE3 • • •\•QO N >"6' /'� ` F �` /' �Pv WILLIAM& SHERRY✓OHNSON FOR w E. SITE DATA TABLE c SETBACK (TYP) `. 7'r `. / 00 `O W Lull LINE SURVEYED • \, t \\ / 10 P/N. 9651-55-6753 ST. JAM ES PLACE cn=_, \ 49 2' v h`l' 0B 1001, PG 996 W;u• _: OWNER:D.R.HORTON,INC. ` o- LINE NOT SURVEYED cSO`• 13,675SF `. •,`�'`o' I)• DB 1215, PG 161 PHASE2 �Oa PIN:9651-55-3936 I.9°\ OR ` I-� +«+++r+++++++ EXISTING WETLAND CORPORATE MAILING ADDRESS:2000 AERIAL Off`\ 0.3f4AC /� •�` , P/N. 9651-55-3936 =2.- + + + r + + CENTER PARKWAY,MORRISVILLE,NC,27560 -�+• / t` 0 cc I- ECM EXISTING CONCRETE SITE ADDRESS:0 ST JAMES WAY F\•\ �/' ,tiOrO +4j� DB 1675, PG 453 c MONUMENT 701\ / Gi ..1§3 CITY OF SANFORD J r 0 IPF IRON PIPE FOUND NUMBER OF PROPOSED LOTS:54 ONa'\ //' O,� C�� JONESBORO TOWNSHIP Q Z. MINIMUM LOT SIZE:12,000 SF LEE COUNTY,NORTH CAROLINA U o o O IRF IRON REBAR FOUND \`./'/ / NCBELS:P-1132 Z 4n 7 ZONING:R-12 4 Ei IT 0 IRON PIPE SET MINIMUM SETBACKS: 4130 PARKLAKE AVENUE,SUITE !LI p- FRONT 30' 30 RALEIGH,NORTH CAROLINA FILE NO.w J • COMPUTED POINT •• B 0 1 27612919.576.9000 Z�,Q REAR 20' NS211123 I D� SIDE 12' E R www.bohlerengineering.com it 60' 30' 0' 60' DATE Zcrc- w 0 c•' s*c, 04/24/2023 •UPSTATE NEW YORKE BOSTON.NAM NEW YORK METRa WARREN,NJ■PHILADELPHIAISCUTHERN NA LEHIGH VALLEY,PA■SOUTHEASTERN PA 11 Z C s,�, �A, •BALTIMORE,MD •SOUTHERN MARYLAND■NORTHERN VIRGINIA■WASHINGTON,DC ■CENTRAL VIRGINIA■CHARLOTTE,NC■RALEIGH,NC Jac 1"=60' F` =O- 0 FIELD DATE CREW CHIEF DRAWN REVIEWED APPROVED SCALE DWG.NO. m F p ` 03/20/2023 PW DET TET TET 1"=60' 4 OF 4