Loading...
HomeMy WebLinkAboutNCC214267_Site Plan or Location Map_20210729L a_ N N L C.� SITE DATA PROJECT: SOUTHERN ESTATES ENGINEER: TIMMONS GROUP 5410 TRINITY ROAD; SUITE 102 RALEIGH, NC 27607 PHONE: 919-532-3281 MIKE ZACCARDO, PE EMAIL: MIKE.ZACCARDO@TIMMONS.COM DEVELOPER: GARDEN STREET COMMUNITIES SOUTHEAST, LLC 149 US HWY 70 WEST GARNER, NC 27529 PHONE: 919-233-6747 ZACH DAUGHERTY EMAIL: ZDAUGHERTY@GARDENSTREETCOMMUNITIES.COM PROPERTY LOCATION: FIRE TOWER ROAD PINS: 9641-55-0952, 9641-45-5299 TOWNSHIP: JONESBORO ZONING: R-6 CONDITIONAL USE PROPOSED USE: SINGLE FAMILY RESIDENTIAL TOTAL TRACT AREA: 29.04 ACRES PRELIMINARY PLAN CITY OF SANFORD, LEE COUNTY, NORTH CAROLINA VICINITY MAP Sheet List Table Sheet Number Sheet Title CVR COVER SHEET 1.0 EXISTING CONDITIONS 2.0 OVERALL SITE PLAN 3.0 OVERALL UTILITY PLAN 3.1 OFF SITE UTILITY PLAN 4.0 OVERALL LANDSCAPING PLAN • Know what's below. call before you dig. E 0 U n vi 0 0 0 N E w U.9 = Z Q Z i: �Uj U a N LL C7 L Z J x LL- o �-I Ln >T Ln O� L ID F ri 0" Ln J W Ln 0 D 0 ry 0 w w U Q Z 0 0-1 0 N Ln l0 U wo z V) z w U J ►13 �13 z 0 a U U) w 0 z 0 U) F-I LLJ W w Q 0 DATE 0610112021 D RAW N BY 331 DESIGNED BY 331 CHECKED BY B. BLACKMON SCALE N/A Vl 0 LU Q o � U w W o = zur)rY z (n 11 O LU > W r O _ U U iY w o rO Vl w LL JOB NO 42304 L CONSTRUCTION DRAWING APPROVAL REQUIRED FOR DEVELOPMENT SHEET NO CVR a_ I d Adkg Jr / / / / / / , / / iNQ and wife Debra Adkins DB 1154, P 993 PIN9641-46-8912 / \ Michael Haigs Thomas ` \ e / — DB 1,271, PG 352 I \ // / ` / 9e�a `1Q E 321�/ / ' ' / / / / // / � / , / r ( ( — \ �4 / / , / / / / / / PIN 641E46-4797 \ / ✓ Pm V�6 1, g136 / / / , / / , Y / / , 1 0� �. 6A it - - - / / 1 SANDCOR, LLC \'\ '404.6 / Q \ DB 1328, PG 319 ( ) PlN 9641E46-2771 \, , f /°29' / l )) / / \ / \) \ I Nm� - I / 1( / / / \ It /l/ l/\ / �// J/ /l I 1\\ —_ _ __ \\ \ _�/_/ /lIl / I I / Ja / >/\V/ _—_ — _ l 1 I I I l ' l \ l /ASPHAL 40AD ENCROACHING \ I \\ I I ela 1 1 I 1 / ( / ' J' I l 1 J l UPON SUBJECT PROPERTY I / I \ \ \ SANDCOR•,LLC r� ) o / , + aoA 61 I I I I , r / I 1 / / c I c 10.°1�q I' I I \\ / \\��p \\ \//, / j \ DB 1328, PG 3 1 / — )a/N 9641-46-3517 X\ / ! � / / / .P�Cp d� to `�k��9 e\e� ,, �6 ro S�NDCOR, LLC � 1 ) 1 i � o r J ( �\ 4p.�) 1 1 \ � y r / � �• \ \\ � \ \ \ \ 1 / \ DB 1 8, PG 319 ) ( I 5 r ( l ,. + �a0 \o 10AIr P/N 96 1� 6-3466 < ' ! t 6 e+a e 3 1 / / \ \ \ \ \ I I h DBN�D2OR, LLC 319 0 1 \ 7 1 1 / ✓_ ( 1 Gr /acY� � / I 1 / / / \ \ \ \ I \ P/N 96411--446-4307 / \ \ 1 \ \ \ea D a\ I t I / / / / / \ \ \ �\ \ \ I \ \ \ \ \ \y \ \ \ V \ \ \ y \ \ \ \ \ \ \ s ; ee�a°6l 6/SZQ \ \ \ \ \ \\\ J \ \ \ 1 \ \ \ I I \ \ \ \ l \ \ ra as \ G g9 / / _ O \ \ \ \ \ a + l I \ \ \ J I\ e / t p, I I / I � / \ � � ` � \ ( \ � J � \ l \ ` I I r / r /) ! J r 5 P��/ � � �\ / / y\ / \ \ \ \ \ \ \ \ ^• / / \ 1 1 cc r QG39 \� 6,,�f r-b\�6 J\ \ \ \ I l� t N/f�\\\�g I / 1 Gary YIIL m Be.,, Donald / ) \ / �,. ) i ) Q ( I Ra owman, and Cathy \ } \ I \ \ / ! I ( / Y Y - - \ \ ESPLANADE �OAAMONI Tess Old } o (} \ \ I 11 / < / / / /! �ae \ Annette owman Williams \ I / \ DB PG 199 \ ' v I I / 1 ,, I t 3 : DLO lDA LLC \ t ` ) 1 0 ,t I \ \ \ DB \ L ( J i ( ( I /, /� \ \1 \� \ /�l e�\50 Vee �150 I /\ I _ _ - - % > 1 Do 1530, Pq 829 l 1 �� �/ / ( ( � a ra \,�6 PlN 9641-�4145 \ _ \ l / / ) J \ ) 5 A3 / \� \ Plll� 964!1-55-0952) a6 \ \ \ a / 1 )( � _ ' \ 118.274)Ad RE l 1 / )I )) \ r % ! J n Q\r` I - 1 �'. 1 ti t / I ( ! ) ( 1 1 r )) I ( / / ( / < f > \9C; o� 1036 I \ ) / I l 1 I > ac \o \Qp ky\ S32°0844"E Q \ I l f \ / \ 26.40' �4 \� 2 A \ \ ` 1 ) } I ` �) ! /,' �) %J r / Z ( ! ) / r ) / � 1\� Al // ' / / 1 I � 5a 6 00 1 ) \ \ ( (\ > I/ 1' (� 1 I ( r � o I Or\� 56 /11 / ) I ^\ � 1 y \ ,)" )r ){ � / � \ J rJ 1 / ( � J • �'�' /)) (/ IJ /' r / ^ \\ e a-� �- y �a 0l h e\aQGg66 \ l / / I P� 56k\56 DEED LINES PE / ( ) \ J ) ✓ ( / 1 / / I i / \ > J ! DB 555, PG 877 6 1 ) / I J ) 1 r l D855, PG532 I ) t l I I ) Q S I I 440 J ( ) / / ) / / i ) � ) � t CCO. .\{e et5 , 0o ✓ 1 I I lk 1 1 r \ / f / u _! or a o\ No \ \ ✓ \a / rJr(,1 ) l (( /` > l ) ! �-o ) < / \� � ee\` I I I I I � ,, ( 1 � 1 I ) / /' / r/ r J 11 lr � / / (J / J . I� r J J % rl � I ) j l ) ) ,� 1( •i ��\Q 9`�66ti / \ 1 \ \ � \ < I I 1 \ > ESPLANADE COMMUNITIES OF FLORIDA, LLCGato\��g\ R"\ � \ \ \ / ) ' L + HAS CONFIRMED THE PROPERTY LINES l I > I ! / I ) / l t l ) f J l ( ) \ / o \ 010 96 - Towana L. Person 4 ( / oI 1 ' I / ' / ! / ( ( 0 / ) / ) s / ( 1 1, \� \ WB 98 L. INN \ DESCRIBED IN DB 567, PG 199 OF THE } / 1 , l ) ( S �j y ( r r - / Q \ \ I I \ J ! J / ) > S / ! , l / r - / ) I r l r / / �I 1 / ( )I \ , It \ DB 333E-72 \ \ I S\ ADJOINERS PROPERTY, AND SHOWN HEREON. / / ( / , / J I 1 \ PIW641-55-7970 \ \ h�A 11 ! / l / 1 .f) ) ) < < ( I J l r \ D \ \ \ �'00 >) J I /! J <) / ! I ,/ / f J I r / Jr of / t / C ` I { / 1, ( ✓ J } / J , ! } ! / ' ( l J 1 ) 1 % I /f�1�\\ (1 )J J` / J>el < r I / S I I,.' J fl ! ) < _ 30' STREAM- gFER r () I ✓ y / < \ ` / / i \ n / ^' Cr o \ David R�key Key, Sr. \ \ \ \ / ( _ o- J / / � ) � / (/ t( ✓ L J J / < ( ( � / / / •� / / ( \ { l / 1 1 / � / ( ` / / t cfl \ Tggresa Aver Key \ � \ / j ! r ./ \ DIV 562, PG 130 \ 1�f I \ r / / ( l 1 '� .r J FAIN (g641-55-;647 \ \ \ \ \ / — . \ It ��a' t/ ✓/ / 'J 1(� /S I �J!/ ) \ '/i/,J/ ,J \\/ -�/, / JJlJ )/ 1// l/ r J t �) 11 )� l > t c !` / +r% 1 J� fJ- //( / t� I / / ! / ! ( I I c J /v J ) I N60°3321'� 224.98' \ / < / / G l r ( / / j/ // // ! / t u L ••( / / / P l r J \\� I p J / J / j p Lawton E. JNick15, Sr. / / land L da C. Mickle r 1� 0(27°4150'E / lKL D8�342,1NppG/TSF�UST / \ / / \ \ _ — v •� / i ✓ I I ) I / ✓ ( r / r l ^ / :` r ( / 21.28' / / 74 PIN 96 1-55-6595 /It /l /l I\ \ �� V v/ (° Il t\1)\(\ (\ \ I \I/ \I/f� r(f I J �l/ J /j / cj L��J /! y' / ' \ 1 \ 1\ v to r J ? ) 1 / 1 �XISJ'IN)� VE�LA�\l } — t� I, ' / / 1 j ( / /) / / t / / J { 1 0 ) Edward H. Honeycutt, Jr— \ 0 C „� I ) r J l ) \ t �) \ -• f / ( / I / / , / \( v and wife l \ r I \ �� \I/ \I// s\I/ f _ \ / ) ) � • Nell Parrish Honeycu/t ' l / \ I a3 02 ) \ DB 67, PG 245 \ / , Robert Wayne Pettus I \ r ) / / i' / \ v ( \ ) } ` a { J , ^' \ I / \ 60° ( ! PIN 9641-55-54.,✓8 LL 'o ti 1 (( \ \ 1\}il —1 \19 ) J ( 3g3. / / Clark L. Kershner -� P/N 96¢1-44-2926 I ! l \ /and his wife v r / J l / LaRue Kershner / ' \ O /� -� ^ \ 1 r ^ J \) ✓ f / \ \ DB 84, PG 474— � /(J � ; I / � J ) / ( � PIN9641-55-4432 I \ It / ' / / I `t r� J > ' / ! J f l / o ( C \) r \ 1 l ) / ) Sa tos I. Benitez — \ / , / ) / / ✓ ^ r r e / J / 1 ( l i < DB 9 B0. PG 444 1 \ — — — GRAVEL —) ( / / ( /! \I//. 1 J \. 1 I / V / / �RLVE <� P1N941-55-3325 / / r / / / N/F✓ ,t\A\ /o / _-f / / ) I c~ / ( // �/ f I\ / ( / / r T / v I � p� /" r u l Sa co V11/acoda J g ^ / / ✓ W .✓ J PLAN f r and wife \) / — —) I \ ol g0MMUk/TI,-S 9F / / / �' I " \I/ \I/ I / / �1'25 1 / / 7 MDR el G. PG co$a / / / / FL Q IDOL L / /` / t( �� J 1 �,60° 6� / ' \ P 9641E55-2228 I / , , Lama Gray Pettus / \ `D' 1(�G� �f / \ / f • 1021 /' Jo P/n A. L2fountain /P./N9641-J53256.E SPIN�647=�`5-5t?,49J ) �� y .. / ✓ / ar'wife \ / / t ) 6^E / ' / Shelia Lafoumain 0(90§� 9 -RE S ' \ l �1- 6° 11 � ,� ✓ � / / � / _ / DB 687, PG 226 N6 07 60 . ...528 PS'09 E / aim mnPenfdexter \ J1J9641-55-1206 �cr J �rolPoindexter ) pZ / ` _ � � ✓ �- ' J — / / PIN 9641E55-0201 5660 _ (,. / / / "� N ► ^ CNWI P.7�dexter \ — DB 981, PG 484' -PIN-9644-45-8163 \O \ \ -�l'idand uernie Pettus Revocable Living Trust March 2008 PIN9 a 45-7Db6 \ Robert Wayne Pettus N9641-44-2926 / 'DB 981 PG 478— SCALE 1 "=100' 0 100, 200' LEGEND NOTES M 0 0 Q z PROPERTY LINE ADJACENT PROPERTY LINE EXISTING WETLANDS STREAM BUFFER 1. BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP DATED MARCH 29, 2019. 2. TOPOGRAPHIC INFORMATION TAKEN FROM FIELD SURVEY DATA TAKEN BY TIMMONS GROUP DATED NOVEMBER 2019 AND FROM LEE COUNTY GIS. 3. ENVIRONMENTAL INFORMATION TAKEN BY TIMMONS GROUP DATED NOVEMBER 2019. 4. THE SUBJECT PROPERTY LIES IN ZONE X, NOT A SPECIAL FLOOD HAZARD AREA PER FIRM 370331, PANEL 9641J, EFFECTIVE DATE 09/06/2006. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C8 3961.66 124.01 62.01 1'47'36" N21'58'15"W 124.00 C10 3959.71 407.37 203.87 5'53'40" S18'07'35"E 407.19 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF SANFORD AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. O U n vi o C O n E N w U 9 Z Q Z i: LU U a N 1.4 LL —� a LL N � C",M 0 a2 -'0 C7 1�4 -1 Z LU ON J x M w Ln LID ~ 0 o O" Ln ON J w H z O a_ tY U U) w 0 z O U) w CY w Q 0 DATE 0610112021 D RAW N BY 331 DESIGNED BY 331 CHECKED BY B. BLACKMON SCALE 1=100' N Q Ln z i U W < (n z O Q 0 p Oz LU C) LU W o z O z Jz�U a oC LL(Dz ° W z J i--i O = U Q ~ � U LUX 2 pow "r, LU O z LL 30B NO. 42304 SHEET NO. 1.0 `o v - f O U) v C C a) c O v Q� a) � •L 0 3 a) v1 O Q) a 3 x C N a) a a) �0 0 o � aa) Jr L a) 0) -Q_ 0�C T C 0 0 E U U i c � o C a- O =) U O 1 0� 0 U) O Z O 0 0-0 >, C �o O U 0 O a� a) C o U O O a) Q) s E L v O C co c v �-0 :� U O to -v v -0 U v � U j CO O v (n -v o c � v 3 O a) C ul v O a� v a) a EO N T L \ 1 / JerryAdkins, Jr / \ and wifeDebra Adkins \ DB 1154, PG 993 \ ` \ "° SITE DATA P1N9641-46-8912 �/ alert/ 329 \ ej log, 31EPG 9136 3 / Michael Haigs Thomas B1328,SANDCOR, 31 DB 9641, PG 352 DB 132$ PG319 P1N9641-46-4797 / / \ \ \\\\ 26 PIN 9641-46-2771 1530' \ TZ \ / \\ \\ 2] \ 0.18 AC / 0.20 AC \\ \ 7,950 SF 81615 SF 8,760 SF \ g9 \ 0.24 AC \ \ \ 10,629 SF \ \ 61 I \ 0.20 AC \ \ \ g \ \\ 8,607SF a3 g$aag \ \ \ 50 \ 6 \ rno \\ 7y/ / \ e �G Q A 663 / \ SANDCOR, LLC A //^o \ / ��� \ aso gg y6 \ DB 1328, PG319 \„/ // ^�' 10 STOP SI N ai ' z5 \\ Gag196p1' 1 P1N9641-46-3517 ` </ 31 \ \ \3s FL 0.18 AC 0.15 AC / /� 7,816 SF \ 61614 SF / /. / . \ / �4 \ g\o \ / \ 0.17 AC // V`IJSo\-' ad� g\o 5R,g3 \ \ 0.15 AC / 7,373 SF i/ /^ a / 6,608 SF SANDCOR, LLC /' Sp, O �o, �/ 23 \ \\ \ G 1 / DB 1328, PG 319 33 ,p OS s / 2050 SF �� 7,562SF / //\ ap �1\ /' OQ \ 0.17 AC PIN 9641-46-3466 0.15 AC \ / 6,601 SF// // cj .50AC �, 23 jam/ \ JCdV0tG96Qg9 ^,0 \ 34 22 \\ e / / \ 0.15AC / ao� \ - ' 0.18AC \ / del �'o\ 6,592SF // / 8,013SF ��> .�e� \ /l / s\' \e e de / SANDCOR, LLC 0DB 1328, PG 319 PIN9641-46-4307 \eQ\C3 03C g\P 96k 7258 SF 0.199 AC \� / 6' 8,098SF Gra / 0.21 AC g\egg�°' N 9,200 SF \ 37 / s \ ` , s 3$ 0.19 AC 1 p\a+1\e da L� 0.29 AC 0.21 AC 8,072 SF G a\\e�\�d P\e+a6�3y1 7i \ 12,445 SF �° / 9,213 SF I 1 I G --r ----1 -- - \e06340 \ --� � \ \ �/ /r----�137- --- I �/ P\� \oJy \ / / / SCALE 1 n_ =80 sD «O Z 0.19 AC I ro e0 '6Q y6'A 0.21 AC / NIM 8,089SF I Ga\Q�396R\ / ` / 0 80' 160' 11 .( I Gary William Bowman, Donald Q J I Q Ray Bowman, and Cathy //\�� / °j",j Annette Bowman Williams DB 557, PG 199 DB 75, PG 396 g / r - = 0. "\e PIN 9641-46-4145 ^� / / \ \\ 40 / 6O 1 aQ0 R\y°' 8,777 SF.2U AU r / 0.20 AC / '(O�Qg�90R\h6 41 0.18 AC 30' STREAM 0 7e�\aa\ > ,681 SF / 1\e a\ \ ./ �� ,7 \ \ / ossSF - _ - BUFFER Qooad�o,gC \� 0.18 AC \ \ / 0.20 AC 0 A` \tit , h / OPEN SPACE DATA 7,771 SF \\ \ Np _ 8,615 SF / \ A HOMEOWNER'S ASSOCIATION (HOA) WILL OWN AND MAINTAIN ALL OPEN SPACE PARCELS AND WILL BE RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING REQUIRED BY CITY OF SANFORD UNITED DEVELOPMENT ORDINANCE (UDO). 1 USPS NOTE CLUSTER MAILBOXES TO BE LOCATED WITHIN NEIGHBORHOOD OPEN SPACE AREA. KIOSK LOCATION APPROVED BY USPS, JULY 3, 2019. IF TEMPORARY LOCATIONS ARE REQUIRED, APPROVAL OF LOCATIONS SHALL BE RECEIVED FROM USPS. 50' RIGHT OF WAY i DEVELOPER: ZACH DAUGHERTY TOTAL EXISTING TRACT ACREAGE = 29.04 acres GARDEN STREET COMMUNITIES SOUTHEAST, LLC ZONING = R-6 149 US HWY 70 WEST LAND USE = SINGLE FAMILY RESIDENTIAL GARNER, NC 27529 PROPOSED NUMBER OF LOTS = 89 ENGINEER: MAXIMUM DENSITY = 7.00 du/a TIMMONS GROUP PROPOSED DENSITY = 3.00 du/a MIKE ZACARRDO, PE 5410 TRINITY ROAD, STE. 102 MINIMUM REQUIRED LOT WIDTH = 60 feet RALEIGH, NC 27607 MINIMUM LOT WIDTH PROVIDED = 60 feet PHONE: 919-532-3281 MINIMUM ALLOWABLE LOT SIZE = 6,000 sq.ft. MINIMUM LOT SIZE PROVIDED = 6,000 sq.ft. OWNER OF RECORD: AVERAGE LOT SIZE = 8,386 sq.ft. ESPLANADE COMMUNITIES OF FLORIDA, LLC 3000 GULF BREEZE PKWY PROVIDED OPEN SPACE AREA= 5.56 acres (19.1%) GULF BREEZE, FL 32563 PIN #s = 9641-55-0952, 9641-45-5299 DB = 1530, PG = 829 FIRM MAP# = 3720064200J 10' PERIMETER BUFFER O ' \ e\� _J PUMP • ' \\�\ 0.18AC \ \ \ PERIMETER STATIOFi ---____ ~/> l / � -__ e\ad a`1 y , az ,6 I / Qaa a�`\aPG01o6y \ \� v ao v FENCE y /� / e y _ 44 \\ \ \ \ 0.19 AC \" ° / \ 75 e rn \ \\\\ 0.19 AC \ \\\ o /' e�' \\ \ 8,179 SF __-= /''74 \ <\ 0.25 AC 10,695SF 0 22 AC / / \ \\ // 9,374 SF \\ 5$ \ , 1 O I /' - 65' 127 A . _ ,5 I 0.22 AC \ \ 0.24 AC 1 �' I s�' I �j �/ �� 48 0.24 AC \ F\e a dig QGy69 9,597 SF / 8, \ 10,438 SF I 0.19 AC I \\ e \ 10,351 SF 8,372 SF / a \ /\\ 6�120'_--- OPEN SPACE OS 1 7,154SF 0.16AC OS 2 2,000 SF 0.05 AC OS 3 86,578 SF 1.99 AC OS4 3,124SF 0.07AC OS 5 108,886 SF 2.50 AC OS 6 21,647 SF 0.50 AC OS 7 12,917 SF 0.30 AC TOTAL 242,306 SF 5.56 AC \ / 0.15 AC / R45.5 / \ \L / \ . o.zz AC � 57 / l ,too, -1 � / \ 9,694SF / , ,�. 0.21 AC / �� 6,696SF00 8,972SF/ / s� 14 j / \�- 0.144AAC a .:� 0.19 AC 1 V/ l l 6,�� �, ,v / Pn s3'I 77 / \\ \011 / 6A'r. 8,375 SF 1 l ��\� t \ a g 6 \ Towana L. Person \,�>8, / c-o :�`6000SF �°'' �`\ j \j / ]2 ; ���56F ; !/ H, \\� Go�9� STREET TABLE m > / t /`i l o n\ WB 98-E-195 / 0 25 AC r / / % \tea I Q l / / / 0 23 AC DB 333-272 56 \�\ toq'� ��� \��` l 0.16 AC PIN9641-55-7970 10,808SF ^'� --6,918 SF,- / �� / / 10,151 SF / ^ 8,498 SF \ 0.20 AC\/ a� 6 O ry \ \ / 922�� 111 SF 0.16 AC 78 7,148SF / 66 / ]7 �� 0.18AC �\ \ \ / �1os\ �� / 0.16 AC �t2p,_ 7,714�5'1` / I 10,253SF 66' m� 55 �\\ \/ a� j ��� ;r '..,,,.: �� / ` �\\\\\ 026SF°° 49 �\ $2 \\\ / 0 10'X70' SITE \ 8,554 SF / \ 0.15 AC / �719,� 79 / \ 0.26 AC \ \ I ss' 11,161 SF \ ,�, �� 1 / \ 3,518SF / �� 0.15AC / m \ DISTANCE TRIANGLE �- 49 �\ 4p'� / / 6,600 SF ' 5 ,0 0.26 AC4 TYP. \ \ 11,493SF 54 \'2\ / 0.18AC OS 1 113' / .,;' '•`0.19 AC / / 6z / /ss: v__?7,869 SF 7 A OS 4 I A n: v /� / r 12 O �i 3,124 SF \ \1\II�L'j 7,154SF /' 8,411 SF / / 7 \ / \ \ // t`a, �� / / 0.16 AC / / 64t 007AC 5 5' 5' 22' 5' 5' 1. w Y PAVEMENT LU Y 12' 1 12' TRAVEL LANE TRAVEL LANE 1 /4"/FT. 1 /4"/FT. 1 /4"/FT. 1 /4"/FT. SLOPE 2:1 MAX LOPE 2:1 MAX / SHOULDE g�ABC 2 1/2- SF-9.5A SHOULDER / 30" VALLEY CURB 30" VALLEY CURB TYPICAL CROSS SECTION / L a- Y v U T / Robe DI / P/N O a- rn 3 W I / O N U I ' O N y / a- +J / N L c� / N v (n W I c a) L O J) I O N r7 / (n Know what's below. Call before you dig 0.16 AC �� �`� ti \7s7.. / ,\ 6,953 SF 0.18 AC / \\ vim',:, o $0 \ 64/ 3 \ o David Rickey Key, Sr. M M 0 Q Z LENGTH 4UU Lr 862 LF 702 LF 568 LF 303 LF 231 LF 290 LF 4,677 LF �� 7,623SF b 1 ST0\ 7' �\ \\ / � / /'��\� �` � , � � /�h �;,, 43, a3' � 0.24 AC \ / 4�:` / 0.41 AC \ and wife ., .ta ..�� ' \ 10,672SF � p / 17,988SF \ Teresa Avery Key s,' STOP / 3B \ OB562, PG 130 \ [_ \ \` / � .. ' �,;n6 \ \ P1N9641-55-8647 PHASE TABLE STOP 53 j / 63 t 6 / \\... SIGN \SIGN 0.25 AC / / \ / 9a' 2'f e � $ \\�� ��� \ 7 / \ \ 11,090 SF J ��\ 7,388 SF s }' 0.15 0.22 AC OO\� .,,1. O \\�'so\ ,/ i o , � � \ PHASE 1 64 LOTS \ / 6,660 SF 6 \ �\ / O ,$/ 2/' ' \ °o/.\ e ��•t2>\��` \toS\ ; // 0.18 AC �`� _----_ O.:y:.. \\ \ 9,645SF \\\\ . �,°� PHASE2 25LOTS O 2,000 SF /' \ \\ //'�/ \ o• \ L 7,899 SF �< W V/ 0.os�ci' . �/ �/ \ \ s' \ / \ \ 85 - S2 \\ \\ 10 / /��� \ - / 56' \ \ 0.16 AC 0.19AC \ O \ O _ .sg,,,� � \\> / 0.14AC \ \ _ SIGN 8,212SF / \ m 6,298SF / _ -- §2v� \ \ 6,000 SF // \ 0.20 AC N to l I - \ \ 86 EASEMENT,-' ..'v 8,916sF vs-, [ / 68 �� 1 0 v v vv v v� \ \IA SETBACKS TABLE r '' o ^// \ o•� � \ � l W/ / 0.16 AC $$ 1 I 7 \\\3 0.16 AC \ \1/ 6SF Lawton Sr./ - _ 7,125SF I 0.21 AC N 689 3 _ \ O 0.21 AC 1 9,125SF \\�\\ '' n ^� \ �� \ 9,041 SF n a fickle s I I FRONT YARD 20' 8,SF �O 6,000 SF / 4 s \I/ ( \� ° Linda 938 C. Mickle `y s 60 �' i N I ° MICKLE LIVING TRUST SIDE YARD = 5 / / / o• / / / (� _ - _� _ _ 1 Aq / DB 1342, PG 874 O __ /' PIN9641-55-6595 0.18 AC $ 11 i \ REAR YARD = 20 7,697SF in' h IS 0.22 AC p$ / CORNER YARD = 12' 9,590 SF / \ \\ 0.23 AC / s i,. �/ ss•�_` % \\ 9,677 SF / 10 _ \ 108"100SF [ �3 / ��_` N 10\: I / `\ Edward H. Honeycutt, Jr. \\ / �10� l l I and wife Nell Parrish Honeycutt 0.24 AC m m\ / „� 6' / / Iss DB67, PG245 / 10,669 SF \ \ / / v O / / I \ PIN 9641-55-5458 Pettus ' / /' / i 0.15 A / / 135 / j /^\', 45 r ; �� 6,555 S �/� % 0t88 c\ R45.5'Clark L. Kershner1-2926 / / '".,'. V/ V// 1QSF /, and his wife \ LaRue Kershner STOP r /,�22/i/ DB84, PG474 6 0.17AC \s�(;N / 8\ \ / / \\ i////' PIN9641-55-4432 /\ 7,538 SF 0.155 AC 635 SF 6 73: ` �\ ,/ \�/ / \ 0.17 AC \ / \ \ Q Santos /. Benitez \ R� \ �-A 7,300 SFfDB 1280, PG 444 0.288 AC /�\\\ I PIN 9641-55-3325 / w \J \ 12,322 SF • I � Miguel Sayco Villacoda DERIMETER BUFFER _ __ _ I / \tr and wife \ / \ Marcel G. VillacoRa R45' I / / DB 1328, PG850 PIN 9641-55-2228 Lanelia Gray Pettus \ O \\ John A. Lafountain P/N 9641-45-3256 LEGEND \ !/ and wife / 0.23 AC \ Shelia L 91952 SF ��� ` DB 687,PG 2261 n / \ PIN9641-55-1206 PROPERTY LINE ,� Jimmy Poindexter / PROPOSED RIGHT OF WAY taro Po dexter ` / - - PROPOSED LOT LINE DB 1037, PG 313 \ - - - - - - BUILDING SETBACK ` 1 P/N9641-55-0201 / - - SIGHT TRIANGLE UTILITY EASEMENT PHASE LINE David and Vernie Pettus Revocable Living Trust March 2008 DB 1231, PG 636 PIN 9641-45-7006 Carol P. Poindexter DB 981, PG 484 PIN 9641-45-8163 SIDEWALK OPEN SPACE \ EXISTING WETLANDS STREAM BUFFER ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF SANFORD AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. 0 U O O 6 O r\ E N W U.9 Z Q Z LU U rY N 0 d LL _-1 CO Z O w0orn a 2 - 6 U a, O, a z _j x U to � W 0 0 t] ; Z c„ O\ O L V) O Go C� W LU Lnrn J LU H \n rY Z) O C7 Z) O H 0 W W W U 0 Z O DATE 0610112021 O DRAWN BY 331 DESIGNED BY 331 CHECKED BY B. BLACKMON SCALE 1"=80' N Q Ln z Cn O U W U o ~ � z z Q o Q LU z W w W o U z J z V) z L.L p J a J W � DC O = W oc � U L w Oo "r, W O z LL 30B NO. 42304 SHEET NO. 2.0 O ti o c L / / \ �. / / I I I I I I I I 1 / / \ ' ' / '// / // / /, , / AV,j 1 BLO\/V OFFI I -i / / 1 \ 1 JAl -ASSEPBLY(, TYPJ 2'6 z7 F,J,E JDRA T I -1- - \ \ \ \ \ 1 / ( �) I \ r� `/ "\ �28 /\jSS M LY, TIYP. \�� 9FIREH J N S� �jy/ / !1-� \ \\\ \ II 1 11 1/ '/ / /'/ / / ' / \ \✓ / /'i �_--- � \ \ \ \ \ // I1 I 30\ s� ASSEM6L TYP. \/ �\ \ / \ I \ / $ a 1 / /l r }\ 8"6VO) \ Q� NJ TbEiCIiTI ICE I ((/��'_,- / I�tO[AI� III I I // / / \ \ \ \ \ _I / 25 _ 1� / 1 1\ \ 1 1 1 r , 1/ \ \ \ - � \ / � ,.. v,.•i � / \ ( \ I IIIIt -241 / \ iZ I ! 8"G 3 ( , 1 \ \ \\ /\ /23 't �� v / r ` - - - 33 P�O�O�ED/ / � 1 �' .- ✓ ( 1 \� ( \ t 8" WT< RMAI N ( > - / / 1 I / \ \ 34 (I' I S JFIIREWDRANT \1` \1�'.r tp f . , r/ ,lllll;� \ / j%\1 S EMI3LY, TYP. \ \ \ / \ / / / , / I I I \ \ \ \ \ \ I TEEf� , -15 \ 1 \ i \ I I I \ \ \ 11 \\ \ / ( _ _ i � /% 1 I ill f � \� :� \ �^ \ \ ) ) \ \ 1 \ \ 1 zo \ \ \ I ( l y f Ij %\\\\\\ . \ \x `�\ \ 1 I I I I I / / I / \ \ \ \ \ ✓ \ 1 �\ Z )1 I \\) \ r1 I / ( I) J l l/� I I I I / / / \ \ \i'\ \\� �1 1 } \\1 J r '110\ ' / / \\ \ \/r/ ,\ \ / c4 )� ) I 1 )} , I(1 \ I1 �1 \ 'Vk r II'�\II / \/ J / ~\ 1 1 r '�� \ / r /�� rrl // r IdA TL, 8 - 1 \ 8"GV( ' �\ \1 I \ ) (/ l l r 'l \ / 1 1 SSMBLY, `FY \ / / r\ \ I 1 \ \ f ( r! lr,+\ \ p I 1 5 ( ) I ) l \ r \ � \ �((l(�1 43 �ROPO ED l I ( ) I I '/ I/ / l �)) 8" WAT RM%IN `�� �\ 1 .4 ( ) / 1 / I� 1 (( 1(1 r I / / �l J (! / 5 )/ •� t // I J 1 l r �1 I / 1 �� ! /ll (lam /I //J I / I / I y l�r /I !\tL/fir/11 r / r J / ) 1 f / ! t ys r IIBL4 b�� I I 1 \ \ 1 ((/( l ) 1 r t!y /J J \ (I � r r / ! / � ` -, 45 % �! J 1 \ o �( / r'x �� Si / (/ ) /-!/ ) A$�E Li llp. I l - / 1 �� 1 ^�\ ' r -rl !r v\o ll(/ r 5i J lr "rr/1 !� / JJ ) r/ / r ^ I' / (�� - 1..• \ \ \ J .1 , / [ `Jtirr J / J�J ) llyi// ! 1 ) / \ , / ( I \ \ ( I / 1 11 I I ( r �17 ', //JJ )/ �Illt I> J`(1< �!1 ) J \\r\ > �/ I ( 46 1 I 1 t o \ t < ( 5/] �? ! 11 /J ! l >/> > / li I 1 1 I 4/ / / / / \li r f 1\ ! �1 \ 1 - \ I o 1 - � �' •r / / / 11 (I / � 6JW T7`R AIfW /z J ✓ ' 1 V 1 11 J ( ! '/// ( / , , ( r ( 1 / (/ 47 -4 /.r / / 1 / / ) 8 , ' ( ( ( �,// r 6 / f\, 1 ( 8"O / /(//)/J(�1 // L'1 r /\> ✓ Jll l/ (/l! )J ./l \ \�-\ \ \\ \ / / II 11 5 l / r ' \ � II/ � I 1� � \� I r/ f 1 r lr' I \ l \\ \ J / I \ \\ 1 / , I ^ ✓ / ANITARN I J 1 �Q \ ( , rfl / / ) r ' / SE�lN� R SFRVICE, ) / 1 J) / / ) . / / ) TYP. / , r ( ][$% ) l r Blc/QW-OFF 48 �� 1 \! / / 1/ 1 ( ( 1 Si/ I r� 11 1 / , / ' / l ( ( ( f / J r //� ) / � \ / , / l f PROP E[ 1"" / // �/ 1 r \ - 71/ / , I / y X. ( \ J� I It � I > 3`EMBL TY \ i YDRA / / / / 8" WAZE AIN / \ S 55 / J ( l 1 , / , 1 r �\ 1 / ( r y / /r� Il ^ ( 8� r / m I) / I 1 r( 1(1 // AS EM�LY, TYP. r � ( �" / o /a..W EK J�> /1 � , \(J / i.. ':•' sq \�/ / �r , ( , `/ / I �� / /�, ) / r/ \\},=) 1 \ \ \ \ N \ - SE ICE, iREtH�rD r NBC 1(\ \ / \'` ( // TP 54 // f /r /jbSEM�L,%Y ! (1/ 1 r \ /r' ! ( J\, 1 J I (\ / L . - I \\� \\ \ \\ \ \ f �- -� TEE r / \ BLOW -OF 1 \ / / 1 �/ /I : / ! ' r 1 1 rl ( Y / / / r- r r J J 1 ( ✓ / ^ I `/ ' \ r \ \ 1 �/ 1 ff / \ ASSEMBLY, TYP. I .� >.V \ / J / � / / / J) � l ! /j ( ✓/ 1 ,: l � $ ' I ( � � .' ' / $3 r \ \ \i• \ \ \ \ / 1 /t r l/ FIfzE FiSCDRAfyT v \ / 3 1 / //(r ( / � ! J�l S�MPLY SYP �''` •J / � /_ \ \ \ ex'g CROSS ' s �+Q , WAT\ERMAIN lr ` ��" TO/6'j�DYJe`ER'(2/j .� / /$5 f �2 / ((6 ) ) /;!� /l^/Iti// 1� / ( /t�`�'GV'�2)(v %j / .. // _/\/ � I k (681 w 1/ l 1/ l ,l ' / ' ' / ' ' ' / �^jBORE`' \ /l ' // /'/' /' /'/'/' O ° / / / /'�1�\� Know what's below. \ \ N A. Callbefore you Mg.' A, i 2 5, 1OI1P�ODC/ r r'' • ` J D , / / / '` / , . e lIl I , r /s !/ / ) -yam r \I/ r /< l \ t�ATERMAFPd /.— ) / 11 /--I-J cP r �/ / / ,Q— (\ r 1 f I ( Jo \ / �� t�� / r, ( //o^ t\\ 3 ✓ f - / %� Ili/ J 1J \>\\ o J f' J(J /r/ I / ! //� J ✓ �r 1 _- , / / , �i �/ .� /. / / J� ^"FI HY`�I�^N a > (\ >JI�\1 I, `�'I (! 1\�% �/ / / �//(; � � 1 ( J � . -'/ I ' l I/ \ - -' y /' ' /' / ' '' ' ✓ / ' / ' �y t 1 1 I\ \ ) I �• �� .� l J 1 \(J /I/1IJla a ^/ 1A8�N iYPI. ✓<J / J // J } ( \ \ / ' / / '/ / / / r� '� r �I > _ \h $ r / _l uJ\ ,„, ,;`,S ✓ (/lf ),I%q� � - ) �' l ' I`l ' / ' l 1\ ---- ' /'' �� I' '/ / ' ' '/''// ��/Zc (r( �! �`TY '" f rr�(� , >�� \\�/i1r �\JfJJ/�, 1 III �✓ / 1\ I \--- / / / �/`,�'/// /, / / ,' �� �, \ r// 'rr )_> > `. _moo / ) Io / its"� \ 8" TO 6" RcE�1�iEF� '' � ��—/ � � j � ! / '- ) I / � O0�/ •67 G l r/ / o ✓ / 1 ) (/ / /!!/ / r/ ---I- r � j \ ✓ fl / ^' / r 1 1 / I I I / \ \ / 1 / / /v A(or � �/J 1 it\r l �CSfA✓-dFF < ' _ / o - � < ' _' / ' / r / / / , / / ' / / / '/ / / 1 1 / / / / / / \ / / ' / / / / / Lk Ir Iv I v/,�RQ \ lr ~ 1Q LL.i��^ram /i—\ --�' �`P \ \ \\\lv ; FA,QI5P)SED-PEF S1 FORC'EMAIN - \ aEF'S'HE�I3'1--FOF7'(�f TTNUATION SCALE 1 "=80' 0 80' 160' LEGEND M 00 0 Q z PROPERTY LINE SANITARY SEWER EASEMENT SIDEWALK OPEN SPACE EXISTING WETLANDS STREAM BUFFER NOTE. ALL WATER IS CITY OF SANFORD PUBLIC WATER. A HOMEOWNER'S ASSOCIATION (HOA) WILL OWN AND MAINTAIN THE SITE PUMP STATION AND FORCEMAIN. UTILITY LEGEND PROPOSED WATER MAIN 8"VV FIRE HYDRANT ASSEMBLY BLOWOFF ASSEMBLY GATE VALVE PROPOSED SEWER MAIN 8"SAN - PROPOSED MANHOLE SO PROPOSED FORCEMAIN FN}- ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF SANFORD AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. 0 U r\ vi o C o r\ E N w U E z Q �i: L U a N a LL o? Z O 0 ax -'0 OU) °'°; a z�m;°x U � � ruLL w p 0 0 z rn F- .L U) o °' w c� LU Ln� J w F- O O LU w w U 0 Q z O Ln 1 DATE 0610112021 O >_ D RAW N BY 1 331 DESIGNED BY • • 331 • CHECKED BY • B. BLACKMON • • SCALE 1"=80' CL`o L _0o �o �z O o � C � o w o °° N Q 0 Ln z 6 U 0 Q z ° 3 U QoC 0Q) s o Q 0` a 3 x � Q) z LL z v_c LU � v) 0 w p J a 3 LZU U LL z °, �_ J z a ° Q T c z L� 0 J 0.0 E- Uj _j -0 0 J=UC)c U Q °° 0 Q ° U O LJ W , of � 0 U � � to c w O o° p 0� O v, W L) -0 0 c z LL �° N a U o a� a) o U ° U c �:3 U o rn -o :3 _0 U 0 i U j o to ° rn JOB NO. o c � 42304 C ° U SHEET NO. a� a 3.0 T L FIKE RAf T \ \! \ �3 �r 13 / , l J� 1 ( / / tM LY, SYP f > l / . / I / ° I > PRO OSE /J( f 1 ) /1r� ( \ / \ I J / f C (/ _ "• ( O \61" WAT\ER�AAIN 1 To/6'j/g5 r /1-1 J/// j 11 <> )I �Jr ! \�: S l /l,l G / /, /�, 1 � „ a ,�\_ 1 r�, '`I'r/ � l �? ! ti I/J!I'' )� f�1 0/ d ) , , // / i \ / / / / , 7 ) i O ! / / l r ) ! j ( f / D Lawton,F go _k1e,. / r l f / I V/ ' (! ( b"rWA I�D r r i / k \l J L/nda C Micky �� / / ) r 1 r l I r\'!1�/ATERMA ( / / / / > ^ ! / / I ( / � > � / �- 1 > > � ^ � IKL 1/VINOTRi r (( I a I C ( I — J ✓ 1\ / / \\ �, —7 / pg 1342, PG 87 , O 92! /1(.�. l�0 I I )ll ^I , y '+\(\,`\\ �) � / fJ ! W I',.' ^\ I_l /r( (J4 //'r t ! , l /l' �f o/)^�I`') / / ) '• r' ` / /\ ' '/ // / 1 Edward H. Honeyc r j / I ! / and-evifa_ Nell Pa�sh Honeycutt \ \ _ /' r J , ( KB 67, PG 245 / l\\\ \ \�/� /V% \ J / >/ J / \ / / I s / / / / \ PIN .641-55-5458 ( \1 , )\ �`l Il \ - ` I' , g / Jr S ( /1�r6iz i /(S 1 / % / \ , . / C rk Kershner IJ / I J , f / / l I' l and his QQ \ ✓ \ 1 f i r , ' / / (/ LaRue ersfine� �SEMBI/YlT,YP r I '` > / I 1 S '�I/ \I/ . t 1� BLQQFF� / r / / / / / \ DB 84, PG 474 J` v ({yt, , `y I l PIN 9641-55-4432 It J ° C (l I 1 / / \ r' 8anto3 /. Benitez DB 128Q, PG 444 VT Y r / l 1 l� 1 v /j / /> c I P/N 964 1\55-3325 / / / i /try � iJ 1 1 I / ) r / lc ) 7 I I or A01) i / r PfR/01PSET17 ✓/ / 1 0 (// 0 > / r { I J/ / / / / / / / _ I / / / / (; �" 1/(IVAT/M �—' I/ �/a \�/L� / 1Ir \\'��► /// J / !,' / i uel bWd wifVdi acorta 5 Manc l G. ViIjacorta 50 PIN b641- --2828 �r <. )(/ / =/ /� > I / / / % / /JohryA. lAfou tarn Laneli G a Pettus 1 BCII-(jtFF S /. ' D _ l / _ / / Pl 964/- 45-3256 11 lJ ` -l' N1 %I/ / ,1... ,, /J' ! ( I) i ��f ) � � _ \/ ^'✓ / / / J aryY wife ,Se�fountain D868,G226 /^ J >>v F"IN9 41-55-12 l \ < .. `- / , / ,✓inamy Pomdext2F — \C / / / / / / / ' / / ' / / / / / / / 1 n s r _ i C�ro�gPandexter -55-0201 �� BO f7 //—i'/ I l / I / / , /l // / / / / / / / / ' � „ t r I r= i ' ' r /• � —oB.e84-PG,48eer/ N\ \ J (/ o i' ' /' — — _ PIN 9641-45-8163/ N,i-�:.�\ > — — — — — — 9' VeQ`r'�� �\ �ett ifflevocaWeLiving Trust March 2008 DB 1231, PG 636 PIN964Y7-46-7896 1 PROPOSED FORCEMAIN WITHIN 20 PRIVATE UTILITY EASEMENT / / \ / \ \ / ' / / / / Reert Wa ae Pettus / P/N 6r1 44-292fa NIF COMrUNNUS � ITYLlB — PIN. 9641 -2926 PB 085 PG 490 / ' .�'/ NIF COVNTYOFI EE PIN-V64144-�s27 DB 917 PG 8S2 BORE \ NIF ✓T PROP�TIES OF N�, LL PIN. 64144-567 I / _ PROPOSED MH 1 \ DB j428PG32 \ EXISTINGSSM S RIM = 462.25' I \\/ \ // C6U 'YOFLEE _ / / I , \ \ \ < , I %� / /N.- 9641-44-5026 DB859PG217 \ n \\ /,'' ROPQSED MH 2 PROPOSED GRAVITY LINE / /�I/, EXTENSION WITHIN 20 PRIV,9tTE UTILITY EASEMENT RV MA 141-40L �7 , CONNECT TO EXISTING \ \ \\ \I \I 'I 'I 'I ► ,' /' / /' / /' / /' /,/ / /' / / 1 ° SANITARY SEWER MANHOLE / \X \ \ \ \ \ \ \ SANLEE MIDDLE c> \ \ \ \ SCHOOL SOUTHERN LLE \ \ 'I I 11 'I I I I \ II / ,' J 1 11 1 11\ \\ \ \\ \\0 \ \\ \ \\ \ \ I \ II HIdIdSCKOOL \ I I 'I I ' I 'I I I \� ' t I ' I 1 1 1 \ \\\ \\\\\ / \ \ \ \ \ \ \ \ \ \ \ / / / \ _ \ I ( / � \ 1 1 1 1 I I I I I I I , \ \\ \ \ \\ , I I I ► I _\ -LIKnow what'sbelow. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\N\\ I\ I \ \ \ Call before youdi \ / / z X Cp 26 os r�' l It / / / / \ IN / , Rob Wayne Pettus It/' / PG 435 Io16414,42926) I � JY/ 8" TO 6" Fi,EQU IMINS 1 0111'�`16m SCALE 1 "=80' 0 80' 160' LEGEND M O 0 Q Z PROPERTY LINE SANITARY SEWER EASEMENT SIDEWALK OPEN SPACE EXISTING WETLANDS STREAM BUFFER A HOMEOWNER'S ASSOCIATION (HOA) WILL OWN AND MAINTAIN THE SITE PUMP STATION AND FORCEMAIN. UTILITY LEGEND PROPOSED WATER MAIN 8"VV FIRE HYDRANT ASSEMBLY BLOWOFF ASSEMBLY (90 GATE VALVE PROPOSED SEWER MAIN 8"SAN PROPOSED MANHOLE QS PROPOSED FORCEMAIN F ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF SANFORD AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. 0 U n vi O 0 0 E N w U .9 = Z } Q Z i: Lu U a N a� 1.4 LL --1 00 tl LL N LU 0 O m C7 a) Z yJ U) J x LL 0 0 • I E H O O O" L J w H ►13 �13 Ln kD U O z LU (n w H J z 0 Z O a U U) w 0 Z O U) w >R r DATE 0610112021 D RAW N BY 331 DESIGNED BY 331 CHECKED BY B. BLACKMON SCALE 1"=80' i i V / 0 W < z F__=a O z a � W o J z<� I --I L W O r W I- Z (J) � L LL LL Ow0 O Vl ~ W LL JOB NO. 42304 SHEET NO 3.1 L / \ / DO NOT WRAP TRUNK. MARK THE NORTH SIDE OF AVOID PURCHASING TREES WITH TWO LEADERS \ THE TREE IN THE NURSERY OR REMOVE ONE AT PLANTING. OTHERWISE, DO AND LOCATE TO THE NORTH NOT PRUNE TREE AT PLANTING EXCEPT FOR IN THE FIELD. \ SPECIFIC STRUCTURAL CORRECTIONS. ,( ` \rJ TRUNK FLARE AND TOP OF ROOT DO O O Z6 / / \ \ BALL SHOULD BE AT GRADE IN \ SPECIO T STAKE TREES EXCEPT WHERE Z7 IED BY LANDSCAPE ARCHITECT. / \ \ IF STAKING IS NECESSARY, USE TWO WELL DRAINED (10 CM) ABOVE GRADE / OPPOSING STAKES WITH SEPARATE 1 \ KING 28 \ e / \ \ IN POORLY DRAINED SOILS. ATEEND OF FIRST GROWINGXIBLE TIES. REMOVE SEASON. MAIL KIOSK, BUS STOP, / / \ WIDTH OF PLANTING HOLE IS 3 3" (5 CM) PINE STRAW MULCH. DO NOT I �9 & PARKING TIMES ROOT BALL DIAMETER IN PLACE MULCH IN CONTACT WITH TRUNK. HIGHLY COMPACTED OR CLAY 30 SOIL, 2 TIMES MINIMUM IN 4" (10 CM) RAISED RING OF SOIL TO 2�ALL OTHERS. DIRECT WATER INTO ROOT BALL. E ESPECIALLY IMPORTANT IF TOP OF ROOT 0 . / BALL IS RAISED ABOVE GRADE. ^ U N / ' \ BEFORE PLANTING, ADD 3-4" (7-10 CM) O C DIG WIDE PLANTING HOLE WITH UO 0 1 ` Z5 TAPERED SIDES. OF WELL -COMPOSTED LEAVES, RECYCLED 3' / t YARD WASTE OR OTHER COMPOST AND TILL N / \ / F € illll € INTO TOP 6" (15 CM) OF PREPARED Z E \ / � SOIL. ADD COMPOST AT 20-35 % BY VOLUME LU�-; 1 ' \ CUT BURLAP, ROPE, WIRE BASKET � TO BACKFILL. AWAY FROM TOP AND SIDES OF EXTEND STAKES INTO UNDISTURBED SOIL. H / ^ \ � \ ROOT BALL. 's 4-6" (10-15 CM) DEEPER THAN ROOT BALL Q � Z \ 3 ZT i� FOR LOWERED PLANTING HOLE AS NEEDED 0 LU (p WITH POOR DRAINAGE. LU U tY N v PACK BACKFILL SOIL AROUND BASE OF ROOT Q LL CO Z SET BALL ON UNDISTURBED SOIL BALL TO \ STABILIZE. ALLOW REST OF BACKFILL WIDTH OF THE TOP OF THE a- LL LU 0 M O MOUND TO PREVENT SETTLING. HOLE TO BE 3 TIMES THE TO SETTLE NATURALLY OR TAMP LIGHTLY. CD s0, � / OS 6 LL 23 \ ROOT BALL WIDTH IN CLAY tl = d \ A LARGER AU GOER, BREAKING DOWN IF PLANTING HLES ARE DUG WITH LU W, y 33 O 21,647 SF �j G SOILS (J � +� 0.50 ACQ Z yj J x ELIMINATE GLAZING AND CREATE TYPICAL TREE PLANTING Q -a. LU �j THE SIDE WITH A SHOVEL CAN / / / / / / DOG PARK �\� THE PREFERRED SLOPING SIDE. IY 00 0 34 & PLAYGROUND ZZ / , I Z / AREA / _ 0 \ 35 _- \ \� ALLOWABLE STREET TREE PLANT LIST Ln J LLI �Ioi y \ i \ PLANT NAME SIZE HIGHTOWER WILLOW OAK 2" CAL QUERCUS PHELLOS'HIGHTOWER' 10 - 12' HT BOSQUE ELM 2" CAL ULMUS PARVIFOLIA'BOSQUE' 10 - 12' HT JAPANESE ZELKOVA 2" CAL ZELKOVA SERRATA 10 - 12' HT OVERCUP OAK 2" CAL QUERCUS LYRATA 10 - 12' HT LACEBARK ELM 2" CAL ULMUS PARVIFOLIA'LACEBARK' 10 - 12' HT MAIDENHAIR TREE 2" CAL GINKGO BILLOBA 10 - 12' HT TUPELO 2" CAL NYSSA SYLVATICA 10 - 12' HT Ln 0 D 0 _ 0 w > LU LU = Q Q z 0 DATE LI) 0610112021 0 D RAW N BY >- 331 DESIGNED BY • • 331 • CHECKED BY SCALE 1 "=80' • B. BLACKMON I NOR• • SCALE 0 80' 160' 1"=so, M 00 • 0 Q z • NOTES: 1. PLACEMENT OF TREES SHALL AVOID DRIVEWAYS, WATER AND SEWER SERVICES, AND OTHER UTILITIES. CHOOSE LOCATION TO MINIMIZE DISTURBANCE TO EXISTING TREE ROOTS. 2. TREES SHALL BE MULCHED WITH 3" CLEAN PINE STRAW. 3. TREES SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE TIME OF ACCEPTANCE. LEGEND N Q Ln z Cn ° z U wUa Q z o z w a LU z a LULUo U � U LL zL</)z C) a oC o Q z w J O = J J d < C). U w LU O 0 O O "r, LU z LL PROPERTY LINE - — SANITARY SEWER EASEMENT SIDEWALK OPEN SPACE EXISTING WETLANDS STREAM BUFFER Know whan below. Call before you did p: JOB NO. 42304 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF SANFORD AND NCDOT STANDARDS, SHEET NO. SPECIFICATIONS, AND DETAILS. 4.0 L