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NCC222817_Site Plan or Location Map_20220808
DocuSign Envelope ID: 3FAA5F6C-8386-477B-B170-ACB2445A8863 0 0 f z 5 A. * 474+00 PHASE1 x 44D' 50775+oD f jI _ b TIE GREENWAY TO MULTI -USE PATH '� -�\ ' , - ..^. -- •^ = ` STANDARD , ASSOCIATED WI WEN DOVER PARKWAY\ \ ` \ REMOVABLE ` .. \ � � (TOP #SUB-2017-03) • , . \ \ � BOLLARDS ,� (TOP #CD-2019-09) .. ...... .... BOL DS. ` N. I SCM #b 2,442 SF'\� \ I , .`• �, (WE7POND) ' Sa T �\ (OP #SUB-2017-03) / 2,2075E +� (TOP #rp-2018-09) 1 \'. .2,202 SF RETAINING WALL \ 702' W/ SAFETY FENCE 56E ! \ \ \ ` \ (BY OTHERS) 2,223 SF 2,478 SF . i 00-YEAR FLOODLTNE�fl�p� \ \ `= PER FLOOD STUDY BY •� p (� \ \ WITHERSRAVENEL, INCH � ,oz �� / -0 2,423 SF N 561 \ 3J "e 1( D 4*�T"""' 100' 2,202 SF START OF I _ CONSTRUCTION I y 559 \ ,\ \ `• ". \ \ Y 1 I I 50$ NORWELL LANE .a : " ,. I STA. 13+06 2_209 SF \ Gp IOUS67 � N p �\ / / 1 1 V� �c ' •��,` �4 1as 14. 2,447 SF y "' 2,4000 SF `f .: \ / 557 o0 \ �\ . O fil N 5 t - - � 104 2,200 SF \. 20' PDE -� ton' 4 3p 1 (TOP #SUB-2017-03) ` 510 O ` g (TOP #CD-2019-01) N 2,200 SF \ \ \� J'' \ \ < 2,40D SF 100 100' 553 \ \ L14 \ r♦ � - 50 Z 1 1 1 N l 2 0 SF 10 0a' 2,200 5F 512 pN Z 1 4 N 4 TOWNHOME BUILDING '3 1 1D' ASPW LT PUBLIG 1 2,200 SF 10fl' t00 2,200� s + ;• T+ 1 FOOTPRINT (TYP) ; 2 � GRE7NAYTR�11_ � f\`513 �� Mi 572 1 �, . PHASE 4A x° 1 1 �� i 2,2005F N 4 SF 141PPHASE bA \ \ WIDE \ \ \ \\ \ 4 3D' GE 1 514 D 50' R1W 27 B-8 2,400 SF 100' 1 �0' HUE 1 24' 2z' zz' 24' 24' 22' 22'- 22' 24' \ ,e 2,400SF1�, t o o d b\ 1 1 RETAINING WALL W/ SAFETY FENCE 516 10 573 1 574 !I 575 '1 576 1 1 57 1 57$ i 579 a 5$a 5$ 5$2 Q M IL KIOSK {85 UNITS (BY OTHERS) O I I Q 1 O 1 583 1 5$4 1 585 0 ' N 2,200 SF104 g 12,400 5F 12,200 SF12,200 SF 2,400 SFJ2,400 SF 2,200 SF 2,200 SF 2,200 SF 2,400 SF (TOP #SUB-2017-03)\ 1 1 4 -- r ti I I I I I I I I I 1 I = STOP #CD-2019-03) DE 1 ! I N` `` I j z,2Do SF,T- ti 10' Pu \ e / I I � START OF CONSTRUCTION 4 i .. 1 1 1 2,368 SF 1' 23' zz' 2z' za' 2a' 2z' NORWELL LANE - - B7* Spr .' • , . sa' 22' 2z' z4' STA. ±18+26 f_. � -^' �. � ��, \-ti ' PHASE 2 •... ., tt �• 17+00 �0 I` 1 e 58�00 .•. 674 2D' SSE l� I -`�_ _` -- -+--- - ._.� 21+00 zx 4' 22' 24' 1` PUBLIC SSE FOR FDRCEMAIN TO R 30' 90G BE DEDICATED AND PLATTED 0` FILE _ + •s l _ " ' \ 1 R=28.5' BOO - f R=25' R1W / WITH CONSTRUCTION OF 4 , R=40' RNd , I ` {TYP. OF 3) �R �-�- NE FDRCEMAIN. SEE CD#2D20-07 I t / 4 ✓ 1 r 10' ASPHALT PUBLIC j • 519 1 520 1 521 I 52 1 523 I 1 524 I 525 526 52 52$ GREENWAY TRAIL O QIDIQI O 1 529 I 530 1 531 1 532 1 533 1 1 534 1 535 1 536 1 537 1 538 _ 1 1 l • -�- •->• STANDARD 2,419 5F 2,217 5F 2 217 SF 2 217 5f 2,419 5F 2,A19 SF 5F 2,217 SF 2,217 SF 2,419 SF O I I _ 1 • + • r .- • - / 30'GE REMOVABLE �1 � s ©I I �I � - I - I I- Lr12,217 �I �I :-I / - 1 BOLLARDS 4 a a a d I 1 1 I I I I I LI I I ! I 1 I �, a' 54o CL 24' 22' -22'- 22 - 24 24' -zz' 22' 22'- ^ 24' -W DT OM CIO 20' BUFFER -•� -. I 1 TYPE 'A' SCM #S 1 O''' • 1� p.Q. END GREENWAY FOR I 1 (WET POND) 100-YEAR FLOODLINE ' • • •' FUTURE EXTENSION (TOP #SUB-2017-03) PER FLOOD STUDY BY `' •' ' BY OTHERS i (TOP #CD-2018-09J WITHERSRAVENEL, INC. I 4 I ' I I GRAPHIC SCALE fI 50 0 25 50 100 1 I 1 inch = 50 ft. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS, LINE TABLE LINE BEARING DISTANCE L403 66.10'28"E 261.02' L404 S88'15'55"E 254.30' E o U7 C i f 3 3 N M O nnV) ulU_ M 10 V 01 01 ! .-, 1-4 W z T U m a R ILIL C R LL Z o :3 L U Z -�3 cr_ 0Qo �- 0 Z CY- a Z ce$ H ❑ O D Z Q cn cn o 0 M Ln ac u U `n 0 Z Iri o � o U Job No. Drawn By 02150098.20 FH Date Designer 02/06/21 FH NH CAR / --°' e SEAL d • 00 38549 Nb1.vl..s �°.•� �. ��°1°a•`° 000a000°° 2/5/2021 O5F54BO7PdtE4?8. ReVi5iOn5 Sheet No. 3.2