Loading...
HomeMy WebLinkAbout20150562 Ver 1_Site Plan_20150604IN CHATHAM PARK INVESTORS, LLC P.O. BOX 3557 CARY, NC 27519 SUMMARY INFORMATION DEVELOPMENT NAME- CHATHAM I PARK PROJECT NAME- CHATHAM TARK MEDICAL OFFICE BUILDING & HOSPICE SITE - COLLECTOR ROADS A & B EXTENSION DENUDED AREA, Z1 AC 2 0 1 5 0 5 6 2 NTS A ENGINEERS I PLANNERS I SURVEYORS &PPROVED FOR 115 MacKenan Drive Cary, North Carolina 27511 tel.- 919-469-3340 www.Withersravenel.com Ucense No. C-0832 CONSTRUCTION VICINIW MAP TOWN OF PITTSBORO N1W.Ill Alll I H, ll� I [III, J,WI I,0� ij�g I A IIUIH�ll I, I III I 'k li 91 111 [11110 111 IlW111jill odifthill"I Al"Ill."MmAlw"ll I1111i WNW 31111 bli j(IIjI 111101111111 'llo .. .... . ...... . . ...... LEGEND DESCRIPTION EXISTING PROPOSED 1' CONTOUR INTERVAL 5' CONTOUR INTERVAL - - - - - - 1 - - - - - - - PROPERTY LINE BY SURVEY PROPERTY LINE BY DEED - - - - - - - - - - - - - - EASEMENT LINE - - - -- -------------------------- SANITARY SEWER C 0 0- S 0 STORM DRAINAGE WATERLINE w FIRE HYDRANT ASSEMBLY EDGE OF PAVEMENT FIBER OPTIC F 0, — OVERHEAD ELECTRICAL 0H E GAS TELEPHONE FENCING STRUCTURE ❑ WATERWAYS - . ..... WETLANDS �lii, 1\01 N& FORCE MAIN C - - F M (D F M 100 yr FLOOD ........................... TREELINE POWER POLE (PP) OPP GUID WIRE (G W) -0 GIN IN CHATHAM PARK INVESTORS, LLC P.O. BOX 3557 CARY, NC 27519 SUMMARY INFORMATION DEVELOPMENT NAME- CHATHAM I PARK PROJECT NAME- CHATHAM TARK MEDICAL OFFICE BUILDING & HOSPICE SITE - COLLECTOR ROADS A & B EXTENSION DENUDED AREA, Z1 AC 2 0 1 5 0 5 6 2 NTS A ENGINEERS I PLANNERS I SURVEYORS &PPROVED FOR 115 MacKenan Drive Cary, North Carolina 27511 tel.- 919-469-3340 www.Withersravenel.com Ucense No. C-0832 CONSTRUCTION VICINIW MAP TOWN OF PITTSBORO N1W.Ill Alll I H, ll� I [III, J,WI I,0� ij�g I A IIUIH�ll I, I III I 'k li 91 111 [11110 111 IlW111jill odifthill"I Al"Ill."MmAlw"ll I1111i WNW 31111 bli j(IIjI 111101111111 'llo I lWI YI oil II.. IIII IIIIII I IIIIIIII III I I I , - - - 2 � - � , " ,�6 " - � � I � " I (s, I ' I ' I a I I � ' `, ��i��i�ITION - � � I 1, I ,",,�,(ETO-A�E�-USEE�,. A � � I , I \ UNTIC-Slit'lS - 11 11 I 11 I 11 1. ­ I � I I I I � � 1, � , I - 1� , " � � I - I , , '-,,'---, ,,%',,, - - - . \, ,- / �A ��,-��-,, , z � - , I , , Hi I � - - - - - � 11 a � �eIl I- , - - , , 01 � , 1, I , , - � � - � - EDU 9 , -- � - I - . I , 11 I - , \ � . � I I Z � � , � I � I I - , M 11 I - , , = \ o , I'll, N , � � I I I a % " " - I Nollio. 11 I \11 % \ -1 I , � I 11-11, " I " N \ I I 1, \, " "I 11, I I 11 '11, , � " I'll , , !! 11 IT­ " . 1, . I I \ , . , - - I I � � � , N �I 'I-,' I , I I " I I � I I " 14 0 � I ; ooloioo, % k RIL - � � - - I I - - 11 � I � I. I I'l - - - - " , I , S / � - , , � "Nial t I � - ---,-- , - k � I I __d N\ - I ___ I - "I I I - % I - I I "I , , - , � - . "I I I '11%, 11. ... 11 , - - � - - - - - , i - 11�, . ♦ A i �, ,11 Im , I � k, �' - � I � I \ \ � I, I 1, - , � I " il 1� - I = \ , i, , I , , � \I- v1''1 i � I - \,\,\ Ii I I - I % - i - \�, I I I � � � - Ill ", " , , , , , I � , t I- - , �\ I I, � � - - - a I - V - � \ \ ,\ 1 � - I I � I I � 11 I \ \ I - , , , . , , I, , , - , 0 , � � f/ \ i , , \\,-. - I , , I - , � - \ I \- - I I 1\\1 I , .. I __ _ _ - __ _ ", _ \� ",\ , i � a , - I , - � , I , \ . - I � - A, -- � ,,, 1 I i N \, \ � 1, ,_ -, % m a - - , - - - - � - - - - - - M . I Q � � I - - � - A � I - i � � � I A , - - 485 - - - - - � - - - - - - - - � - - - - - - � - of � - - - - - 480 - - - 4 � - - - 4 - - - - - - - - - - - - - - - - � 475 I ! , � M j A � - j � I I I - 470 - - - - - - - � - - - , - - - - - - - - - � - - - 465 - - - - - - � - - - - - 9 - - - I - - - - - - - - EM w#j 0M = 435 M - ,'I ,oil AIIIIII, I 1 lo,l�olull�ill�,�ill�,!twIlol[I �iiijUlijI[IIIIIIII I I (lollo, looloolml.,,low.-I, INNEMIL-i, �,,�il,,.,,I,,,;:!'�l�111.1111�'�l'�'l��['11I II� I' ll�'Lll IL JIl[I .1.I111.1 .W.ww.11kwl..��� .-.-, oill,44-11111 11 III 111111111 III 11111111111il IIIIII I I 1111:k[l�!�jlmillljjl�i�iwkwml�!14L- ooloo:'�11­1'iol � ' " l' "'I " ill 1 , II 11 joll ll­11� oolool­ ollo."I III 11111 loilili, .."I'l o­­i'.o1I000"',�,l o'LL.1 , 11,11 I �oo­­ I I � 111:1o,11 � l�l�*l�1,111,���:im�&�,��A,�l"I !,I 11 , , I 4r ..II. I 1 11 a! , IIII, all howl,16 lo� ,l"..'�l,�,.,:..,�'ll-II,��,-�,,..�ll..--.ILII-.�-.�.11.�..IM.I�.�.11�l��,�il�toll,�,�il,,Ii��"4I I'll 11 I ,I jili'liIIIIII I 11 1, I 11, I I "IIIA 11,�W,,Ll�l�ll",.I�Ill:��1,1�".I.�,.���.111�."*O��,��4m,l��ll�[ IlIPki[Hollolli- 1, I I I I I I I I I .I I I I I I I I I 11 I I I I I . I I . .. I . . . 1 I . 11 - 11 - I � I I I .1 I I I -_ I I - --- - - - I, !I - - - - - - , - - - , I , I , , , , / , - � 1111 - , I . I % �, i $ 1 1 1 11 - - - - - " I , - I I - - - I - �, I - - -- - - - - , - - - I - I - - - � -, - - - i - - - - " , - , - 11 � I I 1, - 1, \ \ � I �. I ' , I i � 'ji , l, � o I I �1/ I --- - __1 --- , __1 _­____ -_ - ,� - " ' / " _ ­ - , I 1-1 - - GENERAL UTILITY NOTES. I I ,_ - - . RVEY / - , - - I - ­ - 1_ _­, __ - I 11 1, 1, I " I - -a / / " , - -, __ -, ­_ ", ­_ " I ,-, ,� -, - - mi , N , L ! � i � � � - ___ - CHA�TH_Alh_ PARP , " " '-,-- TS W Y / __ 1, , - - '_ - � , , - I , I � - - " � - ' \ ' 1 , � I -, I � � , �__ I� " , , I k � I I ; I , / ,_­ __ - - � - 11 - ,-" - w - , - - - , - - ITTSBORO 2 ` S , , , I- - __­ - �, " __ k i I f I " 11 ,� ­ ',,- - 'I _. - , " - , , �_ ,� " , - - I , � I I ; o � - -, 11 - __ - 1, ___ / I �, " __ ----_, t-,, -­�_ -1 - i, __ -.- _. , _ _ __­­ ,-, ­__ - " " 1� 1, �", �, " 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST TOWN OF P I , � � I i I - - _ , . , D1 � : I � � i il, i. - I L 1! , " - "'I - - ­ - _' ' - --___ - - - - � - -, , 11 -_ - , I , 1� , " , STANDARD SPECIFICATIONS AND DETAILS. ' 11 \ I� , I i i - o \ I I I� / _ __ - 1� ___, - - Liml, %44h%UN I /" _" - - , --- * - - � I , I , �-- , I I , ,_ "', "" I - 'Y , I - D . - _. .-800 _-, _-:1-- `-­PER'=__TOPO-'BY W ERS / ­1 _ - - � - , � � - bQNTR � I" � i!, I. � 'k t__1 � , � , - , ­ - - _E�� -R�' 'LL�,` -'- - - R-,ERdStON i F! I, Ik a J' � ` `/",�_ __ I ` "I-,' -, _,� � � t`_ , _. --- __ �,JNV TO -, _____, -_ WiED '& 01CLOINviRt, I t l ", I - __ - 1, - ____ ,__ 1, - , , , , , - . THEN 11 111, '111 . ,oE � , , , j - - .13 115B7, PO ___ , " - - I _�, " --- - � __ , � 1, I I I . 'If � 11 1, i I I / - - - -, __ 1, -, 11_ __ 'AREA ' - -, - I , I ­_J - I , I �_ " -1 - I t 1, i i I I I I � - ,I � I I I - " 1 - --- " , -, _� , AND­RAVENEL, - -OUTSIDE // /" // ,--' __ ___ - -, -, I I" � - - - - I , I � i t I ,�, --- _­ I,", - ", I L - ,�,­ , - I o I I , I - � I � �-, � % % I , I I , \ 1� -_ - ',- __,, RY // ----- - I �,_ 'I, -1 --,-- ____� � , - , I , _� , �, , 2. ALL CONSTRUCTION WITHIN THE NODOT PUBLIC RIGHT-OF-WAY SHALL BE I 1\ I : ; I � , !I/"\ " I I - _ - - - - - - 11 � - - - / " ­_ - - ____ - " 11 - I 1, I I t � � . i I I I - � __ - , I I I I I i k l \ I � I �/I , , � � � , __ I --- - - _ - - - -_ - - - _�, - � , , " � , , , I , , I I I ; i I I I - - - ,,- -_ . I I : I I I � �� "" - - R. &�- -20-1 1 " - ­­­ - / / / � - I - - 1 -, - _�-,,-,� -,\ ,�, " -, -\ -, - " , - � , , I I I I I � I i l\ , ,I � � 1, � I � � I ; I �_ I I—", �,__ I I . - ­ - " // , , , �', � I - __ �', ___ - - I , � , I � " ,,,, , I "I 11 IN ACCORDANCE WITH THE LATEST NCDOT STANDARD SPECIFICAlIONS. = , ; ! I , - / I - I ­ " , - I , / ///",/",- , ': I- I / I" / - 11/1111111/ /I,- 4 � � ! � \\ / /1 I 11� "I __ I" 1,� 11 \'+. / I , I � , I i I ", - / 11 I 11 _ , , , - , I 11 � I - , - _ - - ­ / / , I ,` -_ ____ I I I I I . I � � : I � � I I i iw,'d ,,',',- , " / 11 , __ - -­- , 11 _', �,_ - - ------- / , / �, -----...- , , / , , I ­ I - " " - -_ -1 / / , , - , - I 1 3. ALL STORM DRAINAGE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. - - , , , I I I � I Z ; � I , I � : � / " / I / - - " _____ ___ - :­ , - : ---,'-- "I / / -------- -4-75 ,,, '-- - - ___ 1� 11 � - i 2-, FIG:-4-89 - -- 11-� ­_--,If>� - - _QOL%DA _'BASED ON /d / "/ 1", " \, I " -,- � i ,I"\ " , " I"'- ,_____1­ ____ I - --'-- - - - - - ---T-RACT ­1 ­ - , - , - " "_ , ­ - , , , , , � , - , / � , _ � / ---- I , � I � � � � / \" ; / - __ - " - - - - - - _ 6o, - __ - �'," , " _ - _ � \ " - ,_ "", -_ - , ,,, - � , , � , -- : � I I I I ''I o''I , , " _7�jZlzr:Z7,68'A - - , , I \ I o ; " o I I 0 - , / I I I ,, _1 - - __ - , / , / / / / , " -_ I , I" _� \ � I - - __ - ,_ 1 -_ I 11 / / �, --..-- I \ - , q � , " � % � I \ " , � , � /_ � - I ______ - - � - --, / , " � : - ­- - -, -,: - --, , - - - loaliall'ill' �" �, ',�\ , \ , - %; � , 11 , - _ -, , _: _ �� _: - " / , " �', , - , -- I "---, - "-- � 1, r - I , /I / � - - " I - , ., - J � . . . , ; , � I , , "I " , - - - - __-_` , , , --- � � - , - ___ -- , I % , I A 1%, � , I - , - - :/ , , , '--- '--- - I , �---------_- I I , "' , , _ - " L, ------, - � ��� - I I ---- , -_ -,i- "\,�_­ _-,��Mkalli _', , , , \, \, - , " 4 ! I I I 4"- 'W� I ; I ,..Ii�"""�"'"' ,"i"I " " , - - " - _ - ;��-- , _ ,,��� ."AMMIMMI , -_ "roim-",4!!=� -, - , ��/ , � ", " I \ \ I, I , I , / - - - -_ � ­ _', ,� , � *- _" ­ � � - % -MWWMP- i I ; � v"I " - -7 -,r- - " �,",­--, - � , � - � , , � ---k- "Malik" X I r ; M---"M\ I , , " / ..... , � .ii.� _,_ - - - , - - - "D , t \ , 11 �. I I "--- - I I", - - - , 1, - / . 4. ALL UTILITY LINES SHALL HAVE 20' EASEMENTS CENTERED ON THE LINES � I \ al MMMM � I 1, '',40mm M , , , / " , , , � , � , - J�jilr,, ,f\_','_aI � , I %�t�',11641'i I I � / // ," o / DRAINAGE- ,' , , - - I "I , , ___ ,� " , , , , , I - "i'� , , � , �, /' - -, - . I., I , , 1�', �, I" 7 � , , "I'Maka"M ' / / ' " / , - - -7;70-RM ., ­ �11_ '_ I , - - , , 1, , , , , " UNLESS LOCATED COMPLETELY IN ROAD R/W. - -k--6-* , , � L "! " 41 hwammoo ivammomm , ,"M","Mo , ,�.� " - , , , " ,��', aa , , I � I" , '' O'" 7 1 II :", , " " - , , , , �.-I- _� \ 1�1_,/\/,�_ N , I I \ I I \ \ I 11 11 , � � I � k � I , I I I � , , � I I I , I I I / / I � / I , , �1_ " - � I ", " �1, I , I 1�, - - , I , /, , I / / " - " - _­ / '. - ,-,,, I I ­,. �/ " I � " , 1, I I , I 11 \ I - I , , , , , I � o I � ,,, � - , / F-ASEMENI \1, I 11 , I \ I 1, � , , , , i � o , � I , , / � / � - " _,_ I I --- ,�, I , / I , - 1 I , , I \ \ \ , 1, � I I E I \ i-0 I , f , I. " , , , / I / /" I �_ " , , - � - " , _, - I , / / , / / __1 I I - , -�,\ -,, ''I 1\ , , \ N 1, I I - ,$, I I " iw ;P I � i ", " � , / I - I , I "I � � o\� \,, ! � , I � � I 0 � I " , ,I , '' , " " , , " / / /I , / _--, ­/­ ----,- _', , I "\ -1, " "_�, -, � /� / // / , I _­ �, / � i " , \, I ', 1� I - ,o , � Z I, ki I/,", , , , , - , / I / , I � , , 1, I - ,_ \ I \ , 11 � � , 5. WATERLINE SHALL BE 2' MINIMUM OFF EDGE OF PAVEMENT UNLESS SHOWN OTHERWISE. - I ' 1 I I I '. ­ - - - I I I � - , ' � \ - " � I I Y I � I o � 1'� i I I / / I - - , 111 " / - - � - " ' \ � �� � . � \ � \ I � � � \ ' ' , L � '& � , 'I , � " " I .1 , I , �� I I / /. - I- - ��, I , - -, 11 " �, ,/ / I` - \ -, I ' ' " 77 -- ' 1, \ " , � � " � I � - , , I I. - -�' �\\, ALL WATER LINES SHALL BE DUCTILE IRON PIPE. WATERLINE SHALL BE INSTALLED AT tl� , \ OS I. � ` ";I'� , , , , � " ,� /I �� _ , , , EXI IN�-T---- I ; \ � , , �wl C , V� , � , , / " / ___ "� " � , I � , , " , " /I / / , \ � , I , \ , , , " I 11 I \, � �Ejr k� C E I I � I , . '� )' I "'! " , � , " , /" ,/� �, , / �, � , � ­ __ �11 � I - , " - - �_" - � ,/ / I/ / / '). V al X, ,__ 1, ,4, \ - . \, I , I � . - ­­­­­ ____ -_ -_ ___ ____ ___ - ; � I I � I � I � 11 11 I / I / � I I I ___ I— - I " I I I , ie I , _�, . COLLECTOR ROAD B . - I I UP TO 12'. 5' DI A MANHOLES FOR DEPTHS FROM 12' TO 20', AND 6' DIA MANHOI FOVR S GI RE AN 20 ®, 'G. DEPj T H� 1 - ­ ­ , ____9_. .11.1111 I SCHEDULE L STO INAGE INLET E __ - I 1- - ..... I .. 1111 1111__. _ .. 1 I 1 11 Inlet Runoff System Rim F loor B ox I I 111 1 ;1 f t Name Coeff Int(in/hr) Ares (ac) 0 (c f 5) Elev Elev Depth ( ) wa ­ -.11111. ­....... : ­- .... .. _ -1-1.11-. C830 0.90 6,93 0.20 1.25 436.42 427.52 a90 _4 _ 1­_­­­­_ � ­ 11-.I 11 11 �; - I � - . -1 _ � -11 ­ 11 -_ 11. � ­ ­ � � I - 831 0.85 6198 0.19 1,13 449.57 444,47 5.10 I It � i 00 % 5 1832 0.85 7.05 0,18 IoOB 464.91 450.01 4o90 - � _, C833 0.90 7.0 0,19 1.22 475.15 470.06 5.10 - - ..� 1­­11 - I 11.1111­ I'll 11 - ..1111 I 1 d 1- -. 1111...- ­ , 111 - l - .. 1-1- - 1 ­ 0834 0.90 7.22 0.19 1.24 475,16 470.76 4.40 I ­ I'll- _ ­ 1 I __­ .1--1-1- .- I-- - ..­. ­ ... .1 - _ ­1- 1111.. � ... ... i ... .1.1 .1..__1. _ _ ­ ­_11111 - ­­ 1 - . 1 I 1 . � 50A 0�60 7,22 0.19 1�10 436�42 432,02 4�40 ­ 1111_ 1 1 1 _ ' I - ____ . -.1 1 ­ ...I ..... � "' 1 11. .111.."��'ll,,, .1 11 ... . ..i - - A � I C53 I A 0.80 7.22 0.48 2.77 449.57 445.22 4,35 r I - + 4 , : I 480 0 EXISTING WE _� l I'l 11 I . I - -­ 00 - 50 ' LFT O ONTN I _._ . __ 1 I _­1 ___ I -0 -_ - ----_ _­ 1 I- I _ _ � _ _ ' 1 , .. .. ... . . . I ; : : " ® , � _ _. S NAE PIPE SCHEDULE � XISTINGGRE -_ -1 1­ _-9__ ­..� .. o-- ­ __ z "Il" .­ - ; 1­ 1 1.11-I .� . 11111 1­I'l 1-­ I 1 1 11--11- ­ -1-- ..., ..,,,, - ,, ­ ... ­­_­_.__11 ...... � I — ­ l 1 I— ­01­ ___ - —- I - - * I -1.- ­ ­­ ­_ I - 1 ­ e DS us DS us Pipe Pipe Pipe RIG O ENERLINE ­ :.­ .... . ­ . ... ­­ .. ....­_­ . .. .. .. ­.. ­­­­­ - .. ­ L I 1I ­ 1- --1 ­_­ I' l I � - - --1,l1_." . . .....f . i : ­­ . ­­­ . ­. ­ 1­ ­ —..... ­­­ . . .. ... - .._ sI ? Inlet Inlet Invert Invrt Lenat h (ft) Slope I%) Size 010 (cfs ( ft/) - ­I � ,- - - o _� 3 - 7 I - — __ - f 75 FES30 C830 427.00 427.52 54.03 0.96 18 Dia. 9.51 6.59 -E[NG XISTING GRE 1 - M - - m � q1 .. CB30 CB31 430. 63 444. 47 162.05 8.54 18" Dia, 7.27 13.02 � . I ­ . .­­ ­ .I ­­­--1 - - � -__4 _ - --- -- --- I 0 - - , _ - q PER " r, ­ ��Eu : CB31 0832 444.72 460.01 163.64 9.34 3.49 11.24 , , 1­'o- l" - .. _ Il ­ ­ 11­­­ r­­_ _ P � ...;1.111_ � _ .. � �M_ - - -1 I CB 32 CB33 460.21 470.06 170.47 5.78 2.45 8.82 i .I I I 1 _ / - I 'l- --,,-..".,-.�-1, ... .1 .. _­ � I -1.1111.- -, 1 1 I I 11 -* I ­ ­ 1 1 n ,,it . ­­1 1- ­ ll, 11r , .1 - - - - - I'l 1 I'­1, 1'r 1, 1 I 1 I ___ 1 11 11 I I - I - - . j � I CB33 C 470.26 470.7 49.0 1.02 15" Di 1.24 3.71 11 Cq 11 I I I I ­ � 11.11.. ­ 11 11'r .I 04 �C- Z l­ .. " ' ' I O - I � C80 CB30A 431,57 432.02 42.44 1.06 15 Dia. 1.10 3.89 3I [ -, U) : ; .i 5 47 i ; I 0 `, ­ ­ C`1____ __ 1 ­ 1 .1��l�-111 -1 � �" .1,�l-�.... " .- e . .- A­ . I -" AIN A INIMU l 1�L i ­S�TON . - r l - I'1l1 l 0 - n­11-11- . ... _ - - - C831 CB31A 444.72 445.22 49.00 1.02 15" Dia. 2.77 2.27 0 ­ ­­_1_­­_ 1 !I --- -� - -1 ­­ _­ 111 . .... ­-­- =1 11 0 O I . I I 1 N WAER .���ll,� 11 , , OR - � _* 7 STORM DRGE NOI / - _ . � ­ .......... ....... .. __ I .... FES: FAED END SECTION CB: CATCH BASIN DI: DROP INLET JB: JUNCTION BOX ­ I . I 11.11-1-1 _ _ I 1111 ­1 .... 1­1- ... ... .� - I I L Cn DISCHARGE ED ON 10-YR STORM EVENT UNLESS NOTED OTHERWISE. - 1 ­. . 11- 1 1 I : . ' - . 11--- . ­_ -­1111 . 1-1 - ... ­ 1 ­­ - � � 1 . ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN e - I I� 1 L I OF PITTSORO AND NCDOT STANDARD SPECIFICATIONS AND DETAILS. I i � 2. RIM ELEVATION GIVEN FOR CB IS TOP OF CURB, DI IS TOP OF GRATE FOR GRTED INLET & JB IS I ­ ­ ­ K 45:5 1111: ­ � I � I ­ ­1Z 1.11- ­­ TOP OF R M. �I 11 I I 3. ALL PIPING SHALL BE CAS Ill REINFORCED CONCRETE PIPE (RCP UNLESS NOTED OTHERWISE. � / I _ _­ '� - 1 1 � - ­ 1-1 1 i I I 4. ALL FRAMES, GRTES, & HOO D S SHALL E STAMPED 1" NTAIN 3' MINI _­ . - I ­ I 1 11111 111 ­1- - .-1 1111 1111- " I—— ' - ­_­Z ­­­­ 1 COVROM FINISHED ; I ­1. ­ 1111 1 ­ . .. - I IT W ORO AND COOT STNDARDS. / R A - ­ - . ­­ ­ 1 ­ . ­ , , R ADE AT CATION_ ,OF , - LINE IN HIN ­1 . - ­ - � ; E L OCI IS PA SIGN � - - 0 (Fj OU PIPE ISCHGE, LENGTH OMF I D.STR RIP RAP I RIP RAP ; -­_­ . .... . j­ . ­ ­­­­ ­_ ­ DW 1 0 WIDTH WIDTH THICKNESS CLASS I . . 1 ­ 1 . f ­­ --1 _1 � '" ' : � � (I NCHS) E (Fr II (M I (INCHES) (NCDOT) " ­' ­­­ ­ 11111 1 ,,,, 1­­ ­­­ ­ ­11-I ­­1 ­­ ­­­ : \� .���'l I ­­­­­­r .... I..""; ,-.�,��� 1-111 ,.1­ ­ ___ _­1.1.11 11 - _ , � I FES30 1 1 1 9.47 1 9 _R 4. 1 12 1 B I ­ � i � - 1.11 1 111 ­­­­ ---1 1-11-11 ­ ­ I 1 1 _ - ­­ I � � .1111__. i� ­1 1--. ­11_11­1 ., . - 1­­­­_._ ...... I I ll. l. ­ ' 1 1-. ­11 _ 1-1. . I 11 ­­ ­1 -1" ­ 1- ­­ ­1 I 2 I A LL DISSIPATORS SH HAVE FILTER FBRIC UNDERLINERS. - - iFll r_ 15+w 11 11 11 I I I I I 11 I I I Hill ill I 11 I 1111 16*W �14 - - ill W 11141111,1111 I Ill 11 I 1111 11 11111111111 I I I 11 Ill I 11 III 1111111 1111 11 11111111111 I 11 I I 11 I I I 1111111 I'l I I I] 11 11 I I 11 I ill 111111 I [111 111 ililll,!Iw,b,j,,j�114,[I�l�o,�lI 1111111 11 Iltj I Uoill0lowliolowlilij) INIMill J1111H J111HIN ARINIIIII-wo, oilloo0will ]ill 1,11"J'11,1H 1, I ol P [JUAIIIII, III i [I I I 11 I II II I I I I lowo'I'A"looloo"Alo .... 1- I il 10V011 11111,1 , - - - - - - A Na RevWw Date By Dewff � I saile � � - - . . I I I _ I wa 'r = 5w '. � z­ . - . - - - - � I I I I Draw By I I ­1 ja Do I I I I Vi" I - - - = I - - - - - --- -_ - - b By tel -_ )* Na I - � _, - I j PITO 7049A 1) I'llivio"11111,111111 11111i lo 1111ill 111111111111111111110111111 1111 I 11 1111 ill Hill 1111[i 11 I 11 I I iiiiii�illill�lilll[�!�O�l,IiWN[IIUOIII�I 11 Ill I IlI i I'M lilull"I'A "A[III I I LCII J10 9,91oll"lolol, 111�9ioi00000lI­ .., ol ... I I I ol 11! lollkill 11111,11!i o. 'I'll- io:looil I I 11 I 11 II I I, I [ III Ao"Aliffilo, 17+00 18#00 19+00 20#00 21+00 .",..,Nmmmnmmmmmm ,11�'ll,�-,�'....",;.".,.-"" I I ol�,­,,ol 1­111 1111I I I ''Ill INIi'lloolooloollillo­ III­Illill . . .. I:i, " � , � 4CI�A-MU-&A-A--D-A-P-V-&- A-L n_J_C_&L_j0QZ LCM-al-W I F411UI!3 /..*>+UU .11111111- - I 1-111 I 111..��111111.11 Ew M MR M51 M M, o I I ; i HOSPICE SITE - COLLECTOR A ROAD S & B EXTENSION 11 COLLECTU"R ROAD B PLAN & PROFILE I i TOWN OF PUSBORO CHATHAM COUNTY NORTH CAROLINA ! � � A a to a a m Ir 0 1 w a f" wi 11 7� - - - - - - - - - - - - m � - - - - - - � - - - I - - - - - - � - - - - - - � - � - - - - - - - 4 I - - � - - = ;i - - I - - = � � - - - ; - 4; I - . - I � - - - - - - 4 a - m M - � - � - - - - � - - - - - Z.�� I lIlIjI.i­ III II I lo I' 111 I I I I I I , I ,111[1111 I III I il�llllll! ... o"u"i � allowwwoollawl ill 1,111 IIIII 11 I ... ',I I I I I I I I 11 11 I 11 11 I I I I I 11 I I 11 11 11 I I I I I 11 I I I Hill ill I 11 I 1111 111111I I I fillil, ,!I 11111111 I - - - %W i - - = .' ENGINEERS I PLANNERS I SURVEYORS � - - 115 MucKenan Drive Cory, North Carolina 27511 .li,iii"WI.o... .-I'll,il . ... ,I'Hoill, I � 110! lo I I 11 oll.11111 I I 11 I I I 11 I I I I I I q I I I I ill I 11110111iiii, Ill, 1111111(w J, alliall"jili"I'lloall"oo, tel: 919-469-3340 www.withersrovenel.com License No. C-0832 011wallwial'AmAwwolal, 4 1 11 Will I 11 Il AjI [ I lk 11I 11 [1111 I I 11 11 I ill IIIIIIII I I Hill 111111 III 10111 1111 ill I j I ill I I I I I I I I 11 11 11 I I I I - . - - 11 I I I 11 I Hill 11 I I I Hill ill I I 11111,1111 � � - - Ill 1111 Ill 1111 I - a W a z a_ 0 0 N N 0 A 4 I 0 w g EL w 0 z 4 41 i c.� / w a U 0 0 Z J O Q U 3 N x _ E 0 U I c O N a I o) 0 N o m o 0 N i i IrFC V, LL SEE DE-AIL SHEET 7 0 OVERALL PLANTING PLAN SCALE V" 30' 0 TYPICAL PLANTING SCHEME A SCALE 1 " =10' 5' WIDE SIDEWALK TURF CHATHAM PARK COLLECTOR ROAD - MASTER PLANT SCHEDULE INCORPORATING 1 "' -1.5" COMPOSTED 02.24.15 PLANT TYPE QTY KEY BOTANICAL NAME )_ COMMON, NAME _..__ ROOT CALIPER HEIGHT NOTES BALL FLUSH WITH FINISHED GRADE 12 QUS Quercus shumardii Shumard 0a,< B &B 21/2" 12' -14' MATCHED TREES ACCEPTED IF THERE IS MORE THAN ONE LEADER, UNLESS THE TREE IS SPECIFIED AS MULTI - TRUNK. 1 I} DRAINAGE EXISTS PRIOR TO PLANTING. 5. STAKE AND GUY TREES 3" CALIPER AND LARGER 14 QPH Quercus phellos Willow Oa =; B &B 2 1/2" 12' -14' MATCHED 25 UPB Ulmus Parvifolia'UPMTF' Bosque Eln° B &B 2 112" 12' -14' MATCHED UNDER - 7 LIM Lagerstromia indica 'Muskogee' Muskogee Crape Myrtle B &B 2" 8' min. MATCHED STORY 5 PSO Prunus serrulata 'Okame' Okame CbE ~ry B &B 2" 6' min. MATCHED TREES 12 LTO Lagerstromia indica 'Tonto' Tonto Crab} Myrtle B &B 2" .. 5' -6' MATCHED SHRUBS 24 CSK Corpus sericea 'Kelseyi' _.m . _. ..._. ... Red Twig I)­)gwood CONT, _ ... .... ... 3 Gal. 18 " -24" 30" O.C. & 32 STO Spiraea tomentosa Steeplebusr CONT, 3 Gal. 12 " -18" 30" O.C. GROUND COVER . .. . . . 32 CAL Carex lurida Shallow S€ e CONT. 4 " Pot 24" O.C. ORNAMENTAL 64 CAK Calamagrostis x acutiflora 'Karl Foerster' Karl Foerstc� Feather Reed Grass CONT. 1 Gal. 18 " -24" 24" O.C. GRASSES _ _ I 4 " -6" CONTINUOUS & 72 PVM Panicum virgatum 'Heavy Metal' Heavy Meth Switch Grass CONT, I Gal. 18 " -24" 36" O.C. AROUND ROOTBALL GRASS LIKE 40 JUE Juncus effusus Soft Rush CONT. 4" Pot MULCH - 3" MIN. 24" O.C. (SEE NOTES FOR SPECS) f �. PLANTS 24 JHH Juniperus horizontalis'Hegedus' 'Goad Vibra';ons juniper.. CONT._ 3 Gal, 18 " -24" 48" O.C. TAPER AT EDGES 24 LCC Loropetalum chinense `Crimson Fire' Crimson Fi -e Chinese Witchhazel CONT, 3 Gal, 18 " min. 36" O.C. 96 PAH Pennisetum alopecuro €des 'Hameln' Hameln Fe ntain Grass. CON T, I Gal. 18" min. 24" O,C, EXISTING GRADE = _ — HERBACEOUS 54 RUD Rudbeckla fulgida 'Goldstrumi Black -eyes Susan CONT. 4" Pot 24" O,C, (! — ( �I I i I � UNDISTURBED SUBGRADE I I PERENNIALS 48 NAIR Narcissus species Daffodil BULB 24" O.C. i —� (( I ` OR PLANTING MIX (() I (I I�! (( ( (�I I I � ( FLOWERS j I A MIX OF 2/3 NATIVE OR IMPORTED SOIL AND 1%3 ® - J PINE BARK MULCH OR SOIL CONDITIONER. BACKFILL: AMEND THE TOP 6" BY INCORPORATING 1 "' -1.5" COMPOSTED GROUND BARK OR OTHER SUITABLE CON- ` ==INER GROWN PLANT - PULL ROOTS ORGANIC MATTER, OR PROVIDE NATIVE SOIL OUT +uF BALL OR SCARIFY SIDES, SET TOP OF WITH A MINIMUM OF 5% HUMIC MATTER R004 BALL 1 " -2" ABOVE FINISHED GRADE FOR B &B SHRUBS, FOLD BURLAP DOWN 2"-3" u tiREDDED BARK MULCH INTO GROUND AND SET TOP OF ROOT DO N'-.T PLACE AGAINST TRUNK BALL FLUSH WITH FINISHED GRADE FIRM µ`_DESTAL UNDER ROOT BALL _ AA } 12" DEEP - CULTIVATE ENTIRE PLANTING I BREAK UP EDGE OF I k `t ! I I AREA AS SINGLE BED WHEN PLANTING PLANTING PIT MULTIPLES (FOR LARGER SHRUB ROOT / BALLS, MAKE 4" DEEPER THAN ROOT BALL) Will V U 1 11111111111111111111111111 IIIIIIIIIIIII a III IN Ip IIIII0111WWll I I IIII I III IIIIIIIIVIIIIIIII0111YIII IIIIYY.IWItlLL411111WINIYWWl uVUW�WIIwIIIIIYIIIIIIIII VIII II IIYWOIIV IIwttIWW1411 III LUU IIII LLIOIWYY11WIlalilwtltlWWWIAYVl10Y "d'q N, Revision [date By W Il tlII WWI �, III 1101111 1'. I a Wl i i I, l „ mwwpuwWw m Al— -.:i 1.. tiS�WWIVi11Vtll'dlll 14 WI,II,I1WIdMWiWlW!IVIW Designer Drawn By Checked By EXISTING GRADE — ",NNUALS (POTS �.S SPECIFIED) OR 1" ROUND "OVER MULCH - 2" MIN. (SEE NOTES FOR SPECS) 4" DEPTH "V " CUT AROUND BED (TYP.) I— III —i 1 4 —al I i--�-1 I I —I ® III — III — III — III — III III — III —III —I I 01 I ! I I I I I O .! I I I . I d d I l W I I I I W O4 W 1 1 1 1 1 1 1 I Ill ,I ,I I IWAWIII III II III ❑111111 I.III. I I .Ltlll I 1-. . 11111111111 . - 1 111111II I II I VI II IVI 1111111 . .. . . . . . I aI 1 I 4V. . I w' W l NI I .1 1 1111 u u I ,LL�.ul wwl�iq. TREE WELL — — — SEE DETAIL SHEET 12 LTO h , MEt�ICAL OFFICE.. TREE PLANTING NOTES: 1, REFER TO SOIL MEDIA DEPTH AND INSTALLATION SPECIFICATIONS IN STORM WATER DETAILS FOR TREE WELUPLANTER PIT PREPARATION. H S PLANTING SITUATION. FOR STORM WATER TREE WELLS AND CURBED PLANTERS, THE TOP OF THE ROOT BALL SHOULD BE PLACED AT OR SLIGHTLY }` ABOVE FINISHED GRADE. FOR TREES PLANTED IN ALL OTHER PLANTING SITUATIONS, A MAX. OF 112 THE BALL SHOULD BE ABOVE GRADE. t IIR.. .. .. i 61 -11 \ ACCEPTED IF THERE IS MORE THAN ONE LEADER, UNLESS THE TREE IS SPECIFIED AS MULTI - TRUNK. 1 I} DRAINAGE EXISTS PRIOR TO PLANTING. 5. STAKE AND GUY TREES 3" CALIPER AND LARGER PER SPECIFICATIONS. - REMOVE ALL BURLAP, WIRE, STRAPPING t t t t 8 MULCH - 3" MIN. (SEE NOTES FOR SPECS) q TREE PLANTING NOTES: 1, REFER TO SOIL MEDIA DEPTH AND INSTALLATION SPECIFICATIONS IN STORM WATER DETAILS FOR TREE WELUPLANTER PIT PREPARATION. 2. BALL DEPTHS WILL VARY DEPENDING ON PLANTING SITUATION. FOR STORM WATER TREE WELLS AND CURBED PLANTERS, THE TOP OF THE ROOT BALL SHOULD BE PLACED AT OR SLIGHTLY ABOVE FINISHED GRADE. FOR TREES PLANTED IN ALL OTHER PLANTING SITUATIONS, A MAX. OF 112 THE BALL SHOULD BE ABOVE GRADE. 3. NO DECIDUOUS OR EVERGREEN TREES WILL BE \ ACCEPTED IF THERE IS MORE THAN ONE LEADER, UNLESS THE TREE IS SPECIFIED AS MULTI - TRUNK. 4. CONTRACTOR TO VERIFY THAT ADEQUATE DRAINAGE EXISTS PRIOR TO PLANTING. 5. STAKE AND GUY TREES 3" CALIPER AND LARGER PER SPECIFICATIONS. - REMOVE ALL BURLAP, WIRE, STRAPPING OR TWINE FROM ROOT BALL NATIVE SOIL OR IMPORTED BACKFILL - SEE SPECS. MULCH - 3" MIN. (SEE NOTES FOR SPECS) 0 TREE PLANTING DETAIL NOT TO SCALE 115 MacKenan Drive 1 ary, North Carolina 27511 tel: 919-469-3340 www.withersravenel.com License No. C -0832 V I,JIVIYI VWWI W.IW. iI -..11 —11.11l, 1, ,wllwil 1.1111J11wW 1,11 11111111 IIJ 1 111 IJlllll 11 hill 435, 0 20 40 60 BIO-RETENTION PLANT SCHEDULE cr TREES QTY KEY BOTANICAL NAME C'OMMON NAME ROOT SIZE NOTES LOCATION 2 ARID cj� . .... .... B&B 2- CAL; 8' HT MATCHED SPECIMENS BIO—RETENTION CLASS Ill SHRUBS RCP 11111 11 1 X11111,11111111 111 1111 11111 1111 111 1 1111 11111 111 Hill I I I 1111i III III I III 111 1111 JAIIHIModiiA I QTY KEY BOTANICAL NAME OMMON NAME Na Revl Date By D*w 9 scak VIBURNUM DENTATUM ARROWWOOD VIRBURNUM CONT, 3 GAL./24!- MIN, 4' O.C. BIO—RETENTION 8 MYC MYRICA CERIFERA OVAX MYRTLE CONT. 3 GAL./18--24!" 4' O.C. Do 10 ILG ILEX GLAB NKBERRY HOLLY CONT, 3 GAL./24!' MIN, 5' O.C. BIO—RETENTION COLLAR REBAR. CONCRETE Oil ty NTS Ila III milli 1.11111111111111 111111JINH111111 111101111111MI 1111111 1111111 110 RTO Z040.0 m ...... .... ------ . . . .. . . ....... . .. • NTS. CONTRACTOR TO RAKE ® BOTTOM OF INFILTRATION PRIOR TO INSTALLATION ____ hAIK1JlkAiJhA na- oil irwirwimr, QTr)Kip7 OF WASHED STONE m H M. Am SO =I BALL + 1:r A V ZR TREES QTY KEY BOTANICAL NAME C'OMMON NAME ROOT SIZE NOTES LOCATION 2 ARID ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED Ml B&B 2- CAL; 8' HT MATCHED SPECIMENS BIO—RETENTION CLASS Ill SHRUBS RCP QTY KEY BOTANICAL NAME OMMON NAME ROOT SIZE NOTES NOTES 9 ARV VIBURNUM DENTATUM ARROWWOOD VIRBURNUM CONT, 3 GAL./24!- MIN, 4' O.C. BIO—RETENTION 8 MYC MYRICA CERIFERA OVAX MYRTLE CONT. 3 GAL./18--24!" 4' O.C. BIO—RETENTION 10 ILG ILEX GLAB NKBERRY HOLLY CONT, 3 GAL./24!' MIN, 5' O.C. BIO—RETENTION m ...... .... ------ . . . .. . . ....... . .. • NTS. CONTRACTOR TO RAKE ® BOTTOM OF INFILTRATION PRIOR TO INSTALLATION ____ hAIK1JlkAiJhA na- oil irwirwimr, QTr)Kip7 OF WASHED STONE m H M. Am SO =I BALL + 1:r A V ZR Effissimm DIG WIDE, SHALLOW PLANTING HOLE WIDTH= XXWIDTH OF ROOT BALL UNAMENDED BACKFILL NATURAL SOIL LINE BREAK UP EDGE OF PLANTING PIT. TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL LEAVING SOIL PEDESTAL UNDISTURBED. CUT AND REMOVE TOP 1/2 • WIRE BASKET, TURN DOWN 7DP 1/2 OF BURLAP; REMOVE ALL CORD & TWINE FROM BASE OF TRUNK; IF NONDEGRADEABLE WRAP 9S USED, REMOVE COMPLETELY. r MIN. #4 REBAR 'O—RING' 1 2 MIN. (ALL SIDES) CLASS Ill RCP e en 91 NOTE: INSTALL VERTICAL DOWELS IN FOUNDATION CONCRETE AS HOLDING BARS FOR CONCRETE COLLAR REBAR. CONCRETE COLIAR SECTION NTS Effissimm DIG WIDE, SHALLOW PLANTING HOLE WIDTH= XXWIDTH OF ROOT BALL UNAMENDED BACKFILL NATURAL SOIL LINE BREAK UP EDGE OF PLANTING PIT. TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL LEAVING SOIL PEDESTAL UNDISTURBED. CUT AND REMOVE TOP 1/2 • WIRE BASKET, TURN DOWN 7DP 1/2 OF BURLAP; REMOVE ALL CORD & TWINE FROM BASE OF TRUNK; IF NONDEGRADEABLE WRAP 9S USED, REMOVE COMPLETELY. sw- HIS I DID I'llial 1W '161 1 ol DID I IIII 11 1 ki I JqlllwIl I IIIIIJ1101 1 10 Di'llill IDU III ol I I Ill 11 1 111 Ili 111111 I III I will, sli I I ii I I I W III III Dill 111111111 ir MAX 4 ;1 d. IIJIIIIJatl WYdu WtluIIILIYNI .1111.1 IMIWI IIYGN 11 3' WK Is CURB CUT is" MK o CHECK DAIM Al 2' I. MEMO SPLASH PAD 70 i CUT #4 ROM J* ...... QRWWY CURB IN ALL TREE (SEE MIT SECTIOH) VARIES WELLL 7- SLOPE PAD TO CUM FROM 1 A A , (PER awss UK III WASHED COOKE OR RIVER ROM GRADE POINT -7- SAM PAVEMENT suewAx PER TYPKA L seCTION sw- HIS 24- (MIN) ir> %)ERIVIAIN Mhy BE MAIM Him I MIN. OR TO ,INDEWX am SW-2 . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. 11 WIDU iAl It Ili 11Wi ll UW III I I GENERAL Cm m Tim 11 1 DID, 11 11 1 1 rwim-A on W71IR F PEMETRAFION AIL) Km CURB t*-2* AI FOR ME-IN AT TWICTURES 70 MAWAIN I Ix SLOPE THFAX)CHOI (T"404L, ALL) TRENCH (SEE SW-46 UIE TO STORM MVJCnW IF no DOWNSI PLANTERS SEE PLAN F(A Lol -4 SFW-14 V` WE NOTCH FOR FLOW THMM 2' vim, ir MAX 4 3' WK Is CURB CUT is" MK o CHECK DAIM Al 2' I. MEMO SPLASH PAD 70 i CUT #4 ROM J* ...... QRWWY CURB IN ALL TREE (SEE MIT SECTIOH) VARIES WELLL 7- SLOPE PAD TO CUM FROM 1 A A , (PER awss UK III WASHED COOKE OR RIVER ROM 24- (MIN) ir> %)ERIVIAIN Mhy BE MAIM Him I MIN. OR TO ,INDEWX am SW-2 . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. 11 WIDU iAl It Ili 11Wi ll UW III I I GENERAL Cm m Tim 11 1 DID, 11 11 1 1 rwim-A on W71IR F PEMETRAFION AIL) Km CURB t*-2* AI FOR ME-IN AT TWICTURES 70 MAWAIN I Ix SLOPE THFAX)CHOI (T"404L, ALL) TRENCH (SEE SW-46 UIE TO STORM MVJCnW IF no DOWNSI PLANTERS SEE PLAN F(A Lol -4 SFW-14 V` WE NOTCH FOR FLOW THMM SPLASH PAD (SEE 9") sw-1 I I I D i l l , , D I D I i 1 011111111 NYuuYWYlNiIAWIYypOVIIIII11Y4ll lllllp ldlldlWllll IIIIIIIII III VIII IIIIII III IIIIII VIII IIIIII II II 1111 .111111111111111111111111111 II I IIIIIII III III Ill.( IIII I, ■ .1111 I. 1111111 I 1 111111 I II 1111111 IIII IIII II III IIYII� 2' ir MAX 3' WK Is CURB CUT is" MK o CHECK DAIM Al 2' I. MEMO SPLASH PAD 70 $ FORMWATER FACKM #4 ROM J* QRWWY CURB IN ALL TREE 12' ANN WELLL 7- SLOPE PAD TO CUM FROM 1 A A , ALL SOM UK III WASHED COOKE OR RIVER ROM SPLASH PAD (SEE 9") sw-1 I I I D i l l , , D I D I i 1 011111111 NYuuYWYlNiIAWIYypOVIIIII11Y4ll lllllp ldlldlWllll IIIIIIIII III VIII IIIIII III IIIIII VIII IIIIII II II 1111 .111111111111111111111111111 II I IIIIIII III III Ill.( IIII I, ■ .1111 I. 1111111 I 1 111111 I II 1111111 IIII IIII II III IIYII�