HomeMy WebLinkAboutSW3190601_Plan_(Set)_20200311GRADING
AND DRAINAGE
LEGEND
Boo-
PROPOSED
CONTOUR
.----I---.--.- 800 ---- --- -
EXISTING
CONTOUR
PROPOSED
SPOT ELEVATION
�rB00.00
(FLOWLINE)
wi
CATCH
BASIN
__
_ RCP
PIPE
- OIL -
LIMITS
OF DISTURBANCE
- -
MAINTENANCE
EASEMENT
- -
- 30'
STREAM BUFFER
CB
CATCH
BASIN
HP
HIGH
POINT
LP
LOW
POINT
TC
FL
FL
OWLINE
HPS
HIGH
POINT OF SWALE
0
XHP
HIGH
POINT
. ..... �,Wf)ltll llUlHC014llCl,Slli88uC. 111C. � � � � � � � � � � � I >_
I ____ I / lllv=lu4z.7 \ . D�B. 504J, PG. 756 Do
, . '' :1 ��T;, D,B, 5482, PG. 437
______� 11 ; () -, S., - S.R. # 1315 M.B, I, PG. 705-706 0
�N� - I I I / , , �_l f_,Rlt;�6�-�,81 YARD INLET OVER A - 06-156-001 NEW TOWN ROAD CN
"I � PIN, �K I I I
__�Z_af\ll� , I _,_�; " - RC "I " i , v .T.tl. DOGHOUSE JUNCTION BOX I - - - (80'± R/W - WIDTH VARIES) - PIN: 06-156-OOIA RIM-O! ZMH I -� -� -� -� --, '1�
, �w'
, �w' :. - 1202
___ ___ V_ 20' SSRW -03 5�. , g�:. 13 1 441;"B M H6
�'..7.W
.7 1 a- -DB-2H9 JB A - �H (2Z+ PAVEMINT - WIDTH VARIES) MM-627.16 �Q " MI-60172 SEE CT - ,3,� GRAVE ,7, " c) " - C,� 0 <
3 1 RIM: 6 RIM-W.W I . 1.1 : I WT-� 3 .-.11.
N.031 �_ .� - FOR CURRE D / w
CT 2 '38 __16Wt WT 6D 36 - - T-�2.W /
-_ ,-It DRIVE
1� � I UE - INV 1=645'.6� (C% jjCDOT PROJE .3201 - MT-6 low _� C/o - - - -
:�D <y _4 I- - ..-.�._W-___��- �_ - -n
� -I- - _ �� - NNV�;,
Cp I - - __ - - - - _� --------- �� - . I -, - -_ - . -
::�--Fgl� - - I G -'�-----�04 _�_ - 11 --- -
GR-65t7gl I I -_ r r ;___ "!;-:= . M:�,�,� ;- - I -- -FO--- -_
� C� _ It - �Q�j a - �_r - '0�__ql_= 7F5!
/ - 11 �_ __ ,INV-uj .ZE �_ -FO-FO- - - FO - ITO -----------I- r u - - I � rt. - --- / - RETAINING �_fp
7 � vf�__ 6
= M / FO I "" �� : � I - TW=61254 �
0 -1 8'4 1 1 FO--f -FO-FO FC I F - I FO NING I f
I � I f-L- T 11 - I I � _________�\ - I ---, - � __ - -_ � :0 d;: - I � " D' /
-1 - - - � I 9:
- LOD ----7� LOD
8 I CD I Ar- _ - - - !I--- - - ____ , ::� � I I i I B"CINA I I . 11 I ,": I 11 =0u* 40
OR 655,27 72 LF OF '4- X�� - ;�_�=_ - - 24"RCP Np� -uwwAV:FI - - L / (/�
// IN= 152.3 z � LOD -LOD -LOD - D -66 021_� - - _�Nv LLJ U) L�
4" RCP 0 0.50% ! LOff=--_-_-t=XQn . - - IN I 6m m _ V) Lj �
� I - - I _ -, I _, - T - � - - � I � �n (/)
I I � _/ I __ I - -1, - I -OUT--603.00 k . � � <
I
I I �v 11 - I ll� _�__ - - �777__ i � - � - - 7, - _,� " - - -1 I � " I �, 1, I I , NV 1. I �__ _z < - -)
I � , 5, � � - I - . , I _ - __ INV- -/- T �11,�', , 1� " � " ,,, - mw - - - - - , I I - =�_7L, _ _ Rl -61ZBI = = z r
-
- - - - T __ 14,�� - - - I ,t I I I � - , -1 __ - __� ___ _-��- ,1-1�-- _� -&�Elz -- , , - �� =W.� LL1 I L� LLJ LLI a- w)
I- - OF' - -D
� c + ---- % ' ' *7' - Dpf- I " "I I I
: r�_ �_ �-:�, I IILL_�=ticl_ , _- 640.05 - \ �� �� I _,� I � ,� � �\, - I . 6. w,amz � :�E -2 LL :� :2� Z
� _- - , - � - �_ - ��'�� - �,', ,, -,""' T , ,- �� � - , , � I - - __- - __ ___ % , I � ",`, " - - II'LF I % H 1� =) _
� -
%
- \ - -
" L - \ 1\ '�� " \�, � , , �- - I = LJ U Lj u�
I - - - _ - - 11 _% �'( ,, \ - -11 -_ , " 1 1 0 (C - 3 \ :�i :�i 1� 0� 0
1 - � -652, .- , , - - -_ - - - -_ - - \ \ , � , I - � \ I - --- � %, I,- � - - - I u I<L;t-1 a 1.01j/. , 0 -
I __ I , __ -- --653- - - __ " , I (� TI _ , , �, I ___�, - -_ ____ ____ -,� " , �` ,, , ,CB--34 - IN�VJN 6 1 1 0 (C 3\ \ C� 0 (-)
� - - - ""', � I I � , I (-)
- - 64vo- (,JB 03)-r,54- - - " I � INTO ROADWAY , , � � �,< I - -_ --__�� __ ----, '� % 6 1 , I k =
__ _ I _____� 1 1 5 � " RCP TO E - I 1, , � T - , -- ,-- __ :�: __ ,_ - - 6 11 -
1 6637-_-==��% S-01 ,-, _ - 11652,---- --- �- _ , � \ �l ,�_��_��__,� ,\ ��, -� ,
I - , ,
-
-
-
� __DV�648��- - I I I
� �� _", Tl I - 'T_ 7 \ \ I'll ? , , � - $
� I , I Wl. 46. - � ,� I �"" \ , I I ___ - I 1�'\ �, \ � �', �!_ � _- - _. - ,� - RIM- -13.16 ' , Q� < 5:
x�__Z_,��e ��7:1�, �, - -, -- --- _�, I- T I- 1, � __ - - :_ ___ -_ - I �l ,,57, �' I � < LLJ
� :�-655 -_ STORM DRAINAGE. INV 'IN'- 602.82 (HW-2) 1� I � \ 3� 3: 3: 0�
I T - - , ''I I- --- , � ll� 11, - - - \1 / -,/ I L� �_\ a- (L :� Lu a_ 0- 7F
, - - INV OUT: 602.82 (CB 60" RCP 0 1.50% ti \ � 0
, �\ � - ", _- - - \", � 1�; % % - - 1, -35) / f \ - U 0 0
T , " * I I - - 11 -�_ al 'i , "p �_ � " '
T �,,� Z, � - __ ''I'll - I -i-- , I _[. \ ,5� , I -_ I
'' - ,\ -1 1)0, / I J, / * \\ Z L-1 0
1 ,�', , , \ Amm� I _____--� � " D _D =)
, \_,7� _� _.ri%
fl 1\1 \<,� - - , / 1 _44 LF OF I L�j
, I T -\ ��'�e " "- ", / , , I us I EX 'a �)
_', \�, \\,S\ \ � -_ - i " RCP @ 1.00% � I &B 35 I_
1� , , I % I - ,\� A: 613.9 � INV= 3:
\11 " - ,,�, �� ,�-,`� , , '�T - --I;_ 15 1 o6' I �,l N____E0y_ �/ V� Cn
"T'-, 11 -1 �-, ----- - - - � I , - ,( 1, CB-38 / � / - � I k F -
,
I _�I� I & �
. / �l , ',��,�, ' I " �, 2
:1 ll� '' -1 ' � - "w',, -\ 6,
- ,� I I , I �_ - 65,3 i 0 RIPARIAN I ," I 1 llik 02.2
�/ .� & '' "\ �,�,', , \ 1, I I ' \��_�- - __ : -_ -_ �1; � �� - 1, RIM: 651.38 BUFFEI� , " , 'I , / _ VO2.1'07 (HWII-3)
, I
�, I YD-5 I ��\ , I , i� & .
- - - - L '71
-
I � x - ll�_�__��, ,�i Mo INV OUT: 647.94 () -_ - � 17�' ,�, il- �,; llll.�
� '' � - "'�ll I __ - RIM: 655.98 - I �__ I- -, - I- - � i ' ; � � r / (x - ,- I I
, , , , - I 1� ,, - First Baptist Church of -_ - - - /_ 1, ,, Q� - � -
� I 6 , RETAIN11 G I 60.46 (YD-6) - --�� -_ 14,-, L � --- - -_ % / ,\,* ,(IV i 'I\--- --- T-
, � I % � INV IN: E 654 1 I ESS -- - to (13
) IN I (JB-'l � WALL ' CB-12 1 � INV OUT: � 650.415 (YD-4) - - - -_ - - III Houstm - __: / � v I I I I I I
I � I I;, I , C) & % -
� "I � 11IJ - T I I I i - I INV OUT: 651.30 (YD-5) , , - - , i p 6
_ I
- ( , % // - Y , � I I cl� 0 <
:I_ (�/_`�/l I REIIV654.80 PUBLIC ACC �%
, I
I / , ," 1� � � � i T", " RIM: 656.37 , , I � - - I _��!,_: I I I I CB-22 D. B. 4,3J, PG. 342 ROAD --- - , / , ///'�llll 1 T9 ,�5 . 11 LOT 1 I m co r- z
?;` I 11 INV IN: 6'51.23 ( � I , - - I 1, II \ ! - � I I I _� - � 0) � �
C) I I I (!�n ) 1 % § -13 RIM: 654.83 PIN: 06-156-014 60 & (R-O-W VARIES, 6U MINIKLTMY
, I -11 I '� -01,�TPARCEL #1- 1,� - I ____ & 61po I
I � B -1- -, -_ - - � i , 11 IIIil RIV:�<65.03 I I I -i KamnD_Andxa,�
I . � ! I I T Q � C � li - - - - - _ -_ - - IT, , % - - 64962 (CB-13) 06--156-014 70 _ / ; , 0 %
ii 1 88 LF OF ,l INV OUT: I � 651.23 (CB 13) � - �5,000 AX.-- - 1111 � IN N: KO.41 (CB-12) INV IN � 11 I a ��
; ; I i I/ 36" RCP 0 0,50% - _OUTp I _SF M � INV IN; 648:09 (CB-19) J, lll'� , // 03 �7�1 �; , 'I---- -1- -- - _._______ D. 8. 52,98, PG /, -
I , I __ ARCEL #2' " " � I - ft� T ', : : INV OUT: 6 ( 22) / 81 LF OF - __ (0 61
1 6111� 3"AX. BLDG_HT ", G
11
�
I ,� lJB_I - __ - --MAX> ',, , I I � - 1 � � � i : � I INV OUT. 648.09 (CB-23) - - / J$r�,,- 6' �� / - 06-� 75C , L 0
/v , - _j , 15" RCP 0 8.34% �'," P/M ) ,; �
I
I , 1 1 � I � , RIM: 659.54 -_ 3 USES - i _PARKIN�PERCODE ';:, '. J�5<� - 8 �� �
// ; / I - - __ " ,�� I O) - ____ � � ;,g � �l WET POND 2 243 LF OF I I �- TREE - I C
- "I D I I �l
.1 ... I - I , I I 1 -3) 61 SFMAX , I I - -- -- 1 -1 ! I I 1: �, I I & � PRESERVATION 0 . U 0
j INV IN: 649,35 (YD , 16'r LF OF �l DRAINAGE CB-31 /`�__ z
// / / - - I I
� �,M�00"� I - 0)1- - I I I z �)
(1) � IN=662.27 - / 1 , INV IN: 648.44 (YD-4) - __35'MAX. BLDG. HT /, � I , 15" RCP & 0.501. I 1 :1 1: I:; I I I REA 1 F36" RCP 0 0.50% 1, , AREA Lm 0
1 1 : � - 161 LF OF � 1 161 LF OF RIM: 635.58 1 To /
< � OUT=662.13 __ � / // I \ t, j I 0 ", �
i 1 1 - - RCP 0 0.51% . , , - -30) I,- 1� ('3" -32 ui I
z , , / I _y � �' NV OUT: 648.44 (OUTFALL-2)PARkING PER COD�0,'r' 1 6 1 '15 1;, RCP 0 0.49% 1 : � CB 24 INV IN: 631.84 (CB � 61 - CB :�
, Q - , I � , , 1p q; I I I I I RIM: 654.11 0 �
< �, Q I I - /� �) I " - I I � __� � � � *�. , " " INV OUT: 650.33 (CB-23) INV OUT: 631.64 (CB-32) / (9 - / I � RIM: 628.80 _31)\ 1 L'i
Ddividl-lenderson // - I - m - � - - - - ,� I I , I I OD 0 � w rl
Of <� " WET POND 1 - ��,,,/() 0 1 - ,:" 11 I - - _ I I 1, �'<9 �_ 110 IN: 624.86 (CB < � �
C, C - , i " 11 . I'l - 2:3 1, - - - - " �� , � , - -_ /I 11 F3 < I
0 D.B. 5760, PG. 451 _7 1 , DRAINAGE AREA ,,,, - � - , - IT I " 1� ___ ll,� __ -, ____ ___ I LOD 1 102 LF OF 01D, INV OUT: 624.86 (FES-1) 0 -
_ � 1 - -� -11 _� - ,��%, -- _� 1 15" RCP 0 3.40% 15" RCP 0 4.147 51 � / -: C)
1
[2 - M. B. E, PG A2C5 U , , 31 LF OF I 119 LF OF m � ,A, - I - I ,�C���` --- - , I LOD , T, ____ 7 � :E
Z - I : I i , I 1 24" - -_ i � - , �, -�,' I � I I , I 11 I I � - -_ - _\ I I I , _v v) 6 0� u
a L / I I I I ;� , I I I '_ : � ,` I I I I m V)
11 , / I , / , -1 - I - --- -_ - __�, - .. I I I , � 1 '6' ' ' , , I � I LOD I I CB-23 ��, 1�01 'I- < 0 . . 2�
-2) 4.4� _� K .11 I I - � I - � � 1 '5'6' \ '�� '_ \ \ ' "I 1 1, z LOT 1 0 � x Q�
.� - � - I � RIM: 653.62 _t? -
L -
< 7� PIN.- 06MW �%r ��� 'lz � 6' 1 � " I � _-RCIP 0 5,00 - - � 1 18" RCP @ 0.50% - , - \66,, 11 / 61 -_ OD n < 0
INV IN: 650.92 (YD � ; I 1%� I - "(b ,I
(D I I � 11 , I
z INV OUT: 650.92 (Jo- i)� � _�', - I I I I / -, �� -_ --- -_ - --- __ .- --- - I I I I 4 i, I � I I i \ � , `/ I i \ 11 I I Itb 36" RCP 0 0.50% 1 L ""\ GlenSflidej LLI
C, � _) 1;� �� / I," / / 1�,& LF OF - - "" - 1, , , I -1 __ � - - I \� -\- I INV IN: 646.87 (CB-22) r / �� I Z , � =
-
- - -
1, � / I 11 11 / T'll I I YD- 1 4,, /I 1, � I I �,,-_ - _', ___,,� I __ u� - "�_-� T - ��'T - % " / , CB-26 �l a D.R. 5658, PG. � - - >-I
-, ,;�- _-�� 11) � 1 24" RCP 0 0.50% 1, � - � z: ,
L� , , , -t I <T � I , ___,� - "\ I I ", , - - --- 11 I I , �l :,�, INV IN: 646.87 (CB-24) RIM- 650 48 � 0 43 & ��, � 6 Z Cn 0 LLJ
(3 0 A.� ,� - // I � \ I I I I - 'I-, �, I , "W I I I - - \ \ I-- - I kV IN: 646�87 (CB-37) INV OUT: 646.80 (CB-25) 0� � �
_ , ,:Z� � I RIM:,, 657.56 1 I'� I - " I/ � I I _� I O� 1'o� I PIN: 06-15 -,36
0 , - __� \ I , 10 � 0 -z N :5
1 1 1 � " [ , I - - , I 1, ,,, I I I - � I �
0 � 1�_4 .-�, ;�l / ( 1 I / , , I �"l - I INV IN- 649.87 , (YD-5) 6,15', \ - I ", I" � / I - '4�,._ � li __ \ \ � \ � � I ,� - IT - , I - IRV<-�qUT: 646.87 (CB-25), z , I I ______� >1110%
(�l `7 1 " I I , , / , , 1, - I / , &
, � _,�7 / , � I I � I 11 I/,- INV OUT: -649.87 (,JB,-"l � , I :1 , , I/ 1 , -11 RIM: 653,75 1 1 T �,._ , .1, , / ro - T � a: LLJ
0 � ��, ,, W, I I I I I 11 I � ��( � I - " ,_ 7 � �- I- , , - I � �, ��
� ,_ I", _, - , I I I � i I �
4 i - 'INV IN: 650.,�5 (CB-20) � ; ) \ \ [ I � , , , TREE I : LLJ u�
, " - - - __� - i r) � 15" RCP 0 8.64% � � 3:
1 1 1 , I i � � f7l, ,F � I- __ I " 4 ; , i 0 1 pr� F- §
- 11 , I I � , I � � I
0 D 11 � ) \, ATION 0', ��:
,� Cc 0 .;�.- 4p, t, �_ � " LITPARCEL4�*-, 0 1 1 -- � j, ,v a)
0 1 � I � /�� - m 1 � 1, / 1 �5�RCP @ Q.507 -- NV OUT: 650�45 (CB-19) i I I ��,_ ,I I �
Q) Q_ /I , % � I I , I " " � I C� I , - - el I �l I - 11 - : . , 1, � I / � I � > L,j
U �� Q-)* / I / i � / O�;� - � , I- �:, _, _ - 4T ,
7 �, � - - � ;l 1, , �, , O L - OF , , / > ; - I I I I -
U � /1, . ( ; _ _/ / 6,0 SF MAX -"i ; I 11 11 , � Z I i �� , I I", I I - _ I ,-,- , ", - I I AREA 01 I I I ,� I I y � 0,
� 0 I I'' 11 I - , � I I
I I I" I I � I - 0.50% 1 , I I � I I 11 -1 ,_: '' - , � " I ,, � & / \ I I 1, I I -
I
0 - 'Q: INV=666!� / 1�� , I I (, �Jb-'IVIAX. BLDG__ I (0� I I ,` , I I ; ''I 15" RCP '6 _, , I / � I - � - - - _, I I I , , \ �
E CB I � v , I I I I I , �,l : 1412'�l � I I \1 �� ,,, - , �, , I I I I " , , I 'I', I I 1, I , I ",,T , I I I I I � co > ..
a �, ,_ GR=670. _�� /_ I 11 , R*, 660 22 , �_ � I ,, T �, 8 1, I �010' - " I I I I , I I "� � ,�� i - LLJ __1
S. � � (,P�F�!NG PER CODr- - -- - #'j F C - 20 -I*- I \ ) I 1 , I I I I � , I , / , " /� I , , - I 11,_ " , �\\%V, \� � i � i � I I i 0 � z
a OVr=66 - - 3 1, I'll I INV IN: 651.57 _. , �1_ _ i : "I I " i ,, I All : _j 15- RCP % P. �m I I I � , _', , I , I / 1'� ,, � � � 1\1 ��l I 1�1� � ��:: , E � � 0
�, , I I I I / � I I I RIM: 653.77 �l I I - I I �, ,:� UU�,�Nl� X� FIES-11
I 1��, INV OUT: 651 -3)-, 1 � \ 11 / , - , N ��, 11 �� 1,24 LF ,OF I , I/ " �, 1�1, I - I I I _-v
'� I
, , " " I I I ,11 - - - RCP 0 1�SO�( , , �� � ��I��� I ,I I � m !INV IV: 614.60 (CH-32) R � T:
1- I - I 11 ,,� - , i I I I/ , , ' " �� �T 1, I 1, I I IT I I IT I IT I o-
r\ , � , I I I 1, ,�l �1(y,
, T ll�,,, .k7 (YD ; � T� l/ V OUT: 65O.$O (CB�21) , I I - ----- w , C, i ' 11 � �, I 4.�" ,
� - 4�IIII . (O I ',I � ,:, I 36", RCP 0 0.50t' I , I @
I CI3 1, � " - - 1�, - v 1 & -
11 I 0 I 1, I �, - 1-1 a "I I �,�I��IIIW�� ,� I I c�l �
I �'l 108 UF�)OF / � '0 � I � I � F I "I " , 11 - �11 /11 1, , 1, T ��,��l I I ''! ;,
� ,, GR=670.25 - - , ' ' ' Tll / ", � 1 � I � - - � - I 1) l�,� � �� � ��,2 � �I � I I! I i -
, % IN(a)=666.06 I - _', , (0 \ I I 11 ", I 11 I I 1, ��, T
U , IN(b) - , ,� �1� I I , I ,,���,�,���� �� I �
1 I 1�1 11 - �\ 1'� � I I 11
I I � C I \ , . 0 11, ,� I � I , CB-18 ,;" � I " I I , - I I I,- /'k �::,, O', , I I �
� , - ' 11 �� _
, '6 ' " Ftp @ i.00% INV OUT: 652.11 (CB-12) ' '0 � � INV OUT: 65?.10 (C 37) ' ,� N�*� �l " �
C, � CB-11 11 11 / /T I I � - , �') ca TION / � �, \ \ 4 , �00, - 1 63 �le
-
. z �\� ll�, " , I T I " � . ,,, � �� � ; i�_ I I \ - � �
RIM* 656 34 ,'%�'�� '/ , � ZOOF,CON N T ,
-
� -=666.09 1, /I - - ,_ rp ,.e 16, 1 � , I I , T I , f I I - - - \ - �, '-- - --�- - -, - , I , , <� I 1 635 'l I , I .... llllll� '''', �11� I
-1 I I I " / 4 1 / I Ol I " I I , �16N - - - 'I'," z I
I � .3 67" 1 11 , I � I : RIM: ,654 58 1 1 1 : I � vp , 01 .11 - \ % I \ \ "I --- :� I 'i��,�� 111'
Lc� OUT=665.99 /I � // , - ___��_,,_' 41 1 :4i� \ '� CB-5 � I / I I �� 1 -16) � I , I 01 6� , 0) 1� -1 _�z _7:�� _�_ , - __ ,, \�I�l I I I I ��� t
_-,
11 I _ ,�!Illkl I INV IN: 64&76 (CB , I � I I �l , - - - - - � 3��, --- ( I -, , 1, I --\\, � I
- -1 - -----i ��,,�� - , ,� �, � 1 (3) 1 , , - . . ,- I , - //1" �r ,O) 11 �W,J,1111, � ,,,,,, "I
� " 11 /I 1 / � I RIM: 659.94 i I t � , 0 , " 1\ N ,
I ---- --_Z� , ,-,, "qw* ,g) I 11 INV'OUT.' 6!48.76 (CB-19) ,�" �l � - - I & � , , ( �! � - __� \ , ', � I
Q) I , INV OUT: 655.20 (CB-6)' "' / ,/ ,* � K - " , 'T �1� \ 11 -, - �__ - < �' "4� /, I ,!�, I � I
'��l - " I I -�l _�>,___� 01 � �, I I I ,I'll 'T ,���,,� �l�, I
/ " " " , / , ,,, , , I 011 , - I - - ,,, _�, ______ - � 7 "C �vl �,,� � I �
�� I I I - , ;j / ,, - > I I � I I , , -- �:-��:�,:��plrl' Q� I �l , I ����� � , , �� : LOT 9
m .11 I /,' I , I ,/ Z*�Z�' " � "N" \, I I I ,� I CB-36 I , 1, , T I ''I , ,�,,,c, I �, , \ ,/ X ,�l , � 0
U , / , � 1� - I 1 4� ___�< _,:�, I I 11 �D � I I
I
, ,- d_j I , , , , , I : I/ / ' // __� 11 ' � - RIM: 653.87 : - I �, I ' , i , ,� - '75 \ " ,� �_ /A x , I I RonaldL. M)W.1)
n T. I , , , 1\ I � 11 � , , � I , - , � - , --- � - X , , v ��TIIII'' I I I I "'
1, ��� / 0 I � I � I I � � " - Z� ,� � I , " / I�Ij I I I I I I 11 11 � � � � \\,0lW(,,,
, , , (�) / 11 " /I 11 I I 1 m F ,� I - IN V IN: 650 35 (C$,-1 4) 1 / I 11 " I 1 16, , �l io I ,, __ � '.1, � / ,� -, , � I , I D 8,:: 604P, 'T ,�,,,-_,t �_i;� ,�, "
1) , YD- - , , \ I - - I 1/1 . � I I � % - 1, - i� - I Im I - _I- �,4_,_,�_ _,� , , ,� / / ; I '0 I : : - _1 ."
C i I I I , I " " I , , � , " 1 'I- - , 1-%� .� , 11 j , r- P �F 07 / �N OUT: 650.35 (CS-15) � 1�', I "", , \, I - 1, � I I �t - � -,- , -- - r, , ,, "y �� '' - "I I / i PIN., 06- 1�), " " � -,, ,� � 7 , - � I , 1,
/ : , , �
I I 11 1-44I I � p ?. 50! 1�� � � , , � � `� '- - W 00 -- '' � ":�' -1 I A I �-1 \' , ,� I � I I I
L ) I , / - , I " RC2 V __ I I 11 " , ,!!III
- b/l.�,� , I I I , " I , I , , [RIM: 58.90' , , " , I I I - I I � . I - 1115 . B 1 5 - � I , dl 4 - T, T 1, � I �/ 11�11H �, I .:� �' _,� ,
�, , , /, ,/, , , , I I , - I 11 I I � I 1, - I , 't , , ��,Ql b ", ,,/ , I I � "
, /1111, I I �l I I , " I � 11 I', I :L_ , , I -
IT OF WATER / / , / , " I , , / " INV OUT: 652.65 (YD-2) - � - m � I I " / T', 01."� T I ,,,,#, " 'z m" � v I I
__ I - I � I i , -� I 8 1� ,
n_ 1 I / I / I I I - I RIM: 653.90 1 � . , I I _lz � ,� ,.
" � 4, , �, ,, ,I / ,` I )" f� ,� ,,- - - P�;/ ,'/ , ,vi ,� � 1. �
� � I I I I I 1 I 1 " I , INV IN: 650.30 (CB-36)- , - I . I � I � \ � I` 4 - I - ,`,_ _,w"l_rll -, 40 � I _xl Z, � � I I -
x ; , � 1 " "- - , : I � " I , I I-- I ' I / - ��, �_, z �1� -t - I ) I
" T, ) / / , / / , l , , , " T I ' ' - � : I
�') . \ / / , / / , , , , , , 115 LF OF .1 C � ; ,,, I , - ,,, I "I I I I I - __
- O, T INV OUT: 650.30 (�Cg-16) ,, I �8" SCH. 46 1 %�,� , '10 1 ... .� - , - - - , , , - /I ;1'1��,7)�,� , q � _,_ - - - � ,,,� � -
I/ 15" RCP @ 1.85% T _�6 / , - � I I I I I S _,_ \ '�# I" ,/� ---r __�_� ___�_\ , -,- - -_�
/ / ,, P / I �� .1 CB-14 I " � � , ',� I ", , �_,�:, 5 , ., ,,� �,
,�� 1%s / -1 / � /
, " , � , � I 11 I 1. I I - I �"' , " B( -�
7 ., OP I e I 11 � , _�,__ Z , ,c"), � "
a I/ I I I , � I I , - 11 " PVC RD '(TYP.)' "I I � I I � , w 1, 11______l_, -� I I //, - I 1�/ /'/, ��_, � �_ �l I'll., �� " I- _�l
-16 1 \ I _j " / ;, . ',� i , -, �.l
t" ,�' I I
, " I I �,
1 I \, , - , RIM- 653.66-,J� 1 \\ CI3 -, / r� /�/ �1� �� I
- ,/ I 1 / I , I I I � ", , 0 MIN. 1.0% , I',- 1, � , , // "/ , ,� , (�\'/ ) . "
.� / 1 " " I / , I . 7%%'�,�'�'(ro�` -. -60.46'�(CB _F OF " , I " ,, �� I I I , 1 � I I Z, I I � / I � v, --� - , "", -,,,
, I , M: 653.73 ,� CB-37 / :�� I I I "I, ll�b I I v / I it, " P7, T
/ "'' ,
I
- I I � I . ; I I I ,, I I ' I I I 0 " I / // I / Is " I " / IT , I/ __ lz
\ , -+,�j - I - '/� ,`�,, ,:,�/,
I _i I 1 I / DRAINAGE AREA,, 4 / , __ IT I i i, I N: 649.65 (CB 15)__ // " I RIM: ,655.60- ... ,, I -', , _/ / i _______�
I , , I '�ll : CB-23) 71�' 1 , 11 __ , m", r /
. I I
__
E , / ,� ,// " / � �, I T I � : INV IN: 649.65 kuu INVOUT: '651.85 � . ,,._�,,\ � Z, ( , I / /I �, : 'IT i � .� /
0 , " , , / , , �, / , 1 � , , , "A, ,, ' � 1, I I I INV OUT': 64-9.65 (CB-TIBI NV IN! 651.85 (R OF PONNECTION), I //- Y / , I IT I 11 " � I -1 ,� I � / - / '� 9 / _z cc m
I I I .11 --- � 1
0 - / , , RIM: 65/.,5b , , � ' ...... 11 � .'�� - , - " " , V I � , _ I - /YS/4 � C,� 00
�l , OUTPARCEL#.4 '� '/ K �, *11 az v
I I'll/ / / I WET 1 ' - I � INV OUT - 36, T 8' ,a 0 1 / , - ,
/ I /I/,,,, T/ I POND ----/\' ' \ , � - it, I I qop
, I// / / . :8 ' � ) �� I I I . I I , 1�' I _�l I o I � I " m
-
�� , I / // I " A \ - C 6 / . 22 LF OF -, �, , 1, � �,,, CB-19, " I I / � - - 1111, � I - -, -_ , ,�_ , LOT
, 1, / / 7,000 SF VI�4V IN: %53.08 (CB-a)�, / 0 _CB-17 � I (D , ,, \\ RIM: �54:54 .1-11''. .., I ,,-, I - ;, , , -,' " " "', I'll ,,jl'_-_ ,-
1, I / I � I " I " SCH. . , r, � I " " � , - I , , u ,
pq / I I I / , "`, 3.71 (CB-18) y ..." , - ,. , '_ - I ,, j \ � / Lu � CD _L
/ , , / , I , I, � ,,, ,_ , '��;_ / I - - ''I , :� , / / / Tinlodly 1
1, �
1 I // I I / , I _ / / 1 75 i � I I _INV IN: 64; , I , 1�1 , " 1 I / , lzl/ ,
� I . , / , 11 35'MAX. BL.4" MT: 013.08 _(CB-4) 11 I 1m; 653�75 � / 40 PVC " I - � '< ,\ , - - Shefi L. j � (_) U)
// , 11 N: 64077�kuu-33) I I 10 " I �� , 7 � - 11, " , - � " ", � q,� / , R� L�j N
- I , , , ' PARKING PER CDDE ' __ � - " 1/� I T -I-, I 1, I - LF ,OF ' ' ,/ I INV IN: 649.// kub-zl) i �', �� , " I " /. I " I ", �, /�/, - I - / � , " / , I 0 r-, � cf) � �
-16) ' ' rd 11", I I INV OUT: 6 1 , I , I . , 11 1 �6 LF OF '5� ,b , , � "I I I \v D.B. 4ZZY, 0� n < m
, I
0 - -1 __ - �,��,__ , I � 0 , T I UT; 1 649.75 (CB I 1, 15" RCP 0 1 1 1 48.71 1 (CB-22) / , p - - RCP 0 0,40 - - / " & 1�� Z��
,� / CB-4 I - � . , T //RD (TYP.) , ,�� I / 4 �
- '' _ , 1, I \ I 1 � 'k, , 11 I "I i 'I, � 1-1 1 , 36" 1 , 1, / ll�l � _� 0 OD �
I I I , , I I 1� ''I I - -, -- - - I < F-- - �'� � w
� I Ra RIM:, 656.90 1 1 , -_ 1. I I "'� '. � , - ,� Puv: 06- i ' t-
X /" , -K , / ,
I
� a jNV / -2) 1 - __� 1 �/'T, I - LF OF - ' . '\" 1 656 1 i 32 LF OF / , �� , 1, OF I , I , 11. , / � 'i , I -, J/ - / t� j ,�v - z
j V /I , INV IN: 652.09 (CB ) ,/ __ I , I � , 7 � LF !ix I 1, - -, � - - 7 �:��,_ - � C
I �l I I " ,� '� ' '_ __ - _L (N � 0 Z�:
- . I RCP 0 1 - 1, ., 6" IRCIP 0 0.50?. I PVC RD � , " ' '�r _�53. -2 1 - � , t � A`l�
0 6�4.A " 16�' RCP 0')D � � IL / INV.=651.00 / ' �, , M: : --,7 �' - - --' -, __ � ' ,� , j - <
, /_ 7 , /,/ ,/,'' ,/, -6) - _1� � /,'� , , ,/
I � Pulfl , \ " - - _'
I , / � , ,
NV IN: 652.09 (CB , /
I I .001p, I I 0 1 , I , - " ,_ ---
I � - __ - I , I I I ' I / ,IT 48.101JA C�,� / ""'' 11, , " - I U w � �
I - 32 / "' " / , , INV OUT: 652�09 (CB-7) I I I \\� I I , ", 1, I I k IYFj) ll�� , , " " ,` I I , / INV IN: 645.76 (CB'- 1� � __ -I ! ", Q
U13-1 - - 1� -/�-- '� I I " BLD(J, i '' ?�.41N 1.0% I I 41 1 ''_ - I " ' I "I / / "' ' ' INV-OUT- 64 .76 (CB-29) ,-�/ " RIM: 651.48 - I , V, 1, - �_ 0 1 U
" I , / / " , - 41; �l , _��->, I B- 1 CB-45 - I I I I
rl� I I , I � � q C \ I 'OT� I I j - C 3_� 1,� , � T X, I 11 I I � , , /� I , , T I 1, ,��l � -, I , ) " \ "_ '_ � \ � I
" I / / 146 LF OF \ I I , I RIM: 654 1 1 1 1 1 �,' T� ,, FIRS' , I I I / I I I , , �� �-\ - ' " _' I \ I
, / " I . I / ; " I I -
. / , PlIASE I I AUREA . I INV OUT.-,��OTO6 (C I I I '_ " � T � , , / , - � - - - �
- I I RIM: 663.01 .l&l - 65' T' ',
y �_ / -2) 15" RCP 0 2.92% lllk� �41,.,�, _� ,_,a --- BLDG. 41, 1 . 11, I / � I I I � I , , � / �/ , , " , , 'z/,/ 1�� __ � 1� 1� , \ I -� , , INV IN: 646.23 (CB- � ,\N
I
11, I I , ,/ "I I / " '41, T, I � MEZZANINE: ,,660 S.F. I "I I I , I I � � "y --- , _ jp�- INV IN: 646.23 (CB- , \, _� 0
1 INV OUT: '658.39 (CB I I 1 ' _ p , ,\'�"\,\�,,,,�\ -
30 � I ; MAX. 10,800 SF , / '\ I I - � FtE: 6 7� 0(+/-) , �,,l,, I "I 7' ' ' /lk LF OF\ - ' � _� ' / __ --- - - -- INV OUT. 646.23 (C -
1. i I � I 66A I *17k, 1� � - "i FFE 658.00 (+/-,) I \ I I /I I I I I I �* �, , I I � eo / I 1, ,, �` � ' T __ -
"I I 1� 11 I I 1 ,3 / I 1 , ,,,, I �l 1� - _7- - _- ,� ) I
I ,T� T, / �l , ,� /,/ " � � ___ - _
- " , , , , , y / '36" RCP @ 0.50% /� - __ ,, 1! -30
E ' .43, ' '\ I - �',' , I 1\1 I I I I "I I Y__/ (Cr - - I 1 0" SCH., 40, " I I I I , � / , / , " ,,, � I I " \ - � 1, I CB z
,rT I- \� , I 11 �� - 662- 0 � 1 12" SC'H. I / I - I I - r -- PVC RD (TYP.) ' I � " 'I, ','� I 11 \ \� \ \1 1�1 ---- ---- - T 1._� 1, 1, I r RIM: 6t.51
% S ���\ 40 PVC ' -i7 / , I I - \ I T,
, I I , - - \ � 1 �6 INV OU]
- 1, - - - I - I - -_ 11 � \ I ,� I 1,
,
0 _� "I _ 6 1 00001-0 11 I � AL j 1�, 0 MIN. 1.0%' / '', I, I � / 15" rvu my , -/- , <
"' -� � , I -/ " I I �l " , I 1 I \/ -_ , IT, � \ \ � I I
, 10 -WAN*, C�64 � - - w - RD (TYP.) 8" __ I 1, 1�_�� - " - INV. , : IT \ '/ � - W� ,,�' I �X__ --- �� 1, , 1, , I : 638.76 (CB-31)
, , -r -
,
,
,
,
, � , 000010, 1 -61 , 11 ,� � / - , , � -65L00 I / / " " , I , \ (TYP�) �, __ - � \1 I ) z
,�z I 11 Ll
,�#, ,ftft� ..... " 4 , � , ,,� ' \ I
" /�
,
,
,
,
.. E � , 111. / , D 130111 I" , � 34 - - ,�, , \ \ I I I I ,
\ - �� 8'/ SCH " 6-'28 , O-MIN. 1.0% \,
4,_ �\, � I I ., I , .��, i,l),,, I el C � I I -, �� ", ,P\�, \ "I I I I , - ___ __ 0 <
, - /-/-I � �/ �_l �__ I
- : _. 33� � � �, - - 0 � �, �0_, , �,_ 6,000 spl-, 'Ic : RD (TYP.) I �l 1, I � IM: 652.26 , I ,� - --- -1 , \ /, I \ , � Z _j
� I I �/,/, ,/, _,/R /, I I 1�
C) ,_ I \ I � , - ., I I a / , I / � " FM.,65T00(+/), IIN. 1.07, 1 , V IN: 644.85,(CB-27) / / I X� I
- -, - , . ,��,_,'� 1, - 1� - I I 1_7 " � I , 11) ...
N ff� I � �l / I " _� I / , / T1, 1, , V" .
CD ,� 1� I / ll� =Z_____�_ \ __ 1. � ��� '*14% W4* �, "I,,, 1'� - � I I I "I INV OUT: 644.85 (CB-29) I Al � � , ,) 1 1'1,� \, 1�, - E5 O_
N It : A ---, � __ - _� 7 1 . - , _-, /�, -��, T1, ,1 - / ,� 1,; 1, I I /I I I �l � \ \ �\\ \ __
1� 11 1-1 - - I _ :1 " I SdK)1111� 11 I , I \ I \ )'Av, \\�\� - WcqdhLgton Chase
- I I ,` I I \
I I I I . . - - 11 - I - 4 - % , Q _�l I 1, / - I BLA)G '; / : , .1 , \ \ -) � %
-
4 , _'l -�, I : 1, �, \ " \ -N �1\1 \'� '' - Neighborhood
6 , � - , , -- " . ' V200 SF/ � j , � I , �� -___� - � \\ < w
I , '' 1, 51 LF OF 1� <,4 - I I I '_ '� . L I �' (0 , / '/ � \
�� i 1, 15" RCP 0 2,29% `%ki-� "I" � I ' FFV.'657.50kj/-)� ,,� 1, : ! : ,___ -- _,�� /, 1111111,�
� ,g ----- - � Gol - - - - I � ,�� - , " -, I ---- F I I I � \ ,\\ \\�, I � __ I I � , \',�\�,A','�\ , ' Associatior,kc.
- 001 - I I I I 11 I /' _.�_ I I � : , \ I I , V 0� (D
� I / I 1,
- - -
j 001 _� , 1, 1' , , ,. ,� � I 1 : : I >�,\ i'�� �77-\�� 'I, - V , � � � \,
I -1 I - , --�, I I I 's - - - \ '11, , � T , I , V, B.
1
,` - _"�� � �� 117 LF OF i>_<: /_ �� �__l - ----N, " 7 , I I _� \ WO, ,3j2l, PG, 867
, 7, CB- , � *,%% / /�_ _- / , . �11 , . - - I �/ I I I/ 36" RCP @ 0.50% 1 / \ � \ \ \ " I , - 06-156-0,9J
> I �WELL � I 11j: RCP 0 1�70% CB-7 I 1� - � - -- " , _ ,\, \ I , JIT'', I
RIM: � 0 � I � "I I 1,1, 217 LF OF . . ,� , �11 I _- ��� - I z I I I � PIN, , 0 <
-
Z � IIIV IN: 656.35 ,__ yl, I , RIM: 656.16- 24" RCP @ �11_�_�, 00 �1� I , I ,/ 1, I" , ,_ __ - I - ") /, 'p? ::, : , " / , ', ,�, ""'l/ / � , I - __ -1 - - __ - - __ __ / , , "I / : ,l \ \ ,\ I \ I I I I�I� 1� I
< . � I I INV IN: 650.92 kutj-4) ,� I 1. . I � �__ --- __ / - ", I I " I I ,,` _ ,�', , - I \ \ \ \ z
I I I ;11. , / -
- // i IP V IN: 656.35 (CB-�;� ,�,�"'- ��l '_ 14' / / 4-1-- � /-' I - , , �l/ I - I I , , - __ __ __ / / , , q I �', I _j
I � , � / INV OUT; 650.92 (CB %, n" ,il.�!. I - ,_ 7 , I 11 I CB429 DOUBLE) - - / 'T \ I
__j , X�, 1 -8), � ?5� -�: , , - , " I ' __ _� � �a \ I \ I
('I- - , � 1,1 � I I :��, � .T , �_l , w ------ ---- L�l " ' ,RIM- 652 81 ____ --- I I \ \ / , I
, : � I- __ I , , ��_ , I
�
j ,�6.35 (CB , , � __'/,� ( /� \ \ _j <
�,� / I �� INY & / 1, I � I 1�1, ,�,� _11, I _11 - _,� - , /�/ �/
� i / I I ; I I " ,��.� ,.��.�� - - - --- I I _� , �1 1INV IN: 644.20 (CB�10) __ _ - 1�1_ --- - _�_ I �
i ! - 1�1. I - , , . , -_ - 1'� I , I - I I, �,� <, ()�
0 OPEN � i� ", CB-8 � T - , ,� . �� - 11 I ,, - / / / � - : T -�- ,� \ _� , I
! ,; - .� ... �.._�,, , , --- ,q,kt- - I , I/ - ; . 644.20 (CB - ,- " - -- I \ _� -
< � / : 0) ; I I , RIM: 6 1� " 1 �,��'.. , t -- -v,-- - ,_ I - _ __ � � ____�___ - , / , / /INV IN -28) �,,� I
I � I C) � I I �l 1, : ,; - I - I �
z SPACE : ; a I / " z " I - __ - - -�-_ - , �;,. � ___
,
It, � (9hv T� I a / , 1/�l , 56.05 % I I I I x , I �
4 )l I , , � � �
I
/
� \ �\", �' , / � I I
- /!/I � I � /Xl 11 I 1��_� � ----T - ,� , -:� _� " \�_ -1 1 , "I'll, ''I , INV OUT: 644.20 (OUTFAUL-1)/___ __ / ,� I - � - � - \ \\ ���, � �
�� I i 1 , C -3 1 / INV IN: 649.82 (CB-7) , - I 1 I ,�, , � � eik , - -, ,,- - _- - - --,- -,: - i - , - - i m T O� 0
, RI .,' � 1 - __ I \ , , I � '' " I 1, -� T, I'-- I - - � , �7�� - - - I I , : I , I , __ _/ __ ,_ -1 __ - I '_)) , ,\ ,� 11 , I
i - I -�-�- - -:��_,�_-��-�:-,;�___----- 1�1, I - - I / � � �
rc - I t ,,�INV OUT: 649.82 (CB-9)� '�* , 1, �, I __ �� � I " I I ,
" 00, -, , ,_ --�:� 8 1 ,
C� , ftmftftmm - INV OUT: 658.34, (CB-2) �l � I I I - - - - , i�, j /_ __ --- � _� LLI
" - , / _/ I , � I C W�� I
1-1 MEMO 'm, i �' I I , I '0 , �- ,f:�� -��b - - I I -� / ___ I � � I , I � � � ) 'il i, I!: , ;
I I - - - , I - " " �-------O , 11 I I I / I , __ I ,/ / 0 1
z � , ____ I- - I -11 I , Y�� - I - I / 1, , : : 'D � // �! f�; I
-1 I , - , � - - _�, _�_� - - - , �, I , / � / 1_1 I - ,-- . I ,
, 11 ''I � I I / ,
I , 1� 1� - , : , � I >
I I - --"I'll I I __,�� - - I I ��------ / , T�
C, oftmamm / �"i ,, I , I , 1, I I - �_- ,_ - - ------- �_ � 1. "I -1 I , - / i 9
�_-- _- - - -,�,,�� , I I -/ I - ,
,
I Ol i 11 I " - T, - , � �, 1-,� 1__ - - - C6 - I - , , __ �, I ) N I
� I ��l ", _11 - � I - -- - __ , �, , 1, I � � I I I ,,, _�\ I
�\x ;m //// / " �, i�
< i � )v ��, � WET POND 2' 1 1 _�; I '114" N - - I --, - _-�:�__ ---, � �1� 1,� /, /I A� N, , , -1 i '' 11 : : : � - �� �::
I I I � , - - �!:
- ��' , I , I I- 1�__ �_:S� -,-- �,--_�,_ - ,-�. >,�, " " 7 40 LF OF� _____ I
-, ,�l ,&�� � �� - - - - / '' " , ,, , - I __TP I : I
I DRAINAGE AREA I I �i lk, --- I - T\ r T
?� I I � - � : � �� ,��, �l 1�� I I 0
0 - 1-1 a 11 - 4 L F' OF— 00� , � I - - - � �:, � %. I- � I �� K 1� �l i \ , ,;
. �_ __ - ,� . ,
z I -,,, , - / /�,� ' '\ �
1 / - I �, N ,� -:, �,-_ - - , - - � 7�/ / /,/y/lZ 48" RCP-,O'��§_M --- � �,)'- I - I 1, , � , ,
� , I � 24" RCP 0 0.50% , --_� , ` -- - � j � , _ I I 11 1,
,/ - , \ � , " p _- / /I 1� ------ __
, 11 / I I - I - " ,�, 1�1, "/L-- �\ - �� 1, I I'll / 1, I __ �
-
L -, I . _� _-7- , 11 -��_ � - - - F�lw �A �/ � /,//�l '' x , --- " /_ I I ,,`/ �b _�__ __ - I , � �
- ---, , , I / � " ,,:��, - 1 _,$4 �', ,;�, ,/ :�_ �� I !
I
i
,� I T � - ,-�' ') � "",\,<� - " __� " - , ,�,,� T, � " Y, 11 I I , /,' I I \\ \, \�',��N ---- _,,_�/ " //,�' T / , / I �, I F I I LOT 70
%� 1, , I ", _ ,
0 q � / \ , ", ,_-� " , / I b / - - -11 ,
< E� I � 64 bq / I
'1� , t I I - ____� I - i - - -.- "I � I � , , N 1 0" SCH. 40 ,q I ,- , - Z62 LF OF - INV -OUT. - "'I", 1<`�� I/ T, " / /', I 1 '6 - I __ - - _�l - 6� I / , " I � I - I
"
11 _- �n � I lb,> '44%41I ,�<��-,,,,_, , I / " / ,/ ",, /, /I , I , , / , IN: 44.00 (CB-29) , , �\'-_� - I � , I 1� a �
"
I __z \ \ I " PVC RD (TYP.) 24' RCP 0 0.507 - / 1 Z-11 1 1 __ \1� __L/ �l - Gary K. Bun <
- - I /_ 1__�___ _Z�� , " - �/,Tl/l _///�/V / ,�, /, " � I / 'j, I - i � Aflne Marie L
"- -- -:� -��t-_7 - //- " / / /�/ - __ 'N>,___;�____��_ z
___ -, @ MIN, 1.0% CI3 ,-<�, -!::�:::�� --_-, I I / I/ , _. / / / T I � I --� -- _�l _', �l __ - - j / I � VII
� ��,-_,>,��__� � 1,
- ��l I - , _��, , - , /�//�O,/////,Y' / / / , I / 11 , I I - � �
- T , %, -9 1 * _�-, �_ / /;/ 1�, / ��4;1 \� ��",� � / , -�/
. �Cwoe�,,,, \, \ c \ \, \ " ,� I _� I I \\",\\ " , "\, l\ \/ , ,' - - --. , � , /
- � 1, WET POND 2 - , //� '� I / . -,�_", i� -_ - / . I I
,�, - I __
1, S -_ -1 -_��-�_- - - I /,/"" //,/��/ , , - - I I .1, // / I I I 1'__-��,�-- -, � , - \ �
RIM: 655.91 - , I I � I I I � ,� �, �' , - /,/
< - __�_�'___�___ - -- - j ,-- I , I
I L I - , _ - _:�_l , - __ I , 1� � --/ /'/ - I \ \ I I -, / - ,\ , - , X, , I / D.B. 20JI, F 0
- �, � ��,�� -:, I " , - ,�/, I I ,/ 't I �,� " I "
- ,�-_�� -<� - , ,',- _11'� � /-, " 4 LF\OF \ " I -, _�\ � /,; E 1, \ � \ " -, - __j ,/ -\��zq f� - w
L- - INSET A '1� INV IN: 649,12 (CB-8) 00�1 '---�--�-_ 7 --�---�s�-� ��- ��--_ -,--,� - 6 - __ I " �_��__ ' 1, �1, IT I I I ,�- - --- _� _. ,�
C , ��, - , /I I � I � � - , 1\ I " - 'y 1*1 \ 1, 1\ I I- __ /_
> �� -, � , - - I __ / / ,/ I '� ,/- 1 7 7Z�11 ,l\ I �x "- /� _ - - / , 'it
1,�' - - � , I -1, � .% �_ ",b I I -,'-,, , / 24" RCP @ 21917, ', ' � \ R -_ -_ � PIN: 06- I -
SCALE: V=30' %� INV OUT: 649.12 (CB-10) , -�, -- -- -��_,- � - � 7 , / - / /
::�-�l �_--- �- , , -,, - - � - I /_//// "�','//�/,' , " " V,' / /// " / ,v " \ I \ , , "I I N � \ \ __ �1' \ _ \ - __ . - __ � , - <
� � � I __ 1��_ �_� - / / /1_1�� 1, &/ � I I I \ \\� " \ � \ - \ -1 - �__ -_ I u
, A ' , �, - __ x --- -1 � , a �� I
� u - - - �l _�� �l I I I I - __ __ � -�- - -- _�__ 0 1
, �- -��_�-- �-, �, L��'- , _� \ (n
C� TREE � - 11 "5 ��_� �/ , , '' I ,/, I IT ', 11 I /-, " \ Y/ I , \ � �' �' , X:
- - - - - _- - I " I �--Z�<----��,�/�- //// , I/ \ I " I I I
I - - /�k -q-- F,p � 1_� - ---- ;, , " -��,_- - : �-,�,/ //�' / � /\ 1'��/'/ -� '�, 1, ,
� , PRESERVA I � ,,� � �, I 'j ,/ ", / /, I , , '/ � , // - --- __ - - � _____ ____ I , z 0- I-_
iii i � � � - � I " (�; - - ,�,__-_�,,_ _< / ��////"' /\, T/,", "'/" / , , / 1/1 1, \ I I xv/__ \1 I , \, __ --- _1 __ - 1, - I _j
u 11 - , ];� �,, IIII " ,/ /I I \ , I ^ / ,/� 1, " 11 I I
,�c � 0 � -, / I I T, , \ - --�� ,\\ " -- - - __ - � - -
, -� - , -_-��-�Z-Z:z:�-�� - III - - / I , , , , � ,\,>�x / / - � __ __ - - - - - -
--r � � � � � � � � � � � � � � � � � � � � � � I �_� _�,---_-��-��-Z� 41I ,
,, 55 650 -_�� -,p ,p � � AREA - �_� I , , _,,,�', -1� -, I / / , " ,/ , \ - /_ , w
� � , -1 , - � , "r , I "�, , , , I/ //,/� ; , \ / 'j, � , / �,jf� \ _\ � � --� -\� - 11 , � I
. ,,, � " - _� , // " , " 1, " - - _/_ __ - __ __ __ - _/ <If
� w \ 11, - � :, % _11__� j w
D . '�l ,�, ___El_ - __ __ I �--�-_-�,'-_d. I - I " -i- I -,,��l / , ,/ , \ \� � �/ , �,/ -[�, / / / 0
1
0 > �l - \ 1� __� _4��' - - - - � il. -.,,, �- --- Z------ -- SO - _� - I /1, 11 11 / / / / I \ " \_ I A 1� ,,-� �\ I , , - , - - __ I z 2
, I I (A , - i__ I �l , ,�:: I I Ob� � - - � _ I / / I '///' � I 11 I I I/ I T, X' �, \ /1� �l \ \ -,� ,/ - -- , __ .1 - - - - __ - - --- )
, /I // //'�" /, / / I , I \ I � � (� ,,, y \ � '_ / �
65484 0 �l - (n '� 1, , / � / 11 1. - __ __� -Di � 1- ,:" ,3- 1
U 7 x \ - m '� , - � / \ , � I , - --- - - LJ =i
� I :E 0 0 � , , - , , ", � " �/ / / //, // ;/j/ I Z I/ , I I- I __ ! /_ � I
- - _ 0 I "' - / / I / p , � - � � / __� " I/
1� _= � � kl� �' -1 - -- / / � , I , \ _ � . -_ _ -_ _ �, - �_ I w
I ! O.m a ,-� , _:� -, __ , , _-, _< � � \ � - / " / / ,
I T- � I 4. I _?ll r � I 1� �, __ I I I I I - - �l -
,
��� I , � \ , �l :zl �,� "I , 1 "11____�2 '. >` %_ - /111, 58 UFbF I / � , , , � p# , I T� I - I-- __ - __ __ i
�� t - � _- , , -, I /I � 11 �1� � - L - �__ ----�- --- TRE -
�l 11 'I , I - I - / / 'I, - -
�0 � �: 0 -01, 1� m �z � � �. ''I I I 11 I I I - I I , _ O� 0 0
4.81 \ \ 0 19 I 1� I 1, cb� 647'', �= __ I I I � 1 '14, A I � 11 1, '\ \, �_ - I I I 11 , 0�
z 65 .1 \ - 2 -0 '0 -1 I I '�_z I j " RCP 0 b 50% // // L __ , , - I < � <
-_ . ,"�, � - , 6 � / - --PRESEVAWR __�--
_u \ ,a � -649 - < 1� � I , _- !I - __ - - I I I I A I 1\ 1� 1, \ � I
h-1 ,11 �_ - � �l , , I , � , - __ ,- // / � , \ -, I" --- -1 �� � / � \ _/�� I - , _ I
I I , - I \ , - � C) ,- 2- I -O � __ � � 11 ll�" " -, - - - , // 1� �, I \ �_� ,-, , )" ', "I �
- - - -- I -� -
I -f �, �', 6 ��,Z� < � %'�� 1�,�:� � - --�-: - -,/ �Z,�/ / ,� / ///� - RIM: 645.88 't --- � ,�_ --� -�, I , , - __ -- - -ARFA-,_/�X, - 0 (
I, 1 65 t.87 \2 0 �� , � � - I ,_-::� �__ - _-, 1-1/ , I � ' ' iA I i'� , -, , , I--,, \,- - i I I LOT 69 -)
< ,,, I IDENSATE � K�l I I 1% - X - � / '7 / ,� : 4.57 , , " /, � �, I I I-\ , � � - - -, - __ __ __ I Lu
* " I � I 'L _,� I /I / _J__ --- --- ____
I 654.8E \ 11 ��,� "'I ��, �Z.=651,5�� 8 - - � I �. , I ; �'��-�-- " " / , I � � _1_1 �_\_ I ��______� - � /__ � " Scan B. Confleen & CD
, I ��-,� ,, �, �
C, , 654.18 \ <"j- ;u .1�1 0 " "I /x (CS-02) - / / , -_ �/1'11�1� '�l ,
� , / --INV OUT: 634.57 (JB ! �/, ) ) , _� \ I I W :E
� - I � � - ___11 ,% - __ - � \� , - , I
� � I - I -1 - -1 , �� -4-) / i; I I ,� /, -, � , ) , � _,--�,\� " - --- � /I - -T � _ - - - - - - "I , I < F-
z I �l - - 1�, ;�' __ I -, ,� ,- T (-/, / , " , - -� �-Z� , - -,� - , Rebecca A. Jennings
I- � L� - -4 I -1 � I " --- _ __Alzlil 1� 1
5 - L656.98 - � - - � , �/// 1 11 "I /"- �],,�-�'/ // / // , , , /,D, - --, -- � \ \�� __ __ - - - 0-
. - - '� "---- ---I'/- --- // � / - / ,
\ \ \_1 I � I � � ,� I I ''I 11 I 11�11,',-,-_11,,�711'1 " /�� _ _�� � I I
< � I , I I Go - � "' -, i - __ - - - __
/ , \ � , ��" , -1 I /-'j �, i,f / / I/ I I - - __ .- - -1
\ � -101 LF - I X ,, , , / / / / I -
, gb- , -- I --- ,,, �, ,- / j/, ,,, I" - _� i _� - - 0�
I , �, . I \ \ -
_-, I
- -1 � I \ _<1 � I 11 , \ , , �� - � -, ,/' - PF. - / - I Ir � _�'S�-� _�- - - 4 - _,_ -7 ::�� �ii, /1� z ir 0
r- T I . .v \ � � � '�' � � - __ � � I 1'�� Es_�l � I '�l I - I CS-02 "�, .) , , \ - - /Y� ,,, � D. B. 5885, PG. 1 16 Lu
< ,� \ \ C),4- , __ � Z ' - - - %� -, - I 3V'-RCP 6 6�'7.08% __ __ / I - _-, I � r T j, / ��// X /��,/,l , _� --- � __ Ir �_ I �i I ,
\ - _� - � , I ,- _ -- , 'I -",I I � ; /, " / " / - �
4 \ \ \ -654.21 SSMH �l ,�\�\'�� � __--- I // - � - ) )_ � )_ _ � � PIN: 06--156-0.91 .
__ I -/ -,� �,j / /, , , �/ ) 1, I I __ - __ , __
> 11 / / I �1� � I I -9 , - --- I �__ - ,� ,;, I' � , \� , 0- z
L� ,� ;tE \ I , � 5 / I , __ I I " /� _� '' ,� � I
I I I S3 SS 65698 554 - I %%. 38� �42 � N% 14��634.86 (JB-2 /I � , , - - , ___��_ - 7� -1 � / " / / , , � , � z
1) �, , \ �_,� 656.98 9 � � IN -44.50 / / \ -1 I - IIJB-4 � /_ I - --- I-- __ " ,�l rl -,- I ",\��j 4� -,,- ,_ - �::7 - --- EXISTlNG CONDITION NOTES, > x -
�n , \ \ \ � � 16655 .� 4!�� 1 VN� 6 0 ) � , , , -, I - - - / ll,� / �// � / . - .
I-AE *�. I I \ � � OUT 631. 15�1 I / I'/ I / / - �l - - - I RIM: 6,33." 1 __ � __l �-,�, �/f v, , / / " - ,, , / � -,. - . . � 1. EXISTING INFORMATION TAKEN FROM AN ALTA ACSM >
I - v I - -- __ -',, , , 1-� I I (------ / 7- __
11 �l __.__ -2) -- z 1 , �/// , 11, / ___� 1, / / -p ,� �__ __ _7� ,- LAND TITLE SURVEY PROVIDED BY R.B. PHARR k <
I I / 36 � QO �' , , T "\I I 6,� , 2 / � - - in
__ _,�'INV I IN: 627.44 (JB , �, � I 1 / .
T N \ , � �l I I - OUT: - 627A4,,(JB-E . / i&/ / -1 I I / I_ ASSOCIATES, 420 HAWTHORNE LANE, CHARLOTTE, NC
I � .. \ I / , I llw� , \ q5> 101 �� I I , 1� �l _- qD / 1-1 11 I __ - , I - , 'il_ < p
I I \ \ \ \� \ I I "*�\\ �l I I 1, I / / // / / �-,7 !/"�/ , - -
I � �\ I I 11�1� ) I
� . I., � I \ � ..... . I � I , / � � ��-1 � __ 7�_ ` - / / / / / �/ � I - - 2
. !K= 111 ) ,�,,,�, - I - I - 11 �
,
� � " I I / ��
- -_ I �\-\ x\ ... . 11 I , �, I I - � �, I 1� � - I , /_ - - --- _� -, I � " 2014. 0- 0
If) \653 6 / 1%. 0" L
, I �� 3R J� , I /I
\ \ I � %Nx \ I q, � Y/ __ - / , /
j. � \ � Q,�<-�, �; l I __ //
E �- I 1� AD7 , 1 634- - _� - , / 1\ , - I - - __ - 11 /
00j. F 54. � I - __� - I I, _ � J�� - / I � �� - --- �__ - I 1�� i I , i , 7-i-4 Lu
\ \ \ I I , ___ 4 � / 7/ 75;
1 �- \\ 652.85--:� � --, - I I I \ . ��, , ` - I,/,,- 4f �__ I
�_ , , � 1 653.70 - I N �, I I I �*/� i \ ! --[,- ;? ROPERTY IS NOT LOCATED WITHIN A
1, \ 653.61 1 '.;;, - , , . I _/ -�, - ;�,, - , , 2, THE SUBJECT P
- . /_ I I I � 12--_ ___. - __ __ I/ __ - - " -/ ,�,�ll I / SPECIAL FLOOD HAZARD AREA. IT IS LOCATED IN (D
I I - I I I � I I - I_ 1, �'r 1, ,
\ Ae 1 `,__� - - - �_ z ,I - - I � _�-:� - I _/ - -,
': ( I \ - �l , 111 E,", � I I � Y Z_ __ __ - - FLOOD INSURANCE RATE MAP
, t
"
\ \ 11 I , , , 067 , I - � , - 1_�___ __N_� - I __ _� I - I 1 :5
\ \ , �71 I I I ��___ -, '_ - /,___�, - /I =�
.
11 'r 1�� 11 - - __ --I- _�- � , - __ __ ,�- _ \ �./ �� 4 I , // COMMUNITY MAP NUMBER 3710446500J DATED
� I \ \ � 11 I 1111 - H I ( /- _� -653.69 - - \ ,S�,, \ �, ' I I --------__ -1 I - - � _�_ . - __ __--,.___ I ��_ - I � I _�, I � 11 >
� i i I 56 - �� ... ... . ,,, I I - - - 11 � I , I ",/
�11 - N� \ I
-
-
_T I PAD=654.3�0 I I �\ �0 , I �
C) " I \ I , :i i N PAD��r,F � 7 ___ 11 .4 ft, ', � _\ 007 71��_ - - - __L__ __ __ ___ __ � x, , , I " I �, 1, , I � -- OCTOBER 16, 2008. -1
�;l , �j , � \ j 0 0 - �\ \ - -�, ',�,� .. . T`T,'�"`,b;, 11 11 �, , GRAPHIC SCALE IN FEET .
0 �l I .- __ �_ TREE -------------------------- 41""�- ll��lll - I le �, I �, 1, I I I - __ --- - - 1, - / , , I I 1, ,�-�, 60 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL SHEET NUMBER
�V - 1 �,,,',,�,,,,,,4�"""�,,,��""-:,��,'�,�;����'i'�,,�,,, I I _k "I I I I I - � 1�1 ,% VILLAGE OF MARVIN AND/OR NCDOT STANDARDS AND
,
- I �:ll 1 007 - - - - , I I �l
1 ____ � I ,
, � -_ -
I'D I � - I\ i I ���' 11 I 11 1, _�� -1, �, 7_ __ - -
-
- 1� '�,_ N \� , I - - - V - W_ p 6"�� 1`1� 1�"-""-,� ., 1, - I ,�_ --- -1 � _X SPECIFICATIONS.
�, \ ,� � W__ �,�,� #L_ I I w 73\ \ AREA' . , ,/ "'�""` �"`'T' ` 1, I \ "
I I
- LIT7 - \ . \ , \ . �� , 6E _lW I I I ( � C ll� I 1� i �� I - \ 7 - - I � / - I I 0 30 120 4.0
1 - ? ,!, __ * -1 I I LOT 4 ,_� PkSERVATION I I �
m �l I I ; ( � �� 00 ,
� I \, ,
0
�-, I � � � m � = � � � � ..� j / � I XH, � , ___ - _� __ -, \ I
L
°
4s
4,
.o
u
41 \
w
E CONNECT OUTI.
r PIPE INTO-DOGH SE
/
„
JUNCTION BOX
I
-
65 2
65
6AS
/
/
ro
---
o
6,
/
t.
o.
1
o
- /
O
c
3
RETAINING WALL 'A'
c
a W/ PASTURE FENCING
N
�p,0
0
/
m
�
U
c
O
U
�
4)
Ln
t
4)
a
�
N
E
2
E
a
o
NORTH
G
0
a
X
y
GRAPHIC SCALE IN FEET
a
`o
0 10 20 40
c
a
t
0
r�
E
e
o
0
n
.-
h
3
o
c
ws
c
%
c
Y
EARTHERN DAM SPECIFICATIONS
E
-A MAXIMUM SLOPE OF 3H:1V SMALL
BE USED ON THE EMBANKMENTS TO ALLOW MAINTENANCE EQUIPMENT AND TO MAINTAIN GROUND COVER.
w -TREATMENT OF SEEPAGE AREAS, SUBGRADE
PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE
M
REQUIRED AT THE DISCRETION OF TIE
GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
r
Co 0
o
-TO RE-ESTABLISH VEGETATION AF
R CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED OR
`o HYDROSEEDED,
o
o
-A GRASS SURFACE IS REQUIRE
TO PREVENT EROSION AND RUTTING. IF VEGETATION IS USED TO STABILIZE THE EMBANKMENT, PROPER MAINTENANCE, INCLUDING
MOWING, FERTILIZING, AND RESEE
ING BARE -SPOTS, IS REQUIRED TO PREVENT EROSION.
p
m
-WHERE FILL IS REQUIRED TO RAISE
THE EXISTING GRADES OF THE SITE TO THE NEW SUBGRADE ELEVATIONS INDICATED, SUCH FILL SHALL BE OF EARTH, PLACED COMPACTED AS SPECIFIED. ON -SITE OR
s
° OFF -SITE BORROW MATERIAL SHALL
BE APPROVED BY THE INDEPENDENT TESTING LABORATORY'S GEOTECHNICAL ENGINEER PRIOR TO BEING PLACED ON PROPOSED FILL AREA.
-ALL SUBGRADE TO RECEIVE FILLS
ALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING NEW FILL. METHODS FOR EVALUATION SHALL INCLUDE PROOF ROLLING USING TANDEM AXLE
a DUMP TRUCK OR SIMILAR PNEUMATIm
TIRED EQUIPMENT, OR OTHER METHODS AS SPECIFIED BY THE ON -SITE GEOTECHNICAL ENGINEER. ALL SOIL THAT RUTS, PUMPS, OR DEFLECTS EXCESSIVELY AS
u
DETERMINED BY THE GEOTECHNICAL
ENGINEER SHALL BE CORRECTED AS SPECIFIED BY THE ON -SITE GEOTECHNICAL ENGINEER.
-METHODS OF CORRECTION MAY INCLUDE
DRYING AND COMPACTION, PLACEMENT OF AN 18 TO 24 INCH BRIDGE LIFT OF BORROW MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER, STABILIZATION WITH
o
FABRIC AND STONE, AND/OR UNDERCUTTING.
E -ALL VISIBLE ORGANIC DEBRIS SUC
AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT
o
z
E EXCEEDING 5% BY WEIGHT SHALL NOT
BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
a
`- -THE SURFACE OF THE GROUND AN
MOISTURE CONTENT OF THE LOOSENED MATERIAL SHALL BE SUCH THAT IT WILL READILY BOND WITH THE FIRST LAYER OF FILL MATERIAL.
3
-CONTROLLED FILL, AS SPECIFIED B
THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE
o
PRINCIPAL SPILLWAY PIPE TO A DEPTH
OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
o
CONTENT OF + OR - TWO PERCENTAGE
POINTS OF THE OPTIMUM MOISTURE CONTENT 1N ACCORDANCE WITH ASTM D698.
-ANY FILL LAYER THAT IS SMOOTH
DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.
c
-FILL ADJACENT TO THE RISER AND
PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.
�
a
a -EARTHWORK COMPACTION WITHIN
FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE
z
z
SELF-PROPELLED ROLLERS.
w�
°' -SURFACE WATER AND STREAM FLCN
SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.
"
-AT THE END OF EACH DAYS ACTINITIES,
CONTRACTOR SHALL SEAL SURFACE OF NEW FILL BY USE OF A SMOOTH WHEEL ROLLER AND PROVIDE POSITIVE DRAINAGE OFF OF NEW FILL SURFACE.
z_
r
�
° -THE GEOTECHINCAL ENGINEER musr
INSPECT AND APPROVE ALL SUBGRADES AND FILL LAYERS BEFORE FURTHER CONSTRUCTION WORK IS PERFORMED THEREON.
a
J
LL -FILL MATERIAL PLACED AT DENSITI
S LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED
REQUIREMENTS SHALL BE REMOVED
ND REPLACED WITH ACCEPTABLE MATERIALS.
r -THE CONTRACTOR SHALL BE RESP
NSIBLE FOR DRYING SOILS TOO WET TO ACHIEVE COMPACTION OR STABILITY. SOILS SHALL NOT BE CONSIDERED UNSUITABLE SOLELY DUE TO MOISTURE CONTENT.
y
F -FOUNDATION AREAS MAY REQUIRE
UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE
DISCRETION OF THE GEOTECHNICAL
NGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH
E
CRUSHED STONE.
s
° -COMPACTION BY MEANS OF DROP
0
IGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
�
o
o
-HEAVY EQUIPMENT SHALL NOT BE
ALLOWED TO PASS OVER CAST -IN -PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED.
U
m
E -TESTS OF THE DEGREE (%) OF C014PACTION
OF THE PLACED FILL IN THE DAM SHALL BE PERFORMED AS A PART OF THE CONTRACTOR'S NORMAL QUALITY CONTROL
PROGRAM FOR THE CONSTRUCTION OF
THE DAM. TESTS SHALL BE CONDUCTED CONCURRENT WITH THE INSTALLATION OF THE COMPACTED FILL, AND THE CONTRACTOR
a
SHALL COORDINATE THE CONSTRUC
ON OF THE DAM SO THAT THE TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT THE SPECIFIED
DEGREE OF COMPACTION HAS NOT EEEN
OBTAINED, THE PORTIONS OF THE DAM REPRESENTED BY SUCH TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS OF THE
°
DAM SHALL ACHIEVE THE SPECIFIED
MINIMUM DEGREE OF COMPACTION.
a
PEAKED ROOF
TRASH RACK
TOP OF RISER=652.40 -
INTEGRAL LADDER RUNGS-
6" ADDITIONAL TOPSOIL ON
TOP OF LINER ON VEGETATED
SHELF FOR PLANTINGS
100-YR STORM ELEV = 652.59 -V V1tn
25-YR STORM ELEV = 651.54
10=YRSTORM ELEV = 650.84
2-YR STORM ELEV = 649.65
TEMPORARY POOL ELEV = 649.03
2" PVC
�- -RCP INLET PIPE OUTLET PIPE
PERMANENT POOL ELEV=648.00
FOREBAY BERM = 1
\� CLASS B RIP \ ; BERM ELEV=647.50
RAP PROTECTION I INVERTED SIPHON
N,• i
_SEDIMENT \ \1 ' OUTLET INV=648.00 /
FOREBAY
BOTTOM ELEV=642.00
IMPERMEABLE LINER (CLAY OR SYNTHETIC) TO -
BE INSTALLED AT POND BOTTOM TO MAINTAIN
PERMANENT POOL ELEVATION (MAX. INFILTRATION
RATE OF 0.01 IN/HR). LINER DESIGN TO BE
APPROVED BY GEOTECHNICAL ENGINEER. LINER
MAY NOT BE REQUIRED IF TESTING OF POND
BOTTOM AFTER COMPLETION OF CONSTRUCTION
BUT PRIOR TO STABILIZATION INDICATES THAT
THE LINER IS NO LONGER REQUIRED.
_ a
6" THICK
REINFORCED
CONCRETE WALLS
BOTTOM ELEV=641.00
SEDIMENT STORAGE 6" EMERGENCY J
ELEV=642.00 DRAIN VALVE
NOTE: W/ PLUG VALVE
UPON CONVERSION OF THE SEDIMENT INV=646.00
BASIN TO WET DETENTION POND, THE
DEVICE MUST BE CLEANED OUT AND 12" THICK
RETURNED TO THE DESIGN STATE. RISER BASE
WET DETENTION POND A -A
NOT TO SCALE
5'
I A
0
ELEV=652.40 TOP OF RISER
JB
STEEL PEAKED ROOF
TRASH RACK WITH
ACCESS HATCH
- 5'X5' CONCRETE RISER
CS-01 (SEE DE AIL
THIS SHEET)
10' DAM WIDTH (SEE EARTHERN
DAM SPECIFICATIONS THIS
PAG )
/- TOP tF BERM=653.50
EMERGENCY
DRAIN VALVE
HANDWHEEL
INV.=646.00
**INTERIOR SLOPES OF
POND ARE TO BE
MATTED. TOP AND
BACK OF DAM ARE TO
BE SEEDED.**
24" RCP WITH
WATERTIGHT SEAL TO TIE INTO
DOWNSTREAM JUNCTION BOX
INV. 645.64
�- CONCRETE
PRINCIPAL SPILLWAY PIPE NOTE: CRADLE
THE PRINCIPAL SPILLWAY PIPE SHALL CONFORM TO ASTM
C-76, CLASS III STANDARDS. RUBBER GASKETTED JOINT
PIPE SHALL BE WRAPPED WITH A LAYER OF NCDOT TYPE II
GEOTEXTILE FILTER FABRIC 0 THE OUTSIDE OF THE PIPE
AT EACH JOINT. THE FABRIC WRAP SHALL BE BETWEEN
2'-3' WIDE, CENTERED OVER EACH PIPE JOINT, AND SHALL
COVER A MINIMUM OF 1' OF EACH PIPE SEGMENT.
U
C]
U
U
1 12
U
U
1 >_
0c
0
N
0
N
o
N
O
N
0
0,
_rn
\
\
\
\
\
\
\
W
O
N
0
o�
0
o
0
0
0
0=
w
co
w
mo
Q
coI
--
Iw-
V7
V7
Q
I
z
Q
z
z
0
w
w
w
o
w
w
�
w
z
0
0
D_O
O
Z
0
0
Lj
n
o
U
U
U
H
z
o
3;:
Q
3:
Lj
m
of
IL
a-
o
a-
a
U
U
U
D
z
Ld
D
D
O
V)
MIcoIr-
o
co
n
N
U 00
? z o
O N
Uj
Li
QJ ((o
U Q
O Of
N C O U
a 0z
o w a o
a ~ w =
D o
z cn o w
K O J
0
N
w Y w � 0 3
- J N
� w
Y Jcn
o uj
F z
0
■� o LL] _
aw
w
N
24" RCP OUTFALL
PIPE CONCRETE CRADLE
9.0" 9.0"
re
m IN
I
1. BRING GRADE TO SPRING LINE FOR PIPE
m
2. EXCAVATE TRENCH AS SHOWN AND PLACE PIPE ON SUPPORTS Li ON 00 = 0 o
3. FILL TO SPRINGLINE WITH CONCRETE o W N V)
O \ (n } r
4. WRAP PIPE JOINTS WITH A NONWOVEN GEOTEXTILE d o ¢ o m m
N w o
5. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 3,000 = N J z z
PSI. Y ¢ N a w
U w CC =
AIN
6. THE CONCRETE FOR THE CRADLE SHALL BE CONSOLIDATED PRIMARILY U
>4" BY INTERNAL VIBRATION, AND SHALL BE FINISHED 'ROUGH" SO AS TO
4 ACHIEVE A MORE ADEQUATE BOND BETWEEN THE CONCRETE IN THE
CRADLE AND THE FIRST LIFT OF STRUCTURAL FILL.
YPICAL CRADLE DETAIL U)
J
NOT TO SCALE
NOTES:
• MUST HAVE A MINIMUM ROOF SLOPE OF 2:1.
• SHALL INCLUDE A ACCESS HATCH WITH A MINIMUM CLEAR SPACE
OPENING OF 2'x3'.
• THE ACCESS HATCH SHALL ALIGN WITH THE ACCESS STEPS INSIDE THE
STRUCTURE.
• HATCH MAY BE SECURED BY LOCK AND CHAIN.
• SHALL BE BOLTED TO THE TOP OF THE STRUCTURE (BOLTS IN SHEAR
SHALL BE PROHIBITED).
• SHALL BE GALVANIZED PRIMED OR PAINTED.
• BOLTS SHALL BE STAINLESS STEEL.
3.5'X0.15'
2.o'xo.1o'
INV
ELEV=650.85
0.50-SF
AREA ORIFICE
INV ELEV=650.85 0.50-SF AREA ORIFICE
INV
ELEV=649.65
0.20-SF
AREA ORIFICE
INV ELEV=649.65 0.20-SF AREA ORIFICE
4.O'Xo.20'
INV
ELEV=649.20
0.80-SF
AREA ORIFICE
INV ELEV=649.20 0.80-SF AREA ORIFICE
NV.
ELEV=648.00
2.00 CIRCULAR ORIFICE
INV. ELEV=648.00 2.00 CIRCULAR ORIFICE
II
INV.
ELEV=646.00
24" RCP
CULVERT
INV. ELEV=646.00 24" RCP CULVERT
0
���,��/
INVERT OUT TO
JUNCTION BOX
INVERT OUT TO JUNCTION BOX
6" EMERGENCY
12" THICK
RISER
BASE
6" EMERGENCY
DRAIN VALVE
5'
DRAIN VALVE W/
W/ PLUG VALVE
J
PLUG VALVE
INV=646.00
INV=646.00 C R (
CROSS
SECTION
A -A
12" THICK RISER BASE
CS-01
RISER CONTROL STRUCTURE
NOT
TO SCALE
i "WA lown own "
mvm
5'
I
5'
I
U)
<
a
z
a-U
J
=
F
LijQ
K
0
z
z
J
O
LL
Q
3-6
CD
_
a
H
Z
of
EXISTING CONDITION NOTES:
D_
z
z
1. EXISTING INFORMATION TAKEN FROM AN ALTA/ACSM
X
>
w
LAND TITLE SURVEY PROVIDED BY R.B. PHARR &
J
Q
ASSOCIATES, 420 HAWTHORNE LANE, CHARLOTTE, NC
m
28204, PHONE: 704-376-2186 AND DATED JULY 31,
Q
2014.
d
0
2. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A
w
SPECIAL FLOOD HAZARD AREA. IT IS LOCATED IN
G�G
ZONE X BASED ON THE FLOOD INSURANCE RATE MAP
J
COMMUNITY MAP NUMBER 3710446500J DATED
OCTOBER 16, 2008.
SHEET NUMBER
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
VILLAGE OF MARVIN AND/OR NCDOT STANDARDS AND
C10.0
SPECIFICATIONS.
u / U m U U m U U }.
PLANT SCHEDULE SHEET 1. 1 // o 0) 00 Do �t n r�)
m TREES CODE OTY B TANICAL NAME COMMONNAME CONT CAL HEIGHT REMARKS `Q VOID N 0 N N o a
Q
� O ACE GLO 9 A rruDrum'Octobar GlwY TM Ocrober Glory Maple B&B 3"Grit 14'-16'HT. Mature H1: 40.50', Mature Sp: 30-00' / j � / VOO / / . 0 0 O 0 `—
` f } pc Q
O (}Yji JUN EAS 8 Ju iperuavirginlana Eastern Red Carter B&S 3"Cel 10' HT. Mature H1: 40-50", Mature Spt&20' / G
j, LAG TUB 23 La erstroema x'Tuswrora Crape Myrtle Coral Pink B&B 2-Cal 12'-14' HT. Mature HC 15', Mature Sp; 15' .J�•
ill\��........+a��JJ
t y MAGSOU 12 M grolia x soulangions Saucer Ms,rolia B&S 2- Min. 10'-12'HT, SINGLETRUNK x" FQ ` / . (n
Y x'\Y/ moo (15) MUH CAP N L,�
° / / / (14) PEN HA2 . ¢ a
PIN TAE 1 Pi us leetla LONolly Pine B80 3"Grit 14'-18'HT. Mature Hh 40A0', Mature Sp:2D-00'
Q //,/ Q / (15) MUH CAP z L? o z z a
OVEHI2 1 Oemus virginlena'HigM1Risa' High Rise Live Oak B86 3"Lai 14-iBHT. Mature HL30-0C',MetureSp: i625' '/ / /v 0— Lj p, (4)JUN BLU . -D g i2 a- g g ZO
C V
ULMALL 2 1- uspamifolie'AIIee' AIIee Lawbork Elm B&B 3-Cal 14'-16'HT. Mature H1: 60-70', Mature Sp: 35-55' j O O O O (n
o 000000 O D U z U U� j
3 SHRUBS CODE OTY B ANICAL NAME COMMON NAME CONT HEIGHT WIDTH SPACING REMARKS / /. / �O- „10♦ °O6 . O 3 m
QABE GRA 17 A Ile x grandiflore Glosay Abelia 5 gal 24- MIN. 60" o.c. Mature HC 3-6', Mature Sp: 3-8' / O `f ° 0 Q a
° Or U O
ASCINC 92 A lepiesincarnata Swamp Milkweed 3gal 18"HT. 35'o.c. FQ • O O . W Z W O
p / O
m Mature Sp: l.i2.5'14 000
01) CAL KAR 16 C amagrostls x acutlAom Karl Forirster Feather Read Grass 5gal 30"o.c. Mature HI: 3-5', (,'�\` F' / N'°O ! ° ��.
00
OEUP MAC 92 E storma ium culatuu Alropuroureum Joe-Pye Weed 3gal 18"HT. 36'o... Fdo / n O ♦ O .
° JUN BV 9 Ju glabre Inkberry, Holly 3gal 24'MIN. 48"o.a Mature Hb 5, Mature Sp: 4' / FQ Fes'°e (82) PEN HA2 \ O ` O
® ILE GLA 79 Ile
° / �// F' , FO v` rn. / `'°0 \ ( ) \ !$ • °O �00p
C Iperus squamab'Blue Star' Blue StarJuniper Sgal 12" 46"o.a Mature HL 13'Meture Spa-4' 0 '�E / °��� / / 32 MUH CA,P_-----__ \�` 0p� O
o ; J JUN BLU ] Jo IDerus chinenels'Blue Point' Blue Pont Juniper 5gal 24°MIN. 96"o.c Mature Ht 12' Mature Bp O' S F �Q/'/. ♦ v� p .
l✓r `C\\ Ir O O
ROB MEI 25 R ex'Marewetdom Sweet Drift Groundcover Row 3gal 38"o.c. Mature HL 1.5', Mature SIP: 2
f.
S GROUND COVERS CODE B TANICAL NAME COMMONNAME CONT SPACING REMARKS / i L ♦ • 00 % °O
cif FQE / FO ♦ / h /"/ °� °p N O
CYN 113 10,1260 C orlon cactylon'T1f 419' Bermuda Greek add @^' / / / !�� �r"� > S \ o o U U 0
♦ / G \ o O PINTAE(1) . �' Z Z °
%• !$ ° JUN EAS(1) N
Q L IRIVER 187 Iri versicDlor Blue FIe9 19e1 16"o.c. / �Q . OLLJ
d O JUN EFF 104 A cus e6usus SaX Rush i gal 24" o.c.Li 00 0 O ° U Q
�Op • ° ! o O U7 O
� O LIP BIG 425 LI pa musceri'Blg Blue' Big Blue Uyturf 4- pot 12"c.c. � �// � / /� (j 4. �I-, �D' \\ 00 O ^ ¢ � X �
a vpO O� V J (25) MUH CAP \ o oo Z Lj �
J LOB CAR 154 L tells cardinals Criminal Flower 1gal D.D ^ Q O r
wLLJ.� 0 /
® F; ; i voo / ° G • • ♦ \\ $ o2
U � MUH CAP 302 M Menbergie capillaria Pink MUM1ly a- pot 24"o.c. � lop LAG TUS °°0 0p 00 � N O H
Z PEN HA2 96 P riseNmal.Peauroidi Hameln' Hameln Dwarf Fountain Grass iget 24"o.c. �F'''�S' / LV'" /f ('j D / ��'J / ° \ V(4) ! LLJj (J
w ° .�� ,/ / -+� / // • \ JUN EIS(5) °o 0 0 w m 3
i E GL
o 0000 ° LL ILi
Id,
F / \
/ ♦ / / Ij
v / / / LA TUS(4) \ . ■ Op ra a
o
i f
E r /
<00
/ J /
/ ♦ v°o
s / ♦FQ / / / / .. !°a ��,+`a N...CA." Off''•.,,
/ v0° °i /\ / ACEGLO(7) \\ �NOSCgph/,1,9•?
01
o a / ♦ (1_2)) MAO SOU
a I / ♦ ° C (vo) ILE GLA \ \ / �' ,' \ %401 S. G f +or
/ \ ♦� \ \ ,\ ♦ \ 7- O 0 d
q,
w OLd
m
o ° Q m
W Z Y
r a I / °. ./ / // \ \ ♦ \\ \ III T Y N a 2 <w
w s STREET TREES SHALL NOT \
I / / 1
wi T I / \\ \\ \ 'Q \ \ BE PLANTED OVER LITILITI'
j�l
/ y
° l � ++ \ \ \\ \\ LINES (TYP.) D. I W
+ + \ \ ♦ ' \ \
E I ++ �y \ U
I'' + /
00
\\ \\ \\ / U)
s I I I / / // \\ ♦ \ / w //
z
MUH CAP(137)
r •
° I II I \ \ ♦ \\ \ _ W
�•NkV
Jul
I o \ \\ ♦ \`� \ \ // ULMALL(2) J
' / f \\ \\♦ \ \ ILEGLA(14)
/ \ \\ \ /\/i \
W
V"
cif z
LLJ
1 •
(9) C L KAR JUN BL7(3) U
G *++ ++++ (39) MUH CAP
10 cr
z y I o J
LL
m
I
Z I / rrnn w
V
o I n / LIOf
R I7(24 f d
W
o �o I I / 1 JUN L (4) OfO
o
( / / ] EXISTING CONDITION NOTES: > z
1. EXISTING INFORMATION TAKEN FROM AN ALTA X
AGSM �
I /
LAND TITLE SURVEY PROVIDED BY R.B. PHARR & J <
s I III o f I I ( 0?! ASSOCIATES, 420 HAWTHORNE LANE, CHARLOTTE, NC m
/ ) ° 28204, PHONE: 704-376-2186 AND DATED JULY 31, Q
° 3 MATCHLINE- SHEET L1.1 ; r � � JUNBL (3) I 2014. � a_t Y D I ROS MEI 4) 2. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A
■ ® ■ ® ■ ® ■ ® ■ ® ■ ■ ® ■ ® ■ IN
N O M E I ■I .O ■ ■ ■ ■ ■ ■ • ■ ■ ■ ZONEI X BASED ONZARD THE FLOOD INSURANCEAREA. IT ISTED RATE MAP Q
COMMUNITY MAP NUMBER 3710446500J DATED
MATCHLINE- SEE SHEET L1.2 OCTOBER 16, 2008.
Know What's below. GRAPHIC SCALE IN FEET
NORTH 0 10 20 40 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL SHEET NUMBER
—1 VILLAGE OF MARVIN AND/OR NCDOT STANDARDS AND L 1.1
�� SPECIFICATIONS.
0
Call before you dig.
0
U
C
to
o
MAT
HLINE-
LAYOUT 2 SHEET L1.6
U
W V 1
�-
a
MAT
HLINE-
LAYOUT 1 SHEET L1.6
X
/
X
C
x % %
%
®
x
°
//ii ii/i
1 �
■
Q
=
P
/// O °
\0
■
■
■
■
■
W�
®
a
,I
Z
Sco
i
•g 1
o
yti k k Q$•
9
i^®�eA
A'
Q
+ k yp
k i
k
-
i
A' k k
k
�
'•
'°°
xx
/
///, i
k k k k k
k k k
k k k k g gpM
�
e
Ln
k
k
s
k
E
I i%
///
al
i ��► rl� �� 1 ■ —
f'1
r
.
I
MA CHLINE— LAYOUT 1 SHEET L1.6
WE "low 0 EN MA
y MATCHLINE- SEE SHEET L1.4
� a
a
Z '
a
v ENL
1
N o L1.6 GF
° 0
s
G S
v r,
� o
v
m Know what's below.
Call before you dig.
o t
d �
GED LANDSCAPE PLAN
C SCALE IN FEET
2 ENLARGED LANDSCAPE PLAN
L1.6 GRAPHIC SCALE IN FEET
Y} � 0 10 20 40
PLANT SCHEDULE SHEET 1.6
1 SHEET L1.6
NOTE: THIS PLANT SCHEDULE IS
FOR SHEET 1-1.5
PLANT SCHEDULE SHEET 1.5
TREES
CODE
CITY
BOTANICAL NAME
COMMON NAME
CONT
CAL
HEIGHT
REMARKS
CED DEO
3
Cedrus deodara
Deoder Cedar
B&B
2" Min.
Mature Ht: 50-40', Mature Sp::
/*..P i4All��
°
JUN EAS
2
Juniperus virginiana
Eastern Red Cedar
B&B
3"Cal
10' HT.
Mature Ht: 40-50', Mature Sp:
LAG TUS
5
Lagerstroemia x'Tuscarora'
Crape Myrtle Coral Pink
B&B
2"Cal
12'-14' HT.
Mature Ht: 15', Mature Sip: 15'
QUE HI2
7
Quercus virginiana'High Rise'
High Rise Live Oak
B&B
3"Cal
14'-16' HT.
Mature Ht: 30-40', Mature Sp:
TAX DIS
5
Taxodium distichum
Bald Cypress
B&8
3"Cal
14'-16' HT.
Mature Ht: 50-70", Mature Sp:
ULM ALL
3
Ulmus parvifolia'Allee'
Allee Lacebark Elm
B&B
3"Cal
14'•16' HT.
Mature Ht: 60-70', Mature Sp: '.
SHRUBS
CODE
QTY
BOTANICAL NAME
COMMON NAME
CONT
HEIGHT
WIDTH
SPACING
REMARKS
0
ABE GRA
16
Abelia x grandiflora
Glossy Abelia
5 gal
24" MIN.
60" o.c.
Mature Ht: 3-6', Mature Sp: 3-f
0
ASC INC
88
Asclepias incarnate
Swamp Milkweed
3 gal
18" HT.
36" o.c.
CAL KAR
37
i t 'Karl Foerster'
Calamagrostis x acutflo a a l
Feather Reed Grass
5 9 al
30" o.c.
°
Mature Ht: 3-5' Mature S . 1„
a P
®
CAM BON
10
Camellia sasanqua'Bonanza'
Bonanza Camellia
5 gal
24"
30"
60" o.c.
Mature Ht: 5', Mature Sp: 5'
OCEP
DUK
9
Cephalotaxus harringtonia'Duke's Garden'
Duke's Garden Plum Yew
3 gal
12"
42" o.c.
Mature Ht: 2', Mature Sp: 4'
OEUP
MAC
85
Eupatorium maculatum'Atropurpureum'
Joe-Pye Weed
3 gal
18" HT.
36" o.c.
0
HYD L58
18
Hydrangea paniculata'Little Lime'
Little Lime Hydrangea
5 gal
60" o.c.
Mature Ht: 3-5', Mature Sp: 3 1
/<T-Z-}
ILE BU2
4
Ilex cornuta'Burfordif
Burford Chinese Holly
15 gal
48" MIN.
180" o.c.
Mature Ht: 15' , Mature Sp: 10
0
ILE BUR
16
Ilex cornuta'Burfordii Nana'
Dwarf Burford Holly
3 gal
24" MIN.
48" o.c.
Mature Ht: 5', Mature Sp: 4'
G
ILE GLA
7
Ilex glabra
Inkberry Holly
3 gal
24" MIN.
48" o.c.
Mature Ht: 5', Mature Sp: 4'
�
� } }
ILE NRS
5
Ilex x'Nellie R. Stevens'
Nellie Stevens Holly
15 gal
6' HT. MIN.
180" o.c.
Mature Ht: 15-26' , Mature Sp:
ILE SKY
6
Ilex crenata'Sky Pencil'
Sky Pencil Japanese Holly
15 gal
36" MIN.
48" o.c.
Mature Ht B', Mature Sp: 2`
JUN 131-7
28
Juniperus squamata'Blue Star'
Blue Star Juniper
5 gal
12"
48" o.c.
Mature Ht: 1-3', Mature Sp: 1-,
ROS MEI
72
Rosa x'Meiswetdom'
Sweet Drift Groundcover RoE
e 3 gal
36" o.c.
Mature Ht: 1.5, Mature Sp: 2'
GROUND COVERS
CODE
QTY
BOTANICAL NAME
COMMON NAME
CONT
SPACING
REMARKS
INANN
ESN
202 sf
Annuals Annuals
Seasonal Color
4" pot
CYN TI3
6,876 sf
Cynodon dactylon 'Tif 419'
Bermuda Grass
sod
t
IRI VER
212
Iris versicolor
Blue Flag
1 gal
18" o.c.
JUN EFF
164
Juncus effusus
Soft Rush
1 gal
24" o.c.
LIR BIG
978
Liriope muscari'Big Blue'
Big Blue Lilyturf
4" pot
12" o.c.
LOB CAR
177
Lobelia cardinals
Cardinal Flower
1 gal
18" o.c.
MUH CAP
39
Muhlenbergla capillarls
Pink Muhly
4" pot
24" o.c.
PEN HA2
49
Pennisetum alopecuroides'Hameln'
Hameln Dwarf Fountain Gras
1 gal
24" o.c.
TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE REMARKS
0 ULM ALL 21 Ulmus parvifolia'Allee Allee Lacebark Elm B&B 3"Cal 14'-16' HT. Mature Ht: 60-70', Mature
Sp: 35-55'
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT WIDTH HEIGHT SPACING REMARKS
CYN TI3 4,380 sf Cynodon dactylon'Tif 419' Bermuda Grass sod
m
0
o
a,
C0
\
N
\
N
\
N
\
\
\
\
W
O
M
03
00
n
H
MO
0
0
0
0
0
to
W
in
W
Q
H
~
~
H
Q
CD
Z
Q
Q
Z
Z
Z
0-
w
Li
(2)
W
W
W
cn
Z
:2
�
O
O
O
O
L
Z
V
o
a
a-
a
o
m
a-
c-
U
U
U
LLJ
Z
L
Z
O
k®■■80 '• 0■�
.15' 1
1. EXISTING INFORMATION TAKEN FROM AN ALTA/ACSM
LAND TITLE SURVEY PROVIDED BY R.B. PHARR &
ASSOCIATES, 420 HAWTHORNE LANE, CHARLOTTE, NC
28204, PHONE: 704-376-2186 AND DATED JULY 31,
2014.
2. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA. IT IS LOCATED IN
ZONE X BASED ON THE FLOOD INSURANCE RATE MAP
COMMUNITY MAP NUMBER 3710446500J DATED
OCTOBER 16, 2008.
:ONSTRUCTION TO BE IN ACCORDANCE WITH ALL,
3E OF MARVIN AND/OR NCDOT STANDARDS AN(
FICATIONS.
O
co
r
N
L
U
UO
Z
Z O
N
O
Ld
Q
4
O
_O
N
o
Q
O Z
X LC
LLJ Q O
Q
z
v� o w
N J
�\
o
y
w Y
W
of r,
�
W O
Y
J O
LJ
O
Z
O
hie
W
N
LIJ
Q
00
_
O
Q�
LD
O
�
O
V)
¢
W
a
In
o
m
z
N
o
o
co
Z
a
o
a-
m
o
1
w
c=i
LL1
Q
U)
0
Q
J
0 CL
J
z
W
Q
Z
U)
J
O
a
Z
J
U
=
H
W
®
Q
Z_
o
Z
0
J
0
Q
U
LU
p
\Z
/
�
X
Z
>
J
m
�
Q
LL
IL
w
Q
J
SHEET NUMBER
L1.6