SW8150301_Approved Plans_20150317

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THE HIGHLANDS o3i'49 \ \� �> .-'-•. x,-'�- _ 1 \�Y,� . • - - . . . .`,22844, on c\I _ d w w �..,
AT QUEENS CREEK S$ •
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z N STREET PROFILES m a N
SW8 070803 •'�! 8 - rf-�, 93V
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ONSLO-2008-051 550.29 1 i ( '� r� M 'tt �cp, 1SCALE: 1"=100' H 1"=20'V 0 A < o CL 'C
' 3 �_-� °' `� d- THE HIGHLANDS OF QUEENS CREEK • r- `�
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°46 5�„w 8�1 `/ 1i ^yl \ . .t• 1 rags ..\:,........ SYSrEA: N Z C TABLE
rj$0 ( i �\ ( ! 0H SYSTEM 68 8 V C82 = N26'31'33"E 139.97', RAD=261.54', ARC=141.70' CD
' \ �`J \ �, •
i 2 S2S, \ O 5 , �27•12' V C83 = N58'46'41"E 150.58', RAD=261.54', ARC=152.75' L
C84 = N72'35'17"E
=20.90'
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O°3a,03,�\N ��3.2 3: �\ '`... 1sOr\. \\``--' 0 :�.•
/\ ,tts226936'o, �-- `. 4'v6S•,�, DA#5 .^��cog? _Z + - C85 = N55'34'19"E 99.85', RAD=205.0', ARCC100.86' C_
S$ ` % ( 03 ► -\- .• ; 78S ' `� .\ 334' 313. ^ ^to' 2 ---� C86 = N33'48 03 E 89.49 , RAD=335.0', ARC=89.76' - -..•- co
\ • d 34 h �i --<- �j C87 = N35'34'56"E 83.80', RAD=255.0', ARC=84.18'
\ _--- _ 1 �i (• ' •• j •• - 3 • • rn� �\\ C88 _ N46'50'45„E 16.08',0 ' RAD=255.0', ARC=16.08' Lu N
S80°35'44"W 100.24'- .- 1 t ' 159�40 e --4 ' 3'_ 3- C107
\ �\ �� / i. I 't 1, �� ® 1. . . (. . . . . . .`') - - - 1 C89 - N40 30 1 E 65 2 , D 231.0', ARC=65.64' W N
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1 `. I -• y) t W t ( m OHO ! �� •t , / ) C90 N04'16'49"E 217.54', RAD=231.�', ARC=226.50' ,,_,
TEMP.CONSTRUCTION ENTRANCE S80° 4'S6"W ' -� ` � 1 '' c;( \•c \t • ..• • • • - `-" • • • '' ' C91 = N16'29'02"w 65.03' RAD=255.0' ARC=65.21' c>s
_ 53.39 -� y l t, ,\. ^. 1 PIPE E 1 ® \ w1 .�
-i or _____� - \ M • i '25,37,18 zs.s5 4) \ _ = - -
�_ N 22, C92 N32'32'31"W 180.98 , RAD-228.0', ARC-186.11'
�N59° '� / . n "' ll `. W • • ( C92a = N5T14'S4"W 67.20', RAD=1456.02', ARC=67.21' F--
0(J 25 W 87 35, / i/ '\ ��-- d- 1 Z 3 y 3 /,����,,,����,,,` ,`� �,�_ •cp 1 C93 = S75'31'53"W 28.72', RAD=20.0', ARC=32.04' LLa N N79°47'S7»W 1 Ni 1° --� i \\ t ,° 1;• • •1 •� \O� w�. t r• \ 11 C94 = S21'37'16"W 57.15', RAD=205.0', ARC=57.34'
68 ;k` .f.��f)0 17 E 296,g 7' �/ t, �`� )t d /E--37.99' �"� j t`` -1 C95 = S 14'40'34 E 23.69 , RAD=25.0 , ARC=24.68
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2 W 56.63' ;36.5 '',„;� �_ 44% \ ( � r-• •-- - ct� ld �. . �� DA#4 "� 1 21 C96 = S18'30'06"E 41.40', RAD=50.0', ARC=42.69'
loam • /' / ry .. -� AREA#4 86 • \\o ., . - C97 = S2T36'18"W 36.89', RAD=50.0', ARC=37.78'
�'- , 2 0� 1r \ t '2 ��7V/ /1h `t'�` I .\ - - -
'�_ �r�saaro�w so.N / ( \ ) 18 o m i �''•^;, '1 a \ C98 - S78'08'11 W 48.30', RAD-50.0 , ARC-50.41'
95.p �� / 1 \ `SS' / ' •�� `` ''" '`d, \ \ `20' C99 = N3T01'31"W 58.71' RAD=50.0', ARC=62.75'
LOT 106 OF THE HIGHLANDS N 8°i S16.54'S3»w C13• / ,-- . -: =: t \ c \ , / CO / . . . oce�z. ° .� . . \ - ,
\ ? i • 7 i F '2. s. \ C100 = N25'47'07"E 45.1$', RAD=50.0', ARC=46.87'
AT QUEENS CREEK PERMIT 53 5 26¢6 ' y/� PIDag / ' 13Di ; . N? cm �_ C101 = N31'33'10"E 17.99', RAD=25.0', ARC=18.40' J
NO. SW8 070803 AND 10 ` i \ �• �• 4 ♦ ,� \ • •, 9`3 8op, ;_9 , C102 - N11 55 25 E 12.99 , RAD-255.0 , ARC-12.99
ONSLO-2008-051 NS9°0 \O S�'y A. \ '�`. ,� '\ ' �, \ - 1 807„ F ¢9.,;'>- �. = _ 0', A =C103N21'30'30"E 72 08', RAD 255 RC 72 32'
84g•, �� \ ,,� ( \ '`" g.�32' 27.40 AREA#3 • • \ •I F S4P's-y` C104 - N15'21'59"W 28.28', RAD=20.0', ARC=31.42' r
11i �, `2';\ co 1 •(�\ • • . . 20' •p&U' , -f ,ev. o,0, o� • / N?9., �,0 < S46° 5'� tt� r C105 = N84'27'41"W 20.41', RAD=25.0', ARC=21.03'
\ 41 E- -''-- Z •
1 G 27 1` [y 2' C106 = N66'29'50"W 66.99', RAD=50.0', ARC=73.41' 0-
9.
t ---1-- '11-?V�' a • 4.92,. \ ` • ,. •i ri�---_ / \ 0 , )'�', i' C107 = NO3'S9'16"E 47.60', RAD=50.0', ARC=49.61' D w
y �� O ^c 1. n116'• \ iv ��_ �'� �/ ,cr a,�� �\ V IFS , C108 = N83'29'12"E 77.79', RAD=50.0', ARC=89.14'Q --tti ` : •1 ` - .-. - ..3.4¢ 46 ,• I\y V �_ -�vy►r PIPE D SySrEM\ ��\ 082 ,5�j � / C 109 = S28'48'31 E 2$.62 , RAD=50.0', ARC=29.03' O
�7g 30 ^� C 94 P \ g�' t C 1 10 = S36'16'18"E 20.41', RAD=25.0', ARC=21.03' et W
4? G` DA#2 \ f \ � p' f `� N\ �o•� 9G96 C s2�R O \ Co '. - C111 = S59'08'27"E 64.43', RAD=1506.02', ARC=64.44' rrrr��
9 \\� \ �� 20` '- 1 �`a o S0. ..:cS��, 1 SYS7 5'S --�- C112 = S56'55'14"E 52.28' RAD=1506.02', ARC=52.28 V
THE HIGHLANDS \/ ` • \- ,'• �. - ,�, •. `__- so- ,;:., EtbJ r----- t „ co
"\s �' h� CO 1 �d �ti ®ro DA#3 / N \ • . . t C113 = S54'38'05 E 12.53', RAD=278.0', ARC=12.53'
AT QUEENS CREEK <�8 \ A, "' t ��-,, h� ®M w o / �, 29. S \ 30 „ (n
,� PIPER / • c< <o co' ti `� 2 i' `L 3 F.�' r O i C114 = S31'15'02 E 209.11 RAD=278.0 , ARC=214.38
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C1 15 = S16'29 02"E 52.28', RAD=205.0', ARC=52.42' W W O 0
V 29� ' �\ �' i `� N <o o `' t I /i'S �1�� �n C' r411118”E
�i , C116 = S13'03'11"E 104.89', RAD=281.0', ARC=105.51' Nlf1
SW8 070803 J '\ ',� �� '� a N I3olt . . ,.��` 20�.8 , . . 2 N • 2s.ss 7s 17 318.72 �. . . . , ,i,, / ��. ; ,• �� y� \, o� �� ,�! 2 ss2.o�s6, S02 , , KINGSBRIDGE II, SECTION 5 C117 = s4r59,5o,E 26.08', RAD=20.0', ARC=28.41' 0 0 M
ONSLO-2008-051 ® • _ �0 506, --- \ , C1 18 = N72'12 25 E 20.41 , RAD=25.0', ARC=21.03 00
�U28-, iAREA#1 �� 44 = �O. "�`N. .. ' �o '° �� • ^Y �`- I PERMITS IN PROGRESS C119 = N86'51'27"E 62.59', RAD=50.0', ARC=67.62' U) = Z 1
�' •� /s` B6 U h `�` ` o'w i / S 616I67 d' C 11 , / C120 = S22'10'S5 E 53.31 RAD=50.0',, ARC=56.23' W
^� �°� ;� 6�\ , a) i �.y� ` h� Woon� ��'� 2 r �a o �3�, S8. %\ p� _\ / C121 = S38'41'38"W 47.96 , RAD=50.0 , ARC=50.02'
, / 0 �� ` Q�J Cy : �s9' �O`' t �` p`x o,,, ,-,�o. g4'F 3' / 'o A2) 10 , C122 = N74.04'37"W 62.34', RAD=50.0', ARC=67.31' 0 z
0 30 4 � ?� �,� t , �•� h• \ c,+a? r� 32 �' /�^'h ly [b . 8 C123 = N59'36'12"W 20.41', RAD=25.o', ARC=21.03' U- Z V
' 27; C�' ' �' C Sg• �,1 t;� o r'- m 2 " 6,� / i ® 169.27' Et O
` ,. ._- Q 4, © 1 �, r .1 a l 2 . 8g. N / C124 = S55'36 03 W 26.08', RAD=20.0', ARC=28.41 0 W
i 8 `'� �' t I 1 % N C 125 = S 19'5T 10"W 49.50', RAD=281.0', ARC=49.56' Z
1- 26.23. . \ . •S j}1 : ,. ►r , \8 • c� �tio \ .� c� • °L 31f.62' ^ 4'( , S 9 S ,p ._ ._ - t / ° 1 C 126 = S33'35'S1"W 83.96' RAD=281.0', ARC=84.27' w V- O
O ,�. 0• 3' 00' •.� `�j • `\ �, ,�• • -t� '/ 6.: , ', 7 42>., i C127 = S45'25'14"W 31.68', RAD=281.0', ARC=31.70'
cy� 13 \ 1\L o. �.��\ © c :6).
S• oti s , -'1 / ,o 9g4 F / 40N,,� --,\ ^v C128 = S3723'19"W80.08', RAD=205.0' ARC=80.60' Q = QWI o - �� s ^? 72\ �+a •a • , : ® • .\1 / ., 41150 6• C129 = S29 25 56 W 44.42', RAD=385.0', ARC=44.45' a.
t1�,. >,.`1 . . -\\ �a ©c '.65, r�\'7. \ , �4 1. .p . . -I• m �� N3 .200 [b��' , 7 / '-- J,�/ C130 = 537'06'30"W 58.66', RAD=385.0', ARC=58.71' W I- U < Z
\l 1 - -rn 4> - - \: r��O \ FF r? �o� ° 6,�cS PIPEC �• �g i ,�/ C131 = S51'24'07"W 87.90', RAD=255.0', ARC=88.34' et
CASTLEBURY, PHASE II t• ' " © �� G+ �59' 38 4�' n' ' .� 111 39'� R �' ��'\�` 639�R° �hry 26 J C132 = S68'25'05"W 62.96', RAD=255.0', ARC=63.12' , ti W O
' . .. -'o 90 \ A ' . o�' i ;- 6 '\ s• r 0- O Z =
NOT RELATED TO _ "--- _ = _
i l`. . \• �'�„ gyp, rL 6 C91^��'% Asp p,L1 � J'C, ® '` �__,_-•- C133 = 560'0353 W 112.67', RAD=211.54', ARC=114.04
\.\ 30I . a� , \ ` c' J \ Vc9'� .�\ 2 r Dr��i'�� EtG1P11�0:2Q 70 - - = 1 ZTHIS PROJECT 19, - _ - ,� o, o`O .` ` \�8 t °. .,-�''� _-�-�c • �22r`_---- C135 = N21'08'12'W 36.84', RAD 35.0054ARCR38.80' 1
r O 9 8' 59.59' '
. 18 \ • `s-1 °j )0' S°' �%' m `\© '• C 136 = S68'S 1 48'W 93.53', RAD=55.o0 , ARC=233.76'
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(\ /t�c. - (5o. . . j • /.(`, <5. 40 1-• _.nA. •gLi, `y~~ L33 L32 L31 _ 30 L29 122) _ - -'�/ �--.
O°' 25 C11 e2 o. L34 \ _ `
17 , w. . 'i • ../\. PIPE B �1 \- - ,
' -- \ 7 txD. -t i o°`' t- '1 RETAINING WALL 44 .45
LEGEND \ t\. • gb •!tip' a1 _ tx ©� co ; 4,I�, BY OTHERS �42; •.43,
CONTOURS 16 ,;/ rO. 30\. A0',,_. m 2 �Oo�ij� dam,.+�^ �n, _ .40,
l _�_ - '\\ 0 l' , 'C7- •' '(/ tx0- r DA#2 p'• gl 148.75' °'' 1221 (' 39\� CAN A 34w13 J
XX.XX EXIST.SPOT ELEVATIONS(FEET) \ \ .o v, / k ; \ w I_ I �\ I 0' 150' 300' 450'
\ ' 15 "l' i ` 1� ^� r „ .Fr 0 11 N06'18'06"E 1 - ( 1261 12A 1 Q_
- cL - CONSTRUCTION LIMITS \ _ \ �,, °F , , I ��;41'oa W!!y W II'
f^ ^ , �, MI MN TH. NM MO EliE HIGHLANDS OF QUEENS CREEK, SECTION 2 W
Eli NEW SPOT ELEVATIONS FEET \� d' ` O� I I`� 1 '38 \` PG / Z
40- © (FEET) ,v��sD.,- - . . .\\ I /. . 1 ,16' ' ,1 �0; 'I a 4125.04 4D 1 - ' _ -- / LOT AREA O
1.11
fX
- > DIRECTION OF SHEET FLOW \) ` 1 4' \` ��� i I �' ` i 8•
/r-- �� LOT 1 17,043 SF 0.39 ac. LOT 17 24,315 SF 0.56 ac. LOT 31 31,061 SF 0.71 ac.
\ - kp�rL� �'j �% ( '2407 \1rn • ^ i`37' ' LOT 2 22,685 SF 0.52 cc. LOT 18 13,456 SF 0.31 ac. LOT 32 15,668 SF 0.36 ac. 0
WETLANDS LINE I / t D• I'-
LOT 3 33,255 SF 0.76 ac. LOT 19 14,288 SF 0.33 ac. LOT 33 21,026 SF 0.48 ac. O
3 1 . .sz S I i. , c> rO I
cP 0.-7 - ' I i •// \ ,_4 / , I• . LOT 4 32,963 SF 0.76 cc. I-J 57,361 SF 1.32 ac. LOT 34 35,951 SF 0.83 ac. 12
WETLANDS / ' d�.S,q. . . i I // 04,g-ii 0 `37 - LOT 5 21,880 SF 0.50 cc. LOT 20 39,977 SF 0.92 cc. LOT 35 24,240 SF 0.56 ac. Z
__ W
12,1 m9. 1... „ 7 Q', ;I 3.27`7,7 F . 6' J� LOT 6 34,535 SF 0.79 ac. LOT 21 42,829 SF 0.98 ac. LOT 36 36,575 SF 0.84 ac. W
o o SILT FENCE - - A'= i �, , 6J . Ct. ' LOT 7 44,852 SF 1.03 ac. LOT 22 44,060 SF 1.01 ac. LOT 37 31,697 SF 0.73 ac. W
- ➢ - TEMPORARY DIVERSION DITCH \. !` ' . o• ' . 'L9p'' hit •( of 1 ., o LOT 8 51,952 SF 1.19 ac. LOT 23 100,730 SF 2.31 ac. LOT 38 35,398 SF 0.81 ac.
1-`\' . ' ' '`'Dv•' ' '� • I AREA#2 Nl ' ® . ) I Q LOT 9 17,768 SF 0.41 ac. H-G 52,055 SF (1.20 ac.) LOT 39 31,828 SF 0.73 ac. W D
- SWALES ^� Sti �� 1 •• (!7 0^ • / '`J 1 LOT 10 40,873 SF 0.94 ac. LOT 24 79,818 SF 1.83 cc. LOT 40 35,595 SF 0.82 ac.
\• . • ' �� . - • •1 ;, 1 1,� ,n 1 LOT 11 52,378 SF 1.2C ac. LOT 25 31,653 SF 0.73 ac. LOT 41 43,196 SF 0.99 ac.
Q
- 5 4 N - I C�r� KINGSBRIDGE II,
- - - STREETROW KINGSBRIDGE II, SECTION 6 i 2f�40 �`. ` I �� �2210 �• rn I �I LOT 12 54,710 SF 1.2E ac. LOT 26 20,724 SF 0.48 ac. LOT 42 21,954 SF 0.50 ac. F•-
DA#X DRAINAGE AREA i ' �i � �' �= J 1 35, (�I SECTIONS 1-4 LOT 13 24,892 SF 0.57 ac. LOT 27 18,806 SF 0.43 ac. LOT 43 20,934 SF 0.48 ac. C Q
PERMITS IN PROGRESS ' 10,'' • ' ` 7: ° I / C LOT 14 23,468 SF 0.54 ac. LOT 28 46,892 SF 1.08 ac. LOT 44 35,183 SF 0.81 ac. C
i . 2sS, .\ �• 1 M.B. 33 Q / SW8 890414 LOT 15 45,825 SF 1.0° cc. LOT 29 110,531 SF 2.54 cc. LOT 45 25,908 SF 0.59 cc. (n I--
( O 16, `. of 1 n ,,PG. 124 i LOT 16 16,655 SF 0.3E ac. LOT 30 66,682 SF 1.53 ac. LOT 46 1,069,539 SF (24.55 ac.) Q z
IN o / ONSLO-2013-074 p Z • D
.\ t N 18.12 d- ,--N (LOTS 20 & 22-42) Q U 0
i
THE HIGHLANDS AT ''�2 11a1
\\\ \ 8 .., '11.+397 , ,�5,, �t- •• 3 j, -i • j 1101 L TABLE n = N Z
V Z
QUEENS CREEK, SECTION 2 _• • 1 • �sy^F Ma " - - _ ~
.� t 2, L1 = N70'51'52'W 45.55' L23 = S00'32'02"E 81.04' L43A = S79'•8'36"E 81.12' L67 = S09'41'59"E 90.06' L89 = N30'10 29 W 124.36' [L O
• TOTAL OF 46 RESIDENTIAL LOTS \\\ l 121 , `- PG' 2 � - L2 = N70'49'28"W 169.15' L24 = S00'37'31"E 80.84' L44 = S79'3E'38"E 81.03' L68 = N58'17'05'W 99.96' L90 = N30'10'29'W 119.83' 0 = W J
`5' \ ( i L3 = S19'07'47'W 126.30' L25 = S00'35'43"E 81.05' L45 = S80'0)'56"E 81.22' L69 = N54'S5'17'W 100.19' L91 = N30'10'29'W 134.99' g
\‘ \ \ _ 1 ( L4 = S19'08'25"W 108.31' L26 = S00'35'06"E 80.72' L46 = S79'4)'14"E 81.01' L70 = N58'16'57'W 100.00' L92 = N30'10'29"W 151.77' W V CO
PROJECT AREA = 68.27 ACRES . - -Y 11 I L5 = S70'53'10"E 138.97' L27 = S00'35'55"E 100.04' L47 = S79'43'10"E 80.00' L71 = s31'40'22"W 6.00' L93 = S64'15'53"W 93.66' = W z
\ _ I \ L6 = S19'08'40'W 60.00' L28 = S00'40'23"E 81.07' L48 = S79'43'10"E 80.00' L72 = N58.25'52"W 100.37' L94 = N52'38'38"W 131.34' 0 I- (n = 0
DISTURBED AREA = 23.4 ACRES \ ,� L7 = N70'51'20'W 138.84' L29 = S00'39'37"E 85.87' L49 = S63'17'26"W 33.00' L73 = N58'29'52"W 100.05' L95 = S01'40'52"E 133.97'
L8 = S19.08'13"W 108.03' L30 = S00'38'44"E 96.92' L50 = 563'13'31"W 90.00' L74 = N41'56'59"W 27.36' L96 = N39'10'44"E 155.68'
AREA VEG. STABILIZED= 1 rJ.1 ACRES L9 = S19'08'03"W 108.02' L31 = S0o'35'48"E 95.05' L51 = S63'1)'08"W 85.10' L75 = N57'57'55"W 73.42' L97 = N49'16'07"W 19.62' _
\\\ r� -' i L10 = 519'02'49"W 108.00' L32 = S00'37'56"E 106.65' L52 = S63'1?'17"W 46.90' L76 = S31'57'34"W 7.66' L98 = N49'16'07"W 32.00'
WHITE OAK RIVER BASIN J , 1 L11 = 519'05'24'W 108.17' L33 = S00'37'56"E 108.71' L53 = S66'5E'44"W 35.04' L77 = N58'17'00 W 99.89' L99 = S42'2441'E 52.09'
1 / L12 = S70'52'45"E 138.58' L34 = S79'48'16"E 22.25' L54 = S78'17'44"W 139.22' L78 = S31'46'03'W 150.46' L100 = N56'32'21"E 8.24' y-ti PROJECT# SHEET
L13 = N19'11'04"E 23.65' L35 = S79'50'26"E 122.76' L55 = N09'4)'59'W 12.50' L79 = S22'04'40"W 60.90' L101 = N19'08'04"E 6.53' E-15-1
/ ,l L14 = S70'52'44"E 60.02' L36 = S79'45'32"E 102.42' L57 = N09'4)'59"W 25.00' L80 = N31'24'28"E 68.98' L102 = S19'08'13"W 4.96' DATE
L15 = 571'02'24"E 159.91' L37 = S79'49'02"E 128.77' L59 = S80.1)'01"W 19.94' L81 = S00'40'23"E 30.19' L103 = S19'08'25'W 4.96'
L16 = S70'50'21"E 15.56' L38 = S79'45'18"E 61.16' L60 = S09'41'59"E 30.00' L82 = SOO'40'23"E 50.88' L104 = S70'52'45"E 5.61' 2-25-15 _
1
G ... ADING ,
L17 = So0'46'o0"E 7.08' L39 = S79.49'48"E 115.28' L61 = S80'1)'00"W 149.92' L83 = N49'16'07"W 9.70' L105 = N22'36'45"E 50.45' SCALEL PLAN L18 = S00'35 41 E 28.17' L41 = s79.48'34"E $1.26' L62 = S09'33'37"E 89.99' L84 = N49'16'07"W 28.83' L107 = N01.57 37 E 51.70'
I N NTR L18 = SO0'35'41"E 52.17' L41 = S79'47'58"E 81.26' L63 = 509.4Y51"E 90.02' L85 = N30'10'29"W 97.23' L106 = N5$'40'03"W 51.10' SHOWN
ER _ „MWA
TER _ _ _T R _ 0036 tE80.72 4 - 191 4 - -
L20 S 3 L 2 S85 5 E 56.85' L6 S09 3�39 E 90.07 L86 N30'10 29 W 139.16' L108 = N58'21'19 W 31.59' DRAWN BY
L21 = S00'40'44"E 80.92' L43 = S55'52'37"E 149.13' L65 = S09'5?'57"E 89.97' L87 = N30'10'29"W 133.43' L109 = N58'21'19"W 60.05' NKS 1 of 3
SCALE• 1 " = 150' L22 = S00'38'45"E 80.80' L42A = 579'45'01"E 130.56' L66 = S09'23'57"E 89.96' L88 = N30'10'29"W 128.90' L1 10 = N66'11'25"E 15.63'

49
ik
_ GE\ EAL \OTES :
/++ \ \ \,,,O\
_-��214
• 1. CIVIL/SITE PLANS PREPARED BY NICHOLAS K. SHEPARD, PE WITH STILLWATER ENGINEERING, INC. (n
/ ++ \ ::1‘ �.\ rr Z
2. LAYOUT INFORMATION OBTAINED FROM SURVEY BY DAVID T. WESTON LAND SURVEYING. 0
/ ++ N. N / • 3. THIS LAYOUT PLAN IS PRELIMINARY AND NOT INTENDED FOR RECORDATION, CONVEYANCE OR SALES. (n
+ N r THIS IS NOT A SURVEY OF ANY KIND. }
�V / +++ \ y \ �� ` i 50'VEGETATIVE W
v / + TEMP. DIVERSION ` AL At AL i FILTER STRIP 4. CONTROL POINT ELEVATIONS MAY VARY DUE TO ELEVATION OF NATURAL GRADE AND TYPE OF
/ +++ SWALE TO BASIN \ \ 2�.5� \ \` ,'i CONSTRUCTION.
/ SKIMMER ERASIN#1 L•7 \mia,\ \\� _` ,Jrrr ..../
- RELEASE TO EXISTING 5. NO SLOPES SHALL BE GRADED STEEPER THAN 3H:1V.
/ 35'X70'ATTOP N N �� �� ''` / ( % GROUND AT27.4'
/ 23'X58'ATBQTTOM O \ \ \` ,/ ` �, � J""" ' �•! • 29 CO \ STUCTIO \ SEQUENCE FOR HIGHLANDS SECTIO \ 2 :
4. 2:1 SIDE SLOPE N -- /r EFFECTIVE
DEPTH 3'-0" 1 . _ PRIOR TO COMMENCING ANY WORK.
� • � ` r . INFILTRATION#3 1 . NOTIFY ENGINEER,
DRAINAGE AREA#1
/ �• / / OUTLET ' ' \ 2. UTILIZE EXISTING DIRT ROADS TO ACCESS WORK AREA. DO NOT PERFORM LAND-DISTURBING ACTIVITIES OR
S70
•N. \• / / N \i .:,{-� ` ` SWALE#3 1,
\.\ 3. PERFORMTORE ANY MINIMAL CMEARINIGLS& OUTSIDE
GRUBB GRUBBING OPERATIONS DESIGNATED
IN ORDER TCONSTRUCTION
GAINLIMITS.
ACCESS TO AREAS WHERE ® �,�®a:e's+���C7,,�`°'
\ /..:a~; •�. / 2
0l��UE _ ,: / EROSION CONTROL DEVICES ARE TO BE CONSTRUCTED. THE SITE IS NOT HEAVILY WOODED AND EROSION lilt'
y,"��/ • • ,:.^ / OUTLET \ \ r ' ;:..x+'-;.�:; '_ CONTROL DEVICES CAN BE CONSTRUCTED IN MANY AREAS WITH LITTLE DISTURBANCE. CONSTRUCT SKIMMER . �,, ®'� :_// •\ / ; SWALE#1 r 50 fmr - BASINS #1 THRU #4. _ 4d� �kr• / EFFECTIVE \� r 4. CONSTRUCT ALL SILT FENCE AT LOCATIONS SHOWN ON PLANS. SILT FENCE SHALL BE PLACED ALONG THE = w1,k1DAYLIGHT , r • 5- / �� CONSTRUCTION LIMITS LINE. IT IS SHOWN JUST INSIDE THE CONSTRUCTION LIMITS LINE FOR CLARITY. 1.7.1,
°.� Q
/ - / INFILTRATION#1 r '� a
OUTLET \ r • .� ._..,�4���
// ��k/ / < / : / • CONSTRUCT OUTLET SWALES WITH EFFECTIVE INFILTRATION #1 THRU #4. AT AREAS #1 AND #3, CONSTRUCT ' ��4 ��, �w'
/ DIVERSION DITCHES SO THAT ALL RUNOFF IS TEMPORARILY DIRECTED TO SKIMMER BASINS. , w�=`
r, O RELEASE TO EXISTING \ • / , y=o�ec
+ `� v / ./ / • / • �.� '30.0� 5. PERFORM ALL CLEARING AND GRUBBING OPERATIONS WITHIN CONSTRUCTION LIMITS. IT IS ANTICIPATED THAT
r . / 50' GROUND AT 26.6 r • / \ A TOTAL OF APPROXIMATELY 23.7 ACRES OF LAND WILL BE DISTURBED FOR THIS PROJECT. J
\\
'+ `���,/ _-- • • \ 6. STRIP TOPSOIL AND PLACE AND/OR DISTRIBUTE ONSITE.
++ / .` 50' VEGETATIVE © -, DAYLIGHT -�� 7. PERFORM TEMPORARY SEEDING IN ACCORDANCE WITH SEEDING SCHEDULE. c'�
+ / f--, • FILTER STRIP OUTLET --- . �' d'
\ - 8. CONTRACTOR SHALL PERIODICALLY REMOVE SEDIMENT FROM SKIMMER BASINS. CONTRACTOR SHALL INSPECT o 00
++ / / // ALL EROSION CONTROL DEVICES PERIODICALLY AND AFTER EVERY SIGNIFICANT RAIN EVENT AND SHALL PERFORM ti N •I'
++ / --- SKIMMER BASIN#3 TEMP. DIVERSION \.� �` NECESSARY MAINTENANCE AND/OR REPAIR. r V = CV
/ SWALE TO BASIN �_ i
+ 35'X 70'AT TOP 9. GRADE ROAD, OFF-SITE SEPTIC AND HOME SITES. THIS INCLUDES IMPORT OF SELECT FILL THAT MEETS Z Li W
++ / 23' X58'AT BOTTOM _ - NCDOT REQUIREMENTS FOR ROAD BASE MATERIAL. DETERMINE THE SUITABILITY OF EXCAVATED MATERIAL FOR ti = d co
+ / 2:1 SIDE SLOPEUSE AS STRUCTURAL FILL AND BACKFILL. SOIL SHALL BE COMPACTED TO A MIN. 95% STANDARD PROCTOR NN- Cl') < so., Z
\ ,t A< DEPTH = 3'-0" c----30D MAXIMUM DRY DENSITY PRIOR TO INSTALLATION OF ABC STONE BASE. DEGREE OF COMPACTION AND SUITABILITY x 1- o U N
++1 0 DRAINAGE AREA#3 OF ONSITE BACKFILL MATERIAL SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER. O a U) N 21 L
•
10. PLACE COMPACTED ABC STONE FOR STREETS. m n.
•
11. INSTALL UNDERGROUND UTILITIES AS REQUIRED. O M Q CU
12. FINE GRADE FINISHED AREAS AROUND NEW HOMES SO THAT THEY ARE SMOOTH AND MEET THE SPECIFIED
LI 40
ELEVATIONS AND CONTOURS. FINAL GRADES SHALL FOLLOW THE NATURAL COURSE OF THE SURROUNDING
GRADE TO THE EXTENT POSSIBLE. a)
13. PERFORM PERMANENT SEEDING IN ACCORDANCE WITH SEEDING SCHEDULE. •L
14. GROUND COVER FOR ALL AREAS SHALL BE ESTABLISHED IN ACCORDANCE WITH TABLE SHOWN ON THIS It 0 _ N
Z I-- C W
AREA # 1 ENLARGED DRAWING.15. CONSTRUCTION CAN BE PHASED PROVIDED THAT THE SKIMMER BASINS AND OTHER EROSION CONTROL ~
DEVICES ARE INSTALLED FOR THE DRAINAGE AREA BEING DISTURBED. FOR EXAMPLE THE STREET CAN BE F- W p
SCALE. = 3O� CONSTRUCTED FROM INVERNESS DRIVE UP TO LOT LINES 4 AND 42 PROVIDED SKIMMER BASIN #1 AND THE J Z_
CORRESPONDING SWALES, SILT FENCE, DIVERSION SWALES, ETC. ARE INSTALLED. SINCE THE RESIDENTIAL LOTS _I 3 0 ci
UTILIZE SHEET FLOW, THEY CAN BE CLEARED ON AN INDIVIDUAL BASIS PROVIDED THE SILT FENCE ON THE I- Z U -
PARTICULAR LOT BEING CLEARED IS INSTALLED. f!) W z
// EROSIO \ CO \TROL/STOVWATER NOTES :
/ I,
\.
:.< � / \
1. CONSTRUCTION ACTIVITIES SHALL NOT EXTEND BEYOND THE CLEARING LIMITS
s4 it // ��/, LINE SHOWN ON THE PLANS.
U /
r/ 24 O 2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES AND SHALL AMEND
,___Araz ___ .,11, .,./, •
y� MEASURES AS REQUIRED TO PREVENT ACCELERATED EROSION FROM TAKING PLACE ON THIS SITE.
AREA #3 ENLARGED
3. ONCE ALL AREAS HAVE BEEN STABILIZED AND WITH ENGIN R'
ENGINEER'S APPROVAL, CL
r , 0 L, CONTRACTOR IS TO REMOVE
rr ; 1 TEMPORARY EROSION CONTROL MEASURES, REGRADE, RESEED & REMULCH TO STABILIZE THESE AREAS. W
/ SCALE. 1 " = 30'/
4. FOR ADDITIONAL REQUIREMENTS, REFERENCE DETAIL SHEETS. O
r 5. EXCESS SOIL, TOPSOIL, CLEARING DEBRIS, ETC. GENERATED BY GRADING OPERATIONS SHALL BE DISPOSED f Ce
r / OF IN A PERMITTED LANDFILL. ANY FILL IMPORTED TO THE SITE SHALL BE FROM A PERMITTED MINE. (� O
/ 4
r
/ \ � W �
�� ctW CO
41, NM/ oo= ZSEEDI \G SC- ED , LE FO THE HIGHLA\ DS w n .. Lo/ I I zN/ 1 I SOIL A EN DENS/FRTILIZE+ L _
-
Ct
CD
��
0
` Iw 1 • +++ DATE TYPE APPLICATION RATE a Z W
At /; �✓ 14 `,++ LIME 3,000 LBS/ACRE Q W Q co . .
•
to 7.1----------------OUTLET - - -- L FERTILIZER (10-10-10) 800 LBS/ACRE Z
N + SEASONS W (,) <C
I I SWALE#2 / �� \ ' MULCH 1.5 TONS/ACRE O N. z O
co i
1 PE� vA\ E\T SEEDI\G Z N. �'
SKIMMER BASIN#2
35' X70'ATTOP 1 I y \ Y ++
C24)
'� i 23'X58' AT BOTTOM
APPLICATION RATE
2:1 SIDE SLOPE I + DATE TYPE
/ DEPTH = 3'-0" / 7 `. ® ++
DRAINAGE AREA#2 \ ' At 4, At ,4 ALL SEASONS TALL FESCUE W
u ; ,+ 100 LBS/ACRE
i `, COMMON BERMUDA
r
�� �i +lUTLET \ �, APR. 1 - SEPT. 1 UNHULLED 50 LBS/ACRE CI
/ SOWALE#4 \\ SEPT. 1 - APR. 1 HULLED 75 LBS/ACRE
W
\ SEPT. 1 - APR. 1 ONLY RYE GRAIN 50 LBS ACRE
V
C/� W
PIPE E � DAYLIGHT 1111 \` APR. 1 - SEPT. 1 ONLY GERMAN MILLET 50 LBS/ACRE 06 W
� OUTLET \\\ W V
NNN
/ �I�-- . ' / 1 TEN �0 ANY SEEDI \G z
`�`\ LU
Arc Ac N,
/i► DAYLIGHT1/111 v0
/ / \ ++ co.,,
N.
s.
OUTLET / �• / + DATE TYPE APPLICATION RATE W
EFFECTIVE / / .•;.•• r= + CY
-
DEC. 1 APR. 15 KOBE LESPEDEZA
I � '% � INFILTRATION #2 40 `YJ'.' .. r \ , 50 LBS/ACRE W 0
/ gI
RYE GRAIN 100 LBS/ACRE
C!) 0
J GS'\\\\ RELEASE TO EXISTING I / / SKIMMER BASIN#4 \ QUO `� +i APR. 15 - AUG. 15 GERMAN MILLET 40 LBS/ACRE Q
`\\\ GROUND AT 26.9' I �� / / 35'X 70'AT TOP \ F I
- / -'L Cl) �_
23' X58 AT BOTTOM -7 , AUG. 15 DEC. 15 RYE GRAIN 100 LBS/ACRE J Q Z
• 50'VEGETATIVE �I / 2:1 SIDE SLOPE EFFECTIVE _ _ I+ - CL Z , D
FILTER STRIP I 1 DEPTH = 3 0 INFILTRATION#4 + O 0
\\ / DRAINAGE AREA#4 +
As As At ,< A<vv 1 �.I w N z 0
RELEASE TO EXISTING • �} _
\\`\ f, I 50' GROUND AT 26.9' / \ � FC . - :. ..,:
vvvv I ;I 50' VEGETATIVE GROUNDCOVER STABILIZATION TIMEFRAMES � e ! lh w F. m
` FILTER STRIP � � '� � �
// z = W = Z
I �i S
0 / SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS BY- W I-- CO
= Q
I /� PERIMETER DIKES,SWALES,DITCHES AND SLOPES 7 DAYS NONE
/
AREA # 1" E N LA R E D /// ,.. di.
HIGH QUALITY WATER ZONES 7 DAYS NONE PROJECT# SHEET
/ E-15-1
/
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR LESS IN LENGTH AND DATE
SCALE: - 3 O ARE NOT STEEPER THAN 2:1 14 DAYS ARE ALLOWED 2-25-15
AREA 2 ENLARGED ;
SCALE C..2
/ SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH SHOWN
SCALE. = 30' ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HOW ZONES DRAVVN BY N KS 2 of 3

I
1 1"
72' MIN.-1 CL
- 50' -
1
z 1 (/)
- - --� FLpW SHOULDER RIGHTiOF WAY SHOULDER z
_ __ . -- - ' _. i iI I -_ ,, I 7___-------------
6� 20� 6' DITCH 0
_.__. -__- _ -, i I I ; ASPHALT SURFACE
W W W
• • \ - 6'TYPICAL SLOPE 1"/ FT 1/4 /FT.. ' 1/4"/FT 1"/ FT. Li]
W W W y W W I I ( 4 OUTFLOW IS TO DAYLIGHT 3 : 1 1
> 3 : 1 3 : 1
•
•
•
\ W W W W I I ImoSUPPORT ROPE OR w TEMPORARY DIVERSION DITCH I 1.5" sF9.5A
N Jri L
W W • • • WIRE TO PREVENT 1 SCALE: NTS 6
W W I I I SAGGING (TYP.) z
. W
* * I m r 1 : 1
\ W W W . I I I w RESIDENTIAL COLLECTOR ROAD
-4 * I I I 1� I% '
• • • 11A)))1 I-t � � �.---
W W • •' `~N »> > NOT TO SCALE 8"ABC
INFLOW . .. �- - ----
rII��Ni► OUTLET SWALE CALCULATIONS`i I'i i •I i i�`' I I I • `. ��,�p116iltttttty
W W W
°:
• • • 8' EMERGENCY
SKIMMER '� �..4�" •® �'
Z.
W y W I I SPILLWAY = ` "' t��' =
W W W DEWATERINGCL `, ® �
W W W • • • CHANNEL VELOCITY VELOCITY 1 m �,- w
`� W W W I I DEVICE AREA Q10 SIDE- SLOPE (BARE) (GRASSED) 50' S. 5- �cv :
W N W
/ W W W W • • • l I y
SWALE# (ACRES) (CFS) SLOPE =fir _ °°���:
(FT/FT) (FT/SEC) (FT/SEC) SHOULDER SHOULDER •
Ve W W �. RIGHTIOF WAY �•? ��, ,• �
W I I BAFFLES - 700 G/SM �, `,' �✓ t ��r"`
W y W • • • COIR MESH OR SIMILAR \ 8 TONS CLASS B RIP RAP 1 1.17 3.90 3:1 .007 1.3 0.5 6 20 6 DITCH �d/�` C�c�`®
W W W I I I STAPLED OR TRENCHED \- OVER STABILIZATION FABRIC 2 1.90 6.70 3:1 .008 1.9 0.8 `--5'--- t " 'eta+�`
W ASPHALT SURFACE
W y ` W W • INTO BOTTOM/SIDES IN ' , �, 3 0.77 2.70 3:1 .005 1.9 o.s SLOPE
- -- _� __ ONE CONTINUOUS PIECE 4 0.39 1.69 3:1 .005 1.9 0.8 1 / FT 1/4 /FT. I 1/4"/FT 1"/ FT. J
3 : 1 I--
• 3 : 1 3 : 1
1
---�_ Q=CiA FRACTION FACTORS 1
-- �_ 1.5 SF9.5A
C=VARIES(.46-.60 WEIGHTED) n=0.02 BARE EARTH Q=1.49 R 2/3 S 1/2 r x co
"�� \ 110=8.0 IN/HR n=0.05 GRASS n r6��1 NU_ N
PLAN LOCAL RESIDENTIAL ROAD �-- 1 1 z a
Z} DRAINAGE PIPE CHART CO
NOT TO SCALE t �,I Q z
p¢ 8 ABC XD W o W �
O Q ~ I .N U L
w� mid .-. J
R. 2
w} AREA Q10 DIAMETER GRADE LENGTH INV. ELEV. OUT ELEV. <
SKIMMER SIZE=2" -z ap PIPE (ACRES) (CFS) (INCHES) (FT/FT) (LF) (FEET) (FEET) 0 M Q
It
dam = 2'2, LL t
ww m 1
ORIFICE SIZE=1 .5" >O w A 0.59 1.96 15 RCP 0.001 40 27.39 27.35 0)
-w B 0.43 1.51 15 RCP(EXIST.) 0.001 40 23.30 23.20 DEPTH AS
w EMBANKMENT C 0.29 1.02 15 RCP(EXIST.) 0.001 44 24.70 24.60 SHOWN ON C
BAFFLES -W r D 0.20 0.87 12 RCP 0.001 48 29.60 29.50 PLANS L
Ce N
D O E 0.11 0.47 12 RCP 0.001 40 27.90 27.80 L11 0 0 c
III- II._
0 ° E _ - tc=0 MIN. RCP=REINFORCED CONCRETE PIPE4 Q W
_ W0_
-' "�I I i10=7.19 IN/HR(PER NOAA) CFS=CUBIC FEET PER SECOND N
DEWATERING ZONE - _ SCH. 40 I I_I, C=0.15(GRASS)&0.975(STREETS&ROOFS) LF=LINEAR FEET „„",r ��/!,!�!!7�! �`�l J z [�PVC PIPE
(111
I_ �iiiiiiiiiiiiiiiiiiniiii iii SEED PER N /�! �!!/!/ //!!! /'' --I Z
_ _ / " 1 f- z
-1 I I- FLEXIBLE PIPE--- I_ 3,, gym„ SCHEDULE /i0 `3' fii
FILTER FABRIC 1 1 1- - - - I - i I - - I I- �,�(��
riii„„„iUri„r„r„i, W /! ,////////!//!//!/// t-Lt .-
"� III-Ili-1 I I-1 I I-1 I I1 I I-1 I I-III-III-1 I I-1 I I-1 I I=1 I I-i i i- " „4... Q /
SEDIMENT ZONE 8'MAX.STANDARD STRENGTH FABRIC WITH WIRE FENCE "r""'rrrrrrrr„„""r"r„r'„r ,�//d!!/'"" I,
/U�!!!/�'"'
CROSS-SECTION u"ram''
/-WELDED WIRE FABRIC(12 GA)
- OUTLET SWALES #1 THRU #4
SKIMMERBASINS # ITHRU #4 / SCALE: NTS W
D W
SCALE: NTS -N
0 p o
co
- - - _ II-II-II :II-II-II-II-II-11-11-II-11_11 u-a-n=n= - -- - - - / (f) ( ) vcr
W CC)
/ \ o � N �
50' WIRE FILTER FABRIC \ I O U M
EXISTING FASTENED TO WIRE / / \ (I) = Z i
ROAD ( �v'�., \ I I z W }-
6" MIN. f> C' Tc ,r /` ''�� I
p N
� ',/,.) ( R50' i
0
1 ,,,N, ,,,-,, \\ V 2 \ 22\<//<//'
FILTER FABRIC 5'STEEL T-POST \ \\ ) W Z Li- T-
COMPACTED FILL \ .
Q = = aW
>j - - / /
I I w f- U Q z
SIDE ELEVATION =_ =1 I I1 I i-1 I - i o o '` z
-1iICI I- $ .: I II II- 11 I11= I z I M
50 I R35, I1 R35' Ni BOTTOM OUTLET SWALLE __
•`•% '' 1 EXTEND FABRIC AND 'v "'
1 4" I WIRE INTO TRENCH csi
I
1
�-/'� 'cS ",, L,� 50' R/W Cl�
0.0%"WAWA
• I J
F3, �y , ,2sa TOP OF OUTLET SWALE �-
,it�-- <,�- I VARIE', 10'+/ I LL.�
I CI
�; �y�;'� TEMPORARY SILT FENCE SYMMETRICAL CUL-DE-SAC DESIGN
j -,,,. =-,:F. �+ ' NOT TO SCALE I
a _ a , air fti'i',J SCALE. NTS
A 4:9?,,i.:*.Z,
EXISTING a a a a .e/ ' EXISTING /'� /����•//�/,
c 'cti FLARE �••••••••••►•••••••1
24'
ROAD
GROUND a a o a a� /a%Fyn/C' a/l ;� SIDES OF ���/���
A
// //'�';>(� �)( I0 �� `/, . ti /, . � SWALE DOWN IN ••••••••••••••�••••••••�11.* ••••••••••••�
\� \�� a a c : olIa.,. /a��;lir _` /ly' �yy TRANSITION AREA i�//���//��//���/
`� �����/�//////����� '. z Z W
/ate Fy'��l , ;��� '
PLAN VIEW `q - ,/ ; �/ h"?.�./ LINE WITH 12"OF tilt
••••••••••••••••• ` D
v •��������������� Z o c�. ,"/ fi/"<:</l %, CLASS B RIP RAP
,�,�,/,/,/,/,/,/,�,/,/,/,/,/,/,� CL
• -i 't`�=-`, TOP OF SWALE SWALE FLOW LINE ]e���0,,,,,,,,,,,�,,, F-
SX8 TIMBER ;,,,,,�,�,�,�,/,/,�,/,/,�,�,/.....0 N W Q >-
•
RELEASE TO NATURAL I ••I••••••••••••••••••••• Z
GRADE AS SPECIFIED I ;,e.::::OM::::::::,::::::::-e,,,:1:1-•,,,, I z U
c -1111MMOIrMilig •••••••••••••••••••• -t N Z U
•••••41 • % We.."...41
TEMPORARY CONSTRUCTION ENTRANCE STABILIAZTION _ _ ww O
wM J
FABRIC O W 0
SCALE: NTS w 4, ., w 4, w 4, .,
8X8 TIMBER
12" OF CLASS 4, 4, 4, W W W W W W W f-- W I z
1. WASHING -WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE B RIP RAP w y 4, 4, 4,
ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH I 4, W W
CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT 20'TRANSITION y 4,
SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SAND 50'VEGETATIVE
FILTER STRIP W W w i v v 4, t v v "PROJECT# SHEET
BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.
2. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR EFFECTIVE INFILTRATION PROFILE 4' 4' 4' 4' W W 4' 4' W 4' W E-15-1
FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH W W 4, DATE
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO SCALE: NTS W W 2-25-15•
_
TRAP SEDIMENT.ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SCALE
MUST BE REMOVED IMMEDIATELY. SHOWN
EFFECTIVE INFILTRATION PLAN VIEW DRAWN BY 3 of 3
3. USE 2-3 INCH AGGREGATE. SCALE: NTS NKS
%