SW8190818_Approved Plans_20200114

NUMBER
OF TREES
TYPE OF
TREE
TREE SIZE
1
OAK
10"
6
PINE
12"
.4
PINE
13"
1
PINE
14"
NOTES:
1 < TOPOGRAPHY AND TREE SURVEY COMPLETED BY PORT CITY LAND SURVEYING P.L.L.C.
2. STREET LIGHTS TO BE INSTALLED,
.3. ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS,
A. ALL IMPERVIOUS AREAS ARE TO' DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM:
5. 10' NON -MUNICIPAL EASEMENT ALONG ALL STREET FRONTAGE.
6. THE HOA WILL BE RESPONSIBLE FOR THE SIDEWALK MAINTENANCE, STORM WATER FACILITIES AND RECREATION AREA.
7 SUITABLE MATERIAL. SHALL BE USED ON. ANY LOTS THAT ARE REQUIRED TO BE FILLED.
8. 'NO PARKING ON .STREET ANYTIME' SIGNAGE SHALL. BE PROVIDED.
2 TOTAL TREES TO BE REMOVED 9. PROJECT NOT LOCATED WITHIN 100-YR 'FLOOD : ZONE PER FIRM MAP ;NUMBER 3720316900J DATED APRIL, 31. 2006.
10. NO . PARKING, OBSTRUCTIONS, OR GATES . WILL 0E ALLOWED WITHIN THE PUBLIC RIGHTS -OF WAY.
NO SIGNIFICANT TREES TO BE REMOVED 11. PARKING TO BE LOCATED WITHIN PRIATE DRN'EWAYS.
12. WATER AND SEWER ARE PUBLIC.. WATER WILL BE .PROVIDED BY AQUA. SEWER WILL BE PROVIDED BY CFPUA.
13. EXISTING POSTED SPEED LIMIT: 25 MPH; DESIGN SPEED LIMIT: 30 MPH.
14. THERE SHALL. BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY.
15. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED .WITHIN THE RIGHT -OF --WAY.
16.. ALL STEEL AND IRON PRODUCTS. WHICH ARE PERMANENTLY INCORPORATED INTO THIS : PROJECT . SHALL BE PRODUCED IN
THE UNITED STATES.
17. CONSERVATION. RESOURCES DO NOT EXIST WITHIN PHASE 2E.
180 THIS SECTION SHALL NOT BE A GATED COMMUNITY.
-SSMH No. 16D `-.
272
CURVE RADIUS
ARC . NGTH
CHORD BEARING42E.
ORD LENGTH
C3 340.00'
10.17'
S 1.0"16'09* . E
17'
C4 280.00
21.72
S 071124 E
72
LINE:
IBEARING
DISTANCE
L 7
IS, 6419 43 W
'52.01
L28
I S 55'02 29. W .
22.21
L29
I S 7T42 02 W
25.92
L30
Is 54'09 41 W
43.60
L31
is, 311 W
39.81
L32
IN 8115 55 W
69.33
L33
IS 6516 36 W
119.88
L34
IN 75'30-24 W
35.96 .
L35
N 08'55 28 W
27.62
L36
­
N 0319 57 E
16,81
L37
I
-
IN 65'50 47 E
35.05
L38
N 42'04 57 E
333,83
L39
N 3303 167 E
33,27
L40
N' 4TO5 51 E
35.Of
L41
IN 32'0217 E
3232
142
IN 31'30 22 E
22.80
L43
N 27*}7 39 E
40.51
L44
IN 20'1149 E
27.08
L45
N OT23.16 . E
42.65
L46
N 13 53 E
30,29
L47
04'55 29 W
26.34
L48
N- 18'29 56 W
28225
L49
8'29 47 W
53.42
L50
N 30154 W
34.69
LINE
BEARING
DISTANCE_.
L51
N 26.17 52 W
19.95
L52
S 80'3515 W
60.00
L53
S 7174 00 W
25.58
L54
S 63'06.52 W
30.97
L55
S 46'22.11 . W.
35.23
L56
S 45'08 38 W
32,79
L57 `
S 56'55 39 . W
131.37
L 8
S 70742 00 W
28.98
L59
N 6671.16 W
36,94
L60`
N 551917 W
22.58
L61
N 74'00 05 W
.90
L62 :
N 80*0311 W
23.78.
L63
N 461 T1 3W.
14.67
L64 '
N 1175 -W
59.29
L65
N 04737 32 E
21.85
L66
N 0577 06 " W
31,93
L67
N 49'20 58, W
30.92
L68
N. 721121 W
22.33 '
L69
S 7 '44.40. W -
45.52
L70 ...
S 55*VO1'25 : W
33,68
L71
S `83'S0 49
37.14
L72- lN
- 6Y4150 W :
35:43
L73
S �5T33 43 W
46.54 -
L74 .
S. 50'44 03 W
49.44
i
�I
322
TEMPORARY SILT FENCE NFS
PROPOSED SIDEWALK
4.
, EXISTING WETLAND
a'
PASSIVE OPEN SPACE
22
v

. .
OUTFALL MATCNUNE .
PAN
..�N : ?_�I:.Z.. . . .�% .. I'.l.Il11L.=I . 11 �\1� .I.
. I. ' NOTES:
I.
ld,,. Nam-'
. I" ��� ' 1. TOPOGRAPHY AND TREE SUS COMPUTED BY PORT CiIY LAND SURVEYING P.L.L.C.
.c 2: STREET LIGHTS TO BE iNSTALIEa.
I.
1.
H
" it I �. - ALL ROADS SHALL. BE PUBLIC AND BUILT TO NCOCT STANDARDS. .
. \ ` .
. \ ` � v ! t ALL IMPERVIOUS AREAS. ARE TO DRAIN TQ : THE `ENGINEERED STORM DRAINAGE SYSTEM.
. s / � .
hxv �, ri X
Y 5 -MUNICIPAL EASEMENT ALONG ALL STREET- FRONTAGE.
�; . A o `6. . THE HOA . WILL BE RESPONSIBLE FOR THE SIDEWALK MAINTENANNANCE, STORM WATER FACILITIES AND RECREATION AREA.
. P \ �.P -7. SUITABLE MATERIAL. SHBE USED ON ANY LOTS THAT ARE REQUIRED TO BE FILLED. I.
II P tt .�" ''�' 19:00
`" �- 8. 'NO PARKING ON STREET AI 1 ME' .SII N SHALL BE PROVIDED:
`f
. P .& - W * "& � `1 9. PROJE NOT LOCATED :WITHIN 100-YR FLOOD ZONE PER FIRM: MAP NUMBER 37203169OW DATED APRIL. 3 2006.
,� ..- . 11I( � I0t-.! I1,. /II . I * !P1:,�., - I . II , .a I �.. .... .4: . ./ I. tl. . I 11
a
s M M' a 10: NO PARKING, ,OBSTRUCTIONS, 'OR GATES WILL BE ALLOWED WCiHIN THE PUBLIC `RIGHTS -OF WAY....
..+. II.- T _ �;. _ 11. 'PARKING T©• BE LOCATED, WITHIN PRIVATE DRii� VAYS: - _ ,
;I , I . ., .,� __. -7II 1 .. i.t . IP, I-V, i!'n-.I, . I _ ..I- . I � I / el-.p. -_,-­ . _-. .I �I .-I. ���-,FI �".t�I. . P-1. 1_ . .. I . 0V/ P-I:� ,. . 1�,11 P-�I I� I I I �. ".I . �:�V .-iMt. /I I . I .I -.If I. ... .I
' 12 WATER AND SEWER ARE PUBLIC. WATER WILL BE :PROVIDED BY AQUA. SEWER iMll BE PROVIDED BY CFPUA.
.
' 13.. EXISTING POSTED SPEED LIMIT-- 25 MPH; DESIGN SPEED- LIMIT 30 .MPH.
I P �` .i `� 14. THERE SHi4LL• BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHTS -OF -WAY.
M• .
�' . 15. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT. -OF -WAY. -
N ' P ~* �- .: 16. ALL STEEL AND IRON PRODUCTS ' WHICH ARE PERMANENTLY INCORPORATED INTO THIS PROJECT SHALT. BE PRODUCED IN
a N- ... �''�� �; / THE UNITED STATES. .
W .�-w-42 FES;W f 10 X10 X ED .
,V ,�.. 17. CONSERVATION RESOURCES DO NOT EXIST WITHIN PHASE 2E.
P INV 14.E ` 18. THIS SECTION SHALL NOT BE A GATED COMMUNITY.
W w . . .
11
\,
1.
• W .. . .
. .
1. .
� .. .
�.
ZK.
.. RI EVISIONS .
.1� . . � . I
. .
..I . I _.
. I ... _I. .
EI
.. IIII
I Ss . '
.. M�I
I I .I I. .
PROPOSED .SEWER I
I . . I . 1I 1.�
7.....
TN.
� . .
. .. I�
.
Dade:
.
Description
By
N D Q
EJ�1t
.
-. . I...LI ..
.
. ..
W . . vw -�-•-•
I I
I.
.
PROPOSED . WATER _
�� .
. .. .
­
I
I.. ..
.-- sQ--�---� OD ---
.
-..PROPOSED STORM DRAIN} .
.
.
PHASE LINE
025.51
EXISTING SPOT ELEVATION
.
. _
EXISTING- CONTOUR
. .
.
LIMITS OF DISTURBANCE
.
I
�.'
TEMPORARY SILT FENCE
.N .. .. . . I I I . ..
-I ,
11 .
I
. .1 . I .2. I .,I-
-4.- -,
,, * -..'
• d •:..:. 4..::4' :4• • ..:. - ;
'.1 �: -., :.,, ,*. '... ,-
.,.'." -
.
.
PROPOSED SI.DEU�ALK
P..
(/"'\j (//y'
M. A.
I �
LW. - . I AI T. I. O. . ..
I1
+ **
.
. + * *
EXISTING WETLAND,
.
I.
I . . . I I
. I
PASSIVE OPEN SPACE
.
ACTIVE OPEN SPACE
. � . .
.
c
.Q)
•
.
.
. ..........,...: RUNOFF DIRECTION
----r►
.� ( , . . .
. . I � I .C� '••. . .� I . I . . . . . . . � � \ 1. I. I W ­ ..
. � I . I . �. io . N . . . . ...\ - . . . �.. .,✓1.
... . .
�� . . . .
3', . . ; . SYC A � CAR E. G VE • . .
. - .
t ,,.__ d4
_� \ / '�
. N N f F . . N/F . . N/F Nf F . NJF \ N fF EX SSMH �\ t N f F N f F .
i► o
1.fl k! 1
.M � 1YSON KAREN SU SYCAMORE GROVE HOA INC . TOPJIAN DIANA PHILLIP TOLMAN HUBERTY MATTHEW L SCHNEIDER TROCHIE JAMIE . L RIM 27.80 . d ' '� I GOODRICH. HARVEY BLAI . ETAL CEA CHRISTdP R P TRACY C .. .
t INV OUT 20.57 W
�t�
rN "' it "°m [1 " " -- . ....� .40. EMERGENCY - 91 STQRMWATER ACCESS__.AND JO, _ _ ~I _ \� m _ _ _ _ « _ .
. N �,, I P N .- P P SDMH #7 n ro . I � I . ... ._
�-� A wA P w MAINTENANCE EASEMENT
SPILLWAY . .E
N __1 _ .: �: -_. µ �� N k w_ . W E 1.0 I 11.. I � �rn x W X .
.. . . I . 0, . -
­ . .. . . � �3
N ^.- w,I -. ..w.:.' F• ""`..•�• n tw..n . � C4 �����'"_ ^" ..„1„�"'^ ^"� mow... � _ �� 0 ww�� aw�� �7•f �_', X � I n
�, .� ",; - ,_..,..ft INV 17.25 . . z M `0 -4 � I . SD.MH 0
.
-. .. Z. ice.:
,.
r ere tU .,-..:,, . _i .. . .
OUTFALL MATCHLINE PN ....,._. Q: RIM 28.00 .
8� ,I � ` _ _ M. .- .. .LEVI % ANE -~- -- a .
H.
.gamma ...�.. ,., tom...
_ a .
s�
sOMH 8 4U-10.. 11>#E _
. 1114
21.50N „ - . NN;" .. 0 - ..3 ...r.» Sp "- .
�..41 Q 3o FES s�► ��� ,�.., 1.
%....
i
I 1NV 17.0 ,-/"
. W. . . * * W :� \ W I1.t
W W W� W N 15 ED �' W W
N - - W/ 1O X10 X # i
;�Ell"11.
�F W �,�, ,t 5U GRAVEL ---
/ 27D
I I I W * * * IV, W A . 1
W a w . a � W moo. �; W W W ,� W s
NSTRUCTION r / 0-4 Q
'J�
W j `' \ 7 .
. w + * W ay W a air w a * /* W w tv >r W 4r w W * oY * * E1hCIRANCE
P 36. ITS // ,
.jw'.,; I fly,
.Ila W . W a.gr � . INV 17.0 �. �° x . ./ � Z
w. Wi t W W 9& W a €. W f ! » W €r W W s sr %+. : w $ *3 y W I , No
STRUCTURE . m Wf 1.0 X10 X15 fi + W h
w W W W W W w W w v Na „w N a w W ,� w w W w. ! Ut00 �' i
.� W W a * W * * . W � *R * P C5 • * W W a 1P W + * If. � -& W *� V 1.V. + . .
_ N N P P .. 298 i411%11
. *v * W W Sm W w W *a ± �,' ,4 ,y ."a .4, N i W' w v W * W. *a• w w W a *tr *g, W W ,� W ( / j
W w W air W W � W *�, P o> W a *- 41 a w *- W a a W - w. w + w b a w. W *a W Q I 1 .
„ W W W W W d, 10 .a+ W v. \ W W W W W a " . a *. W , *a+ .91 71 . `b •.. W 1.3, * •a , w 1k 4 * a /� / . p
. + W v. + W vv W W W W *r W W W * •a W 4,1 W. w *t g tr W W $ d W W w w a * W �, F
. . j g3S 7 . . . W - ' W dr . ,•,, ' W *,n :W ,y � W W w w' a a *y W *g+ *9. W *y y+ W ,, w a dr _ W .. ! S- w xY .W . w W _ a W -+ *y- . '- .. - 1 .
. . - W . W *H 16, W .a W W - *v W: - �*y - *y W W W W *s * : _ _ � • • �' � - -. � ...W �i . ,ate w w W ,. W � ' ±S' � 4r - *D+ W � ' d+ w W � � : . . ��+ 0
271 1w* W 4 W * W W W W* a "• �S W -•.. -- ,.,, "`- z .
.
\ Xi
�!,� j�j(
W '� W "b' '� W a?r eb - W �.' W W .dr `�. W +9 JV - N .� • - .i/ B 7HE U.S. 4YYf�i9 .O � Viz * ` : �` * - : fI
0.55 Acres • ,4: W . * W ,� W �' W W W 27, 201 AN6 ON 2Z
-•-.�:
-
. �o 3 ,I
W W 24,066 S.F. �. V l ��
. ,. a - >.
W * � y per. W W �, { * ' No. SV=2Wf1�847 W °
*U W W W W / 3 A1�1 �i.7 W -.vi * ,k .L •�,, W - *£+ Y - - ..,y, AW I * W d.. d. *b W %V W * + W $ - .. - _ I - \_ • p.. 7 %
. • 0
•..
:_.jWQ�;, gyp» _ p
i J.F. v w �i w a * w ar .a a >� a W a * * a a a a •a. b W ar t,= I l (/M�)
. -
$ .v rs / to W �'� `� a a a W W y a s dr w. a f 3. w y y {{
1
. ' �- - t
I
�i �o' W' w W w .,P W u a a a Jj \`\\ jj \
+s, * *v a Yr 1 -& W •4. W W `3' W *✓ * * W *b W W *ffi* 4d + ` - \1. 1 _
t - - - /JjJ
�{ -1 � / t'
1.
6
41.
_ *y y+ w `$. v+ Y• �, *,y . W... •b a W -*fr *H $'' 41 .. •\ ''�' W W W *d, W - 4 •S' a '� °£• . *irt.
,all
I/ .� Z.-E 44:4
w w *w w y W W W W w w W ai *a W \ W a W W W y W W a) l Of C�/!_ ___
. 4{ +}� 1 p
a d .gr w
! +�:F : 1fl av - w +b .a. �t* a yr +�i W a. w gar * - w i N! .y - -
s 29 : 1
�� W W w W w W w w w W W w W W �;, W a t a i+ a w
��y �A
. `:JAIL.2649-i31847 \'k• ,/ r, p w s a a a� ...: k
,.� - b
W 5, W W W *tp , W t&'.. * W W W - W W b W W V+ W * w v W �. W .$�/' *� W W *y - 'W / - W- W N W a W 4. *r� w * a - •""^*. _
°�*,
. . .
. .
// , I � 0 Emmat .z
W •✓ �+ a q5. +b* 3 �b W '.�,. W. _ .•� w a w �i' ,Y. *S+. w v �+ w w W w .Y a .b W)k -w - .a, W-t. w - w - w * : w d• W w ! . Q - -®`
I 11 I . . �C� - . . I 0=4
a W •v a. W W a - l W *E, * W W w *£a a W I& w +b : €� w X, * W +a, . *&+ W a. . ,i W . � W .y b w W /' t .
f - \ -
+v +a, W W. *y W *y *6 + W *y. *}+ w W W W - W W W w * W 4, a{. W . *s W Iv SOM �. ,-.•" \. .* '� � W a + w. a - * j . - .. _ .. . . - . . ,. • "' . \� ,.e^• . a
. � _ _ �?
W. *Es. W W •tq• W W '3, W - _ +� W _.y _ *$s' W W W . ,� .W W *k w *y w W z3i Y. W ' RIM 24.Q ; .. a `. W - + -w a Y w j : I _ _ • % - { i . . /f � - . •
y W W W a W a w W W W W w +y W W+ w a w w a a w �' X �'` a .� w w ►/ ! :. ch ! Ok w' e s .
INv 17.36 3 0 3 \ / / .
*�. -W a .* £i W W W di *b• W W *b •*t. W *fig W W * W 4,�,,,,.,& - "" r -4, •_.«,.. *#, +y 1 . W , �W'**, w a .. / � .
a w $ s a W v� W .+ x; �+ W $ - Y �+ d �. W W 4 w ai ..' * - W - w '� `-., b / \ % co' ,,._._, _„ ,- ✓'
\ - a.4 1�
. W W a W � ; W 44. 24. X a - . . ,� . p . A
a * W + W + •* W I �. RIM U ,'' } \ T"�
. .x *f+ a I'l W` *f^ W *3,• W `'-,, W W � ., - . I w •3• -. a e,, - *>
.
$ •b 5 tY W "3i *i r W W ".1 Z ''w, 22.2 \ ✓� �� * . s �
. . . - 0 W W +' W . I& •4*. ,y *b *� . 'a" *y V W W ` .. W W W . , : ter. WE I LAN - .. I : 04
2 .. 0):
W W *8+ *L W *t. W +dr � *S* W •� W e+s W a *rc-...,. -•�,. ;.�' V. W . , � *y.. +u 2Jr, .••.,.., '�' - � �...�,.. '.� ';f � O �� • " 1 �. � •
q j {g
,. W *fir• W W . W W W W W- a,• y,, yo W W W �+_ W .: W ,j. .. ,•"r,. `'1: 1 W - - .. ' . . - f .- ,�. W I - ai -
' °;. g it /
yy
0 C\2
Y W W i w W V W W W W W w W Y W W Y �y 6 i , g & W
284 N o .. ? 4 j
.
W . i W
+� .� Ji W *v tlr W W W �„ *y •a, *d,. .g+" W 41+ *y .. _� I
� . � 8 I 0 No. 3 .. I N - , CI Flo. 4A - ¢ tip
*b a;+ di d+ a *�r **r w '•� W *te a,. W a W w a .r ..* ".""2� I W �&^ - ,�•/• *� :W 1
26.2.E
. ' W a * a + w W * :"�_ 2 fl RIM 25.2 292 � .0
• * * * . 23
ti, � 2 4 r LNv z: f ,
. - I. '.. , . CI No. 1. W . - - � / . lf� Q
. �. \ . " w a W % k" 4 : .. � .. / /' *�. w ate:'' ;,4
6..
k
s''
. ti I 2 RI I125.8 f / W�FUTUREt S
..0
W 4, W. W � a W. * W .W .. �, 0 f 4. . a
a
L.
.o 25<_: --- - l INV 21.5 _ / Wr .�.aL L_ G
. c / ,�-
I L . I s w Yj" f I /t1 e
. W W * W .. _ - - { V/
EMI Na: .
f �+ .� //
W r
W
C�7
1
.� L PEEN
1. 2:93 > , . ___ _.,1 a * .. :i :• Y # ,V a j �t ew 4 . .
Rai 2i.7 `► .-
.;.a
• I 18.6 �. 1 ti ♦ /, lf.? Q
. . . tt .
is
.
f/ A
- _
. � ..�.. ,- 3 .
-2C 1�, f . L -0 /1s ( n' . . . . . - I 1&. L T .
L . . . I
. I
. . � . . . L .. . W
. .
f I ., �.,/ I . . . - 0
. �L 4, * o�
. .
pt }s
� W * !. . . I 1. 1. L
. . . � . I . . . . � .
P
. ...'�
. I /
1 . / ., I z .P Z cr)::
. L . I I . I . 11P . I I . I %1, � . I -„-.,/ () -
. . . . . . . . . / / . . W 9 .1
. � `�"`'" t' � Q is . / W *I / . tU � . .
/. �O f ! M.
. / ./
-.. l / ..�
. c ��. I
W ?I :
. eP R � a
280 .,;: l +� ' to .
•
2 W �:
.,3 w '- .
�,; ; . s / n
. z� .
. u ,,,° . t, W ,� Lj 1 W.• q 'k �•. .. ,. .
. p
N W
-�KIM.4 : h .I
eb . / f1. ,
.. tiLLL
- *as W= I.' 2 .� a / �, 120.7 f '� ��
RIM, •7�. ,� I/ / 04
r
a. = Nott r114 - I I .
z . INS 18.0 � . x �5 c� g"gyp;� �y
�__Admhlmuff . -- P . I Pll * I& 41 14, 1 / L.. . . . . I Emlmoi 4;t R:W. -f3.j L W �
�, �' F��o RIM 22.0 :.- �, 41
I 15:8 �. W
4� CI No. 3A-=
. Z. All 4. / / z * W * p
.. tt� . ,� . tJ i' Tyr W. w w d '
/ / .
. \ . �, ,. R . w y I 0.3 IM 24.9 .
. 11 W / �I jJ
f W - t
it � �
�, W w a a �
�,
i N �. f f l'
:
i oI . 3 � I N�. 2 INv 20:85
. / /
L {
& jj
{ CO: UCTIO CI. No. 5A fi * . RIM 24:45 /j i* * W , �
f tom. ��
I / �, .:. ,
4 RIM 21.7 2 .• INV. 11 W * .- W .P z +
....,..,.g Q IhiV0.45\-\�ol; i...
j' �
. ryq / W - a W .. . / / /ti \ W */ k .. / �. .. ...� .�,, f 2 i �•7 ''� +u W W W w %1 t'- /// f 0{ 1�f � f%
�/
€ /w �. /"
.W -dr w�W 4S+ •Y
s
+� < - g *6 �, v'f i3' �b y+ •S' ,.g, ,?v . +S W a3+. + W aY 3' � •.ir - .. j '.E.. fib. �•. . . ' _ ( -
t`
-.' PM -- \ .
. - - W . W W W a W . *Y W 41 W *t+ *# W �+ - Y+ d+01111
. ... i
�'3 D� q'` W w v w . * a .* * I a +. * W * * , w- / * - 1i' \' //, ' !.1.
f w W W *sr � � . . �� .•..' T.a.7 % • • • • � / _
p
' .. + - *i+ - w W 41 ' w W $ w W *%r W W a w W . + *is W 41 $ _W 41 - j} � ��✓''� .,�
Designer's s Plan Certlficat>ton. f ,
. W �,:.. � W w- * .b NP � � w * *1 a * + 1P * * � *,r * w * * 314 \
./ l / 1. ,c ..: , , . - W '
_� W..- -�. W w .�.. SEAT.
' . . , - .: 1 * - - •t/ • W *S' . *:- *y W .d.: W W _ *Y a *ir : '......cam...: 'A 4' a ab• W «,.«+o.. • M "�, ."j ._..:- �s'"'- ' - \ i . .
..:
hereby certify that. this Ian has been prepared in accordance with the latest New Hanover .
Vr a W a W W �+ *�n W W. . w w
„ �� : , �$
Count Ordinances and'Storm Water Design Manual, / X, 1. .. ..
y W\ 323 W ,,�' w L *t 0 , 17374
v® W Wes. 2
. W - "I '3' + W W *b - �w W � W a * w °^+° - `�' - -�! '',� .. W aY W W ' W W\ a W . W a • +8� . \ _ /$ , . �'" : ; o
S! 2ature: *�+ F ✓P f +b / 41 W *S+ - %. d ` w. + * .; �. � N � �� o � .. - W W W *B. 'W W . W L\ W W W.�. `! : /'•- & W ,�• �•• `\
& W: b k a W W w a W. w L g 5� i CS
Printed Name and Title: Phillip G. Tri , P.Tr. \ -
^ •.:...
P p pp i -o' Tar. W c w v. W w a ar a W �j/ Avo� ,\�.
w *r W .
. W *
- `.r � . � � - � � � � t' '� Si *& i '*ok � � � /'W � w W *y *b � W *3, � � �..* W \� ay_ %+ � W W a - '�'. � W � •- . ,p... - � W b• W - W `d* - � � � ./ � \,
Date:--- .
w w , � *m W w �+ v a w $ W .... �... i y• y r I. �L.�.7`•r
Re istration Number: 17374 _ _...____-_._._ SE}1L.
/ P 's r W �'� v\ v �. �.w W. w w W ar a W b �o .. �' ,�
g -- W w .f.\ W w a
W : `\ r, .
W $ & W a W jo " u *, tf ar w w g $ ., y, W dr"/' ,` w.
L- .. - L - /�/- IL . I . .1 . L I
f
TION r�rl111\\�
� - - I w
` . .1 f W ' a s . W W � ' ' *� - '4, W� ,a. W *g. *a. W *.r a w W w W .. w -\ :. b w w . a
. . - .. �*; w W . * W ,A W W � . W W * W � * '� �. W W * a '� ., . 1 O/{�4 3 9 .
. - w + W ,a, t � . ' W . ,y �' w ,V�� o
- :
Property Owner Certification: a a a w
N \ f �
W W - a *y W W+ + """^^"°*Y ', -•++- }^a3,'&-. N. - �+ W ov �'. w W .&° *§+ v`•"j .-/ W 'b *"'/
y \ \ ;. • ° • . . w % \ 1.DESIGN PGT .
. W e a W W %•u ,� ,m
t
W a W
. . - .. - - _ L _ 'W a - +r *ia .a. *�,, W W ., `:� " CJ%�'' ll •�` .8+. fir.. �, W .g+ � *�+ W �+.. ..w" .a7 .. /.. *£� W �•. W , ' W _ W. W W
Certify,that i we am are the cinrent owner of the ro erty aand that upon
I We hereby( p p - 'tz- 0 t .DRAWN J. .
(}(} } 4 a W W .
,,. o \ a, :. .. .
receipt t of .Authorization To -Construct any clearing;, gradtng, con�;tnaction or development,. , Q �v T�V. I p . W * # O, A�resW *Y W w aii W Yv ary f'Ewf £ �lX.. . . - *k* W. W\ , w '+' ffi• *L `�. W L...- - *: W yr *�' W v •0 I � .
'�Vs erfoixned in' acc ordance with thus ' lan and that the plicable ord> natices and ru
New Hanover County, the State of North Carolina and. the Federal Government and its.
agencies which are hereby made part of this -plan. M the owner, 1 (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. 'I .
(We) will not attempt to transfer of this tesponsibility without the written authoriaat'ion of
New Hanover County." • -
Signature: .
Printed Name and Title: . .
. Date: -� _. _..._,...___._ .
. - .. *r . "tu lazz Mr. - W W v *e ' *S+' � . � " C-1 m o ; W W W\L W & . *. . ,& .y . ai+ k - w +b *?r �*5.' *v w *� � . 'W � W Wt1. �. ' � 1.
- *¢ .ti +6 W a a W W *I+ > W 4. Vf.• W w *� *� *,< �*' *&+ W •b w W �• W w w W 4 _ -
" � W .. S *y . W W *�+ a W d+ , •i, W yr 4 fn, . N V v W v *g W eb *E, .& W *y *a. ' '
I . - . . I . . . . .. I f3AR SCA f �'• . 1 6Q . . . * * W P. � .
L+� W s r a m r a. *� w W �r
. t' I.
tv oo ar a w w i'
. -. .
I � . . _
. a *S+* W .E. W w + ° * " i � 1_< /'J'''�� W. d> *ba W . W .€r w w ,t+ w • *b W ,� . '/ -
. I
A 3 7 W
I I.. .
�* I
a w W a w a W. f-OM o a W Y *a. W W *� *� W + w W a
W
. ACr4E.0 *2, 1
. - W. a W w a. W W W a W c+ $ � "
S�At I
.
. JI 0 /� ��r, p iv
.. � fTij - 30. _V ' �0 � ��V �i7il ,.. .d, d+ v ?&^ ) ... � N '- � Gs. ... � a � � ,' � � `� � *i* *IDT� W `di � *flr � W W *!+ �r *V W - ..
w
... .. . ,� W *>a �la X�. � C k , . W *� a w . ' *� a W 4 "1 �- .
/v _ -- - - f
w.
- _
_ ,:: l
���'L l
.

BAFFLE CMSiRM SPECiF CAT#4 :
1. GR a TIE BASIN SO ITMT THE BOTTOM 6LEVEL FRONT TO BACK AND SIDE
SIDAtBd ASSELitBLY
Z INSTAL. THE COIR FIRER BAFFLES IAEDKIELY UPON EXCAVATION OF THE BASS. s
I INSTALL POsrS NNE 01111 OF THE SEDIW TRAP,
p�tX.O�1TE
4. SPINET: POSTS 900 BE NO TO A DEPTH OF 24 INCHES AD SPACED A MAXIMUM OF 4 FEET APART. THE TOP OF THE FABRIC Slims BE B" SHOULDER
IDES .WB,TdM THE NNW OF TIE SPILLWAY. TWS OF BAFFLES WO BE 2 INCHES LOO THAN THE TOP OF THE EARTHEN EMBANKMENT. WIDTH
B. INSW AT LEST TaM WNS OF BAI n KI M '1TE INLET AND OUTLET DWNARfE PONT. BASINS LESS THAN 20 FEET IN LWIH MAY USE 2
BAMEL6. ATfA0j A 9 GIBE HIM TENSKIN -W STRAND 10 THE STEEL POSTS AT A IEIGI f OF 8 I ADM1E THE SPILLWAY ELEVATION WM PLASTIC THEM VARIES 8t� 5!
OR VHS FASTENERS TO PREVENT SAGt, ra F THE TEM'ORATiY SEDIMENT' BASIL VAL BE CONVERTED 10 A PERMANENT iT SY MWAI R BASIL OF A PAVE. WIDTH
GREATERI DEPTH, THE BAFFLE HIM SIfDULD BE BASED ON THE POOL DEPTH DURING USE..AS A TEMPORARY SEDIMENT' BASIL, TOP VIEW " WATER ENTRY ITT
WEND 9 T9q{ IBM WE STRAND TO SIDE OF BASIN OR INSTAL STEEL. T-POSTS TO ANCHOR BAFFLE 10 SIDE OF BASIN.AND S O MALE 40 +2"iFT. +3"jFT.
'� M TO VEItTIM END POSTS. PVC PIPE vENT Svc PIPE 1 4" FT. --1 j4"jFT, + 1 jFT.
DRAPE THE COR FIBER MAT 0 'TIE lK STRAFD MOEM'iEN? AT A IEuuD#HT OF 6 Iif AB}VE TIE SIUWAY ELEVAI N, SECURE, THE OOR FIBER PVC END. CAP PVC p,�4Nr j f
a
MAT.To THE .WE SyRAND I M PLASTIC TES OR WE FASMM ANCHOR THE MATIN TO THE SIDES AND FLOOR OF THE BASIN W!M 12 LLCM VIRE
-2 1/4 /FT.
STAPLES, APPRt3OII+IATELY 1 FTA'AZT, AIM THE BOTTOM AND SIDE SLOPES OF THE BASIL --1 "/FT.
I DO NO SPIRE X FABRIC, BUT USE A CONWJOUS PIECE AC110S TIE BASIL
1O, ADJUSTMENTS MAY BE REQUIRED IN THE SIR= REQWMM TO FIT INDIVIDUAL SITE CONDMCK
3%F?.
SUPPW OPE
TO WIRE TO SUPPORTPOST STATE 10 SUPPM WIRE SCHEDIA.E 40 5
P SAt;�iG 24!
INT© BOTTOM PVC TEE PVC END CAP PVC PIPE ORIRM PLATE
SIDE PVC HRN.ESPVC TEE
SHOULDER SECTION
OR S
IN tR��
FLEDGE HIOSE DRM= Ti1RNQUT- GRADES
Ct�IECTED TO N1�
8
.8" SKIMMER W/6.6m ORIFICE
24"
END VIEW FRONT VIEW 1 2M - 12,E
MESH OR SIILAR, STAPLES OR "TTiED
wo BOTTOM OR FAIRCLM 5KIMMER DETAIL
t`PJM SECTION ..
NTs 1I-
S�L� .11fi�NjLSr. L1'v.N�
K�VISItJNS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO
THE SITE.
ode
----
Description
By
2. CLEARING: CONTRACTOR SHAH REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED
TO REMAIN.
Ec
EJW
A. GRUBBING MD. STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS; EXISTING STRUCTURES ACE
AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER ' UNSUITABLLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND MR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY
SOFT AREAS.
5. DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL. SHALL BE REMOVED FROM SITE AND "DISPOSED OF IN A
PROPERLY PERMITTED FACILITY.
.6. FILL'AND COMPACTION SHOULD COMPLY WITH GE07ECHNICAL REPORT.
7. THE CONTRACTOR SHALL. NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED .EARTHWORK CONDITION. THE CONTRACTOR
SHALL BE .RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTAWITION TO SPECIFIED GRADES..
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF --SITE PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FAR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION: BEFORE
COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR �-OF-WAYS, PUBLIC ALiEAS OR IN PRIVATE EASEMENTS, THE
CONTRACTOR SHALLNOTIFY ALL APPROPRIATE. PERSONNEL. OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS -.THAN .16 DAYS PRIOR
TO EXCAVATING. 10. THE CONTRACTOR SHALL BE RUBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION
OF ALL EXISTING UTILITIES WITH# APPROPRIATE PERSONNEL
EXISTING SURVEYING PERFORMED . BY SHERWIN CRIBB' AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHAD. FIELD VERIFY ALL DIMENSIONS AT THE SITE FURTHERMORE THE CONTRACTOR SHALL REPORT ALL
DISCREPANCIES OR QUESW6 TO THE ENGINEER PRIOR TO INSTALLATION,
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MANS SHALL. BE INSTALLED WITH A MINIMUM OF V COVER AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. METERS, TAPS,, MATERIALS, WORKMANSHIP AND
ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALT. COMPLY WITH ALL REQUIREMENTS. ALL WATER SERVICES
CONNECTIONS SHALL ALSO MEET AQUA SPECIFICATIONS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT.
APPROPRIATE, BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL. DEVICES SHALL. BE PROVIDED IN ACCORDANCE WITH NCDOT TO
MAINTAIN SAFETY AND TWO. WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL RPM ANY DISCREPANCIES TO THE ENGINEER PRIOR
S "
TO INSTALLATION.. ALL AREAS SMALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL LIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL. BE CLASS III WITH RUBBER GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S REQiDREMENT.S.
Nis r` 3 PSI' 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A CHLORINATED RUBBER ALKYD FS TT-P-115 TYPE
VARIES 6'-8' MIN. �. I I _". 10, FACTORY MIXED, QUICK DRYING, NON BLEEDING REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR NIGHT REFLECTING.
AS . BY ENO. I 1 h1 I i�i I L . I i I=11 {r-- j = 20. DUCTILE IRON SMALL. BE CLASS 50.
21 CONCRETE FOR wAxS CL)RBS AND" DRIVES Sum i HAYS A MINIMUM COMPRESSNE STRENGTH OF 30m PSL A, 28 DAYS AR
EMERGENCY SPILLWAY DATA
BASIN
TOP OF BANK
ELEV.
BOTTOM OF
SPILLWAY ELEV.
WIDTH
(�
i
22.0
21.0
40
STEEL POST 8. ABC' rumaxrcn
WIRE FABRIC STONE BASE
MIN. 12-1/2 GA. o � FILTER FABRIC TYPE' MHM CURB DETAIL WIRES � krm
- ° - 2. FABRIC SHALL BE FOR EROSWN CONTROL AND MIN. OF N01E: p� gS�� TM ,�y
36" IN WIDTH. FABRIC -SHALL BE FASTENED aNOR0SHALL�00RDi�NAS.
TE
COMPACTED SUBGRADE ADEQUATELY TO THE WIRE FABRIC AS DIRECTED. BY THE E p�l�/N� , o GEOTECHNEC,AL
ENGINEER.
,EMERGENCY SPILLWAY DETAIL �. s� aosr s++nu. aE s'-o• IN H�cFrr nr�D BE of r►iE acru� PAVEMENT, SECTION.
NTS SELF -FASTENER STEEL ANGLE TYPE.
DRIVEWAY- PAVEMENT SECTION
TEMPORARY SILT FENCENTS
NITS
OUTLET STRUCTURE DATA
ELEV.
eoTr+
ELEV.ZE/INVERT
INLET (oI�FICE)
SIZE/INVERT
SZE/INVERT
OUTLET
SIZEINV.
INV.Tip IN/
INV. OUT
1
19.0
15.0
Z/15.0 '
8r/17.0
42 inch
15.0/15.0
NOTE:
WHILE SKIMMER 5 FUNCTIONING,
CLOSE ALL OPEN= OF :THE WTLET SiRUC1Ul
EXCEPT THE TOP AND THE INLET' (ORIFICE). WEIR
ca
A
0
�. OUTLET
INLET (ORIFICE)
.P
GAW. LIAR GRATING - 1"xi/8M BEARING M (MAX OPENS 41.
FASTEN wmi TYPE J CUPS. .ATTACH TO i-1/4"xi--1/4"x1/4"
TOP OF BANK 3 GALVANIZED ANGLE FRAME:. MORTAR FRAME TO TOP OF {MILT
STRUCTURE:.
TOP
PVC ORIFICE STUBBED INTO OUTLET` S7181CIURE
(1) PVC SCREW TYPE PLA (0)
(1) PVC TEE
WEB
OUTLET
INLET
RnTTnNAA 3
NODAL POOL: TO SW 1W = 40 SF
0 50 RAM PER 2W SF = 1075 PLMM
PUWT TI E
4w
1 wmK. wit
COMm NK
RGGT
am
Nffocm
30$
ma COON
xmw w we=
CONE.
'r POt
358
armowall" Emuu=
im Fw um
CONE
4' MT
3%
mum ilpiNKNNI
sw W M8m
cmff.
I 4" MT
NOTE;
TREES TO ' BE SAVED WILL
BE I`4.EARLY MARKED PRIOR --EXISTING TREE
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE
TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR.
23. SEE GEOTECHNICA, REPORT NO. , .DATED _.______, BY _____..__...._. FOR ADDITIONAL REQUIREMENTS.
.OFNEBAL.,WiT NOTES
1. ALL WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH AQUA SPECIFICATIONS FOR WATER WELL CONSTRUCTION. co
2. WATER MAIN MATERIAL. SHALL BE .C900 DR 14 PVC..
3. HORIZONTAL. AND VERTICAL SEPARATION REQUIREMENTS SHALL BE PER DIVISION 3, ITEM 14.3 OF AQUA SPECIFICATIONS FOR: WATER WELL
CONSTRUCTION.
4. PRESSURE TEST AND DISINFECTION REQUIREMENTS SHALL BE PER DIVISION 3, ITEMS 14.5 AND 14.6 OF AQUA SPECIFICATIONS FOR
WATER WELL. CONSTRUCTION.
5. NOTIFICATION OF CONNECTIONS TO EXISTING MAINS SHALL. BE PER DIVISION 3, ITEM 12.3 AND REQUIRS404 THAT AN AQUA 0
REP('tESWATK BE ONSITE DURING ANY CONNECTIONS TO EXISTING SYSTEM PER DIVISION Z. ITEM 5.4.1 OF AQUA SPECIFICATION FOR
WATER WELL CONSTRUCTION.
6. CURBS ARE TO BE MARKED WITH A T WHERE THE WATER SERVICE CROSSES UNDER THE CURB PER DIVISION 3, ITEM 14.9 OF AQUA
SPECIFICATIONS fOR WATER WELL CONSTRUCTION,
7. 48 HOURS NOTIFICATION TO AQUA BEFORE CONSTRUCTION IS TO BEGIN AND BEFORE ANY CONSTRUCTION S BURIED PER DIVISION 1, ITEM
2.1.7 OF AQUA ' SPECIFICATIONS FOR WATER WELL CONSTRUCTION.
MI!iMUOOItN SEQUENCE (..�
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL. BE CONTROLLED � 0
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. z
3. " INSTALL,. PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE; SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND' INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE z
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR 'FAIL. SEDIMENT TRAPS ARE.
CLEANED .OUT AS STATED OR WHEN HALF FULL. W
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN �=�
0
DURING CONSTRUCTION, REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER 0
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION- OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS. OF CEASE OF Aff PHASE OF 0
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
TO >CONSTRUCTION AND A 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
PROTECTIVE BARRIER IS TO 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
BE INSTALLED AT THE LAN PROVE TO BE LESS EFFECTIVE. aj
DRIPUNE.
4.roe e'rl�.�
„
v>~
Sri r!r! rro! olrir:�ri :!r_i rrri rlri r�sv
ir�101r `'Nt^I�r� N' ,. r�,.� :lrj�. `Islj�ldlrl.`
4 � -
t ! ! 1 6. . �. $ ;1 �' i ,•
. ri ri
ror! ro
ri
ri
r.
SliE: AM'
DEIR P I ..
STAMMT�I
TIDE
STABL�lZAT01
TOAURAME
PERMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER (HQW)
ZONES
SLOPES. STEEPER
7 DAYS
_
THAN 31
LESS .IN LENGTH AND.
ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
14 'DAYS
7 DAYS FOR SLOPE
FLATTER
GREATER THAN 50. FEET
IN LENGTH .
ALL OTHER ALAS
14 DAYS
NE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
FLATTER. THAN '4.1
HQW. ZONES
11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON "COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
H
MNWENANCE
1.
P„
ALL. EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
A
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL,
2.
ALL . POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT. MUD OR SEDIMENT FROM LEAVING
'
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE. MATERIAL SPILLED, WASHED OR TRACKED
e�
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3.
SEDIMENT WILL BE- REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET " PROTECTION; BLOCK
.�
AND GRAVEL INLET ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
CAPACITY
co
WHEN THE DESIGNED STORAGE HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
'
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
DEBRIS WILL BE REMOVED FROM THE ROCK AND ' HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SEDIMENT WILL BE REMOVED .FROM AROUND BEAVER DAMS, . DANDY -- SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4.
DIVERSION DITCHES WILL .BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
{� .
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
TEMPORARILY STABILIZED. WITHIN 21 CALENDER DAYS OF CEASE. OF ANY PHASE OF
Od
ACTIVITY ASSOCIATED WITH A SCALE:
�
U
Cp
5.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN TT' BECOMES HALF FILLED
tilt
'
. vTOP OF METHOD OF TREE OTECT ON CURING CONrJTRU TON THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER; STAKES MUST 0
VWATED S'EELF NOTE, PROVIDE GROUND STABILIZATION IN ALL AREAS OUTSIDE OF THE PAVEMENT BE STEEL. STAKE SPACING WILL BE 6 FEET MAX, WITH THE USE OF � STRENGTH 0=04 $.4SEE CHART FOR TYPE AND # OF
NOT TO SCALE TO THE LIMITS. OF. DISTURBANCE PER THE NPDES CRITERIA. FABRIC, WITHOUT WIRE BACKING.. STAKE SPACING WILL BE, 8 FEET MAX. WHEN STANDARD -N
BM OF Vm7w BE STEEL. STAKE SPACING WILL BE ' 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC '�•r/
PLAINTS P00I. STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE �
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED Z +a z
DFJ^Al NG-.ENL OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED „ to rr
ka,__Jfm� LANJj= OR IS DAMAGED.
NTS 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS �+
BEEN HALF FILLED WITH "SEDIMENT. .THE ROCK WILL BE CLEANED OR REPLACED WHEN rA � .11104 � �
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS . DISLODGED. BAFFLES tU
WET DETENTION BASIN DATA
BASIN
TOP OF BANK �.
TEMPORARY.
POOL ELEV.
ANENT
POOL ELEV.
EMERGENCY
SPILLWAY EL
BOTTOM
MAIN f FOREBAY
SEDIMENT BOTTOM
MAIN/EOREBAY
1
22.00
19.0D
15.O D
21.00
9.0/110
tO/12,0
WILL BE REPAIRED OR REPLACED. IF THEY COLLASPE -TEAR DECOMPOSE OR BECOME.
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
..�
1`t
404
(D
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
~�
0
93 a
ca
8
7.. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
y co�..
0
N
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
e-4
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED, BAFFLES' WILL BE REPAIRED OR
l:L4 I
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
Pon a on Y CI7nl rfJT Wit } EEC }.?CkaAVC % CDAU MACCt CC WLJCKI MC`0^01TO OCAf%U LIA! C _
* P€}ND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS
&1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES I.E. PICKEREL WEED, DUCK POTATO, SWAMP ROSE, BLUE FLAG
AND CARDINAL IFLOWER
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES
THE HEIGHT OF THE 1 ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
WILL BE KEPT CLEAN.*
8. "ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING "
TO SPECIFICATIONS IN THE VEGETATIVE' PLAN TO MAINTAIN A. VIGOROUS, DENSE -
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL ,.
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
9. FLOCCULANTS WILL BE USED TO -ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
INJECTION SYSTEMS WILL BE CHECKED FOR "PROBLEMS OR TURBID DISCHARGES DAILY.
It wa
a
SEAL
-
s�. 17374
h'EC�
DATE 10 04/19
,. UWWaaoe A SWUM 1001111111011 APPMAN110 DESIGN PGT
AW-K g n 0' VIW.. 'w®c DRAWN JET
& 0 Itroasts}
4. A I to It
fig. i 11�lil,liillilllllllka AMA we W% "I
oowaw�cr 7Nt Mp► ;0;LY ANC ff ON ooax�ooa�. _

__ _ _ ___ _ _ ______ _ _ _ _ _ _ _
. .
REVISIONS
. Qate Description By ( D
. .. .
. . . . . 115.51 E ISTING SPOT ELEVATION . * - .
X {
I. N .
. .�_ _. ;._ __.: EX STI G CONTOUR
. * *I I .
. W * w . . .
. E .
_ _ - - �, EXISTING WETLAND ,t•
. I . � I � . .LI
OAIA�
CTCJN MP
� . I . . . . I I I . I . . . . . . I - . I
. . . .
. I
. .
. .
Ns
� . I I . � . I . I � .
. � I
. I � . . �
. I .
I .
. . � . I I I . I . . . . .
I . . . I . . . � : . . . � . .
I .
I I � .
I . I I
. . I . I . . I . I . I I . .
. � I . . . . . . � I . . . . � . . .
. I . . . . . I .
I .
. � . . I � . I . . . I . . . I I I � . I I I I . I . I
. I I � .
� I � .
� .
. I .
. I I . . . � � . I I . . . . I I .
. I . I I . . I . . . I I I . I . . I . . . I . . . . . I
... . I . I I . . � . I I . . . I . . . . . . . I . . . . . I I . . I I . I . . I . � . � . . . ..... . . I . � 0 1 . .
. . . . � . . � . . . . I . . . .
I . .
. . .
. . I . � � . I � I I . . . I I . I . . I
. . I I . � .
. I
I I I � . - I . . I I I I . I . I � I I
I . . I I I . - I I I
� - I
I I I I I . I .
. . � I I � � . . I I
. . .
... . . . . . . I . . . . . I . . . . I . . . .. . � . . . I . . . � . I . .
. I I I � . � I I . . I . . . . I � � . . . . I., � .
I I . .
� � . . . I I . I . . .. � . � I : I I . . . . �. . � . . I . . . I . . � I . I . I . . . . . . I
. I :. I I I . I . . I . . . . I I .
I .
I . . I
. .
. I . .
I . � � � � . I � � . � . .
� �
. I . . . I . I I . . II I . . I
. II . �
I . I . � �. . 1. . . - . I . . - . I I � . I .. I I .1 - . .. . . 1. � I .. I I .I I
. � . . . . . . I .
I I
. . I I � .1 I . . I . .. I \ . I I . . . . . �.. . � . I 11 . I . . I . . . . / � . ( . . . . . . . . . . I . I I I I . . .1 .� . ,. . .. .. �­,,�--.-­�_.__1_111 . I . . , . . I .1 .. I . I 1. 11 . . 1�1
. . I . "-,% . . � . I ... � .1 1. . I . .. A . .1 I. I . %a.. 0 - I ..
1. . .�. 1. . N . . I .. ­ I ..
I .. . I I . . . .. . .. . �
. 11 11 � I 11 . . . .. I I I - . . . . . . .. . I 1. 1. . 1. � 1.\ \ 11
.. . \ I � � . . I � .
� �
I . . I I . I . ___�l . I I I
. . I/ I �.\�1_1 . . �_ I , I. \\ 11 .. � .1 �. .. - ... .1 .
I � .1 \ I . I .� t N/F N/F N/F N/F �„ / N/F \ \ N/F EX. SSMN "I t N/F 1. N/F .. "'� U)
p TYSON KAREN SU SYCAMORE GROVE HOA INS TDI'JIAN DIA�NA PF#IlIP TOLMAN NUERTY MATTHEIN L SGHNEIDER TROCNIE JAM1E L RIM 27.80 GOOORIGH NARVEY gLAIR ETAL CEA CHRIST4PFfR Ia TRACY G ) I . I
E i 1W OUT 20.57 �
OHN P PAULA , 1
I \ \ :
\ �_'Ail
obi' . L
�it I'll � A `N" . . . . . I . . I . . . Eww4 :1
P €� �Nyw�,'' I I I . . - � . . I . . . I . .
__ -V - N . 8_ WN V
- - _.. __14_ . I � - I - -- OMWAW "� L . . .
11 _-,.:�:r . cl� I'll, - mlmm�. - I 111 --- - �- . . . . - - . . . . . . . . . C)
. T -- . I i 4 . . . I . . -_ - I . . L . � . L I I I . I . . .4
. I I PIP , ,_ �, " i �� . FF . . I "L ,
r.
to L - - -
00- �\_�
" 4_6
\' �w \ _ I j I
p Ili �...-. P `a'^�`'. <1 "" �" �c y / n'p 11218 w � r'' f / W,,%
_ �___�`l
0
w I
L ii" ­*�'
""0-,--
- :,.,.. W w W W S� '�.3 q N " "` ` �?,3 / / _ W w w W - - - ......_=*_=-_
-+ti. !�MY11► 4M.I��♦ M
r;v . I e i::::-- ems' (V OkN _ ~� ��� �" -
1
ZZ""" ww.,, W W - W .W W W `� Ste' Ar . - YN q"fm / . - -
i} p /// �_ +V w w W w W W ` `�.,,, V�e�,,,,,, \ v 7�u, , P 1 � q / I , l W W w w w i
.\
P.
Emm4
�� w `\W w. � Nr W w / "W w w \ N PM. V - �� r w w W v. w W w w` �6% , . . IC40 p�'P ' . I . / ! - - .. /��. 54
�/���!j
/ \v - . W W w w . ";, w w W.N w w W 1 *1 \ \ , / w ,� _, W W w W 1 w N �&_ ../ _ _ [p %I � . 0 .1 4<4 o
/ 270` w w w w w W w W t V'P{ W' ,,( W / * �q / //
W W W w w w W w w W" M w W ji w `V � i
�\ v / ( w . W W � \ W w w W` w \ C r V + ". \ / /. • 7�,d4� . w W w W w W w.w W w" w /W w ,- \ N ", � p / ' W. w w w \ \,.
w w w w w \ 'fix\ X / �,�^ ` / f z sr-r^�.
,p •�,,, i�4 g .. )y w w w W W W W W: w '\ ��'" \ W / 1 ..
. ...S w W w w W W + w w W A1�y w `y A' -\ �` 7i.. w 03 x ` ('�
Ew w w W W w w w w w ryCi w w \� C � p w w w w w w- w W w *i w '`` / T .,, \� 1►
w w W. W W W W W W w W S '! p W *V w w w w w• , w W w W w W \'. jj:::� L 0 4' . �, W W w w W w . "-�^ w w w w w v* / 1 I � !':7 .
W w w w w w w W W'' W �w X�` W. A "' "' / J
w w W W w W W w- W W OwP w�\ 'P. ! t -.�, WPc I' .\ /`¢��.t / w W W w W w w w w w w w W W w W w Jfjj t 1
.. . - . - .. p q - �,I P ./ W w W W W �.. W •Y W . w W W w W w -w� W W, - I I I". t� 1
w w W w W W W w W W Qw .` P. p/pua �" - /- `#'1 1 j Off. - W w W I .1, ,..�� �jay'�� jj _ / t (t
W w w w W W W W W W W W Wy W w* /) ,•� - Zw w V! W w W w w w w W w w W- W W W W M / /J j
a,, iii �- w w w w w w w w w w w w w w w w w w w vv 1;, f t 7j +
W W w W w w w W W } % w w W w w r' I I[ (/I1�j
`""" W W w W W w w w w W w "' ,..�'' el•. W W W w w w f / W w w: w w w w w w w w * w W �:' w W W w W, _ / / 71M
. o P� / x ,/ V
- ,,..� w W W W W- w W W w w. w w W w w W W L w w. W W ; J w _w W W. W W W W w W w W W w W W W W •, W W W
? w w w W W w w w w w v w jw W W W W \ •i w w *w w W w W w w w w W w w wol / %� $ ��. / / f( �.
z : 1=4
271 W w w . w w W W w w w W y. (�W w w y� \. �, � j,(� w w w w. W w w w; x I
w W w w w w w W w w W w o w W */ " . 7/tea /} �\ m f BY ;HE U.S. �CORR OF ! ON* w w W� / / �� /� �� I /��l , � Ci
. W w w W W W W w W W w W. w W W w \ P. Al �iC.: IV Q w 27, 20li: � � ON 2Z 2D F V w Y w w= � � .� I�. !�
- W W w w w w W. W W W W. W W . w W \ P I� w V A w �.. W W W- w w w �) . �� 5: �
. w .o X / - W I
wvot IV LW/. if * W w `F w w j °. 4
I . 1.
I .I . %wo
w w w w w LW w w W w w W w w w .W ` \ _7 _ . .\ - L. 1.4 L
. I
. / L I I i''��. \ U / ru w� w w W W w w w w w w w w w W " 7 _ "' I . % \ /
. I .
W W w W W w ,."yr W w - w w N w w ,/w .\ Oj X " -- / k _ 1/
I . I w W w ! W w w W w W W w` - N •'W W w W W W W +%.:. W w w w- W W W w -!V I �/
6D / _
W W w W W w\ w
.�! W w W W W/ W w w S w Iw� v w w w W w W w 1 \\ // �� w W w w W .,ll _..._* W w W W j t � x e
!/// ��w W w W w 1( W W w W w W . W w w W w W W W W. w w w. 4 /`/ / � - .. .w w w w W Yt *y w w w W w w * W w w W W W. W W W w W WW/�p� /
W W w:: W Y�. W w W, \ �Q1 / .\, w w w W w W v } w w w `w+ w�' � �" / / .
A .t w / W W w w w W w/ y F'- a, �r� g � �- -
w w w " t �i S G{l � w W w w w w w w w q r // f "' `IG- / t rs"i tom+ _ �� �,, I ��
w W w w w W W w W w W w w W w .�•' w W \ 7 ` �V W W W w w W W W "` t� TI ", _ _ _ / _ .
- '. � V w W w w �. ft OWW w W W w w W w W w W W w w W w'• / w w w w w w w W W W W 1 � �_ \ /
27t�'� �r �j�p� f�� I�� tl
. � 1 AND WWO ON Agl'1M a 2018 W W w w . W w w I W w W� W w W J W W w W ` % W W wi, p w w w w W w .v � - �� 1_� \,RCe l /
w w w w / f Q� IIII / y jE } V I W
/�,� w w W W W . �`1.W.7 � aT W W w w w w w w w W w W W w w W W w W w w .. � W w W W W W w w, ! X i �14 11N. �• �„ .
- "J W W w w W ` W W +¢ .y w W W W W W W w. W w W W w w W Wj/ W w W w W�,.,�.. x I W W W �` w w w w w w W ,��j i `� /
�✓ w W W w W W W W w W W W w w w w W w w w w W W w w � w W w Gam+ f w W- W w W W w w W W j' - 1 1 *33 A '� �� ,•� �/�," w/ F-4� w
.. W- w W W w W� W gb ,y .y w w W W w W W W W w w 1 w . W W w W w w �Y / 6 - `�. w w 0 w. w W w W W W 1_ �. �! -' ..�
k /
h- W W W w w w I W w .y W W W w W W W w W w W w W W. W w W w w/ L '�` i.,� w IFA . w w w w w w W / ij [
. I vV w � w. w W W . w W` W `�Y w w w w W w w: w . W . W W W w W w w w W. �3 4t: "\W� ,� W w w w w •r W j : 1 t k _ ` _ .t / _ ' _, f L
w W w w w w w w\ \ w w w w Hw W w w yr W w W w W * W W w w � x \a w �- w W w W w w_ .. -. `!:,_/ I `\r �, \ , `/ /�/ / !
W W w W W w W w \g w w W w w w w w W W W w,,, ak-- '-�' w .,j
\ t --- /
. ll%�
"", , . a4 . . V-4 .
W. w w w W W_ W w W ''w W W W W w. W w w W. W w w W .. w `" r' `�'�• r* t
w w w W w W W W w �. �, y. W w W w w w w w w w w w w ` .
w w w w w W w. w w W y .� •,� W W w W W W ,yr' w 1 �-� t W W `r / `. g .. \ `�✓. // �w '\ ..
. . w w w \
/ �.
W W w W w w w w W w w w W \ W w W w w l W W W w /' ,/ ' `'" \ \ w. w \ / /// 't w•
�,�' \ C� , s. .
. W W W .,, W w W w w W w W w% w w w I w W w w w. ./' ! ` 1_ w W� \ \ k `\ /% / -- -- / W \\ iCo L
. W - * . W w w . W. W W w. w *i. w - . W W. w W \ w-,"• .w !w w .W W W / . q `�." \ '•W w W` \ - - \ /�/I / } ` w W� / \ _ I nQ
W W. W w . W . W W W W W w W W w W. W`•w w W .W % _ 'S �` ` Vf ,• w W- - v ` w w' • _
W W W W. W W w .W w W w w w W w W W W w W / � ` \ � •\ _ - . \ _ � y�� // / / f �{
W W w w W W W w W W w W W W W W W w t tt �•,w. w j �' .\ _ // ;/I'll•W w •. / _ / .
W W W w. w w W w w W w. W w W w w w w, ty''�. { `' 'Z+ w W '` / 'i� w w • ry
W w w W W w W W W w W w W w W V' ! r - - / /
i W w w w w w W w w W W W W W ( y W ! ._ \ Ar . ti / / /'* W /,p )' _ . . , 14 . V-04
i .b I
w W W W W W W w w w w W W w w \ / / I /.{
w W\ w W w W w w W W w w (/�� 1i l k' �C+; f %t �+'w w t / I �%� w w w ''•'•
. . w w W w W w w. w w w wI . � ' "'"" ".1:: �4� j Cst 1 k$> �w. I \ A / / /4/. w w w/� / T FU RE r� 1 '.{..� � 0
. . . I1 I . ( ! / [ 1
r w w W W w w w w ��" t j f� //
* w .. w1 I I . I . . �" / // ...... ti /
I .
W �"
;. W w w w w / DEV.EL PMENT �' � �.
. 2 vl ■ w � iA 282 / /j g l o / ! / . w w fl 0=04 �, .�,,, V"4 0
0 0 1. c�
***
. . / w X / .� . , fit. t . �l � � . . k �ti, \ J //X . . w 7 / y� V ..
W �w PHASE _ ' Qs, �. �• ` :3"_ / / 0 %� . . `�[ - f ^� /' / � f 1 } w w } f / - �. / ♦' C . ` 3
. � • W w w 1 \ rrt ` \ / < /... t �' � / +. l / /// j1 I w W i / / �� r. �- � W d
w �. w ,,� 1 X --� w : ` k ' / �� t / / / /// W �/ / ; / / . _p Q �'
( 281 I 1 /// i W < / / / O) -N V-4 •p .
'fir. w ,v -{'j �" --,- ��: / oak -{- �,'
280 /,. cu a. a
. w w W � i -/ ""1 / 23 _._, •..�.- __ - . ` ' / , 11 /. 13 . -` / 'j N j # � 'w w w'\ / / tW t _
. p w .y .�' .y ly �rF .� /� � % \ / 3, 'tx"/ $ ++. ZS ca j � j 1 } ( 4 � "��t!?
i� Z w w-' w c p I .: W m / �/ W W : `. \ `'°`'^� Z ;\ ! / ( : W W w W ../ PL', Z
/ w W .v . / •.. u / v%
w ��^W %. *,. ./ . • , '' �. '� r... _�
W %' / t ?�� \ W w W/ W w f/ / q * * * . I . � : / / 'QjN�
. . . I /- / L P4 r-A41
. .1111. *
1.1-* I
\ �__
) :"�\
::4
. . L I '� L
I
/ I . " �/ w �q� 5� .� ..� `gyp'{, I / � -lit ,/. ! w 4 �oj
�3 `.. w � I "`"` - f Ljc3`� . - (, �\'_ //. _ ,� �" �+ �i w w w w � / . L . I / L < _ . E4 � * W w
I I. I I. ./ j- - /M ".�7 r, "" �14 I .
- -s O r r. I L _ r
-•- m 0. v� .c} m ``'' . � \ ` �'t, - ,� / ! i t j w w l w w w ( !.. . I
. .
., W .. �' • ii �,i `` / //// y ` \ ?s$ ` + . rrl% / I I r w w w w w } / 0
/ / � \ W �i• w w w j�
• ti ,! X / / / %. I . . *__+ -
/� } w W ! �. \ AV \ X jj `/ / lfl I . )w w �t w w / / ` .
. jI / I . I / -- ...,.,.., '' / .�- :, w w - ,," \ 1 I ( /% / ` w w w `i w �► / I1 •
I I 4J tT t' /, «. " -_". '".. / \ \ cif / �fl / / t `w w W �Y ...� i
� 4. { k . � 0
t� c f 2 f 8 �'' / '" --,,. �`' � w w w w w � ., \ ? / jf //J/ ! - �y w y, J
---I
-- ---#r' Cj .+�" „.� U, J /w w %ti..,..._....w �'"+i �d w `� w wW w w v' \ S�6 / ! ////� ` W 1\ 1 \ { ,
d '` +-+/ f mac; f { A } f, / ''� � ," w •d 1'� w �w w w w �w� { � I / ; �w\ w w �` \ /
PAC C J.s�MH -" No. .t, fF w w .� w �w w w w w �w w w W w w w w � , 1 -�-� �
.•k !r / W w w W w w w `' / �f// / d w w� \ , AJ / �\11111Et1/)///
�,..�- o 0 CA T` 1,,. j / � w w W W w W W w w w � ` ` '�J
1 , ` N ` ! 1. W , \\\`, 9��f ////
�j .w w w vs' w w w w w w w w w w w w w�'w
O'tJ l /t W i E�T / /' .;;�. W * . w w -':v^ *e `' w �„w/ w w w W, w w w / w w \ , j r' j /j /�/ % �J�
1 \ t i"r7 Cal .-- "" ^'� �'' / ��/ /./ /' w W � w w l'•.` ` \ /. / ` A•♦ � '.�" j�.r10,
1 \ i
y� \\ - i "may „r^ � w w w . w \ 'ter i ♦► I
+ W tit w- "� `/ _^ I w w W W- w w w W W`"�". w w w w w `L w w I w. w w
` w W W w w W W W W w w w w w w w W w {t w w w w �. �► e/ ♦ «.-
w / w w w w W w W w W w w w w W W W w w Wt w W W w \ \ \ ,�CZ, ,,,�-.- / },rLy^� (�1_ / '-- ..�* �w w w w w w w\ \ \ 1 ,
/ w } ` f \ \ \ a Z ; 2 / c --�Zq �/ _. � -;: y w W W: w w\ \ \ / / w) / .+. .
w w w w w. w w w . W w w w w `s'.,,..,`�:...,..,... W W W W w + m --."' /` .r ►-- -..' /W W W w W' w W .6 \ /
/1w w( / W w W W w w W w W w W w w w w _\ w W w ` g1' O .."" .-tvt�z / /'/ L""` �, w w w w W� w w W .vim.. ` w / 1
/ . , �j / / �G9 \ �,� `n w-"--SZ \ l/ �1 4 7374 •
W \ W j 323 / \ ` N\ ` / / w. w w w w w` W W . w W __-.11 , ` \ p�1 w w + .
w W / W. W W W w W w �j '' w w w w '\ \ o� �. --- ...,,, .....•,��.--. ^,' "'` �ir /6' �\ i ! } r� .� • �..
/ 24 / W % %. -, f w. * w w W w '/ . \1 \ \ �, �r�y , .N a / ,-I; � ,�, , \ _ / ,Yj�-lt��•. * .
/ w w \, / i / W w W W W w w �.,. w W w w w w w W w \ \\ . 13''` ,,o.-., " �.,, W'" / W w w w w w w w w w w w w w w ........w w 4.w y '/ \
W. w v W w W W w w w wf
%
C1t / •.•.•
/ w ** `/ W W W W w w w W w w W \. \ r % tV Z j /W W w w w w W W W W w w w w w w w w w w W w w\ w i // //�//VR �,�\\
/ // iw * w w w w `,,., �Q ...� ;; + ',,'1 �'� Cti . a� ,y. _..�. �...�..._... � v. w w w . w w w w w w� W w\ w w * � \ w w w w\ v w w w\ w� / �l /l11 111111,
/ w w 1 / f w W. w w W w \
/ W w: ./ w W w`/ . I W W w w W w \�-" } ra _ :., - wl �i (>j O wf W w` w w w w w w w w w w w w w i'' �\ w w w . w\ w w w w /
W w } - { �.. , W W w W w w W '\* .• \ �T , +�X w a LvJ��'�11.1 t w w W w w w w w w w w w w lW w w W W w\ w w w h. q I "" 1 8 f w w w w w w w \w� 1-4. *�� w w w6 w w w w W 4. w w w w W w v, w 1 w w '\ w w w w\ w w( � / VATS 0 04 i 9
- / W W w w W. W w w `w \` � "".e+6;�M =~ W `� ^i • Q W'll w W W. w '^"+.w w w w w �Y W w W` w
. w W w W w W w w w �. W w •, - w N\ i * t W !v w W /w w W w w W w. W. w w, /\w w w. w w; \ / DESIGN PGT k �` l / w w w W w \w /
1 w w w w w w w w\ w% w w w w w r',%�s;� w --ems w w W \ w w w w w w w wW40-
. - w W w W W W w W W �".r W w W Ww W W - w :V ! ""`�� .% W W W W� W w w w . W W W w, w w� w w W W4'�"'`-"{"""'y s^
L . +. " C 'tz o 0 2Q� 1 a / t h- . DRAWN JET
. . I. . . I
. L_t w w w W W w w w a.. w YJ�� ' /� f r.. 1 C� 7j} . o w w\ W w w. w w w w` : f w w . w * W w' \ \ ! .
. .W W W W W W W w. . w w w fW*i V ,VE . tnt( ..."' j '� w W w\ •�' W W W W. w 1w �.,.•.,��^.. w w w - w\ w w w jt k s �-
. . -
�p IF # \•
W - w w W w W w W w W w W. - W/ *x- -v. . c-n-4 � rn Gji 1 W I W w\ W W w w w w, w W W� w w w .W W� w w � ` �� ��� IJ t3.��,�"� .
// u h .. � 9
I I . . . ITE - ��,���� W W w w w w w W W w W W w W w w w W W W w wt - w w w w w W
.. I I as» w W W .W W W w W W w W w W. * .. �Z • .. Gam. w w .w w w w. w W iw w\41 w w w w + �.,._.....-..s..,•- \ / 'o'er
. BAR SCALE 1 60 . '.•, W w W w w W w W W w W w w V f w !,Q \ �, t w w /w w w w w w w I w w w w w W` \ % e aT) A 1
. � _ w W W W w w W w W W (jt + ` ) /- 4 W w w w w W w w w iw w \ w w w /`' \ ./ A
w w w w W w W W W `�$r�VE OM N�/ \ G.. t w w W w W W w w w w j w w w w w
V7711V iy�r itt
. �►1 . W w w W w w W � r� P. STOP1 SIGN W w .� w w w w w w (w w w 1 w
,�-1 W w w W w w G I SPA �X ,�' '-- ��j} 1�} ' W w w w W w w W wt w w FOR D AGE DIVIDE PURPOSES ONLY
VQ * .. JQ, Q' - 6Q' /GQ, 18Q'.' - - w w w W I . N t.� ~ t x - { W w W w w W - w W I w w q n
�W W �x �' x 1 x /, .} 1 w w W! w :v w mow/1. SHEET 1 OF 2
- .. _ - .. - . . . I . . . . I I - - ___ ___ -` • a .. • i ``•� - i V I'Y������ . W W W w w mow/ - .. -
I . . . I I . . . . .1•' 1� ,? { .
. I I .
I I
*. ���,. 18012
. -_

t 'Z
N N/F
-
�n TYSON KAREN SU
jr477
PP+Pi ,sii�i '•f ''" a' ``[,xi, Pa•P
SDMH8
M 21.50
J w w w w w w w
yP w w w w w I `44.Z5 --
�r'� ^7
2 0 w w. w W w W w. w w . vP w `►' . ``p 'a
w w w w w w w w w w �w w �•,�• � � w
w wp�
�, w w w w w w w w w w• �w �{.`' ,• w w
w W w w w w w w w w O w w w w
w w w w w w w w w w .i; ,� " �v w w w
w w. w
2'%1 '[ 1 w w w w w �• w •m w w w. w w lw�s w w w j�w�",�^�""�..✓•'
. w W w w w W w y.Q
w w vr'= w w.
0.55 Acres
- - o•f w. w w �vw w .y w w ww w !w rr
24,066 S.F.
j.98 Adr� w w w w w w w
�/ �('� `7Q�,��{
w W w w/'�� "W`\iFw
6D t d1 w j
• w
w w w
r _•27# 20J 3 MD WMTif ON MP1RM 22, 2018
J E*@ No. SAW-Mg•-�184 W
w w
w w w
J
w w
w w w
w
w w
w w w
w w w w w w w w w
w w w
w w
w w w
w w
w w w
w w •�. w w w w w... ,� /cv w w
w w
w w w w
w ••
.w w
�Y
w w w
w w
!Y..
w -w w w w
-
•. w
v� �
W w
w w
w w w
•v w
w w w w w w w w
w w w w w w ��
w.
�w
�v
as
•v
1w
g
wwww PHASE.
t.
2C
N/F
SYCAMORE GROVE HOA INC
SITE DATA
DEVELOPER AFTEW PROPERTIES, LLC
SITE ADDRESS 476 JACOB MOTT DRIVE
NHCo. PARCEL No. R07600-006' 012-000
ZONING R-15 RESIDENTIAL DISTRICT
USE RESIDENTIAL
TOTAL TRACT AREA 6.09 ACRES
�..1.1N Date uescription By
N
DISTURBED AREA 7.5 ACRES SS PROPOSED SEWER .�,.
LATITUDE. & LONGITUDE 34'7'70"N 77'54'15"VV W W PROPOSED WATER
TOTAL # OF UNITS PROPOSED 4 g
OF BEDROOMS PER UNIT 3
« -•- 3D ---- OD - PROPOSED STORM DRAIN
RECREATION . SPACE REQUIRED 0.03x6..90 = 0.21 AC. PHASE LINE
PASSIVE RECREATION SPACE .PROVIDED 0.26 AC. EXISTING SPOT ELEVATION LOCATION ACTIVE RECREATION SPACE PROVIDED 0.30 AC.MAP
-- --- EXISTING CONTOUR NrtS
IMPERVIOUS AREA
LOTS 20,000 SF ® LIMITS OF DISTURBANCE
ROADS 66550 SF TEMPORARY SILT FENCE
SIDEWALKS 169210 SF
TOTAL. IMPERVIOUS. AREA 102*760 SF PROPOSED .SIDEWALK
d
SOIL TYPES
Kr--KUREB SAND
Le-LEON SAND �, '�' , EXISTING WETLAND
L —LYNN HAVEN FINE SAND F�
Y Ca►
4
SYCAMORE G VE
N/F _` _" N/F �„ 1. N/F
TONIAN DIANA PHIH IP TOLMAN HUBERTY MATTHEW L \ SCHNEIDERl �
341
w w w w w w w .• w w
w w w w w w w w w w
w w w *Y 0.93 Acresw Y+ w w
ffE w w + ' V92 9. �r w w w
w w w w w w w w w
BAR SCALD' 1 60
*r w w w w w w w
60 30 A' 60' 120 180' w w w
yw
t \��00
PASSIVE OPEN SPACE
ACTIVE OPEN SPACE
N/F EX. SSMH t N/F N/F
TROCHIE JAMIE L RIM 27.80 W � t GOODRICH HARVEY . BLAIR ETAL CEA CHRISTOPH�-R P TRACY C
INV OUT 20.57 ,� e
��/''�„d-w w7wvwww �►'G�•./ .''�ww',�1'..C�. .4 y�W1-•:ww.��-.:X:,•.. tW�r „t/• .r-x w i " ..f ww .�� �f www t' � c�• /2s i / ��ti,9/* . %a�q°9,�t J��
9/'•'�/w `�.ti�y" �I 91�k -"�c'NI1"\rt�";v�oo�/i�y•'.•�w.�/ 3 -��w /`- _/, ww/ � 1 • }i / wy� D
/. '. �'/ww ,//, 1i �'tiw�w.w � vv`X/maj= // wwvw/�y`fi/�/ .wwww�Ct e1 � �I�/ w:www/ %/' j/ �- f/wwwwwwwww v�• / %2/`wwwwKww w/w//�!`/ � l.. , Jwwwwwwwww`ww J /jiwwwww1wwwwjj/l\!; i dIJ iP �wwwwwwwwjwwwi j sti-1 \ 1f www/ wwwwwwr i�1 � �! i 1wwwwwwwwww�1 1a�1/wIwwwwww/ww1�`/j1 f! W.Wwwwwwwwwww v1� 1\1,wwwww�wwww
`�wwwwww�wwvwwwww'.-: ��` . . �,-i%wwwww�wwwwwwwwwww www �►, c\ �' �vww�'wwwwwwww �"\
\ l+"wwwwwwwwwwwwww�/ , ` 'wwvwwvw�wwwwwww�w�vi f. / '. " t �•t��#.wwwwwWwwwww /�'.",'••`'.'_ww.wwwww ww�.-.
. •i��wwwwwww.w•/ ;. � ' j_ ` ;wwwwwv,'�:,'•/•-� wwywww./•,,�./. w.www wwwv
'/J,wwwwwwwwi./.�
-
�
. `•1•� .' wwww/ � /jwwwwww � y. .wwwl
/
p/
'
�
�
�
•�
.•,�V••/,��C.{�.++"�c�tt,S„�DU �a�fC.em,1 s ..:�.,.�,�,�j.1,.�
,��.•���nnaC'��•��,\f,,,,
�
�
,
r4
+",,•+,
:I
•�j,�EzE�
rn z x zv4SOMH 16
Zr
mom aft". RIM 28.00
,,,*MAP"low IW 20.00
LEVI LANE
No w www779 MAN
13,452SF F4
go
J z
"q
300
298 j 1 11,9V88( W
13,02$SF z �09 AC* 01
11 o,so9SF297 >0
13,444SF
rn
302 `296 s
11,565SF 6
.9
Qx 303
o. 4 9,957SF
RIM
295 IV 2.2 00
cI�A 04co
49SF
62 0H No. 5 $y
I 25.8 0
FUTUREu '0'
le
1W,87SF1 DEVELOPMENT- z
v ago"
p ,� �
a (
z co
bv
io 6/
ig
�a
' 19,61 OSF 1Lcw
DASA
.\
l�
t1i a
Ii1E
RIM ZC9-/ �IW 20.7 00
007
1,483SF
Pi i
CI -No. 3A
RIM 24.9 9,4145�
IW 20.85
10100' SITE ."mono
V 14.9 1 SF SEA(011
17374
j�
Ly� d v10/04/190w iw_DATE
w, w J DESIGN PGT
cil2/w
DRAWN:JETrtz Q Qy C�� w w w w w\
�W.U9PN
w ww ww w
DA2
STOPSIN 4-
PROP. w �w SHEET 1 OF
R DRAINAGE DIVIDE PURPOSES ONLY 18012n�'
1

-_ _ _ _ _ __--_. _.. ..... .. _ _.._....__ _ .... .... ..... _ _. _.. _. __ _....__ __ ___._.. _.. - ._ _
� s-
\ \ �} } }
} > }
/*^-,>-, ,..�' -1 `1 I-abro ® }}_..._«._--
/$ � �'----,�.. 11'r � �
�,�,
.4 � � � X,
"�,-V.--�...- �--r-,-,--;---v�------
*-)
/ \ -�1�1.11��,��">,��-'� � -,�-- -> � � `7 ��,�, f � '--� & .1.1 0 1 � � � �
'\tea # > } a } a i / > a a ? } a 3 } } > } } ? R } > > 3 } ? } 3 R �} a \ \ \ --` 6042
-F Vr
% iv % ; } a a
\ \ T
\ �`--.«'«'«."' em u' % } a a
a ) d
1 } } } } a } a i } a a a } i ? } a } a a } > } a } a a a } $ } i a i '�. n \ } a
i } } # d } a a A } } } a a } } } } } a } a a 8 ? } } } ? ? a a } # } -• ,, �. N� N O n M ��! � ) a
4D a } } a } } ? i § a } a d } a } } } a a § ? 3 a a § } § i # 3 } a i \ . — \ �j � v . \ (� u T 0j tl• } a a
> ? a } i # > } } § } i } ? i a a } i a a } § } i § } # # i § > a } /J N z O ,n ,�! N O
} } } a } } } ? } } a § R } } d } ? a a a } } } } } } } } } }_ a > } -- 1 j (�/�i O� gi A Y • Z a 00 \ i } a a R } ; ,.� ..�... •,«
{ } } } } a a 9 3 3 } a a } } } § a } a § } } } 3 > ? 3 a } R 3 a § i } > , ' • ■■■ Q d # a } }
l'. } a } } } } 3 } 3 a a } # . } > § § > # } 3 } > } } } } } ? } } O Ll r Z 0 Z 0 `. 3 > } $ •., 8 } } 9
} a > ? §
'I. } a a a R } } a a R > a a } } R > > a ? ? } } a $ a a ? a a 3 a a ? §
.L •} # } a ? § R a # . } } § 3 } ? # } •D ; } } } a } } il } } } } ? i it ' /,.• 4 } .) a ? •�"+ ' ' . 1 �/ {�j - e. '�-t 1 3 a R } a a } } E 1
} a # a ? } 3 a a } § # } § } § } a } a } a ? } } > } i # > ! / 9 # a a 3 ? a �' W V' P� (,% T•' V 0 a i ? — i ? } a 9 3 } ,, } } "'444i\ } ? } } ; } I
•\„• > } § } # ? > 3 > a a a a } } a } $ $ } $ } } } d a i } 3 > } M ' I 1 } } } a } } } a a`` _�e La ` (n Z � ' $ ? .k- ? � ice•'•-r-9•-«-a " n } a a d 3 } a a ? Z} 3 \.,, ) # a } } 9 }
\, '> a } d } } } > a } } } } a } a } } $ } a a a b } a a } } } i l .' i > a > a } } a a a • \` ` I j A } 3 } } .4--t.�«.R.-... , -�—. -. } a } a ? } / ? . R 3 } a } } a # i } d R
/} } a } -> § $ ? } # $ > a > } a a > $ ? } } } A a a } } R a j ' X # } > a ? } } } } } > a p ■■ r„! J } R }�A a } ? } # a ,o' ; J�q/j/��,,r/r�/}� \a a i } } } } 3 R a } 3
I a a i > > R a a i } a } } > a d a } 3 � } } } $ } } } } r } } } } ? i 3 } } R ? a a } sR ii■ w w � eM �J• /j } } a _. '' \\\ } a a /3. i R-`w` "9 3 i 3� } X 3 a a •> a } i 3 a } } # a
i} ? } § ? } } a } } } a } } ? } # a } a a > } } } } } } a } a a. } } § a }- } } 3 a } } 3 } , O Z O j a a - a a 1�4 } 3 } /f i a 3 b } g # } i }\ a 3 a } } } ? } a } } -} i ? ? R a } a } a 3
f a .a } ; } } a } } a a > ? ? # ? } > } a } } } } a $ a 3 } II!! I a a 9 a a } } } # # A a } } a a } } O �/� 1 R a/•i '•'•� 3 R a 'e a } R } } } ; R } $ i i`` 3 # -3 ; a A a ? > } a 9 ? 3 i a a } } a f } ? # a a ^y«-..D
//: * } } # a a } > } } a # > } R } } } } } } # a § 3 } } i R �+ A a > } a a } A R § } } } } } 3 a } a > �` Y I Q J +.«.�...«-. ,�,� a 3 } } a * 1f' i } a x� a a -0 a ) R } } } } a y ? $ ? a } } a 3 } a i a } a § } § a 3 ? a 3 } R } } 3 •� —i
a a } } } a } } > } # ? } } } } ? } } ? } a 3 } a § a t a a 3 a § a a } } } a a a a a } a } ,> § ? ? a ? a } 3 } > a i IS } } } a y a a # a a a } } } a } \a a # 9 ) i ; } § } } } R } } ; # a # a a } } a } } } } } } ',,'�-
a } ;
} } a a a a } a a # } a a a } > } } > a a } } a } a a R '> } } 4 } } } ; ? } § } a a 3 > a a 3 } > } } > } > 3 > ,•/••} ; } } ; } } yC/a►-- } a �a R } R a } } a R i a 3 �§ i } a d } a 3 3 } } a } a } i } } 3 a # ; } ry..-,�� ry } $ a } / } \ ; }
�•? } a } § § } a } } a } # A } } } } ? } } } 3 } } } ,q. } > # t " q Z -f2 3 } § } ? a R } } > a $ } > } } a ? } a a ? § ? # i } } } 'a i } } /\
II W -W a a ? a a a } ? fi ? } a a a a } a a } a } # } a ` / 1 ,,
} a } } } > # > ? 3 } > } 3 > } > } } a a i a 3 } a } i > } } # a § # 3 } } } } > } } a a a ? a a a R R a -1 •� } a } a* } } a }/ { } # a } § > > i } R d a a a # > } } a a R+. 3 } i } a } } a s ��a a } a s a �« j/�} ? } a } # 00 ? a # a a
} ? d } }
./''a }. }. } a a }. 3. } } } } } $ } } } } a } 3 } } > # 3 3 a a #�} $ _ f L� •/ § } } 3 3 a a a } a } 3 9 a 3 a 3 a a > 9 } # i a 3 3 a { M N r „� .n....'.... a a -0 } § i :1 } 3 a } § } 3 -0 }pr* } } a } a } } b # } d a i'� S,-,..�3 /S •D i ? a 9 § } 3 4 3, �} } # i 3 # a } }
./•'y/•• ; ? } } i a a } ? > i i } a ? a } } # a } a § i a i 4 ? i 9 4 ? N f f �'^ a /} § R b a } } a i } 9 a ? d i # a a 3 } } } a a a a 8 i a ` %d" n R »• ? a a } } # } 3 a } a 3}} 3 i i 3 a a a} a## i}} a i § D } a } > 8 } a } i } 9 ? 3 3 r} R 'R (3 9 } r } a } } } } a ;
r r..4/'• } } ? i i a a } } } a i > 3 } } § ? s } } } a 3 # - } ? r } ? } } > } a I a //3 } a } } } # R }: w 9 ? } > a } > 3 a a •> } 3 i } a 3 a .T , �awe a } i• ? d e °a d } �.} 1 3 i } R 3 ? } i -0 } a } ; } i 3 a - } a i } } i } } i
� r...a .. > } ) } } } } } a # a } } ? a ; } } } } § 3 a a } } } } 3 $ } a } } a a O } > > a > } ? ? \',in ow
�l .i ( (, p a } } } a a } # a A a } } § } 1 I } a 3 3 } 4 r } } 9 } } i
a
At j } } a } } } } ? a } > R } } } # > 3 } § d 3 } a } } } } a } § •? a 3 a} a 3 } a ama } ' }a a a > #.> > } } } a } } as a ; } > a } a } a 3 } > a } } > } } ; } } ; } } } } } } } } ? } } } i ; } } ? } 8 } }
1 (/�ui
!? a a a } ? } } } } } } # # } a } a a } a } } > } a } } D R } § } > § } a # 3 > {� Q " - § a $ a } } ? > } > a �a( +� } i } R } } } § 3 } } ; } a / } a } > a ? } } a� 3 > }
{ ...• / I b.t0.IgDT •� Ali r �? } } } } } } ? a } } > } �. /> } } i ? # } a } } } a $ } } } } # } } § } } } a } } } § } a } § -a a a } } ? -a } a 3 a } } a } } a a a
a > D } } a } } ? } } ; } } ; a i } } a } a } $ ? } ; } R a a } ; } } } i ? I ///}/ } 3 $ % a R } a ? /y� } o } # } 3 } } a a } y a a \
•} a : } } } } i ? a a ) a } } .).--. «'-. "..'�......�,. } } } } } } } }- ; } ; a § } i § > .) } IM •�,I > } 3 �•�\\ a a } R § 3 T } a ? } 3 } a a a 9 } a } } S 3 } } i a } a } a ; 3 /` a } i 3 3 3 3 a } a } a } 3 R } d § } a 9 9 } -> # R } D 3 a R a a } a } } 3 a i 3 a -0 a # } ; } }
} > # } } } i a -i 3 } } a a/ 3 } } # } } } } 3 a } } } fi a 3, a > > J # 3' #: a > } a > a } 3 } } > } } } } . } ; 3 3 } # > } / > # 3 } } a } ; > } a 4 -- a } } } } ; # } } 3 a . } } a 9 } # a } 3 a 3 } . a } } # a . a } } a a 3 a } 3 3 } a a 3 3 8
j a a } } a } a # a a } } } OK�
I` , a } a a i } } } } a a } } a } s a a a N a1 / a § a a } } } a } ? i a a a/ r a a a a a $ a } ` j D a a a a a } a a ? ? ., .....••s ... } ? d } i a a } a a § } } y ; } } > a a a a } # } > a ? } a a ? a } a a > } 3 } a } a } 3-, .r1.
/a # a } a a } } ? 'v } } } a a i 3 a 9 3 a i a } a i R. i } # } a i. i ."^ ('�] a R a } a a a i R a R a } i 1)� 3 d 0 a R 3 a } 13 a. a } # ; } a a # �'3 3 } � a } 9 3 i ; R > 3 a a ? a a } a } a } R a } i a i 3 a a ? a } § //'''
). } } } ? } } } } a } d a `�•'' { a } } } a > } a } a > } § } i i } a a } } } i y/ t-( p' ` ./)• ? } a > a } } } } } § a 3 } } a �_'®/] } } a } } A ? O �} # 3 a $ a } r\R 3 a R § • \a.\h } a } 3 } ? ? a 3 § R 9 } a R } } i a P } } •P } - •�' } a 3 } 9 } £ »•
j} } } } -> $ § 3 ? } } } §/ ? i i § } § } } R } } ; } } } } ? } } } § } } �' �. 't ♦,/' { ./-y/} a a } } } \:i a a } } } } } } } a a jai[ }/.1�� a i } R 3 } /} } } g 9 # i a i } } } a } a d } a 3 9 R } 3 } i i } a ; } 3 } �'+♦ } a } ?
/••} } } > > } } a a 3 # d � ' i a ? > R a ? } a # a # }. a a 3 a $ d / } 3 a a 9 a ' �} .}«l ,1 a d a } a a } 9 a a a i } } •8 } } } � i !•�'S% • Sa ? $ a ? i } �. � •R } } a } 4 a ? -0 } } } } 3 } } } a i a } a R } } } } 3 } ,> a ` } a a r a ,.. /
/y'••} } a a } ; } > # 3 } } d } i > } > } a a a > > } } i ; } 9 § 3 i } } } } ' •,4y a a a a ; } } # $ ? 3 i i } a 3 a 3 i a } }�., § a § a 9 „ `R i A i } 3 3 a 3 } a a S 3 } a ; } 9 § 9 § R 3 a i # i a } .✓•
} a a ? R } > > . . } 1$ a } > 3 } > } > a a } a } } } R } } a 3 3 a } a > > ' p V > a 3 } ? ` } a } } a a } } } � a } } } }� a i } .} } i } J D } } a # } 'D } % a } z j- # i a § ) # ? '1 # 9 } \<- :.«�...�'
� ? } } a a i ? } a a a } i'�• / ? } ; a ? ? } > } > } i a } a > } }� } a } a } # ? } a 3 +{ } } A } } a 3 } } ; a }� a $ } } } > /? a } } } � } 3 ? } # 0 } \ } } } 3 / > } } ? N
` 3 ? } } } i R R . . } 3 R § } a } > } } § } a 4 i } } } } } } } } > } a a # } ? } a } �. '. , ' a i 1 } } ♦ §'/II�A� ? a 1} } a y32i♦; i 3 R } ? 3 d § } -0 } 3 } /3 } } } § ? i a A a R } d #- W >i } 9 a }
> a 3 } } a a a a } } �.., ? a a } a } } } ? } ? i } a } } } a } a } } a } } } i } } A s }r'-' 3 } ? } } > D A� } g 3 a } } } } g } > > }� } } R 'j / } i } 3 } a a ? 3 } } M 1 } > } } M
T�> i } } ? ? a } } } } a ),.. ( } } 9 a a } } } i 3 } a 3 } a a } } 3 } § �# § R § } 9 } i } R a ,> N � �( i I 3\ p�S a R . C a } } -0 } ? } a a a a R a a a § ! Q � /f $ a a } a i ,, 3 fi a 3 } a_• a ja } a }
}: } } } } a ? } a } } �+, } # ? a a ? } } > a a } $ # } } a a } } } } a } a a. > } } } } n }• } $ a } 3 } ? a } } a a a R } # } ..3 # ? y . , > a } § -} > i a } 3 } } O } } } R
•/ a } } } a } ; } } } a a § R\•., > 3 3 > § } } } a a a > a a > a d R } > > } ? ? } a ? a } a - a� '•'� n (�I } ? } } TC a # a } a a } i § a R6j i 3 1 ,-.;• } } i 3 } } } R 'D 3 a > a } }
/ a § i a a a a. } a R } ? > } s \•., �.•s a > a } ? i } m a } a # a ? a a a a o } } a �? � R } -> +'� V tij `` ? > 1•�6. a § R . } R R a i a . } a -} a s ../'� a } } } a } \ a ; a s § }
/• § } } } # a } } _ a a a } } § } } \..,�... ../•' } > } a > } } a } ? } } ? ? a a } a # } } } . a a } ; /} }, :} } a } > ..'t 01 t }:. > - l # #. > a } a } }. } �i . A} a a w />.'/• 3 > } . a } a } } >. } } a > ; 3 > } } } a } }
/' } § } R } § } § > > § > a a > > } }.-,,."`... ,./• a ? a } } ? a - > a > } a a > > > > } > a } § } ? } a } 8 .-, gftl> }�� }.. a 1 1 O ♦yl/�
'�.,30• .0 § �. � � } a > a -? > } } � V a } 111 UA � /"a. } i i } D }.. >� a i a i- a
§ a } } } } a a } } } } } # § a } a a } \.., ' a # } i } } ? } } 3 i a } } } } } a } ? a i } 3 } a ��a -} ✓ i- C 1 W rl �j L } a } a a a a a - , } }
} i } } > } } i a } ? ? -} a d } § } -} } > } > a •> } a } a } } } § } a } a i i > } § } 8 } ? a a > } a ? a ? § a } a } } }
a a } ? } ♦ 0 r-i (A a # a a d } a , > - r � f} a } } } § } � a } } a } 'a R a -> a
la } } > } a } R' } } } a a } > ? } } a } } a } } a a a } } } } > } } > } # .> } } a } a } } } } �• .. / I "•. , M - O - V a a } } § $ i s,� p > a �I / .A ? a } a a a N } a a a } } i } } a }
i} } a } a a } } ? } } } } § ?-,,..�-».�- a R > R ? a } a } a ? } a } } a > i # # ? R } } > § a > a ) % / -'-' \ • —j M Ln m M M s� a a § # a } in } } �' � } } R } a }, } d } } a } ! # } 3 a
} ? i } a a } # } ? R ,,,�•'....»,-... •\. ? ? a } > } > # } ? # a } a § } } } R a $ § a > R a a # a / ♦ / , , I Y (n ri N _ _ o } 3 a } a ? ? a } a } a } a § a a } }
1 a > d # } a a } ; a ,...^ \... y } � } a > a } � 3 > } } } > } R a } } , a a } R } a o i iy� i / - Lf 1 , ` N (� i
i } } a ? a } a - \....3 } ) } .) a } 3 } a a R 'D a a a } ? } i a § a a } -> �,. N } a } } a } _? a }
} ? } }
r/ } a } a # i } a } } } } .) } }
T-q
1 n > } > ? 3 „j•••�'••• •\.•,�. } 3 a } a a a 3 } } a a § $ } } a } } § } a ; h M �i \ p p ` ? a a } > i } a a > } a } a \ } } a D a a } a d a } }
p a } ? a �,../' �... a a a } i 3 i } i a ? } a a } a } } } M ^ (Q .� �L11 �' rl Q M N > a a § } } } } } ? a } # } a } a } > } a } { /• } } >
E } •> a } /I �......,, 0 $ > } } } d a } � r ; R a a } a a a > } > > a �„ - ■ M T-4 � q � T-'I c ■ vq ♦ ��I a } } ? a a a \• � .,- > } } } } i� } > } } } } a . i �a a a
/} a a 3 /' ...., § a > } ? a } a a ? } } > a ? a } 3 > ^ V N M o if! v0. > } } } as } } y/ a } a } } a a i } > } R > } V a } a
'.a a V \.••i ) a a a R a } a a § a > a } R > i� p. 0 T-1 • V! a O" o� R R } A yJ a } }\ , /Y•/ i } § a a 3 �a } } a > a' } } } } ? ?
. �1 �{ i
} } I✓ \, } } $ } a } a a a a ? a a a a s a : +•► I t� 4 r-I � N p '. ; � � � { # ? } a ? / �i } } .,, ,...� y/'•a a i a } # R v� } } > > > > > } . a ? § }
\ ? } ? a $ a } a a > > a ? } } }ep�,
/ Q t 26 r-1 h N N � ' > . N } > R } a } R } --\ ✓4-- } ,!-- . -.-+r/ } a a d > } > > } > a a > i R 1 } a a
- a � \ / 1 /off N N L�f1 \ �/�� �\ �\ i�j �..�. } a a a ` \... •r... ; ... � .» a ? a } 3 } } } I. } a a a a } ; a 1 } R } i
./ �� `ia}a}a}a3aaA}a#a>a'>a>a}A}?}a 0 N N Q N : V \ i � C.as }aaa pdRd3 } § •
Q J� > a a } a i § } i } } # } a r•-...-...,--...-...�.« } } a a a 3 i } a a # a }(/•• i\} a } } # } a a a > } } O M < A 1 \ ` ` 3 a D a �(, �y'f } 3 } a } . a § 3 } i } 3 ? a a «. r } 3 3 # } # # } 3 } a # 3 ♦�I i ? a 3 # } # 3 § a i > B } 3 }
S T? 9 R i a a} 3? 3} RL./ N IQV \ ` �In (!1 ���.i}.y}a}.}�'a�i61�/}...3ia}}}}a}}a$}3a}ia} >}3 a}aR}->a}}ai#§a a 3 a}a R�aa 9}?}}i}.�4-01Q\�§}}}R /�, la9a}i}} } § a } } } ? } } } }. _7 N `oc I 1, .a}a } 3 3 }3 a } y / 4 \ \ } } } } a` ::} a a } } a § } } § 3 § # } }� } ? } > a }�{ a } 3 2 } a 3
:`. i 3 3 } } } } } } }• ` / \ '.•S' \ i 3 # a a > } } a § R } } R §�, 3 } d } } } a } > $ a } } > a } "3 a } a M / } 8 R /y
} } a } } a a a } } , .e \ IA 3 a a } } ? a /�11 a } } 3 # ? } ? 9 } i a } a j a 3 ') } a }� ? } } a a } g } }
$ } a } # } } } O_J / V` N } } a > } a a A�[� y } a } } } a a $ l/�9 # # # } a } a Tl�li a _ — r . " \ \ f A V ,c� } a a il i } tl y7`'y�l h % } R } a } ? a } } ? § l,,.i■i�/,�3'F ,g" 'a j" 3 a 3 } # d ♦ } � 1 ` /y� ? .yj ,.- D
�; > a } ? a a i 0 M y \ \ •NII 7" ( A I V�S }i a a } a ? } a G,j, ,� }.J. } § a a � � I rl Q,� �1.�' > a . N ! •'� a
. Tyr, _
11
1 # 3 a } } R o 1 ``i I. Y/ \ �� y ? ? a } } a # p — _ �.. _ -. - - - - .� •�
/ 1w' /�� \. O ( . / 8 • 4>, � a } i } a 8/ R' „ } a } a } .� $ a a a a a } a a # •D # id1 W
'�j I. �.7 i a a } d ` } } a } '+ 3 a 3 } } } } 3 } ? 3 3 ? } a # } } a R.
4 R a } a i R /� � lb � (A _ 4 } a a a } } } a } 9 § a . i R 3 a } R A AS E } I' a 3 i R a �? a -0 � } } ' _• _-.. -•- _ _ — _ --• -"'
`. } A > } } } %` . _J / y 7� ` ` wt/` } } # 4 } } 3 i R -0 d } R a a ? } •�" 3 } } § a a a }y - �•
� a a a } ? � 0 Q 7""1 r \ W ii '� ? > } 3 a } } § } a a a R ? } a } } . } aa�}q( } •> } # a a } a > � V } } - - - - "."
E} } a a // \\ \ L [w 0 a R a a } 3 R. } 9 3 3 a, § } a R. cif (�}gyp RI ��.17 �+' } } ? R } 9 d } } R d # i > } O z � / �' — _ } - - - —�- - -
,o- If a a a } } } } } } } a } } } ♦} } } a a %§
,,,,.».// ) r a // o� \ S `, N th •GS r } > > } } § § a � > O / / _ — �-----_"
LL
•/••'• a } } § } } a a } a } $ } a a/��� N , o.%. Yi■/LL YL/ (A IV U. } a # J a a a } } WU. N /
Y/ a _
} } } 3 } } 3 a 4i / N pq : : \ \ , a N M N $ # a } § O < � / / - � 11, /I __ _ _ _ _ —
} } $ } a } a d } I / A. MN as / \ (4 o Mq/� } a } � y Nt� / --- - -
a a a a } }. ' } } a > f /l�' 0 . V4 �i /fib Ln } a a n 4) U. � M N at / / / �.---�'"f -;' a ' —
a } a ? a } } } } / 41 ��� / �oO N. \ p V6 m N Va N a a )tD et'� L �/� . v• � ,.� .— a� a y _ — —
a a a a } § > } a a � - / v' ♦ N a a } -> l_ / R § } (D 4 d `'
RN
{ .D } i a # A ? } d Q Lo Yf ..:S .. \ \ v% } } a § } a } a _ L � a / O / / - f / } } § a a } # ?
} a a > a } } a
$ 3 > } # } } }
�' (n / Q © t 4 � il � � � W4 / / '. 35. Ai �% / ��t AA / a a # a a a a a a
•\w s } } a § i } a as _ ` \ > -0 } 1ya6 to / / * iaT' / / a 3 a a a s a a
y
(� / -,,�-> , � , -> , ib,j 6 / �-" I / / N -.- ..: - I - �---- � * � * � --� 1 / } a } } } a }
} a i a a ;
�Anilllo
'^ y r. i a a } i } a
a a > } �y u. �� / / \ \ ..., > } # a 111.0 N
/. } a 3 a } } } vi L // '-•, / w4) L - a R 3woopmNIIIIIIIIIII' ...ia.'r'.'` , r i a -> R } } : } } a a / /"'`` ``
IN
} a 3 }- It Q Yl V
a } } 3t to /
"ei ,. r k 9 / a } } a a } I-
136 *
�: . 1 0 / ... Cl 494 Ln 1� �� - 11 I JW" �- a ?,. } a 3 /
Z /
N
% § } a a
/ / /\� '� / l �.• • / \ \ .rr v 6� 9 / - a a > / . ' 3 } a § a a a > a a } W,' I MM � I am O
s♦ y. ., .
/� 'r'. - ' .d'.: �
Ln 0 U.
/a } } } } J L. Vi % Vry �C. Qi \ :'.; :',.. ._:,:: 63• 4'/ �LL � : • a # $ a a } > > > 3 # > } a } a # > } } }
,/' � � � -� f) .V
!� > ; a } Y. C / § a > } _ - _ — — y ---- _ —� /§ # } § 3 } } } a § s # i } a } } } i } c a a } a a ? . } a } # } a a a
/S a # } �•, O Q W % / Yi 7- I -.'L -.> i a # 112.091 M V M � a% /l� a } a a a } # a } a § } } 3 § 3 # a i } } } } i # # } § R # a a # } a # a } # } } # a } # } } § I } i # } } §
) A
. `A 3 - — — — Q 0 w N - a a } a s ? # a a § } i a # } a a } a } 9 ? } } .> a } } } } a d. } a } ?
1/1 I I. I * � I Zl�: *"--:—,1— ,I I 11 * I 11 * I I il � I I I I
R # > a
x�t / Q > a } > 9 � s '� •4 i i 'D a + d a ; a d } # i '. } > } a a s a a a a } } a } a } #
/. i } } Y� j j� % Iy f ■ ail/ . Q } a o a L �: Q �j1 -11 } i ? . } i s # 3 i # 3 > # > a # a # > a a # } # > + + a
•!. -�, /6�. / �IY•� / N V4 } } } # V. to M Op } �. } a } } . > # o i - # T a . 3 > a ? } } a R } a } a i a # # } a # } a } d
•��• a > } } ? § },• , T73f, O' `` �� / �' / ■ n `3 # 3 # # �1/ � in 3 R a a } } a ' a 3 i } } . i # } a } } R } # a , } a } # ? } R } ? } # a }
a § a a T. A } a i } R a a # 3 } a a a } § # } # a 3> } 3 a } } } a 3 g } } } ; ; a }
` 14 } > > a $ } a } 3 # a 3 } } a # > > a } d a a D } } a > } a a a } } > > > >
,.•�• } } } . , / / O N . ( U. ul •7 a § # } > } # L Go N IS / R } } a ? } ? ? ♦ > a } } a § a § } > # ? # a § } } a a } } $ } ? a a a a >
-/`�• } R } - .;- /-0) ii41 Q• �� ■ r~ L [� } } # } o J0 . 4) . /} d ? # } 3 3 a } } a a } } 3 # } } 3 } # # a } i d a } 3 3 } } } } } a R } -) a a
.,l a a } i a� V Re ((L•�� / ) _,• / ) ,w O a:LJ 4 } } § 4 T L. (� N N� 3 9 a a } } a -) } a a > ? i a a d } a a a a # 9 } 3 3 a } } } -§ 3 # 3 § R a } 3 -)
/S a ? a a }%' ` V �• / 0�.� �_j I � (it `. 3 } > � V4 U _I ,^ .� / a 3 } 9 a a } } } d a } a } } a a a a a # a } # a } a 3 -0 a } - i 9 a` } a d R a 3 a R
? .) ? } },�• S1-. A /yam 1G/S ry� �' 4 # } N In O VT../ Z d a } - } A } a } # } a a ? # } ? > § } a # } } § a R a } a } } } i a 4 } . } } a R ?
a a § } per ul / Y/1�' / '. RJ / � r �( V-% > a > i\ / /I� O 3 R # ? 3 - i 9 3 a # a - a } 3 3 } } } } § R 9 # a } i ? 4 a } i a a a 3 a ? a } 3 a 9 i .« N / N a } 3 �. M v ^ w 4( M' 'a a a } } } 3 3 a } a } ? a a •D ? a a a a } } ? i } a 3 $ } a a a § } }. a } } a } }. a }
a } a N L� a _`§}>}§ ♦ �� 3 a a R i a # } } } a a }- } d } } > } } R } } # # 3 a a 3 3 3 } } } .8 } } > } a } #} }
(J 0 /
r/ } } a a } } # / "l O Q� //- ., � V � � � !3 } � O 1"1 � N N N •) } � } } ' > } a # § 3 } } } } a a } a } r a } } } ? } a i a } } } § a } $ ? ? } ? ? } } } }
V
$d}/ / 00 / P t'. _ / :A 4c �# a ■ �� ,�(�# } 3 > } a a } a a } } > } } 3 a a } } } ? } a } } a # } a } } } ? 3 a } }?}}a>$aa f (IY\� to O 3 } V- O a aa } } 33 i } } i ? A § } $ ? a } 3 a 3 } a i a d ? } } a } # § } } ?# 3 } a § a }a}� (v / \J .,� / O �a 3 } " a a ? i } } �•y(_�-a }§aaa} i}}}a}a}}}a}}i# }a a}3 aaa�"",*,
? aRI'll","*
`a a a/ 10 `wO , _/+� f § } } ? i } a A ? a S a a } # a ? a -3 9 } a ? } a } } } # # 3 } } ? } a § } $ ? } .>} } a } }
} } j �� 4's f�� / W N N 4'I / } a R } 3 i a § } € } } - } }c?e i } } } } a } } } 9 § } } a } 3 # a f } d } -0 } } a a $ R i > } a } i 9 #
T %' �N Y / / 3 a 3 } a -> a # } } d ?- a a s a } a # a ? } d' } ? } a a } } a } ? } a a a a i } a } a } ? a i a 3 R. } } a a
a % i
\a 4 / R § ? i } # § a a } a i # 3 3 $ } } } } a # a 9 } } a # 3 > } a # } a ? } a a a } R 3 3 ? ? 9 a ? a R R a i 5 a }
/• !A / / O f# ? a 3 k a } } } } a a a a } i a i 3 a } a ; § 3 a i a a .> i } § # } } } A a a } 8 a a a ? } a ? } # a a -0 ) 3 }
'� (A / :f} 9 d 3 ? } 3 a } a } } a } } a a } $ a a R 3 a # 9 } 3 a R } } 9 } a } ? a d ? a ? a a a a 9 } } } a } q } ? a 4 a
a�-/ /LL f/a > # } a } } $ # } } } a ? # a # 3 § i } s a i } # a } b i # i } ) 3 ? R a a # 3 ? # } 3 > # } } # a a a } } i a } ? } -
M L/ fA / / I l�g /# a R a •a } } a 3 a } a a } a 3 a } } } a # a } a } a , a a § -0 i } § a } a } a R 3 i § a -0 } i a a } } } } a •D a } D § } a a
4w 1U) / n a •�('� «_ »_ /3 a a a 3 } 3 a } R %? } -> } a } # a > ? ; } } + a a } d i ti # } } .8 3 3 a a a a a R ? a R § i 3 a i a a # } a i a a } R a } a M
,` 1 1 Q�i • biz• i a } 8 4 } a 3 # (1� } a } } a } } # a a a } a a 9 a a } ' } a } a } # # a 3 a # il a # } a a 3 } a i 3 a } R a } a } 3 >
l a $ } a } > } } } a } } ? ? } 9 J } } a a } } 3 i a } a a d a } # d a i } i i } 3 ; a } a # # i A } ? a § a # § } ? i } ? § a 3 } R R } } >
LftA i} n. a
.. o M � / ;• (7) 1 IA �Vx ley Ia } a } a } # a § } } i a a ? } _ �• # } a a a ? } # ? a } } } } a -> a } } a # a } } } a a a a } a a ) } a a # # a 3 ? a ? R # 3 } a a a a } a _
/ IV6, / 0) � ; \ ? # a a 9 a } a a d d } •D 8 a } } a R } a } § a a a } } R a # } -. } } } # } } R a § } a a 3 } } 8 9 a a i }
■ y- a i a a } a # # a 4 ? R R } a 3 } } a4%` a a } } ? a } } i a } i } } a a i a } a } } a a a } }. a } a' i } } 9 a a a a } a 3 a a a $ } § i a 3 a 3 } a
� / /� •N / ... 06 / itaL (/A . cb ? a > # } # a } } } a $ > a } } \% ) • �t } } > a } } } a a > } $ } a , # } ? } } a a a # } > > a } R > } a } } a > § } } > a } a > } } } } a a } a } ? } N
/ a } } } } > ? } # > a R } a a a > a } `` , } a } a ) a } ? ? a a } § d .> a a }" a # } a a } # § a > } § § a } a } . > a } > > R ? ? a a ? } a a a } } } >
0 / VC } } a } } a § a } } ; a a a } r 3 3 } a a } a } ? d # } } } § # } a # a a a } } } # a a a 3 } } } ? }
/ / a - ♦�{ . K } 3 a a } } a } R } # } R } d } } 9 i a R •�, dt �j a a# a a. # a # } § 3 i r 3 } a }. R } R i a } } } 3 a a a 3 i. § § a a a } a } a } a a 3 a } a } ? 9 a i } a 3 } a }
lSo.�ST / / ,w l��g ! ? } } } } a a 3 R a } a # } R } a } a = 3V.0( Y�. } a } a } a ? } a a } a } a } a ? } a # } a a } a } a } a 3 } 3 # a } 3 a i } i # a }a. } } i } a a. a } a ? a
�. R N .} - a } ? a # - > } } } a a > # 3 } a # $ ? } (]l a) 3 a 3 a § } i a # ? # } ? # 3 ? } 3 a R } a } 3 a } .p } a } > } } ; } } a # # § } a a 'a a a a a a } } } } a
/y. / 1 IN N � 1 & ? } # 3 ? i a i a } i } a } } > i ; a G • '� j a 3 a i 3 } a a } i § } ? a a i a ; a § - } $ z } > - } R 9 a i § } a 9 i } i } R a . } a # a } 9 } } ; a } ; } } } } 3 } p ; ;
+� `SJ , } a § } 3 a a § # a # a # a } > 3 a # 3 } } ��j a > a # } ; } } a R i a } § a a } } a a } a # 3 a } } a } } } } # > } 1 1 } } } ; A } a a a a } a 3 } # R } } a § a a } } a } 3
�� / / Q/ � �� R > } } > } -> } i } # } > } } > $ } R a } } > > > r § # a } } } } R } a } 3 } } a } a 3 a 3 a a > } ? a } a a > a } a ? R a } ? } § a > } t a } ? a # } i a ? } a a a > a 3
la 1 ; > -> -> - a } } } } . } a i, ? } .> > # } - a R >� > -} } a a } a # > > } ? > > } a a a > ) a > } } } a } a } } } a } } } } a ? > § } } ,> a a a } # a a > a } a > } } } A > } a }.
(44 W �• i } a a ? ? > a } 3 # } # 3 } } # § 3 a § } a > / 3 3 i > # > > 3 i § i a } } # i } > } } a a } a > } } a a $ ® r § # a 3 } d ? } a } �} } } 3 § d ? > # a } > § a a i R } } i a ? a # a a
L. {n / / �.►.,,, h } } } # # a a } } i > ; a i a } i a i } a } > } > a > § a i R } } --4 -} 3 > } # ? a a a } a } R > } } # } } > } } a } } a a R } R a } a } § } R } > } a a > a } } } a a }
/ i
. U O. /'� a a ? ? a }. } i ? } i } ? } } a 3. $ ? # } > `i } 3 } r a # ? 3 • > a # a # a } } a i § fi } } } § a ? 3 > i R } } } } a } } } } i a a i 3 > } # } 3 a # 3 ? a a a } i 3
42 O%` a / j� a a a $ a a ? R ? a } } # a R 'P •A } d a } � # a a a 9 a } a } ) . a ? a a a i b 3 R �P a 3 } ; § } § ; g g } a a a R } } } a } 3 } e # # a > a > } > a # a 3 } i }
Wit j / g %/ # } # } } } a } a # a ? } a. > a a } >. } a a ? } a a a } } } a } a ? } a } } ; } # } } a > } 8 R } ; ? a } > R a a a > > > > # a > # N
a,' -'f . >
,,.I'.1 ' a } } } } } 3 ? d a a } i } �• \. } § # ? 1 g } } } i z a } # § } 3 > a a R a a 3 9 a r a § }i > # a R } 9 a a } } a a } 3 ? § } 9 } a a # } a } a > }
May / i%} _ / } } i a a a a
t -%,. \L• .a.} i a a 3 } } a } } a } } } } a a 3 a } } a a ; } } 3 # } a a a a ? } 3 > } 3 a § a a } a
�,y � �.y-"'•••; } > a a �S } # 3 a ? a } § a i } i } r• \> 'a/. } > y } •D i } } ; # # > ; i } # } } i i a ? § i a a } } a a # } a a 3 a a # a 3 3
® // _ n N A. � y j / ,/ .% # > } a m § a > 9 3 ? a i s 3 # R a a } } a a a } 3 # } > } 3 > } } > i a R ? }
. . / ? 3 } # 3 } > } ? ) j } # } } } a } a ? } } a # '# } } } ; q ; } } g a a # d a # a 9 a § a a } a } a } 3 ? > } a } } } a } a a # > >
K ,/ } } $ > a } ? } ? jjfj j ? } a R a } a i' a } a } ? 9 a } -> } a a 3 R } ; } > a 3 i R " 3 } 3 a ? a } } } a a a 3 a > } a } } > } } ; # R 3 a a a
ko
/ V // r./•. } a a a a } ? r` } } ai+.« .... -...---'il..- p } a ? > } a ? $ } } a # 3 �� � a 3 } ,6 a } } a } § a a } i } a 9 9 a ? i } 9 3 a a a } } d } a } # # > # a } } } R } .) a i § a 3
! g •�g / / / } } } } } } } i i § } r•r».� •. } } §\••.\ 2 } i } i ? } $ } a ? # a #:/// //////��� a a } } 3 } > > a } § i 3 a 3. . .w--'^•- '> 's a a § > a } A 9 ? ? a 3 > i 3 3 i R } } 9 a a } } i 3 a § }
> a } a } $ 3 } R ? > a } > } > a # a -. a } 3 ? i } ? > > a 3 } } ' > 3 } } } a ? } a > 3 a ,} Ir••• } } ; # a } a } i a 9: a a a } # a a # # } ) } } R a ; } } } } ;
I
.. T / / f4 Vq le } } a } § R 3 a a a } a } a ? § 3 # } a # } a a > § § 9 } } a } } '! . § } } d } } r } a i _J• • 3 4 -} i } } a } } d i } } a i } r a } # } } a a } 3 } a ? S
Vi Q > # i 3 a > # a a } ? } 3 R a } > } i > } ? } # a 9 i. ? } > } 'x,• I� % a S a
,w /.� . ,-..��- � a > } R } ? } a } a a } a } } } } a a } > # > > a a a } a } # } 3 a >
/�.� IM / yl S } a a } } } a } 3 a } R > 3 $ > } } } } a ? } a } a } ; } } a } a # / a } a } , '> } } > a } '> } } } } > � a } > } } a } a a > > a a 1R R a > a
V. 41 �� I !!��V 9 3 # a a 3 J } } ? a } d 9 >. } } •D # # ? } } a } a } a a } 3 # \\/. } e a a } r } } } 3 } 3 i a } 3 # } } } a ? ? d > a a a i
6 W4 L. (A / .. } } a a > } i } R a # } } : i a a a } } a a } } } } ; } } > > } # - a a ? } d i a a } a a § } :.4 a } } } > # 3 } 3 } 3 i a } a R } § a
.^ [' / i O ! i a a § a d R a a } > } # 3 J? R a a } R ? } i } 3 } } } a a i a § i� �'�•--J
v/ w� LU i / / 1 a } 4 > a } ; } } ? a a } 3 # } a } } a a a ? a a a d } } } } } ? 1 a a } a } ? a } } a \ a Ia Y a } } } } •D a } a a s
i ; } > a
Q`A i �} > $ a a § } a ? } a } } } } } a } } a a > # a a } i } > a R } > > i a # ? ? a ? ? > a } } .>,p _ } a a } a } } a } a } ? > } }
qe YID { i > > a } } } a a 3 } } a ? > a } a } } } > } a } a } } ? > § § •> a } } a a 3 } >` i } ? 3 } a } > a a } a } ; } a > } } oVq
III i ^ ;? } a } } } } } a § } } a } 3 } } a ? > } a } .p } } } } a } } 1j ,i } a > } } } a a } } >..�> a } } } } } ? a } } a i > a }
N oOT enJ co t a i § # } } a a } } 3 a } } ? 3 a } ? } § ? ? a } ? } 3 d a a Ri
■ T / (O� / 18O'oLT {a } a > $ 3 } } } ? > > �r } a § a a } > a a > a > } } } }. ? a ? t > a } > } > i ? ? a } } R a } } > > > } } a -D ? } } ? a 3 > a
i 11111, O eq
/ ..r/ is I
i. /I i%oi�^ __� {� 3 # 9. > 3 i > > 9 } # 3 3 } a } } # a } > i 3 } } a a a a a ///�.+
u
O i i / ---j > } a > # a a } a 3 } } 3 O }4 } } -} } . } > } > } } # a } a > } �/----.-..D ' } • > } } } 3 } } R a } a d a } a a � } # } } } a a > ' > a } a r ? a
..,-r — ».� ... § �) R a } ? > a } } 3 ? § } } a } ? a } } a ? } } > a } } ) } •{ a ,--,�.-s' . a § a a .} } } ) i > ? a > a a a } a > 3 } �f- a� } } } > } } ' 3 a } a # > >
coW1 / ,w� «� ... ....�--.»; .« �,»-«;.r } a } } ? 3 3 } a a } # > § } > a } X' � } 3 } } > } a a } a a } a } a a ./� ` } -., e - } # } } } } 3 } } } a a } } a # } a > > a > # } } a } } 3 a > a } a a } > a
W^ ! (,r �'Ss r ' L v) - ;? R a > > R a a a } a D } } ? 3 a a i a a a i } ; 9 } R > } > a a r } ; } a } i�' �`} R } a 3 9 a a a > a > } a i } } ; a } > # } 3 } } .p« a 3 } 3 a ; i } a $ ; ? i # 3 }
Ind7"I j, ' ^ � > > } A > a } } a } $ a > > 3 a a a } } 3 a 9 � } } > } a § 3 a } a ' •D a i a i 9 } > } a } } } > } > } } g a � D ; > } a } � 3 Q } a a # a ? } # a >
LU N ' G �. } a } � a 3 4 a 3 d ? } } 3 9 4 > # a $ R ? X.
} > > } } } > i > } i 3 } R � a A a r a a } ? } 3 d } } 3 }. ' '- - ` a a a } } } O 8 i # a } a } } R a } # > d }
/ �.y, Al \S a } a } } d } # > } g a a J 3 a a # a -> .} a a 3 } a a a } 3 3 } } } } .�..• 'a. a a } } a 0 a # A a A i > > i b y } } a > 3 3 ; a a a a a } S
w �yYt ' � - r a a 3 i. a a �N 8 } a a } a ro 3 } 3 -) } > a a } 14 a } # a } } } } .> } } } } j�•• } a r D a a a ) > i > -) ? § i } a } •}V� a # } } } } } a a a a } a a
�.t jt S•• w ' O 0 � ? } a 3 a �•' R } i . � a a 9 a 3 } ? a } i } a } O } a i } } # § a } } # ? } a% -> } a a a a } 3 R 3 • a a } - -0 i R } l 3 } a a > i } } } } } ? a 9
W M iWi / O �. N M.■'./ ,> } a } } } } } a } > a a > } a > } a }. } } $ a } } } } # # > } } /+ } > a a } } } a } 3 a ? } # a ? ` a } > d } } } a a # } } } }
O� N O >. } a a -> a a } a a. } a 3 } a a } .> •> a a a } D a 9 a } } } a a a } �.J ` 3 a } } } d '} � } } } } R } - a , i § 4 } } 3 } }. a } 3 } } }. }
7-1 Uj � u -W - f Ln ' O i§ a ? 3 } ,§` a a } 3 ? } 9 } i i 3 > } } } > i } } } } a } } d } > } a § /�a• } a 3 } } } a } a a a } } } a } 3 a r } a # 9 } } a > } > } } r
J } } } ; > > > 3 a } } a a } > a i d > a } } > } a } } } a i a > a .' } § § ,} R. a } } a 3 > } a 3 } 3 > a } } a # } a a # a } ?
N t31 O Q A i �N/. > a a > a } } a } a } } } } /� «.s... �> a } } a a } } a a ? } } } } a } } o a a / .> a > R } } } a } > o a a i } a i § a # > } } d ?
�I N M Y1 i v . a } } } } } > } a } } ? ? } /` 3. } P 3 a a a i 9 } ? # > ? # a } r J
w «r...ti
W o \ ' `T } } } } } } R > d } > a /+ "-".�...�> a ? > # § } } a R a # } 1 \ > > } § •P a } } ? } a # r } a ' ? } a § } } } } a } a } a } $
a } > �R R a 9 a > } a '• } s § a 3 a a $ A 3 } } } 3 } ' i
^ � ` } # ?. a 3 A } a # } R 3 P \} } a ? } } i } a a } } } •tip) D.. } } a a $. a a } a } }� } # a 3 } } # 3 > a } } > } a
J
O �� i, IL9'S9 i '\. 3 9 a 3 a } } 3 } } } .\•.,� } a 3 } > } a a > § i I
t } a } > a } } } d a a } > # a a a } R a L 3 > } a } > i ...- -'.�''� -- •
'\a R # a } R > } a a } h}` } } } i } > # a } $j 1# } g } } a } 3 : > > a a a } } a > ? } a a 3 # a a }
9. .w .\} } 3 a a > a 3 3 > > a•.�\• a } a a a ; a } ; SI (D
Q 000000
.•.• i 1\t } 3 # } a r } a a } `•\ -aN 8 a } # > ? a } t } } } } } } } } } } } > 3• a s } ? a a } a } 9 a 3 } >
? i 3 a } a ? } } } } i } a a > 3 a jjf a g } ; a } r} § a ; d a a a 3 } a } a R i p) } } } } I ---' �/
I18 £' £ Z T { - ' ' CA w ,\1` } > } } 3 3 } } 3 a 3: ,'14... i # a a } } t a } a 3 a } a 3 a } } # 3 a } a a # 3 ? a # } } R } - 3 ' .�- / �r - -r .-r •�
N t } i i } 3 9 a § } } a 3 a i } } 3 } 3 i } 3 i 3 i > a �- f^ \�' I'►�
I um an I (y) i } a 3 } A } i } 9 \ •\...�. } ` a # ' 3 -. ; � } } a . a } } a } .> a } } 3 a a i } $ } > a a ) ? } -- . , --- I�
M. •\ # $ } } } } a' } a S ^\j•• i > > i a 3 } } } i +y # 3 . a a } } $ } 3 # a } }
T ss3A/VV 3Nn.Lna ; 1 ! N m�'j co
\ } # a } i } a } a � ` a a } . a } a % I.l ? a i .n ? R a a a d a } } — 0
—�-------------_, ...---- > } } } > } ? } I�9di3HS3A�t�/'''Irn�
I I
�-r.•.�.--■—..�r._� .,�,_r�.��-..-.�s —-..-�wi.r..i,-.n. l98 Y�:4 .. (�(+ ' T n •�' :3 a 3 a } } } i a } \ — r ,�,./.
'� •--■ !0 •oG ,% 14.0'V5 F-: ,s> a i § > } } > a a\,.•� 3 } a a a y ---- \ — j ,./•' �—,�
000
_ _T `�- IL6'9t,ZZ 3 ,los-zoo8$ S (6I '9d'ZS '8'W)1N3W3Sb'3 39bNItR1a !QI / / / N
I V4 m 4mm — ..I — I — ,
W
/ Q EnZi— N(DZ
/
/ o- " X P-4 W lki t , X tog � \� c� `. w -- - — _ , _ — — — — -• / - ,/ \ '
c > o W ` % N N M 9d Z5 8W al Epl �`n6- \� o // T \ -� ,,% J .. /'\ I
6S •�•W
89£ Jd 55 9W © 0 N Q 4 *� t 9 y0, �`' �o- v ci� yo/ � ya � �-----------------______----- / , �� �--''" _
Q— W i Z 3sdHd 3MIE) 3� OYMAs ,,
3AND ROWdOAS � o- a -d- ;>—>, o iLBs Jd 6Vs 9 C]) ._. _. © N
/ W m N 8810� s o&I c' o%e cs, �O ° ." `1 o �� M12� a�n2i3S321 ��£ / / �3►J �'°'� �� \, ' \ No"S1n Z y�.0i
£ NOI1�9S I N. 1 o d' s s cy� ,ss Q- 0 s
/ S9 ' , ., cv \ vol,j Jd '�Oj Jay `lo \g �� �O o9 �� '�'�,�'��q�A i
/ / � ` o�L O� cy0 :% c, 6I '9d ZS 's'W i ems, "= , 6�'�I a
�9 / ,.. d �v �& �O �� I3SbHd � \ tia� ` �,NI
to � -7) :�6) 0 c7 0 3A0119 311MOAS i � ����b Wd��S \ �
v OA
a£ Jd / ` -� 9ti log �\ \ Q , \ 5I
0 89£ Jd SS BW
Z8 6 Jd Z� 8W \ , � � �3
/ 3AM9 \ , � -1� I \ \ � '� _
/ £ NO O \ Z 3sdHd 3no�o RONVOAs
�\
1510�( \ \ ZS,a% _
a_
\ / - --1

TREES TO BE REMOVED:
TREE INVENTORY
,NUMBER
Or TREES
TREE SIZE
12 TOTAL. TREES TO BE REMOVED
NO SIGNIFICANT TREES TO BE REMOVED
274
TE 275
"ALVE
VE
NOTES:
1. TOPOGRAPHY AND TREE SURVEY COMPLETED BY PORT CITY LAND SURVEYING P.L.L.C.
2. STREET LIGHTS TO BE INSTALLED.
3. ALL ROADS SHALL BE PUBLIC, AND BUILT TO NCDOT STANDARDS.
4. ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM.
5. 10' NON -MUNICIPAL EASEMENT ALONG ALL STREET FRONTAGE.
6. THE HOA WILL BE RESPONSIBLE FOR THE SIDEWALK MAINTENANCE, STORM WATER FACILITIES AND RECREATION AREA.
7. SUITABLE MATERIAL SHALL BE USED ON ANY LOTS THAT ARE REQUIRED TO BE FILLED.
8. 'NO PARKING ON STREET ANYTIME' SIGNAGE SHALL BE PROVIDED.
9. PROJECT NOT LOCATED WITHIN 100-YR FLOOD ZONE PER FIRM MAP NUMBER 3720316900J DATED APRIL 3, 2006.
10. NO PARKING, OBSTRUCTIONS, OR GATES WILL BE ALLOWED WITHIN THE PUBLIC RIGHTS -OF WAY.
ll.. PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS.
SITE DATA
DEVELOPER AFTEW PROPERTIES, LLC
SITE ADDRESS 5700 GARRETT LEA PARKE
NHCo. PARCEL No. R07600-006-012-000
ZONING R-15 RESIDENTIAL DISTRICT
USE RESIDENTIAL
TOTAL TRACT AREA 19.25 ACRES
DISTURBED AREA 13.5 ACRES
LATITUDE & LONGITUDE 3,V7'55"N 77*54'09"w
TOTAL # OF UNITS PROPOSED 31
# OF BEDROOMS PER UNIT 3
RECREATION SPACE REQUIRED 0.43 AC*
PASSIVE RECREATION SPACE PROVIDED AC.
ACTIVE RECREATION SPACE PROVIDED AC.
T 10
I arm
SS PROPOSED SEWER
w w PROPOSED WATER
SD SD PROPOSED STORM DRAIN
PHASE LINE
Inalm" Mim, LIMITS OF DISTURBANCE
TEMPORARY SILT, FENCE
PROPOSED SIDEWALK
-4
EXISTING WETLAND
I Sif �le 11,
SECTION SHALL NOT BE A GATED COMMUNITY. 18. THIS SEC SOIL TYPES
Le-LEON SAND PASSIVE OPEN SPACE M
Ly-LYNN HAVEN FINE SAND
All
ACTIVE OPEN SPACE
00
7 SYCAMORE GR19VE
0
N/F N/F N/F N/F N/F N/F EX. SSMH N/F N/F
TYSON KAREN SD SYCAMORE GROVE HOA INC TOPJIAN DIANA PHILLIP TOLMAN HUBERTY MATTHEW L SCHNEIDER TROCHIE JAMIE L RIM �O27.80 GOODRICH HARVEY BLAIR ETAL CEA CHRISTOPHER P TRACY C
NV UT 20.57
JOHN P PAULA►
3> ro z
C:)
m C4 n ro x
rl I x
xw - �4
rn"x Z Q
010777`777` zm Z R) 0
-4zm
All& �7117_7771, LEIA LANE
amm"Now mommmm momm"m NCq
now
LE\4 CANE
SD
SD
quommwo 411"Ikaw SID SID
-------- 299 SSMH No. 13L3 E-4
mos
300 0
270
N
-1-2'" BLOW OFF z
ASSEMBLY . . .. .
N z
-2" B.O. ASSEMBLY
>
v
IP 41 �11 .14 1
td- f E-4
MR,
�` a ' .. ., y ,. � ' .. v l"� 298 k4m.� z
`Z�ll 4
od, fl,
1-.91 Acres 301
4 _34 0
3, V'SIF
41
n
TED MD,
271 *4N WERMD, DEUNEW AS DESIGNA
SIGNED BY THE U.S. ARMYM 0FfNG4NEERS- ON,
�l le 'Al 4, 0.55 Acres --4 0 JUNE 27,- 2014 MD VOMED ON VARCH 22; 2018
41 w 41 • 24,066 S.F.
_N4 b>j 10 No.- SAW-ZO-91to- 4'
>
297
(OSACE X
41 W 3.98 Acres-";
W
1� W "1 11 , I'l✓l, I " �l �l 4, ", , /_ - / 302
'73
-SSMH No. 16D 1 41 11
z
N
`•
404"WEMAND MiNFATION' AS DEMNATED M
SSMH No. 131_2
272
affl!
AN,
0:&-A*Y b*:'Of
41
4.11 A
A,
10
AINE 27, 2011 W WDtFIED ON MAKH: 2Z 2018 6 29
*47)
t Sw
303
z4'
273 .1
V, A 1. 11
'k, 4.y 41 .1
4
10
304
0
�l
w 295
r) Q I
00
4285 A
C\2
284
290
1- 4 292
283
1 -FIRE HYD ASSEMBLY 294 FUTURE 0
5
w, IV -k 30
0
DEVELOPMENT 0
000,�%ol
% No. 13L.1
C:)
282
@ CL
293 06
PHAS 2C 1 -FIRE HYDRANT ASSEMBLY
Z WOO' SITE TRIANGI F 6
1-2" BLOW OFF ASSEMBLY co
3016 0 &
Vol
281 ??0
00
280
279 -16 COL Z
IN, &
4
278 SSMH Nag I M
-)z
u
il N11 �4
�-SSMH No. 13J
@
#rr'' oZ 307 m 0
L4y SSMH No. 1
SSMH No. 13K
RIM 22.0
INV` 15.68. SSMH No.
U)N
LOCATION MAP
I wS
REVISIONS
Description I By
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
C3
340.00'
10.17'
S 10*16'09n E
10.17'
C4
280.00
2132
18 07*11124" E
21.72
LINE
BEARING
DISTANCE
L27
S 6 '43" W
51-01'
L28
S 55-02'29 W
72-.2-1-T--
L29
S 72*42'02" WL
25.92'
L30
S 54*09'41 - W
43.60'
L31
S 80*5311 W
39.811
L32
N 81 *1355" W
UU3
L33
S 6516 �36W­
119-88'
L34
N 75*30'24 W
35.96'_
L35
N 08#55'_2_8�W
27.62
L35
N 031 57 E
_16_.81 I
L37
N 65"50 �47 1
35.05
L38
N 42*0457" E
33.83.
L39
N 33#3616" E
33.27'
L40
N 47*05'51- E
3-5.04 9
L41
IN 32*0217" E
32.72
L42
IN 31 *301127 E
-2-2-80'
L43
IN 27*07'39" E
40.51
L44
N 20*1149" E
27-08'
L45
N 08*2316
1_
42,65
L*
N 13*38 53 E
3-0.29'
L47
N 04*5529" W
6. �34
N 18*29'56" W_
28.25­
L49
N 08#29'47- W
53.42
L50
N 30*37 5 W_
�4.69
LINE
BEARING
DISTANCE
L51
N 2601752" W
19.95'
2 IS
80'35'15W
60'00'
L53
S 71*24100W
25.58'
L54
S 63"06'52" W
30.971
L55
S 46*22117 W
35.23
L56
S- 4500838" W
32.79
L.57
S-56-55'39 W
31732'
L58
S 70*42'00" W
28.981
59 IN
66"2119" W
36.94�
L60
N 55*191 7w W
22.58
L61
N 74"00'0517. W
34.90'
L62-
N 804'03117 W ,
23.V
L63
N - 461 *rl 3" W
14.67'
L64,
N-T-2657" W
59.25'
L65
N E
21.85'
L66
-OC373
N 05*2706W '"
31.93
L67
N 49*20'58" W
30,92
L68
N 72*1121" W
22.33
L69
S 79*44!40 W
45.52'
L70
S 55*01257 W
33.68'
L71
s 83'50'49w-W-
TR
L72
N 63*4150- W
35A3
L73
5 57'33'43 W
46.54'
L74
1.44'
12. WAItt( AND StWtll ARE PUBLIC. WATER WILL BE IJKUVIUtU BY AQUA. btVYtK WILL OL rnvviur-u BY LFITUA. IMPERVIOUS AREA
13. EXISTING POSTED SPEED LIMIT. 25 MPH; DESIGN SPEED LIMIT: 30 MPH. LOTS (31 x 5,000 SF/LOT) 155t000 SF
14. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY. ROADS 40,844 SF
15. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT-OF-WAY. SIDEWALKS 7*234 SF
16. ALL STEEL AND IRON PRODUCTS WHICH ARE PERMANENTLY INCORPORATED INTO THIS PROJECT SHALL BE PKUUU(;tu IN FUTURE 110,000 SF
THE UNITED STATES. TOTAL IMPERVIOUS AREA 313,078 SF
17. CONSERVATION RESOURCES DO NOT EXIST WITHIN PHASE 2E.
IN, m
320 316 308
. . . . . . 19
_16V SITE TRIANG
321
01 -
.4,
SSMH No. 141-
,. r '' '� I
\\x;o,
ly 309
32 31
41
N
A,
24, 4 41 41 S E A rL L
SSMH No. I
L691-2" B.O. 17374
xz
313
+
SSMH No. 13M.2-
p E 2C
41
000000
PHAS
00
2D DATE 07/09/19
IA
DESIGN PGT
V
DRAWN JET
341
11 IV!
4�
0.93 Acres-,
-40,392 S.F. m
���� PHAS-Dm-12DFf 41 44 L
60 SSMH, io.� 13L
BA)? SCA L E
312 41
L
V
t6i
00
60* 30$ 60 120' 18,0 00 SSMH NO. 13M C
0_�56-07
SHEET 1 OF 9
18012

. .� <}
y"x�.i
�„ f -7, 1
io 1.�,f;�,,,,
f���'ff # tri It P
,, -
/ It iN /. a,
rn z. L f' "tea 3 w. q s r
f tm- ti 7� w T O % EE
�� M fi ti I
/ w
�T9 it �,
�' .1-1.4
v „ U tl lE...
:����.�5�,
Nam,1. *- p N f'^ -
. ��. V IkV-,,14.0 -
ti / r e� =
,.. � ,� Y
y
_ ",/, ­�-�_
OUTFALL MATCHLINE
MATCHLINE
N tJ `�'+ ..4�'
f: �
r _
N m tr
" � ,_� ., 11 �
,,
. ,,,
r ( J �
I .0 ,�00 - , W/ >/
1,
- "I /0000 1K
" . ".3 \
E !` -1 (j 't',Xt
'It SDMH 9
iF
NOTES:
1. TOPOGRAPHY AND TREE SURVEY COMPLETED BY PORT CITY LAND SURVEYING P•L.L.C.
2. STREET LIGHTS TO BE INSTALLED.
3. ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
4. ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM.
5. 10' NON -MUNICIPAL EASEMENT ALONG ALL STREET FRONTAGE.
6. THE HOA WILL BE RESPONSIBLE FOR THE SIDEWALK MAINTENANCE, STORM WATER FACILITIES AND RECREATION AREA.
7. SUITABLE MATERIAL SHALL BE USED ON ANY LOTS THAT ARE REQUIRED TO BE FILLED.
8. 'NO PARKING ON STREET ANYTIME' SIGNAGE SHALL BE PROVIDED.
9. PROJECT NOT LOCATED WITHIN 100-YR FLOOD ZONE PER FIRM MAP NUMBER 3720316900J DATED APRIL 3, 2006.
10. NO PARKING, OBSTRUCTIONS, OR GATES WILL BE ALLOWED WITHIN THE PUBLIC RIGHTS --OF WAY.
11, PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS.
12. WATER AND SEWER ARE PUBLIC. WATER WILL BE PROVIDED BY AQUA. SEWER WILL BE PROVIDED BY CFPUA.
13. EXISTING POSTED SPEED LIMIT: 25 MPH; DESIGN SPEED LIMIT; 30 MPH.
14. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY.
15. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT -OF --WAY,
16. ALL STEEL AND IRON PRODUCTS WHICH ARE PERMANENTLY INCORPORATED INTO THIS PROJECT SHALL BE PRODUCED IN
THE UNITED STATES.
17. CONSERVATION RESOURCES DO NOT EXIST WITHIN PHASE 2E.
18. THIS SECTION SHALL NOT BE A GATED COMMUNITY.
51TE DATA
DEVELOPER
AFTEW PROPERTIES, LLC
SITE ADDRESS
5700 GARRETT LEA PARKE
NHCo. PARCEL No.
R07600--006-•012. 000
ZONING
R--15 RESIDENTIAL DISTRICT
USE
RESIDENTIAL
TOTAL TRACT AREA
19.25 ACRES
DISTURBED AREA
13.5 ACRES
LATITUDE & LONGITUDE
34°7'55"N 77'54'09"W
TOTAL f}F UNITS PROPOSED
31
# OF BEDROOMS PER UNIT
1 3
RECREATION SPACE REQUIRED
0.0304♦25 = 0.43 AC.
PASSIVE RECREATION SPACE PROVIDED AC.
ACTIVE RECREATION SPACE PROVIDED I AC.
IMPERVIOUS AREA
LOTS (31 x 5,000 SF/LOT)
155,000 SF
ROADS I
40,844 SF
SIDEWALKS
1 7,234 SF
FUTURE.
110,000 SF
TOTAL IMPERVIOUS AREA
313,078 SF
SOIL TYPES
Le--LEON SAND
Ly--LYNN HAVEN FINE SAND
I I izC&IM
Ss PROPOSED SEWER
w W PROPOSED WATER
-- $D 3D - PROPOSED STORM DRAIN
PHASE LINE
o 25•5i EXISTING SPOT ELEVATION
,.,..,,,_... ........ . ......,, ,, .__..,... •_, .,,,..- ..: ,,.,., .... ,..,,.,.:. EXISTING CONTOUR
wMMAW smm LIMITS OF DISTURBANCE
TEMPORARY SILT FENCE
': : PROPOSED SIDEWALK
a
d ,I
,d '
.& 41 *
*
IV + EXISTING WETLAND
".• �, ,.
,a ` '..
b
a1"� "��I" PASSIVE OPEN SPACE
., .
, \ram .
\ ,vas\
"
X y{
^, � ' ` �" ACTIVE OPEN SPACE
5
1
REVISIONS
Date Description By
111111 ���
1� LOCATION, MAP �= m.'
i wS I . � I I - 1. ._ A"= ME
I / ;I1, I I *k
1 ,. 00 s I
SYCAMORE VE
,
:< , �•-
,,,,,
'11,
y'..
N/F N/F �-.,,... ,__ ._ _.. _- ,._-. N/F N/F :.. N/F EX. SSMH l N/F N/F
SYCAMORE GROVE HOA INC TOPJIAN DIANA PHILLIP TOLMAN HUBERTY MATTHE J L\". SCHNEIDER`, ,,, TROCHIE JAMIE L RIM OUT
0 ',; <11.11
1 GOODRICH HARVEY BLAIR ETAL CEA CHRISTOPH�R P TRACY C ) I I .
JOHN P PAULA 'INV QUT 20.57 .1 1
40 EMERGENCY SDMH 7 m > �- -� /
w a SPILLWAY 1,0 RIM 25.00 z m I X X
N CN
V K
I .25 bG
x.. ,_..,._ _, RIM 2 0
,_- cn
u �,
,& u z- 6 ,t','v% s� Y' „„Z�,+;. - Y "°°"n - .erg
a ..,' ;: �,
&:
x
,„,. ,,,. .. ...- ..... ,. r-< < `ram 2u £4. ,xr3.� +tier Sere
11.
� N � y�� � NSF ,�. x ,- L,�;�#� � � INV 24.t�
D , t--> It 'Kz ,k r i
<+- �` = � � - ' : ram;":c� """ �i�Ai....cW s � �r
r s�� -� ;�
eia� 41111IIIIIIIIIIIIIIIIII ,301w PESS7, , _ 7 , ; mmm""""""""` -UL. - ­94WW"ii 'Camw mmmm
440 30" FES .77 �r_ ZP 11Z I . , 2zw� , 1, , ____ awam __ 0"m Amm
j
.�� W 10'X10'X15� ED „�l� Y q! : ; I „� w %/
�' -- wfr '-- 50' GRAVEL Y f{'91:/
,r
#� . •. r :) CONSTRUCTION y ; I O „ f., ,f z
A }' '`� ` ENTRANCE L - I- s
P 36 FES ... b'• ✓/
IE !
y N GAO \j s� .. % -I!v :y 4.y t ./�!
OUTLET P P INV 17.0
a. Q%% �~ /
�. STRUCTURE � IN f 10'X10'X15� E „ k � fi yws111 Al I /F',) 1, `
�, 3. � -
. . I . I I 11 I ? /
r 7
(� day{+
�, ti <�, , V3,�, �, .Fs ,a x .% / y /11, i 'e 1 i - / f +
II F< l
� ,
_ 3` !
• 3 +'•�'j i ...•..�• X �� [t s va• DELiN£iltNrl'� 1S 'Ufi## G1i tftl 3 ` ? f
N = p BY THE U.S, ORP OF ENGINEERS- ON' I r-' w \
A Ti.
t -
�F _ . 2�1-1 ANO FlE0 ON.Iittt#i 22;1$, r Ass 1 - ` ,r x
-,,.
• . e Y
-r'.
li) Na: SAW U1'
}" vF
J s. 5 w.
... _ < _\ I ,
.,/ ., _ . Y
.. ' . ,y
< e"
y,
i
f
i. Y w ,
, ,
I , t , ."� �.
/ �,
y °ct /
404 T ! iED 1D /, _
�! t _.15F N _ _ -
HEA
,.. _,,..^ /J/I
70N
lwl
- - , �;, ,
G_ "mow l
< •v ,%/
7 1-11
20f �, �, .r v1-1�,. 27, 1 A3 MtCH 8 o%!
, _£
`�
M „ , `r
r
w - % �%Ij,
.. "11
11 1-1
.: ,; .- i
r
K'
i
i
(i
..'' *4, s' / •V Ir i o ,,. .f.% ,., r #, `d; ,�. :% .r ,<., ., ,.% ,;: ,/ 'i _ 'y r ", -'s' 'b 'zr >r�•.y� _x/ y '%�
y (/ fj
1.
' SDMF+IQ. 1
_ -.
CI.
,
4_ r :- F
✓ .: J f
tD
w
,; ,, „' i „ / � � , � / i 11 /`
RIM
�. ;, 24.a s, , ,}
_. k
,;, ,; _
:
- "
7�
,.._
��; INV 17 36
1,` .. - ...,.,,
•�,. ,-s ':' 't- ,zr v,•.- ^y b „ •s, <. ,r at, „Si - - 1 3 N
,
/
_ - - CI No. 4 ,
I% a V ,, f= _
,,, ," 111E 4r ., ,)i., ye .�, .,,, .y •f, ,...y5: Y 'I "N_ ^%r '.'° `a 'y -> '% , ,/i ., ,. ` f /y{
z.s-/l}-�1t
RIM 2 2 � 3'O �- ��`` �
n. / T `�
" rJ INV 22.2` '11
H a E ._y �,, .� 'E' 'Y `ir' z 'X ' * -)i / a-r''3'<ti ., E, /// �I ,'/y. s u, \ -
/f/
:, v
,
5
L / Q4 ! w
Q
,
, 285
\ / I
;h / ., w• W iJ ....-. / v it L }�/ L
i .;4 ,i, .;, eie .�,, ..�, nF.c ._. ,y �, ,:sr. .� •'L, w "iv f t :i ''/ / > 2 ••f z r ✓ / ,
2,55�, g 7[' !
.•r o,v .!., ,:�. ,i/ '3s :4' ..t, , - ,s, b ✓ d iv f! - a> ` ) / ,/'/ -
�}
q: / 84 .-!
GG....wwJJ
x ;1 "
1- , ? 1 t v
�< v < _ � 11 . f, d �� - z�8 .� SDMH NQ: 3 r (y �� ap
..§' <. ."v' <. •/ r i <. .,.. :✓ ,y, W ,y - ,. -'.`� { \ 1 j CI �riVa i•i. �/ G /• < ✓ - i
�` �_ RIM 25,2 / / ;'
� < a `� X�`�, � , 2 2 RI126,2 :� s"11
. / / ., 5:/ w L , C`� N 4� INV 19.3 INV 22 5 ' /�
a / � ti 2 9 4 �; I �, 1
. ,; , .�, � CI NQ. 1 / SDC H Ntt, 5 f G� / ",�, w � r'" �>.w
., a k�'Eq "' X RIM 23 �" 3O'� r.. ! 5.
ca RIM 25 8 d,
-.� - r /
, ,v .;' 3, .ti 2� __ -moti f _1 . �,:` � X � � r�r INV 21.5 / g / <: / �� � l\tt<
1.
Icz
11
lw !il�. - ,
- /
;:3' ) > m Al NQ, �,p '- ' . • y). ;r•' ..` �^ ,�•lcw % / / 1 ' f '+ f' S j 3i / �" �� DEVELOPMENT ;
* 282 R \ / /
-.. RIM 21.7 `a ,- _ ^� � f f'' jJ/ i+ " �/ / f j f
u 293 11,r' . j r
11
./ INV 18.6 }, } �- / /
�11 11 7 r /
Te:.'igpeCsPlan Certific:atiMC :
"I hereby certify that this plan has been prepared in aflcofdan.ce with the latest New Hanover
County ©rdirm ces and Stotm Water Desiogn Manual."
Signature:
PrirIed Name and Title: Pliny U. TrD:pp,-k-E. ___
Date: _
Registraticnz Cruz ber: _1 I3% _ SEAL
Property oviner Certification:
"I (Vie) hereby ccrtifr� that Z (�,ve) am (are), the cm -rent mmer of fie property and that upon
receipt of "?,utliorizati,m-To-Constxr,tc any clearing, 0-ading, constructic-n or- der: elq:tmen-
will be p erfctrmed in acCwdance 1Arith thi plan and that the applicatale ordina€�.ces and rules of
Ne-,,r Hanover County, the State of Nc4th Carolina and the Federal acivenwient and its
agencies ixhlch are ha-eby made part of this plan, ,ks the owner, I (titre) accept full
ne-spc-4-isibility fcr d-te coriftr zction and operation and maintenance of the pro -posed facilities. I
OVe) will net attempt to transfer of this responsibility without the written authorization of
Nt'',''7T fhCrover c omty."
Signature: -.----------
Printed Larne and Title:
Date: ----
o y
N
Tn
N/F -
TYSON KAREN SU
I I/ ; / I ;
f J vI I
N yI_, V r. -7 . ,, II1 i � . / I ./
A /
Iy,�" ,:
f ;
-
". __.� I / le " e I - " , . - /
0 , . .1 ; I i I li"'i "; . : 111 I �
S-S, __ t�3 1� - , - '_, - / . f f i I -P ,, 4 / I I .
f„ I V. X✓.
z ,'RIM 2 .4 g 0 r \ - . �, /
.,� rCI No. 3 1 f ? I . /
#,-1 I j RIM 24:9: 51 _ `� i �,
S H Igo. 2 " INV 9 " � / �`� INV 20.7 h ;x f ,,. ' \ r '
10#1', � F 2 ��
'1_15 RIM: ,75 z` ,�, ? g.,� \ +- 7 n� zj / ,� •y / ,e /
v.
r x ,2�'' / ti 3 .a'�`
>
N
' I
RIM 22.0 , , m s 5 }
INV, t .68 f--- F ,� . � , CI N 2 \^w v g k � r /
I
,
Y Y
C
w
w J 1
ram,. •'^y....'^.'�.' .y #t
v RIM 4.45 o. , f r � CI N 3A� / `< �
1 f%' N � 1 % / RIM 24,9 1 �"� , f s ,
320,Z =r` R d ,/' I 20.3 j F % .y 1,,.r f
-`�� 3 6 * INV 20.85 3 O 8 yyf -' o f
s„ _� - - m CI NQ. 2A / f
-- - m F - '�' RIM: 24,45 `�� �,� f.,s .;a _11: f
CI NQ. 5A \ /
11
3 RIM 21.7 f �: ,err INV �20.45 \ '"�°
INV 18.7 jam„ � . k I ?�� - I trff o
95
g 11. , I,/
:,
, ,
'
SDMH NQ �'' �-� �� � •� I ;'
RI 4 7 / 4 ,"
s>
I /
0.
s.-
55
/ ' IW t`
} / . (
r
T` `
', / ';F
dyeny _ '5,
%ps i , 5� i
< 1
I—- ' / j'.
% ` �`{, \
.
'8Z �
1.
11
N, ' :a , cra 1; w �3z...
z w /:: j
• .,.. _
,
9 ,:. 1�
­1 I 11- \ 1_z�\
v S/ b .�/ •,\ .:, :�, ..`•"6.,..\\C < ` U •y ,Z':' / <, N t / 'i., `S%r•.., ',
�'44i /t> _ aI
._1. I : � _ ,`
_ .✓ w o ✓ .r
¢�
:. ... /
­111
-F. -v ,y ..E, >, .: yxX i;�a<` '.d, ,. .:i +L' V 3' +s> r .� / _ ./ `y \ ,E
1.
s S? A.
GRAVEL:. % ., 4.
f 1_1` " , , 4, ,, ,, ,\ ,, ,, " ." I k, .,
CONSTRUCTION -" rl -
/IF"111 `� 1 ��`
.. .
' ✓ b
2 :`, vt '. ,, '• .i, �' .ry EN��CE V• � vy d ,, o .. '£• Y�.
,b r :) k, . / I
I.:.?_>
f'I ,J^Y � �,,,,�r� `, : ,,, r
C__-Cn
t,.'. ;r"
.,, , , r I ✓
_ , _ ,,,11
_ _ �, a`• J , tat o N C / / ''t, j 1 I .
r' F y,_ 4F . 1 7 s
' a�,. �, , ' , - _ _ � " ., is , ,Z - - d „ t / ' L. � /'
i
<;y
4 :� .
r -.
,
0.93 Acres �, 6��I _�
...
:�
x,
11 F
PTjA SITE hi .. : I
40,392 S.F. 4 (A �I j � � � t � ,.V,,% „ �j ,
,. _ ,,It,,-- I
:P W- ,
i .
:
♦ � 3i
,: ,f) � (rl f,
: " $
1f ! w ` v - tit „ '.F, .;', * ,� ,, -., -� ',. .,. ,� ' __ t
. o _.I t , _
BAD' SCALE,.11 \
1 --_ b' ;
CJE E
,
�._� cn �J 1 L K ,
i
v /'I i I
i /
/`
\'..,.. ,i' b• ,£' ,., ., .. £ J A 11 OPEN � " d A l%' .f 'S' / d
,-
11
: ; «'
VAM I :
fib' 3tJ' op SL?' f20' lBIJ,, `,:. -n I ; Q,/ ,,, ,,
=� . K.,, r ,
LLoss'" '+n- 1 11 V a
xy+..•y s .:• - ,. i {,,,/. Cat x .. .. �41 - : _
�r
////o
__ i
i t
♦*N*-%-v ----
_ SEAL _
w "t3 ; -
6
a � 1 17374
1
", '� . ,
��/ .%I ts---.111F�
a �
/111tttH0\\\\
1
DATE 07/09/ 19
DESIGN PGT
DRAWN JET

\--­COIR MESH OR SIMILAR, STAPLES OR TRENCHED
INTO BOTTOM OR SIDE
INTS
EMERGENCY SPILLWAY DATA
BASIN #
TOP OF BANK
BOTTOM OF
WIDTH
ELEV.
SPILLWAY ELEV.
(FEET)
� WIDTH
TOP OF BANK 3
BOTTOM OF SPILLWAY
GRASS LINED TOP OF BANK I
BOTTOM OF SPILLWAY
COMPACT SUBGRADE-J
U T D A IL
E�
� MEEGE,N,.t""""�,,,SPILLA.A.Y
�
�
�
�
OUTLET STRUCTURE DATA
BASIN #
TOP ELEV.
BOTTOM
ELEV.
INLET (ORIFICE)
SIZE/INVERT
WEIR SIZEIINVERT
OUTLET
SIZE
OUTLET
INV. IN/
INV. OUT
NOTE:
WHILE SKIMMER IS FUNCTIONING$
CLOSE ALL OPENINGS OF THE OUTLET STRUCTURE
UCU'| THE |ur*mu |nt INuy \umrItq
INLET (ORIFICE)
r-----�
� ]P[AN
1
GUY. BAR GRATING1lU/B' BEARING BARS (MAX OPENING 4r
FASTEN WITH TYPE J CUPS. ATTACH TO l-1 V4V4
GAWMIZED ANGLE FRAME. MORTAR MMETDTOP 0FOUTLET
TOP OF BANK ermt inn mr
pVC ORIFICE STUBBED INTO OUTLET STRUCTURE
(1) PVC SCREW TYPE PLUG (0P)
(1) PVC TEE
OUTLET
�
� SECTION
ENTION BASIN OUTLET ---)iRUu"TV.R.E
WET DET..
NTS
// PVC END �P
PVC TEE \^
` PVC PIPE r HOLES
IN UNDERSIDE
| | FLEXIBLE HOSE
CONNECrED TO ORIFICE
`C"[NC0SURE
"°"�
S0B0ULE40
PVC PIPE VENT PVC PIPE
SCHEDULE 4U
PVC PIPE \
\, O0R�Pm�TEE
8
END vo_W FRONT '-'
FAIRCLOTH SKIMMER DETAIL,
NTS
Z_�2 ��
EQLADE VVRRES| [�
2.5" SKIMMER W/1.1" ORIFICE
STEEL POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
BURIED 8 INCHES
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN, OF SIX LINE WIRES WITH 12^ STAY
3PAC|N0,
2. FABRIC SHALL BE FOR EROSION CONTROL AND M|N, OF
36" IN VNCDH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5`-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY
SILT
FENCE
�
�0UL0�
PAVE. WIDTH
WDTH
VARIES ~ ~
-. /, .^
SHOULDER SECTION
DAU
NTS
24"
| '
'
1.THE CONTRACTOR 3HkL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO
THE SITE.
l CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS 0FCONSTRUCTION UNLESS OTHERWISE DESIGNATED
TO REMAIN.
I GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE
AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND TH8R 0E0TBCHNKAL REPRESENTATIVE TO COORDINATE REMOVAL OFANY
SOFT AREAS.
5. DISPOSAL- CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A
PROPERLY PERMITTED 0C|UTY.
0' RLLAND COMPACTION SHOULD COMPLY WITH AE0TBCHN!CALREP0RT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR
SHAIi BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY PERMITTED FAC|UTYAS REQUIRED.
8. THE CONTRACTOR IS RESPONSIBLE 'FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE
COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-0E-VAYS, PUBUCARB0 OR IN PRIVATE EASEMENTS, THE
CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR
TO EXCAVATING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION
OF All EXISTING UTILITIES WITH APPROPRIATEPERSONNEL.' PERSUNNE
11. EXISTING SURVEYING PERFORMED BY SHERWIN CR|88 AND SUPPLIED BY THE 0&NBl
12. THE CONTRACTOR SHALL R[0 VERIFY ALL DIMENSIONS AT THE SITE. FURDl8{M)B[ THE CONTRACTOR SHALL REPORT ALL
.DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED, BY O%N[H,
14. ALL PVC 0OLOYMNNS SHALL BE |NST]ALL[0 WITH AMIN|WUM OF J0"COVER ATFINAL GRADE.
15. All SERVICE CONNECTIONS SHALL BE INSTALLED TOMEET ALL LOCAL AND STATE CODES. METERS, TAps, MATERIALS, WORKMANSHIP AND
ALL FEES SHALL BE THE RESPONSIBILITY 0FTHE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. ALL WATER SERVICES
CONNECTIONS SHALL ALSO MEET AQUA SP[C\FICATIUNS.
10. All PAVEMENT, 00E AND SUBGR0E SHALL CONFORM TO NCDOT STANDARDS INCILUDING WORKMANSHIP, MATERIALS AND EQUIPMENT.
APPROPRIATE RKADES SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL DEVICES SHALI_ BE PROVIDED IN ACCORDANCE WITH NCD0TT0
MAINTAIN SAFETY SAFETYNYD TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR P03D0E DRAINAGE. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE BH0|NBR PRIOR
TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. �
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS U| WITH RUBBER GA@K[FED JOINTS AND INSTALLED IN ACCORDANCE WITHMANUFACTUREWS
REQUIREMENTS.
1&USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A CHLORINATED RUBBER ALKYD, BTr-P-115, TYPE
III, FACTORY MIXED, QUICK DRYING, NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR NIGHT REFLECTING,
20. DUC11LEIRON SHALL BE CLASS 50.
F --NMIFIR&E"T
'-''-- 21. CONCRETE FOR WALKS CURBS AND DRIVES SHALLHAVE A MINIMUM COMPRESSIVESTRENGTH OF 3000 PSI0 28 DAYS - AIR CKITIOAM
\_ 8" ABC
STONE EASE
'
»» »»
TYPE ` ` CURB DETAIL
NTS
1 1y2- TYPE S9.5B
8- ABC STONE (NCDOT)
Ir
1=11
ffl__111__1
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SEC|n/m'
DRIVEWAY PAVEMEN"T SEC.710N.
NTS
NOTE:
TREES TO BE SAVED WILL
�
BE �
EA
R
u
`
M
ARK
ED
p
R
|O
R
EXISTING TREE
"o
" Q
�
�0 E��S� � �� � � ��� �� �� � � � � �� �� �� �� DUE
��
TO A FAILED TEST WILL BE PAID 0R BY �E O00RA�]R
25.
SEE �l�[CHNKAL REPORT NO. DATED __. BY ___. �R ADDITIONAL REQUIREMENTS.
K� �
1.
ALL WATER &�N CONSTRUCTION SHALL BE � ACCORDANCE WKHAQUA SP�|RC�0NS �R WATER WELL CONSTRUCTION.
�
0�� �� �J��L SHALL BE 0O DR 14�C
3.
HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS SHALL BE PER DIVISION 3' ITEM 14.3 OF AQUA SPECIFICATIONS �R YAD� WELL
CONSTRUCTION.
4.
PRESSURE PR[3SURE TEST AND 0�NFB�0N REQUIREMENTS SHALL BE PER DIVISION J. DIMS 1�5 AND 1�8 OF AQUA SPECIFICATIONS FOR
WATER �]lC0N�RUC�0N.
�==��
--
�j
5.
N0�RC00N OF CONNECTIONS TO EXISTING MAINS 0HNl BE PER DIVISION 3. ITEM 12.3 AND REQUIREMENT THAT AN AQUA
� �
R[P�38@��E BE UNSOE DURING ANY O0NNE%DUN3 TO EXISTING SYSTEM PER 0N�0N 2, ITEM 5.4'1 OF AQUA SPECIFICATION �R
NAU�H0lCON�RUCD0N.
�
C��0����A�W��W���O�BU��0������1����
3P[C�Q00NS FOR &�ERWE�CON9TlUCUON.
7.
48 HOURS N0�RC�0N TO AQUA BEFORE CONSTRUCTION IS TO BEGIN AND B8�R[ANY C0NSTRU�NN IS BURIED PER DIVISION 1, ITEM
2 S �R �g�R 0E� CONSTRUCTION.
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET VERTICAL TO 3 HORIZONTAL).
2.
NO SEDIMENT WILL BE ALLOWED TO [X� THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. �
'
��
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
+=�
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
�
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
~ ^
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET SEDIMENT HAVE
�� �- -�
--
ACCUMULATEDIN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
��
pp
CL[ANED OUT AS STATED OR WHEN HALF FULL
'
Q���0
��
5.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACTAS A SEDIMENT BASIN
m===�
=�
��
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
*��~�
~�'
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
��
G.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
' ' �--�
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
7.
ENTERING STORM DRAIN PIPING.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
-
sup
~
'__
8.
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
~�J u=�=��|
xu�wnY. T*|� /mc|unsS suzPFs' smm|.E� nTncxpoF� �mo rnwEn //m"nuPx/rrn uPru�
--
'
' -- ' - '----- '----^ -----^ STOCKPILES ''-
TO CONSTRUCTION AND A
PROTECTIVE BARRIER S TO J ��BE INSTALLED AT e THE OE5ZaQbj !QERLMRIADl~ REQUIRED TO HALT IF THOSE ON THISPLAN PROVE TO BE LESS EFFECTIVE.
~
^~
~~~~
-
-
-
'
c
n
|/
DR|PUNE.
DRIP LINE - THE AREA OF
SOIL DIRECTLY BENEATH
N0PLANTINGS WITHIN NOTES: THE TREE EXTENDING T
1 NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE, TO THE TIPS OF THE
STRUCTURE 2) All LANDSCAPE MATERIAL, INCLUDING 0M.SHOULD B[PLANTED OUTERMOST BRANCHES.
IN GOOD TOPSOIL NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR
-AWED COMPOST TILLED INTOPLANTING IF AMENDED WITH 4^ OF WELL
THE 3UBQRADE COMPOST SHOULD MEET SPECIFICATIONS FOR GRADE
ACOMPOST QUALITY.
^~~~-~~~^~~ -YEAR WARRANTY' PERIOD ��UL��0 '
STAKE
A�N�UW T�0n�wn/ABO\E
~~~~~~^~~~�-~~~ ~~~ N[Q0REM8V�FOR PLANT ~-'-,---'-'- `~' GRADE
~-^~-~^~~~' `' PERMANENT VEGETATED STABILIZATION OF THE POND �D[SL0PES
nu
BOITOM
~"nnm
WILL BE REQUIRED PRIOR TO FINAL �
SHALLOW LAND
TOP OF
VEGETATED SHELF
SEE CHART FOR TYPE AND # OF BOTTOM 0FV[GE0JID
PLANTSSHELF/PERMANENT POOL
WIPAII VEGETATED SHELF [AND G DETAIL
idm
m/S
WET DETENTION BASIN DATA
TEMPORARY PERMANENT EMERGENCY BOTTOM SEDIMENT BOTTOM
BASIN # TOP OF BANK ELEV. POOL ELEV. POOL El EV. SPILLWAY EL. MAIN/FOREBAY MAIN/FOREBAY
RWE
POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS
8:1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPEC/ES I.E. PICKEREL WEED` DUCK POTATO, SWAMP ROSE, BLUE FLAG
AND CARDINAL FLOWER
A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND BWERGENOKWET DETENTION BAS"'IN & FOOMAY
r%L. rAl SECTION,
NTS
�
POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS
8:1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPEC/ES I.E. PICKEREL WEED` DUCK POTATO, SWAMP ROSE, BLUE FLAG
AND CARDINAL FLOWER
A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND BWERGENOKWET DETENTION BAS"'IN & FOOMAY
r%L. rAl SECTION,
NTS
�
QLCEPTIONS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER (HQW)
ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR
THAN 3:1
LESS IN LENGTH AND
ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED.
SLOPES 3: 1 OR
14 DAYS
7 DAYS FOR SLOPES
FLNER
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
11
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABILISHED PRIOR TO PROJECT COMPLETION.
E-4
MAINTENANCE
1.
PLAN
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPORATION FOLLOWING EVERY
z
RUNOFF- PRODUCING RAINFAH, BUT IN NO CASE, LESS THAN
ONCE EVERY WEIEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
,.
,^~.~E`. WILL BE .,_~O,^~ FROM .,,`,,"",E CLOTH AND ",`",EL ".LE. ,"".=^."".' ou/^n
AND GRAVEL INLET, ROCK DOUGHNUT LET
CO
WHEN THE uEmumEu STORAGE uArpC//, HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED
C\2
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
|
RAIN
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY^~-`'�
0�
!
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS` DANDY SACKS
AND SOCKSONCE
A WEEK AND AFTER EVERY RAIN EVENT.
� 4.
DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
TEMPORARILY STABILIZED YV[[H!N 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
' --- - ''� � �''-- -'
��
ACTIVITY ASSOCIATED WITH A 3V&ALE
8 ����
nnu. if
METHOD OF TREE PROTECTION DURING CONSTRUCTION THE / FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN a
u/
--
NOTE: PROVIDE GROUND S��UZA70N 8V ALL AREAS OUTSIDE 0F THE pAVEWE�7 BE STAKE SPACING WILL BE D FEET MAX.
��_ ...... .._ -_^ ~ ..`�.,....
NOT TO 3CA1 E TO THE UMD3 OF DISTURBANCE PER THE NPDES CRITERIA. FABRiC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET WHEN STANDARD
�+
Q�W
-MAX.
STAKE SPACING WILL BE 8 FEET MAX.�AX WHEN STANDARD STRENGTH FABRIC
0
w�BE~^-^
)
STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
z
CO
@STANDARD
Jac
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK. WILL BE REPAIRED
OF SEDIMENT` NO LONGER DRAINS AS DESIGNED
�uR jjE
i
��
|
Q)
8. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLE�NED
-
0
�
THE POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED.BAFFLES
~
r+
-
VN REPAIRED OR REPLACED IF THEY E. , DECOMPOSE OR ----�ME
ttO
0
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
»�_a
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL �E
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
00
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
CQ
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES OR
�=�
��
��
�4
F4 -
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY. WILL BE REPLACED
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND N
Hrs
.25% of surface nl4f�_,a
gr
AN
IN
19
YV/u- oc �r-r/ %aLcam
u. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL
OTHER AREA] WILL BE STABILIZED WITHIN 15 WORKING DAYS. =~
' 9. __'T3 WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUWPS, TANKS, HOSES AND ^
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS n DISCHARGES DAILY.
-1nW4Dt1/4 MESH OPENINGS) \V � /
NCDOT D#5 ORWASHE STONE �n
x UNIFORMLY GRADE mmwmLOw DEPRESSION mPPnumo
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET. INTO THE GROUI
��� EQM&T�ROUNDING '�FTHE INLET, A MAXIMUM OF 4 FEE
"~�'
a SURROUND THE POSTS WITmVARE MESH HARDWASECURE THE VARE MESH TO THE STEEL POSTS AT THE TOP,
RE
'MIDDLE.A 2-FOOT FLAP OFWIRE
MESH Uwocn FOR -ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCD0T #5 OR #57 STONE) ON A 2:1
SLOPE ITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
SMOOTH AN EVEN GRADE.
m ONCE THE CONTRIBUTING DRAINAGE AM HAS BEEN STABILIZED,
REMOVE mCvMuu`,u uuumuv/' AND Eaxmus* nmm- GRADING ELEVATIONS.
u COMPACT THE ARFAPROPERLY AND STABILIZED nWTHwROuNDnomER.
ws

REVISIONS
Description I By
I
I
__' -
SHEEIED OPEN
nl__!9�1.�_�
'��' TENCtl
'I. '
1. Z _'k
EARLY WARNING I 3 < ,
TAPE NTH METALLIC -' � A :2
r.
DETECTOR SMI P � W CN
\
BACKFILL IN 6"" LIFTS AND
COMPACT TO 95% DENS1TY AS -
DETERMINED BY AASHT0 TEST
METHOD T-99
ZEI>4
<
::E :2 FINISHED
% C: -
Q0 C14 GRADE
'__ �
I"'*
A.
.0
__2'
I
� : 5
a
18* ROCK ;9
FREE SOIL i . 11,110
I
.
I
FREE
, S01
'. .'
"
- I 9-" I ..&., 1;?p -
� '_ �'*'
_�
I � 11---,
ee:�_
. '. _
_ _ 1,
4_-_- xux-x
1)
� ,
I
I
11 / /
/I , e . 41
. \ � \
, \ �\ '\ .
#1 6 THHN COATED
OR LARGER LOCATING %MRE.
TERMINA70 AT VALVE BOXES
�
SHAPE TRENcH To nT
BOTTOM OF PIPE
__T"
�
,SEE NOTES
--J-
UNDISIURSED EARTH DETECTABLE EARLY
- /- WARNING
,r70-VIXI'� TAPE
30 ML, HDPE COATED
LOCATING WIRE
wn -
1. WHERE ROCK OR NON -CUSHIONING MATERIAL IS ENCOUNTERED IN TRENCH, USE 15 STONE FOR A DEPTH OF ir UNDER PIPE. .
2. WHERE UNSUITABLE SOIL OR MUCK IS ENCOUNTERED, ExCAVATE THE SOIL AND. BACKFILL VATH #5 STONE TO FORM A PIPE BED. I
.
�
3. PVC AND DUCTILE IRON MAINS SHALL MEET ALL STANDARDS AS CALLED OUT IN THE S-PECIHCATIONS (DIVISION 5, SECTON 1�3-4
�
�
4. ALL WATER MAINS SHALL HAVE A DETECTABLE "EARLY WARNINjr PROTECTION TAPE AND HDPE LOCATING VARE INSTAUED CONTINUOUSLY
ALONG THE ALIGNMENT THE PROTECTION TAPE AND WIRE SHALL BE INSTALLED DURING BACKFILLED C-12" INCHES BELOW.FINISHED GRADE
DIRECTLY OVER THE. PIPE AND BE CONTINUOUSLY MARKIV CAUTION, WATER MAIN BURIED BELOW�* THE TAPE SHALL HAVE A METALLIC
DETECTABLE STRIP INCLUDED AND BE GREEN IN COLOR. ALL pROItCTION TAPE SHALL BE AS TERRA -TAPE OR EQUAL. .
�
& ALL P.V.C� WATER MAINS S14ALL BE EITHER A SOLID BLUE COLOR OR 041TE BLUE LETTERING. AU, LETTERING SHALL APPEAR ON THREE SIDES
OF THE PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE AND SHALL BE A MINIMUM 3/4 INCH IN HEIGHT NTH THE APP"RIATE
WORDING APPEARING ONE OR MORE 'AMES EVERY 21 INCHES ALONG 7HE LENGTH OF THE PIPE. THE LETTERING MUST BE PERMANENTLY �
STENCILED To THE PIPE SURFACE LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE, ALL LETTERING SHALL BE APPLIED
BY 114E PIPE MANUFACTURER DURING PRODUC710W
6� ALL DUCTILE IRON WATER MAINS SMALL BE MARKED WITH A COHMNUOUS STRIPE LOCATED WITHIN 1HE 90' OF THE PIPE. SAID STRIPE SHALL
BE, A MINIMUM 2-INCHES IN WIDTH AND SHALL BE BLUE IN COLOR, BACKFILL SHALL NOT BE PLAr,�tD FOR 30 MINUTES G INT
. � FOLLOVAN PA
I
I APPLICATION.
7. ALL p�v.c, PIPE SHALL BEAR THE NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL FOR POTABLE WATER PIPE. I ____
�
�_
-
DROMO "M
W-14 AQUA
TRENCH DETAIL ,.,
MMSM DAIM
01/2017 1 Aquo North Caroling, Inc� ___j
.
­ ____7_____'1
�
I
I I
,
I
-
. WN. BEARING AREA EACH DIRECTION I --I I
.
I I - .
'1:11 III OF THRUST IN SQUARE Fffl
I �
,
I I , , . ­ . - 0or lest pressure)
� _. . (bosed on Soil vu,pporring volue of 2 ) psf a 200 psig 4
� I �' I
1­11 � 0 I :1" , - ­ ____ I �
I . . - 'I- .
, , A , I �1 � I I ' ELBOW -1/2'
,
, � '4 TEES & ow 45 22
'4
"
- _ ., ., � 11 , . � PIPE I
I
� � I SIZE DEAD ENDS a -BOWS I & CROSSES ELBOWS
�
.
I __ .. . � -"-. -
.
I
... 11 . e I 4 6 --- __ 3 . . ;;;;;11:: 11� ::: 2 � �
I I'll r 1 7 10 1 5 3
' . - .
I
- -,
.
�
12sy . 21 11 6
1 15 �
.
- . i ___
EMW I I., I
.. . I CONCRETE THRUST
I M.,11 PLUG . _-:14. BLOCK (TYP)
1 41. 11 I - 11 ­ 11�'�' I
I - I -_ I
- . Z 'k - . I I " �� . 4
1 �
�
. ,
. . -� '' , f, � %', I , �
I I I , . P
I � 1� . � I I
� �' 1, I .. - . -�*' , ", 0 , I
I
I � . I '..' NQ ' U
� . � - .
. . 1, 11 � THRUST BLOCKS SHALL BE INSTALLED ON
I .
- ,. , . ,. "" I'll 11 1-11, PVC WATER DiMIBUTION LINES e 11iRU
4. 1 1' 2r TfiA. IN THE MANNER SHOWN,
C:T ; I - V � .
J�-. "; Ir-Y
I . TFPT41
1 . . - I DEA2- _EN Q 1 PIPE GREATER THAN 12 INCH DIAMETER
I I-V sMALL REQUIRE RESTRAINT JONT PIPE FOR
HO.RIZONTAL -BEN-D THE PROPER LENGTH.
I
�t
SIDE EXCAVATION'S (TYP). I I 1 -3. COMPACT FITTINGS ARE NOT ACCEPTABLE.
�
. - I n ;� - = STANDARD FITTINGS SHALL BE USED WITH
-
.d. � CONCRETE THRUST BLOOMNG
. - . . �
­_ - I-, � 4'4..:'_' .1 " - 11
11 . I ,a i " "; . .'� - I
.. 11 � '4' � 4� THRUST BLOCKS SHALL BE INSTALLED ON .
. '_� " .- I � � " � I � , �t
"� , . I
, � &' IVATER MAIN IN THE MANNER SHOW.
. � t �"' - '�-'4 � .. k
. , t 'V -
'
- . �
I
.
� ".
.14 1 SITE UTILIZING A MECHANICAL MDER AND
L4� .
. . I � T::�3 . '.�� ': � & IF SAC-CRETE IS USED, MIXING MUST BE ON
1, .' 4 , I _'t �' - � . �. I I AN AQUA REPRESENTATIVE MUST BE .
'
. X"! �' .-, - . I 'I#' '�p " �
. -, ��' PRESENT.
.. 0" q, ­ I � " , I � 1�1 . .
%*� . .- � . ­ .
. ­ �
11 ­'.qlz I . V� = 6, No Cf)NCRETE sHALL OF, PLACED DN BOLTS.
. -
. I ,S Z T.
� . . WRAP ANT FITTING, NTH PLAS
il I
�' .
I
�
L ALL BEARING SURFACES I 7� CONCRETE SHALL BE A MINIMUM 5,000 01
I AND IRE TICKETS TURNED INTO W UTILITY.
I �- SHALL BE AGAINST
UNDISTURBED GROUND . � CONCRETE SHALL BE 8, ALL BEARING SURFACT-S SHALL K AGAINST
(TYP) KEPT CLEAR OF UNDISTURBED SOIL AND SHALL BE
PIPE JOINTS (TYP) APPROVED BY AQUA PROJECT CO)RDINATOR
I !E�E �QR -OSS PRIOR To PLACEMENT OF CONCRUt. N
UNDISTURBED 9, USE OF RESTRAINED ,)OINT DUCTIE IRO
THRUST SOIL � )MLL BE REQUIRED IF SOIL COND11ONS DO
BLOCK I NOT ALLOW THE USE OF THRUSTBLOCKS�
. I AREA OF � .
,
..... I ...� - S.
. '�'.' -.1.1 - I / 8 'ARIW 10. ALL VERTICAL BENDS SHALL BE fE TRAINED
1-11,111,111,
_ -.1.11.1 � I
A:%%"�' ':-"":%"':�"-"'�� -1.111_ usiNc; RESTRAINED JOINT DUCTILE IRON
'-,""I'll, ''I"
, - .11.1-1. ___
. :11'1�'V�1-1 �11'�'�%11111171 �_� ....... I .
"I'll" ­­1111.1- ��'17-11'�.��'-'_ PIPE�
__ ....... ­­ I
ELBOW
W-16
�
oxit 1
01/2019
-.1-1-
TYPICAL T14RUST BLOCK
AQ,UA,
to North Ccrollno, In'--
-----------,",----,--,-�,-,-""-�-.,-,.--,,.,-"-.-,-,.� . ... ....... -_
I
:
:
I GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
� ______ I- - -
t
� THE NCGOI CONSTRUCTION GENERAL PERMIT .
I
I
;
! Implementing the details and specifications on this plan sheet will result in the. Construction
:
.
:
i
: activity being considered compliant with the Ground Stabilization and Materials Handling
:
I
:
;
I sections of the NCG01 Construction General Permit (Sections E and F, respectively), The
�
�
�
; 0 n
, permittee shall comply with the Erosion and Sediment Contr I pla approved by the
.
�
idetegated authority having jurisdiction, All details and specifications shown on thissheet
;
; C Q
� may not apply depending on site conditions and the delegated authority havingiurisdi ti n.
i __ I
r---- - - - - ' . I.I.-I _­ - - � �
i � Temporary and Permanent Groundcover*
�
� ,
i - - ___'____._ ... _____'.'__..'_.__ ---- _- 7___.",'.__ . . ..... .. __:____".__._ . ....... __'____ . ..... - ........ ____ ...... . - ­­,".1
. ..___'._
� I I ... -1, . ­ .1 . .1 - ­ 1. - I
. . I I . .. �
.1 I - I 1. . I
. ­ .11 . . ­1 � . . ­ . � ­.
. 11 � - ''I � I".. I ' 11 .1, � I I''
. �' . " ­ : . . . � .1 1:
; - - I I-— I �. � .I.... � � .. ... I
. I 111. :�� .
;. I � I . ..
� I . . I 1. . I , $TABIMATiON TWItEMMES - : � , , , , I I 11 I
F­­__­_____'_­­ - .
� ,.. 11 ,.­ I
: ': � ' - , . * ''I
: - 11 I
; 1 . - - : (�K�,V,�, Aw -M � �
- . � . ,;, 1. � I 0): " , � � I I . . . I . I I
I - . � 1, � I I � . - - � � I . �� �
I � I . . I I I
� ­ . . I . . � I "...' - � I ­ 1. . . I.. �.. I
! � : I I I I .. . I . . . I .: . � I I . .
. . I I I . I . . � :
: . � . . � I I .... 11 . � .1 � I.. I .�­ I ',�'. . � � � 11.1
� - ------ --------- - - ­ . � - .. __.
� j ; I
.
I S)TE AnA P�E�q�CRH�L' STARMUZA"WN � ItLIELRA]14!IE�X�1�__P 10X_,5
&tA 11 z _ __ __ L_
__ --.--,. :
i i �
. ;
I .... ­_1__­­­.' 1. - ­­'..... - ...... � .......... � ... ........... 1-11-­11 ...... 1-'.1_.__­­'..­1­4 _- - __ __ I., _­111­1­1� ...... __._11'.­­­1 ... �.-.1"­­'-_--1­'1'.1.­ .... ", ... a., ....... ­­ ... ­­­_­'_1­­1]
I
I :
i A'v .'I.- ! :
� �
I " �_.' _0, I ;
!_.
�11'1. .1 I I - Pe None
, I pl)lin)t)tt,f,xlip,o"-�.v4�ile�F. Ochps' Flo " � 7 days, ;
� f �
" 11 ;
I : I
I ;
i' ' I '' * "' ' ' ' "' - - ' ' * ' ' - ' '' ' * ' '�' ' - ' '­ - ",.......- ... � ..... . � ...... '. , '­ ... ..... ... . ­­ � .... .. .. � � '..' 1-11 .... ­... ......
I ; :
;
� ;
� :
� �
;
Kelh 0�fajfty WMw (14QW) Z*fl" 1 7 aa :
YS, ; None
;
I -, wrft� '7* � :
:
;
! .
:
:
_1­'­­_'-1__._1_'_­'1 1-1 1­1_11-.1-11.1. �l.-------.---.-----�--------.-----r---------.-----,-
i :
.
I ;
�- � :
.
,
.".." :
'.
t� \ $10pt's stoopl�w t"mt 3:1 � z If slopes are IT or less in leng1h ano am I
' � 7 days I
i I !
L . nut StOper thari 21, 14 d ap Ufa Zllk,kwmd, I
; �
:
I i :
.
: I
____�_" ,-"---,------ I __1_1 ­___11_1___­_111_11111_1 � __11___1_1__'_____1
h I--,--- ­1_11 -I-----,-- -------- __ --I---- ---I---,-- I ;
q
I r - ; :
:
""' I . 7 elays for,',Ippes great.ff than 50' i�� �4-vzgth.
k �.,"��'.� skmwz; 3.1 or flatter i I 4 d.vy �s �
� �"_
. ;
� .
. i
---i-----�------�-------,----------------"----.",---."�-i
I F �
[---,---------------,----------------- i .
� . !
�
� ; i
' �
'­� ;
1 I � � None?, exciapt for P06ifttom and HQW, Z0�16-_.
I '.".1.11'z ,, All otber mas V001 -ftper, f�atlor than 41 �� 14 day-, ; i
� . i
� o i
! �
; ! I
i,..".,�.,-,."--.�,."-"-""-,.---.., . ........ ....... ....... . -".--�-.--,"�111.1l.-�.."-.�-11-1�-11----..-.-�-.,-,-,-..-,--,�--l.-�.,�ll,-.--..,---,-,-�l--,-,�",--,-"�-,.-�-",.�,-� ........ � . . .......... i
,
*- -' , Lake watershed, in distu'rbod areas w,fieregrading activit' � ar �ncomplele, pro -vide
1-or Falls I les -c I
teraporaty groundcover no later than seven (7) da-ys for slopassteepci- thal) 3-1 1 � tell (101 (t,�Vs f-br
. . I _'
slopes eouA to or Matter tban 3:1; fourfeen (14) days l'orareas witli no slope�
L - _'' - __1
GROUND STABILIZATION SPECIFICATION
I
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of tile
techniques in the table below-,
.
I ,' "'.. ,'�­t �:".,.­�"'�'�.�: " �, _ �-
':�­­�.� ." � - ­i:'� i"; �'__ " ... ­�,".'_"_
; ,� I '' -U` i tian, --:,:,----;-- -----:;
­ " 1�1'­:�'.' � _­
. w I -
1. ., ' , ­ , �:. -
.11 �.' � __':��_ ­:_1 ..
:::,. , I �_
i � I �.T; rn 6 �
� ... ,.
.." - '�.,-'�:`�'­'-'­""",_ e � 4 ­:�­>'. ­ ­_-_
-, 1� �"_-"'
"� '1_1;�*"�iRS li;�111.;'. `�'­�:;<
'_ I....
_..' 7 ,,, � �' � � j"_;1'1.'.1 � ­ _�:�.
.7 ", ­'
,
, � '.
-;i'-_":_-'----"""':- '-1"i""' ",'?."' � � � ��'�"'�'�""
- , I
� - -
, .
i-'-';-- �: .""­�". ��fm' , !'� '­:�'*
­­­ ,_��' " �a_"�,-""""
. I �11' �­ ­'ll �Ie-;111-1'1­11' ­"' '91�_n 1`1.,�'_'
.
; # Temnorary grass seed covered with, ,,,�O-raw or
I . I
� .��z
I .
� .
: * Permanent girassseed c�overed with qr�jw Or
;
: other,mulches and tackifiers
:
�
: other rnulches and tackifiers,
�
;
I * Hydnc seeding
; � ,
z Gentextile fah.dvs, such as permanent �,t)jj
: ,
I . I
: 0 Roled erosbn contrcA products v.nst4 or without
� I
�
: �
i re�nforcement,naaffig
:
. .
� tempordry grass Seed
�
;
?
� * Hydroseediag
�
: I
: * App�op;rlatelv applied straw or other mulch
� ,
�
� * Shrubs or other parm,anant plantings ino�fe
; I I . red
�
. ; .
. * Plastic sheet'r,g
i
�
:
: with mulch
:
. �
:
; :
; 0
: Uniform and evenly distributed ground cover
: '
� . .
i ;
: sufficient to restrain erosion
:
I .
:
:
;
� , -h a -
; Structural methods suc -, concrete, aspi3alt
:
:
I �
� - - ... . .. .. .... - ---- - ----- __
z
:
� or retainingwalls ---
---.-----,--.---,-,-,,---.-,-..--,.��,- 'l-"I"-"'-T-'�----"�-""�"�"� ........... � ... ... � .... � . . .. ........ . ... - - ",
.
EQUIPMENT AND VEHICLE MAINTENANCE I
1. Maintain vehicles and equipment to prevent discharge of fluids�
2, Provide drip pans under any st.ored equipmeot. .
3, Identify leaks and repair as soon as feasible, or remove leaking equipment from the
�
I project, I
.
�
1
4. Collect all spent fluid-,,, store in separate contairsers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction eq u ipment from service until the problem
has been corrected.
& Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
I to a recycling or disposal center that handles these materials.
. _____.j
LITTER, BUiLDING MATERIAL AND LAND CLEARING WASTE, -
I
I I
1� Never bury or burn waste, Place litter and debris in approved waste containers,
. 2. Provide a sufficient number of waste containers on silkle to manage the quantity of
I
waste produted.
3. Locate waste conlainers at least 50 feet away frorn storm drain inlets and surface
I
waters unless no other alternatives are reasonably available.
4, Locate waste containers on areas that do nat receive substantial arnounts of runoff
I
� from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events. Repair
or replace clarnaged waste containers. .
.
1
6. Anchor all lightweight items in waste containers during times of high winds.
�
7. Empty waste containers as needed to prevent overflow.
& Dispose waste off -site at an approved disposal facility,
.
1____­­__________1 -- --- ---- �� 1. 11-1-1 g � - I -, - --,---,-- --.-''-,---�--,-----.-,-.-,�"-, - - � .1 - -1. - - -1 I - I
.
: PAINT AND OTHER LIQUID WASTE
� .
L
; 1, Do not durnp paitit and other liquid waste into storm drains, streams or wetlands.
�
�
; 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
!
�
�
: waters unless no other alternatives are reasonably available.
I
�
; 3. Contain liquid wastes in a controlled area. I
� I
�
�
�
; 4� Containment must be labeled? sized and placed appropriately for the needs of site.
!
;
�
� 5. Preve tit the discharge of soaps, solvents, detergents and other liquid wastes from
r
�
� I
� construction sites. I
, _ ... .... .... ... _
''I I I
PORTABLE TOILETS .
1� Install portable toilets on level ground, at least 50 feet away from storm drains, .
�
streams or wetlands uniess there is no alternative reasonably available, If 50 foot
offset is not attainable, provide relocation of portablc� toilet behind silt fence or place
on a gravel pad and surround with sand bags.
1
2� Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and property dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit, . �
------- -
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storro drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available. I .
-
� 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpfle� I
�
ONS"Fre COMPETE "WASHOUT
[" - _­ "'_' - ""--,-,--- ­­-, STRUCTURE 'NITH ',UNER
A I I ,'! �."'.' "';f�"�'/�­'-
ko�' �?' �1�4 4 "I I � 41,1-- x;� ';';�';: ,I
,
I �'�:*�"� g 1--1.11 . ..... - - " '
6 ' . _.. I r i ��4�-��-.,k
. 1�11A � - � - 0 _'.. W . ;'Klt
. 11 "­§��As'�� "�'��e 0 leh I 0- , '�',�'�'
t��-1�1911*11*� -4'�';'��"'�-'- �� " _i�'�O':'.
!� 4�'�A. I *If] A _':' '.'� �"�.' 1. _��' ��.'��
�'Ilt � il;le4M ,,.,,-,., "".11 � a _P, /
t�;N�x � . .. I.. "�'��­ .- � x � I
;-A ��" � �"��"_'i I a ,
. I 11 �_ -
�
I
- .. . I
0 .. .
I �
", ' -
I
',F�,"'TXN (_"_��k "
74-A %�"�.'T I I � : � � 'i , It
�
I it ... f I I 11\ '.�
F?,'111'� .-�es
L", 4
� " 1: �1_1.%_" �,� ��' � 'Afl"N�* , � .� I-."
,-'4 �"'O.'.5�­' ', 11,
. * " �'�'-n­z�
I '.�V­ "*�' I Z�� I '�t�k­'�""* 1 �14 � �'-$'­*:'k �"'�";' .M1,11R., 11
'��'X'I�i'T��";�WX: �1�1*_"Ivl I �K'W".;111`1`�� .'��
", � - �."C.
�4 . r7---'L ­v"�. ­A'-'-��",w'�' 111�11`1 �) 11, ��!� .I,;,-
^giUK" . 7777 _'�' "'V ' .�'�" ->Ws"I '��i"111 ­'."':��.�'­-V.' �n� k�� �'.�'.
"W.' ��'/:'� W* � .' W.RNF-0�;;1> - "'_,�� _'� -, �,�*A�,,�*,,,:,-�i..'"'..�-1,�,,�e'!�3,�--l�,�,�q�
��' , .1
_' �,�' '�­­
[�V'­� � -�ll;�.tli�ll,�,�ll;�K�'.,Xl��,�"..i;r�li;�k�.�,�'lli�.�:;14 _� '1'�$.;i'X­1­C" .'�'�.�4
1 '�: w'-�:','e'�.­� " '��
,,��,,,,�,�',-,,6�"14e��1,1,1,,�',-,�,. P IR w';-' , �?�-'Zl�
W.",�,',W,�r.."�l;i.�'1,1;91�,�.���,-,>tvK, �A""1'1.1��P'111�1�i
��..ell.���1:1��,�,-�:,�,�,?,S,;��,.�..,��,�.�����,�,,
'�'� " �,,15�,,�,,�',��P.14,1�,,�l,��,,.,,,>.,,�V.�,,
2-1-A �K,�,�,;��l*:.r�"111.11��.�l"?r�ll'-I.rl����*le"�y��l";�5 n& 1111111W,11��­�'
I'��;�,�,kV,�:F.,���,,�"I-11.��.xl�I.""�lli�,>�*'�VFI�:.
ju'l�)w Qmr'g� vv'�'Sk'l�yj' a P'Tm APMVE. GRADE 'WA,",HKY,JT �`�U��!&�E
... 11-1- - 01-M-Ar I—_ -
';'�F­
-�M1W71_____
�
__'_____1____­__ --------
�
I
- - - I - � - 1-1-1 - I _­ ...... ­­_____ ____
�
CONCRETE WASHOUTS �
1� Do not discharge concrete or cernent sturry from the site.
1
2� Dispose of, or recycle settled, hardened concrete re,;idue in accordance with local
and state sotid waste reguhations and at an approved facility.
3, Manage washout from mortar mixers in accordance with the above itern and in
addition place the mixer and associated materials orf impervious barrier and within
lot perimeter silt fence, I 1
4� Install temporary concrete washouts per local requirements, where appfluibte. If at) 1
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail,
5� Do not use concrete wash,otrts for dewatering or storing defective curb or Sidewalk
sections. Stormwater accumulated within the washout may not be puroped into or
.
discharged to the storm drain system or receiving surfice waters. Liquid w4ste must
be pumped out and. removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a rninifflum,
Install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow,
'T Locate washouts in an easily accessibi ei area, on level ground and installa Stone
.entrance pad in front of, the washout, Additional carArols may lie required by the
� approving authority. .
I
8. Install at least one sign directing concrete trucks to the �A.fashout within the project
limits. Post signage on the washout itself to identify t4is location,
9. Remove leavings from the washout when at approximately 75% capacity to lim it
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functionaL, When utilizing alternative or proprietary
products, follow manufacturer's instructions.
'10, At the completion of the concrete work, remove remaining leavings and dispose of
I
in an approved disposal facility. Fill pit, if applicable, and stabilize artV disturbance
caused by removal of washout, I
- I
____
t. I - ­­­ .. ... ­­­ .... I.--..----- ____
.
r
;
i HERSICIDE�, PFS111CIDES AND ROI�ENTIC�DFS .
t
;
�
! 1� Store and apply herbicides, pesticides and rodenticides in accordance with label
i
I restrictions.
I
2. Store herbicides, pesticides and rodenficides in their original contairiers with the
label, which lists directions for use, ingredients and first aid steps it) case of
accidental poisoning.
3. Do not store herbicides,. pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into welts, stormwater drains, ground water
or surface water. If a spill occurs, clean area irnmedlately,
4. Do not stockpile these materials onsite. -
3. Provide stable stone access point when feasible.
. I I . I I Z), �)toreri()ccLitari�siniedK--piUQILUflLdlitEl�,tit,dL�--It--KUPtUfititff'�>ILUIflt-IU5t�,L,c:lttrcove-r 1 4� Stabilize stockpile within the tinieframes provided on this sheet and in accordance
I or,surrounded by secondary containment structures. -
I I with the approved plan and any additional requirements. Soil stabilization is defined
-­ ' .
. as vegetative, physical or chemical coverage techniques that will restrain accelerated
.
I
__.';'�Z�i"'-'�" erosion on disturbed soils for temporary or permanent coritrol nee4s.
'.� - I 11�k . I
�'r , � I
.
- � " F"L I N A, .
__
�:�' ' , '-t ", 11 , ,,,--% R,_� i .
- . "�' N 0 P I CC N
�
�7 0_11'�'.�1.1_
� I- k t
,
__
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site. 1
2. Place h34z,ard6us waste containers under cover or in secondary contairiment, 1
3. Do not store hazardous chemicals, drums or bagged materi,ais directly on the ground. I
�
- - --- __ __ �
, e �� "
I
'r -
� ",_ , � ," luallt I
"I ... �VR Environmental Q, , I
,
j _Z�__'-��" I . I .
­ .... ... .. ­­ 4-44- __­­ .. I
- � - . --------- � � .­..
. �
NCGO I GRU"'UND STABILIZATION AND MATERIALS HANDLING EFFECTIVE. 03/01, 19
Ill 0 --- ­­­ "AMONNUMMOMM . __ I � I -----.-.---- 1. - - - - __ ------- _______'____­ -____­­­­.__._ I
I
I
.
I .
. �
I I .
.
I
-
11 , I
I
I I
I
.
.
I I
I I . I I
� .
: I .
PART Ill I -
� I SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A. SELF -INSPECTION
I
Self -inspections are required during,
normal business huurs in accordance with the, table
'
below. When adiverse weather t-w
site conditions wouid cause the safet�f of the, inspection
personnel to Ixe in jeopardy, the in-spection
inay, be dlelayeel until. the next business cl�,iy on
'
which it is safe to perform the mspe,ction. In addition, whena storm event of greater than
1.0 incb occurs outside of normal business hours, the self- inspection shall be perfonned
� upon the conimencernent of the next Nisiness day. Any time when Inspections were
I
dela�red shall be noted in ffic lnspt�ction Record, . I
I
I .
I
Anspect 1
Frequency
- _�
:
Inspection recordsinust inchide [40 CFR 122A11- :
i
I
1
I (daring
�
; ;
. �
I �
� - i
norlital
f
I ;
- I I
-
bUsillesN
.1
* .
I �
I � �
1 i
I 1
i
' ..... _019Y�011.1_111­
_­_____1
z
?
- ----------------�1-11---,-.-�l".�--�-11��------.-.��---,.,-,�--.,--4
� ____'..__.__ .... 1­111111--
. I
: � (1) Rail'i ;
I Daily
z
Vaily rainfull alnoull!_S� �
I � �
. . gauve
*
I
i
I If im daily rain gauge observadurts are made during !
f !
� I � 11taillulbled in I
�
:
.
I weekend or hoUday periiids, and no ivdivichial-day rainfall �
I � . ;
[ :
I good workbij! 'I
,
I
nforination i 'am ,,,
I i s avalable, record the cumulative j ' �
� �
� %
i � I order
,I
I
. �
I IDKISI.1111011('Int fill- those un-attended days (and J)i's will i
I �
; .
� .
� �I
� �
I
I
11 d-etennine if a site inspeciion is needed.j. Wys on which no �
' -
I �
t : �
! i
I
I rainfall ooQurred s'adll be recorded as "zero." -I'lle il�
;
I
I I
I
I
i t
i permittee may u6�� another ram-imnitoring device 'I
�
I . I �
I ; �
I approved bv the Divtsj�ni� �
I
I - ­­�­­
I z (2) Ems(-
Ar Icast onet
- -1-1---i
, I
:
I 1� Identiftcation of tile n-ieasoms tn'spectod, f
I
1 : 1%4easures
per7calendar
;
�
:
! -7. Datt�-, and time of the inspection, ,
� 11
i -
days and tvithin
I
I
! 3� Name of the penxn performing ffie ing-tectioll, �
S �
j :
24 hours of a
I 4� Indicatjoij of whetber the measures were (.)perablig i
I
; I" I
t -
i *
rain ewent > L0
,
I ,
� properly, i
�
2
I
1 :
inch in 24
, �
i S, Description of w�aintf­nance needs for tbe meassure, 1
i
bours
i
(), Corrective;ictioms taken, and I
'
I
1
� �
�
7� Date of actions tali-en� I
__
! (3)
__
Ar leaif once
- - ----- 4
outfal"s inspected, I
�
I - Identification of t1le di�'�':�_._,_rge_ I
: S 1, 0 V1 T I IA" I I t V! I'
per 7 caltomilar
I
� �
i
- �
' 2. Date and timp of Cie inspection, i
I t
I . disebarge
day�..�� and widlia
�
� 3. Narne of tbe perstu performbkg tbe ins,pectiufl, �
� I
. -
I q outfalls
.
24 hours ofa
I
I �
1 4� �.'xjdcincvt of indicatirs ofstornuonite'r pollution Such as i
.
I , (s 1) 0s)
r�ljjj eYf-141t > 1.0
I
! Oil Slleell� flINAtingor suspended s6tid-q or dlig-alormi4.,)a, I
I �
. .
. .
inch iii. 24
I
1! � -ation. r I
5, MdR, if visible st-djuient. leaving tlie site, .'�
I "
I '
I :
.
11(mrs
�
I I
'6� Actions taken to c-irrl-ct/prevent sedlinientadon, alld �
' :
I
. I
�
I
I �
-
`i 7 � Date of actions taken, !
�� .. .....
; �
; 1 (4) Perimete-r
... 1. ­­ - ... 11.1-11- .
1 Ar least Onei�
7 - - --,-* ' "' ' "" ""' * ... * .... .. _'__ - - - - - - - ' - _'­ '*" :­ - ' ' "' * " ' '_'._'_
�
. it.5, flj)(,'�' I -
t I f Vis! hie 'S ed. j In er t.1 t:('.1 i 5 tn; U [I d 0 1 1 t'-, iki �,7�1 'V,j ft� I 1 M
S , a 11
:
- .
.
I ; of site
I per 7 calendar
:
I :
' i record of the followlit '- shall bt� made: I
1i ;
I q
I : I
I days and within
- :
I �
11, - Ao ksas ta kwn to t- ie:- n ap o rs tab iliz v the s ed ime�i t t I -; at i
� �
� I
1 24 hours, i)fa
;
I i
has left the site limilts, :
I :
: . .
�
I rain ewnll > I _0
:
:
i
i -'-', Dateof actions t�,Ixn, and ;
. �
�
I
- 4 �
mch In 24
I
�
I ;
I 3, An explanation aNtt� the actions taken to c,ant,'j,ol futwe 'I
T a
. . r �
I hours
I -1
I releases. 2
I
. f___"___'_____'______!
� (5.) Sureall'is
A.;�, It,ast onc'e-
I
___________________4
:
� 1j" th-L' St-f-P-411) W' 'WeUAIM IhaS j1XT--_�v"e(I viSible Z
!
. :
;' fir wetlands
, twr 7 calendar
�
f sedimentation or a sseam has visible increased turbidity I
� �
: I
; onsKe or
I
1 days and �.vithvi
:
�
' Frointhecm,is'. _"jollactivity,thm i
,I 0-ut , a record of Lhe
;
: i ; 0 ffis i h, (w 1) e re
�
24- houns of a
�
!
I follemingshall be niade, �
. :
. I
� : ; ; accessible')
I rain evem > 1-0
i
� 1, Evidence and jcLi�)ns Laken, to red,ace sediment �
:
. � :
inch hi 24
� .
: :
:
! ('(Altdbutioris� aac z
' ' �
. I �
: .
liours
i
�
� * �
t
:1 2. Records of tberei,uilred reports to the apprppriat�" �
�
: I � �
I
k
. Z
I �
Division Regioual Offi-ce per Part If I; Section C, ftem �
! :
:
.
�
�: 1--l�.11-11,�--,-.,.-....�--�-----It�..�,,�.-...",���..,--.�....�.-�'..-
- __­�_
4:
1 �'
, _�) ,I) -, rult of this Permit
_.f � _(�).'!
, �t�ii� pe-1--l-IF ..... _._"__."_ ... .... � ...... _'_1111 "I-.-----;
NOTE, The rain inspection reset's the required 7 calendar day inspection requirement.
'
�
I .
.
PART III I
I I
. SELF -INSPECTION, RECORDKEEPING AND REPORTING I
SECTION 8; RECORDKEEPING
-
1. E&SC Plan Docutnentation
The approved E&SC plan. as well as any approv-ed deviation shall be kepton the site. The
approved E&SC plan must be kept up-to-date
throughout the coverage Under this permit.
,
The follo%,ing items pertaining to flie E&SC
plan shall be docunien-ted in the trianner
described:
Itell) to Doctimse'll't
. I -.1- .1-1..... -.1-1.11 ........ " ' "__ '' -
� ­­­ -
I
�
; Oncomentation RequireweiAs
I
*­ - " - ''-, "-- _­­ ' "-- " " ­ . ...... ­_­ ' " ­' ' ­ ....... ................. ­ .. .... * ­ --- - --- * ... *_­'_"_*­"
.
­­ .... 11 ... "..- -1- 11.1 -1-1... � .. . ...... I ..... .....
(zo Each E&SC Measure has been instilled
f
- I
t
I' Initial and date each E & ,SC Measure on a copy
and- dues tiot sigaifjc�indy dvvuate from the
! �
:
. of the approved E&SC I'lan or complete, date
I
I
� locations, dimensk,ins and relative
I
5
, and,sign an hnspettion report that 14sts each
.
elev,atwns shown on the approved IMSC
I
. : hown on the appriwed F&SC
� F,&SC Measure,;
vlan,
I
I
I Phim Thl's documentation Is required, upon
.
. ,
. , asures or
. � i the nlid"11 installiation of the F�"c Me,
.
i I . I
� if the P&SC Mc-asures are I-110di Red af ter initial
... ... ....... ­­ . ..... ­­ .. ...
i
� installation. .
4 ...... � ..... ­.­­ ...... ­­ ­­­ _­­ - ­­.... ­­­­ ... - ............ : ....... � ......... ­­ - � ----- -- ­­'­ - - _""'__'
­.._._­._..'­...­ ..... I .......... � ............. ­­­ ............. ­­ .............. . � ..... .. . .1 I ­­ I .....
(h) A phase of grading hw�� beeri
� I ......
� .J� ate
. hiffia and d, , a copy d the approved E&SC
i
�
completed.
r
�
* : [',,Ian. or complete, dateand ilgn,an inspection
I
I
�'
.
I
�
; report to indicate complefifin of the
,
.
- ____________________'_._____
�
� consta-uctic)n phase.
� . -
(c) Groumd wver is located and
�
!� Initial and date acopy of the approved E&SC
�
installed in accord.,Ance with the
� . Plan or oomplete, chite and signan inspectioll
,
approved E&SC Plan,
I i
':' 17PPOft to imbxaW mrnpliance with approved
�
I
� ground cover specifications,
I--,----.---
-----------
(d) The maint.'enance and repair
�
i ,
3 C(nn;51ete, dateand signan inspectionre-port
I
I
requirements for all P&SC kleasures
� �
,
:
have been performe& I
... 11 ....... ­._1­111­­­___ . ..... 111-1--1 ............. ....... _­'­_­­_ ... � ... __-1. ­­.­ ­." ' ' ._.)
; �
I
;. .
� ... ........ .. . � ........ _.."_"_'___'__'_ ....... . ........... � .............. - ...... � . .......... __'_ ........ - .... ____.___'_ ......... __
(e) Corrective, actions have been
. f �
� Initial and date �i copy of the appr(wed E&SC
taken to E&SC Measurtm
�
� . - at -1
;
� Planorwniplete,d� .�--,�ii.id,,�i&m�ii)inspf,,ctj(,i.�,
�
� T'e
� .port to indic,au,e the cam.pletion of ffie
;
1- ........ __ .... . .......... -..-.-.-.-.--....--..-�.,�..-..� .... ... ..... - ... � ....... � ------- � ....... - .......... .. __ ...... ....
I � .
f Corrective action
I.-.1-1-1-1-1 ..... I ...... ­._­_1_.__1_..'__.­_ '_____.­...'._­­­ - ��.-,.,-.-,--,.--..�.--.--,.."..-..- __ __ ......... ­­_
2. Additional Doctimentatioti
In addidon to the F&SC I'lan documems above, the fi-Alowing iten.is shall be kept on tile site
and available for,agency inspectors at all times cluring normal bushiess hours, . unifess the
Divi.sioti provides a site-specift exemption based on uniquesite conditions that make t-his
­1�
requirement not practical.
�
(a) This ge
,neral peri-nit as well as the certifluite, ofcovera-ge, after it is received.
(b) Records -of inspections made during the prc'�,vinus 30 days, 'rhe permittee shall record
the required obset-vations on the Inst:)ection Rf,'!cortl Form pro'Oded b-
I the Division or a
'
Similar inspection R)rni that includes all the required elements, Use of
electron ically-avai table records in liett of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records,
.
(c) All data used to cOmpletethe Notice of Intentand olderinspection, recordssh-allbe
maintained for a period of three Years after pr(�ject completion and made available,
I
upon request. [40 CFR 122,411
.
____
i
. I __;' " .."", I
­"'��­' �
.
-
- - - - I 1'1�;. I
I �_'�' � , .' �; � -
I - -'�� �-." 3 - ' ' �L ' k
� � * N CA -1 i� CA R C-) L I �41 -
I ��' ";­ '
' I - .
11 ' I
�
' - " "; .
"7 kl'r �'E
I .'i-'.-' '11viro mentalQuality
� . I
�
I " I 11 , - .
� ­ : '!��' .
­- � � . I I
� .....
� I I I
.
.
I
I NCGO I SELF- INSPECTION, RECORDKEEPING AND REPORTING
.
____ -
I PART tit
i SELF -INSPECTION, RECORDKEEPING AND REPORTING
I �
SECTION C; REPORTING
1. Occurrences that nitist he reported
Permit.tees shall .report the followin.g occurreilces:
(a) Visiible sediment depasition in a srream or wethind.
i
I
(h) Oil Spills if,
* 711.ey are 25 gr'allorss Or 1I.-Iore,
.
* Thev are less than 25,Ralions but-cannotbe deaned Lip within 24 bours,
I ­
* They causes,hteen on surface waters (regardless of volume), or
I .
* They are -within 100 feet of surface warers (re�gardless of Volume).
.
(a) Rc-lease.,�(ifbiiziirdotisstii)st,ince,s-irie,%ces�,ofi-eportableqtt.aiititif--st,ttiderSec.ti�c.�ri3llof
the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR "11.7.3),c)r�'V-ctit)�i'l�02.of C'E"ft(',LA
I (Ref: 40 CFR 302.4),or G& 143-21S�85. �
(b) Anticipated bypasses and unanticipated bjq)asses.
(c) Noncompliance- with the conditions of this permit thgat ,may endanger health or the
environment.
I 1
2, Reporting Tinieframes and Other Requii-enients
After a permittee becornes aware of an occurrence that must be reported, lie sball i-witao- the
apprc)priate Divisiou reg
_jonal office within the timefratnes andin accordance wi.0 the other
req ui rein ents fisted below. Occurrences outside j.iormal busin"�s hours may also be
reported to tbe Division's Ernergency Response personnel at [phone], (ROO)
858-0368 or V)1.9) 733-33ft
�
- -------___-___,-_,.-,-,-,_.__.,_,,__� - - -------- _­-­_'­_­_-__­1 ----- -- ­­­ . . . ... . ............ -.-,..--" ....... -
�
4 : - . - mes fAfter ffiscoveryl;aod Other Reoldrements
. oix"Fren(_e " Re or nje Tim-fra
­1.___­1__­11__ '_ ....",­.- ....... �,-.,..�-..�.,.-,�,-"�,�.,.-.�1--l..--"",.,.".,-,---,---.-.-.-�.-I.I..,-,,-�.�l.-�11.111,�.11.1,-...-,-.-""..I ... -.1-11.....' .... ____".. 1.1-
_'P .. ..... 11
I
:
: - -f � don.
�
. (A) Visible 1 - '10thin 24 hoarv,an oral or clectronic nob it'a
t
: I
: sediment I
: � ,a Ifithin 7 colendardays,areport that Contains a description of the
4 -
:
t It
:
: deposition ill a I ,wdirrientand actions taltan to address the cause of the, deposition,
z
.
: i '
i stream or wyettand f aff mik -i
t � DIVISion st, v viraive the req drement for a written report 01'. a
� ;
: z
i
I �
z �
z I cas"e-by-ca-se basis. .
I z
: ' ' '
: .
i 1 - Ifthe Armim is nanled �wl tllf,-!.�l(,,�-,qlz�,,(',�,i,,,),,!, !,- as im-paired ftir sedi ment-
" . -_
: I , lvi
:
:
t t related t,,ayses, dw, pernaittee may� be reqt-ured to perform �.tdcfitional
:
: i J
i I
z
� i Monitoring. inspecdotis or apply Iviore �Ml'ng - if-
!
: � gent practic" staff
:
z
t
: i determine that additional requirernents are aceded to assurc
:
; � '
: , - * teral pi
:
: I emnpliance %-vith the fei, - state i airf.'�d-waters coadifloll's,
�­­­_­­-, ..... ........ ­ ­­'­ - , .... - . ...... ....... .. ............. __ ...... ....... � .. . ........ �� .... .... ..................... __ .... ... __'_.'� _11--l.-I-11.111 ... � ... 1­1--l- ...... I .... � .... 11.1.1'".. 1.1-11 .......... ... .. � .. ....
z t' -
z '
:
I (b'.) Oil spills Ind I * 114thi" 24 hoWs, an oral oi- electronic notificafirun. Tile
4 l
i
I
I
I release of [ notificafior, shall indude inform,ation about tbe date, time, nature,
: I
� � vt.Auine �_-md kication ofthe spill or releaw.
:
t hazardnits �
� �
; I
; Substances PCr I
�
! �
1. �
T
I
t Item W)Xul ,I
:
' *
I vl� I
I
'Am ______._____'1_1_._1_­1 --- 11----�,-,-,�-.�--.-.---,".".".--.-,."��,..----,- ­-'--­._­­'.'__-"-_­"
� -0 Ant �ited �* A i-6portat leavt ten days he -fore Me date of the 4 '__"_""'_­_""­"____"
�
�
�
I
; ( Jrjp� 11 �
� I
'
i
: bypasses 140 ('FR I passible. Tlie report s
: . hall include an evaluati oxi of the antiol
: I � .1pated
; .
� 1,22,41(m)f3j] I I
:-,,. - �Eia,lity and effect of the bvoass.
� I - - ,------,--------.-------,------,-,--,---,----,--
� �
: ,
4 (d) Unartinpated I * Within 24 hours, ,in or�il or electronic notifial-flon,
:
i
; I
: - f4O C ��alf ,,port that includes an evaluaticn of
: bypasse;,, ,FR
I
: I * V1 ith In 7 c mdar days. a rc I
I
: 'I I
; 122,41(m)(3)] ,
I � , .
;- --l-.... .......... '.'_­1­t­­ ........... .. . . _'__ ."th .q
.' qq#q
e ,_ Tt of the 1;ly
_ po"elfft­1 .... .. _ - __ .... - ..P �;�
- t'_­_- I'll, 1­1 - ...-I.I... - � _ , . ". "__ ______._ ...... � ........ ........ � .... .... .. .. ..... ... ....... '. � , �
:
i (e) Noncompliancc If * t111#11a 24, Imam, an. oral or efectrortic noti,fication,
I
: I
; with Ole ins a edescription of tile
:
; It * Within 7 calendar tin , -a report that contal
i . ys
; ' I 1,�t,in�,',()D.IPli;.I,n(..e,;ijl(I itscauses; the Period (A non'Compliance,
.
I vow-1160,115 ofth'15
I I
�
: permit that'llmy f
'.
: I I including exact dates"and times, and if the noncompliance ha,s, not
.
� i
! endan I
� ger he�',Ith or I ix,en carrected, the antidpated thne nonconip)iallcc is expected to
. i
i the i I Jnue; al - t' 'I
I ront '1'4 stepf' aken or Planned to reduce, oh,nimate" and
q i 11
�
: '
�
. envil'011111catt4f) I prpvent. reoccurrenve (if the nonc,omphance, I4-0 CH! 122,44(11(fi)),
� I:
:
t �
i
� CFR 122,41(11(7)] ' * Division staff may walve the reqnircnit_-�Tit for a writter, rc!port aria
I j ;
� ;
� I
: i ,asc, basis�
' *
11 I c�ise-hw-c
.
EFFECTIVE.- 03'0 1. /I 1, 9
�r
,
T
.
ft-
I-
\\\\\Ali I I It///
\ :��
q////
\\ /
\\ "/
. . . . / Z
. ** �_
.. Ess; I
'-� . 01L - .. I
.
�
. 'y .. ,
.
.
.
.
.
Z� : . . ':�.
- . . .:.
-0 : . -
:_-: . : -a- Z
7�_ -:� 17374 : Q- -
� -. -
�
'_ . . :�< �_
� 1� ' .. 11
`� �-' ` , ,
<' *_-%-INE50� -A��- -
zz�/'�o -......... � '�'
// r� "§'
////OREGd� \\',
//"1Illn\\\\\
I > DATE
1 DESIGN PGT
DRAWN JET

SHEET I OF 1
1607w0l
1.
PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
CC z
TRUCKS.
Z UJ
2.
LOCATE ENTRANCES TO PROVIDE FOR UTfLIZATION
Cn�_
x LL
C>�j
1-4 <
BY ALL CONSTRUCTION VEHICLES.
0 0
CO CC
S.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS,
04
a-
C3
PERIODIC TOPDRESSING WITH STONE WILL SENECESSARY .
uj
4,,
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
6•
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE ISSTABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
w
BE DETERMINED BY THE ENGINEER.
0
z
7.
USE CLASS WSTONE OR OTHER COARSE AGGREGATE APPROVED
cr-
BY THE ENGINEER,
0
S.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
Ll-
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
0
z
z
z
cr
cc
z
<
F-
a)
z
0
z
w
Lu
>
NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
0
G
ISOMETRIC VIEW
PAY LIMITS FOR CURB RAMP
NOTES:
1. DETECTABLE WARNING DOMES WILL COVER 2'-0*' LENGTH AND FULL WIDTH OF TiE
RAMP FLOOR AS SHOWN ON THE DETAILS,
2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY W1114' ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
OR DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
RhMP WIDTH AREA IS VARIABLe
BASE DlAk T EJR
9'5 TO 1.40"fl
@ @ @
TOP DIANIF
PRE
4,4i 50% TO N(l V
THAN 65t, OF THE BA$F,.
@ @ 01AMETER
@ @ @ @ @
0 9 " TO © r, A 1, 1- - q 'l Tr)
0
SIDEWALK (5'
UTILIPe STRIP
DF.op CUR8 20 ET E GT A8 L E 0,,02- 4­
(STb.e-pwl cun O-08 iMAX
0,02 (NORM) U- _j CL
GUTTER GHM; N) -004 t NORM, )j
uj < UL
0
2, 1 MAX, RAMP <
all
MIN. Z,
SECTION B-B
z
>
SIDEWALK 5 11 t, T0-
.4' 5 M
OP 6
Llj
I MIN
CUR
affuTow
�TRINS TION 0 R0
F, TRANSITION
VARIA5Le SLOPE$ NOT
To EXCEED 10! 1
SIDEWALK
cr
T--'STD.
0
LL
it
NOTE, A POPTION Of ONE OR BOTH RAMPS
ui
MAY EXTEND OUTSIDE THE RETURN.
EXPANSION 'JOINT
5
'4
<
CL
SEE NOTE I
8.O,rm il
(SEE STD a
It
<
cc
im.846, 0
SIDJEWALK
z
<
LLI
4' X 4' CLEAR, SPACE
0
W-87TAZr -V4lTffflR--
<
CL
CROSSWALK LIMITS.
(SEE NOTE 10)
2' MIN. CURB
_j
f10
CL
BETW:EN RAMPS
cc
c�i 8 X - (A+9
8 DISTANCE FROM FRONT EDGE Of SIDEWALK
TO BAGK POINT OF 12,1 (8.33%) SLOPE.
BACK OF SIDEWALK DROP REQUIRED FOR ALL
SHEET 1 OF I R
SIDEWALK SLOPES. PLAN VIEW
BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04. DUAL RAMPS
1607-01 DETECTABLE WARNING DOMES .ANY SAGA
I
(4' MIN. FLOOR WIDTH)
GENERAL NOTES T As z
0
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE, INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL
USE ASTM A615 GRADE 60 AETNFORCING STEEL. USE ASTM A1064 CONCENTRIC DIAMETER WALL Top/BOTTOM AREA EA OF STEEL <
WELDED WIRE FABRIC (VlWF). GONE SECTIOFT THICKNESS ;a
(FT.) SLAB THICKNESS PER VERTICAL FT. �-iei­,
u- -1 z
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS w cc (IN.) (SO. IN.) 0 0
ACCORDANCE WITH AA81HTO M199.
< U-
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED -12" 4 4 6 0.12 CC 0
FROM THE TOP TO THF-, BOTTOM OF THE MANHOLE. 0.15 < I
5 5 8 �_ =, ;;;. Uj
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 6 6 a 0.18 cc
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MTNIMUM 00 CC
OF W' ABOVE THE GROUND AT OTHER LOCATIONS, >
LIMIT DEPTH OF FILL TO W-O" FROM FINISH GRADE TO TOP OF CL
BOTTOM SLAB. 0 uj
ALTERNATE CONE SECTION
GRADE RING
848,05
Z!
0
<
Z CC
a.
00com:
Lu -
< Ll_:r
CC
U- 0 _j
0 rn
z
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE I MIN. AREA OF STEEL T, LK
THINNEST PORTION Or THE TOP/BOTTOM SLAB. in.2 SIDEWALK
IS 0.07 ,SEE NOTE 12
ECCENTRIC CONE
TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS uj
A DISTINGUISHABLE TOP AND BOTTOM. SEE NOTE'4 SEE NOTE 1 4'-0" (TYP)
6" MAX. SPACING
CIRCUM. R/F w
.OAT WALL REIN
FORCEMENT C
kDf + 2 twt
IN MIDDLE THIRD OF WALL
SIDEWALK
IONAt 1-4 SIDEWALK
_ID9_WA C_K
ADDIT \SEE
Tf�AFFIIC I MIN. BAS SfDEFAL 7K
#4 REx•eNOTE 12 <
CLR, U- m
4�-O" (TYP)
STEP $TQ. OD
NO. 840.66 3 SEE NOTE
z Lu As z t--4 STOP LINE 10 :D
0 O_
841) 33 USE MIN. AREA OF STEEL IN TOP (CIRCUMFERENTIAL 3: = 1­4
SLAB OF #4"S @ B" CTS. < REINFORCEMENT) WNW Sow *Am* <
<
EACKWAY/EACH FACE cc SIDEWA K cc
FLAT TOP SLAB LONGITUDINAL <
ADDITIONAL #4 EACH k t REINFORCEMENT U) OD
SIDE OF OPENING (1" ADDITIONAL #4 EACH RISER CC cc ca
SIDE OF OPENING (1i' < x CLEAR OF BOTTOM FACE CLEAR OF BOTTOM FACE) 0 cr DETAIL TYPICAL LOCATIOR OF ,kluRB RAmpS, Im =
PLACE BARS DIAGONAL 21 .§HGWING z
TO CORNrRS (TYP.) < _r PEDESTRIAN QROS8WALKg,AN 2w
_D �T 1:2dEOR TEE INTE8aLC j_
V uj _jT_IONS <
10I j Lu
DETAIL SH0WIN g,TYPlQAL tOCATION OF CURB
0 c\j RAMPS PEDESTRIAN C,ROSSWAL�S AND STOP LINES >_ to
FRAME GRATE 0
<
SEE STD. 84054 BASE Z
FOR MANHOLE z
RING AND COVER
Ti- CL
_J 0
cr
A
JL_ -USE:4MIN. AREA. OF STEEL
ROADWAY
IN BASE SLAB OF PLAN SYMBOL
ui
FOOT EACH WAY
0.12 it` PER LINEAR PROPOSED CURB RAMP W/ LANDING ALLOWABLE LOCATIONS
GR- ------
PROPOSED ON FUTURE SIDEWALK FOR PROPOSE DUAL RAMP RADII..... ...... ANY
TYPICAL MAN!LOLE E_CTIQN GURS RVAP
8HFFT I OF I $HEFT 2 i*3
GNAT IN ET OPTION MANHQLE OPTION
._.-
840-52 848-05
z
C0 NOTE ow
NOTES: I CONSTRUGT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING F-
< PLANS OR AS DIRECTED BY THE ENGINEER, < 3:
0 ccws0
CONSTRUCT STANDARD SIDEWALK. 5'WIDE AND
U- _j fi-4 z 2- LOCATE CURS RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE U- _j z
a_
4" THICK UNLESS OTHERWISE DENOTED ON PLANS. 0 0 cf) 3: MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. 00w=
Uj<<LL R6 RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'X4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL W< LL=
RAD �_ ') 3. COORDINATE THE CU <0
<_ cr 0 0 cr- 0
PLACE A GROOVE JOINT I" DEEP NITH JZ8" RADII SURFACE OF < WITHIN THE PEDESTRIAN CROSSWALK LINES.
SIDEWALK = 21 w
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. C/) I- u- 0 _j a-) I- U- 0 _5
ONE J­�" EXPANSION JOINT WILL BE REQUIRED AT 50' JOINT SEALER cc 0 l_q < 4, SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE Is 4' MINIMUM. cro"<
0 to cc: to CC
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
0
SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
ui uj
S. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. a_ PROVIDED, CONTACT THE SIG
SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION JOINT WIDT I H --J� T �FIL�LER. 6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
T SIDEWALK THICKNESS 7. CONSTRUCT CURB RAMPS A MINIMUM OF 41 WIDE,
TRANSVERSE EXPANSION JOINT 8, CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM,
IN SIDEWALK 9x ALLOWABLE GROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
cr, cr,
0 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE. 0
UL U-
0 11. CONSTRUCT THE COUNTER SLOPE OF T#iE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 596 AND MAINTAIN A 0
Z SMOOTH TRANSITION. z
12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A. MAXIMUM SLOPE OF 20-b IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
Cc cc ui MEDIAN ISLANDS A MINIMUM OF S'x5' WITH A MAXIMUM -SLOPE OF 2% IN ANY DIRECTION.
t-4
0 0) 13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDEr , CONSTRUCT MEDIAN ISLANDS uj
1= TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
/ cc
'
< < 2 EKPANSTON JOINT FILL 3/8" WIDE x 1" DEEP GROOVED OR d LU z
14. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5`X5" LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
SAWN JOINT WITH JOINT < La THE SURFACE STREET. <
F_
SEALING COMPOUND
BUILDING, 15, CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE AIIJACENT SURFACE
>-,
WALL, ETC, 1//8" RAD RAD IS PLANTING OR OTHER NON -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED,
C3
16. PLACE A 1/2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROAD KY STANDARD DRAWING < 848.01
Oil <
01,
17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
PROPOSED
CONCRETE PROP. C&G 18, CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS,
SIDEWALK C NC. PAVE 41ENT CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.'
DETAILS SHOWINQ JOINTS IN CONCRETE SIDEWALK
SHEET I OF 1 SHEET :3 OF :3
848.01 848,05
REVISIONS
N./
Doot I Descr►pti©n I By
`7
S E A L
17374
<ell
0REG6\\\\\\
///lllilll0
P�DATE 07/09/19
DESIGN PGT
DRAWN JET
,00w*%A AOM-&
u
SHEET 8 OF 9
18012