SW3240801_Site Plan or Diagram (Plansheet)_20241118 (4)

. 72 EN EAg
`\ \\ `\ ��—/ I / - / ///// // ///mil// / /� T n�' '
sa>. / / / / 7 h SHEE
ki,
♦ C4.4
/ I : \\\�
\ ` \ / / / / / / / ♦ " ExisT. PROPERTY
�'.�
\\` \\\ �\\� '/ /// /// �' // / I // I � ♦ �n BOUNDARY MT.) `1` '0. % RI
\ // / / / /( / / I ♦ Sss SHEE �ji��� PMTMIll
sae / // / / I _
�/ �� V / I I I ss SHEET /%ulll S _��I
III I
\ s C4.0 / 0..C4. _ 11111111111111111 1
t\ \ \
�� a� h� A �,- SHEET
eRAM=5/5 AI
�� vv u. - s' Bs.N s3 C4.6
Im
ti
SOU m ���Vklill07�/�` I �" g ` vCARCo�
iiiii
\�0�A 1 ` 1-1c4
.ao
'-- \ \ ��\ : LICENSE N0
sss ` / a
\\m�\ ��0� ` :- A lli- ss�' ss PHASE 1 KEY MAP SCALE:1"=700' �'�i��SSpCIATF�s�
PNov cx�, otiti s ��
---- -.7I-LvT
\\ T����, / ' ..: oursn.m �. m� mm� mm� - �� , 588 ` ` e'; < uu I 1Fy/
VA \\ V �O��i�� �� �� �INv.w•n':.,7soi ADELINAB _ _ \ ��Y
iitL
VA A `������^ � - _ �� I V (74'PUB��LEVARD urv�oui su.e �� Vg i �OA 1�
\ p\ \ • 0A I ossAc Rom) \ 'e'RCP _ �' sI. s �. 1 \PRoom., ir �/l y..
\‘.441��s I \ \ xv x•sa.ee wa ♦ ,` i \� Nm sss.os _ SEAL
r\ a, ♦ I oso ♦ ��� V
c xv ou.s.,.a
\\ �:JvOA. s� Nv sweslnl �' _ -
55,
.I;
tiVATA
\Ott ,:tAt:.WV,. '
\. �:i: / '�� \� a 5z9- -`\ \ ♦ ®, \ Ss2'_ � �HFWR REvO
' /. '1 \\ O\ �\ N. \ \ \ \ 'I ♦ �eo6` me\_` 5 2024.09 28 09 42 56 04'OD'
PROP CRAM
j `rws :G ' L\ 582. \ \ \\ \\ \ ",,1
1 \\ \ 1 ç
INv.ourseos, ® "► illftilim® m rc rcNv N•ssunlnm .. ..s.
• v\ v \v \ \ /\ 1V I ♦ \� 111144„,,,,,,,,__ ... a vlioK
I \ 1 ( ♦ ♦ \ �'�� - s w
®/L \ AV ♦ 24 ecP(sLAss ) Alin rn
'�1\. v� see v ` A A \ \ �v �I 566-' ♦ �-\ �� ®� _� ai
1
\ \\ :I 1 N �\ Es. \ \ 0,556.6
/
INV.NO PROP CUM
i ei `� s-� c is
\ \ . i;:A, \ sg \\ �6� 564 N MANIA',
oss9 —
\ \ \ \ \ \ 1 \
PROP WA,
\\\\ \ ,,'�'a ` sa3 \ `� \ '/ '/I INv.I saPewM she• 1 a
---I J v ) AP) 1
33
\\\ ' ',, ` _\ � ' /ss vI \ ,�\N Nix seo�iz //.(. / / \\ �\ 0 0
•
EXIST. PROPERTY \\\\ 4* k _5 \ _ w
BOUNDARY(TYP.) I\\\\ \\\ /..• -.' ` \\ \ \ _ _ ,_- / / S/S _ \ \
\ N 6'11 V / I\ -- 4,\\ = g g
\. SN
\\ \\\\` a\te%\ � 54�� \ 1�'/ 6�/I i
CL
\ \\ \\ \\ \\ \\ \\ \ \\\\ �` `N.\\ \ \\ ) / Oo
\ \ \\ \\\ \\ s \\\ \\``\\ \\\�\\\\ \ \\\\\ I1 i. Q W
\ � \ \\�\�IIhI /// LI WdLEGEND `\s \ °'\ �\ ; \ \\\\r\�\\�\ JQ ~ Q
S PROP.CONCRETE SIDEWALK I 21f ,. 4'.1`:I ::1\1:::
\ Gq \\ \ \ \\\\\ \\\ `\(\J/ Z W Z
3 PROP.STORM DRAINAGE EASEMENT(SDE)I _,I LU
SO ,\ \ \ \ ``\\\ \\\\\\\\\\\\ \\I\ \\�sq7Q Ce N, n1PROP.SANITARY SEWER EASEMENT II \ \\ \\ \ \\ \ \ \ \\\\ \�\ SSq `s
Q Q
'_ PROP.UTILITY EASEMENT I \ \77IX
fl
o �\ \ I\ \ \ \\ \\\ \\\\\\ \\\�\\\\ ,P\1\ \ M Q Z
PROP.SIGHT TRIANGLE ����\�H����I o S>4 \\ \ \ \ 1\ \ \\ \\ \\ \\ \\ \\ \\ \\�\ �\\\\ \ O 0
PROP.STORM WATER �CIItiC / ce
�\ \ \\ \\ \� \ \ i4 \ \ Nco
CONTROL(SCM)ESMT. C \ � — \ \ \ \ \ \ \\ \ `'\ \\ W
gasa• �� s, v\vV vA, o
EXIST.STREAM TOP OF BANK / \\\ \ \\\\ a
EXIST.STREAM BUFFER I/ ///7� Zs.. / _ -�) \\ \\ \\ \\� sss\ \\\\\ \\ \\\\\ N
LL PROP.PHASE LINES Y L \\ \ \ \ \ \ \\\\
r.
/ ��--.-----\ \ \ 'is \ \ \\\ PROJECT INFORMATION
���� AVAV AV____-'‘'''''-
��� ( \\ \ N\ \\ \\ \\ \\ \\\\ \\ PROJECT MANAGER: MRR
3 PROP.TREE SAVE AREAS J LJ LJ LJ LJ LJ LJ L ---.-��X� I \ \ \ \\'
_�_ ' / \ \ \ \ \ \ \ \ \ DESIGNED BY: SAV
n n n n n n r GRAPHIC SCALE iX
3 PROP.BUFFER -X / / \ \ '1 \\ \I \ \ \\ \\ \\\\\ DRAWN BY: SAV
°i' - ' "" �' - / \ \ o\ \ \` \\ \\ \ \ \\ PROJECT NUMBER: 23.00409
L`] `\\ \ \ \ \\ ORIGINAL DATE: 05115/2024
PROP.TRAIL -/ ( \ \ \ \ \ \ SHEET:
PROP.LANDSCAPE AREA ^ (IN FEET) Know what's below. J\ \__—\ \ \
-—I 1 INCH= 40 FT. Cali before you dig. C4.0
SEE SHEET C4.3

NENx
5
69 / Q o W
/ D. a 1 C\\ - I.
w RLL 89
OP
\ � � SFF Sti6s � / FFSg / 9Y if,
//o // 2,//t/-/c/92,o, ts , 5:96,
SHEE _°S `Cn 4,5
*62=/7/ PMTMIll
^
SHEET 411f I -Veil,- / yh ;\'''
A
50'� ,PROP ^p ,
/ Il C4,�r mmunnmf fr' 4 500/C4.0 �� _ u� B�$,SHE SHEET 9j ;' gas�� � `e �r . S9° ",C4.3 C4.6 ° ��� ®��sew "%. " A ��, 62
il4 ./ I � 11
\ \\ ��- s5� \\ Q�� ,•�'•I'' s . �� so `�O„ul�A pirgy
\\ \ \ \ P�QQ�� ��, 57ft � a .•, c di3 h Ixv.l 's?i•Bmg c
\ _-\ \ Q 4. e^ � PROP, - h/*V
\ 0 60l IxY Il}� ii::::.:.:,.„_Nsi4,07No.:::.,-); 2\- Car.o/� / 69 ', RIQ. Ma`s / ������`PHASE I KEY MAP SCALE:1"=700' \ sa4- — `/, c./i/ \o17 '��^hh „ 59y__I �� /�� ' iiSSOCIATF b�
, /
_ _ PROPS s ¢°' • ae ¢ �yy�/
-._-578`--.5 9 \\ 5 "w°s �/ i, `,`e �4¢ �asex.�e.sl �5 `\ .✓.`
xv ou
4,::.-/
x
-_�\ \ \ - -/� /580 \ \\\'\%�� �yr.,� 5lz- y yeFAILmm•667
•u .�IEY:1 qC//.L zz• • � / ,9: ��-
--576- \ 1 \ Isn.,,'e Ez °' / '_
\ / V
I�� H >`.� / / / SEAL l \ \ \ \ \ // / /578 \ ��./ =0 o- ` �� / i - 038830 �`
� •I i / '67s v v v / _ / / A - v /
w. ,� lolusu. / i9TT
/ 574 v i i - 1 Ao enc AA '�s� Ise u �� / / g yFW..RE o
a \�
_ c
�, 1 - - - re,ycyF � / �' 69 6 / rr,NNIRIpu S
eoeo
\ as plc \ \ w \ \1 \ \ \ r - /��\\S•'xpA y C! \ ','' S0 ,2024 09 28 09 43 05•06'00'
1 ��e __v 5�5 vovv A Av 5 I.4.4. '„;P61,sc36 �0044. � �'oav /
co�is) In \ \ \ \ �1 �� xe lc.el` ?n_�' ����. B"RCP / m rc rc
a a.i> p 7
PROP cmx.e I C•
PROP c".cn xv ourws., J I J m \ \ �� \ \ - _- p �5, ► ��� L. /
Ixv OUT-sews R x s.c.0 : gR �_� Y �//
x se. 4'-,, i
ft,PROP DINE ih..
1:00.0•••,,,,,,I..)\ M
•
010 . .) \. . , ',. ____ _.....00...0,411§,.... '' , „9,,, :; /,,,-.., c. 4 k
R - 6 e \ \ \ \ ) t, 'N,,,,.. \.,,,. ,.. ••••,,,, ,Apie......... ....,,I., . i(.././., . ...." 411pli* N II '.. ,/ ' ,..NA11.1MIR :
/ m S css ` I WAIF/ n Ir
Ix RM. e,..
/ c.aa aD RCP _ q
I
\1
/ 1 /�, \ 1 �� xv,7zee.. a coeo �� ��� zQ, .
i : om.aavdicwl%A`''k , - ��7�e:-. ►4 R0
mil► 00 LAC o
_ PROP
dift,:o!..*. . Iro.
14,,k i,
, ! , v.7 IP Y. Y.
04„V / A\ \�\V - WO!' am .A� 1�Rlx IISOR solcz.l- - � �I
1 1 A A�6 \ V A\ \ PO 1A go-‘„,,,,le _��� s'rig' I. ��� �B,RD�s�4 4' � `.-y �. ��'�' Ev.o: o:
\ \ sy,` \ :. - �6/ a <4,000011- A
�� ��� .'` ?r �' � - 00. � I o
59..,s ecai vosi����j�� I� � ;'��``f'-' IL___Nolvmmm_Niammalingk---.-- or •0111, or.-.41 P.-* •44,4,, 7ilk VW° sip �;� \ `s� `
,i.
. __
y ��,_ 1.... ta�r.�.� / ` ` PROP omcnvow or IN:
" 'St Vt: It44141,•- ` d•
Iw —ij =`','/>� � :`�-Ix.lx:c.;:iixife% ,_ c : w a l ` o� ����
lt
4 RCP \ 1 ., �,5'RCP \\„,,,,,,\,,,,,,:\,. .00.
®�� \ � J `.... .. . 4, ,� g+
' .. �� EXIST.50' 3 A� x o
fra
��� '�'— vxov® - \ PIPELINE ESMT. \ ` ��" �ivv...pRopoo., Zp
�mamwvov.ssec DB 8420 PG8 7 ` �
—���Ixv .,In,al �, (TYP.) _ ' \..1
. ' �sh� ��I ` �� �IA_ocQo, ,7:7
wmes eu �\ `\\ CL
\ -, \ 1��° ' \ `a=o sn ���� ��, �� AI LEGEND
m 15• S\ \ 1
\ 666) C \ \ I `p ` , .- , CaSi
,,,, / ho_ eI I4h , , ' �g,�1;—'- PROP CONCRETE SIDEWALK .'-kY::>�.= L'31•J
Oa
OP B0AZ
seI \ \\\ \-....----.
\ I .sue �♦ �,6 STAh �I :I—
, � PROP.STORM DRAINAGE EASEMENT(BDE)�.:.. QWPROP �A, g,,,, \ \ c //\//_ Ix A. Ixv Rlx6Bsi�w \ 4, yAt -■ W ti N
RIM film I
s°si i -„Insl \ Ssg,\ \) �/ v�R•s.cs, ` \ \ ♦♦ Q ,�� PROP.SANITARY SEWER EASEMENT LL
N \ ♦�' ' I O I'.L
/72
\ - G\ DmCH \ ' \\\ s ,11 y n S\ \ \ ♦`�� IPROP.UTILITY EASEMENT \\J NZ
y ) 1 JBe \ \ \ \ \ `7:4141:;:cip.h7
PROP.SIGHT TRIANGLE :.•W.;.:•�.: i:: ::0 C7
PROP o
\ro G INV.NV ouT .s. ♦ p �i♦i��ili���s�.��. i�.��
9 �ij \ \ me,-' \ \ x.ue.n fcicl I \ ♦ ' '/� ..... .. Q Q
\ V \ \ \ \ \ �•\ I` 1 Ixv.I RIM ne..I , \ �/ 4.� PROP.STORM WATER /Gil-11: Z Z
V `S \ \\ \ \ �56 \ \ \ G S x.0 �'', •` \ • ` �� CONTROL(SCM)ESMT.`� MILANEEALLEY �,, Q =`� \ r ♦ ♦� a P../ 0
`SS \_�\\ �� \ L_ ' /�\� ♦ I �' EXIST.STREAM TOP OF BANK ce `�
i a� vv v v_ 66_ v 1 I )0, v \ V) 1V A C1 �� ♦♦��� y ./I .i c �I� V /1� o sQ
- `�_-\ \\ \\ ` \Ss \ \ I 1 I\ 1\ 3� G\ \ �\ 'IS('�t� ♦�� EXIST.STREAM BUFFER ■ //�' • p `
\?\/ \,,,,
1 / SCM 2 / 1 \\ S FSHF \ ` 1I - sI PROP.PHASE LINES —__— Z14 —\ 1 // /. // / ( / FT C4J ` I RI'" ..����.t��1�� J LJ LJ LJ LJ LJ LJ L_ 0 s
wsw
/ ,\‘‘‘
�„I PROP.TREE SAVE AREAS a
�� \ c\ � nnnnnnr
PROP.BUFFER W
s)\' \ 1 -1 / 4 l G �� PROP.TRAIL m m 2
~ W
� I I6 000 1 I -)""- / \ j PROP.LANDSCAPE AREA - 2
= Ao \ ` 4
RISER N
° `�
PROJECT INFORMATION
I I \ v PROJECT MANAGER: MRR
J \ \ \� DESIGNED BY: SAV
8� , IxYlx..se.o,� 8E /�
3 \\RI\\r try¢• GRAPHIC SCALE DRAWN BY: SAV
x - \ \ ao` Yo ao ee .ea PROJECT NUMBER: 2340409
11\\ \\\\ \ ���• ) \ 11r ! 11 ORIGINAL DATE: 05115I2024
\ �. I, LLL���, (IN FEET) SHEET:
Know whit:below. AVA 1 INCH= 40 FT. C4.1
Call before you dig. „Alj 1 /

LEGEND
I.
PROP.CONCRETE SIDEWALK . -`+?4,11WIa`.?�` - y
PROP.STORM DRAINAGE EASEMENT(SDE)I.: �„Y.,'� a a m �
` -, S% $
a 8m f
w
PROP.SANITARY SEWER EASEMENT
SH PROP.UTILITY EASEMENT I \\\\�7�
C4.4 V .-a-vi;:;:;�♦va
// // PROP.SIGHT TRIANGLE j�.�♦���
�.. .. :,,„„,,,,46,4::47...-7,0,4
// / /// PROP.STORM WATER 11C�SC�� SHEE mow ar_,Q'` C 45 / �, // '/ _ NCONTROL(SCM)ESMT. D,� M0s/ „/ =t('t _ / // N EXIST.STREAM TOP OF BANK
SHEET Iali nS���+••�.., = nI r / �y�/ tKtt�ttttlttKt t 69I / (n E%IST.STREAM BUFFER 1/ /// I
C4.0 II �JJI 83 Y L 4,
SHEh N.. PROP rig
/C4.3� SC46T a till � PROP.PKASEUNE3 ����,▪ � y PROP.TREE SAVE AREAS J LJ LJ LJ LJ LJ L I
Q6 ^0 PROP.BUFFER 111111111/71J7j
ii
ROP 5/14E22 " �.`,��V CARS���
^ 54IEzsl�..iftr +° ' /0c4, "\,,, „:,,t,..\\
>SR \g9"5 / PROP.TRAIL _ _ _^ ```�O�••......_. •••ti,
G� RM s°s.°' �� I a // _ -I _ LICENSEN0: E
56'S O PROP.LANDSCAPE AREA (LICENSE
S F.
PHASE 1 KEY MAP SCALE:1"=700' kr� \ -"RCA • lTkilik, '4 40min,4
3 uu 4
`\�\�. ~� 15"RCP j�®��. °IE,Iv a, �, ° I'r �
5 59/ ; 9` i
,,gg�� 984 1111,tr----. Alt ,°. °�`O`+e u- 50I . - SEAL�IlHsei_41,
�� I �R� , svii �, I '- ni:°)��V ,s.1 - '. 038830 1 '
AIL
%II__•�O 53 s 11 . `am-ss e s. T� o�y• '��``�
,� 9. �ci 5�1 -��., eP,..�%i c �/ / tS CvS'pfa3 Ixvl Teel 1\ t -54 i��FW1RIIR��v
®�./�I 1 m sn lcasl 565 I i ors ,e ;,ArA '', `� �- p�S� 'o Rm= ;` A's
x ' 2024.09280943'1304'00'
�s�+ et,,,,,,,
el Ts J`
�i ai
52 lir �� �� ao m so \ A
P s64 I itil
sslcenl 6 2 .'Ao rc rc
6 at.„„„..,.
xx l�/ul Sim o: •16,44, 51 ! N I- — if o 11r1 ��t�t mac►. ,. `\-�0'4 / so\\.
lsi`j{\ FE=
I..a ,■erg 11r Op 1) 'ar ��1 9s r °:o,+ A-r, • �� - ssc.,lis = l= �a l 1 4 man
1�/0, ou= ' �. '� Ixv.l= 3o iE64�i��
i R\ '1 Im-sss., 1 s 11.
♦ " ou.-sus.
N. ..,,...,.. PROP CB0C10
•0. •:1 Nv ___ •••••10. 1/ I !im
1.1w . . . r&Mk L 1 , l,==gc„,
1071
1 R r.zs°r lcxl IIM �® 5, _ O,IE,sI, .B ...Orr .,
® • \ w 550. Ixv.x 5a3. -0r
`® , v. 305sre9i ♦ Sw
5 v w it.w
563 ,1,-
C. x' `Irie 34 a;T.,
e ul��
, ‘
=II 11:I illi 0 /---'/ s8,.‘kT--,k \74/1% .43,
Mks," Vii%,— ' "'\- I . ' --
+ cs\ i'0.AC \ I( lI �� 11111 ):: • 7
O.
4 t 1 - \ __
°c PROP cRxca, ss,nc e
xv ouT sss r V, c°rs 45- �i,
.•5�4 \ RM s;:°ss' r.� a 1 I11, FUTURE ���\.ir+'i
$ s F_ see 3 ® 'PROPo. r '° s47\ AMENITYOlp of cs3o ,_,,, E48
52 o
35 PROP ` ,�� • x o / 04 EN OU sans S AREA xv zziEsrl �`tillift„oo o? P 7!I''
1' ''®' �Ss • u Esa'- ■ `48 --- _ �x:s°'s°IJ;J
Ixv our uz.00 b ssa u
ss Ixv Ix sssz°Ic,°I a� i�- 5 �i11111111 w
Ixv..sss.rslc°,1 '- . „ ) i 's0 PROP<R«
�s
Rms°,,. xvxxr Eso o s
�'-- PaoP°.c, :I�r S54 ' ii
` ���1 . aM , 55,- �', '�°o F71s �, e.,
fL x a„�, it.
� — )� _ = _ ►Q �1 _ „IEssl 77--41::::"V":::
► LA :• x ;�,,E,31 v osP�1xxs° „� M ; I II�1,Da _—=_— G I� ► , ��. x �B,r; �!I
sus ��—}� 1— ��1\�I \� �—�-4,6��i�/ .x saz�e lessl 553' `� �II�'• 0'ACs°���-� � ,�,�� ®�.� + lwV us uzulesal � I')��' / 1■■� ■� - 0_�e _ 35 �/�4� ilL
%J� �--��� _ �'_ c°°� lI'�`®w(SGS�p�B�CRIVE ')�;I � � �Li S x x s;a E: '•pf j,. N
_.'� —,�$=flip A m I, ""our _'� `� '� ) v �eziEul illk i a • �� ® to o
Ir 11 y r ® 3:�,a����w►1� opc� � �� w°xwa R°°IP°° g" I�` °__" '�I��" 4 m Z
xv I -1 sl ' cza1A,00TiIIii1
�BE Il
®/ • 33 34 .0 ea ' '= _ \ o zs �_ ,'� P c�`-� � � '_•✓�'/ N
j/ `fit 1�i s� _, ��
h �// 559 35 X.O,gL , 815 ® � �a` ,\� �,� :AwAtrinc.4.:,.z...t._________,)-5-_;;-4VP
I�_P �� �� � Q
�:o ® 36 ..o-.a iteksl_° ♦, erozz nc/ / 370-e®y ;`�,E HaoP „ �� _� O =
�, ;' �N� QS sx CI-
i 55G 3a a.eaX.B,T Ira: liatif7il t. rPamPxx a a
rx,
w1��� r'� 390-.aa x..o-,S �� � e II rar°°I Z w ZFFSH��� ll
6 aoBB . � T-'111111111111 :::///1/;
Mvs Q 2 JFTC I INV :° ���® i�'��`o � �s4 e� �,� 5� I //� /' /4 I � a®75"RGP Ih/ � 1 s I / / /�� � ®s����:� �_ 5n2ii SS41 /'/ / tieQ
� T PROP°.P, ' 41,%44 z
UT
47
2 ?' —� . ``5 ���i Ixv.our ss°°z I g'1 i' i'/ %////'//// / / 5TE���� \ \�� p--:543 .r leszl l 5k0 .5 /// / ,� / / C -\ O
r
co
--- ,---,4_,-.. ---- - ..-- ',....--,- .--- -- i _--— \ .
m J 3 _ t -- - -......sw.••,4 -- __..--_-__„--4,---.....--:- --- ' --- -- --- -
2 \\ \ ''' _ < r// \\ \ "''-- / i 529�/i / - 519 - - --517,\ ��� \�� I In
u r. ��\\\ S4Q \ \\\\ - /� '� /�///// // -\ _ - - - - \\ �\ �\ PROJECT INFORMATION
54- - - - \ -- �/,/% // ,/,‘, / ' ,7/ /'. �5�15y .� - =515\yam N. \ PROJECT MANAGER: MRR
` \ \ \L /' / i''9'S' // / / / - � z= - \ i•\�\\� \ \\ ` DESIGNED BY: SAV
3 GRAPHIC SCALE \ ,- \ - //// '-- .9- �� e ``�\\\ \ DRAWN BY: SAV
__ g \\ \ / / ` I • .,� _\\\ \\\ \ \ PROJECT NUMBER 23-00409
��/j - •Ell 11 11
\\\\\\\\ \ 1 \I - ///,' 4 - 52 ��/ • '� -_\ \ \\\ \ \,i�\\ �' ORIGINAL DATE: 05115I2024
Know what's below. (IN FEET) \\ \ \ ,\ _- ��// // s� - - /i / �/ \\\\ \\\\\\\\ �ii"\�� .�,\ SHEET:
�1
CBIItBtOfBy00dlg. NCH= 40 FT. \ )'{ ' /// --_ i i//���� \ \\\ v�.�

.N of Ey 2N
w
F rc4.7 ca SHEE ,i2.. =MI
v-
- 50' PIPELINE ri4.4 $
DB 8420 PG 837 1`���, 'l i'
\S (PER SURVEY) \,v i. nl
i x.� —\ SHEE ,�fj ��^
- PMTMIll
\ 1 —
\ rur
\\\ SHEET\ /IIIII S '`�„—=
3j - \\ "�G�:i C4.0 /ir
nnuunumu 1
/01) r7
�v _v 0�. g' `v c �� SHEET
�-��Ix. ;z -
Rol $ \ �G.-576
r.
t 15-..----00-••••''- -Ir.'s/gift-NT= � Ec
''s�� �`\xlsT. GA \) 1 �N......RC�..
c
\Ipropo
e�3 °` �c / : LICENSE N0:.i�� is _ r. i F 1407/ rmn'sox,e lik RCP .. __ "^ti C\ N FFS t j
/:
'c^
T[0:
1 I 15 , hs �\ \ �� ��� yrcaa PHASE 1 KEY MAP SCALE.1 =700 '' 6;i309 TF->,
ow s /4ji/4I
6P;c/ r!GI usela, nocml RC 5 R \ M 3\ \ 1. i ... :.,
PROP.CONCRETE SIDEWALK I r.:-79
`�' • thk/ /Dfix as:. /51 gio
���� /, - - �i9TT F,NGINV-:, _��•� Bpi _ / PROP SANITARY SEWER EASEMENT :,h'Eyy•• R-��`AA \ \\\ \ _� � ��c4° ��®y 3sro°k ;ac r � Imo® - - - "nnuuu/ \I \\\\\\ \ \\\ "'� � � d3ro. // t i
// c.oso 6� i / / c=o ' PROP.UTILITY EASEMENT 2024.09.2809:43:26-04'OD'
'� \ \\\\\ \ \ .„., �� \ , "� \I PROP.SIGHT TRIANGLE � � ®y♦� �j���� m
\ \\\, wz I \2 0��I N � l s.e'k� / - 17 -`' /2,.,h. / \M ®®�®�Ji�O�ii�p�
\ \\\ \ I - \ \ \ �` �� T� QR: / 1• y y PROP.STORM WATER fCtl 'C
\\\ I �� �� � � PVQ STR(.` `fro^ 4 �• CONTROL(SCM)ESMT.
J9 •
�\ \\ aI ov 563 .- </C /O�3-o liar ,c R; ! ' snicn \ ""' swat Ila 0
0
e es 1M'x' >aI I I / � 'X 83• • �i \ EXIST.STREAM TOP OF BANK
n a 6
024 Ac
sss1 ® 0 N �/y
\ \�� \ r sss s,IRsl1ca.w 1 �� i �� _®Oq � fiti / _ //\ qq V.'I� A _ � �� � �� ~� C5 � / /e t�_ ` EXIST.STREAM BUFFER 1/
4,
010 �,ra, oc7- �� i
� ,��/. ' / \ L - - \ PROP.PHASE LINES —��—
� n `; oot nc
'stir
u SAC o-
_ b ie, d
\ \ -*AA
- 2$ O I / 'S •� �+� �`- ,�����/ ,� ,� I I1 \- - __ _ J LJ LJ LJ LJ LJ LJ L
`\ 4 °0. r is i�� ` �,.� ,//// ( \ _ __-- PROP.TREE SAVE AREAS -I 11 I-1 I-I I-1 I-I I-1 I-
Y x
® a\\ \ �1'. '81j k0j� ®oz - �xv aI/./ l� l \, --�� � PROP.BUFFER
\\ \\ \ ... 9 m gym, .'P\ /.0 563b/ / - �� � xvxo rs�\` �./ I 555 i ---
O . se�e I _ 11L1f�L�L_1F�-L 1L1f �•
\ \ s \�::i `q. fsx.asf �/� - 563- */4.
15� ® _ �.� \ - _\\ ��a�4. .,fix 2� .O:fOx.5w � '� �I' �__� _i - \ PROP.TRAIL m\ v 0 OF / • ', --' / �_/__ PROP.LANDSCAPE AREA ^\\\�\\ \\ __ 26 / -Y7-o- �� / 299fn � � �`w,/11 / i- __ 3 3
\mo \\\ ® !\\\`Z_ \Ss / / i 30 �.� /�a�/� L,11 I AI Si - /'559 _' o 0
L.
\ v_ 5 /� ///580 ' AC x sn j —560-. O rc rc
_ / j:// 1 I
�a ` III
Jll f
ax-5oz.00 I ¢ ¢
\\\\ I I �T d@i� ...rs4RC / - l �, L. so lal -`561 \ .3
\ 0.40, ''''‘ - -..".----------...kNk 4111//---, ---'P*ROP J.B 563 '
1111111111441 i /17
IftlIV
\ er ixV 66690C\� \ p\ i ii
\V AV)��\ \\VAV A`V�\VA A NN y v\ ; V=sue . ���x x SS0 ®�n� ,o� 5�� ACCESS EASEMENT / ,' -- /
\\\ \ \... PER SURVEY),/ 555 / _ - zu
i"0
41p
\ ) 0\ \\ ' ( ,,,,,,,,s
, / .
s ,.
\_,
\ '\ ,\ .\ I� RROOP �` /sy� / /jam --
\ ,,,\
_--,.
\ \,, ®\ Om
\ \ \ \ ,552`� - V R x ssicoo , A°ac2 ��� ///i 55, \\ ''
I I I \ . \ I \) \ p 550 r"------- ,1444;.•!:*. -t
!�/ - _ _ 15 RCP �� �� _ \ LL
v I II I I�;v v v , , 4,\
,r,, SDM, ' 111 -- ,-A 0 a1I ) 1 \ 1vv Cv 5A5- 1 5,, � 1 R o, ® % "Nc 'Wry\ \\ \ \ \ \ ` 546-- / I 555 —� ���/IMMI $ 6 ixv. =Rix sul xriiii\it CN�- 'N_, , TW Z
4.7
\\ \ \\\\`t \�� \ \\ \ \�`Rx \ -- \\ \\ SSA o- / ..• �4 u \ �\\\�\ W
\, �� \ 1 - -;,,scm me A i / 1 �n V I \-71/ CH o sso AV vCI
xA V A 1 \ I/ A \ .n V vxovcsua •®�. A A v
AAA VA V A ye ��� - �V I ( o v I �oH� / 1xV o�r ��l �� •� i' v v re
z
$ ` /
I \\\ , \e '�--" -_ , \ \ SSA ) OH / - 50'PERMANENT Rix- -\ f�'� O O
\ s\ \ \ �� GQ / ' 1s \ O ACCESS EASEMENT / \ ®� C
W No /14
\ ` b�' I / \ / / (PER SURVEY) % ®� 1 N U
2
v ili
��`� /� / sI o
\ \ • • , / / ' .i / PROJECT INFORMATION
_,��Il►�A�AIi/
1 `\- \ \ \ M 1� 1 MEN / / /a_ . vArIA7AaIl��A�A�A_� ' / _ / PROJECT MANAGER: MRR
\ \ II , \ \\\ I / �IA6AA/AJA�A��AA�p�.401_% / DESIGNED BY: SRR
L"AlrAV,PlA`�A7A7AVAT�, /
3 �� II 1 \ \\ �rA \sib��w `AAAAA�AVAAAAAAAAATAAAAAAAAV_AAT/,"or'-, DRAWN BY: SAV
GRAPHIC SCALE I I -ava 1AV VAI.� iffiils" PROJECT NUMBER: 2340409
_ 1 11 WAaA�A�'A!r ' fir^-7 100E OVERHEAD
` .1 ii / I I II ,� -, POWERLINE EASEMENT ORIGINAL DATE: 05/15/2024
�3 � I I b DB PER SURVEY) SHEET:
Know what's below. (IN FEET) / ,'I , 1/• I I 1 1 ( C4.3
CBII before you dig. 1 INCH= 40 FT. I 4.3

/ ,/ / ////7; ,-'�SGf!/?sue _____--_ a o2 I x
_ // ,,, / / / ///////'//i 'K-yam,j ;_--- -----_---_---- _7\ N aU �r ??,1m
-__52 // / /'i/'/ ///�i/,/i2 r�ir- '/j/ _ �`534= - \ w ii
__ — /'___- //, ' /ii// // j9'�i -=-----'/ / ------_- — —\ -- SHEE 0
537- Er C4.4 "
xr - _ wi7GriilGriArl�i�i�isl►'�GiA iA
'/�i / ems: ���..�-.��ss7i`IL76G��� = �' i/ �`1=�`�L►i7F� ��er ���7L► ����9L��t►7G, `p�����0 =�� Coln�. N.
/1 / (' 1 I I I I / 0.
//�//////7/Z /,/ /''/ v`i� _ aw4-- wAw. — — — -- —ice:j� _ / ,j /'��; _ _---5°; --- -- —\ i SHEE `,_', Xs,# '� PMTMIll
s\ t ' i/j 536_ % SHEET ���
/ / / / / / /\/ /f K l / '/ '' --�� 'i,_. i�"- -_ _ - /�- -_ — ---- --- - //41111 S 4 )i am
/, 1\ 1 ///// / /// '/'' �P/% q/ //'///z,, -�' - / - - --_ ' - - - C4.0 Q 1C1� nnuunumu
401144
_I �/ / / A\ / �� - - /- f-- �� �' SHEET
/i ��o r/�i / r i t C4.6
/ / I r / / / / // // / ////// \ \ \III( , i/f\ \II I 1 / /5 1 ( / �i — — \\\ / scxs', 549/ — 1 /� � * _— 9g
---3 // - ''''\ \ I I ///////// _-\---- INV RIM=5 su.,.laoxsNSE.I t wuuu
/ I l I / I / //// 559- \\\\\\�- I _-_:, --- ___.,,,,„.---,N.', ,1 / / / / ----771- 12/4fif T5,52 Z\ i 51% -- ).•
/ / /
I I I I l /// / / // \ \ �'�''L \ \ T 1 ' 00 / /, a�/ LICENSE NO.:
\ \ I I l I / ////�//y' \ \\\\ s-_\ - , 'iT �I —�\ \ \ \� / -� P -s55 - `` _ F-1407 i r.
' C0 1 \ I I / / / / /////////////\ '% \\\\ ` - -=.'/-` \ •�y _ _ k. 55--cant !� 149 h �c^fq•••••• •••p`:
� ( Iliii
1 I / / ///// \ \\\\_\- =_yi/,- - \ \\\ \\\ -. q / ao PHASE 1 KEY MAP SCALE 1 =700 ��'�qS ••ES
i \ _ -Sil \ \ \ \ \..0 4,. ., sesiacs.559 gQp�C 111s"```
/ ///// // \ \ \ I� - c.exseR ;� \------_:‘.,,,.
�.•a ', q i o ✓fr
\‘‘
ii' / / //j/// Ill. \\\\ - 5s2 — ���j��' '' ax_soso �°! 1p� _71,1\ •56Z \ ;o`o t •//j;�0
/ , �' / / ' /// / l/7 /II 7 I/ \ y ,7 - , �.. \ �w°°�;�:,.a. ou ir / SEAL �.
1.
f tit
FUTURE /l I ' /// l// // �,-- . scNS� / I / vTTFN E?•\,-
55 I __,...... .-...4,,,\ - -. 038830 i =
/ ( I I //, /// / //,,/ ' \ \ n\\\ -_555- J I �. ;u NeunulRF.
_......),
ADELINA V///�/ 5�/ '//, V w � _ � ,: 'wR °s
PHASE 2 1v A 1\� \v VA A \V// k �/' /7// _ __-- �)-• I v �� L00 556 �� �� '� �" zD2a.Ds.z6o9:a3:3o-oaoD'
1 R
(SUBJECT TO \ \ \ \ \ \\\\\\5\ �b/,//// /--,' t s �/� xV"w„` I;I® � t45 \ , m
CHANGE) ' 1 \ \ I 1 II \ -_559 %// / / / , 1 \ \\ soLI\ V A V A \ I111yN ,,_ -,'ii 1 1 / /// / A y ' �1 ' / till ILlitilaili ' h5I \ 1 / cL t-- \ 0 5'//'//// �'/' \ �� 42"RCP , �1�0j
5
, la
\\ \ ( l \ I \ (\ —\\\ ` /� / / \ 16' moo Nuo ` ' �.. • 0"' - s14352w\
1 \ \ 1v v A v •v 1 1_—i/'i'�/'l EXIST. lao'� al.r t• 1` � 01111111 /
I \ \ \ \ \ \ \ \\ -'-.a// I POWER ESMT. - S�o j ' ides
PROP�.suo
alikosill
\\ I „ \\\ I \\ \ z_59 / /// / / (TYP.) \ ` '. a.� ,• 111
ik: •ll-� •!• V'\ 142.11 y'° ' \
/ \--
---i\-___ (, ,. \'' lip
567 la‘1 a n��� = /'( \ • ssa ill 10::11%\‘110,1,\ \A 3 3
N % / h�^ \ S \\s
• 0' �,�` •�.n ` r 'VIII•��11111lo eo 411111111111111#1111."'114111111111111111, - -- ��:000111Oda 11`• ,` 559 140 �, \\
u u
-—T "441 0 24 ' \ \i,
ou•.sss ee °xo°caws ,� �• \J'e �' � Illi, o 0
o ve
n
CC'°° ‘,
°.o° °xo°ca°ca�
I So" �: �� �� �� 55 0 G Z E E
i
1 �' �i � :. so w,ol 11��0�p /lilt, /,������ ���s551 a rc rc rc
��-. o��. 42'RCP(CLASS IV) - xmssss _ _ �,�,.o tt Q�� �, - }� �� ant •
►, l` `\'.. a`i xx:::.:> // fin'• < 0� 1�I , \ `'6' I 'S1►�/ `'�\ ^`. c�p' o c
°xo°
x o.
xv
/� / I �® xv our sss,o �V _ = , 15"RCP �01 11111% 11,111111
`' �j o e
s, nc xv sss .Is
a co-olo ' xv"Tr
ns ss::*' �/ , q2 RC . �® �- Sq ,�� 551 �. h Of/ s FP'T4 '' l
��� w��- '� cm_eo f�� i • '`�• o ss '� 011104a1,10ifi
556 0.s // 15, \�'141 • �,
7���` `�O�A °°'° ���ASZVi1 i.' ,,i����� ha'I'2 `j � Vili
�xH UMfissz'e!',� ®` `\ ��
•Y�\\ i,� -` ''�;�� ^'c 'TQ\AD`G � Ali
20 -�sNI A\\ , �.czz ns 555 II
555 15:�o,'ar!=7 1 ,�'���
��'il� _,�Ijr4. /�Il��� \ —. 5T PUB 565 1 c s(it�•n ‘11111
\, ,®� I��ok' :,� Z
'1 I I I I I I l' ,..,,,'N111 I _ `1 10
,ao �, �_ _—`itt1. '\ \ \\\ I/ 56a 1 zo, w"a , - 04
°xo°<�uz, 55s \ EESNEE� J
_ A ��
w!!w � \\ \\ \
, 5a6 ' S55 °pmni ��d M=- �:i°::I = g 1 S GRAPHIC SCALE
�.rra�a ♦ vV �v A a,/ V `Ill 48
milts 50
s oa,n�
fib;' ,'� eza \` ®`� \ \ ` //6S0 c-o.so -562-20 554 PROP.`��i,`,\��\ r 111 •.d. `� w LJJ
�� .®��1 . \\ \\ * It -.,`°RuaA A4\4N'#"4•a (IN FEET) LL Q
e'' _ - uu` 'm A T, 'a/ = E s 1 ��\�•,�� ,INCH= 40 FT. Q O
lu e. �.E V I ou 1A� W
y A A ��5 I 1 / / �' ��11Ip'Tti YI���' LEGEND LI
//II I / �` 20,//� ii /' .0.,.... PROP.CONCRETE SIDEWALK 16 g s .. Z w =1 � // 1 , . , = I <
/it5-/u/, i�ioti / PROP.STORM DRAINAGE EASEMENT(SDE) - _ _I w/ N w
= 0o''gl LL `i Ci
,offCI
.''3 h� r�' ji,'
�� PROP.SANITARY SEWER EASEMENT Q
\ � / PROP.UTILITY EASEMENT I Z
M�PL 0
�� 01p nV VV / RS PROP.SIGHT TRIANGLE .3:1;:•.... ...1: CL
PROP.STORM WATER SCi C v+ .
IL
�� CONTROL(SCM)ESMT. 0
ttIltt O
2
��.�(j2 EXIST.STREAM TOP OF BANK W
`� SEAS EXIST.STREAM BUFFER I/ /// / N
•
r L / PROJECT INFORMATION
PROP.PHASE LINES
IMI IMP MI PROJECT MANAGER: MRR
PROP.TREE SAVE AREAS _ILJ LJ LJ LJ LJ LJ L DESIGNED BY: SAV
3 i n n n n n CC1-�1]\1-�/f�1 DRAWN BY: SAV
81 PROP BUFFER ��JL.Y�
PROJECT NUMBER: 2340409
PROP.TRAIL M M ORIGINAL DATE: 05115/2024
Know What's below. SHEET:
PROP.LANDSCAPE AREA
Call before you dig. - C4.4

ci
Vie. ',illt4 � •�� ,v w
E �4' �; I)! X 0 1 \s \ I
a I h sx SHEE
S��gNE T �' S� , \' �e 3 \ ,G �s \\ C4.4 v
PLy n' /
so SHEE ��/,�-- , 1 il--=', , -- u a.:1 PMTMIll
�,i�:!A, i�� 1s: ItilkiliAittli....**1011
Aglatt i-�♦ \. m. PROP DWG
.M s>a.o3 SHEET ///ulll , )I Ln. / nnguuu t
�\ °,a;� Vy ®®� ►\`'`'�® Olfi r - _..... . vr -- -_=-- SHEET
♦ AISi
�� . Tak� y3.ttitio l C4.6 40
wima
plr
�.° \r ♦ 3 tf �auuuu„�
��� ` o111rAW
zaac�' ��eAA,*
os� 2- :-� ` 5q5 .h50� ` �_� s�� 122a o`ON CARP'•,,
lect °,a. , �1ii,
♦ 541 i 126 12s a�.............ti ti•,'.
ITN .....,___*___A.
544- i \ f ,'•
/� s5o < Sn5 _•/ , w 129 ,\ a_ . ,)
= r LICENSE NO.: 1
s57 r _ F-1407
im Ph 0 :
.... .,
,,,N 5 .....,,.,.
av 555 5., ® ��!\,„.,.: :sos0 FMsl ml I�� \ �� , ��. ®■ )))
. 03 PHASE 1 KEY MAP SCALE:1"=700' o1gss... ...SS�ort \
itS
....... li ..,:i
gOilsolli 14 `'... 5as- -55 I �`` 1 F� 11r� . y^ / 16 \�/ as ` , — °\tu
° �� / aav G M " �. °� ono �,
rr
\� .553 ��•� Fz� :;issl y 165 / "°'\'" °°Iv;
�9`x\�\ - �— `�, _ . /SEAL
"v o°,.
\� my"°a° "v - - '
a ��\ . WERnmsa°m h al
����� , . \. ��°'01 o�I`— I I/�: / / — _ 038830
Mill - °\� .! Fz, 5°�`tisektillt",....W0111004.,
f pi,a ' .• r:vA. \.. r -� //// 7 // / �/ %/�- /\ \ I</ - �- /\\LI ��Tj�,e GMEFR. �.(.`�.�•-1551- r"ovoxe\� anc ��� � °a ®� ° u lvl' sa3 6^ i // // —/ /� ( . \ \\ ` " '„J.
\ nw°IW R "a\s
Imv ou,sass 1 c°.,a . xaoP`"x ,, _` c=°.,a ' -'0 'i �. .xlFul 63 / 'A \ \J nnuw
15jE�9j . .� \ .Y -\ \ / 1 / f / / \ n 202a.09.2809:43:40-0a'OD'
by I �SSO „ ,.. '�°°r, 1 1 '/.44010p.® ���../. .wa/5A'1 PROP RA.
I OUT a' \.. �� ./ �// /% ♦ 'S08 -.
•
Sae -m "R ii, 'I ��� ��.••f \♦\►t tAill. . R:'.�`a,'`? ,Iklill* ',;„ ,,,,,, 00 Illits-,-..-....jo:rAviriv. •Hoillirroll90°Apolle110 ,,,, 71c=9,24600 12, 1\
v •t 0 m
19: \fie; cp .. ��, ® Ilk / \ P`. a° / 11-7 7; I/ — \ \* I �n
_, /1 e , C 0 60 •
1134,13141.'itiallPi4:0;01 ,„II01 II' '':.' as
_—__ VT ?3,1, ;01:4,4
% ( // # i ‘ \ r An t.,..-. 911..1 00,0001 ooe 00c
Ix .1,P
4G #04e:i / °� a- � lilltilr_......iii ,o \. lit 5 _ �:,riil ��VA � �11: 1��� .Ial°cc) 41611 ��y� 'lamA:1(1::� Am/ /• , oi` ilLkmiumr,
a - " iuu(E«I Ixv mu�' ,xx v.. e ®�x .\ \ \ � y� / a
r
ailMIL18 Imv.ou,• w
"v xv w sa
/ h / Ol oa. .4 m°a°.x �� s3s u\ _11oa ti n \ \ \ s w w
F„I �.
�1/ •� f e�� �» oss N "v �'' m 11lit r�� 53 j ` �. i LL iti
LL
m Im
/ / / :e �� a:.,s O '(REFS �mv"m:aiaiFzs; t,,, 11.,,,\VIII
\ \ 54\ 9s ,�• \ l \ \ \_ J $ $
` Naa / / ,PROP , ®°.a°nc vrsovc �as 15 lipliii NM\N\PTC\CRIVJI � am 1� •� \�`\\ li 11 s Ny N \\ \\ '\ —/..
/ / v 3s'iai o°: xv 4uT sp,',L�`\� 5r - ��/� •.� ^\ ' \ /l/ .•. n \ \\ `\\ \ \ •. 3 3
h am 53 V Er //11 jj// �1 Rov :. 4
A
-x2,. RJ , 4 I`! ®1�� �,i�A `��\\\\\ \ \'11:� a. l.'1 I \s w / / ., 0
\ 1 `r,\ 4� ��� s,P�, .,6, �,.��0 „ i , s.� A v �v sa1°n°(sc0 wscn) / rc rc
I M.Im�ua
II
mil„�°'ou _
1 / h / o \ �• a.N�\�\,�� i``y'� , .,,OW wm`Txo ` ��' dT♦\_ ,, 1 \� �.���. i ) \ 1 \`l \\ / \`•• I" c
s 555 ill
. \� :e ���a �� s, `. ��0 11.� \ S2o o S
/ htLi "' .a v \ �o j Imv Im.ax.:IEa.I 1�, y Sao I � \ .,p. \ \ `an \I � \ \
N / 0 1 \ �N�141111k
`�, 111pm`_,•• ` ® \..;•Oa �\ \ \ \ ry"a N \ \ \ /� e
.
w P"oo°m�. = �1�0 '� ` ,. e �Zm AP,
u so\ \ 526 \\ ) /2 \ g , ,''
U1 Z N10m ikisa , 7 ,0... clI G1n�. ` " \ \„ \ \ I \ cv,53a- v sr*uiE I �y ,�� _ ° I11, \01' iT1 \\iirgillaWILA
�%' * 1,, \ SaM\.°° - �\ �\ \ ♦ \ \ i z
\ / 0.104H 1 •
lariV ��� - a:� �SCM4 \V v A AV ) V a
r,—R s .........— --411NL
Z
535 1g c�gilt
, �� iiIIHNH� s.
= xai, ,�.,5��1� �\ \\ \ \ \ O
!iiii 1 1
P.
° 18. IlLs �1l��� °ae• \ \> ‘ , 00
s !!I I I I I I I I I I II I 9 Williiiii ' , —I
0-
to,--- 0t SEE SHEETC4.6 a \\ \ ,\ \. x-
3II it lemes026111111 $,.,�.�/4� ` w ti cn
LEGEND � 4b \�.:. � v Q Q Z
Via=..%•�
PROP.CONCRETE SIDEWALK i '!„`,�t3;i'J \ Ixv FzxF _� \ L.L�L
awl el`®. i \ r
N s1 ,�
_ PROP.STORM DRAINAGE EASEMENT(SDE) I � � \ \ \ � T�
PROP.SANITARY SEWER EASEMENT I —I -, c u Q Ni J
rc PROP.UTILITY EASEMENT I -i Q — Q
��� ym
PROP.SIGHT TRIANGLE i••�iii+ii�iii�iii:ii mo Q
Z
i PROP.STORM WATER /C� C
O
CONTROL(SCM)ESMT. —ACC O Q
• U) U
EXIST.STREAM TOP OF BANK V! t°
EXIST.STREAM BUFFER =
w
PROP.PHASE LINES —��— N
PROP.TREE SAVE AREAS J LJ LJ LJ LJ LJ LJ L PROJECT INFORMATION
_ -1 n n r1 r1 r1 r1 r
PROP.BUFFER Ra=1,21 GRAPHIC SCALE PROJECT MANAGER: MRR
DESIGNED BY: SAV
3 81 PROP.TRAIL �� ` J11
II DRAWN BY: SAG
11°1PROP.LANDSCAPE AREA LLA PROJECT NUMBER: 2340409
G. �� ——I (IN FEET) ORIGINAL DATE: 05115/2024
\`\ 1 INCH= 40 FT.
SHEET:
Know what's below. r
Call before you dig. v 4.5

SEE SHEET C4.5 1
°itivil p A iii... c � 1 I► �. , jillIIIIHI
03
Ro ). \ ga
=MI
os NY.ou
5
y9C, M:xs .R: 7\ \vh, 1
_ 1r I.1 \\, �RI=s ■R �o� SHEE W
EI,
a�. INYRoU.,, a4.0 ;
11114." �ao ooAI . \ o• , 13
IIMIMM ®`I � Ili sI�INIIIMI�g��°' 1 'I 1'���i�, Ira
IRV PROP„0 `.' - 4,..4 IL.•:.: PMTMIll
�/ SHEE ��:�, \\A
11111 ova .;dill/ � — liii I�i'talM-=uss.IF.r �o> �I��II�� 1[ ,u , , SHEET ir
, m inn_ "R _ =°OEz.r `3�'!�1�,,/ \ PROP OE. 41 II�'�t '�' - ill .� _� all■ , a 'sue C4.0iti 1111111111111L':
40
�` _ ��NInlrl�i�' u1€z1. f'� re "„ ' 30"RCP �,� I1 � IIMI 11 SHEET
IExs,s� ,� s� .`�����ss„illy__.,iliffi ►. ��' ► 11[ ^ -' �°g ;fifi ill
I /• \ 4'e C4.6 oP �.Rz . INY ,��N ,a w1,61Qm. R,I �° — a dr
_
�--� s•RCP�'����— �= ��11\f g'� R: ' not f" (51Cz'S7 PUB��IVE !►� �• r g� `"Iuuuuq//♦
, 9 • . -• 'ems ) III
®\ cP. '�a:5,•.aoBiF o N CARp�.�
ocro
1
E
40000000:,
jgJii
o:o ac v �®�
m !'PROR` :-,RE3 .fir— iw+�r ��1 _ e�-� � = 1 ucF SE e
ou.,,,� _ RROR
as .
m1 / NY Ins,• R o�.1,1., ' s..�•il �. 101 // — . ...
/ �1�1. R"R„az;E,•I— I /I'�I �� ' a ��� .� / 'sq
-_s z
N r �s'yi� R• 'Iu �"( I I �r,__,,,, \ .....,,� an 5 •
. 3 16�1���.��R w i^r — PHASE 1 KEY MAP SCALE:1"=700' '♦i�SSOCIATF p\�`�
pil
® R \V N-sq2"RCP I I il&l
I kAlig 11' -41 Ii r'1•�` i�■�� ////1111111111
111
•
iiiii
aim i
..,,,,,
1
i ./ .
szs lxzl 1
Z s� ��. �.�� ' _�' ///� 1 p 1 \\ ' SEAL` PROP exa ` ., «";u. �� _ \` �niviv, / I` / / \ / I 1 -1
e _ ;ram � �. •�
,i0)
\ \ R.. _:zaIE11 B3,00 ■ •
ir t__,
j \1 \ lI :9 �
RI•u,.azlk laiii, _ L
5 �s - • 6 �� --..:..�_ D_ \ / 1 11 140;;;R:3;ssi.ij
ivaisimm
ir ,,,, _,,,..... -„,
1=3
�I 1I
/
i Jam`\� = � • • 42 - —�_— 1111111.111
' \ f / 2026.09 28 09 43'4]"06'00'
\ \ l . PROP oos; 40-1-1?-,':,:',_-_;:::'-±7.---- ---'
_---_ 'ly _ _��� / j \1 I j I mIma• - �� RM ss; �diesJe �� I\ \\ \5\ /• y1ti4 \\ 5/D 52s sJJ ��♦ ( l) \ 11v P. a I v a sry szaA \ AI 1 I PROP.100'POWER �.\ ,Y l \ \ I / I
ESMT.(TYP.) I\ ♦\` OP.
8/3 \\ \\ \ I / / / �`� /1 I II
stik,
RRIM=S,is
\Db v v vv vv s soA / vvvI
i \ ��— a � ;°� �saa I I 11 1
s
\\ '\// A// \ \\)A V �� \—\ \\ �� ® �� i I A /I ) fill 1 I 11 a m
sl AV A l l v v —�� �� saT _ �, I If w o
�/ 1/ l l 1 // l ��>� ¢• s, � \ I 1 I \ I I 1/ 3 3
��\ \ \\ \ 1\ 1 r l o 0
i / a
-- ---- - -—--__ .4),
\
\ ♦ an,=s,au IaeNzaseRl _y- _ \\ \\ ,\\\ \ \ �/// // //% / / // z
Q
h —_ J o
CL
Q w
I 573J \ \ i —
LL Q
o
/ -510_I Q =
LEGEND \Arr \\ \ \`` \ I/ l/ >( i ` 1 _ / yy w ti
CD
PROP.CONCRETE SIDEWALK �w"':� �?.i"J Or / -_ —li
\ L yy/ Q w Q
•
\ \, Z w Z
PROP.STORM DRAINAGE EASEMENT(SDE)I:: :::::::::::: :.:. '.':.TI ( / / �� Q T J
ts
85 PROP.SANITARY SEWER EASEMENT IIIIIII. ;\ A. C s� �..i Q
° PROP.UTILITY EASEMENT \\� \ \ `- CI
/ // ` Q a
m I '- PROP.SIGHT TRIANGLE ��•-;-.'i�•,-...�.♦ =\ --_� ?fi
ice•%i� �%i�• \ \`` ^ / 11
PROP.STORM WATER ZiC� t3C // a
CONTROL SCM ESMT. p\ '^ FO
U
EXIST.STREAM TOP OF BANK /- -��`\ `/ //' ' \ _
EXIST.STREAM BUFFER 1/ /// / ,,��� /
Y L W
N
or
PROP.PHASE LINES7!/**/ // \ PROJECT INFORMATION
GRAPHIC SCALE PROP.TREE SAVE AREAS n n n n n n r ��♦ ��1�141, � / PROJECT MANAGER: MRR
•' , / DESIGNED BY: SAV
� PROP.BUFFER _ _ '/
3 _ ✓/ / DRAWN BY: SAV
g1 PROP.TRAIL z \ T PROJECT NUMBER 23-00409
\./ 1 NCHFEEGO FT. PROP.LANDSCAPE AREA / \
/ ORIGINAL DATE: 05115I2024
,88
Know what's below. — SHEET:I
rd
Call before you dig. v T

\ \ DF9EM-, a0XTa A o
j
� - - m n e $
RAINWATER AND REMOVAL OF ALL PREVIOUSLY PLACED MATERIAL RENDERED UNSUITABLE DUE TO .'6\. 5 �. _ �, i V1 U �li
m
WEATHER CONDITIONS OR CONSTRUCTION OPERATIONS,FINAL GRADING AND SEALING AND ALL NECESSARY //' 5cu9 // r `� �q.00'� W
AND INCIDENTAL ITEMS AS DETAILED OR REQUIRED TO COMPLETE THE COMPACTED LINER. / uT a1 EPDXY COATED STEPS '
`...... TEMP.POOLe
SOIL LINER FILL MATERIALS ARE POTENTIALLY ON SITE ON SITE SOILS THAT MEET THE FOLLOWING i , Luc Tos®Eo
REQUIREMENTS SHALL BE CLASSIFIED AS SOIL LINER FILL MATERIAL AND FOR USE IN CONSTRUCTION OF THE ® ~ RIP AP A 0 / T 44 r -f I L oR FICE ,R cF-FAINT WITH
COMPACTED SOIL LINER: 1 _RIP RA.Wi \ \ eevo pPIPEcoBr+os orvaEw srnNgp nrvT-T_ /i7C PROV aE S r CE Ns CAPV TH1. LIQUID LIMIT,PLASTICITY INDEX,AND PERCENT PASSING THE NO 200 SIEVE WILL BE CONSIDERED FOR ry ,.� PROP. PRON ►
PROPER CLASSIFICATION THE SOIL LINER MATERIAL SHALL HAVE A PLASTICITY INDEX GREATER THAN 20 - J Jl� =10.5' =- III IOR AS SUBSEQUENTLY SPECIFIED BASED ON LABORATORY TESTING,AND HAVE A SOIL PERMEABILITY OF A - ... '- �q/ N1;25.5%1%2.0• _ TOP VIEW OF GRATti1E-5CM/SEC OR SLOWER AS DETERMINED BY SOIL PERMEABILITY(ASTM D5084). -. =- \\e \ UCTURE
.i ., :_,._.,._j,....
2. SOIL LINER FILL MATERIALS SHALL BE REASONABLY FREE OF GYPSUM,FERROUS,AND/OR CALCAREOUS / PROP.RIP AP APRON 560 IM. OO Vf N 20c sT cwNcas corv [USHnLL aECONCRETIONS AND NODULES OR OTHER DELETERIOUS SUBSTANCES.SOIL LINER MATERIAL SHALL BE iir,,,
� / La=10;W1=45. g5g' Val aft.
` I e M 000 Ps AT zs DAYS MINIMUM
• PMTMIll
RAKED OR SIEVED BY THE EARTHWORK CONTRACTOR,IF NECESSARY,TO REMOVE ALL AGGREGATE _ W2=11.5;T-10 ^I ® \- ••CP /j /- ', F LSTRucTu F�--=- 1-•-m
GREATER THAN 1 INCH IN DIAMETER.NO MORE THAN 5 PERCENT OF THE SOIL LINER FILL MATERIAL - / POND TO BE LINED LITTORAL SHELF it AS"�/ Tov �
SHOULD BE RETAINED IN THE NO.4 SIEVE. FOREBAY EXCAVATE 1' WITH 12"THICK(MIN.) 10:1(TYP.)- d d d `
I BELOW DESIGN �556 CLAY LINER TO TOP / SEE DETAIL ``- i / / - ouTFUL NVE T(sw oo)
3. ALL CLAY CLODS WILL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A HOMOGENEOUS -3 JBgB2 CONTOURS TO 53].50 OF LITTORAL SHELF. L �� �1
CLAY SOIL PRIOR TO COMPACTION)THAT IS FREE OF CLAY CLODS GREATER THAN 2 INCHES IN DIAMETER. (�`• FOR SEDIMENT STORAGE�55q SEE NOTES ON THIS 533 o REEF tat t r F7 n
Iv 5, SHEET ff. I-I Iy
ir
411IIVIIIIIIII'
CONSTRUCTION. �� �� FESttD 4 11 1 f y2.00• OUTLET FRO '• IyFI7- FI7-1
�� * ' �.♦ ''I •� LEFT SIDE VIEW- FRONT VIEW ICJIL7I li
LaLnauL
s II--II II--II Er
1. CONSTRUCTION METHODS,SAMPLING AND TESTING WILL BE RECOMMENDED BY THE GEOTECHNICAL ' >�� : I` ' /\`1/' TYPE BEYOND TO BASE R V AN FLOATAr ON C4 F7 Fa r
T HCKsx
'-• BLOCK.BLOCK SHALL BE SECURED
ENGINEER.TYPICAL TESTS TO BE INCLUDED WILL BE MOISTURE CONTENT,IN-PLACE DENSITY, CA 40 47 1'1�' RISER WITH REana I-I I-I I-I I-I r 1tTI111lElff////
ATTERBERG LIMITS AND PERMEABILITY TESTING. 6� �,/ �� ��� ' PERIMETER BASE OF STRUCTURE. INSIDE CJL7 F]R F SAA C.4 <�/�/
g*� I yyN ".,,' �3' [] �g�]qr�q�] B�p�]_�' � ��N......Ro..„...,.....,,„5„
2.2. PRIOR TO SOIL LINER PLACEMENT,THE PREPARED SUBGRADE SHALL BE PROOFROLLED WITH A LOADED ' 'a jr 546 -+d♦1 ♦�1® / `\ SPACED le ON CENTER Nv sas5 I-I I-III-III-I-II-I I-II-I •�`�O>• 9''��
DUMP TRUCK MIN.20 TONS)OR SIMILAR RUBBER TIRED PNEUMATIC VEHICLE,A MINIMUM OF TWO PASSES 14�- ♦ '� RISER STRUCTURE ELEVATION DETAIL [] �y Ir -
IN EACH DIRECTION. ////F/E[IS'/#Bi / ;�� ® ®1t/tt♦ 1•g/�I� \ f I-I L'p = LICENSE NO.:II 539 t g 4�gl•T' / PROP.RIP AP ORIFICE-END OF PIPE
SHALL BE 12.BELOW r F-1407
3. LOOSE SOIL LINER FILL LIFT THICKNESS,PRIOR TO COMPACTION,SHALL BE A MAXIMUM OF fi INCHES. `Z1)I �I ♦♦ ��_ �/� ' ®' \ APRON PER yr] []r] []4
WATER DUALITY -I I-I I-I I-I I-I
THINNER LIFTS ARE PERMISSIBLE TO ACHIEVE DESIGN GRADE AND/OR SOIL LINER PROPERTY rV j/ /2711l FOREBAY dT♦ /''...0....,,.. La=10';W74.5' ELEVATION 69.02 LF a<2+•Rrn - >
SPECIFICATIONS. ♦ wz=1 t.s•:T=1o•• p�POI Iql�' _ c,
/% BERM-SEE 4. �♦1 ' \ 9NCLE oFFSET PROFlI£GA E Co A•'•..•....••.•'��1
�\ \ I IT' 2�*I WET POND-SCM N0.1 DETAIL(TYP.) ' '♦ 0�; A PROP.12'SCM ACCESS A>iSSOCIAi_S\A``
4. EQUIPMENT OR TRUCK TRAFFIC SHALL NOT BE PERMITTED DURING THE PERIOD BETWEEN SCARIFYING \ ` I�"I I/ BOTTOM ELEV?539.00 %Ke
-\ ////11f I1I11\♦�` /
AND COMPACTION OF A LIFT UNLESS APPROVED BY THE ENGINEER. ® I I '� TOP ELEV.555.00 \ X A DRIVE EASEMENT(15% 1
\ I g6 MA%GADE-5%MAX I I
TH AIR
\ / /'
(EXCAVATE V BELOW CONTOURS"+ PERMANENT POOL ELEV.546.50 b S CROSS-SLOPE)
Y I I,
5 TEMPERATURE BELOW 32 DEGREES SOIL LINER FILL SHALL NOT BE CF.IFED THESOIL LINER INER FILCTED LIFR FREEZES OR ICES THE FILNG SUSTAINED PERIODS L SECTION SECTION SHALL \\ 11 I''e I J/ SHOWN FOR SEDIMENT STORAGE) SO, ° m 9DTTQM .``p�jN Ili tl
moo SER !*,
BE RE-SCARIFIED AND RE-COMPACTED. \\ \ �4':--N•'_, / WET POND SHALL BE LINED WITH 12" -I OR EXCAVATE 1' .+.:m 1.-+::i.l.I RISER STRUCTURE SECTION DETAIL �� .'• //�I, %
lif` / THICK MIN.)CLAY LINER TO TOP \\/ BELOW DESIGN c.
6. THE COMPACTED SOIL LINER SHALL BE CONSTRUCTED TO THE MINIMUM THICKNESS SPECIFIED BY THE \ OF LITTOAL SHELF(SEE ® CONTOURS TO 537.50 �•Z �•'
PROJECT PLANS. \ \ ` SPECIFICATIONS THIS SHEET) FOR SEDIMENT STOAGE ° NOT TO SCALE �/ E.
`` / RISER STRUCTURE#1 DETAIL - 630
7. AFTER COMPLETION OF A SEGMENT OF COMPACTED SOIL LINER,BUT BEFORE INSTALLATION OF THE \\\ \ OUTLET CONTROL 0�' (WET POND SCM NO.1) 'U�
TOPSOIL PROTECTIVE LAYER,THE SURFACE OF THE SOIL LINER SHALL BE SURVEYED BY THE \ A``�_ / STRUCTURE(RISER 01) �q•,F �,•��
CONTACTOR TO ENSURE THE SPECIFIED THICKNESS OF COMPACTED SOIL LINER. \ \`\ \ \-N `044 T� -�� SSA /I I / ` ,/'�'•NG NEF:••A(-����
\\ R. \ FOREBAY • `/ /
\v BERM-SEE , iSNy , --1 - - / I I lllllll11111\`
\ ` DETAIL(TYP.) / _ 2024.10.31 2042:23-04'00'
S \ _ / EXCAVATE MAIN POOL 1'I 'S\ / / /
BMP NOTES: \ '\ \\ -iTp/ ` / `� BELOW DESIGN - Y 4 y, I / / 1:1®®®„'
\\ CONTOURS TO 538.00 S \ \ \ I LITTORAL SHELF MAINTAIN MIN.10'SETBACK
EMBANKMENT FILL MATERIALS \ �1•'`rTJ. FOR SEDIMENT STORAGE •9. I I / I / OUTLET STRUCTURE WITH W/TALL FESCUE FROM PROPERTY LINE TO
OUTSIDE TOE 1. BORROW MATERIAL SHALL BE CLASSIFIED AS ML,MH,CL OR CH SOILS ACCORDING TO THE UNIFIED SOIL \\ \ \ c `�``` \ 11 /l I I yO ( l I I POST CONSTRUCTOR CONTROLS EASEMENT
FREEBOPRDKFROMMTEMP. PLANTINGS0'MIN EMBANKMENT.OF SLOPE OF
CLASSIFICATION SYSTEM ASTM D2487 OR ANY MIXTURE OF THESE SOILS. \ \ •tij ` y I I ) 10'OFFSET FROM POOL ELEV. WIDTH
( ) \ & ` i y' I / / SLOPE BREAK 50 YEAR EVENT RIP RAP BERM AND O:t SLOPE
\ `I �'`` ��♦�� ' _ I I I STORMWATER STORAGE WEIR Cuss B RIP EMERGENCY SPILLWAY
2. BORROW MATERIALS SHALL HAVE A LIQUID LIMIT(LL)BETWEEN 40 AND BO AND A PLASTICITY INDEX PI \ \ I / / RAP 15"MIN.DEPTH. INVERTED WATER IF USED
( ) '` �', �� � -' g1P I / ( ♦ SEEQUALITY
OE ORIFICE
BETWEEN 15 AND 30(ASTM D4318). S3 \ �� �'•4_ / / / / S / 10 YEAR EVENT LOCATED THIS SIDE 6"FREEBOARD STABILIZE INTERIOR AND
low
®_ SCM 1 RISER / / / \ STORMWATER STORAGE SEE DETAIL 21.08 EXTERIOR OF EMBANKMENT
3. MATERIAL SHALL BE FREE OF TOPSOIL,ORGANIC MATERIAL,ROOTS,STUMPS,BRUSH,ROCKS LARGER 8 X/ \ `� 4A� 12'TOP I / / / ��, / / \Y/ y- _ 552.70 �� W.
t GRASS
S
THAN 3INCHES,SUBSOIL,DEBRIS,VEGETATION AND OTHER FOREIGN MATERIAL. ',/ � `� / / / C - I'MIN. :s-.s._:. _ .1"'"'"'"".„
OF BERM ILMPUHAHY P06L POST CONSTRUCTION
CONCRETE `\\ \\ •®` ♦ , / / / ',�,��* / / R. HEPDWPII ' �: 4 � WQV=597.81 _' CONTROLS EASEMENT
4. ALL MATERIAL CLODS SHALL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE - EMERGENCY \ -' \ / / / / I'I- / 1.0- 6- 10'OFFSET FROM
HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 31NCHES IN DIAMETER. SPILLWAY LITTORAL SHELF \O�`® / I���,�� / / PERMANENT POOL � � SLOPE BREAK
•SEE DETAIL \ \ ! i1. v�,/�'� / ___ _ .. S 546.50 - S - - 11111'Q
EMBANKMENT CONSTRUCTION Ryp.)\ 546.00 TO�].00'\ .��` y // l l -I / / III III III 'Sls I�� AA� M ��/����� _ _
\ \ \/ \! ` ` SCM MAINTENANCE / / / • / / INLET PIPE - L0P 5 ' ' LIllSTEP 1.SUBGRADE PREPARATION \ •
( /\ PROP.(SEE
DETAIL
` ' I ,- a0° 1 10 LITTORAL SH`F ,•-.L ,UA , III - - F F
\ COLLAR(SEE DETAIL 4. 550 REQUIREMENTS I _th _
1. COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS. / C\ \ ` THIS SHEET) ` -QU-' POSTED ON WEATHER I .% Il / ` , ENERGY DISSIPATOR 2:1 SLOPE STABILIZED IaCn III ,�I I I-I I 1-III I I-1I I-I 11- III w w\ \ \/ PROOF SIGN NEAR / �����*/ `�/ TO POND BOTTOM BACK OF
\ \ ' Sqg RISER STRUCTURE / row
I' \ sRwl�ofE - - _
2. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE. \ \ \ \ i nu/LET
r
///�//, / D SEDIMENT FOREBAY POND TO BE LINED STRUCTURE -EINFIXICED ENERGY w w
\ \ \` // / ' :" , Know what's below. ENTRANCE ELEV.-538.50 WITH 12"THICK LOCATED AT CONCRETE PIPE CONTROL D°I�iPATOR
3. SCARIFY SUBGRADE SURFACE TO A DEPTH OF 8 INCHES. \ \ \ S42_ ooc•//,i EXIT ELEV.-539.00 TOE OF t0:1 (RCP)REQUIRED MF�uRES U U
�� Call before OU III . SEDIMENT STORAGE ELEV.-537.50 (MIN.)CLAY LINER TO MNN POND SLOPE AND- FOR CURET PIPE. ON PROTECTION U
N \ INV.OUT=539.00�� i Y 9 TOPOF LITTOAL OUTLET m
4. PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS;FILL AND COMPACT TO DENSITY EQUAL TO OR \ / / / I .� GRAPHIC SCALE BOTTOM ELEV.=539.00 FLOTATION NO HDPE OR CRP PIPE O O O
/ 'jy NOTES: SHELF SEDIMENT STORAGE ELEV.=538.00 PAD PERMITTED.
GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL. \ \ PROP.RIP AP APRON / div SCM 1 FES / E 0
\ / La=13';W7�' _ \ av o ,5 av so 1. 4-6 INCH LAYER OF AMENDED SOIL IS RECCOMMENDED ON LITTORAL SHELF 4'T z
STEP 2:SEEPAGE KEY PLACEMENT \ \ C I W2=15';T=1.0' w y
/ AREA WHERE PLANTINGS ARE REQUIRED(SEE SOIL PARAMETERS IN SCM DESIGN w w w
1. SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS. \ \ \ i '- 11
MANUAL) - o o m
\ A \\ (IN FEET) o w w w
2. SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AS REQUIRED THROUGH \ \ \ \ 2. PROVIDE 20 ACCESS EASEMENT TO CONNECT WETPOND EASEMENT TO DEDICATED
1 INCH= 30 FT. E E E
GEOTECHNICAL SEEPAGE ANALYSIS.A MINIMUM BOTTOM TRENCH WIDTH SHALL BE IO FEET AND THE i `\\ \ \ \ RIGHT OF WAY. ACCESS ROAD SHALL HAVE MIN. 12'STABILIZED WIDTH,MAX. m
TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND BONDING BETWEEN \ 536-_ \ \ LONG.GRADE OF 15%,MAX.CROSS-SLOPE 5%
THE SIDEWALL SOILS AND SEEPAGE KEY FILL \ \\ \ \ \ A A .S
\ 3. DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE THROUGH
I \ \ Basin Permanent Pool Sta eStora a GEOTECHNICAL ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER SHALL BE e
STEP 3:EMBANKMENT FILL PLACEMENT \ 6.33 \ g g REQUIRED FOR EMBANKMENT SLOPES STEEPER THAN 3:1. c
ElEN ' Forebay Mi Area Forebay 02 Area Main Bay Area Total Area Forebay 01 Forebay Mi Forebay 82 Forebay 02 Main Bay Incr. Main Bay Total
1. EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3(HORIZONTAL)TO 1(VERTICAL)OR AS SHOWN ON THE \/, Fcr.Vol. Accumulated Fcr.Vol. Accumulated Vol. Accumulated Vol. Accumulated
i y WATER-TIGHT SEAL MUST BE PROVIDED BETWEEN ALL RISER AND PIPE JOINT
CONSTRUCTION DRAWINGS.DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE O$ Vol. Vol. Vol. CONNECTIONS. i
THROUGH GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR SLOPES STEEPER THAN 3:1. P 538.50 .00 sf .00 sf .00 sf .00 sf 0.00c1 000cf 0.00-of 0.00cf 0.00-cf 0.00cf 0.00-cf
'•'
UA 539.00 87.00 sf 324.00 sf 8,020.00 sf 6,431.00 sf 0.00-cf 0A0cf 0.00-cf 0.00cf 0.00-cf 0.00cf 0.00cf
2. FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 81NCHES IN THICKNESS AND BE b 540.00 177.00 sf 698.00 s1 8,771.00 s1 9546.00 a1 132.00, 132.00-cf 511.00-cf 511.00-cf 8,39550cf 8,395.50-c 9,038.50-cf =
COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR(ASTM D698)MAXIMUM a 541.00 297.00 sf 1,101.00 s1 9,554.00 s1 10,952.00 a1 237.00. 369.00. 899.50. 1,410.50-d 9,16250cf 17,558.00. 19,337.50-cf
DRY DENSITY,OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS. $0 542.00 446.00 sf 1533.00 s1 10,370.00 sf 12,349.00 a1 37150<f 740.50-cf 1,317.00-cf 2,727.50-d 9,962.00, 27,520.00-d 30,988.00cf
543.00 627.00sf 1094.00s1 11219.00sf 13,840.00al 53650 1,277.00-cf 1,76350-cf 4,491.00-d 10,79450cf 38,314.50-d 44,082.50cf WETPOND PROFILE 11
3. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE THE 544.00 837.00 sf 2,463.00 sf 12,100.00 sf 15,420.00 sf 732.00CI 2,00900-cf 2,23850cf 6,729.50-cf 11,65950cf 49,974.00-d 58,712.50cf Q
OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED,OR AS OTHERWISE APPROVED BY THE ENGINEER. 545.00 1,077.00 sf 3,002.00 sf 13,01400 sf 17,093.00 sf 95700-0. 2,96500. 2,742.50. 9,472.00-cf 12,557.00, 62,531.00-cf 74,969.00cf �+
4. FILL SOILS SHOULD BE PLACED IN CONTINUOUS,HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. 546.00 1,348.00 sf 3,548.00 sf 13,961A0 sf 16,657.00 sf 1,21250cf 4,178.50-cf 3,275.00cf 12,747.00-cf 13,48750cf 76,018.50-cf 92,944.00cf -, p
EXISTING SLOPES GREATER THAN 4(HORIZONTAL):1(VERTICAL)SHALL BE BENCHED TO PROMOTE 546.50 .00 sf .00 s1 22943.00 sf 22043.00 a1 O.00d 4,17850-cf 0.00cl 12,747D0-d 922600<i 85,244.50-cl 102,170.00cf , 00
BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS.BENCHING SHALL BE PERFORMED AT MAXIMUM %Forebay= 18.86%GOOD PLAN VIEW BAFFLE 3RD BAFFLE: NOTES: p
OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FET HORIZONTALLY OR AS Required PPE= 506.3441 SEDIMENT BASIN HARDWARE
SPECIFIED ON DAWINGS, Proposed PPE= 506.5041 DESIGN CRITERIA CLOTH 1. REFER TO NCESCPDM Z
C%-" SURROUNDING SECTION}/6.61 FOR
5. WITHIN THE UPPER 2 INC ES OF EMBANKMENT,FILL SOILS SHOULD BE COMPACTED TO 100%OF ITS 1•n,; SKIMMER ADDITIONAL DESIGN Q
STANDARD PROCTOR(ASTM D698)MAXIMUM DRY DENSITY. DRAINAGE SPECIFICATIONS J
AREA >10 AC' '1r4 REGARDING SEDIMENT
Basin Detention StageStorage Above Permanent Pool Elevation (ACRES) <100 AC. a Um!
6. FILL AGAINST SUPPORTED STRUCTURES.DO NOT FILL AGAINST UNSUPPORTED STRUCTURES. -�' 10' BASINS. ��/I��
Elev. Contour Area Incr.Vol Accumul.Vol. INFLOW MIN. Q y/
7. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE IN 546.50 22,94300 sf 0.00 cf 000 d STRUCTURE "'Id; _ 2. REFER TO STD.
PLACE. 547.00 26,871.00sf 12453.50 cf 12,453 50 cf MIN. VI 0524.1 FOR BAFFLE
518.00 29,622.00 sf 28,246.50 cf 40,70000d LENGTH TO '!i - SPACING AND
z:1 =.,.... 0 2
8. PLACE A MINIMUM OF 6 INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE 549.00 32,058.00 sf 30,840.00 cf 71,540 00 d WIDTH RATIO i..51.
d eaele P. '.,j __ _ INSTALLATION. I'a
CL
GROWTH. 550.00 34,549.00 sf 33,303.50 cf 104,843.50CD Ti_���i'�i� ;g'I --------- a., .
551.00 37,098.00 sf 35,823.50 cf 140,667.00of /4I' ISER 3. FIRST BAFFLE IS TO a
STEP 4:OUTLET PIPE FILL PLACEMENT 552.00 39,703.00sf 38,400.50 cf 179,067.50 of BE CONSTRUCTED OF
Wd 553.00 42,364.00sf 41,033.50of 220,101. MAX. SKIMMER RIP-RAP AND 05
LENGTH TO 6:1 AVERAGE AREA* " DEWATERING WASHED STONE,WITH w
EL 1. FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS AROUND THE 554.00 45,083.00 sf 43,723.50 cf 263,824.50 of
WIDTH RATIO WIDTH W-- L IIy DEVICE Z
5 OUTLET STRUCTURE AND ABOVE THE CULVERTS. 555.00 47,857.00 sf 46,470.00 cf 310,294.50 d I`; A MIN. HEIGHT OF 3'
AND MIN.TOPWIDTH
3 2. COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS. TRENCH MIN. 1800 *AREA OF BASIN WATER 4a L=20 OF 2'. a
SURFACE AT TOP OF MIN./ w
VOLUME (CU.FT. ♦••
3. COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR(ASTM D698)MAXIMUM REQUIRED PER AC. PRINCIPAL SPILLWAY CIDRY DENSITY.COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT WET POND MAINTENANCE-DEWATERING I WIDTH �1 4. FLASHBOARD RISER r
TRENCH y DISTURBED) NOT PERMITTED FOR c
so ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED OR AS OTHERWISE APPROVED BY THE A..,� GRADE r WIDTH CROSS-SECTION VIEW SEE NOTE(1 USE IN THE TOWN C
ENGINEER. 1. POND IS TO BE PUMPED TO DRAIN FOR MAINTENANCE AND REPAIR NEEDS. II - iL - _ _ '• -'- w EMBANKMENT OF WAXHAW
L F '.'Ire J'�I O= 2' = 1'FREEBOARD
III W ,--II IIIPI Z I0i1 435 6"MIN. INVERT ELEVATION ��/I��
2 4. ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE 2. CONTRACTOR SHALL SUPPLY PUMP,HOSE AND OTHER REQUIRED APPURTENANCES AS REQUIRED TO � 'I W Il MIN SURFACE SO. FT. INFLOW v/
IIII W 11= ( OF EMERGENCY SPILLWAY
= EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION. DRAIN THE PERMANENT POOL WATER VOLUME FROM THE STORM WATER CONTROL MEASURE(SCM)WET i III W _-1� il'i 1 bit AREA PER CFS STRUCTURE \� FT C POND. 111 O d - ~ REQUIRED Q10) PRIMARY SPILLWAY(RISER)-� 1
S 5. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS AND FILTER MEDIA ARE _ II: --:Fr 2'MIN -_-1 'I
n INSTALLED. 3. PUMP/HOSE INLET SHALL BE SECURED AT LEAST 6"ABOVE THE BOTTOM OF THE WET POND TO PREVENT N - --
m a-
U
I .r -
a = z
7.7 SEDIMENT INTAKE AND DISCHARGE. .® ]0 N 6 ® - II DEWATERING ♦ 'gz-. ! _{,ID' 1/1
`- FIELD QUALITY CONTROL tln= -IMEga F 36" I ---- .II:< ZONE ��♦ H dE2 EMERGENCY
g 4. SCM WATER LEVEL SHALL BE LOWERED AT A MAXIMUM RATE OF 12 INCHES PER DAY.CONTRACTOR 12'JJ II-_ ql 24 II , FILTER FABRIC -�-" VA. � SPILLWAY 2
1. PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422,ASTM D898,ASTM D2218 AND SHALL BE RESPONSIBLE FOR MONITORING WATER LEVEL THROUGHOUT THE DURATION OF PUMPING. 'il- �. + Ill I RCP/'q, I. 36•• Q
ASTM D431 B. -
5. PUMP DISCHARGE SYSTEM SHALL BE EQUIPPED WITH A SILT FILTER BAG WHICH SHALL BE TEMPORARILYal - ANTI-SEEP II:•N �/ SEDIMENT ANTI-SEEP =
2. TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL PLACED,WHEN INSTALLED NEAR THE WET POND'S PERMANENT OUTFALL RIP RAP APRON. •'' COLLAR ..L DATA BLOCK STORAGE ZONE BAFFLE COLLAR U1
_ MATERIALS USED FOR EMBANKMENT FILL CHANGE,AND/OR AS DIRECTED BY THE ENGINEER. iiJ�� NOT TO SCALE
6. CONTRACTOR SHALL ENSURE THAT THE FILTER BAG OUTFLOW DISCHARGES AT A NON-EROSIVE I -i J MA BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT I{ Z L T yy SKIMMER SKIMMER PROJECT INFORMATION
3. SAMPLE SIZE SHALL BE 50 LB. VELOCITY. '�III '+' II=1I AREA AREA Q+o KL UIKLU F'k UVIULU Ky GIK p HH VI U DEPTH (FT.) FEET FEET (FEET)(FEET)(FEET) PIPE ORIFICE
I"II. ACRES (ACRES) H/2 ( )(WET) DIAMETER DIAMETER PROJECT MANAGER: MRR
g -1.1 ANTI-SEEP COLLAR 12' � (ACRES) ( (cuuelc FT.)jcuelc FT.) tE nt: (S�'
4. PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556 OR ASTM D2937 AND 7. CONTRACTOR SHALL VERIFY THAT NO SEDIMENT DISCHARGE OCCURS DOWNSTREAM OF PUMPING I(O'-- '1.
I 1 CLASS B CONCRETE SCM HI 17.96 AC 17.96 AC 34 CFS 32,329 310,295 14,948 47,857 4.25 4.5 8.5 20 1 12 2 2
36' - DESIGNED BY: SAV
c NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216. OPERATION.
3 PLAN VIEW SECTION A-A - DRAWN BY: SAV
5. FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS: 8. AT THE CONCLUSION OF THE PUMPING OPERATION AND POND MAINTENANCE,THE CONTRACTOR SHALL
EMBANKMENT FILL: REMOVE THE SILT ACCUMULATED IN THE FILTER BAG TO AN OFFSITE LOCATION. PROJECT NUMBER 2340409
EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF I PER 2,500 SQ.FT. TOWN OF WAXHAW
PIPE INSTALLATION: 9. CONTACTOR SHALL THEN REMOVE PUMP,HOSE,AND APPURTENANCES AND RETURN THE WET POND ANTI-SEEP COLLAR ENGINEERING DESIGN SEDIMENT BASIN (-STD NO REV ORIGINAL DATE: 05/15/2024
EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF I PER 30 LF OF PIPE BACK TO NORMAL OPERATION.P. STANDARDS 504.1 SHEET:
\ NOT TO SCALE / \
6. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS,REMOVE WORK,REPLACE AND
E RETEST. C4a7

I\ \ I s\ /1 WET POND MAINTENANCE-DEWATERING Lv el
COMPACTED SOIL(CLAY)LINER SPECIFICATIONS ( HINGED INIZED ACCESS GRATE VA of BERM 30%30 n corvc.EDcw .mre• m
�� \ uN \ f 1. POND IS TO BE PUMPED TO DRAIN FOR MAINTENANCE AND REPAIR NEEDS. "" " ' "�Tov m .4E ry
THE BMP POND SHALL INCLUDE A COMPACTED SOIL LINER.THE EARTHWORK CONTRACTOR SHALL FURNISH -� \ 07
\ \ \ PROP.12'SCM ACCESS W ~5.0'x5.0'SQUARE AND FLUSH FK WITH TOP w o 2 E m 2 N
IrvlzsO sp.can CRATE SHALL eE
RECESSED INTO
PRECAST STRUCTURE
INSIDE
ALL LABOR,MATERIAL,SUPERVISION,AND EQUIPMENT TO COMPLETE THE COMPACTED SOIL LINER FOR THE 2. CONTRACTOR SHALL SUPPLY PUMP,HOSE AND OTHER REQUIRED APPURTENANCES AS REQUIRED TO - yy
/ DRIVE EASEMENT(15% Q y m _ .5 $
o0
,,,,,,,,,,,,,,,,,,,,,,,,, B B
POND,INCLUDING HAULING SIEVING,RAKING,Y PLACEDG COMPACTING,IARENDEREDRE WETTING REMOVAL OF DRAIN THE PERMANENT POOL WATER VOLUME FROM THE STORM WATER CONTROL MEASURE(SCM)WET ■ • O O
520 (CROSS-SLOPE)
S-SLOPE) MAX CL t
AND TER AND ITEMS
AS ALLPREVIOUSLY MATERIAL UNSUITABLE DUE TO •- - -� , (CROSS-SLOPE) W I 10 u'� $om
WEATHER CONDITIONS OR CONSTRUCTION OPERATIONS,FINAL GRADING AND SEALING AND ALL NECESSARY \ • POND. W 0 ,..,
AND INCIDENTAL ITEMS AS DETAILED OR REQUIRED TO COMPLETE THE COMPACTED LINER. ` \ 525 • w \% \ 3. PUMP/HOSE INLET SHALL BE SECURED AT LEAST 6"ABOVE THE BOTTOM OF THE WET POND TO PREVENT 5.00'�
' , •"` ` SEDIMENT INTAKE AND DISCHARGE. B s11.so B- EPDXY COATED STEPS ••••
TN
SOIL LINER FILL MATERIALS ARE POTENTIALLY ON-SITE.ON-SITE SOILS THAT MEET THE FOLLOWING \ I TEMv.voa STRUCTURE
SIDE OP
REQUIREMENTS SHALL BE CLASSIFIED AS SOIL LINER FILL MATERIAL AND FOR USE IN CONSTRUCTION OF THE 530 4. SCM WATER LEVEL SHALL BE LOWERED AT A MAXIMUM RATE OF 12 INCHES PER DAY.CONTRACTOR sMAX
raUCTURE®14'O.c.
•P w iff, p
COMPACTED SOIL LINER: tgAIL ^ ��� SHALL BE RESPONSIBLE FOR MONITORING WATER LEVEL THROUGHOUT THE DURATION OF PUMPING. III ��
1. LIQUID LIMIT,PLASTICITY INDEX,AND PERCENT PASSING THE NO.200 SIEVE WILL BE CONSIDERED FOR \ 5. PUMP DISCHARGE SYSTEM SHALL BE EQUIPPED WITH A SILT FILTER BAG WHICH SHALL BE TEMPORARILY 1_ _ - 20 of BEND- Ww OSILVER aeE 3TE8s
PROPER CLASSIFICATION.THE SOIL LINER MATERIAL SHALL HAVE A PLASTICITY INDEX GREATER THAN 20 �- _ INSTALLED NEAR THE WET POND'S PERMANENT OUTFACE RIP RAP APRON. wv.51450 ND(ERE I *••:�...,,..•.
OR AS SUBSEQUENTLY SPECIFIED BASED ON LABORATORY TESTING,AND HAVE A SOIL PERMEABILITY OF - eBvoNOIwnL�L) INSIDE of
IE-5 CM/SEC OR SLOWER AS DETERMINED BY SOIL PERMEABILITY(ASTM D5084). ® 8. CONTRACTOR SHALL ENSURE THAT THE FILTER BAG OUTFLOW DISCHARGES AT A NON-EROSIVE r •�!• TOP VIEW OF GRATE
1lik VELOCITY. IIII I
2. SOIL LINER FILL MATERIALS SHALL BE REASONABLY FREE OF GYPSUM,FERROUS AND/OR CALCAREOUS -aFILL BOTTOM 3.50.OF
CONCRETIONS AND NODULES OR OTHER DELETERIOUS SUBSTANCES.SOIL LINER MATERIAL SHALL BE %■� �\ T. CONTRACTOR SHALL VERIFY THAT NO SEDIMENT DISCHARGE OCCURS DOWNSTREAM OF PUMPING L BE
RAKED OR SIEVED BY THE EARTHWORK CONTRACTOR,IF NECESSARY,TO REMOVE ALL AGGREGATE \ IA_ ■_ -il r• OPERATION. 4000 E.Ps nT za OnvsCNMUM. t
GREATER THAN 1 INCH IN DIAMETER.NO MORE THAN 5 PERCENT OF THE SOIL LINER FILL MATERIAL y sTRucTuaE(mToo)
SHOULD BE RETAINED IN THE NO.4 SIEVE. ,.IF " N \\ 8. AT THE CONCLUSION OF THE PUMPING OPERATION AND POND MAINTENANCE,THE CONTRACTOR SHALL ` Tov of 0T�\
_ n \ \\ REMOVE THE SILT ACCUMULATED IN THE FILTER BAG TO AN OFFSITE LOCATION. • -• , •� f0000
3. ALL CLAY CLODS WILL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A HOMOGENEOUS * - \
CLAYSOIL(PRIOR TO COMPACTION)THAT IS FREE OF CLAY CLODS GREATER THAN 2 INCHES IN DIAMETER. 7,..\\,
\ \1111111 9. CONTRACTOR SHALL THEN REMOVE PUMP,HOSE,AND APPURTENANCES AND RETURN THE WET POND �''�` - T,00 -1I-1\ BACKTO NORMAL OPERATION. I .e•. � P1Re1feT NOELF1o1 1:I-yI CJ�R„ _CONSTRUCTION: 7 LyR �II�
\ ` LEFT SIDE VIEW L s FRONT VIEW �IIHII II-[IIIH
1. CONSTRUCTION METHODS,SAMPLING AND TESTING WILL BE RECOMMENDED BY THE GEOTECHNICAL \ \ I OUTLET BEYOND :Hun IN
ENGINEER.TYPICAL TESTS TO BE INCLUDED WILL BE MOISTURE CONTENT,IN-PLACE DENSITY, .1 \ \ \ �, 1� IHIE
ATTERBERG LIMITS AND PERMEABILITY TESTING. ® L LITTORAL SHELF vl REBAR
PSPACED 18"ON CENTER AROUND
ERIMETER TO BASE OF RIBASE SER WITHM STRUCTURE. - -y^- 1 • I-ILF `,1``IN I�gR��i'�
\ e� SCreEE DETAIL) ) 8�'c INSIDE Nv-51o5 - •• ICI - rF �����,•'• •'•.���
2. PRIOR TO SOIL LINER PLACEMENT,THE PREPARED SUBGRADE SHALL BE PROOFROLLED WITH A LOADED �] �]
DUMP TRUCK(MIN.20 TONS)OR SIMILAR RUBBER TIRED PNEUMATIC VEHICLE,A MINIMUM OF TWO PASSES �� siaucivaE IIII ILyII-II I[]I '_yI[] .00 LF CO ae'RCP aT 050C VA TN )• ••• k7 S.
IN EACH DIRECTION. `- / RISER STRUCTURE ELEVATION DETAIL - - , - INCLE oFFscr PRDFn[COSCET Jarvis p
) 1
��j N' �I IBM IBI�I-INIP
-
• \ I \ \ :::
• LICENSE NO.:3. LOOSE SOIL LINER FILL LIFT THICKNESS,PRIOR TO COMPACTION,SHALL BE A MAXIMUM OF 6INCHES. \ r-uC 4 F-1407THINNER LIFTS ARE PERMISSIBLE TO ACHIEVE DESIGN GRADE AND/OR SOIL LINER PROPERTY \ / Q POND TO BE LINED Know what's below. PER .. ..SHALL BE 12-BELOW - +1.
SPECIFICATIONS. I I \I ��\ WITH 12"THICK(MIN.) Call before ELEVAT ON ' p�GIC71 IgIK' 4"`\ 534- ' !TI `q CLAY LINER TO TOP youdig. __ /.;A•'••...,,,,...''
4. ANDEQUIPMENT OR TRUCK TRAFFIC SHALL NOT BE COMPACTION OF A LIFT UNLESS APPROVED BPERMITTED
TI THE NGINEERTHE PERIOD BETWEEN SCARIFYING 1 OF I \ \ SEE NOTES ON THIS /L SHELF. ///4�,�OC ATE°P`.
11111111\ J/
O SHEET
5. SOIL LINER FILL SHALL NOT BE PLACED OR COMPACTED DURING SUSTAINED PERIODS WITH AIR \` SCM MAINTENANCE 11\II I I I IIf�
TEMPERATURE BELOW 32 DEGREES F.IF THE SOIL LINER FILL FREEZES OR ICES THE FILL SECTION SHALL `\� / / smao eprTo.M � nNA\ A
1 REQUIREMENTS jN A u
BE RE-SCARIFIED AND RE-COMPACTED. I
OUTLET CONTROL _ SCM 2RISER POSTEDON WEATHER / / src., f1 RISER STRUCTURE SECTION DETAIL �.w`���• ��n'
6. THE COMPACTED SOIL LINER SHALL BE CONSTRUCTED TO THE MINIMUM THICKNESS SPECIFIED BY THE STRUCTURE(RISER#2) IIIIIIe I PROOF SIGN NEAR ��//�%
PROJECT PLANS. __I -� HII IIIIII.I'llll \ RISER STRUCTURE / / NOT TO SCALE / �':
1, Jl '
T. AFTER COMPLETION OF A SEGMENT OF COMPACTED SOIL LINER,BUT BEFORE INSTALLATION OF THE EXCAVATE MAIN POOL I' I I ��• ,1 ( N- SCM 2 FES / RISER STRUCTURE DETAIL = '/ 038830
TOPSOIL PROTECTIVE LAYER,THE SURFACE OF THE SOIL LINER SHALL BE SURVEYED BY THE BELOW DESIGN • 1i6"RCAr (WET POND SCM NO.2) .'E0:
CONTRACTOR TO ENSURE THE SPECIFIED THICKNESS OF COMPACTED SOIL LINER. CONTOURS TO 502.00 I lip
�� INV.OUT=510.0U/ 9T•FN F,e-'.4ww'
FOR SEDIMENT STORAGE . � I I
I I
` •� J / j ,CNE.••,y-`CONCRETE EMERGEN Y I l I f / r 2024.10.31 20;4239 04'00'
BMP NOTES: SPILLWAY-SEE DETAIL - '` / .•,01' -
EMBANKMENT FILL MATERIALS m�I f \ '0 LITTORAL SHELF MAINTAIN MIN.10'SETBACK1. BORROW MATERIAL SHALL BE CLASSIFIED AS ML,MH,CL OR CH SOILS ACCORDING TO THE UNIFIED SOIL - 1„fai
PROP.RIP RAP APRON OUTLET STRUCTURE WITH W/TALLFESCUE FROM E TOEROF LINE TO
POST CONSTRUCTIONTRASH RACK.6"MIN. PLANTINGS- OUTSIDE TOE OF SLOPE OF
CLASSIFICATION SYSTEM(ASTM D248])OR ANY MIXTURE OF THESE SOILS. 1 PROP.ANTI-SEEP La=20';W1=9' FREEBOARD FROM TEMP. 10'MIN. EMBANKMENT.
CONTROLS EASEMENT
I COLLAR(SEE DETAIL W223';T10' t0'OFFSET FROM POOL ELEV. WIDTH
2. BORROW MATERIALS SHALL HAVE A LIQUID LIMIT ILL)BETWEEN 40 AND 60 AND A PLASTICITY INDEX(PI) I--I THIS SHEET) SLOPE BREAK 50 YEAR EVENT WIEIRRCUSSRB RIP 0:1 SLOPE EMERGENCY SPILLWAY
BETWEEN 15 AND 30(ASTM D4318). PROP.RETAINING WALL U I STORMWATER STORAGE INVERTED WATER IF USED
RAP 15"MIN.DEPTH. OVALIN ORIFICE
(DESIGNED BY OTHERS) II
LOCATED THIS SIDE 6"FREEBOARD
3. MATERIAL SHALL BE FREE OF TOPSOIL,ORGANIC MATERIAL,ROOTS,STUMPS,BRUSH,ROCKS LARGER (SEE GRADING PLANS 10 YEAR EVENT STABILIZE INTERIOR AND
THAN 3 INCHES,SUBSOIL,DEBRIS,VEGETATION AND OTHER FOREIGN MATERIAL. FOR MORE INFORMATION) I I / STORMWATER STORAGE SEE DETAIL 21.08 EXTERIOR
OF EMBANKMENT
Q 515.36 �� 3:1 SLOAPE
R
4. ALL MATERIAL CLODS SHALL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE y^� _ I'_MIN. I a-.•._:. _ _ 1 •-•-•-5?
' ILMP HAHY POOL POST CONSTRUCTION
HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER. • I O HEPDWPII F�: 4 _\ WQV=511.80 � � , CONTROLS EASEMENT
EMBANKMENT CONSTRUCTION I 510.50 4 6
PERMANENT POOL
FOREBAY I f III III III "gar z //////.��////////Zed///AI _
STEP 1:SUBGRADE PREPARATION BERM-SEE of sfo ` W E . L _
DETAIL(TYPJ II - _ v ' V INLET PIPE 10 LITTORAL 5N`F -• ry"`� ' III III , -III-
1. COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS. \ 'S10 ; AL .1�aa� ,Iat:wa I _ - i i
2. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE. \ \ \ 508 iy Tpp / ENERGY DISSIPATOR 2:1 SOLOPONDT BOTTOM III- -111-111-111 11-1I1=11 1-III- C a a
\ \ \ 3:1 -.._, I OF BERM • WET POND-SCM NO.2 PROVIDE 3 5 53. SCARIFY SUBGRADE SURFACE TO A DEPTH OF 6 INCHES. \ - I 6 BOTTOM ELEV.503.00 i
\ • b SEDIMENT FOREBAY POND TO BE LINED -EINFIXKED CONTROL R\� \ f O TOP ELEV.51T.00 ENTRANCE ELEV.-502.50 WITH 12"THICK CONCRETE PIPE CENSURES C K L
4. PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS;FILL AND COMPACT TO DENSITY EQUAL TO OR / H PERMANENT BELOW CONTOURSOOL .50 EXIT ELEV.-501.50 (MIN.)CLAV LINER TO FOROUTLET PIPE
ON I: u cr3i U
;'-,:,,2 (EXCAVATE 1'BELOW SEDIMENT STORAGE ELEV.-501.50 1ANN POND ANTI- OUTLET PIPE.
GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL. \ 1TOP OF LITTORAL BOTTOM ELEV.=503.00 ROTATION NO HDPE OR CMP 'We. O f0
I / SHOWN FOR SEDIMENT STORAGE) NOTES: SHELF PIPE 0 0 0
SEDIMENT STORAGE ELEV.=502.00 PPD PERMITTED.
STEP 2:SEEPAGE KEY PLACEMENT ( WET POND SHALL BE LINED WITH
1 FOREBAY EXCAVATE 1' / 12"THICK(MIN.)CLAY LINER TO 1. 4-6 INCH LAYER OF AMENDED SOIL IS RECCOMMENDED ON LITTORAL SHELF 50 z z
1. SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS. BELOW DESIGN , /' / TOP OF LITTORAL SHELF(SEE AREA WHERE PLANTINGS ARE REQUIRED(SEE SOIL PARAMETERS IN SCM DESIGN U w w
/' CONTOURS TO 501.50 I�■• f / SPECIFICATIONS THIS SHEET) MANUAL) a a i u
2. SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AS REQUIRED THROUGH FOR SEDIMENT STORAGE • O w w w w
GEOTECHNICAL SEEPAGE ANALYSIS.A MINIMUM BOTTOM TRENCH WIDTH SHALL BE 10 FEET AND THE /r `' I 2. PROVIDE 20 ACCESS EASEMENT TO CONNECT WETPOND EASEMENT TO DEDICATED
TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND BONDING BETWEEN i /I /� LITTORAL SHELF / z
510.O0 TO 511.00 RIGHT OF WAY, ACCESS ROAD SHALL HAVE MIN. 12'STABILIZED WIDTH,MAX. W IV
THE SIDEWALL SOILS AND SEEPAGE KEY FILL. /' n ® _ 1 TRENCH LONG,GRADE OF 15%,MAX.CROSS-SLOPE 5%„ a p
STEP 3:EMBANKMENT FILL PLACEMENT V b ® w / / _I WIDTH I- TRENCH y 3. DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE THROUGH W `" C C A
I/ ', '-..� GRADE I- WIDTH 1 GEOTECHNICAL ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER SHALL BE o HS
immenia.
1. EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3(HORIZONTAL)TO 1(VERTICAL)OR AS SHOWN ON THE / ] "•I / '-JL = REQUIRED FOR EMBANKMENT SLOPES STEEPER THAN 3:1, c c _ 3
CONSTRUCTION DRAWINGS.DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE I / I Li F I'I I IIII z 6- 2' III)I II e
THROUGH GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR SLOPES STEEPER THAN 3:1. _� -� III W d MIN Tf 4. WATER-TIGHT SEAL MUST BE PROVIDED BETWEEN ALL RISER AND PIPE JOINT
I I/ '7---•':
I-w :rI1 ;0 3fi _ CONNECTIONS. i2. FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS AND BE / / ) I d II ~ 'III-INCOMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR ASTM D698 MAXIMUM / / d j.I IIII I ';'IIDRY DENSITY,OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS. ( ) iJ� 7// ► % f / ® M 6" ® _ i
3. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE THE FES#Ei I /* Z S4 -' i
OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED OR AS OTHERWISE APPROVED BY THE ENGINEER. y I �' 12"� [It
36•''• 1` ,2,• WETPOND PROFILE a
4. FILL SOILS SHOULD BE PLACED IN CONTINUOUS,HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. , / l ` ` I �I L 1 III •'1 RCP A 1I^ 54"" `\
EXISTING SLOPES GREATER THAN 4(HORIZONTAL):1(VERTICAL)SHALL BE BENCHED TO PROMOTE PROP.RIP RAP APRON I \ I I•,NI _// 11 ` O
BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS.BENCHING SHALL BE PERFORMED AT MAXIMUM La-22';W1-10.5' ` , /4 II Ii1 COLLAR IL - _I 1- `
OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FET HORIZONTALLY OR AS W2=25.5'T-2.0' �,� � I/ R-- PLAN VIEW BAFFLE NOTES:
SPECIFIED ON DRAWINGS. `• / / ly / ''.(I _�I) 3RD BAFFLE: O
SEDIMENT BASIN HARDWARE
/ I= ._qI) ' DESIGN CRITERIA CLOTH 1. REFER TO NCESCPDM
5. WITHIN THE UPPER 12 INCHES OF EMBANKMENT,FILL SOILS SHOULD BE COMPACTED TO 100%OF ITS 1t 11 / / /-. II ANTI-SEEP COLLAR. 12" -ll SURROUNDING
STANDARD PROCTOR(ASTM D698 MAXIMUM DRY DENSITY. • / / / II SECTIONITIO }L DE FOR
) I ' DME2 / / 11 ^.11, CLASS B CONCRETE 54' .� SKIMMER ADDITIONAL DESIGN
DRAINAGE a. SPECIFICATIONS J
6. FILL AGAINST SUPPORTED STRUCTURES.DO NOT FILL AGAINST UNSUPPORTED STRUCTURES. / SECTION A-A AREA >10 AC. �!�
I H PLAN VIEW REGARDING SEDIMENT CL LU
T. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE IN h� ` (ACRES) <100 AC. INFLOW 1.• 1I BASINS.
PLACE. rg, / / STRUCTURE (e`• MIN. 2. REFER TO STD.
8. PLACE AMINIMUM OF INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE Ii* •, // / ANTI-SEEP COLLAR MIN. #524.1 FOR BAFFLEGROWTH. , / 4r \ NOT TO SCALE / WIDTHT RATIO F -
2:1 Ji���� % SPACING AND
1 :.. ,( INSTALLATION. 0
STEP 4:OUTLET PIPE FILL PLACEMENT /' / /
�• ISER 3. FIRST BAFFLE IS TO F
�' ' BE CONSTRUCTED OF
1, FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS AROUND THE J I e MAX. ''� SKIMMER
NoarH OWENTEO To 6.1 „ RIP-RAP AND5
OUTLET STRUCTURE AND ABOVE THE CULVERTS. Nc awD lNAo eaao111 LENGTH TO AVERAGE AREA* DEWATERING WASHED STONE,WITH w
GRAPHIC SCALE WIDTH RATIO WIDTH W= Ali DEVICE Z
'i s's A MIN. HEIGHT OF 3'
2. COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS. )�y'
AND MIN.TOPWIDTH
Of 3. COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR(ASTM D698)MAXIMUM �9 - . z1111 MIN. 1800 *AREA OF BASIN WATER 4• MIN./ OF 2 9
DRY DENSITY.COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT VOLUME (CU.FT. SURFACE AT TOP OF
PER AC. PRINCIPAL SPILLWAY 4. NOTDASHBOARDPIT RISER N
ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED OR AS OTHERWISE APPROVED BY THE REQUIRED NOT PERMITTED FOR C Q
ENGINEER. IN FEET Basin Permanent Pool Stage/Storage DISTURBED) USE IN THE TOWN
( ) CROSS-SECTION VIEW SEE NOTE t3
1 INCH= 40 FT. Elev. Forebay#1 Area Forebay#2 Area Main Bay Area TotalArea Forebay#1 Forebay#1 Forebay i{2 Forebay i{2 Main Bay Main Bay Total OFEMBANKMENT OF WAXHAW .14. ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE Incr.Vol. Accumulated Incr.Vol. Accumulated Incr.Vol. Accumulated Vol. Accumulated 1'FREEBOARD
EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION. Vol. Vol. Vol• . 435 INFLOW 6"MIN. INVERT ELEVATION N ?
D'06i1 SURFAC AREA E PER CFS STRUCTURE(SQ. FT. OF EMERGENCY SPILLWAY T OJ
5. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS AND FILTER MEDIA ARE 50300 22800 sf 00et 530600 et 555400 at u00c1 u00c1 000n 000cf 000-ci 000c1 0.00cf a.
INSTALLED. 504.00 48200 sf .00 sf 6,36100st 6893.00 sf 355.00cf 35500-M 000-0 000cf 5,833.50-cf 5,833.50-cf 6,188.50-cf REQUIRED Q10) PRIMARY SPILLWAY(RISER)
505.00 910.00 sf 00 sf ]444.00sf 8,354.00 sf 696.00cf 1,05100cf 000.0 OOOcf 6902.50 cf 12,]36.o00T 13,]8].fXFd L 2 MIN. -'<--, Si
FIELD QUALITY CONTROL 506.00 1,535.00 sf OD sf 855]00 sf 10092.00 of 1,22250cf 2,2]350cf o00-tl OOOcf BDDD.5D cf 20,]38.SOcf 23,m O.ODcf DEWATERING 2 00
'° 50].00 2,192.00 s1 00sf 969900 of 1189100 of 1,86850c1 4,13]OOCI 000-N 000cf 800c1 29,86450ct 34,001.50cf IIp2" - \ W
i 1. PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422,ASTM D698,ASTM D2216 AND 50800 2,879.00 s1 00 s1 10,869 00 s1 13,748.000 2,53650c1 B,6r250c1 000.0 000cf 40001 40,148.50d 48,821.0001 ZONE H EMERGENCY0
ASTM 04318. 509.00 3,598.00 sf OO of 12068.00 sf 15,Bfifi 00 of 3,23850cf 9,91100cf 000-of OOOcf o146850cf 51,81]OOcf 81,528.fXYd FILTER FABRIC - SPILLWAY I
510.00 4,348.00 sf 0001 13,296.00 sf 17,844.0051 3,973.0001 13,884.00cf 000-of 00001 12,682.0001 84,2990001 78,183.00-RI Q
2. TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL PLACED,WHEN _ 510.50 DO et 00af 22,559.00 St 22,55900af 000cf 13,884.00cf 000-of 000cf 8,963.75.0 73,282]5, 87,14575-of SEDIMENT ANTI-SEEP =
MATERIALS USED FOR EMBANKMENT FILL CHANGE,AND/OR AS DIRECTED BY THE ENGINEER. %Forebay= 18.96%GOOD DATA BLOCK STORAGE ZONE BAFFLE COLLAR NOT TO SCALE 0
Required PPE= 610.3341
3. SAMPLE SIZE SHALL BE 50 LB. Proposed PPE= 610.604t DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT II11 E PROJECT INFORMATION
BASIN AREA AREA Q+o KLGOIKLU I'KOVIULD 1t�UUIK HH�VIJlLU DE H�2(FT)(FEET)(FEET)(FEET)(FEET)(FEET)DIAMETER FAME ER PROJECT MANAGER: MRR
4. PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556 OR ASTM D2937 AND (ACRES) ACRES) (CUBIC FT.)(CUBIC FT.) (Sa Fl�) (S �F ))
NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216. SCM#2 23.25 AC 23.25 AC 88 CPS 41,846 234,526 38,263 46,695 3.25 4.5 6.5 20 1 12 2 2 DESIGNED BY: SAV
A 5. FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS: Basin Detention Stage/Storage Above Permanent Pool Elevation
3 EMBANKMENT FILL: Elev. Contour Area Incr.Vol. Accumul.Vol. DRAWN BY: WV
EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF I PER 2,500 SQ.FT. RID.50 22559.00 sf 0.00 cf
PIPE INSTALLATION: 511.00 27,512.00sf 12,517.75 of 1251O75 ct TOWN OF WAXHAW PROJECT NUMBER 2340409
EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF I PER 30 LF OF PIPE 512.00 30,694.00 sf 29,103.00 of 91,620.TOO ORIGINAL DATE: 05115I2024
513.00 33,781.00 of 32,237.50 cf 73,858.25 cf ENGINEERING DESIGN SEDIMENT BASIN /STD NO REV
6. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS,REMOVE WORK,REPLACE AND 514.00 3B924.00 sf 35,352.50 cf 10921075a ` STANDARDS 504.1 SHEET:
RETEST. 515.00 40,125.00 sf 38,524.50 cf 197,73525 of ` IAA4•I�
516.00 43,381.00 sf 41,753.00 of 169,466.26 01 A �
A 517.00 46,695.00 sf 45,036.00 of 239,526.25 M C

PROP.4'x 4'CONCRETE BOX RISER
BMP NOTES: PROP.6"PVC EMERGENCY CLEANOUT W/TRASH RACK 12' v m N a 2 i y d
PROP.PERFORATED STAND FLUSH WITH THE TOP OF FILTER WITH RISER ELEV.=558.007 r
:';1
m r v
EMBANKMENT FILL MATERIALS PROP.GROUND PIPE AND DRAIN WATER TIGHT VANDAL PROOF CAPS (SEE DETAIL) w m° m m �''" 8
1. BORROW MATERIAL SHALL BE CLASSIFIED AS ML,MH,CL OR CH SOILS ACCORDING TO THE UNIFIED SOIL _ 100 YR.WSEL=558.14 TOP OF BERM=560.00 i x- ,4,''' y
CLASSIFICATION SYSTEM(ASTM D2487)OR ANY MIXTURE OF THESE SOILS. �I I- :IFIII
I ¢ a`muJi
III-III_ - w 50 YR.WSEL=558A5 9mEI -III-1 -11III- 2 YR.W EL= _ (/1 U ii2. BORROW MATERIALS SHALL HAVE A LIQUID LIMITILL)BETWEEN 40 AND 60 AND A PLASTICITY INDEX(PI) 111i-iiIIIm111IIIm - 111.8 10 YR.WSEL=557.08 -1 wBETWEEN 15 AND 30(ASTM D4318). 1I 1E1 E1 I I I=_III-III-III-III- -
_ _ _ - TOP EAFORTHENEBAY BERM=557.00 TOP EARTHEN BERM-55T.00111 -I a7iMMI
3. MATERIAL SHALL BE FREE OF TOPSOIL,ORGANIC MATERIAL,ROOTS,STUMPS,BRUSH,ROCKS LARGER IL1 I-1�III-1111- OP EARTHEN BERM WS7.O0 ' (AT EARTHENBERM ELEV.) _ , I11IITHAN 3 INCHES,SUBSOIL,DEBRIS,VEGETATION AND OTHER FOREIGN MATERIAL. III-III-III-III- -1II- -IIIIII-III-III-1I1
11_7-17- -1 1_- W.Q.WSEL=554.07 �r I�IMEIITIE- PROP.FLARED END SECTION
INV.-555.00 _ - -III- = -III-III-_4. ALL MATERIAL CLODS SHALL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE --- __ �I INV.OUT=550.00
HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 31NCHES IN DIAMETER. -IIHEEIIHEELEI-124"RCP II II I �
EMBANKMENT CONSTRUCTION - -- TOP OF SAND FILTER=555.00 i=1I1=I 1=1I P ffi= -I I Il-*-11 F�
STEP 1:SUBGRADE PREPARATION - ���_ -1I I1 III' II1�I.I= �I.I- oRo'9):
STEP
INV.IN=551.50 - 1 FIEIT-IIIi-iillj (/ PMTMIll
1. COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS. -111=I GI =I GI -_ tiQ
TOP OF GRAVEL=553.50 _ _ _ _ III-III-III-IIIIIIII
---1L1I I-III-III-III-I I1-
2. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE. PROP.RIP RAP APRON \ I - - --- - __
(SEE PLANOT MO j} OTTOM OF SAND FILTER=552.5q -
3. SCARIFY SUBGRADE SURFACE TO A DEPTH OF 6 INCHES. BOTTOM OF 1I w __ 1 \ ��
FOREBAY=555.00 _� -----_ _ 1111111W11111°'
4. PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS;FILL AND COMPACT TO DENSITY EQUAL TO OR MIN.6"LAYER - -
--------
GREATERTHANREQUIREMENTSFORSUBSEQUENTFILLMATERIAL. #57 WASHED STONE INV.552.50 PROP.6"PVC '1 - ----
STEP 2:SEEPAGE KEY PLACEMENT PERFORATED INV.OUT=551.00
PROP.EARTHEN FOREBAY PROP.PERMEABLE -UNDERDRAIN WITH MIN.4" 11 III-III-III-IIIIII,-,.,III III,.-,.,III III,.-,.,III
PROP.EARTHEN SAND =ITIEIIITIEIIITIEII�ITIEII��=11� 1`llpuu/// /
1. SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS. BERM W/RIP RAP NON-WOVEN FILTER COVER OF GRAVEL AND -'11=IIEI11 III III-III-III-III-III-111-III- 11 ///
FABRIC MIN.SLOPE 0.50% FILTER BERM W/RIP RAP =cI1111 J1j ))f=JJj= ��(N �ARO�
WIDTH=6';HEIGHT=2' @ II_
2. SEEPAGE KEY SHALL EXTEND TY IMIAIMUM DEPTH OF 4 FEET C WIDTHGEOTECHNICAL SHALL BE 10 FEET AND THE \ PROP.2.5'CLEANED
PROP.6"PVC CLEANOUT . h'•1. 11.
TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND BONDING BETWEEN WASHED CONCRETE SAND PROP.I"WASHED MIN.6"LAYER / ;
THE SIDewnusolLS AND SEEPAGE KEY FILL �\ WITH WATER TIGHT BERMUDA SOD WITH HE ?
VANDAL PROOF CAPS OR APPROVED EQUAL - : LICENSE NO.:
WITH IMPERMEABLE FILTER FABRIC 77.87 LF @ 1.28/ F-1407
STEP 3:EMBANKMENT FILL PLACEMENT `` PROP.1'MIN.GRAVEL LAYER 24"0-RING RCP % 5. i
(#57 WASHED STONE OR PROP.6"PVC
\ (0-RING JOINT) '• r
1. EMBANKMENT FILL SHALL BE CONSTRUCTED AT3(HORIZONTAL)TOI(VERTICAL)OR AS SHOWN ON THE \� - APPROVED EQUAL) SOLID WALL UNDERDRAIN 1.40 .•'• V•••.......... �1
THROUGH GEOTECONSTRUCTION CHNICNGS.AL AL ANALYSIS SHALLON OF BE REQUIRED FIATE SAFETY FACTORS OR SLOPES STEEPER THANISST FAILURE 562 �� \1 MIN.SLOPE @ 0.50% PROP.ANTI-SEEP ///`SSOCIATES',s,
\ \ SAND FILTER SCM NO. 3 ///„11j1,,,o11,
\- \ \\ `\\ \ COLLAR TO BE
2. FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED BINCHES IN THICKNESS AND BE , \� - POND SECTION VIEW INSTALLED AT
♦ CB#A10
1 11111
COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR(ASTM D698)MAXIMUM . ♦ � � � MID-POINT OF PIPE �\�5111 f/�
DRY DENSITY,OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS. : • * NOT TO SCALE 5.:r
1
3. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE THE \��`� ♦♦ROn \ \ `\.\ \ NOT
`\�O /r � ��
PROP.FLAT GRATE TRASH
7
OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED OR AS OTHERWISE APPROVED BY THE ENGINEER. �� -----___ GRATE SHALL BE RECESSED _
5 �♦ ; �♦ '.� INTO PRECAST STRUCTURE �//'�E -
��� RACK ORET APPROVED EQUAL - -
4 FILL SOILS SHOULD BE PLACED IN CONTINUOUS,HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. / ♦ JB#A2 (SEE DETAIL) - D 88 D
♦^ \ \ AND FLUSH WITH TOP OF BOX 3 3
EXISTING SLOPES GREATER THAN 4(HORIZONTAL):1(VERTICAL)SHALL BE BENCHED TO PROMOTE \ ` - \ ,� \ '. :O`
BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS.BENCHING SHALL BE PERFORMED AT MAXIMUM `° / , \\./y TOP OF BERM=560.00 �vT.F`jl, �Q-:���
SPECIFIED ON DRAWINGS.OF 2 FEET VERTICAL RVALS AND SHALL EXTEND A MINIMUM OF 4 FET HORIZONTALLY OR AS /� / 1 ' 5"RCPl�� ''''r��,W1 RR�S�````\
PROP.12'SCM ACCESS . - - RISER RIM ELEV.=558.00 '��
5. WITHIN THE UPPER R(AST INCHES OF EMBANKMENT,FILL SOILS SHOULD BE COMPACTED TO 100%OF ITS / DRIVE EASEMENT(15% `, "' �Q ' -,.- � - 2024.10 31 20:4246 04'00'
STANDARD PROCTOR(ASTM D698)MAXIMUM DRY DENSITY. MAX GRADE-5%MAX -CROSS-SLOPE) �, �� SE,1 - GCB#A9•. \�
6. FILL AGAINST SUPPORTED STRUCTURES.DO NOT FILL AGAINST UNSUPPORTED STRUCTURES. '\ I (t,i
7. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE IN :PLACE. \ \ I / * 1 ..it-liw.'
8. PLACE A MINIMUM OF 8INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVEGROWTH. I I �` �STEP 4:OUTLET PIPE FILL PLACEMENT ) � 555 31 .\\ _ PROP.4'X 4'CONCRETE BOX RISER
/ YYY TOP OF SAND FILTER=555.00 _ It 4.0"�I W/TRASH RACK
1. FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS AROUND THE �~ 557 {�� PROP.6"PERFORATED PVC -J
OUTLET STRUCTURE AND ABOVE THE CULVERTS. I \ Y 557 UNDERDAINS TO CONNECT
i ®`` / PROP.CLEANOUT
PROP.RIP RAP APRON " 555 qq TO CONTROL STRUCTURE WITH WATER TIGHT
2. COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS. La613';Wi-6' �� � q �\ i I c1
w2-15'T=1.0' i ' VANDAL PROOF CAPS - _
3. COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR(ASTM D698)MAXIMUM 1 ----_ ___
DRY DENSITY.COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT .\ , \ TOP OF GRAVEL=553.50 -
ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED OR AS OTHERWISE APPROVED BY THE _ `` ( C' -- 74.9 LF 2.00% Y
\� ``\` I PROP.6"SOLID PVC @
ENGINEER. FOREBAY 1 i -I 24"RCP OUTLET PIPE q
/ CLEANOUT WITH WATERTIGHT BOTTOM OF SAND FILTER=552.50
BERM-SEE I < VANDAL PROOF CAP ---1--- (SINGLE OFFSET PROFILE p
4. ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE %DETAIL(TYP.) \ \ ) �' (CLEANOUT TO EXTEND 6" 'a L T__ GASKET JOINTS) w w
EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION. 3SS' : \y"\\\ I \ ABOVE TOP OF SAND) PROP.6"PVC 1 --- = h
1 C - 3
5. DRAINAGE AREA BE STABILIZED BEFORE FILTRATION CONTROLS AND FILTER MEDIA ARE / ) PERFORATED �. 2 ANTI-SEEP COLLARS 1 w i
INSTALLED. / G' 3
\ �, 555 ) V UNDERDRAIN SPACED EQUIDISTANT s
FIELD QUALITY CONTROL 7•_0'• FROM MIDDLE OF TOP OF c m $
\� o PROP.7'X7'X 2' EMBANKMENT. w w
1. PERFORM LABORATORY MUSTY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422,ASTM D898,ASTM D2218 AND \ \ \ \\ \ ,�"® ,-- •554 • C\ o.•,,-�.„�• \ CONCRETE BASE 2'MINIMUM COVER. c
ASTM D4318. �� \\� ����\\1 1 \ SEE DETAIL THIS SHEET. rc rc
2. TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL PLACED,WHEN \ \\\ �I\/ \�� tt1 1,••" \\ \ \\ \\ \ SAND FILTER - SCM NO. 3 5 .9 .9 .9
MATERIALS USED FOR EMBANKMENT FILL CHANGE,AND/OR AS DIRECTED BY THE ENGINEER. I / / \1 u _ ® \
3. SAMPLE 312E SHALL BE 50 LB. �`, ,_4 (I l / ,A I� w vv v v 1 v CONTROL STRUCTURE DETAIL
4. PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556 OR ASTM D2937 AND \\ S`r \ \ ' I ( SAND FILTER-SCM NO.3\ \ / \ NOT TO SCALE "' "�
NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216. \\ \\ \ HIM / BOTTOM ELEV.=553.00 \ \y '� o O
\ I TOP ELEV.=560.00 \ 'b 1
5. FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS: \ / s e e o'
EMBANKMENT FILL: I\� \\ \ \ \) 1 / 1 I 12'TOP I I 1• `� Basin Stage/Storage
EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF I PER 2,500 SQ.FT. \ OF: BERM / / a'$�1' I Elev. ' Forebay Main Bay Area Total Area Forebay Incr. Forebay Main Bay Incr. Main Bay Total
PIPE INSTALLATION: \\ 1 I /1 / "'
EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF I PER 30 LF OF PIPE PROP.6"SOLID PVC / / ` / \ Area Vol. Accumulated Vol. Accumulated Accumulated
I EMERGENCY CLEANOUT / / ® 1 4' Vol. Vol. Vol.
6. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS,REMOVE WORK,REPLACE AND / / / z
RETEST. �> / I -� 5y7 // / / ` I \; 553.00 .00 sf 4,217.00 sf 4,217.00 sf 0.00-cf 0.00-cf 0.00-cf 0.00-cf 0.00-cfI
I / /�/ /// i / / 0 554.00 .00 sf 9,946.00 sf 9,946.00 sf 0.00-cf 0.00-cf 7,081.50-cf 7,081.50-cf 7,081.50-cf a
%` / SCM 3 RISER 1 7 / I o 555.00 996.00 sf 11,240.00 sf 12,236.00 sf 498.00-cf 498.00-cf 10,593.00-cf 17,674.50-cf 18,172.50-cf o
WET POND MAINTENANCE-DEWATERING // // ,/// /// / / A / 1
I ., 556.00 1,444.00 sf 15,525.00 sf 16,969.00 sf 1,220.00-cf 1,718.00-cf 13,382.50-cf 31,057.00-cf 32,775.00-cf
/ PROP.ANTI-SEEP 1 ,Q `` O
1. POND IS TO BE PUMPED TO DRAIN FOR MAINTENANCE AND REPAIR NEEDS. /// I COLLAR(SEE DETAIL • \ 55'S d / I /�` 557.00 1,956.00 sf 17,675.00 sf 19,631.00 sf 1,700.00-Cf 3,418.00-Cf 16,600.00-cf 47,657.00-cf 51,075.00-cf Z
// 1 I THIS SHEET) / /
ilio
2. CONTRACTOR SHALL SUPPLY PUMP,HOSE AND OTHER REQUIRED APPURTENANCES AS REQUIRED TO \ \ / / 9{ 558.00 .00 sf 22,076.00 sf 22,076.00 sf 0.00-Cf 3,418.00-Cf 19,875.50-cf 67,532.50-cf 70,950.50-cf
DRAIN THE PERMANENT POOL WATER VOLUME FROM THE STORM WATER CONTROL MEASURE(SCM)WET / I I \ =� / `
POND. 559.00 .00 sf 24,193.00 sf 24,193.00 sf 0.00-cf 3,418.00-cf 23,134.50-cf 90,667.00-cf 94,085.00-cf a
3. PUMP/HOSEMKE SHALL BE SECURED AT LEAST 8"ABOVE THE BOTTOM OF THE WET POND TO PREVENT / \ 1 1 N '�� ` 560.00 .00 sf 26,366.00 sf 26,366.00 sf D.DD-Cf 3,416.00-Cf 25,279.50-Cf 115,946.50-d 119,364.50-cf W
SEDIMENT INTAKE AND DISCHARGE. (✓ �� /- /I w CO
4. SCM WATER LEVEL SHALL BE LOWERED AT A MAXIMUM RATE OF 12 INCHES PER DAY.CONTRACTOR 'I'\Y\\\'N `1'• /�♦/ I Q
SHALL BE RESPONSIBLE FOR MONITORING WATER LEVEL THROUGHOUT THE DURATION OF PUMPING. \ /��� ,�♦ y -0 •,' Ir I �� Calculate Forebay Volume J I=^
5. PUMP DISCHARGE SYSTEM SHALL BE EQUIPPED WITH A SILT FILTER BAG WHICH SHALL BE TEMPORARILY \ INV.OUT=523.00 5 ti�I, dp l� / / ,{-�/ -\ j Min Forebay Volume Req'd(0.2"/Imp AC): 1,554.37cf LI-
6..L
INSTALLED NEAR THE WET POND'S PERMANENT OUTFACE RIP RAP APRON. \,� ,� {II Forebay Volume Provided): 3,418.00cf
6. CONTRACTOR SHALL ENSURE THAT THE FILTER BAG OUTFLOW DISCHARGES AT A NON-EROSIVE \ Ci
��, / / Q
VELOCITY. /l\
' V A V / �0 I / TRENCH - Z Z
7. CONTRACTOR SHALL VERIFY THAT NO SEDIMENT DISCHARGE OCCURS DOWNSTREAM OF PUMPING %/ t$1111;#
�" OUTLET CONTROL �` 1 WIDTH 1 I. TRENCH QOPERATION. ;/ / 1 ) r3TRUCTURE(RISER#3) / �....� I GRADE WIDTH N
6. AT THE CONCLUSION OF THE PUMPING OPERATION AND POND MAINTENANCE,THE CONTRACTOR SHALL �� ) 'l1 �/�;/ (C-33 MEDIU552 M
SURFACE SAND FILTER I W . I-! II �I. Z 2' I„ ;II
6 W
/ `Y' / I SCM MAINTENANCE (C-33 MEDIUM AGGREGATE CONCRETE IIW I 0- MIN IFI I-1
REMOVE THE SILT ACCUMULATED IN THE FILTER BAG TO AN OFFSITE LOCATION. / SAND OR APPROVED EQUAL) ti W M
h 1/ TOP OF SAND ELEV-SSd 00 IIdII O 4 I--
9. CONTRACTOR SHALL THEN REMOVE PUMP,HOSE,AND APPURTENANCES AND RETURN THE WET POND STED ON WEATHER O =TI= c
BACK TO NORMAL OPERATION. ,� { 3 FES OOF SIGN NEAR BOTTOM OF MEDIA-552 50 - 0_ _ II; I •C Z
t - \ ((QUIREMENTS
BOTTOM OF UNDERDAIN=551.50 + • '-II, I
V, / \ / ER STRUCTURE II N 6� , 1I �/ fi
(n O
g PROP.RIP RAP APRON - -� I CO
La-13';WIW' 'MEMO11" ¶ /• 24 �`_ a
W2=15.;T=1.0.
III II'1 RCP -` w
1 I 11h r ANTI-SEEP I /; i. w
II i. COLLAR " I O
-E ?I.1 -_T. it If w
f I-I x
a ANTI-SEEP COLLAR. 12" __
Ul
y ' .1. CLASS B CONCRETE
-O 11' ''1' 36 PROJECT INFORMATION
�'°o= GRAPHIC SCALE PLAN VIEW SECTION A-A
NOTE: DRAINAGE AREA MUST BE STABILIZED PROJECT MANAGER MRR
�� BEFORE FILTRATION CONTROLS AND FILTER DESIGNED BY: SAV
3MEDIA ARE INSTALLED. ANTI-SEEP COLLAR DRAY/NEW: SAV
1-4 ��` (IN FEET) \ NOT TO SCALE J PROJECT NUMBER: 2340409
g.
\.k 1 INCH= 30 FT. \
ORIGINAL DATE: 05/15/2024
Know what's below. SHEET:
A Call before you dig. C4.9

COMPACTED SOIL(CLAY)LINER SPECIFICATIONS re'riircEOAccess oeoa Tor OF BERM 30.X30.A SS DO EDGING o - 01
naa0 so.CRATE w/ ACCESS DOOR '� o mr
d
orQ c -
DU m
a
GRATE SHALL BE .-,
•„ „ „ - RECESSED INTO N
THE BMP POND SHALL INCLUDE A COMPACTED SOIL LINER.THE EARTHWORK CONTRACTOR SHALL FURNISH 4.0'X4.0'SQUARE AND FLU STRUCTURE m E N �,S y
ALL LABOR,MATERIAL,SUPERVISION,AND EQUIPMENT TO COMPLETE THE COMPACTED SOIL LINER FOR THE _ OF BOX H WITH TOP
O yy
sze.DB INSIDE OF BOX ) .e x- m Iu $
POND,INCLUDING HAULING,SIEVING,RAKING,DISCING,COMPACTING,DRYING,WETTING,LE DUE OF D �I� \ \ -� lQ- Q O t
RAINWATER AND REMOVAL OF ALL PREVIOUSLY PLACED MATERIAL RENDERED UNSUITABLE DUE TO 5�- `or''''' S2 d a'° N e
WEATHER CONDITIONS OR CONSTRUCTION OPERATIONS,FINAL GRADING AND SEALING AND ALL NECESSARY FOREBAY EXCAVATE 1' 6 , W U 'i LL
AND INCIDENTAL ITEMS AS DETAILED OR REQUIRED TO COMPLETE THE COMPACTED LINER. I BELOW DESIGN PROP.12'SCM ACCESS
CONTOURS ENT T 515.5E DRIVE RADEE5T(15% �4.00'�
SOIL LINER FILL MATERIALS ARE POTENTIALLY ON-SITE.ON-SITE SOILS THAT MEET THE FOLLOWING �' FOR SEDIMENT STORAGE MA%GRADE-5%MAX -9�Mp°poa9- SIDTED E OF
N CROSSSLOPE) S
CAS INTOs
REQUIREMENTS SHALL BE CLASSIFIED AS SOIL LINER FILL MATERIAL AND FOR USE IN CONSTRUCTION OF THE I q1 z8 I '^+ STRUCTURE lAo.c.
COMPACTED SOIL LINER: I. PROP.RIP RAP APRON �'\• . - C MAX
iMMMI
La=13';W1=6'
1. LIQUID LIMIT,PLASTICITY INDEX,AND PERCENT PASSING THE NO.200 SIEVE WILL BE CONSIDERED FOR '� SCM 4 FES W2=15';T=1.0' OF BERM - 528 12.TOPS`�0 _ -� -J„ I- voa - �� - eENI0OP1AOIR; WATER Lw TH asoscREE sTEps
PROPER CLASSIFICATION.THE SOIL LINER MATERIAL SHALL HAVE A PLASTICITY INDEX GREATER THAN 20 / TLET PIPE III'-=TIFEnleeee
OR AS SUBSEQUENTLY SPECIFIED BASED ON LABORATORY TESTING,AND HAVE A SOIL PERMEABILITY OF - PROP.ANTI-SEEP ONO REARPROVIDE SCREW ON CAP WITH
IE-5 CM/SEC OR SLOWER AS DETERMINED BY SOIL PERMEABILITY(ASTM D5084). `• ��' INV.OUT=523.0E COLLAR(SEE DETAIL �110�� � sEY ALL) 4�� INSIDE OF TOP VIEW OF GRATE
' \ NV•5ztm
THIS SHEET
'._
INV.,523,0 PMTMIll
2. SOIL LINER FILL MATERIALS SHALL BE REASONABLY FREE OF GYPSUM,FERROUS,AND/OR CALCAREOUS `, 07
}1 - ) ti \ \ _ -•� III rG' ;,
FILL BOTTOM 1.50.OF PRE-CAST CONCRETE STRUCTURE WITH
CONCRETIONS AND NODULES OR OTHER DELETERIOUS SUBSTANCES.SOIL LINER MATERIAL SHALL BE ~ '�• / ® \ L BE
RAKED OR SIEVED BY THE EARTHWORK CONTRACTOR,IF NECESSARY,TO REMOVE ALL AGGREGATE CONCRETE SCM MAINTENANCE 8fuj i y15 I / ®, /\\ A * • • SWA Ps AT 2e oars MINIMUM.
GREATER THAN 1 INCH IN DIAMETER.NO MORE THAN 5 PERCENT OF THE SOIL LINER FILL MATERIAL EMERGENCY REQUIREMENTS / i \\ RTRUCTURE STRUCTURE WITH
�tr�
SHOULD BE RETAINED IN THE NO.4 SIEVE. SPILLWAY- POSTED ON WEATHER i / // / / gy4 /
SEE DEATIL Y PROOF SIGN NEAR ♦ / / ���� _ LITTORAL SHELF @ Tov pF BFRm \
3. ALL CLAY CLODS WILL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A HOMOGENEOUS (TYPO 11 RISER STRUCTURE •�% / //' h / `�� 523.0E TO 524.0E ' HI
-I I-Ir SeDW
CLAY SOIL(PRIOR TO COMPACTION)THAT IS FREE OF CLAY CLODS GREATER THAN 2 INCHES IN DIAMETER. �522 / �`♦®/ f�,+0./ 5/�� FESpFi / \ a�'N �^ i,,i _
CONSTRUCTION: 4��/ �\` ��� _ / \ '. � NELF IDI I rIy Hi I-I IyFO-II-I
�527 " 1 36"RCP DCB#F2 a ) LEFT SIDE VIEW FRONT VIEW HI IRIL7
/ 1v L TraRAL
s
TA - A
1 CONSTRUCTION METHODS,SAMPLING AND TESTING WILL BE RECOMMENDED BY THE GEOTECHNICAL ®�®5• / 5,A �;; , `., ;'''11. , � rl / r ' \ OUTLET PIPE BEYOND L 1r THICK 6 xs ANTFLOATATIon -I�I-I�F7I
ENGINEER.TYPICAL TESTS TO BE INCLUDED WILL BE MOISTURE CONTENT,IN-PLACE DENSITY, Ir I BLOCK
BASE OE SHALL RISER wTHa°nEeaR \♦♦„%%Ill IEI/,,,,
ATTERBERG LIMITS AND PERMEABILITY TESTING. y 1 •, ; 1380,f- L-)1 \ I- AID,30' _.ti p ' _ 5•p - a ♦ V ) OBASE 1a DSERWITR.RDCNGPROF UN DAORFce L4 `1�.�N NCAI��h�.2. PRIOR TO DUMP TRUCKIL LINER PLACEMENT,THE PREPARED(MIN20 TONS)OR SIMILAR RUBBERY REDGRADE PNEUMATIALL BE C VEHICRE,AFROLLED MNIMUM OITH A LOADEDF TWO PASSES 532 5•S h ;pN.• / ;`)♦,/ `j / • ., U METERaE OF sATIONE_ INS OE Nv 523.58 �Ir�STRUCTUREF ��` fLICE ~~1�9�'� \ ICI I�I�I�I�I ICI r'LF G 2a•R�AT 0.5R NTHIN EACH DIRECTION. I 5'�' i� / ) // " yRISER STRUCTURE ELEVATION DETAIL s�rvcLE msEr PRGRLEcasKEr.rovers'' �}(�� 1 R�� 1I Iglgl Iglgl Ikl� =fi. ucENSE No..3. LOOSE SOIL LINER FILL LIFT THICKNESS PRIOR TO COMPACTION,SHALL BE A MAXIMUM OF 6 INCHES. \\ 53E i ♦S,♦KIRG'4s^4�ay'14 PROP.RIP RAP APRON - .\oA 1 - F-14O7
''l'R"• _ SHALL SEW BELOW _.THINNER LIFTS ARE PERMISSIBLE TO ACHIEVE DESIGN GRADE AND/OR SOIL LINER PROPERTY �' •' I La_ifi;Wi_7 5• PERWATERMANENT - 5- f-
SPECIFICATIONS 5T / w* ELEVATION b 0..C`
W2=18.5';T=1.25 p�IGlpl PI A •.......
4. ANDEQUIPMENT OR TRUCK COMPACTION OF A LIFTFFIC UNLESS APPROVED BY
L NOT BE TI EED DURING ENGINEER THE PERIOD BETWEEN SCARIFYING 1'M -// / 513 ® SCM 4 RISER / . \ ;19• A/I„�0��MI�\♦♦♦1
FES#GI _� � /_ ,
N. SOIL LINER FILL SHALL NOT BE PLACED OR COMPACTED DURING SUSTAINED PERIODS WITH AIR / i 8-1 1 51 ^ / `;
\\\IIIIIII
TEMPERATURE BELOW 32 DEGREES F.IF THE SOIL LINER FILL FREEZES OR ICES THE FILL SECTION SHALL Jg#G2 ,�iAI 11,�. / ®% / FOREBAV \ ) ,BB _ `''... ,>r
8E RE-SCARIFIED AND RE-COMPACTED. �1 1/1-/! OUTLET CONTROL y'b BERM-SEE • `S ()R • ''
1 k�� ®� �sTRuc7URE(RISER x4) 532 ya5 DETAIL(rvP.) 1 +..� RISER STRUCTURE SECTION DETAIL �'.• rj
s
8. THE COMPACTED SOIL LINER SHALL BE CONSTRUCTED TO THE MINIMUM THICKNESS SPECIFIED BY THE s 24"RCP 1 , 181!7074.1 1, __ /� lAi
PROJECT PLANS. Ir- 1 : /.�i1N�/ /1/ ~ / EXCAVATE MAIN POOL I' - '
.I ft1 1 11' /" NOT TO SCALE ���'�E`
, s♦>r♦ IJ! BELOW DESIGN DB#F3 N 038830
7. AFTER COMPLETION OF A SEGMENT OF COMPACTED SOIL LINER,BUT BEFORE INSTALLATION OF THE 0 rj,'
/EXCAVA EMAIN fi00RISER STRUCTURE#4 DETAILTOPSOIL PROTECTIVE LAYER,THE SURFACE OF THE SOIL LINER SHALL BE SURVEYED BY THE . / y (WET POND SCM N0.4)
•517- liFOR SEDIMENT STORAGE CONTRACTOR TO ENSURE THE SPECIFIED THICKNESS OF COMPACTED SOIL LINER. r `�y,a�111�11 ® -- ' 1././•NGINEF:•'4.. .•
PROP.RIP RAP APRON" ` 411114111111111110 ,
`1, 1.��. �N u /A Fp/R�R`KXSS
La=13;Wig' �Idl, // ND'SCM .4 i •® 4 ''A 10 111111111
W2=15;T=1.E' ` 1 I I WET POND-SCM N0.4 ` I� 2024.1E 31 20'43:00-04'00'
BMP NOTES: \ 4 BOTTOM ELw=5lzoo ' •)�'�1,/ TOP ELEV.530.0E
411
FOREBAY EXCAVATE 1' M PERMANENT POOL W CO 523.5E �.a
BELOW DESIGN (EXCAVATE 1'BELOW CONTOURS m ¢ ¢ ¢ ¢
EMBANKMENT FILL MATERIALS /
CONTOURS 70515.5E / LITTORAL SODS FROMMAINTAINP MIN.10'SETBACKTO
FOR SEDIMENT STORAGE / / WETSHO POND FORHALL E LINEDT STORAGE)WIH -�� 1 OUTLET RACK.
6"R I WITH W TALL FESCUE FROM PROPERTY LINE TO
1. BORROW MATERIAL SHALL BE CLASSIFIED AS ML,MH,CL OR CH SOILS ACCORDING TO THE UNIFIED SOIL y� 530 WET SHALL BE WITH ';�/\ TRASH RACK.6"MIN. PLANTINGS- OUTSIDE TOE OF SLOPE OF
CLASSIFICATION SYSTEM(ASTM D246])OR ANY MIXTURE OF THESE SOILS. _ `Y \ -v _ POST CONSTRUCTION
- \ 12-THICK(MIN.)CLAY LINER TO v��='1 FREEBOARD FROM TEMP. 10'MIN. EMBANKMENT.
FORCONTROLS EASEMENT
•
BERM
-SEE...._
- 531 TOP OF LITTORAL SHELF(SEE (,� \ IV'OFFSET FROM RIP RAP BERM AND POOL ELEV. WIDTH SLOPE
2. BORROW MATERIALS SHALL HAVE A LIQUID LIMIT ILL)BETWEEN 40 AND 60 AND A PLASTICITY INDEX(PI) BERM-SEES LITTORAL SHELF SPECIFICATIONS THIS SHEET) A SLOPE BREAK 50 YEAR EVENT WEIR CLASS B RIP EMERGENCY SPILLWAY
BETWEEN 15 AND 30(ASTM D4318). DETAIL(TYP.) @ 10:1(TYP.)- / Q STORMWATER STORAGE RAP 15"MIN.DEPTH. INVERTED WATER IF USED
SEE DETAIL / / .--y • QUALITY ORIFICE
3. MATERIAL SHALL BE FREE OF TOPSOIL,ORGANIC MATERIAL,ROOTS,STUMPS,BRUSH,ROCKS LARGER - POND TO BE LINED `` 10 YEAR EVENT LOCATED THIS SIDE 6"FREEBOARD STABILIZE INTERIOR AND
n 4 STORMWATER STORAGE SEE DETAIL 21.08 EXTERIOR OF EMBANKMENT
THAN 3 INCHES,SUBSOIL,DEBRIS,VEGETATION AND OTHER FOREIGN MATERIAL. WITH 12"THICK(MIN.) W.GRASS
528.45
535 CLAY LINER TO TOP S- - - - - - - 3:1 SLOPE
4. ALL MATERIAL CLODS SHALL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE OF LITTORAL SHELF. EMPUNAHY POOL • I'_MIN. :•-.*._:. _ -`-'-'-`•-Z.:
''q. Q� POST CONSTRUCTION
HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER. / SEE NOTES ON THIS HEPDWNORI 4.1.... p _� WQV=524.8E _ NI-My 1•; CONTROLS EASEMENT
EMBANKMENT CONSTRUCTION l _
/ SHEET PERMANENT POOL 1_0 6" , ,,
_ __ _ 523.50 _
STEP 1.SUBGRADE PREPARATION I_ I 538 s _ -i -III _ 'Air P� s 0,6..1
//��� I/ {//1.I _
INLET PIPE 10 LITTORAL 5NLOP `F ryY 10_p f=,l� ,III- _
1 COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS. / _ _ _ - r
ENERGY DISSIPATOR 2:1 SLOPE STABILIZED III 11=III II II IiIII IIII- �I1-1I-,, ,,, IT, m w 2. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE. TO POND BOTTOM
NORT GRAPHIC SCALE PROVIDE
a .r .r .A
3. SCARIFY SUBGRADE SURFACE TO A DEPTH OF 6 INCHES. NCERp DNIEE 11
11 �� SEDIMENT FOREBAY POND TO BE LINED EINFORCED w w
(N4p gG/3a1� ENTRANCE ELEV.-516.50 WITH 12"THICK CONCRETE PIPE CONTROL 1 C ER s
4. PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS;FILL AND COMPACT TO DENSITY EQUAL TO OR / EXIT ELEV.-517.00 (MIN.)CLAY LINERTO (RCP)REQUIRED ON �+
GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL. - SEDIMEM STORAGE ELEV.-515.5E MNN POND NUT- FOR OUTLET PIPE. m TOP OF LITTORAL OUTLET
NOTES: SHELF BOTTOM ELEV.=517.0E ROTATION NO HDPE OR CRP PIPE Q O C] O
SEDIMENT STORAGE ELEV.=516.0E PPD PERMITTED.
STEP 2:SEEPAGE KEY PLACEMENT (IN FEET) o
1. 4-6 INCH LAYER OF AMENDED SOIL IS RECCOMMENDED ON LITTORAL SHELF z Lg i
1. SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS. 1 INCH= 30 FT. Know what's below. AREA WHERE PLANTINGS ARE REQUIRED(SEE SOIL PARAMETERS IN SCM DESIGN E w th E
Call before MANUAL)
2. SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AS REQUIRED THROUGH you dig. o_
GEOTECHNICAL SEEPAGE ANALYSIS.A MINIMUM BOTTOM TRENCH WIDTH SHALL BE 10 FEET AND THE 2. PROVIDE 20 ACCESS EASEMENT TO CONNECT WETPOND EASEMENT TO DEDICATED
EE
TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND BONDING BETWEEN Basin Permanent Pool Stage/Storage RIGHT OF WAY. ACCESS ROAD SHALL HAVE MIN. 12'STABILIZED WIDTH,MAX. ie ce ce re ce
THE SIDEWALL SOILS AND SEEPAGE KEY FILL. LONG.GRADE OF 15%,MAX.CROSS-SLOPE 59,.
Elev. Forebay Cl Area Forebay#2 Area Main Bay Area Total Area Forebay#1 Forebay#1 Forebay#2 Forebay#2 Main Bay Main Bay Total < e e
STEP 3:EMBANKMENT FILL PLACEMENT Incr.Vol. Accumulated Incr.Vol. Accumulated Incr.Vol. Accumulated Vol. Accumulated 3. DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE THROUGH w `� `�
1. EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3 HORIZONTAL TO 1(VERTICAL)OR AS SHOWN ON THE Vol. Vol. Vol. RQUIRED GEOTECHNICAL ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER SHALL BE = § § r M:S
(HORIZONTAL) REQUIRED FOR EMBANKMENT SLOPES STEEPER THAN 3:1, c c e a
CONSTRUCTION DRAWINGS.DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE 516.5E .00 sf .00 sf .00 sf .00 sf 0.0E-of 0.0E-of o.DD-Gf D.Do-of 0.00-of 0.0E-of O.00cf e
THROUGH GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR SLOPES STEEPER THAN 3:1. 517.00 397.00 sf 45.00 sf 5,584.00 sf 6,026.00 sf 0.00-cf 0.00-cf 0.00-cf 0.00-cf 0.00-cf 0.00-cf 0.00cf 4. WATER-TIGHT SEAL MUST BE PROVIDED BETWEEN ALL RISER AND PIPE JOINT
5113.00 578.00 sf 96.00 sf 6,291.00 sf 6,965.00 sf 487.5E-cf 487.5E-af 70.5E-cf 70.50-cf 5,937.5E-cf 5,937.5E-cf 6,495.50-of CONNECTIONS. i = . ,•v e
2. FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 81NCHES IN THICKNESS AND BE
COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR(ASTM D698)MAXIMUM 519.0E 788.0E s( 245.0E s( 7,028.0E sf 6,081.0E sf 683.0E-of 1,170.5E-CT 170.5E-cf 241.0E-cf 6,859.5E-cf 12,597.0E-cf 14,008.S0cf
DRY DENSITY,OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS. 520.00 1,029.00 sf 422.00 sf 7,797.00 sf 9,248.00 sf 908.5E-cf 2,079.00-Cf 333.50-cf 574.50-cf 7,412.50-cf 20,009.50-of 22,663.00-of
521.0E 1,300.0E sf 627.0E s( 6,598.0E sf 10,523.0E sf 1,164.5E-of 3,243.5E-cf 524.5E-cf •
1,099.00-cf 8,196.50-cf 28,206.00-Cf 32,548.50cf
3. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE THE
OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED,OR AS OTHERWISE APPROVED BY THE ENGINEER. _ 522.0E 1,602.00 sf 861.00 sf 9,426.00 sf 11,889.00 sf 1,451.00-cf 4,694.50-Cf 744.00-cf 1,843.00-of 9,011.00-Cf 37,217.00-of _ 43,754.50-of WETPOND PROFILE
523.00 1,933.00 sf 1,124.00 sf 10,286.00sf 13,343.00sf 1,767.50-Of 6,462.00-cf 992.50-cf 2,835.50-Cf 9,856.00-Cf 47,073.00-Cf 56,370.50cf
4. FILL SOILS SHOULD 8E PLACED IN CONTINUOUS,HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. 523.50 .00 sf .00 sf 16,697.00 sf 16,697.00 sf 0.00-Cf 6,462.00-Cf 0.00-of 2,835.50-of 6,745.75-Cf 53,818.75-of 63,116.25-of
EXISTING SLOPES GREATER THAN 4(HORIZONTAL):1(VERTICAL)SHALL BE BENCHED TO PROMOTE %Forebay17.28%GOOD , o
=BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS.BENCHING SHALL BE PERFORMED AT MAXIMUM
OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FET HORIZONTALLY OR AS Required PPE= 523.34-ft PLAN VIEW BAFFLE 3RD BAFFLE: NOTES: p
SPECIFIED ON DRAWINGS. Proposed PPE= 523.50-ft SEDIMENT BASIN HARDWARE -
5. WITHIN THE UPPER 12 INCHES OF EMBANKMENT,FILL SOILS SHOULD BE COMPACTED TO 100%OF ITS DESIGN CRITERIA CLOTHRR1. REFERITO NCESCPDM0/ Z
STANDARD PROCTOR(ASTM D698)MAXIMUM DRY DENSITY.! SURROUNDING SECTION}/6.61 FOR
; SKIMMER ADDITIONAL DESIGN
6. FILL AGAINST SUPPORTED STRUCTURES.DO NOT FILL AGAINST UNSUPPORTED STRUCTURES. DRAINAGEARE >I O AC. ( SPECIFICATIONS J
REGARDING SEDIMENT
Basin Detention Stage/Storage Above Permanent Pool Elevation (ACRES) <100 AC. j; W
10' BASINS. C�D4.�7. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE IN INFLOW MIN. Q CD
PLACE. Elev. Contour Area Incr.Vol. Accllmul.Vol. STRUCTURE JI
523.50 16,697.00 sf 0.00 cf 0.00 of MIN. 2. REFER#524. TO STD. Z Q
8. PLACE A MINIMUM OF B INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE - . T. = SPACIN FOR BAFFLE
524.00 19,903.00 sf 9,150.00 Gf 9,150.00 cf LENGTH TO ),_,� 'F SPACING AND 0
GROWTH. 525.0E 22,211.0E sf 21,057.0E Cf 30,207.0E Cf WIDTH RATIO 2:1 �Y, , �1 _- INSTALLATION.
STEP 4:OUTLET PIPE FILL PLACEMENT1••-••• "A! LL
526.00 24,219.0E sf 23,215.0E cf 53,422.0E cf ,I ISER 3. FIRST BAFFLE IS TO F
1. FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 0-INCH THICK LOOSE LIFTS AROUND THE 527.00 26,283.0E 6f 25,251.0E Cf 78,673.0E cf BE CONSTRUCTED OF Q
OUTLET STRUCTURE AND ABOVE THE CULVERTS. MAX. 's' SKIMMER RIP-RAP AND 5
528.0E 28,405.0E sf 27,344.00 cf 106,017.0E d 6:1
LENGTH TO AVERAGE AREA* DEWATERING WASHED STONE,WITH LU
Z
529.00 30,583.00 sf 29,494.00 Gf 135,511.00 cf WIDTH RATIO WIDTH W= 6! DEVICE
L :S z A MIN. HEIGHT OF 3'
2. COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS. l+y
530.0E 32,817.0E sf 31,700.0E cf 167,211.0E d AND MIN.TOPWIDTH J
3. COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR(ASTM D898)MAXIMUM / MIN. 180E *AREA OF BASIN WATER .= MIN./ OF 2 F W
DRY DENSITY.COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT / -. VOLUME (CO.FT. SURFACE AT TOP OF a••
PER AC. PRINCIPAL SPILLWAY 4. FLASHBOARD RISER
ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED OR AS OTHERWISE APPROVED BY THE • TRENCH REQUIRED NOT PERMITTED FOR cCI
ENGINEER. WET POND MAINTENANCE-DEWATERING , WIDTH TRENCH DISTURBED) USE IN THE TOWN C 4Q
J y CROSS-SECTION VIEW SEE NOTE/1
'..� 1_ GRADE I- WIDTH EMBANKMENT OF WAXHAW Q
4. ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE 1. POND IS TO BE PUMPED TO DRAIN FOR MAINTENANCE AND REPAIR NEEDS. III II = 1'FREEBOARD W
EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION. - F -I= -_ 11 CJ S Z' .T�.III 435 Z
m II" - J 11- -II- l II 6"MIN. INVERT ELEVATION '^
Z SURFACE INFLOW N
= 2. CONTRACTOR SHALL SUPPLY PUMP,HOSE AND OTHER REQUIRED APPURTENANCES AS REQUIRED TO L III LJ d MIN (SQ. Ff. OF EMERGENCY SPILLWAY
5. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS AND FILTER MEDIA ARE DRAIN THE PERMANENT POOL WATER VOLUME FROM THE STORM WATER CONTROL MEASURE(SCM)WET I H-LJ •.'41 IyI�- 24., II AREA PER CFS STRUCTURE \ ;T 0
INSTALLED. POND. II pa f11_I II_I I- JIf I ` REQUIRED Q10) 2'MIN.
SPILLWAY(RISER) T U
z FIELD QUALITY CONTROL 3. PUMP/HOSE INLET SHALL BE SECURED AT LEAST 6"ABOVE THE BOTTOM OF THE WET POND TO PREVENT ® ® _ _'II' DEWATERING W
c SEDIMENT INTAKE AND DISCHARGE. II N •
6�� I
S 1. PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422,ASTM D898,ASTM D2216 AND JIB- 36 pp ZONE H \ EMERGENCY
ASTM D4318. 4. SCM WATER LEVEL SHALL BE LOWERED AT A MAXIMUM RATE OF 12 INCHES PER DAY.CONTRACTOR -L• 2"__t FILTER FABRIC SPILLWAY =
SHALL BE RESPONSIBLE FOR MONITORING WATER LEVEL THROUGHOUT THE DURATION OF PUMPING. _1 I /:° Q
II RCP -` I'.
2. TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL PLACED,WHEN _ 36" SEDIMENT IU
lII'- ' I �.. ANTI-SEEP =
MATERIALS USED FOR EMBANKMENT FILL CHANGE,AND/OR AS DIRECTED BY THE ENGINEER. 5. PUMP DISCHARGE SYSTEM SHALL BE EQUIPPED WITH A SILT FILTER BAG WHICH SHALL BE TEMPORARILY I I' ANTI-SEEP II I STORAGE ZONE BAFFLE
INSTALLED NEAR THE WET POND'S PERMANENT OUTFACE RIP RAP APRON. 1 '- , -_1' COLLAR -LLB T!-___I DATA BLOCK COLLAR NOT TO SCALE `"
3. SAMPLE SIZE SHALL BE 50 LB. : W. ' BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT I{ Z L T W SKIMMER SKIMMER PROJECT INFORMATION
4. PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556 OR ASTM D293]AND OE 6. CONTRACTOR SHALL ENSURE THAT THE FILTER BAG OUTFLOW DISCHARGES ATA NON-EROSIVE i=Y. , ,I,I _ I'I.1 (ACRES) (ACRES)AREA AREA Q10 KLUUIKLU YKOVIULU 1t�UUIK u F'H VIyLU DE TH (FT.)(FEET)(FEET)(FEET)(FEET)(FEET)DIAMETER DIAMETER PROJECT MANAGER: MRR
NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D221B. -,.. ANTI-SEEP COLLAR 12" ) (CUBIC FT.)(C 167, FT.) (Sa ) (S�FI.)
J SCM#4 9.18AC 9.18AC 37 CPS 18,521 167,211 18,17E 32,817 3.25 5.5 6.5 20 1 12 1.5 1.5 DESIGNED BY: SAY
A 7. CONTRACTOR SHALL VERIFY THAT NO SEDIMENT DISCHARGE OCCURS DOWNSTREAM OF PUMPING !J CLASS B CONCRETE 36'
4 5. FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS: OPERATION. - DRAWN BY: SAV
3 EMBANKMENT FILL: PLAN VIEW SECTION A-A
EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER 2,500 SQ.FT. 8. AT THE CONCLUSION OF THE PUMPING OPERATION AND POND MAINTENANCE,THE CONTRACTOR SHALL PROJECT NUMBER 23-00409
PIPE INSTALLATION: REMOVE THE SILT ACCUMULATED IN THE FILTER BAG TO AN OFFSITE LOCATION. TOWN OF WAXHAW
EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER 30 LF OF PIPE ENGINEERING DESIGN SEDIMENT BASIN ORIGINAL DATE: 05/15/2024
9. CONTRACTOR SHALL THEN REMOVE PUMP,HOSE,AND APPURTENANCES AND RETURN THE WET POND ANTI-SEEP COLLAR (-STD NO REV
6. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS,REMOVE WORK,REPLACE AND BACK TO NORMAL OPERATION. l STANDARDS 5504.1 SHEET'
RETEST. \ NOT TO SCALE ` C4.10

0
COMPACTED SOIL(CLAY)LINER SPECIFICATIONS _ _ --__ _ \ \- =_ _ _ _ - - I'i1'NDEDA BEGS DOOR of sewn=sv.00GRATESHALLBE soXso ACCESS CONC.EDGING c m -o z N d
_ �` __ SCM MAINTENANCE _ '__ _ _ M
THE BMP POND SHALL INCLUDE A COMPACTED SOIL LINER.THE EARTHWORK CONTRACTOR SHALL FURNISH `/ i i - \ \ \ // REQUIREMENTS /- \ ~5.0.45.0'SQUARE WITH TOP o A m O Sy N x
r. _ \ -INV.OUT=543.74 POSTED ON WEATHER _ - OF sox m 5`d F5 ry o.
ALL LABOR,MATERIAL,SUPERVISION,AND EQUIPMENT TO COMPLETE THE COMPACTED SOIL LINER FOR THE INSIDE -
POND,INCLUDING HAULING,SIEVING,RAKING,DISCING,COMPACTING,DRYING,WETTING,REMOVAL OF // �\ `\\ \ \ PROOF SIGN NEAR 540 _/_ -\\ \ -e e- Q p o 3
\� -i�' _ \ \ RISER STRUCTURE _ _ _j\\ W m m N
RAINWATER AND REMOVAL OF ALL PREVIOUSLY PLACED MATERIAL RENDERED UNSUITABLE DUE TO - N __ --
WEATHER CONDITIONS OR CONSTRUCTION OPERATIONS,FINAL GRADING AND SEALING AND ALL NECESSARY ' \ 50 _ \\ \ - _ --- �. \ y O 4i IL $m
AND INCIDENTAL ITEMS AS DETAILED OR REQUIRED TO COMPLETE THE COMPACTED LINER. \.�\\ /i �!�' \ \ _ EXCAVATE MAIN POOL 1' \ \ \ �5.00 r
w
/ ��- -� \�\ \\ \ 543 SCM 5 HW ---- BELOW DESIGN _- /
SOIL LINER FILL MATERIALS ARE POTENTIALLY ON-SITE.ON-SITE SOILS THAT MEET THE FOLLOWING \ / � --_r, ---- CONTOURS TO 537.00 .--_�/N \\\ --- _�TeMPe Poae of STEPSF
REQUIREMENTS SHALL BE CLASSIFIED AS SOIL LINER FILL MATERIAL AND FOR USE IN CONSTRUCTION OF THE - \\ -PROP RIP RAP APRON - r I i / FOR SEDIMENT STORAGE \\ 5 iuREs®+*"o.c.
COMPACTED SOIL LINER: N\ \ La=28';W1=12' i__` ___-/ q? u aSTRUCTURE
\ N\ 555 _ _ W2=30';T=1.25' \ _ J \\ - _ WATER QUALITY ORIFICE STEPS
\ •` LITTORAL SHELF'\ _ 2.o O.D.)DIP WITH 90-DEGREE
1. LIQUID LIMIT,PLASTICITY INDEX,AND PERCENT PASSING THE NO.200 SIEVE WILL BE CONSIDERED FOR \\ N - PROP.ANTI-SEEP 1 _ _ - �550- 10:1(TYP)- - I ===_------- '
_ COPRRROSION
EWONANTPw PAINT. ••••"••••
PROPER CLASSIFICATION.THE SOIL LINER MATERIAL SHALL HAVE A PLASTICITY INDEX GREATER THAN 20 \ \ CONCRETE EMERGENCY COLLAR(SEE DETAIL , / SEE DETAIL ITT RDI PIPE
OR AS SUBSEQUENTLY SPECIFIED BASED ON LABORATORY TESTING,AND HAVE A SOIL PERMEABILITY OF \ \\ SPILLWAY-SEE DETAIL THIS SHEET) \ �A .5-551� _ / eEvorvD IW�L) INSIDE of TOP VIEW OF GRATE1E-5 CM/SEC OR SLOWER AS DETERMINED BY SOIL PERMEABILITY(ASTM D5084). \ \\ (TYP.) _
2. SOIL LINER FILL MATERIALS SHALL BE REASONABLY FREE OF GYPSUM,FERROUS,AND/OR CALCAREOUS \ \\ 560 =-'� 553 � \› t
CONCRETIONS AND NODULES OR OTHER DELETERIOUS SUBSTANCES.SOIL LINER MATERIAL SHALL BE N. ` ` ®® , 12'TOP _ -N!
/ - 553 : E L BE
RAKED OR SIEVED BY THE EARTHWORK CONTRACTOR,IF NECESSARY,TO REMOVE ALL AGGREGATE \ N. � �, OF BERM 55=�V ��54- \\\ / - cou BOTTOM
OM0 raoM OM PS AT 2e DAYS MINIMUM.
.�t2� PMMIMMI
F
GREATER THAN 1 INCH IN DIAMETER.NO MORE THAN 5 PERCENT OF THE SOIL LINER FILL MATERIAL \ --a aE�w�x ftFBF
SHOULD BE RETAINED IN THE NO 4 SIEVE ® 4 K ®-- _� \`' . . _. uTFALL I 553.dd
RUCTu
�-. 548 CMOR�ICXX XE) \
3. ALL CLAY CLODS WILL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A HOMOGENEOUS \ _�e- /•'� '- _ [I]r
•
CLAY SOIL(PRIOR TO COMPACTION)THAT IS FREE OF CLAY CLODS GREATER THAN 2 INCHES IN DIAMETER. M 547 !i, , E /- z - \ J1 sSs.ao III* T,.,,.,.� SHELF tat t r Iy IyI-IIII
CONSTRUCTION: - 5 FOREBAY �' `: / 1 e-�: 1 L7-CJL
ss BERM-SEE IL®�� � Itr'?:
;Gw�._ \ our, FEET SIDED VIEWL S.
FRONT VIEW I-II-InI-Ir I-I�I-1. CONSTRUCTION METHODS,SAMPLING AND TESTING WILL BE RECOMMENDED BY THE GEOTECHNICAL , DETAIL(TYPJ \ - PROP.12'SCM ACCESS
ENGINEER.TYPICAL TESTS TO BE INCLUDED WILL BE MOISTURE CONTENT,IN-PLACE DENSITY, 7 DRIVE EASEMENT(15%ATTERBERG LIMITS AND PERMEABILITYTESTING. 1 - MAX GRADE-5%MAXI rI TER BASE OF smu RP.MOE ofDIASTRURTUEr-IFIr JI 1 /;� CROSS-SLOPE) PURDE CTORF 2. PRIOR TO SOIL LINER PLACEMENT,THE PREPARED SUBGRADE SHALL BE PROOFROLLED WITH A LOADED '\ ' I �:DUMP TRUCK(MIN.20 TONS)OR SIMILAR RUBBER TIRED PNEUMATIC VEHICLE,A MINIMUM OF TWO PASSES FOREBAV EXCAVATE 1' • 'l ' ; • L7I-1 GI -II-I . LFOF35•R CSOR ETC
IN EACH DIRECTION. IN 7 BELOW DESIGN SCM 5 RISER I � RISER STRUCTURE ELEVATION DETAIL lylyIIsNCLE aFTSEr PRarnE GAEKEr.ro xrsCONTOURS TO 536.50 2:1I2 tI j ( ( 2: - WATER QUALITY � g i LICENSE NO:FOR SEDIMENT STORAGE` 4iIrDCBRI2 II • E-14073. LOOSE SOIL LINER FILL LIFT THICKNESS,PRIOR TO COMPACTION,SHALL BE A MAXIMUM OF B INCHES. I ' ,III� 21FER BE ZFTISXT
THINNER LIFTS ARE PERMISSIBLE TO ACHIEVE DESIGN GRADE AND/OR SOIL LINER PROPERTYOUTLET CONTROL SPECIFICATIONS. : STRUCTURE(RISER#5)4. EQUIPMENT OR TRUCK TRAFFIC SHALL NOT BE PERMITTED DURING THE PERIOD BETWEEN SCARIFYING \ , \ Z'%SS ES\�J
AND COMPACTION OF A LIFT UNLESS APPROVED BY THE ENGINEER. PROP.RIP RAP APRON I• / 560 "4 'l/L ��• r 11111111
L8=22'W1=10.5' l,' .. •
1
5 SOIL LINER FILL SHALL NOT BE PLACED OR COMPACTED DURING SUSTAINED PERIODS WITH AIR ll I' <
IN
...
c
W2-25.5'T-20 ` a`` \\\IIIIIII
TEMPERATURE BELOW 32 DEGREES F.IF THE SOIL LINER FILL FREEZES OR ICES THE FILL SECTION SHALL - l +BE RE-SCARIFIED AND RE-COMPACTED. 1 538 iE �S 0R n
--- -Y I'"`.�.� RISER STRUCTURE SECTION DETAIL �.• %
6. THE COMPACTED SOIL LINER SHALL BE CONSTRUCTED TO THE MINIMUM THICKNESS SPECIFIED BY THE DD Q . \\ •I * / (�
PROJECT PLANS. PG�\ `FES#J1 I I'11 \ \\ NOT TO SCALE /� E, r•,
.... ,
7. AFTER COMPLETION OF A SEGMENT OF COMPACTED SOIL LINER,BUT BEFORE INSTALLATION OF THE \ Yy \ /a 547 -547 �'A '- RISER STRUCTURE#5 DETAIL 039630 •
TOPSOIL PROTECTIVE LAYER,THE SURFACE OF THE SOIL LINER SHALL BE SURVEYED BY THE �'', •_ .b' -I (WET POND SCM NO.5) •
:L.,.,:",-
CONTRACTOR
TO ENSURE THE SPECIFIED THICKNESS OF COMPACTED SOIL LINER. - SOP , ''! Li � 548 �548 �9)'T F.NG I NEF:94.��\
-� , % FOREBAY // \ C� i-AA/yFW R.RF.�`SV
1/ PROP.RIP RAP APRON / Illl111111111AX`
®- BERM-SEE - 2024.10.3120:43:39-04.00'
BMP NOTES: - % DETAIL(TYP.) La=10`,W14.5.
/ - W2=11.5';T=10„
EMBANKMENT FILL MATERIALS , ' - � - ,'�- • -,- !�� \ P.rJB#J3 •i� - R5", / LITTORAL SHELF MAINTAIN MIN.10'SETBACK E A
1 CLASSIFICATION. BORROW ISYSTEMAL L(ASTM D248]L BE FIOR ANED ASY MIXTUREOF THESE SOILS.CORDING TO THE UNIFIED SOIL 1 561 / WET POND-SCM NO.5 - 557 1 _.
_ _ - - 'sSB TRASH RACK.6"WIN.RH PLANTNGS TALL ESCUE OUTSIOEM RTOE OF SLOPE OPERTY LINE OF) 563 POND TO BE LINED BOTTOM ELEV=538.00 / - FOREBAY EXCAVATE 1' ` POST CONSTRUCT ON FREEBOARD FROM TEMP. 10'MIN. EMBANKMENT.
LITTORAL SHELF WITH 12.THICK(MIN.) - TOP ELEV._55300-/ / �-- BELOW DESIGN /r CONTROLS EASEMENT POOL ELEV. WIDTH
2. BORROW MATERIALS SHALL HAVE A LIQUID LIMIT ILL)BETWEEN 40 AND 60 AND A PLASTICITY INDEX(PI) 1 T \ 547.00 TO 540.00 CLAY LINER TO TOP PERMANENT POOL ELEV._5q].50 / / CONTOURS TO 53fi.50 .I IV'OFFSET FROM RP RAP BERM 400 O:t SLOPE
BETWEEN 15 AND 30 ASTM D4318. I \ / SLOPE BREAK 50 YEAR EVENT WER Cu55 B RIP EMERGENCY SPILLWAY
( ) \ - OF LITTORAL SHELF.- (EXCAVATE 1'BELOW CONTOURS / FOR SEDIMENT STORAGE - CB013 STORMWATER STORAGE INVERTED WATER IF USES
i- -- RAP 15 MIN.DEPTH.
\ SEE NOTES ON THIS'- SHOWN FOR SEDIMENT STORAGE) / .--y DUALITY ORIFICE
3. MATERIAL SHALL BE FREE OF TOPSOIL,ORGANIC MATERIAL,ROOTS,STUMPS,BRUSH,ROCKS LARGER SHEET WET POND SHALL BE LINED WITH 10 YEAR EVENT LOCATED THIS SIDE 6"FREEBOARD STABILIZE INTERIOR AND
THAN 3 INCHES,SUBSOIL,DEBRIS,VEGETATION AND OTHER FOREIGN MATERIAL. .1 / STORMWATER STORAGE SEE DETAIL 21.08 EXTERIOR OF EMBANKMENT
12.THICK(MIN.)CLAY LINER TO / / / \ WITH GRASS
\N TOP OF LITTORAL SHELF(SEE / _ `i, y- - 551.fi5 �� 3:1 SLOPE
4. ALL MATERIAL CLODS SHALL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE rc- \ SPECIFICATIONS THIS SHEET) / -- A 1'_MIN -•=�*-:* _ �1`-`-`-'-`-Z.
HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER. ,1{_y� \ O F.E.S.OR ILMK NAHY4P06L\ WQV=598.50 _ � CONTROLS EA EVENT
EMBANKMENT CONSTRUCTION /. I .' \• \\��II 7/ L 'O /) HEADWALL
PERMANENT POOL t 0 6• ,
-_ .... 547.50 _ 4 _ _
STEP 1:SUBGRADE PREPARATION ' I=III=III I I=III I I. �E I 'T --�%������������L���Z,����AI _
1. COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS. INLET PIPE 10 LITTORAL SH0 LOP `F / T SyfE +-+ I I F,I I II I,-_, -III- e., = r
ENERGY DISSIPATOR -I_II-I
2. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE. GRAPHIC SCALE �� 2:1 SLOPE STABILIZED -III- =III=III-III II-1II Ilr„.II III w w w
TO POND BOTTOM
3. SCARIFY SUBGRADE SURFACE TO A DEPTH OF 6 INCHES. PROVIDE
6 5 a H-
OP II
SEDIMENT FOREBAY POND TO BE LINED -EINFIXICED w w
4. PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS)FILL AND COMPACT TO DENSITY EQUAL TO OR ,9 = ENTRANCE ELEV.-53].50 WITH 12'THICK CONCRETE PIPE ME URES 5 a
/ EXIT ELEV.-538.00 (MIN.)CLAY LINER TO (RCP)REQUIRED ON 3 5 U
GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL. SEDIMENT STORAGE ELEV.-SOS.SO Max POND MD-
FLOTATION FOR OURET PIPE.
TOP OF LITTORAL OUTLET
NOTES: SHELF BOTTOM ELEV.=538.OD ROTATON NO HDPE UR CMP PIPE O w O w
STEP 2:SEEPAGE KEY PLACEMENT4._ (IN FEET) Know what's below. SEDIMENT STORAGE ELEV.=537.00 PAD PERMITTED. tOJ U
1. SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS. 1 INCH= 30 FT. Call before you dig. 1. 4-6 INCH LAYER OF AMENDED SOIL IS RECCOMMENDED ON LITTORAL SHELF - z z
Gas AREA WHERE PLANTINGS ARE REQUIRED(SEE SOIL PARAMETERS IN SCM DESIGN w w US
2. SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AS REQUIRED THROUGH ,p Basin Permanent Pool Stage/Storage MANUAL)
GEOTECHNICAL SEEPAGE ANALYSIS.A MINIMUM BOTTOM TRENCH WIDTH SHALL BE 10 FEET AND THE E J$ Elev. ' Forebay#1 Area Forebay#2 Area Main Bay Area Total Area Forebay#1 Forebay#1 FOrebay#2 Foreb ay#2 Main Bay Main Bay Total y w w w w
TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND BONDING BETWEEN 3T 2. PROVIDE 20 ACCESS EASEMENT TO CONNECT WETPOND EASEMENT TO DEDICATED
Incr.Vol. Accumulated Incr.Vol. Accumulated Incr.Vol. Accumulated Vol. Accumulated Ml Ml Ml A
THE SIDEWALL SOILS AND SEEPAGE KEY FILL. "0 RIGHT OF WAY, ACCESS ROAD SHALL HAVE MIN. 12'STABILIZED WIDTH,MAX. re
Vol. Vd. Vol. LONG.GRADE OF 15%,MAX.CROSS-SLOPE 5%.
STEP 3:EMBANKMENT FILL PLACEMENT i 537.50 .00 sf .00 sf .00 sf .00 sf 0.00-cf 0.00-cf 0.00-cf 0.00-cf 0.00-of 0.00-cf 0.00cf g A S g
3. DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE THROUGH
538.00 50.00 sf 15.00 s( 6,614.00 sf 8,879.00 sf 0.00-cf 0.00-d 0.00-d 0.00-RI 0.00-d 0.00-d 0.00-cf GEOTECHNICAL ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER SHALL BE o 5 C Mks
1. EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3(HORIZONTAL)TO 1(VERTICAL)OR AS SHOWN ON THE 539.00 101.00 sf 76.00 sf 7,306.00 sf 7,483.00 sf 75.50-d 75.50-d 45.50-d 45.50-d 6,960.00-cf 6,960.00-d 7,061.00-cf REQUIRED FOR EMBANKMENT SLOPES STEEPER THAN 3:1, c c _ a
CONSTRUCTION DRAWINGS.DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE
e
THROUGH GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR SLOPES STEEPER THAN 3:1. 540.00 305.00 s( 215.00 3f 8,029.00 Sf 8,549.00 Sf 203.00-cf 278.50-d 145.50-d 191.00-cf 7,667.50-cf 14,827.50-d 15,097.00cf
541.00 536.00 sf 454.00 sf 8,783.00 sf 9,775.00 sf 421.50-of 700.00-cf 334.50-d 525.50-of 8,406.00-d 23,033.50-d 24,259.00-cf 4. WATER-TIGHT SEAL MUST BE PROVIDED BETWEEN ALL RISER AND PIPE JOINT
CONNECTIONS. i 2. FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 81NCHES IN THICKNESS AND BE 542.00 800.00 s( 737.00 s( 9,569.00 sf 11,106.00 sf 669.00-cf 1,369.00-d 595.50-d 1,121.00-d 9,176.00-cf 32,209.50-cf 34,699.50cf a,
COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR(ASTM D698)MAXIMUM
DRY DENSITY,OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS. 543.00 1,091.00 sf 1,055.00 sf 10,386.00 sf 12,532.00 sf 945.50-cf 2,314.50-d 896.00-d 2,017.00-d 9,977.50-d 42,187.00-cf 46,518.50-cf
544.00 1,412.00s( 1,411.00 s( 11,235.00s( 14,058.00 sf 2,925.00-cf 3,625.00-d 2,797.50-of 3,323.00-d 30,027.00-d 53,060.50-d 60,008.50-cf
3. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE THE 545.00 1,761.00 sf 1,805.00 sf_ 12,116.00 sf 15,682.00 sf 1,586.50-d 5,211.50-d_ 1,608.00-of 4,931.00-d 11,675.50-cf 64,736.00-cf 74,878.50-cf Q_
OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED,OR AS OTHERWISE APPROVED BY THE ENGINEER. 546.00 2,139.00 s( 2,239.00 s( 13,029.00 s( 17,407.00 sf 1,950.00-cf 7,161.50-d 2,022.00cf 6,953.00-d 12,572.50-d 77,308.50-d 91,423.00-cf WETPOND PROFILE
4. FILL SOILS SHOULD BE PLACED IN CONTINUOUS,HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. 547.00 2,546.00 sf 2,712.00 sf 13,976.00 sf _ 19,234.00 sf 2,342.50-d 9,504.00-d 2,475.50-cf 9,428.50-d 13,502.50-d 90,811.00-d 109,743.50-cf \ ;
EXISTING SLOPES GREATER THAN 4(HORIZONTAL):1(VERTICAL)SHALL BE BENCHED TO PROMOTE 547.50 .00 S( .00 s( 23,111.00 S( 23,111.00 sf 0.00cf 9,504.00-d 0.00-d 9,428.50-d 9,271.75-d 100,082.75-d 119,015.25-cf \ -) p
BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS.BENCHING SHALL BE PERFORMED AT MAXIMUM
OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FET HORIZONTALLY OR AS %Forebay= 18.92%GOOD
SPECIFIED ON DRAWINGS. Required PPE= 545.124 t PLAN VIEW BAFFLE 3RD BAFFLE: NOTES: p
Proposed PPE= 547.50-ft SEDIMENT BASIN HARDWARE
ro
5. WITHIN THE UPPER 12 INCHES OF EMBANKMENT,FILL SOILS SHOULD BE COMPACTED TO 100%OF ITS I>o DESIGN CRITERIA CLOTH 1. REFER TO NCESCPDM =
STANDARD PROCTOR(ASTM D698)MAXIMUM DRY DENSITY. l'''l'' SURROUNDING SECTION#6.61 FOR
,:; SKIMMER ADDITIONAL DESIGN
6. FILL AGAINST SUPPORTED STRUCTURES.DO NOT FILL AGAINST UNSUPPORTED STRUCTURES. DRAINAGE SPECIFICATIONS J
AREA >10 AC' 1,4 REGARDING SEDIMENT
7. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE IN (ACRES) G100 AC. cI 10' BASINS.
ti
Pool
El Above
ove Permanentevaon INFLOW Cr)
PLACE. Basin Detention Stage/Storage MIN. CIVJ
STRUCTURE
Elev. Contour Area Incr.Vol. Accumul.Vol. 'Id 2. REFER TO STD. Z
8. PLACE A MINIMUM OF 6 INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE MIN. 41 #524.1 FOR BAFFLE
547.50 23,111.00 sf 0.00 ci o.00 d
GROWTH. LENGTH TO 2:1 )�_� r SPACING AND 0 =
548.00 26,829.00 sf 12,485.00 Df 12,485.00 d WIDTH RATIO "~"•% �15 INSTALLATION.
STEP 4:OUTLET PIPE FILL PLACEMENT 549.00 29,596.00 sf 28,212.50 Cf 40,697.50 d ,:r.Z. -•.. 1..^.:I
550.00 31,843.00 sf 30,719.50 cf 71,417.00 d 'I ISER 3. FIRST BAFFLE IS TO n
1. FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS AROUND THE BE CONSTRUCTED OF
551.00 34,146.00 sf 32,994.50 cf 104,411.50 d MAX. SKIMMER
OUTLET STRUCTURE AND ABOVE THE CULVERTS. 6:1 RIP-RAP AND#5 a
LENGTH TO AVERAGE AREA* " DEWATERING WASHED STONE,WITH w
552.00 36,506.00 sf 35,326.00 of 139,737.50 d j%y
2. COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS. WIDTH RATIO WIDTH W= L ;�S.z DEVICE A MIN. HEIGHT OF 3' �_
553.00 38,923.00 sf 37,714.50 cf 177,452.00 d -), AND MIN.TOPWIDTH
3. COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR(ASTM D698)MAXIMUM 1800 *AREA OF BASIN WATER A- L=20 OF 2'.
DRY DENSITY.COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT MIN. SURFACE AT TOP OF MIN./ w
VOLUME PER(CU C.
ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED OR AS OTHERWISE APPROVED BY THE TRENCH REQUIRED PER AC. PRINCIPAL SPILLWAY 4. FLASHBOARD RISER Q
ENGINEER. WET POND MAINTENANCE-DEWATERING ,II WIDTH TRENCH DISTURBED) NOT PERMITTED FOR C
I- GRADE r WIDTH CROSS-SECTION VIEW �sEE NOTE to USE IN THE TOWN C
4. ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE 1. POND IS TO BE PUMPED TO DRAIN FOR MAINTENANCE AND REPAIR NEEDS. III - = W EMBANKMENT OF WAXHAW
EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION. 1- --f I II�II U 2' -�1=III 435 1'FREEBOARD Q
"' W - I'� Z _ 6"MIN. INVERT ELEVATION '^ ?
m 2. CONTRACTOR SHALL SUPPLY PUMP,HOSE AND OTHER REQUIRED APPURTENANCES AS REQUIRED TO W 'I. IIkPII d MIN II-II SURFACE SQ. FT. INFLOW v!
5. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS AND FILTER MEDIA ARE DRAIN THE PERMANENT POOL WATER VOLUME FROM THE STORM WATER CONTROL MEASURE(SCM)WET I-W W -I AREA PER CFS STRUCTURE OF EMERGENCY SPILLWAY \� �T OJ
POND. II W0 d _6„ ® 1llll I ~ II I, REQUIRED DEWA ZONE ,' 2'MIN. H (RISER)\ -_ Q
Or INSTALLED. I II 0 36" II IICC
4. SCM WATER LEVEL SHALL BE LOWERED AT MAXIMUM RATE OF 121NCHES PER DAY.CONTRACTOR - - '. e T- ,
o o- - II II Q10 PRIMARY SPILLWAY
n FIELD QUALITY CONTROL _ V
3. PUMP/HOSE INLET SHALL BE SECURED AT LEAST 6"ABOVE THE BOTTOM OF THE WET POND TO PREVENT •
uJ Z ' Vl
SEDIMENT INTAKE AND DISCHARGE. M I- ERINGi$z-. - W
m 1. PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422,ASTM D698,ASTM D2216 AND 54IIIIIII S
g ASTM D4318. : -2, EMERGENCY 0
12 �: 36 12 FILTER FABRIC - SPILLWAY 2
SHALL BE RESPONSIBLE FOR MONITORING WATER LEVEL THROUGHOUT THE DURATION OF PUMPING. 1 III
2. TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL PLACED,WHEN LF, - - RCP/ -' 54 W
MATERIALS USED FOR EMBANKMENT FILL CHANGE,AND/OR AS DIRECTED BY THE ENGINEER. 5. PUMP DISCHARGE SYSTEM SHALL BE EQUIPPED WITH A SILT FILTER BAG WHICH SHALL BE TEMPORARILY TI - 'IC ANTI-SEEP ��' SEDIMENT ANTI-SEEP =
INSTALLED NEAR THE WET POND'S PERMANENT OUTFACE RIP RAP APRON. N I DATA BLOCK STORAGE ZONE BAFFLE COLLAR OS
_ 3. SAMPLE SIZE SHALL BE 50 LB. �L COLLAR 'L4 I NOT TO SCALE
Ot 6. CONTRACTOR SHALL ENSURE THAT THE FILTER BAG OUTFLOW DISCHARGES AT A NON-EROSIVE I` I BPIF BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT I{ Z L T W SKIMMER SKIMMER PROJECT INFORMATION
d. PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556 OR ASTM D2937 AND Ii I FAT AREA AREA Q+o KL UIKLU pKOVIULU UIK HK VI U DEPTH (FT.)(FEET)(FEET)(FEET)(FEET)(FEET) PIPE ORIFICE
VELOCITY. - (ACRES) (ACRES) ILA
1t�U u yL H/2 DIAMETER DIAMETER PROJECT MANAGER: MRR
NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216. II. -..II ANTI-SEEP COLLAR. 12 (CUBIC FT.)(CUBIC FT.) (Sa ) (S�FI.)
7. CONTRACTOR SHALL VERIFY THAT NO SEDIMENT DISCHARGE OCCURS DOWNSTREAM OF PUMPING • •-'.II CLASS B CONCRETE 554' = SCM#5 19.40 AC 19.40 AC 38 CFS 34,918 177,452 15,868 38,923 2.75 5.5 5.5 20 1 12 2 2 DESIGNED BY: OAR
m 5. FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS: OPERATION. S J'
EMBANKMENT FILL: SECTION A-A DRAWN BY: OAR
3 EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER 2,500 SQ.FT. 8. AT THE CONCLUSION OF THE PUMPING OPERATION AND POND MAINTENANCE,THE CONTRACTOR SHALL PLAN VIEW
Si PIPE INSTALLATION: REMOVE THE SILT ACCUMULATED IN THE FILTER BAG TO AN OFFSITE LOCATION. TOWN OF WAXHAW PROJECT NUMBER 2340409
__ EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER 30 LF OF PIPE
9. CONTRACTOR SHALL THEN REMOVE PUMP,HOSE,AND APPURTENANCES AND RETURN THE WET POND ANTI-SEEP COLLAR ENGINEERING DESIGN SEDIMENT BASIN (-STD NO REV ORIGINAL DATE: 05/15/2024
6. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS,REMOVE WORK,REPLACE AND BACK TO NORMAL OPERATION.
RETEST. \ NOT TO SCALE STANDARDS 504.1 / SHEET,
PP. C4.11

.N of Ey 2N
¢ 02 ,% "
W U
O 0 O O
+ 0+ "T41
5700+ O580nlor:nnn p+egO Q m Q�amOeommF m'6'2 876amzzp oQ2'j 1.U#�N'1= V910.aNCZ Z Z i.41 > RF�> \\ 111111:Noly:/.
/amrczzz amo: `o��NCA �:.O O O O O O O O PROP.GRADES ^ PROP.GRADE ••••••"•• t5+ + + + + + + + + y _ = LICENSE
O N co v v+ 'O N. I• 560 570 — _ ' E-14O
Q N n _--- EXIST.GRADE ''i 9,4s••••••• ���````Qn O1'g ¢e-^ — 111
U EI.II Y�I
a.:n g O a O �Jp t .J/�;1
rc�f» O¢�> 15"RCP • 7
580 pip"4as li 35.33LF i�,
@0.56% - SEAL 1 =
_ �,y 15"RCP - 1 038830
35.33 LF
+ ¢Qe �� @3.47% '9•.F g-/.2'
Q ,,�ye......E .
y n z z p
550EXIST. GRADE 560 ��IWIRIIR
N II m n m A V M -M 2026.09.28 09:44:33-06'00'
O 0. `2 7 7 7 / ,Ti �O '- Ol O 01
+ QQ.n +' QQ, a , / mi N n ii E N n m m 3
ryQ 0 . N m 0
-/
/
A_ _
mmmj mm
111
—ai
NZ20 f4ZZO
Oa EXIST.GRADE OQrirc=== /� /
-- wilwai
570 d m ^ ¢m /// 4i/ / 35.33 LF@15".R00C%P
-- ' Q Q�
/
1p19 /F%
lid!
/ PROP.GRADE n / '
NO p,':mZZp OQFW / %D / 17
1011 2194 .8
dF Z ,
llbi
560 FA/ ■�-1 _
FA mium �ml o m o M
+ ++ + +
F111.111.111
— - 580oR 58000 O.
�_ w 18"RCP N
2.9' / 24"RCP 152.73 LF @2.00% r -e:l A
- VERT. (CLASS IV) n
24"RCP \ DIST. / 86.36 LF .d Q Q 'm" o
121.60 LF@0.54% \\ /
\`` @0.50% + Q¢c al: n .o 'm'm il' #R��
30"RCP ���\ / Qoo o5; Q71. E, Gr m O0�n n O OONO =
26.58 LF@0.50% / 0ON N Yfi muy.0II 0 0II U* II?O a+ O
550 t / 40mll ll , �omll � �. OQ00j =n,:NzzO D.•:i� O O.7DO E~wZZZ amz?
t OQ »> KH�» a0'H�> 3
ay�ZZZ 1mKZZ D.NC= i
570 570 g
0
1 /T-`` o
EXIST.GRADE
INVC PROP.GRADE ^ PROP.GRADE
INV.ELEV=546.56 EXIST. GRADE •✓J \11_ , -L&/- C�
UJ
// ~540 o m M mV a r M� m / — _
L 1r oN IS ,.j FO6 2^ ,of ^M .oN i/ // _ 15"RCP
560 560- 35.33 LF N
- vu'i n inn umi n n m n m:On n n'� n H i / 15"RCP
/ // //- 35.43 LF @178/ C Z
/ G
/ Ce
o /
/ O W
rc 1// _18"RCP N Q
68.74 LF @ 5.22%
Q
z
s
U
W
i
� CI 550 8 cnog 550 V V
m N .p ci .I-; O h
n .n V m N In N =
N
PROJECT INFORMATION
PROJECT MANAGER: MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAV
3 81 - 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAX
� Md = J I� _
PROJECT NUMBER 23-00409
oziAlr
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
�� ORIGINAL DATE: 05/15/2024
(IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET,
Know what's below. 1 INCH= 40 FT. 1 INCH= 4 FT.i' Call before you dig. C4.12

o 0 0 0 0 v 0 0 u•4 0 0 N
O O in O O O 0 0 0 N _o o�
5800 N M a a 5700 5800 - m o =o.
GRAPHIC SCALE N o y y
9 - J `III j "„ ¢ °W3LL $ �
d m fW U
(IN FEET)
aj m
z z
1 INCH= 40 FT.
° n•
YiNv vyn m� n o0No g
�'l gb o ,.; # Eln a- giP: em2NI OaO Pill; �e N VERTICAL GRAPHIC SCALE„O¢2jj C0'ZO OON1 EXIST. GRADE ON_ Z dN-zz OQ2 OQr»> OQg> Pj...1
570 a;dZZ 560 aNFz dwrc 570 `
mmil 11
(IN FEET)
=11NCH 4 FT.
m t,A, PROP.GRADE- G
m V N E o 8 PROP.GRADE sag,
o O of
a ui m II # O v) N c \\IIIIIII////
[77. n 2,T,T A W e�4 N n N a co n,� \\\\\ C/{ �
to'f;g O # D O LL+o6 n cmrooi meNo -(N R
LLoo5 KHj • -------- _ OQj U'vl°io it j U��j n 7 :�/• l"9 �
d....�Z dwzzz -- - KF_Z d . SSO d.. ?O NOTES: - •:
od 11 ----- dv rc_ pQ 11 QQ II _ d LICENSE NO.: 1
E.'.l~iJKS _----- - - 15"RCP / aai�zzz aaiR33 _ N F-1407
127.13 LF @ 0.50% // 15"RCP 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT i j
560 —' / 550 ,, ,00%33 LF 560 0 2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE G •....�j
15"RCP / @ o°n'N ��/i^,S$ Eg.
150.51 LF @ 0.50% / 44°�° - m r w r ////U li..... \/
e 3. RIM FOR JUNCTION BOXES JB =TOP CENTER OF MANHOLE COVER 1
" � 15"RCP // 291 LF Ur.h� ( )
/ N. PROP.GRADE A
_ / -- �•\_ / �- dNd'� ``��pf�,,'�� n
�/ `/ EXIST.GRADE\\ /// \j// r `\ �/038830
15"RCP \ / EXIST. GRADES W
550 540 550 } 2024.10..31 20:43:50-04'01Y
- 15"RCP_ m rc rc rc
- --- 104.46 LF @ 0.81%
_ __ 15"RCP
22.33 LF @ 1.00%
15"RCP
35.33 LF @ 0.50%
540 0 0 oo N o 530 0 a 540 co a N
e In `-0 `-O o c? N , N .o 01 M M
e ^ M n OD
HIG A6 IG A tti A ,`Ass' m O V n V WN: rii
N N
• e,n n L.N N .ON .ON N itl N N a .3
n2 � w
m
O O O 0 r O N 3 3 L
580 a- N CICI570 0 0 o Is
00LA
�I EXIST. o 0
+ n-.sm — GRADE O_ w E. El
n In w (TYP.) w
oo too _ rc rc
e m1Ovei D a e
* B=2 venz1O m w A « A
S vlm� OQD O ��� o S" C C
.non rcrf jj j #aom n v e -
dNO:ZZZ mN.Dg
m N N N N F U D y�
U+.n II II > II
d��nzz0 z��> , ".
�Fjjj _ dwR?
dNxzzz z
560
530 PROP. 570 / ——\\ i
GRADE , \ EXIST. \ PROP. Q
¢ x
a —
+.yZ Vrit:V II //. bii
N _
dNx? PROP.6" ORj a�inN vnei /� ayzzg n ;oN e = r
EXIST. fD.I.W.L. o:~-z mv.n°' n / me°D Ins LLI
Ua,�lnr Un�F- _
d In d'_ Ve�,x F / a n n e.�it a n
GRADE a?,,nzp // OrNn � oM,Dn __ 0
(NP.) /� 1\-\ �Ffjj / 042>: 042 >: OQgj 15"RCP Im Q
1Y / \ dNO:zz / x~-ZZ ~-ZZ ~-Z
520 560 .\ , dInr__ dIn7 _ dInR- 550 ( 28.33 LF 2
4.8' / \
P. / VERT. 1.1' \\ ,/ PROP. _ 4.O' W
PROP.
/ DIST. VERT. \ / GRADE VERT.
/ GRADE _ _ --- DIST. " (TYP.) DIST.
/ J
LL / PROP.8" ��._ N
° �/ _- ,n - ac a In un°' D.I.W.L. W
ER d:. not w'om.R • M 0
17) // VERT. 3� d� LL+0 n
DIST. z II N„ O 'A z VERT.
18"RCP ¢> �r > 4 ---- --_ Q
98.63 LF@0.50% rnW NW dvlz3 DIST. - _---- - - °a Z
$ mj j ----- Y 96.19 LF-1_0 - 540 `n N O
510 �� "= 550 - --- ---------- — --- — r 15"RCP 3
_ 28.83 LF m i y
_ ---"fe --- 4.2' / @0.50% zQLL tu
- --------- VERT.
DIST. h? x
-- 15"RCP aD- ¢
18"RCP w
108.32 LF @ 0.56% 94.62 LF @ 1.24% N
24"RCP
44.33 LF @ 0.50% 3 S PROJECT INFORMATION
PROJECT MANAGER MRR
y. DESIGNED BY: SAX
3 y W> DRAWN BY: SAV
I I k,-.� 500 540 °D Z PROJECT NUMBER: 2340409
o p m 3 N N r N n o co n o N 530 0 N.
ORIGINAL DATE 0511 5I2024
Know what's below. t+1 N e mN RI o oN o n m o SHE
s Call before you dig. " , " . " In Ln N vv us 2 In N u, 2 .0 2 L. N vl N C4.13

.N of Ey 2Ng
a 0.2 m "
W U
0 0 0 0 0 0 0 0 0 0 0m ImmjEMM1
5900 o N M v W o 1, 0 CO 0 0
1111V111111°'
U' V n
"SpullUuq�,�
Eq.eN H 5g0N� �� °�N �ARo°•,
(m.7,1 II j Hill Vert t riA S :_
2p a•:NI?O a'nO - LICENSENO.: : _
C rc,2jj ?.. i7., 7 y F-1407
580 amrc=? 6NO ZZ awl_ ;Ff•. �```
eo a EXIST.GRADE /" �\ ����j 11 I'�Y 7/
il.dI.
aU C C N
O fy . N V mNNCD iirNamnn4mVaRRTl nu WI c.m.,N� 5rn VaWhZZJ aVoz VyJ y`-b1J UN e zzpO�,im1 0 j � na lj 2ffj6NCZZ �ONdZZ2 E > Fj 6NdZ 6y2Z Ng2Z2 aw—zzzz am—zzz / � 2�y1EW.R. F.`,`4,rrrrlrO
024.09.2609,44,48-04'001
570
1TT AT L.i//
c-74 -ice/ ��� � 15"RCP
/ 43.47 LF@1.00%
LLe„II 7/ ____„,„/
Nz
O Q j PROP.B" � /
aNrc? D.I.W.L. �_��-___-_--_ `_._..� // n/
560 __ �'� �� , " x
\�-_ .�/ PROP.B"`� / _ o
-i ' - ... -- O. D.I.W.L. _- �0 �i� 24"RCP 4,
/ . 47.50 LF @ 6.38%
8.4' EXIST. 12" O__'A 30"RCP �/ y
VERT. ...,,,,--EXIST.
GAS 3.7' \ 117.16 LF @ 0.505.
DIST. LINE VERT.— _ \ _ �__ 3
2.2 DIST. \ -i - J 30"RCP o
VERT. L / 1.0' -
61.97 LF@5.00%
1.5' DIST. U�/O // VERT. o
VERT._ --�--- \ / DIST.
a
----- DIST. -
- - / _ w
—�--- -
------�----- 42.RCP \
1 442 LF @ e
-- -------- --- 48"RCP(CLASS IV) 0.93% / se
ce
550 148.07 LF@0.50% --- w N
48"RCP(CLASS IV) -- -
80.02LF@0.50% -----------
------
-- o
48"RCP(CLASS IV) 36"RCP_
48"RCP(CLASS IV) 95.12 LF @ 0.50% 45.13 LF @ 3.46%
48"RCP(CLASS IV) 59.50 LF @ 0.50%
58.41 LF @ 0.50 3
8"D.I.SAN.SWR. a
48"RCP(CLASS IV) INV.ELEV=553.48 3
59.18 LF@0.50% - - o
3
540
U W
m � u)
1 LI O =
> a
v) I-- a
530 — I� _ M
E � � . M No orn 73 aw `, �� �° _ O N w
c r .6 ° N rn a N M j N 2 O N N m A O T °3;O P M ,M
u a N0 l 10 N N n N0 vl 53 v 10 Lc,G) vi fN Le A v n L n N Q
I a
Z
1 re
U
PS w
2
p
2
a
w
x
N
PROJECT INFORMATION
PROJECT MANAGER MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAV
3 81
- 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAV
� Md = J I� _
PROJECT NUMBER: 23-00409
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
�� ORIGINAL DATE: 05/15/2024
(IN FEET) (IN FEET)Know what's below. 1 INCH= 40 FT. 1 INCH= 4 FT. 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET
Call before you dig. C4.14

ci
O O 0 10 O N is;iflHf1
0 580 580 f
1U
Yl V
# H.
N II �O'O O
O
77('
II ? z O » O -
!Cali
U N M4 U U V' .nII a O .I pU uh + C1Vo r -
2,m8q .1 H N WNui O - r0G m E,.A11 pfiZ
UNON < N2Z
d 2Z0 Um�gh UN1y�o
• U J PT% U !!?E!
�F�, ..N==OPZEM1
KFf»>
570 dvrczz dfl Oml Om fJ7
570 -1,,,
0 0 0 0 0 0 ^♦
0 0 0 0 0 0
/ .// O _ N M v
EXIST.GRADE / 590
PROP.GRADE- / ' EXIST.GRADE PROP.GRADE \\‘ IIIIII��////
J � R�l ti9%
���'��_ _ I l = ? LICENSE NO. S
---- I I 7 i• F-1407 • F `
t
560 /// _-- _------ AVERT. 560 M ''/�/.30.7-..`,
-���- 15"RCP DIST. �/
RCP ry,�
65 LF @ 2.00°)" 34.78 LF @ 1.00% ��t�� I✓y.d
ig
-58. 15"RCP
- 15"RCP 580- - '/• •
18"RCP 135.84 LF @ 1.24% 8"SAN.SWR. 3.2' 22.34 LF
@ 1 00% O1 9
INV.ELEV=557.45
46.93 LF@2.50% VERT. - f..,..:0;. •,:i,y7...4„,
SEA =DIST. m Pa; Ne n 03883\?mEXIST.GRADE V ui nU N IIRmBr A uom�f9�'.FjY �
ry o� oN p+\� J o+m �T• GINE,.•'��`
Eg+ UUN Um 6124 Dail�•0•
Oa.0 i.HFWIRiIRE\�
II p N O 2 p a N 2 Z a N K 2026.09.28 09:44:56-06'00'
' y d
OO N O N W O II-
550 550 U oroV II U;iN N KrOG _ - �---
--\
___ m
CUO 0Z23 n J �' \ \
NCZZZ ds~i 2 / / \ � O el O
~DZZ -. 0 N 0
_ + + + +
570 5700 5800 0
/. PROP.GRADE- M M
/ ef. e7 M
/ vo#i UUe n m it V V'V oo M V
//� #o .7141N U#,- n Voaom.3vv'' E..o..4
/ mON<N II m N II #ONNN Y' II UVO 9
/ O#vNIIIj O#yJ U+l^p IIII111J O#.oJ
d.o zz0 d� O dc.,,i o 0.940
540 .O 01 0 540 0) M _ dN2'=== oA7,2 dMK22Zz dNd'?
Oi w
n0 N Pi O / Au.
n� l� `im /nH N N n _ 124.13- __
__ PROP.GRADE g
560 ____-- __--- ----- ----- L' 560 570
___-- --- 18"RCP __------
1g0.05 LF@1.00%-- --- .....,,__-= EXIST._ _ .....,,__-= EXIST.GRADE i
O r _---- PROP.GRADE
O t0 15"RCP_ _ \ 0 0
O _ 0
Sin 570 ti 18"RCP 15"RCP
n U V o V m ry 71.89 LF @ 1.00% 23.31 LF 75
V.i.... iri'v'n U^maln "�1oN \ @1.00% o 1
tag:224 roN^°uoiF #'o�H 5.8' e
U+oy II II J U+oR II J r]#1 J
d..lizz0 2�. ?O d`ilO n VERT.
�r�»> �r4» �Ff>
DIST. i
2coRzzz dyRZZ dNm= 550 - 550 560
V 3 �J EXIST.GRADE a
PROP.GRADE Q d o
560 z 18"RCP o
44.13 LF
@ 3.59%
U W
540 �, N N c 540 550 a w U_ Q
15"RCP 7_ rn n m p to N o N m N v' N N O
22.33 LF �! - ( csi g N "'ei g 4 N 6 o 6 °° o E c O Ca-
@0.50% 2.0' u' gi v'� v'N �nN . N GiN uu', N uu'i � mr t 2 N
- /VERT. NN N�
DIST. N ~
550 EXIST. GRADE-
ti w z
0 15"RCP O w
E H 38.93 LF- N
71
Q d Q
Nj Z m 63
0
i' ce
Q
U
N
7.7 w
EL O
2
a
540 w
N
N� Log
n A PROJECT INFORMATION
N N H N
PROJECT MANAGER: MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAV
3 ,fi 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAV
1E1
fteAkeec'., 11 11 PROJECT NUMBER: 23.00409
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
ORIGINAL DATE: 05/15/2024
(IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET:
Knowwhat's below. 1 INCH= 40 FT. 1 INCH= 4 FT.
Call before you dig. C4.15

0 0 0 0 0 0 0 0 MI
dm -' "" d
5900 N M v 0 t0 1- am N ;-.2 E N RA x
W U
N O a O G
O m N Q U N G V W n g 4 U�o G 3, m m N
4 U U m G UUN m V d O U e r N H N N II m ri n% V<m m
UN nil N�vj U dtmO II UmtNOddm UN 'NI
38 a2 NNI morns #o.mi,N it w Nr4 a7 n mm�w12 O+n7
g"I?nn�vi 1j 1p4 G+n" Um;l�omn O+^z� u�nil'� c�+"' 7 D.°DNO
r:r2 °e� 2.7; numi 1 G. n?O # in a"''^_O a,..02Z p ,'. z O OQ II
IIII3 V1rIIII3 nEIIIIe, W,== Ea= Immammil
Z2 zz CHI;; yaN?3p o:F_zZ OQf;;; K' ��2 amrc?
D.�II O a•: t--o ymR== pQnjj a.No: a77333 O.NR'_
580 D.mo:zzz amr7zzz G.wo:zzz -'�__ `\
EXIST.GRADE ---- ----T- `\\\\ 41046
3"-PROP.\ D.I.W.L.
\ O O O N
// PROP.8" \�\ O O O +
�' D.I.W.L. \ 5800 N N
PROP.GRADE-
3.1' I 1.0' _^ U N om C S:' h';9
VERT.
/ DIST. kDIST. +ih
OmM�aEXIST.GRADEe m i LICENOS.
•
no NFF N
570 mO�NN f OQvmz p /__\'- ����_\ OHNO �,'`�
'27 7 r27 '�i'Q
U+mm n n c) KF _ \ D'F-_ SS ES•p
nluunll/ -- 103.94 LF@0.50% y',n Z z p awz3 3 // \ D.w¢z p�,OCIA `p,�
Roi
/ ama??? \
44
I:!m
�
PROP.GRADE �t.�/ '/ 2'RC1")" " 36 RCP_ 570/ �' LF @ 36"RCP 57.10 LF @ 0.50% / 'c>:
/ 115 59 _ - 48.98 LF @ 0.50% 112.74 LF @ 0.50% / ;9T'F.NCINEE�'``o`
/ __-- -�� 54.89 LF@0.50% / ___ ------ '''ryF.W.Ii. �.
560 // i-' i'' / _-- --- 2024.10.3120:43:59-04'0V
127.14 LF 1.00%
/ _' / 107.82LF_1_00%---- m xm xm
11 m N
-" in /
QW /
"J 560
550 u Y
;
00 545 o �, a ,� �, �, 550 r o =
< o „ N "? o � M �? ao o,� low .o . m ero <. r mr•
mc ^v
Nm Leo ^ nro ^mr
vr � r
N r mGi
N N Rio
N r N N Ero p Po' � o po
0 0
.1 R. N Lc, ,,,A N NrNm
O
N A
1C
O O v O C1 O a n g
O O
5900+ 580° O 5901
�4-
+ UUN m
m o m a O O1
v! iff N om n h n M UUN O O t
+ (.2 C"1 a *0 ..N F - H No em rn O1 O O
n� NmA I"' a?.umizzp at•.O WW1
#gym 590
e�oi vi vmi `&I: .n pQf;;; OQ1-; O+� I G+ O of
NN F LOIN II P.N R'222 Rtl ,Z 2 zzp n.4B U m
24g33 c+ ~ -- pQ�;;; paw; o .1: M
y.:nzzp D.��O aairczzz cr?.1 " !Tr:
..� 3:,:mmN v a
ic.4c PROP. pQl'21> v ^yam Enwm n aaiNil
D.mrc z z z GRADE ayCz EXIST.GRADE e V�o Uon II 7 c0°.1 o ng W W
(TYP.) m II m N^ y.. _O
580 570 580 z W cn
D ••IIo
EXIST. Tc.TY, - aairczz G.wo:? _
PROP.GRADE U c n II II
GRADE -�---\ mS'A 0 N =
\\\ �n'P') I0 \-EXIST.GRADE yNFe Z z z U
U a
\� �����` PROP.GRADE 5HO ' -/' W Z
NOTES: L PROP.8' \ \�{\/ ��• r -
r`-D.I.W.L. '^ J
1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT 3.9' \\\ Cl) W
-VERT. y > Q
117
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE DIST. _--_--- 16,0015"RCP EXIST.GRADE// Cl)
3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER -- 33.60 LF PROP.12" CC
-- 77 LF .00%_ D.I.W.L. PROP.GRADE PROP.8" G
570 ___113' -'- 560 I 570 / D.L W.L.
II 1.5 1.2' 0 o
15"RCP VERT. VERT.
Q
1'" 39.59 LF DIST. _ DIST.VERTICAL GRAPHIC SCALE N
," @ 3.04% L - 2'
h J i�i - 570 e __
( FEET) _ N
1 INCH= 4 FT. -
30"RCP PROJECT INFORMATION
22.33 LF
GRAPHIC SCALE 30"RCP PROJECT MANAGER MRR
67.11LF@0.50% @1.00%
�� DESIGNED BY: SAG
3 560 N DRAWN BY: SAV
- N of 550 ^ n 560 G N 565 m N PROJECT NUMBER: 2340409
ftWAVP
N v N ,co
� ro c'� � ^n v^i� � n inn ,^� � � ORIGINAL DATE: 05115I2024
(IN FEET) N if.' , �' N N v' N N N v' N
Know what's below. 1 INCH= 40 FT. SHEET:
Call before you dig. C4.16

ci
.N .f Ey 2N
a 0.W 38 m "
W U
ITi
1111111V116111'0 0 0 0 0 co0 0 0 0 o4. co+ ``�1�IICIAl1iIJ�Y2''
o a- N M a v ` o��N Ro�ti9
r LICENSE NO.: t
3 4 F-1407
%f�•, r��`��
590 - - ,0 ,
// a°
n r n /
`
•
O•:'
' ;n A / -. 0sUEZ O O = SEAL =
o+ `i11:rN // v - 1. 038830
/Nmmi EXIST. GRADE / U e
n az r 4'•:;%�;T'NG1NE:21.43o I li. i! ,;'NeW.RRC`\a?'zzzp /
OaAjj /i 0. 41
0 2024.09.26 09:4515-04'00'
aI--- /// Kra» EXIST.GRADE
580 M ay�z� 590 m
/ U' U v
/'/ U .OMN U5.00N
/ GI t �Nf I '0OI! N
/ Urn n UPI.n p
/ a••n 3 0 a n 3 0 + S e
U eo U / 5.s...)1,-,-,.. ir.4,1 00400 PROP.GRADE gI F„; On N
• m/ #OTn II U<7 N
gAuA ofn iilii
_ U+eN 11 j mN f
miii2q wo.3,?.grri 15"RCP OQ �0 o.v�na4E.. a9;.?0 : PROP.6.. 22.33 LF@1.00% aNrtzz EIG , x
n n n auJ•�=
yff» rgFi» FF:» D.I.W.L.Th - m
570 6NdZZ / ayyzz awrc?? 580 ee
// - VERT. ��� ���'_
DIST
/ VERT. II PROP.GRADE
/// 99>/ 22.33 LF@3.50% o 1
560 ..... // 570 15"RCP e
-_ - - --1S.•RCP(CLASS IV) /// 1 22.33 LF
_ 24"RCP(CLASS IV) -_- 99_24 LF @ 0.88°/a___i @ 1.00% i
82.45 LF@0.50%
VERT.
DIST.
a
30"RCP
o
22.34 LF @ 0.50% o
0
r
.!N ai0 N ' g:t Mm ctrn "rn 'at w w 2 A lV rn M M 2 N o v go'.41 o
us N an u L. u L. us L. 6- H v., 'n N 'n N W Cl)
= a
N 2
d
U
M a
w z
J
> p
V) Q
M a
IX z
0 0
ce
Cr) U
w
0
x
a
w
x
N
PROJECT INFORMATION
PROJECT MANAGER MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAV
3 0� 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAV
� Md = J I� _
PROJECT NUMBER: 23-00409
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
�� ORIGINAL DATE: 05/15/2024
(IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET:
Know what's below. 1 INCH= 40 FT. 1 INCH= 4 FT.5 Call before you dig. C4.17

.N of Ey aAg
m f O O O O O O O O O O " 8
O O O O O O O O O N w O N
t t t t t t t t t t t
5600 a- N el v 0 co rs co co CA
e e e r/ J
Jh
WW� W 7 cNOOh N WMtO�N Wm WI�.hM h
.11ANN II PIP II HQ II m�roNF m��IMDN f mNm�KH
U bYNl�I 7 V M II , V .Op II II V n M II J V#aa 11 II J V#,,II II J
Z d..NZ 0 d,2 Z V d..N2 0 d N??O d°•'� O
d��n O O Q° O Q° O Q° O Q° O Q
C22 dlgR33 dNK2=2 "D:== dmd'222 dNK222 111111W11611'
d N d_
550
i =
\ : LICENSE NO.:
.... i/ \\ i F-1407
M
W O G N
V$N'n.Ni>g // •\ � IS'? i -
vf
/ i'\ / = SEAL
/ �i' ' \\ / - 038830
Or; ti//f
i .0 ,--i
i,v ao II 2024.0 „ „,,,,23-04'00'
mNNF- 11 �mW W ,epei WII in.r+l0 ' / �'
d.. 2 JO W�Nvi IG m�vof�vl mMo.G eG / /-- e
OQiI 1014E n n 5IEE n 2.8' i
d'F�>> m+NNN F- VAI.jN F- V��.jNN F-
dNd.Z Z N ZZ J NN 2 J MNZ_O /11 VERT. i .4.
0 N
OQ255 j OQ2j j O4255 j DIST. ttd'F-_ CF-_ rcF-_ / --- i O O530 PROP.8"- 24"RCP 540
N' PVC / I 22.08 LF@5.57% m'vn
w ry Ni n WATER 1\ EXIST. GRADE / - 36.RCP �Tt # W W w n �y
m �jNr \ LINE \ PROP.GRADE / /�' 65.08 LF @1.32/0 < U O nnnO M
J __ n
d i 8 ~ � #OO��NN n ik
W ON OiC eVN WMnN
Ala» '/ O 36"RCP we MI VO .�II n ow~
W W t i / 22.33 LF 0.50% d
d y Z Z / / P
@ 171
c. 3
520 ___-- v 530
/ — Qc o
42"RCP 167.01 LF@1•�% 1.1' G PROP.GRADE
`\ ES
\ i // L --__ VERT.
52.32 LF @ DIST. -EXIST. GRADE
__ _ '/ ___ 3.0' 18"RCP
42�� 3g6)" _ - VERT. INV.ELEV=515.61 A
6T 55LF@ ----- - DIST. _ o §
3.6' 42"RCP 15"RCP
/ VERT. -84.32 LF @ 1.00% 1 22.33 LF
DIST.
@1.75%
510 ---- 42"RCP 42"RCP I 520 U
- 53.20 LF @ 1.00% 22.33 LF @ 1.00% _ 3
42"RCP C n
m 9.2' / N x
n
33.64 LF @0.50% NW u DEST. ;N
i� m> "u1
QW i-I i_ CD o
mZ N> "W LL o
",- „_ 0
I-
W W
W fn
500 o o v co co M 510N N = Q
ryln ao No aN ao loo typo Nst vo row rycp, ncp, N =
6 O 6 0, N N M rn I.: N N 1p m A A M N H N
W
M a
ti w z
J
> p
to Q
IX z
O °
ce
-
N
w
0
x
a
w
x
N
PROJECT INFORMATION
PROJECT MANAGER: MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAV
3 8� 1. RIM FOR CATCH BASINS(CB).FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAV
� Md = J I� _
PROJECT NUMBER: 23-00409
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
�� ORIGINAL DATE: 05/15/2024
(IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET:
Know what's below. 1 INCH= 40 FT. 1 INCH= 4 FT. A
i' Call before you dig. C 4.18

co co co co °w mi ENN
CO N O N "_ `°
Cl O O O O O O O O T O O O O ¢ o° 1O
N O O O O O O 0 0 0 550 560 'i,E $. 1
+ + + + + + + + + + ONi W U
6000 N el r r r <m e W L N m
Mii nN� ap t W W ON IOM p� i
>kOn.n+l.m"ln #aMC OIn aI01 ma m
U om�mm D]o�F vI <N38v' wM O
a.. �0 a„.p mo,u1i4f #N �H
g F22jjj 2;li OoaZZO Voa7
o-Na"ZZZ amO:= a' I��� 0;q>:
o-~c7ZZ Z a'F'Riz
PROP.GRADE Pj...1
aya"--- aNK=
EXIST.GRADE_--- —\— -
550 111111W11611'
590 //,�\\\ //-,, ---- —_—\\\ 54�� PROP.GRADE
EXIST.GRADE
/ / �E%IST.GRADE
j ��✓ ��— \ \` 15"RCP /__ 'CN.uuRo
/ �,— 28.33 LF / ♦♦♦♦ CA ///i�
\ @ 1.00% �.Off.••'• '••ti ti�i
m e /gt. / e r e N AVERT. _ ? LICENSE NO.:
n m• g e e DIST. _ t F-1407 3
=n =� c = / -+, n ww� I� El_ o0 15"RCP
m74 Mym n_,3 mN mn &� ,, / $om m ,"m �oN Ma o� re 28.33 LF :��J',p•,•................
:
LLI aO m Oi rlf w G N C W Oi n v YI / w r-N aC w N Oi -tnP tmP n m .#mxyy #�Nm nnmin In n / #amm n VP n #m n #oon @ / g ♦
m#yjm m#yjm al. H m#rm f m4rmm f # mm 4yj F- ':/// OCAT`�♦\�
Uoln n UFm n U v,n n O / O�m n U�m n n o f n 11 onn0 \ 1.00% ANIIN,�..
oamz0 oQmzO Or.mzz0 / OQm=0 oQmzz8„,55 $Q zz .55 oQmO 530 540 \VERT.
II II II / II II II-- II
580 amrc33 amrc3Z ama.zzz amD:ZZ aviKzzz amrcZZ ' amo3 DIST- 00`11,V.1_,l
v /// ``ig o/SEAL 9`
./ - 1. 038830
* w w e // w m w M Z W m W ��'�IIIIIMO ♦
m M . ZJ
n.p N H y my // m: m L PA N PROP.GRADE ro Z N> 2026.09.28 09:45:33.06'00'
FA
Opi .f / TON II w�- 11 - _ 3
00011nj / C1�"nJ G� nj m
&�� / &�4ZZ &�:ZZ ®/ 520 RI mo 530vl� mN
570 • Ni
u' u' 'n N u'
11T 1T�F
/ WI
� 1.0 O NI PROP.B" � DST. O O
/ f D.I.W.L.
/ PROP.6" II '—/ 181.'121-F�2590) 580
PROP.6"
/ III D.I.W.L. x
D.I.W.L.
11
/ 2.1' II�1 w
/ VERT. ' .. ei
—
/ ' DIST. I' —.I DST.
560 ^^
o W W 4•RCP )^ 18"RCP EXIST.GRADE c
vil �mv. 2LF @2j0� 18"RCP 46.44 LF@0.47% O w
W� I?�'?N / • iill 11540 22.33 LF@0.50% O N w
m,ail z z % 24"RCP C� O O w
a O RCQ�51" 46.44 LF @ 0.95% 570 570
�Fjjj / Pli / i
1A
550 eGoa° vm it #o..�u wM_v 8 -
UOONENf / UO, NNF mN,'F
"'I — ' a..n z 2 p // m EXIST.GRADE 0 p II Z z C 0#e'n=O
� 24"RCP K�ijjj/ rc�=jjj O¢�j z
am�zzz W'I'mm am• zzz 1NKZ x/ ���p 22.33 LF@3.69% #mom
I /�i 2A RC 4.501 V c vi a
P @ 'n �
1•l,0401'� 24"RCP O Q f j PROP.GRADE LLO
132.59LF@0.70% 560 aya=_ 560 - Li o
to
N
H
PROP.GRADE w W
540 w N
15"RCP = a
. (Q 22.33 LF CO
•
cr• L
N4. = 0@1.00% w
J 00 C
z.2'
r VERT. C Q
_ °1 w v 550 — 550 DIST. w J
E i- aW N w
Q U 3.5. / 15"RCP N Q
VERT. `26.53 LF •Q
II' DIST. @1.00% C G
530 �, Ind �� s- coN Lo2 s p o
M ,� co eN M ,� m � Fr')
� cooM m ,D a
$ � � Ngi, LI ,� ' ;o FBI Inn Fn F . � ,CCi
m.1 VJ w
- Z J 2
Q W O
mj x
23 540 m 540 w
m m N n i0 v i N
ri3p ,O O! O! PROJECT INFORMATION
LctIn,O h LO n. h
PROJECT MANAGER: MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAX
3 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAX
Md = J I� _
PROJECT NUMBER: 23-00409
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
�� ORIGINAL DATE: 05/15/2024
(IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET,
Know what's below. 1 INCH= 40 FT. 1 INCH= 4 FT.
Call before you dig. C4.19

W m
O .0 0. O O O .0 co ¢ a3
O O O O O O O N a $m fr M v COo.0 N IC)
570
ITi
O O O O cl
N
.411111Willi
560
5500 o N M M
F.eg. ,,,,1,1111rr,,,
n'Io v c n �/" w m n �� ,..
c+ II ] / c+�� c (LICENSE
Iyl M a< z p / a!?In o M R m = NO.:
it / _ F.
n$�nM rcoFezz // rc��i =M a WWm 1=T, ny 7 i F-1407
�MnN� 4N0:' iF
// 60)0:_ Wo7.G v�i Wtb��� Wm�1� l'.111
w '%f.0••'.......... ��`��``
4 n Z p // PROP.GRADE- m b F m N v�i v�i F m T°.j N F H �1%SS0CI,QTF-`�,i
oa22 ar.,,,no a`+"�IIII 'o a�."Ilo rn „ayr0:_ / pan pan pan Oa
550 / AmFe» aiore»> OWE» ���>
/' 540 aye=_=_ ay�ZZZ aye==_ aye= ''C. /'
/ ,,,�
/// _ / = "7 SEAL t =
/ /// /'- �/� - : 038830
Fif // °// + W W N + W W of J
W W
�r one y rve�zz, // '/''riri�WI R�Iss
n Qo w EXIST. GRADE //- /// 00/// #G A Oi°C n u I^o 0 o r vml m Pi // 2024.09.26 09:45:43-04'00'
ikI�hF .., // 1 % VSNNN? VONII IIj U#NIIIj // -�
G0.+ II / // // a..11zzp a..Iliio a;n2o m 3
pan /' / Arno- o.to- ...R --
~� / yNQ.Z 2 2 yN0!333 6N0:22 2
avirc__ / // //� PROP.6"
540
530 D.I.W.L.
. �/
�/� EXIST.GRADE �// 24 O 15"RCP
24.97 LF
// // -PROP.GRADE .,i/ VERT._ �O� @2.50%
n / DIST.n '' ° / // /�'/ - 15"RCP \ 4.1'
: ==0 1=01 /'/ / -44.51 LF VERT.
Wof nM n. Me // / //// 146RCP / @3.50% DIST.
m o l'n it #m m N it /' / 146.00 LF @ 4.41% • 18.RCP2.00°/ _ 0
peN il'n pelv'.I II / // _ /� 115.07 LF@�_--� 2.4' 18"RCP x
�ail��p �Qilp // //�/ I // / / -4 VERT. -22.33 LF a
O:F �»> KH�» / / A�7' DIST. ii
@t00% w
�� / p0601'i/ / - 8"SAN.SWR. ;
530 / / 520 INV.ELEV=523.48
i
// / L �� '- 18"RCP 3
/// /' / ���� 63.37 LF@2.00% o
/ 24"RCP K g IF
rc
// // /// 52.57 LF@2.51% �>
// -- Age// 2 W O_ w
1
/ o
520 --- 510 =
z
15"RCP x
41.86 LF @ 4.50% 3
CD o
Li— o
0
M
I-
510 0 �, �o M N 500 w fW
rv> 7a opo m0 mN oM ov m m m r = Q
n P. oi
rn ton oM 00p = T
w
M Q
w z
J
p
N Q
IX z
O °
re
-
N
w
p
x
a
w
x
N
PROJECT INFORMATION
ft
PROJECT MANAGER MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAV
3 - 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAV
1:4 � Mr = J I� _
PROJECT NUMBER: 23-00409
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
�� ORIGINAL DATE: 05/15/2024
(IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET:
Know what's below. 1 INCH= 40 FT. 1 INCH= 4 FT.i' Call before you dig. C4.2O

ci
0 0 07 0 o v o 0 0 0 0 o On c o o U d
+ + a- + a- 0 0 0 0 0 0 co
^� mm ?N _
550° 550� 0 N M v 4++
ao " mE
570 Im �` 2W " 1
w LL amf
/
/
W' n b /
n y' e N NV
b
N N O p N
W T y In W T N N W N N /
U+ 11~ mmef G4te+l /
ZA UgN7 Np /
U.
F f» U.
F ; EXIST. GRADE i' j II1.jmml
540 U.U' aD,a=_ 540 a"�=
W 560 i o
�N / N� N
N W W N +e W W n O M <N #o N II
YI G' �b� oII Nn \ + W W �N f /i/ / Ub ~
WONvilc WAOIOicO N' NN Intl] - / a..110 -
Dlovj vi�F 01MyNNH Woom •�H aoNZp // / KH�>
,7oNZ2 UoNZZ mo'nnF of >> \j' e^ WO N / ai00? "\1111111 ,::,)/
. o L' o ao.N 11 Il p o.o/23? _ a . N R Z Z W p
a N K Z Z Z 4 N K Z Z Z /� p a�j j j / � �n n N I? / A
aN2Z2Z / n Mn am # NII 44 / `�Q•••....... •.yy-i
EXIST. i / Wem 421M�'r n o+ , R ~ Mil
/ 3 r -
GRADE ...../. / / at v?y F o+a n i aa, z p _ LICENSE NO.:
(TYP.) / o+ n a"' z p p,l / /' ❑ • F-1407 ?/ PROP.GRADEa"'; ?oo d ' aN,.zz / // t
F.
530 / /' 530 ' &��jj ay�zz ���jj / :em•., `
/ /' S50 a w a:z z a m o:__ / /-_ --�qS ......S ,:
_ / / // // ggSQCIATFpp/
GRADE / I �� �� / // hpHlm��Y,J
/ ' /i EXIST. GRADE // `\ /// /// ///
i / � / / // ,pit ./r��T.
_ / \ // / 15"RCP
7.3' / /// • - / '/ 350'1i//// -, '=n / .... \ / �// 144.00 LF@5.00% '`,,/7/ /9r•'. c
:OP.8" VERT. / --Wit p ,. / 957.E � i� = SEAL 1
/ / 16" A. / -- 116. /' w c w..� a�v v M // -PROP.GRADE /// 038830 -
.I.W.L. DIST. F@. / 4.0' / n W�vrN it / ,/
/ / ..- VERT. // 4.v o'^ 44 qM ao yrH / / ��.. :U�
DIST. -- #r�eN n # uN"i n a�i Zp // 1 / ��TjN�'!GIR W,s,s•
75"RCP F 2,'' ./ \ i�eW R�R X
/ 26.97 LF 4.00% - 75"RCP pe�zp ate:,"'nzp ama__ 7• `\
25.89 LF @ 0.50% a':it- II = OO.,_z z // // / 2024.09 28 09A5:50-04'00'
/ � // �F�jj 9Ffjj / // 15"RCP e
520 c 520 a v 0e== a v Oc 3 3 48.00 LF(d 4.74
540 , / 15"RCP 3
/ II / 64.08 LF @ 5.00%
24"RCP i� + wwwn / ��''/ _---- ---_
39.90 LF@4.78% hW m� Hnnm / 15"RCP
63 28,Ti MN�l it �' --� 72.83LF@0.50%
_ D10 vjNNN� � 15"RCP
6.2' U+ooy II II II
VERT. a••�33?O ��' / ��' 72.83 LF@3.00%
DIST. F A i z z z z / -
allo: /�----/ 72.RCP
510 510 �, 30 r ;;1.7 .
1,3
-L. L. 3
'03 550° - 6000 �� ,' o
/ / \ /
„ i i
500 3 M y 'e '< -78"RCP w
N WWg W2 Wmei 57.54 LF@7.50
eN MZ2 mn ne iao'; aM ry en eo,o 11 520 0 1
NN NN MM #OMNN� #r- "AT? 26O.iNF E In e
In ..0 . N h M ID o F OO M o F- m F- m f -
U+o N II II > U p II
7 U�M�
a Z Z p a n Z p y N Z
n n n o a' n p z
ErA;REEE U_U' �F1jj UO1
a NR'=22 aND:=2 aNO:=Z 6N0:=
540 590 '\\
EXIST.GRADE \\ CO LLo
---- •
rn NE \ EXIST.GRADE C o
' U.
Y+f Nr \
PROP.GRADE CDW� \
M= \ 510 cr
W r io b II N pN'j In
N O °? V cn y C. N r 0 °?O cn N r
p o N 1 II \\ N N N M Ol y N y 10 y 0 °� to m N r
a,.n Z Z p N v� M v� M v� v� I;f v1Oi u! �D LI.A W
II \ ID ID O '�N .Yl .D
rc".5 - W Cl)
FOR 15"RCP nu,a.zzz CO
28.33 LF n
530 - - @ 3.00% 580 ^, o
- j � ' 2.1' #'hi!? w
VERT. oc�7 c
��_ DIST. a"il p C Q
15"RCP 3 PROP.GRADE- a N 4&i W Z
-
LL 85.50 LF @ 3.00% ao J
E 15"RCP 3 II Cr) w
rc 31.33 LF @ 3.00% yW Cl)
Z J
aW C
= N j CC/ Q
I 0 p
520 - 570 - i-
a
TT- _ _ y co
73.74 LF GRAPHIC SCALE 2
@2.00% S
h _ II 11 W
N
(IN FEET) PROJECT INFORMATION
1 INCH= 40 FT.
PROJECT MANAGER MRR
VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAV
il
3 „ 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT I DRAWN BY: SAV
= 1.1 11 PROJECT NUMBER: 2340409
510 M 560 2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE `\ / ORIGINAL DATE 05/15/2024
.38
I?
to o N (0? n N le ( )IN FEET \ /
'O?N 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET,
"'n i .2 � M � N0- gine 1 INCH= 4 FT.
Know what's below.
Call before you dig. C4.21
.^

O N . o PI
d
t +
570 N °i R. fig"g
F4 emu' w aU U 80 f
a �
+ W W y
0 + W o�ai aipV W CNN
560� O ms aa� mly .1
7 V
a o,nN zz0 D.$18
' [EXIST.GRADE Kr2»> KFf
O'
I"' n� O.NZZZ aNrc3
W We n
' aNhii
ci
WMmN�ln11_
D)NmfaI+e.17560� -6';n0 �\
KHf»> EFf> �`
\ O 4D
O O O O O O O N EXIST.GRADE) O O
58U0 r N coin550 cO CO PROP.GRADE 560 EXIST.GRADE �N CARp� %
PROP.GRADE + W W tf,•••.....•. .: '_
a N LICENSE NO.:
° 0D m N 111
F-1407 I
W oMvi vl
550 moq::F = s :� :
15"RCP g rl.,z 0 O Q n O ''''�',wail ATE l
22.33 LF aNK??? o.In•�3
@1.00°/a JCIIo•Ii.frlf
15"RCP - ��Ia
I- 28.33 LF \ 5.9'
540 @1.00% VERT. PROP.GRADE ,/' / ...9`
DIST. 550 1 _ '' SEAL -
570 - : 038830
I O:
m :9T FjYGINO:.•''+•.
6.3' N ���X y'•...... ••
VERT. ///FWIR11R1��
K 111-11
o o
+ Iw
7 3 7
DIST. I
202 4.09.DB 09:45:59-5400
oNO a Ea 1 c o a 4 540 NW 11 1515.RCP
La'...Lk Oo + w wa W e + w: o EXIST.GRADE vi 41W mrc
,�/ e .
40 23,4 44a NI .+.bAe if,,,,, i-� {''vv Pt4A / N� rn, iiN 6 @2.00%
WiTM In Iie-lNF tall 1.Vh;NppF / WaNhrn ryW
y;imiZ0 yN220 L';?Ez0 aM220 #�'O.i0 // a -
aOvO W
0.ii KF27 Kfg7 K,2 ,, rcLa» //
aN2ZZZ aNDZZZa�E== a0RZZZ DqD == . Kf= Q7
/ 530LC) CO 3 535 540Omaa/ Mo
560 o v a er
MM
/ D 0 0 D . N/ _rM a200% -
amNM `` 1450LF_-� O O O O O CO
WW n O O o
.....
�__�___�_�-- � O N CI 3_% 560 T g#eorn
II W
a Na.222 /I. / G+�NO
ei LL'f I= y
550 / � \_15..RCP u n a w _
// 106.47 LF @ 4.31% FT;
�0D o_ w
/ W W<� h ^�
/ PROP.GRADE 4- F 2.00% e M N 1 N h II ce
ce
---_/ 6g�91L�_- - EIMg.'ION 0.^n n to
_ U+�i�j OQII?O
ww.o 1yOF 60°�/ - - OQlnzp av)233 Qe 1
c Ica //10/ 40 I Kff»
/ p91.F@ 18"RCP 550 LLNd'ZZ
w .e of of.n / // ER'
�v en n II 4 'IA'// VERT. 22.33 LF @ 1.00% N i
UONNH '
y..N 2 2 C /// / DIST. W c PROP.GRADE
/
a.Fr2›: 7 / 147104
�N�.Ce') // Z
D.Na.ZZZ / - \� / #NnN II /// x
540 e
/ CQ 51 a na -... �� D.�:it30 / //
// / 'lA�F@ // Mo ecN ��\ avi o:33 EXIST.GRADE // / // co
o
Nn \ / / LL o
8"SAN.SWR. U+omZZ7 �� ����.�� / //�' /� \\ O
// INV.ELEV=541.06 a''n O \ / �N. / /
alnzzzz // \ / // ..-- \\ /
540 `\/ \\ // /// -\/ w w
15"RCP W N
\/ ////// 98.09 LF@5.00%
J-----_ PROP.8" / / = Q
530 /mi.W.L. ////600°//// to a
P.
SURCP / l.Ll
- 44.03 LF@ // q6i/ C
0.50% O 3.7' //// /�i/ C Q
VERT. W Z
DIST. /
/ N LLI
`J
$ 2.0' - 18"RCP
VERT.
18"RCP 129.96 LF@0.50% Q
`41, 520 DIST. N 22.33LF@0.50% N
N
W
cc, N o r b m Oml W OOl r N 10 O
M N O 16 OI N a CO S O .p O K N x
. 3 � 3 � 3 . 2 'ale '�I, . C. 3" a
N W W
x
2QW N
N= PROJECT INFORMATION
PROJECT MANAGER: MRR
= GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: 520 DESIGNED BY: SAV
3 ��� ma ::. 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT v al 49 v r Ncc; w ai M DRAWN BY: SAV
`� 'D h '�+1414 '�L `D N . PROJECT NUMBER 2340409
_`_ �� 2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE ORIGINAL DATE: 05/15/2024
\ (IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET,
Know what's below. ..INCH= 40 FT. 1 INCH= 4 FT.i' Call before you dig. C4.22

N o y. fE aNg
a 0.W 3 m 0
W U
ITi
41111Will
01
0 0 `���N CARp�o:.
6000 ON \57
r LICENSE NO.: t
F-1407
/// '2j' I IIII\\\\\111%
/ EXIST.GRADE �..A C '/-/%
i 0 N J SEAL E
// + + 8 1. 038830
590 540 '9�T'??GINEF,. O:
'.4•
24 m' /'�7he 1R104\ss,
+ W W In 2024.00.26 09:46:07•04'00'
71
ND N GN
W0 W N
miril0rIN MO
D r"!�0 Ca1�i>
Eicrl
580 530
i D N F. N r
:, ts W w.m W q74 [-EXIST.GRADE x
NOSON ro ^N �b G
aOfNH mr7nF- = "� N? PROP.GRADE
r:.;gi8 VONz= G1.p61 iNy(3
Ve
~�zzz ai7)233 E~E22 0th 3
O.NK___ GUJC 6Nd'_
-� O
PROP.GRADE
570 520 ` o
PROP.6" - - 24"RCP o w
D.I.W.L. 22.33 LF
3.8' @1.00%
VERT. 75
DIST.\ \ 6.1' w
VERT. o g
2.50% DIST. e
-A-- 9632\'f
/0%. / '/' u
76.3T LF_2.0� -- _ z
a
560 ( 510 g
71 co o
15"RCP II W o
29.18 LF @ 0.50% coI 0
Z W CD
N
7 L
eD=
W W
W U)
= a
cn =
a
P.
550 y 500 a W
L. toN - of - ,o- o E) m 2 4c0 C Q
gM mao m of 0ow ai 'nv lov W Z
0In LO N ..0 N n N
N J
LLJ
Cr) Q
IX zfl
0 0
ce
—
tN
w
p
x
a
w
x
N
PROJECT INFORMATION
PROJECT MANAGER: MRR
3 GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAV
3 100 L 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAV
= II _
L, Il PROJECT NUMBER 23-00409
_`_ �� 2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE ORIGINAL DATE: 05115I2024
\ (IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET,
Know what's below. 11NCH= 40 FT. 11NCH= 4 FT.
Call before you dig. C4.23

ci
.N of Ey 2Ng
a O.2 �t m "
W U
ITi
5700 o op
o N M v 0 o 0 0 ,- ,- ,- 411111Will''
+
,,`N...ARC�,�
,- =c
' LICENSE NO.: t
iF-1407
mpNM mmN �Cn t 3 `
.
a
if'irczz mrc3 ,
560 o
w I.r firy
'ror i = SEAL
m+NS g - 1 038830
C'.0 33
0 0 p O •
• Inc 1. e�,i iu ��f» •9;,14??GINE;—:/4.�.
II.
'
O
,FW R X
24 ro ;n N,o' rn �.'- ' IiRO
2024.0626 09:46:16-0 4'00'
m nn n F am° N N mN .7;V 3 3 7 a433p aT1330 m 3
1 1
550 am r ama_ /
LL �N nM mN ma IrnmN / ///
O ' O+ " O U mlOn'NNF //^- - /1-----
i;
-� �^ O an aomNN U+MII � U# 11O U#o.I II II ] // /
VERT.
2 1" u_u,, ° V,4i3 aaln30 Y'.In / / / /15"RC
a,n o°' mN vm ,n`N a#aN0 xa�zz ~I122 ��'Izzz /�/ / ?/ / / @2.00%
r m Iny cn ,nm a^'3 �» �» f»>
4tya C1 ry aS. AA Oa ---- / /fl 0A°///
n awa_ aNK__ awrc--- // O I
UnminH �lnF ma lny�2O aNa'- .-- \ EXIST.GRADE 1.0' / D.I.W.L. // 01p1'
a..il3O a..n O it - �� VERT. / // 2� / DS7 x
rc��» aO.Ff» o.Fr7»> --- ��\ DIST. /- 0 /
a
aNz33 amrc33 aNKzzz // / / // 8"SAN.SWR. w
/ / w INV.ELEV=541.90
540 /--- 1
//
// ---fi' - PROP.6" �� /// /// 3
�r,l /// D.I.W.L. o
LL oom r // �------ c
crz // 2
O a II ,/ PROP.GRADE 2 24"RCP i
�r�> / - 3.g• 60.67 LF@1.00% o .9
awrc3 -
/- --� ---- --- 4 VERT. - -
� DIST. Icc ce
"
/- PROP.8" -
- 30"RCP
D.I.W.L.- . _ ----- ------------- 67.60 LF@0.50% w fAV
2.2' 0 - _ 30"RCP
J VERT." _-_ ------- °a'
530 DIST. 30"RCP 218.19 LF@0.50% -------
----- -----
----------- - _ _---__-- - 30"RCP_
------- 36"RCP 30"RCP 30"RCP 23.62 LF@0.50%
36"RCP 201.95 LF @ 0.50% --- ---_ 22.33 LF@O.50% 82.47 LF@0.50%
36"RCP 78.87 LF@ 0.50% _ 4.6'
71.88 LF @ 0.50% - VERT.
______--- 30"RCP DIST. CV o
__----- 65.74LF@0.50% LL o
0
520 w w
n w U)
" x Q
y; U) x^
J CL
a W LL
N j
°03 a
w z
U) CI
510 0 n O M a M N w .0 0 y Z
" 0.g a � a � o 10v - a � o . F. ao `�7? n? N 1Ory li
r M n N m E4 v N n O co:',1;
N p 1 N 0j o N O
fl
�' I°n N In N ,fin M ,fin M M Fogg ,n M ,fin V I°n. h a IYi N o N O C
N 10 N L. `n N L. L. L. 10 uY L. 10 a
U)
w
O
x
a
w
x
4.1 N
PROJECT INFORMATION
PROJECT MANAGER MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAD
3 81 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAV
� M d = J 1 1
PROJECT NUMBER: 2340409
11 2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
�� ORIGINAL DATE: 05/15/2024
(IN FEET) (IN FEET)Know what's below. 1 INCH= 40 FT. 1 INCH= 4 FT. 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET:
Call before you dig. C4.24

Li
O N 0 N
O N 0 N 'r-° o $
+ + + t w om R. T'A
550° 0 5600 a °W -2 a
W a 6 '
@O
}Di LL a # IL IL N Oy
II b m h N Egi.M N q m'n N Oh
LLo'ENN Oi LLg.TIVa FEF/64
V oOa+1�IN� dU�NO USg NNF mNOF
7 U+0�7
d�:n��0 OR�j d.;I�zZp a- 'Ip
�Enczzz aN�z g� ___ �60S PZEM1
dln2 __ dvl2___ dmC_
O N O N
t t + +
540 550� n 550� 550
EXIST. GRADE m I
\ N N O NO
# LL N
m^ EL #civil m n w o L. a
N ELL DINriH O �� Nm t0+1 -
Oel FV.1 d`'?•'MDO #N e�uMi g Mg PROP.GRADE
?'ai OQ° U+Oa II ll7 Mg
PROP.GRADE (m,1o2 1 11 j dN2� OQ II Z Z p OQ°O °��cN �ARo'%�
a„u.Z Z p 2 r 2 j j j 2 F- j EXIST.GRADE
y N 2 Z Z Z PROP.GRADE -�� r •• •yy F.'.
LICENSE NO.:
0 0 0 0 0 0 1111 3 F-1407
EXIST.GRADE C + N +
530 540 - 540 __- 540 RCP 570 t, 3
-_ 15.33 LF el .33 10 to '' '��N�i lire.................
?%:
@ 1.00% 1
15"RCP PROP.GRADE {'y
22.33 LF = 15"RCP - "a Oyu. I•° �
@ 1.00% 24.05 LF 7.T N M m N _`�J`p't •is/%� ,_
AVERT. LLN- ,
......
7.5' @ 1.00% DIST. m M_17i _ //' / v '/_
VERT. EXIST. GRADE a n =_C _` 7 SEAL `'
DIST. 8.4• Od,.">> - : 038830 '
-VERT. Z z
_.----,--\_-_15"RCP DIST. / �'9'224W,RER`ss`o`�
28.33 LF
@ 1 00% 560 //� 2024.09.28 09:48:23-04'00'
520 530 530 . 530 LL LL c EXIST.GRADE �/ m
ER
- VERT. M ao ..3-4
DIST. o uM amN / �/
m y> ua;;'Mn n / m
ZJ co LLa U ONN? ./.
NO
m 21I QW �y dC?.x22p �/ d.n�e
K� 4 N> 6 3 I II N O IL LL N 4y d N 2 Z Z Z /-/ U 4�j
�O ' b M n M O.!n 0
NW 2N N> h II II~ MI
�o NMILMyl7 , -/ dp'FJ 31>1 0R J �.jN #YfN@lII /- dN2=
N-. m W O¢I-ZZp mn00h F Oi H /
mz QW dN.'22Z pan d�:II�0 O1120 //
550 D.0Q p2f-ZZ 6NK?? /��/ a
/ Fps
510 520 . 0 520 „ 520 0 0
y to n, m 0 n 0) V ./ .O ei
LO 0/ LO M f1,3 a M vai vai / // O qi Oi vi M g
CO lO n h 10 n N h N ON
H
PROP.GRADE i / O Q
// i:: - c !
/ 38'- _i��O r N N 560 --540 W N
LLLLLL N // _, ' G 1
b /
m 0 / 1 V e
LLac • ,/ 30"RCP I
iE 'EMI °' 3n
U�cO n II II ^r EXIST.GRADE ii/ Mn y 25.22 LF ------ N W
a IRzzzp iv.mi �O' i� u"m'^N 00.50% , ll :5,
--- ¢W
CYO¢�jjjj LL AM u' �� ❑+ I 24"RCP 24"RCP I W j u
.:4 z F it / d`"4O ----_-_----- 4.00 LF@ 59.08 LF@0.57% ro?
5
r9," / drn2? 30"RCP ---
-�� d4)00 / 207.83 LF @ 0.50% a
1.0'
� / VERT. 8
30"RCP
550 // + 22.33 LF A DIST. o
fi 530 @0.50%
LL n PROP.6"
n vi PROP.GRADE- 2.2'
' VERT. D.I.W.L.
r
�ao.mnF -I-' DIST.DIST. LL
o+MZ� .2.2-*. W
°2� //
N N
E.012== //--- /// ILL Q
CL
//// //// 8"D.I.SAN.SWR. N
/// // INV.ELEV=530.11 N
U
/ a
540 /12 / // M w z
/ O =
LL // // 15"RCP(CLASS IV) 520 (/� W
o 160.74 LF@5.22%
rc // ID
M. of w N 03
r M N
_ aa lVEfg as a N Q
- _ N N TiN N N N 1f1 1�0
15"RCP(CLASS IV) G
z
_ 8"RCP 78.00 LF@2.19% 0
re
34.33 LF @0.50%
13, N
W
.21 p
2
530 w
0
03
n
N
V itv v
n 1 3 H N H N PROJECT INFORMATION
182
PROJECT MANAGER MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAG
3 , 3 IT 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAG
2-2 ..' p.. 9 11 11 PROJECT NUMBER: 2340409
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
ORIGINAL DATE: 05/15/2024
(IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET:
Know what's below. 11NCH= 40 FT. 11NCH= 4 FT.
iI Call before you dig. C4.25

0 0 0 0 0 0 0 0 o O n " ^
O O O O O O O O O O co t° Ey �e 8
5700 N M v o to Fsoo CD atl N=m- =U 8m f
A
o EXIST.GRADE
/
eN /-_�
!ill;
/ PMMIMM1
aN2?? /
560 �—/
/
41111Will
m u / u m�r �``p1 CA:q,��4
#,a�.nn i1 a..„O Q�,.
4 N Z G C,' I'21;; PROP.GRADE / _ LICENSE NO.:
oa" av233 / : i F-1407 F.
ayziz /
— --
Ue t. !
��
100
� /
29211 LF 't 0.50% -------
omN ��
M nnr m�
—�'/ - - --
_—�- c�••.// 9`
a,'�nz0 amwni 1Ev n � SEAL '
-
KHi 4
Z7 > _i''�� 3.Ou�ii//—/
S1.F-� '-i -
zz 03
arrJrc rcaoiii ' 9FGNE? 2
�� %NewRR `\`
�' ' ' 11E
�>
2024.09.2609:46:30-04'00'
540 �m m 3
��N /
C7?—rec v�'i —
urimaN 11 _ -- 1.0ry
-
m+ NNr -- �- 63.30 LF Ga -
Coo 6N2ZZZ �� 24"RCP ----
LL+.N IZI _----- _ / / 18"RCP
pan- ��'/ - 24"RCP j 151.04 LF@1.10%
ahrc? ��' �� 94.17 LF@0.50%,--�
530 , —
/ w
^\ / O O O M 3
_ ---_ \��_\ / 24"RCP � � t t
o
--, 147.72 LF @3.37% 5500 N N c
21.'rc
-_ o c?a o w
t7� ""o' io n
24"RCP m'mon� ¢ ate rc
43.00 LF @ 0.50%
520 Una n 7 C.NN7 v.i
<n in 0 V 0�0 m N O n m M in W N ry m 0 r aN2== 6N2= e
N M N ai O r N cd M O M O V V N n .O
L. If1 'O N N O 'O N N L. N L. N � N 2 N
PROP.GRADE
540
- 15"RCP
22.33 LF-��r @1.00% .� t
»> '
O
m NNf / / / -
yRNZZQ / / ' —
/ ///// 'OFuF iceV3ER9T.� '
DIST. w
/ w
530 _---
�i'-C/ 15"RCP o Cl)
'� EXIST. GRADE 190.74 LF @ 4.25% ni
3"
M Z
zd 0 w D rc QIX
W LL N>to 3 r 13
N Q
co — a
co
z
0.
1/3 FL
a
520 "
N00 oco N u `a N
�n ,M v N Lo 3H 3 0
x
a
w
x
N
PROJECT INFORMATION
PROJECT MANAGER MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAV
3 - 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAV
� Md 9 � J I�
PROJECT NUMBER: 2340409
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
�� ORIGINAL DATE: 0511512024
(IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET:
Know what's below. 1 INCH= 40 FT. 1 INCH= 4 FT. A �+
Call before you dig. C4.26

.N of Ey 2Ng
a O.2 3t m 0
W U
ITi
IIIIIIIWIIIII''
`,`I. AR7;o
g. r LICENSE NO.: t
3 1 F-1407
F,t,.
5900 r N CI v N 0 0 '''1 6'.30CI—.-,,,
n + y M m \\,„,o, I r
m vl�H� mr":1 R.6:E memNr mnNF _ „�1/' //,,`/9' '_
Oa.-) ill
n n O+In n n O+m n +n0 = SEAL ` '_
a it?O a n 3 Z O a'•"n>O O.k, - 038830 _
a F-o:?3 am�zzz amx3? amrc? ,%9,,,4?? INEF:�'�.(���..�•
//- i ` \ I 2024.09.26 09:46:37.04'00'
/ \
rc rc
580 8PROP.8" _r \
�I \
� n .nN o / D.I.W.L.
// \
\A � vo no // r PROP. \
nom -iM U+nn /// GRADE
EXIST. (TYP.) V"T \\ 0 N
0 N
+ + 0 N
0 N
n
+ +
' w ' nan a�il? O GRADE
(TYP.) / ER. 0 0O�DzO aHI !hil
PROP.6"�.0 DIST. 580 590
(O,.2agmZO aNa 2rA D.I.W.L. GRAD E
amrc__ 0.g // alnx M (TOP.)amo:b? / 5.0' ai
/ // VERT. + �,�n Qo n o ao
// _ DIST. a a� n o
/ / n
\�� . n4°.y? �M m
/ ..O O df N M
na MM� ��
---- moMMMr 1VN 11' mC FI Mall_ MtON� O O
570 /'/ --�-- a?. 220 Oo. p w w
/ UonNNj / Veh�
// ��� 42"RCP(CLASS a ==0 / a ilO
/ 42"RCP I� I K.A ›: OQn OQf Oaf>
/ o.or7 ! gfre> 6ygzz / aairc?
52.78 LF 6mLL'=
/ /� - 4..1EC o/0 72.14 LF @ 0.50% 0.50% - --- 3 3
50 0 0
/// /�/ g391 LF@ -�-------_ 1, EXIST. o 0
GRADE
/ //' 42"RCP 570 ,(n P.) 580 �PRDP. C C
GRADE .. ..
,/ // 49.64 LF @ 0.44% (TYP.) H w E.
PROP.8" / g ,g
D.I.W.L. /,/' RGT A9.1?I' //��/ o 1 c
560
1.0' / Ag1. / 15"RCP
VERT. /' 10.2" /' PROP. 22.34 LF
L-------DL
mPa
zu
NSi3e�vi' - /'
wok n /
LL+oM n 42"RCP
a 2q2"RCP 113.72 LF @ 1.00% /' --_
&t i> 40.79 LF @ 560 570 e x
amrc? - /
1.00% - �'
------- 15"RCP o
----
- 1 22.33 LF
@ 1.06%
0
- -- 2.2' V
VERT. -
550 V re DIST.
C 'w^
<
N3 G N
w
----- _ 0) I
42"RCP
CL
545 40.79 LF 0 0.50% 550N 560 >
o n n N n
M 7Col c Ro nM 7 -4. q eN
QMr E3 ,N . A 0 M°D o," �NFoN CN3 . in3 in3 LN L. N hN nNnN Z
J
1,7 N CI
Q
a
z
U
N
w
2
- 0
x
a
w
x
N
PROJECT INFORMATION
PROJECT MANAGER MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAV
3 8 1. RIM FOR CATCH BASINS(CB)=FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAV
1°1 � Md = J I� _
PROJECT NUMBER: 23-00409
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
�� ORIGINAL DATE: 05/15/2024
(IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET:
Know what's below. 1 INCH= 40 FT. 1 INCH= 4 FT.Call before you dig. C4.27

.N ".-2Ey 2$ '�
0 Ors me ‘4, y
O 00 ¢ 21
5700 U •LL $mf
w
J
OJ
Qpm
PROP GRADE
YE PMTMIll
PROP.CIP RETAINING
PROP.12" _ WALL(DESIGNED BY
D.I.W.L. OTHERS)
560 ff 1414611
PROP.CIP RETAINING
WALL(DESIGNED BY , 1 11
24"RCP(CLASS IV)
OTHERS) N I INV.ELEV=556.78
3T o`',(%N. AR.,,,,
PROP.ENDWALL(NCDOT VERT. 2'9 PROP.ENDWALL(NCDOT `. ��.••"•••••... /'
STD.838.39) DIST. VERT. STD.838.39) �
(TO BE INCORPORATED DIST. (TO BE INCORPORATED = • �
INTO WALL DESIGN) -- ---- .. INTO WALL DESIGN) : LICENSE NO.: ;
- - - -_ = F-1407 =
EXIST GRAD /F`S•
I
f(TYPE %.ro ••...... /joy
550 wir_____ Li \
�/A
\ I INV.ELEV=548.12 _f`C1RjN .�,�I:
° , =L.
038830
INV.ELEV=547.61 70`
TO BE BURIED 1'PER 84"CMP 9T�F.NGIN69.-•y.,.4'
USAGE PERMIT 106.51 LF @ 1.40% ,;/)"?/ 'RC-\
III,I I6'0)
2024.10.31 25144:07-04'00'
540 „
I?r •-. M
0 01 y y
0 co
5600 0 0
ce r2
W i
W • G g
10 PROP.-
J E GRADE f?o.Qil O O 0 CO 0 OD O O O O o
(TYPE N o N F O O O n
y B... O O 0 0 O O O O c o
p �� > 530 570 540 560 . . ,.
o drnrc? rc `- o `,?4 w w
W n -_
E Pp?H J H ID K �W . .��I
1 C•NZ _ LL J E Lu
N N d. K
10
ND W W
OQ h J X J II Yf V) O A A A
6Nd" 0 N t H U W LL Q LL L..' no W C C
550 7 N r U rc j W N PROP. n O N e
c W O B E re GRADE U m II
f e E N o o eD p N o O J W (TYPE in:: t 'F'
NON II t.l o l.I�NN Unn II =•OMM Qn 5z-i i d��p i , w ".
d•; �o` NON II N}eNr pQ.yN PROP. U� vl O Q�>
II 7 ic10N NVLL II 2 r-
OQ�j UohH 1•:0� PROP. 4.:'DO NOIn II GRADE V1poII d„p2 N0:?
dr,R3 ,, ` J O<2j GRADE OQa> d•:11? (TYP.) yoeYJ OQd z
O QUO 1Nd'2 (TYPE y~a2 d.ff>• d .�O LLN�Z /
EXIST. yy�z dNC= iFf> / i
GRADE 520 560 530 d W W= 55 a
(TYp.)� / EXIST. / EXIST. / '�
PROP. / GRADE- / GRADE / o
// GRADE / (TYPE (TYPE /
/ / GEXIST.RADE // // GRADE�r----_ ICL
/ (TYPE / / (TYPE G
540 / — / m
101111111
/ / _—— _36"RCP (n
,__ 41.00 LF@0.50% I- (n a
24"RCP(CLASS IV) ,/ 36"RCP 24•'RCP 24"RCP re J
89.02 LF@1.12% 100.00 LF@0.50%
77.88 LF@1.28/0 _ 66.27 LF@0.75% w —I- 510 __----- 550 -- ---- _ 520 540 -
m l- <
U = Z
_ co O
_
CD w
1,7 530 O O 505 , a 545 O O 515 535 a a Q
ID
m0 ryN ma mN <oo <oo o NS , � Inn
M M Q `# -O m 0 iD N N N C•i N N V coZ
Q
U
N
W
p
2
a
w
x
N
PROJECT INFORMATION
rIt
PROJECT MANAGER MRR
GRAPHIC SCALE VERTICAL GRAPHIC SCALE NOTES: DESIGNED BY: SAV
3 8� 1. RIM FOR CATCH BASINS(CB).FRONT CENTER OF GRATE AT EDGE OF PAVEMENT DRAWN BY: SAV
r I II I� _
PROJECT NUMBER: 23-00409
2. RIM FOR DROP INLETS(DI)=TOP CENTER OF GRATE
�� ORIGINAL DATE: 05/15/2024
(IN FEET) (IN FEET) 3. RIM FOR JUNCTION BOXES(JB)=TOP CENTER OF MANHOLE COVER SHEET:
Know what's below. 1 INCH= 40 FT. 1 INCH= 4 FT.Call before you dig. C4.28