SW8061037_APPROVED PLANS_20061121

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
i�,Y,Yp�II%i I
YYYYMMDD

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INV­32.80 39+ 1 39+ 3 39+ 4 z W
3$ � _ - _ 42 - - -. _ - - - - ._ - --- - Ls3 co
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- !w `�` - OUTLET STRUCTURE #1f' - -- EMERGSPILLWENCY
LL
1 ♦ / rr - -�
18 FES
B90 LL
' Q
I NEW BERM ♦ B78 r f NEW LAKE #1 / W/ 10-X1o'X1' 1j BSg I I-, W
E ` // j + .6 RIP RAP ENERGY DISSIPATER I 1
I .WATER LEVEL=33.00 1y = - �� 1
�--! 1---i-1 F----1--� F--�-� �I \ ♦ / i \ " AREA=56.550 S.F. ice!V 38-i- B \ i nB8
I 18 FES
3 38+ 2 38+ 6 � W/ 10 X10 X1 38 �r I I \ �39+ Q 39 I 2 39+ 2
I 7 +LIST STATION "A" / 38 �- 4 RIP RAP I;?SY DISSIPATER + 38 { 4 I BOTTOM=25. 39 A
I r 39 +
37+ ^111 V 00 BOTTo141=25.rJo I 3
TOP=38.0 \ I ❑ a
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I BOTTOM-24.0 ♦ ♦ /� I 7 BOTT'OM=25.50 I ; \ \ SSMH A-16 CURB INLET #9 SSMH
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\ TOP-38.5t GRATE-37.56
--(0-- II B77 \ I / OP TO (BADE NORMAL POOL=33.00 r_ -�1~ \ B87 INV IN=32.9 INV=34.06 INV OUTS
_ f _ ♦ / 1 B80 INV33.15 1� - _ -- ; j \ \ / 1 INV OUT=318 I 7 8 f 39-- i
4 1 ♦ -dP LL
FLOOD POOL=33. 10 f ( \ 1 I ! ",
/ 39 + 2/�
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7 E I + 0 I 38 -} 2 8.7 0 3B -} I 3 + 8 38 { 38 + 4 1 3$+ 3 3eii 0 38 + 8 / / 39 + 1 �3�+ 0 _ 39� D a
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- - LU
20' DRAINAGE--" / / B86
20' DRAINAGE - - - - - ~ • I EASEMENT /
ssMH 120 EASEMENT LOTSL BE FILLED �� "�
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- - --- --� 0P3 =2s.5 - - - - - _ - - ' 1 B85 �� \ 6" SS FM
-"" SSMH A-10 / _ \ M` INLET #10 ,
TOP=38.0t 1 1 f 1 A B84 \ �, GRATE=37.56 ;
0111 INV IN=26.2 ^ _ - f � i B81 ��� � CURB INLET #e / 20 DRAINAGE-
`4 ICUIRB
INV=3&95 /
II ..11 B83 / GRATE=37.35 8. /
L_ I INV OUT=26.1 B76 � � � i 1 i EASEMENT
CURB INLET #1 9 2 I, 38+ I / 39+ 1
� H g I` � 38+ 5 SSMW A-11 INV=33.40 � 3 2 39 , 2 a
56" SS FM � � GRATE=37.46 I 1 � 3 + 3 SSMH A-133 + 39+ 3 � 38+ $ T�38.0� 9 2 � /� � 39+ 0 f 39 {- 1 '�
1 39+ 2 INV=33.96 1 / CURB INLET #5 4 TOP=38.5t I 1 ♦ V I ' 31.2 to ! -xs "r 9
- - SSMH A-11 I t GRATE-37.46 INV IN=29.2 I �' INV OUT= 31.1 ' / /
INV= 33.35 TOP=39.5f 1 y 8' SS INV OUT=29.1
/ 8' SS { INV TOUT=2B.6 " / ! 856
LINE 'tA-2
I LINE "A-1" ti �� ♦ 1
I .� SSF1I SSF SSFM SSFH SSFM SSFM S FM.- ♦ 1
s.s 7.6 d �D CURB INLET7 LOT TO BE FILLED 1
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CURB INLET #2 { TOP=38.5t 0 I - -
GRATE=37.46 INV IN-27.9 CURB INLET #4 I !
- INV=3&90 INV OUT=27.8 GRATE=CURB INLET GRATE=37.46 SSMH A-14
NV-33.55 8.3 INV-33.45 TOP=39.Of
INV IN=30.1
INV OUT 30.0
1 B71 f I
I I k I B70 I B69 B68 I B67 I B66
39 6
B74 I 46 i 40-f- 1 �t 9+ 9 39+ 39+ 4 39+ 2 4 39-{ -�
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GRATE-37.35
INV=33,90
665 8" SS
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i WATER LEVEL=33.50 ' UR1311E [;E #13
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s.9 PROPOSED SPOT ELEVATION 5± I
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EROSION CONTROL AROUND DROP INLET TOP-3$83 �n � ` - _-- - - 3z 2
INV=31.83 II----8-� �-----�-i-��--= Q . -Q-- --f-- 3�-7
38+ 6 NCI y IN=32.0 � 1�' �'STNs'__ ! _=----�= � _ - _ _ - .37-j- 2
39 i 9 3s 4 39� - _ _---- _X�,STING INV­ 813- _ _-_--- ____=4 __.15
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INV IN=32.6 / // INV OUT-32.5 4
B89 I B91 / - Ali; / y
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1 �'37+ 7 37+ 6 r' ! , ` �� - r37+8
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SSMH A-171 ! NV Tg
SSMH A-16 CURB INLET #9 =38.5i�/
TOP B93 \
1 TOP=38.5t GRATE�37.56 INV OUT-33.� !/i !/• /f4
INV IN INVm34.08
i ins -I- 9
8.0
� INV OUT=32.8 i 7.8 /00
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GRATE=36.06 8 Sgr ' - �'�� 2 TOP=38.5t 85 i%�l/I! yily
38 0 INV=33.50 3 + / / '�
-} / I / INV OUT�31.7 frrl,'
A 39 - u Ste\ � 37 9
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39` \ ` �� ` \`�20' DRAINAGE(:�� rr r 1 � / _ -CURB -
EASEMENT 6" SS FM OD
GRATEffiIN37.5LETfi 1O !�
r
20` DRAINAGE --I INV=33.95 2
/ / \,,p g SSMH C�-12 CURB INLET #1
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EASEMENT !/� / \I '�` TOP=40.0± ' �' 8 NV=33.40A6 `! 37+ 4 i y 3 + 8
39-tA2 39+ 39+ 1 \\ INV OUT= 5 / 57+ 7` ` 37-} 3
! r - • 'f' , `'/ i \ ` 37+ 5 SS�H B-18 /
B57 / . TOPI* 37.5t
B56 �� / \ � ` INV tIN=31.
INV BRUT= 9 oche + s r
LOT TO BE FILLED-
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B55 f. �\�
9 6 /� / i /9.9 \ 38+ 1 50 10 57+ 9 -- , 37+ 1� 37+ 8
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39+7
3a + 1
rr r \ � ' ^ ! B7
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N� pUT534.0 /�/r i i - \ \ � - -' � � BOTTOM=25.5 CURB INLET #13A� � s cu
_ -I- FLOOD POOL=33.75 � GRATE=36.06 s. � � � 3s¢ �
18" FES � INV=33.35 f C LET #14A
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NORMAL POOL= 33.00 W/ 10'x10'x1' f A 36.06
i i 1 RIP RAP ENERGY DISSIPATER y R I I = •50
" 39•+ 4 _ 3 i 39+ 6 \\ V='S3.O0 �¢3BEi�p
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39 3 IN 33.5Q 3s r g54 /39+ 1 8 `� \\ ` 1 EASEMENT 3e 7 I! j / ;
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{ BOTTOM=25.50 REP RAP ENERGY DISSIPATER
39+ 2
r INV�33.00 1 ` tl
TSSFAH37.Of J 3
1 f B98 I - 1 $ INV IN-30. 8 �$
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39+ 0 39+• 3 r_ --= �----�-_B53 � 1 � /// 38+ 8 � --//
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DITCH TO POWER = - ` w . O ! { 0 ���� EXISTING 40� 0 ! ! INV TOP IN-29.6 39 -�}•- 7 39 } 38
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ut If ! TOP=33.80 1,
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WATER LEVEL=33.50 URgt ! #13 \ # - EXISTING -
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INV OUT=32.8 r 1 B38 ` \ 'i ! NV 33 35 01 1 / �yd 40+� -I a ♦ 41+ 5
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j r!t 1!1 3s % 3O, s 40 + 3 nz w V
I \ 39+ 2 r SSMH B-40 ! 'It 1l11 GRATE 35.71 14 g / 10"x10'x1' B 100
I \ 39+ 1 �' �38+ 8 /! � =38.0± r1 ' INV TE=36 � �� + �\ 39+ 5 a � � z
\ / I N 32.5 I RAP�NERGY DISSIPATER 3s CL z Q
IN 33.0 i � 3 5 �y � w
1 - � INV =32,4 f elf !1r i
11rj Ib �) B111 f Iar S \ i 39+i5' Q Z Q
40 + 0 \ � , / it . 1 r1 - e W/ 0 X10 x1 WOODS (!f Y Q
�- RIP AP ENERGY S1PATER APPROXIMATE LOCAT;ON \ /
8" s5 i1 I ;'! I INV- 3.00 FROM AERIAL PHOTO Vi
EXISTING i` I f ` / ` ♦ 651 LINE "8-4"1 f1I! rt! / _ _ B0TT0M- 5.50 o Z cc
DITCH------� I 40+ r J 39 -'I- 9 / 111. 11, 1 40 + z BOTTOM =25. 50 � I z W
TO REMAIN II. j \ EXISTING r 1Ij f rirf / - 39+ 9 39+ 4 O
/ ♦ DITCH TO f, I G / NORMAL POOL=33.00 40 �' I ` 69 ,f o
39 3 r 39 8 39+ Q O
3s } 7 3s+ 3 BE FILLED , , ! ' _ 0 0 ' Q c,� M1
SSMH B--34 ` \
j ! FLOOD POOL=33.75 1
♦ �OPa39.Of !f ! 1 1 r 39 -F
INT1 N=31.8 i 1 O Q
40 a co/ ♦ B50 INV ZM.7 0! ,!1! 8.2 1 I r J i 1 W
� W
I; I 1 \ ♦ f ♦ `' !Ir ! F 20 DRAINAGE V
�I t 39 {- 8 / f ♦ �1 i1 3 6 SSMH B-33 l� EASEMENT ll I 9 2 / Q
1 � f f ! °` TOP=37.5t � 40 + 2 I 39+ 6 '
! 40 + 1/
Lu
aww�
39+ e / / �.- --- --- LINE e 5 / ;r1 \ 40+ 1 � 1 t / NE LAK # 20 DRAINAGE t - r INV IN�31.O /
11! r 40+ 1 / \ INV OUT-30.9 B109 !� `
/ I 40 + 1 ♦ ♦ --- iNN \� 39 + 9 " f11 , II WA LEVEL= 0 EASEMENT
II 14 [ ♦ 40+2 / r 3 � �o \ \ rr,
1 ` \ ♦ � t o +� � I SSMH 8-32 ` W
/ !!! ' \ " �\ TOP= Ot �1 r B 10 39 + 2 , Z _
I ! 'f \ B49 ♦ 11j ly ' \ S / INV IN= 2 ' ! ! , 40+ / w
0+ 2 , `
I 1 \ SSMH B-50 ♦ / - �4. r4 _ 1 INV OUT 0.1' ! I / R
\ ♦ TOP=38.0:k \ r 40 +
NV IN=32.9V OUT=32.8 / - . 36r r, o' \ \ "` CURB INLET 1840+ I B 106 / �•••
IN - _ _ - GRATE=36.01 \ 39 I 3
I I 4 39-I- B / �-'11 INV=33.35 r 8--31 / yy0
a
I , NEW LAKE,# . Y� - - r SSMH ri
.! t TER LEVEL .50 ` / _. 3 / \` a ` , _____ I TOP-39.0± FES 0� U)
! p WA � \ B48 / / a � j / 3s`^�' � ~' � � INV IN=28.5 w/ 10 xi RIF�RAP � LL
I ! l 40+ 8�� 1 `'" �. �_ i ENERG DISSIPATER 0
I 1 ! \\ /� :. IC�� ♦ IUL
39 + 3 a 6.2 �-� - � INV OUT�28.4 INV= .00 Z
�FES ^ \ 40 } g ♦ �fi "i' . =0i ♦ l / �� ` ,y` Y' `' ,� 39+ 9 4G
10 XIO X1 RIP RAP \ \\ ♦ ��~�
IIttI i 4U-,t r ENERGY DISSIPATER 39+ 6 it• Q
II , INV=33.50 \�\ \ CURB INLET #20 � � I` ♦ / ! �`
II r \ \ \ GRATE=36.31 `' ♦ ! �� 0 0 -� 1 Q =
II • ' 39 6\ 4 ! I 3s `, GRATE=36.
IIT 1 \ v INV-34.32 / 1 \ / -��`� -8 5 ` r +�� CURB INLET W
20 DRAINAGE-_____,4_ �� �-- INV=33.40
11 EASEMENT 39+ 8 \\ / / / r 40 0 ~ / r CURB INLET17 t �` ` �i
/ /� �` ♦ ` ♦ / 39 + 5 GRATE=36.01 �
39+ 4 39+ 3 INV=33.50
i-
' ; l 84 i 0 / g ✓ i \ ` B36 I \ ► 40 + 9
III I 40+0 •� / j 39+3 �� 4)
.:. 1 II � � J / � 6.5 8 3-{- I � 4 -(- 0
9
! ' \ 3 //�! �� ` ♦ f - WOODS 39-} s / r CURB I f 1 GRATEI36.71#25
40 } 1 �rry 834 1
CURB INLET E18 \ \ / 40+ 0 40+ 3 ! � � INV=33,70 �
3s+ ��`. / �� GRATEffi36.31 ♦ _ 39+ 9 B33 1
I ' •iISSMH 8-51 , INV-33.80 ♦ �¢0 r�� 1 J 1
TOP=38.0 / \ 40 } 3 l ^
I I f / f• INV IN-33.8 / _
I 1 r
il I OUT =33.7 s �'' - ` I B32 /
1 a ` I 40 4 40 2uj
39 + 8 r , X. -�
846 / EXISTING` •� Ix
XX XX + 2 ~~- r �t \ X 1 xX 1_ 4_� 40 + 1 40 + 2 1 3 Q a
I, f DITCH TO ___- k x:, � Xx 39+ 8 � xx � I O � a v t�-
I f BE FILLED I t-- --- �'` .,� xX __ �xx `_ 40+I s
r xx-
-_,--
39 + 5 39 + 9 39 + 9 XX � xX
39+ 7 k 40+ 4� I
39 + 7 I xx M1_
' U
kI 0 7 !'X . MAr �� 40 + 8 1 . ` 7 Lo O
WOODS -
I 40+ 7 NrflygN 1+ cD
Nr e+�
W/ 10 mo'X1' I \ / _ FQ=, ARN F, r¢jo
RIP RAP ENERGYrISSIPATER B45 39+ 5 �! \ i x� (Li Q o
INV=33.50
j 39 + 7nB42 N39+ 7 /40+ 1 ILij
LLI
z
/ a 1 Z
a :L?L- o
t_ o
__ 39 �I �00
ff / cV
1 SDMH �3 � f
TOP TO GRADE f
( 4Ld
j` IAiy#34.5o ssl � 552 f - ~"I 2
TOP=39.5± / 1 _ C� �J-
y INV=35.1 ,/ 38 -}- 8 �+ 0 _ �oURR14Z NORWOOD M �­I LL Z
Ib r 53 �`�WILLIAM III' Q 6
I �,/ m Z
�� B44 9.0 1 OAK 18" B43 �yl% c'
fl $ 1w 8. 3s 0 38 -1 8 _ 't
!" +r \ 8.7
! K 24 1-� 9 H
MURRA
N IE 402 /
iN�TO GRADE 0 CURB INLET 191
34.80 GF� 0
a 2 ,• j 39 ATE=38.30 ry
va- 1 % k
r OA `�Ni/=35.30OA /f
4
"l 39 2 1 r ��/ZZ
0
NEW BERM � 1
CURB INLET #22 / NEW BERM /
GRATE-38.25 39+ 1 30 INV 34.87
INV=35.09 _ _ Woo .ww.
opffiso
a 3+ 0 4" RCP
cr- 9.5
9 C/4 } INV 35.92
C/1 D1TCH Y++ � '� TEMPORARY �1
GRAVELED
CONSTRUCTION
ENTRANCE
LEGEND
--- - -r ---� BOUNDRY LINE
- - --- - -- LIMITS OF DISTURBANCE
„ Y WATER LINE
- --- - -- =_ SANITARY SEWER
_sn-sD--sji- STORM DRAIN
6.s PROPOSED SPOT ELEVATION
EROSION CONTROL AROUND DROP INLET
SCALE: 1 " = 60'
0 60 120 180
V
L
el
W
06076
DM JPN
Ciro. JPN
DRYM. F
DATE 11 9/06
``040�411tf1111=1 �
�
�7T,; -9 66 ce
C1.3
t

Rl
\ STRUCTURE kk \ \�-=�--��,__ .- .._ ✓ -- � _ - - _ - Y ����---_-�==_��_-J.--���\, ��
TOP=33.80 = =-
E�,�
ANG _� ; ---
NEW LAKE #3 - 1CH ExksTIN _=-�
TO REMAIN
DkTCH
WATER LEVEL=33.00 \\\i\\\�
TO REMAIN
30" S 'fo+ 3
B 1 DO l SSMH
/ 10 X10 X1' ` TOP=3&0#
RAP ERGY DISSIPATER J + 7 39+ 5
�IN 33.0 f INV kN=2�
3 S ` INV OUT\\'\
W O'X10'X1\ WOODS 39 �-� , \ ` �\ \4\\\�\\\�\�\\\\
RIP AP ENERGY SIPATER OX;MATE LOCATION w . . \\\\\\\\\\ \
s ss FM \\\\r• \ �\ \\\
INV 3.00 � 0�3 AERIAL PHOTO � \ \�\\• \ \ \ \\
BOTTOM=25.50\40+2
NORMAL POOL=33.00 40+ 39+ 69 ' \ \ 40+ 7 40+ s\�1�\\\\\
�\
t{ F1.001� POOL=33.75 1 \ \�\ 70P-37.0
4 + i I IN-28.0 _
IN
\\� �\\
I \ / CURB INLET 6 \\'•� \' \��\\\\\
NV 33 2a 06 `�,+� URB 3g 06 5 / \ �;�`�\ �►�\\�\
1 %+2 . \ \. �\ ,\\
i 40 + 2 I 39 + e IN .50 `�\\��®; \\
i 1 NEW LAK # 20' DRAINAGE 3 9 41+ 3
I WATE LEVEL= . 0 EASEMENT
1 I' 39+ 2 � s � -
` / or"
r /
ems, \ "♦ -� ��\
40+ �B 3 ?\� 0
CURB INLET #18 3g..{_ ,� 40 +
CRATE=36.01 0
INV=33.35 I / 5� 4b+ B ♦ 41+ 5 + 4
I \ SSMH 8-31 FES O��`1' . \ i�4- / 11
t i
V I 28.5 W/ 10' 'XI;PR) RAP ! / ♦ I i 1 11 j 1i
ENERG DISSIPATE \ O \ \ I
INV OUT=28.4 INV- .00 18" FES /! \/\ l l�lll 010. 4 y�
40 + 11f/ 10'X10'X1' ♦ '` � ` \ i � l l } ! I I ' 4 'Ill 1. I1 I l l 11 1 0
-3g+ 9 RIP RAP ENERGY DISSIPATE l -
���� \ \ ' ♦ f Iltilil-
, lNV=33.00 � ! y CUR IN �#23 ♦ \ �
GRA =3 .31` ' ;III l l I I 14 i 4 ,, I
~ ` \ 1 ♦ ! 8104 NV= 4.8 I II�I4li;ll
~~„~ �- CURB INLET 6 ♦ CURB INLET124 ` �\-
0 0 ���� l GRATE=37.31 D` \ ♦ 814 I i [ 1 \,� = W -= __�
GRATE=36.71 -
��~ ! INV-33.40 1 / INV=34.60
.� r
17 1 SSMH 9-30 !! 0+ 7 ' 40 F i
1 �� ��'' -`►-IPP=37 5* % N s SS Fla_-
\�N=27.1 \� \ i,! � fig..-
'-.. . INV OUT027.0 / +-
I 40+ 91 f SSMH B
__ �� /_^
5 ! h _ ` \ `� -� + " �-•';fir J
t / ` INV IN=26 3 ` F \..� �. ��z ;/
-
3S {- 3 ! INV OUT=26.2 _ �.
1 39 I- 9 I + / CURB INLET 5 6.9 ` ` 1 B 1 Jr ! _ _ '!f / 1 \� ��/ I r = 15 FES
p ! �
)OpS Lr1V / 1 f / GRATE-36.71 �� �, �xo \ B 10 I -3 + 0 1 \ %3' II / i! RIP RAPS ENERGY D A'AT� 1�
B34 + 3 f \ INV-33.70
j B33 WIRE FENCE - INV=20.0040+9
�; ,
SL
1 B32 ` -- ` / \ e ! �' ! 1 C -�Lv+40+6-
\\� B1&
\ I 40 4 40 2 l ! A 36+-2 B18 t 8 7'
I �+ 2 + \� CEMETARY I l3�+
40+ 1 \ J 39+ 4 - ,C
1 ! - s2r,-
40+16
�
1 _
CURB INLET #27 �� \ i5 e ��_+ 840+ + ! GRATE=35.26�V- �3$ ;
40+ 4` ` =xx "� �` ! �� 829 \` W 1'� ��� �L 1 INV=32.20 r r 3 i y
! 1 3 1r : 3 �, .a
'41+
7 ` 1� 2a. �_ 40 i a ! ! , 8" 55 9.5 40 + 8 -- 1 \'� ! ° f gyp, 35 �` I Q I7
J 1N ' LINE "B-3" 1 D\R� =s- +1
40-� / `�AIVCLr ! `\ \` 4 i 1 1 Z 5 - + g �. r
�M&IVT \ ! r SSMH B-12-•---�.� �- �/ 8 i. 0 M N( �i " I
e FOR _ 1.+- 0 �� r = " o�_ J
$ pRl \ TOP 40.0� ` $ w� "�� r % ` ,!/ / J! f , � 0
V4C I B28 INV IN 25.4 ,14
41+ 0 INVALkTag25.3 IC 41 Y1, LINE B-2 i ! !35 35* 5 I/ / ! \NP '/; x 112}y�
NORWOOD
MURRAY
LEGEND
----- - ow� BOUNDRY LINE
-- -- - - �-- LIMITS OF DISTURBANCE
V M WATER LINE
- - ---- SANITARY SEWER
-SD -SD -SD- STORM DRAIN
...,_,� ...... WETLAND LINE
6 g PROPOSED SPOT ELEVATION
EROSION CONTROL AROUND DROP INLET
FOREBAY
SSMH B-2 /, gy 3 J x I
' I 1 SSMH B-10 i TOP=36.Ot
TOP$3$Ot �r'� r/ INV IN=26.7�
INV IN=24 0� INV Ol1r=28.6
i �-- INV OUT=24.2
�� 32+7 !! !(i 7
�X r 14
k / C�JRB INLET �F28, � �� i � , • x I t
SSMH B--11 �4� r GRATE=35.26
NOV IN 924.8 - / r: / INV=32 00 1!
INV OUT=24.7 6" SS FM SSMH "12 TO-34.0t
20' DRAINAGE g p
�INPINa27.8
EASEMENT 37+7INV QUT=27 7r
35+ s k/
II _ _ 3
O ,.��Z
i \Z 1
L
, 34 +��1 , r
8• Ss s 1 r 3
SSMH B-22 Q I "
I -G TOP 32.5t
" " INV OUT=28.5 32+ x ,
LIFT STATION B 0 c� \ � - - A I
TOP=3S.5f w
INN IN=23.5 J u7 34� - 5 FES J ~33 `�a 9
1 F'
BOT'fOAI!=21.50 q11 -- / 10'X10'X1` !� CURB ~INLET #29
RIP RAP ENERGY DISAPATOR i 50 32 + 7 /
FLOOD POOL=29.10 / 32 + J
34 2
-r'� 3 V=28.50 NV 9.00 /7
-� BO16M=16.50
1 ',�'/�i y
1 ` rN EW LA
WATER LEVEL=28.50 _ / k, /2 + 2
- l
NORMAL POOL. 28.50
7 AREA=46,600 S.F. - // , /
-1 ,� I
.- 1 5
49Ajp`yo� 32 2��-"- l22 I
33 ` 58 _'--OUTLET STRUCTURE #4
\ 5 { Il
s �� 15" FES
+ 7 W/ 10'X10'X1' 3z+ 2 1 1 I �1 4
RIP RAP ENERGY DISAPATER 1 1 3o+�! 1
LSD X INV=28.50
SDMH #IA
TOP TO GRADE `sB sa i _Xx _� 32+ 2
INV=27.0011x)(
SB XX 1�
0 SB�Sa ` 1J1 0
+6 �r
1`=SB1sD-�� y
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TOP #2A 31 ICALE: 1 " _. 60'
TOP TO GRADE
INv=27.00
0 60 120 180
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06076
DES. JPN
Ci Q. JPN
DnyN, MD
DATE 11 /06%
1g,Xp1k
Cl m4

m
w m
4
CAST IRON FRAME & PAVED OTHER
COVER. TOP TO BE FLUSH--
O
o
WITH STREETS, WALKS OR
2-2 1/2" HOSE NOZZLES
Y J
RESIDENTIAL AREAS.
3
I�[ORTACEMENT
4 1 2" PUMPER CONNECTION
FACI� TO CENTER LINE
v
OF STREET
' o
HEAVY DUTY TRAFFIC BEARING
FRAME, GRATE AND HOOD.
NCDOT ROADWAY STANDARD
MANHOLE FRAME
HYDRANT TO
NO. 840.03 OR APPROVED CONCRETE COLLAR =< ° &-COVER '
I
HAVE BREAK
SECTION OR
EQUAL.
NOTE: IF PRE -CAST BOXES
WORD "WATER" ON COVER
REMOVABLE
GRO
ARE USED THE CONTRACTOR
; . 24 MIN.
BARREL
Y
IS RESPONSIBLE FOR CONFIRMING
c - °
THAT THE PIPES CAN BE INSTALLED
MH STEP
TO THE GRADES SHOWN ON THE
PLANS USING A PRECAST BOX
Lai
BURY LINE FLUSH WITH
I
PRIOR TO CONSTRUCTION.
c� a
�
FINISH GRADE
� REINFORCING
a
B"
26" MIN.
CONCRETE
w PRECAST ECCENTRIC TOP
Y1'
C.I. VALVE BOX
a
BRICK
�
s a 48" DIAMETER STD.
GATE VALVE MIN. SIZE 6"
`P z
TURN RIGHT TO OPEN
;� F MANHOLE IN ACCORDANCE °
,C--DRAIN
....::•.':•-..;'..
WITH ASTM C
w
N
CL
It
0
C)
NOTE: O5 X ETE PAD
X 6"
1-SEE ASSEMBLY DETAIL
SHEET NO. SD-18A FOR
JOINT RESTRAINT REQUIRED HYDRANTS SHALL BE:
2-DUCTILE IRON PIPE KENNEDY GUARDIAN
REQUIRED ON ALL HYDRANT
BRANCH LINES
GUIDELINES FOR
STANDARD HYDRANT
NTS
6 15 16"
n
In
r
778"
7�al I 8I t
FINISHED GRADE
' NOTE
1. BOX EQUIVALENT TO
" ENNIS ENTERPRISES
4" PIPE NO. EEVB-001
2. STD. WEIGHT 30 L.BS.
4"-45' BEND
18" NIPPLE &
4" WYE-J
STANDARD CLEANOUT
m
4"
00
14 ® 12 EACH WAY ONC. FTG.
TYPICAL CATCH BASIN
24" CURB AND GUTTER NTS
FULL 18' JOINT
6" PIPE-] HYDRANT -•3/4" GALVANIZED RODS —
O
TIE BOLTS
HYDRANT LUGS RETAINER CLAMP
JOINT RESTRAINT
HYDRANT TO 1ST FULL JOINT OF PIPE
#YDRANT 3/4" GALVANIZED RODS
w
z
a
TIE BOLTS
JOINT RESTRAINT
HYDRANT TO MAIN TEE
3/4" TIE BOLTS
n
GUIDELINES FOR
HYDRANT JOINT
RESTRAINT
NTS
TO MAIN
BLOCKING
DIMENSIONS
PIPE SIZE
®
©
0
UP TO 10"
4'-0"
2'--6"
3'-0"
12" TO 18"
6'-0"
4'-0"
5'-0"
18" TO 24"
8'-0"
6'-0"
V-0"
^� A GRADE 1�
UNDISTURBED SOIL
C�T
SQUARE
SECTION - PLUG
PLAN - SEND 18"
MIN.
.,L.,.,U.I� t,,.,,wA
WATER GRADE
" DISTURBED SOIL
MIN. ` ''; :`: CK [L
WATER & SANITARY SEWER INTERSECTION
r:
N.T.S. PLAN -- TEE SECTION - BEND & TEE
PIPE ZONE PIPE ZONE CONCRETE BLOCKING DETAILS
6" O.D. 6" 6" O.D.6" NTS
MIN. MIN. MIN. MIN.
� � �--•-- 1 1 /2" TYPE I-2 (NCDOT)
a
VARIES FOR WOODS OR
SITE WORK NOTES:
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
rri
OTHER AREAS OUT OF
z
z
TRAFFIC. TOP TO BE AS
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
O
NOTED ON PLANS ON
FIELD CONSTRUCTION CONDITIONS.
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
CL
a�
UNPAVED ROADS PROVIDE
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
8" COVER OVER LID AND
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
w
SET LABELED CONCRETE
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
Z
MONUMENT NEAREST R/W
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
0
- LIMIT.
STREETS.
V
Y
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
an
3. CLEARING AND GRUBBING. REMOVE ALL TREES AS REQUIRED UNLESS
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
CONCRETE, STRUCTURES, BURIED UTILITIES. STORAGE TANKS, ETC. WITHIN
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO.
Z
LIMITS OF CONSTRUCTION.
4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
o
CONCRETE SPACERS FOR
4. STRIPPING: BEFORE EXCAVATING OR FILLING. REMOVE ALL TOPSOIL,
0
�
ADJUSTMENT TO GRADE
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
ADJUSTMENT MAY NOT
GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
Q
EXCEED 12"
5. MUCKING: REMOVE ANY SOFT. ORGANIC SILT MATERIALS AND EXISTING
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
m
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
y.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION, INSPECT
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
PRE -CAST MANHOLE
APPLICABLE LOCAL AND STATE CODES.
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50, DEEP
SgCTIONS
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
5 MIN. WALL THICKNESS
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
FOR 4" DIA. BARREL
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
6" MIN. WALL THICKNESS
ASSOCIATED WITH BORROW OPERATIONS.
EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
FOR 5" DLk BARREL
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
AROUND THE DROP INLETS.
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
\BITUMASTIC JOINT SEALANT
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
5' TYp.
AS APPROVED BY THE
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
ENGINEER GROUTED INSIDE F
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
AND OUT WITH APPROVED
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM.
NON -SHRINKING GROUT 1" PER
OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
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PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95%
SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL
°
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
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THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
DRAINS PROPERLY.
a
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
PIPE �/
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
DIAMETER-_**'
13 _
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MINIMUM 8" 57 STONE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
u
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OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
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THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
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TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
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WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
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IN --PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE
NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
T1
STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED
8"
RUBBER GASKET
IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
MIN
TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
6" EXTENDED LIP MONOLITHICALLY CAST
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
BASE SECTION (EXTENDED BASE NOT
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN
10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
REQUIRED FOR MANHOLES < 8' DEEP)
SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES.
THE PROJECT IS COMPLETED.
SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
REQUIREMENTS.
11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
48" O STANDARD MANHOLE
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
NTS
NOTES:
1, FENCE MESH SHALL BE MINIMUM
32" IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES
WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE MIRIF!
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP-
ING CONNECTORS.
3. STEEL POSTS SHALL BE 5'-0"
IN HEIGHT AND BE OF THE SELF
FASTENER "T" SECTION TYPE.
FINAL BACKFILL
PIPE SIZE AS
INDICATED
ON THE PLANS
INITIAL BACKFILL
CLASS 1
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2' MIN.
�Il�IiOII�
STEEL "T" POSE
SILT FENCE-j
PLAN VIEW
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STABLE
FOUNDATION
MATERIAL
PIPE BEDDING DETAILS
NTS
"STABLE
FOUNDATION
MATERIAL
DUCTILE IRON PIPE
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
PAVEMENT SECTION
NTS
I
iV
SIDE VIEW
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CLOSE-OUT.
• STEEL "T" POST
CONSTRUCT HIS WORK.
r WIRE MESH FENCE
10, THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
CRIMP RING CONNECTOR
EROSION CONTROL CONSTRUCTION SEQUENCE
SYNTHETIC WOVEN
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
ROBERT H. GOSLEE & ASSOC. AND PROVIDED BY OWNER.
1. INSTALL MEASURES SUCH AS SILT FENCE AND
FILTER FABRIC
GRAVEL CONSTRUCTION ENTRANCE BEFORE
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
BEGINNING GRADING OPERATIONS.
2. EXCAVATE PONDS, ONE AT A TIME, TO ACT AS
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
SEDIMENT TRAPS. SPREAD SPOIL., AND GRADE TO
RELOCATION OR DISCONNECTION OF ALL . EXISTING UTILITIES WITH
DRAIN INTO PONDS EITHER BY PIPES OR
FILL SLOPE
APPLICABLE AGENCIES AND AUTHORITIES.
TEMPORARY DIVERSIONS.
3. STABILIZE AND GRASS EACH POND AND SPOIL
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
AREA BEFORE BEGINNING NEXT POND.
GROUND LINE
CONFORM TO NCDOT STANDARDS.
4. GRADE STREETS AND MAINTAIN ALL MEASURES.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
TEMPORARY/PERMANENT
-TO ANCHOR BOTTOM DIG
REQUIREMENTS.
GRASS SPECIFICATION
IN 6" DOWN & 6" OUT
10. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS 00 NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
18. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
.LL "I POST 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FPS TT-P-115, TYPE III, FACTORY
MIXED, QUICK DRYING, NON -BLEEDING.
0 GA. WIRE
{6" CENT.
40' R/W (PRIVATE ROAD)
It 20' 20'
10' UTIL. ESM ,
.FROs�T VIEW 6 2 12' , 2' 2 6
EROSION CONTROL 2" 1-2 ASPHALT SLOPE: 4"/FT
AROUND DROP INLET
NTS 6" BASE CONIPACTEDSSOIL
TYPE "A"
TYPICAL ROAD CROSS SECTION 40' R/W (N.T.S.}
R R/W R/W L
10' UTIL. ESM 6' j 2'I 13' 12' I 6' ISLAND WIDTH 6' 1 2'1 13' 1211 6' 10' UTIL. ESM
- I I � I VARIES
2" 1-2 ASPHALT 2" 1-2 ASPHALT
6" BASE COURSE TYPE "A" 6" BASE COURSE TYPE "A"
COMPACTED SOIL COMPACTED SOIL
TYPICAL DIVIDED ROAD CROSS SECTION 29' R/W N.T.S.
10' UTIL. ESM
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 609 DAMAGED, REESTA13USH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. ETLIZNRPERTCON
LISETREATMENT, AND
FRlA11OAA�MANENCOVERIS ESTTABHb.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE NULLED FOR WARM WEATHER
PLANING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
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