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5124.DWG
D D D
D D
D ~
D
M~ W(O)[ffi
~ ~ [ffi~ [HJ ~ [R1 (OJ~ [K\ ~ [R1
IB5 (OJ~ [R1 [D) (OJ [F ~ [L [D) ~ [R1 M ~ ~
~[HJ~~~ (GJ[ffi~~[ffi oc~~~w [H]~[L[L
(GJ~(O)[ffi(GJ~ ~~~LJ[H] ~IT~~[H]~~~~ ~~~[H]~M
~(O)[H]~~LJ[H](O)~ [ffi[ffi~[L[E~~ llBLJ~[L~ll1f ~[Lij[p)[E[ffi~~LJ[E~[D)[E~LJ
KING ENGINEER ING CONSULTANTS, INC. PROFESSIONAL ENGINEERS
MEMPHIS, TENNESSEE
·o:
INDEX OF DRAWlNGS
SHEET No. DESCRIPTION
1 . . . . COVER SHEET 2 ... KEY MAP 3 . . .... PLAN WOODLAWN PLANTATION 4 . SITE PLAN AND GRADING PLAN
OAKLAWN DRIVE PLAN AND PROFILE:
5 . . . .. WYLIE DRIVE AND BLOOMINGTON DRIVE 6 . . . . . . . . INTERSECTION OF WYLIE DRIVE AND
BLOOMINGTON CV. 7 .......... MISCELLANEOUS DETAILS
1 OF 7
~
j ~ '
REPLACE FAILED 36" CULVERT PIPE (SEE SHEET No.4)
W Kenwood A"'
&ook Ho/1011 !Jr
• ~ •
BRIGHTON
'1 ff'
;,Ii;
r------_ _
K.wy Cv
CARRINGTON ESTATES
- N ii'-._
ob/
i
I I
600 0 600 1200
~~;11•11i•••11i.-.·~.~·~~~~~~~I I
SCALE IN Fr~T---L-~~i=:
KEY MAP STORM WATER SYSTEM RESTORATION
PHASE ONE 2019 IMMINENT THREAT GRANT
BRIGHTON, TENNESSEE CHECKED SCALE
K KING AS SHOWN
LICENSE NO.
~ SHEET NO.
12309 2 OF 7 /NEER/NC
ONSULTANTS DESIGNED DWG. NO. Incorporated
KE.C. PROFESSIONAL ENGINEERS 5024 MEMPHlS, TENNESSEE
DRAWN DATE
A. SOMBOONNA 04/24/2019
98
/
/
/
, ,
, ; , , ,
/ / , , ,
/
I
,
, , , ,
/ I
, ,
, , , ,
, , / , , , ,
, , ,
, ,
, , , ,
, ,
, ,
,
/
, , , ,
, ,
,
1/ , ; / , , ,
/
, , , ,
/
/ I
REPLACE EXISTING CMP CULVERT PIPE (SEE SHEET No.6)
DEDUCTIVE ALTERNATE
---
/
--
/ , , , , ,
I /
, -- , ,_
, , , ,
, ,
, - __ , , , ,
/
,
(., / ,/ ,
,
/I I 195 ,
/
I ,~/,' / ,
, , , , ,
! I 19 4
/ /
/
/
, , , ,
,
/ / , , , , , , ,
/
,
/
,
, , , ,
, , , ,
/ / , ,
, ,
, , , f
/
I 190 /
I'/ 189
RESTORE '.~LET '
;
/ ' , , ,
185
I/ , , ,
, ,
186
187
I ,
179
, ,
/ 193
/
192
178
, , , ,
~ , , / I
196
210
RESTORE
221
176
177
, /I
/ /
I, /,
/ , , , /
, , , , 151 152 153
100
101
/ /
, , , ,
" , 1' I..__,/
,
, , , , ,
, , ,
, ,
,
/
I ! ', /.
I I -... I /u'------L_.J_,f.-tl_-j~ // 11 "...._1__ ,.." 'F
182
183 149
, , / ----- / RESTORE , , , , ;
1 II I / \
,/ / /, / 147 "' rl RESTORE INLET I II \V i:) I
~/ ' I , RESTORE INLET
102 "' _:_-~-1 - :::~_;~~,~/=s=~--;==~;;;...--~~~;;_~;;_;;.._...;;;;;;;;;~~,~ ~--~4:__ _ -~- : __ ____
@ I I , , 1
1 1" I 0 RESTORE INLET c:J
I I I '2/
// / / I \
/ , // / ___// 103 104 105 106 107 108 lo~ 109 ,,1 ,,1 t I_ ~""- --
--- -- 0 -- •
110
- -- ------ --- -- ------- --
113
111 11 2
230
211
175
155
114
/
/
213
21 2
218
219
/
/
, / /
/ / ,
214
217
173
174
156
11 5
229
,
157
116
228
, ' ' , ,
117
/ / /
215 204
216
170 169
171
172
158
160 161
RESTORE
159
120 @
RESTORE INLET
119 11 8
~ESTORE DRAIN \ I ~ANHOLE
224
233 234
232
--
®
77 78
205 206
- 207 ~
--168 167
166
162 163 164 165
122 123 124
121
125
RESTORE INLETS
126 I / i------- I
I I 223 222
127
'
' ' ' ' ' ' ' ' ' ' ' ' '
139
138
RESTO RE INLET
86
85
84
83
82
81
I I
I
I
I
' I I
I
I ' ' I
f---------
REPLACE EXISTING CMP CUL VERT PIPE (SEE SHEET No.5)
SINKHOLES UNDER CURB FILL VOID
I -WINDWARD PLACE
_J / ) 137 '
I ----------, D
SINKHOLE RESTORE INLET
235 236
SINKHOLE RESTORE INLET
p
128 135
t:::::::::::;o;:=:::::::::@~LJo RESTORE INLET
129
L 134
1.L-_-1!---Mm-ATffC~HllLINE A-A
I
'
100 0 100 200
~~lil ...... ~-~-~·lil.· ... ~~~~~ 11
1
---·
1
I SCALE IN FEET
I
NOTE THAT APPLY TO ALL SHEETS:
THE LOCATIONS OF EXISTING UNDERGROUND UTUJTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
- -MATCH L!NE"....--A_- _A_ - - _,...--
\ 134
130
131
132 ' '
' '
'
PLAN WOODLAWN PLANTATION SUBDIVIS IO N STORM WATER SYSTEM RESTORATION
PHASE ONE 2019 IMMINENT THREAT GRANT
BRIGHTON, TENNESSEE CHECKED
K KING
LICENSE NO.
12309
DESIGNED
KEG.
DRAWN
A. SOMBOONNA
/)f/jE,,,_,,N££R!NC
ToNsULTANTs = === .lnc07pormted = ===
PROFESSIONAL ENGINEERS MEMPHIS, TENNESSEE
SCALE
AS SHOWN
SHEET NO.
3 OF 7 DWG. NO.
5070
DATE
04/24/2019
- · .-
TEMPORARY EROSION CONTROL DAM (2' HIGH)
PROPOSED GRADE "D" RIP- RAP WITH NON WOVEN GEOTEXTILE (2' DEEP)
EXISTING CREEK
/ - -.- --
11('--------::t'J>'Jd\c---PROPOSED TYPE "E" PRECAST "'(, / - CONCRETE HEADWALL
- . - . •------------REMOVE AND DISPOSAL 60 LF OF
EXISTING 36" CMP DRAIN PIPE
r------------PROPOSED 84" & 48" PRECAST CONCRETE DRAIN MANHOLE W/ EJ 1045 FRAME AND 1040M2
I .(,,)..'!------------PROPOSED 42" RCP DRAIN PIPE
i ! I
GRATE
T.B.M. T.D.0 .T. SURVEY MARKER NUMBER 84-169 - 30 2008 ALUMINUM DISK ELEV. 329.31
T.B.M.
R.0 .W.
CCONTROL POINT #1 ~
'" PROPOSED GUARDRAIL PER TDOT STANDARD
------_323------- ...__
- ~325--
" d -321--------
TEMPORARY EROSION CONTROL DAM (2' HIGH)
1 1 f!I
- - · 7 /"),'0
/ EXISTING CREEK (
I
\ ,is 1
:.::-::,,,,..-~ -- \ -\
\ \ I
I I
\ y:,
IO
\
LL ..
\ \
\
0 10
I SCALE JN FEET
\ \
\ y:, ~
\ I I I I
I I
20
I
___ \
I I I \
_J ~
--- ---
R.O.W.
----
I I I I I I I ____ _,
---~ 11 ~ 11 ~ ~ ~
:.,'I.>" ---- G - --- - - - yG - - - - - G - - - - - G'l,'0- ::: =~~G<t" - - - - G - _ _ ::::::_ -
---;:;:),~ - 329- - - - - - - - ;;;,,,.., . !f'"- - - - - - - - -
__.. ,._;'? _-- 0,(5 __ :o-- ~~
- - -G - - - = ~G---x'll'" ~ -G - _ _ _ - G- __ ~ _ ,.. _ <o _ _ _ _ _ ~~ EXISTING 4" P E GAS MAIN ___ - - dJ'" - - - - - - - - - - - -"dJ'Cl.~---·=-G - - - - - G----::-_~ ci..°'~G - - - - - G - -ef - G- - - - - G- - - - -
WHITE LINE --
DOUBLE YELLOW LIN ES~
'i OF W. OAKLAWN
WHITE LI NE
. ........... _
PROPOSED
.......... - -' ~
'· SWALE___>.., -.
I
\ v-N 35"29'33" I w 89"44' 43"
I I I I I I I I
~ .m l I l§l" I ftil I
I~ 11-- - ---------PROPOSED 42" RCP DRAIN PIPE
I I I I I I I I I I I I I I
NQI!'.;:
CONTRACTOR RESPONSIBLE TO RESTRIPING WHITE LINES, AND DOUBLE YELLOW LINES IN DISTURBED AREA
-·- L-~..,,:::'.~ ·..._·-- . PROPOSED PRECAST CONCRETE -- · --. FLARED END
LAYOUT PLAN PROPOSED CULVERT PIPE AND RIP- RAP
SCALE: 1" = 10'H
PROPOSED 8" COMPACTED 33C
30"
SOUTH NORTH
22.00'
18.50'
PROPOSED SOD WITH r - TURF REINFORCED
I 2~LOJ - - - - -330 f,,,~°'' , 2 ~~~;c_ PRoffisED 8" :..; >:: ~ :--1 1
2 "'' COMlACTED 33C ~lj\'pi\
PROPOSED 42" FLARED END
,__.\W PROPO ED SOD WITH ~~'~e;ol\,,-.,/ 1 I ~~';? TURF EINFORCED M~"\\\~
1\e;il\7' (TRM) ~~I j\I \§i?W 325 ,. ~\~w EXISTING GROUND \
~~p-....__EX I STI NG GROUND CO~PACTED BACKFILL '\.
"~14\W'Z__COMPACTED BACKFILL ~\\'?,-~ ,ll.---"-l"=""
_'"'"~_..D..l'-?" 52 LF OF 42" RCP @- 1.12
MAT (TRM)
/ i[ - -FL ELEV. 317. 11-y.._/ / I I - - - - -
/ FL 42" ELEV.316.53
-------- - --
- -3,15
REMOVE AND DISPOSAL EXISTING 36" CMP~------
1 FL 54" ELEV. 310. 55
FILL WITH CONCRETE
310
I '°
I - 50 -40 -30 -20 - 10 0 10 20
PROFILE CULVERT PIPE REPLACEMENT
SCALE: 1" 10 'H 1" = s·v
WHITE LINE
'i OF W. OAKLAWN DR
WH ITE LI NE
R.0.W.
24.00'
20.50'
PROPOSED 4' DIA. MANHOLE (NO MANHOLE STEP) W/ EJ 1045 FRAME AND 1040M2 GRATE
TOP OF MANHOLE ELEV. 326. 96
PROPOSED 4' DIA MANHOLE WITH No.10 GRATE WITH LOCK SET (NO MANHOLE STEP)
PROPOSED SOD WITH TURF ~2- REINFORCED MAT (TRM)
,.__-- PROPOSED 7' DIA. MANHOLE
COMPACTED BACKFILL
20.5 LF OF 54" RCP @- 0.34%
~-- PROPOSED TYPE "E" HEADWALL
30'
~-FL ELEV. 310.48
PROPOSED RIP-RAP GRADE "D" - - -W/ NON WOVEN GEOTEXTlLE
30 40 50 60 70 80 90
84'
PROPOSED 42" RCP DRAIN PIPE 7 7'
- . -329_ ~ ---- - - -- - - - -
-328- -----------
t
DETAILS PROPOSED SWALE
SCALE: NONE
82'
REMOVE AND DISPOSE OF 60 LF OF EXISTING 36" CMP DRAIN PIPE 81 '
I '";>'\. ---
• to"< _ °?&q,":.__ - - - - - - -329- -
CONTOURS
GAS MAIN
WATER MAIN
SPOT ELEVATION
POWER POLE
RIP- RAP
PHOTO KEY
NOTE:
\ \
\ \
\ \
\ \ \
- - - - - - 7· ~.,_,- 328- - -;.c"'>"'
- -- 327 - -
- - - - - - 326 ::o-4~~--.. v-----. - - - - - ii- -325 _!~TRE~·- ___:: 324-
<o°' .,_"I - ..,'),~,..,,..,.
\ I 11
\ \
--- ---
\ ,. I ,v· x'
I \ ~ ?
\ \
LEGEND
EXISTING
- - --103-- --
- -- -G-- - -----W- -- -
x 386.10
j2i pp
\ \ \ I I
I I \
x 0.J 20" TREE
EXISTING
---103,----
THE LOCATIONS OF EXISTING UNDERGROUND UTlLlTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. .
NOTES:
WHI TE LI NE
'i OF OAKLAWN DR
CONTROL POINT #2 LP.S.
WH ITE LINE
R.0.W.
1. CONTRACTOR SHAll PROVIDE AND INSTALL SOD WITH TURF REINFORCED MAT (MAT) FOR ALL DISTURBED AREA
2. CONTRACTOR SHALL INSTALL ADS STAPLES AT PROPOSED SOD AT SLOPE. SPACING OF ADS STAPLES SHALL MEET THE MANUFACTURER RECOMMENDATION.
3. WORK SHALL CEASE DURING PERIODS OF FLOWING WATER. 4. SAW CUT ASPHALT PRIOR TO EXCATION OF ROAD. 5. ANY TREE REMOVED HAS TO BE PROPERLY DISPOSED OF.
SITE P LAN STORM DRAIN
AND GRADING PLN PIPE REPLACEMENT
STORM DRIVE RESTORATION
WEST OAKLAWN WATER SYSTEM
PHASE ONE 2019 IMMINENT THREAT GRANT
BRIGHTON, TENNESSEE CHECKED
K KING
LICENSE NO.
12309
DESIGNED
KE.C.
DRAWN
A. SOMBOONNA
~'r!N££RING roNSULTANTS
===== fncoryorated = ==== PROFESSIONAL ENGINEERS
MEMPHIS, TENNESSEE
SCALE
AS SHOWN
SHEET NO.
4 OF 7 DWG. NO.
FILE5021
DATE
04/24/2019
20 0 20 40
•J •• I I
SCALE IN FEET
60'
' 43'
I I I IS: 0::: 0::: IZ
I ~ I c:! ~ ~ l~ I:? I~ ~ 3f' ~ lu:: I ~ ,t{ D ~~ D I~ D X;3 [:j - a:;: [;j 3:
10 lu. ~ l °'w ~ I I ~ I o ~ ci g ~ I~ 3i ~ l "°x~ 18 "'1°' l~ci -
;:: ~ ~~ ~ 0::: ~ lw IC) t= t::o t= 1tQ !ll
I~ ~ ..- ~ 1i:J ~£-1 I 'ii w w REMOVE EXISTING WOOD FENCES z cb I ,', INSTALL NEW WOOD FENCE & GATE ~ gj I I w I RESIDENT (MATCH EXISTING) IN THESE AREAS !< tj I ~ I I// (No.520) · ;,, ;'l I : : ~R~~TORE - ~XJSTIN_G_ INLE~ W#///$,C:::////;~~ - - - - - - - - - - - - - - - - - - - __i
RESTORE EXISTING INLET ~ , , / - · f-- ,(: I ~ _ -x~ _ ·- I -
1 / - i 7 ~~STIN&-fNJ=E --EXISTING-FLOWER-BED---"'
1--...---- -c=-- EXISTiNG WOOD-FENCE ----------
s= EXISTING 42" CM P CULVERT PIPE (TO REMAIN) t' __jf:t::J = = rE~TI NG 42~-C A_P (TCJ__RE~~ ~) = :L 11: : .EXISTING 42" CMP (TO REMAIN) = = = = > 1_:' = = = = ,- LJ EXISTING 42"" CMP FLARED END (TO REMAIN) 00 (:; !:;: I'= I I T.B.M. Q "'
STAO 00 '>- -1 '- > J > / ' ) ~ FL OF EXISTING 48" CMP !< ;;::,. PROP;SED 6' DIA MANHOLE ~ I @: ·d~ ~~PROPOSED 48" RCP DRA~ PJPF '/ ~, ELEV. 100.00 ,._ ~f;l
\ - - - - - - - - - - - -- - - - - - - f // V///////////////~ /:"~ ;:.-;0 »:%?"#;~_,;:WAI~ PROPOSED 48" CONCRETE HEADWALL "' o;'l Q_ EXISTING_4B"_CMP_cULVERT_Pl_P_E__(T_CJ__REMAINl_ _--I- JI- l'.'//;/d##~#~/f»».' 1'.J-'/(;l'.;:0 /,;~~[////////•//////// I I ·~ (TYPED)
: 4' ' ~' ' ''"'.'~' 1 -~~---0--...('.J_ __ _Q x----t j --x--REMOVE ~~ING~s::._FLAREQ_END__ __ _ x VOID I w >- w w PROPERTY w '.. ~ g ----PROPERTY LINE (APPROX.)
*PRIOR TO REMOVAL OF PIPE CONTRACTOR I AREAS I I;! :!) I;! I;! LINE I;! I + oo °''"' SHALL EXCAVATE TO FLOW LlNE OF I (II I >- ~ c- >- (APPROX.) >- Tl wt;'"z ~ _E1
0
2;~.., ~UJ EXISTING PIPE AND REPORT TO ENGINEER ~ "' _ ;::: THE ELEVATION. ENGINEER MAY ADJUST PIPE GRADE TO MAXIMIZE CAP AC!TY ~ ?i i I ~ i 0 "' f5 ;'j
I ~I I _ _________________ _ ----l-~- _ _ _ _ _ _________________________ _ I :J 1 I I I ~I I I ~ l t:' 1 I "' I gx I II ~ I ~I I I :_.J I '-' I I x I ~ I I ~ I
0 ~ I ?.: ""' I I x I LL
20
RESTORE EXISTING INLET
- - -- - s- - -- - - - - -
0 20 40
SCALE IN FEET
I
~ I ?i < " 1' ci o' 85 I >< I
"'" e> I ~ I '!) I WI
I I REMOVE EXISTING 36" CMP AND FLARED END I INSTALL PROPOSED 36" RCP AND
¥RESTORE BANK SLOPE AND FLOW
• I - > ELEV. 100 00 ;':; ~ , ~ ~ ~ = -i -~VV////;//////////////////////////'l/////////////////////;r// >/'l///l l ~~:-; ~~ FC_ROPERTJ: J.l!JI....lAE'.PfQlU_
I - ·'~ ·' :-; s 0.'..'..' 0: PROPOSED 36" CONCRETE 1 12>s ~ HEAD WALL (TYPE D) 'J ' ..,, ' " I 45'± I EXISTING 8" SANI TARY SEWER MAIN ' - 1 - - - - - s- - - - - - - - s- - - - - - - - s- - - - - - - - s- - - - - - - -s- - - - - - - - - -
I
I I
I
I
" I
I
I
I
I
I
!-------- --------------------------------RESIDENT
(No.56)
NOTES THAT APPLY TO ALL SHEETS: I WI I I
EXISTING 48" CMP (TO REMAIN) REMOVE EXISTING 48" CMP AND FLARED END
INSTALL 180 LF OF PROPOSED 48" RCP AND REINFORCED CONCRETE HEADWALL
l. THE LOCATIONS OF EXISTING UNDERGROUND UTI!JTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIIJTIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UT!LlTIES.
2. SAW CUT ASPHALT PRIOR TO EXCAVATION.
0+00 0 + 50 1+00 1+50 2+00 0+00 0 + 50 1+00 1+50
----j----+----' ~----1---1--- +---+--·~-----+,----+---+l ----1----+-' ---+---+----1-- -+:----<---l---f-----f----I--- e ----·- - - -· - -----+-- ------- - ----r---- ----- -1-----+---+--- l-- - --, ----'f----;,----+----+----+----+I ----1----+----+----+---+---+------I ,_ _ _,f-----f----+----+-- --+-- - --------+----f- -- - --·- ·---·-- ---- - --- ----f------ - - - - - +----+---l----+f-----f----+----+---+----l----+----+----J---1----1--- - --- --- -- --- -----1----+-- --1-----r----t----c----J---t-- ----j--- ----+----- - - --+----f---- ----- -- - -- .. -. . ---- - ------ - ---~ --------r-----1 ---- - ------ ---- --- - 1---- -----r----1-- ---- _j ____ . -- __ l ____ --+-----t-----1------t-----1-----t-----i-----f-----f-- ----t----1-----J-- --·- ------- ----+----1-- --+----1-----+-----'
r----- -- -- - ----> -··- ---,---+---l----l----f----+1----+- ----t-- - --l-----l----+----+1----+-------l----+----l----j1----f-- --f----+----+---f----+-, ----t -------11----+----+----+----+---I---~ - ---1------1---+--- I ----· ---- --· -----1-----+---+---+-- - - - -t-- ----+---+----f---J----t---f-------l---+---+---+-- -+---+---t---, ,---l---+----+------+---1----1---+---+---+----f------jl------f---j----jf----j-----I---+---+-- ------ - -+----!----+---+---+---+-- -- -~----·--I-- - -- -- - --- ------f-----+-- - +---+---+---+----- --- -+- -- ---
,_-_-_-_-~-f------+-- -----_-_--+.,., =====r=====.::-1 :__-===-='t==-=-~-+--=-=-=-.. ---_-_-_-_-::.t=-=-=-=--=-1,~=-=-=-=--=-+c--=-=-=-=--.:.'~--=---=---=--=--:::c-_=----'---__ -_-i_ ,:::====-.::-=-=-=-=--=--'--_--_-+_---~f----_, _ _ _,- ,_-_-_-_-_--_--_-_- +--=-=-=-=+----~-++---_-__ -_-t' ______ _, __ - _- =-c-_.,-_____ ~,_ _________ i -----=-=-_, --~---+-----t----+----+----t----t----+----+----t---t-----tf-----j----j-----j----+----+---->-1----- -~I----- - ----t----1-----+---+------I 1-----jf------ +-- ---~- -..- -----1c-------t-----t----+---+--- --t-----1----j'----f-----j--
----f-- - ---!------ - - +---+---+---- +-- ----l---+---+---+---+----+----+>---_,- --1----+----+----t----+----+--- -·---- ·-- -- -------- 1----+----- - -+---!-- -- -l ·-- +----+-----1----+-----t----+----+-----I
1- --t----+c-------t-----t-- ---t - ----- --1- - - t----+1-----t- ---f------;------r----1 ---+----t---~--lf----i- - " >"\ r\ 1 t----11---1- ----t----+1---+-- -+- --+----+----+----+-- - t-- --+
~----1
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DESIGNED KE.C.
DRAWN A. SOMBOONNA
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===== J'J'Worporaled ===== PROFESSIONAL ENGINEERS
MEMPHIS, TENNESSEE
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SHEET NO.
5 OF 7 DWG. NO.
5123
DATE
04/24/2019
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.. _ "' " "'-
SCALE: t " 20'H l" 5'V
,
40
I
... '
NOTES THAT APPLY TO ALL SHEETS:
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILlTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIUTIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
2. SAW CUT ASPHALT PRIOR TO EXCAVATION.
' ' ,
.,.;;;,-·•;;·~' · 'l I PLAN AND PROFILE ,~' " . ", ~ STORM DRAIN P IPE REPLACEMENTS ' ' ., .. ~ . STORM WATER SYSTEM RESTORATION
" . · .. " , PHASE ONE
2019 IMMINENT THREAT GRANT ,,
' CHECKED SCALE
~ K KING AS SHOWN , LICENSE NO. SHEET NO.
12309 ~NEERING 6 OF 7 DESIGNED ONSULTANTS DWG. NO.
./n.corporri.led
KE.C. PROFESSIONAL ENGINEERS 5123 MEMPH IS, TENNESSEE
DRAWN DATE
A. SOMBOONNA 04/24/2019
l • l •
I ; 0 < w • 0 •
'
__ J 'l!-4 DOWEL BARS \ 9 REDO. 30"6 Sm<liler
II REQ'D. 36" 6 La r~er)
PLAN Sf<O'HING E~Efl<.lY OISSiP.<ffOFI
REVISIONS I NOTE' USE CLASS 'A' CONC. NO. DATE: 6Y REMARKS
I 5-30-85 LR.H. REMOVED OW. OF PUBLIC WORKS (T. BLK.)] 2 7 - 21-87 D.H.G. ADD, CLASS A CONC. I 3 2-29 88 D.H.G. REMOVED DEPARTMENT T.BLK.
TABLE OF DIMENSIONS AND DIAMETERS CONVERSIONS DIA 15" 18'' 21" 24" 30" 36" 42." 40" 54 "
c-c'c-+'"'-,'"'~",·+-'s'-6y/ 5'· 6•1{' 5'-7v%" s '-s" i"-4<!:!.'' 9'-0" 9'- 1~" 10'-9" El 1'-81/%" 1' 911•' 1' soa" 1'-avl' r"-s" 1'-s' 1'-9" l'-9 " 1•-9·•
' 5'-011• 3-4,/4 3'-IOvt 3'-11" 4'-o" s'-7vz' 1· 3" 7"-4•/;." 0'-0" 0 2"- 01 14" 2. 3JJz• 2 61/• 2-10 3 - 5 4 -0 4 - 7" 5'-2" 5'-9
' 5'-5114 s'-811• 5'-11•12' 6' --3" 6'-llv~- :r'-6" e'-1" 8'-8 " 9'-3" F 2~4•!•"' 2'-4•1+" 2'-411+' 2'-4'14 2'-5•/I< 2·-51111{ 2'-51/16 2'-5111• 2" Sn/1<
60"
12' s"' 1'-9"
10'-9 " 6'-5"
9'-11" 2'- S•f••
G 4'-9)18 S'-0>1-f 5'-0~/~ 5'-1 Wi"' S'-3'" 6'-10112" 9'-6" e'-71/z' 10'-3" !2' o" H 2'-51;a 2-8i.--1' 2'-1lv2 :3'-211t'" 3'-9 "' 4'-31A1" 4'-10" 5'- 4•tt 5'-11'" s'-6"
I 2'-0' 2'-0" 2-0' 2' o" 2·-0·' :i'-o" 3'-o" 3'-o" 3·-0"' 3'-o"
ENGLISH METRIC
i-''O-+''c'c'~',"-+-'"c-~o·,·+_."-c'""-1-'C'-"''-"-1-"2,'-o" 2'-0" e'- o"' 2'-6" 2'-e" 2'-6" !='~~+:~,.-=:~.;:· :+::;,.:_~:·~. :+::;j·-·~~·.;:::J::,~.-=:~.=J::t11 ~i~·~.: :j:::i;", ":~.:::jj;;::_~~~.::lji,;::~~~~·~·-";.".~";".rl-"~c:~-":"'~,-<1-------1-------<
HIGH VELOCITY OUTLET
C ITV OF MEMPHIS D!V ISlON OF ENGINEERING
Reinforced Concrete Pipe - End Treatment !--- , ___ _,
'-~-
End Elevati on ,_ __ , ___ _,
f L,,_! ~
w----
HW-12 HW- 15 HW-18
HW-21 HW-24 HW-27
Plan View
2'-6" 2' - 6" 2' - 6"
3' - O" 3· - o· 4· · 1"
12 12 12
18 18 18
4' - 0 7/8 '
4"-0 7/8 "
4" - 0 7/8 '
5' -9 3/4 "
5'-9 314" 8' - 1 9116"
2' - 11' 2' · 11' 2' .. 11'
3· - 6"' 3' - 6"" 4' - 8"
[ '--+--1-_.-··· l -1
_j 1" . 6"
L Side Elevation
2" - O" 2" - O" 2· - o·· 3· - o· 3' - o· 4' - O'
Isometric View
21 1/ 8'
21 110'
21 118"
28 118"'
28 118'
3' - 6 118"
30 30 30
30 30 30
2,400
2,400
2,400
3,800 3,800
6,800
A
l
= =
= =
B
' '
= 8
= =
I /Z" SHARP FACE GOTHIC
(41 RA ISED TROUT
.A
f-------1/)26'" -----~
EJ
SECTION A-A
DETAIL MODEL 1040M2 GRATING
SCALE: NONE OR
SECTION B-B
EQUAL
DESIGN STANDARD FOR
HW-30 HW-36 HW-42
4' -1" 4· - 1" 5' - 2"
18 18 24
8' -1 911s"
8' - 1 9116" 11· - 1 3/8"'
4' - 8" 4' - 5··
5· - 11"
4" - O" 4' - O" 5' - 6"
3' - 6 118" 3' - 6 118" 4' - 9 118"
30 30 30
6,800 6,800 11 ,000
(41 r/J l"' BOLT HOLES EQUALLY SPACED ON A !/> 32 3/4"' BOLT CIRCLE l
SECTION A-A_ END VIEW
TYPE "E" HEADWALL ;:WITH WINGWALLS
HW-48 HW-54 HW-60
5' - 2" 6" - 3·· 6" - 3"
24 30 30
11" - 1 3/B"" 13' - 6 1/4" 13' - 6 1/4""
5·.11·
7' - 2·· 7' - 2··
5· - 6" 6" .. 6" 6" - 6"'
4" - 9 118""
6" · o 1/e"" 6" - 0 1/e'"
30 30 30
11 ,000
15,500 15,500
~Pt.rrY (llFIECTOR I CTVll ENGl"IEER
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0
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' -. ' ··~E' " • .. ~· 11 dNs . '"''"R " " .'"", '"'. ~· ' ' Eic '. ' >li:lUO!O . I~ "TH£ PRI CE ·s ro··•M ' orng, . ! ""'··.
., ._.
INSTALLATION DETAILS REINFORCED CONCRETE P IPE
SCALE: NONE
' • • '
:DEt'11r'1. D, • , sHOWJNC CL 1'.·ss B" " .·BE'D-D ! NC ·.f:'OR -· pl~°E ··".- .ARC H' .CLJL ·Vf.Rts· •
ocf.,i.( i°o• i ;-" 'i:<io<.ST•.uct,_oi< .\ c..;v.f,\t, .; •<.<vOi iii« .: ·f.,." T•t·.,;, CONH_•UC·TJ ,O~ ·""''""'"" '"CUTS ••_o.: a"'" " ·" '"""" n ·SClli<ERE ON rnl< .SH<().: '><l~ · <PPi."" '"LO · TO ettO' - <.•rn ttl$1'll•HO~ ·.
".
- - - -----·- .--- · '-- ---
•" '
PRECAST CONSRET DRAIN MANHOLE ( 4' DIA. OR 7' DIA. MH )
•
• 8 ' • • ' PRE RAIN MANHOLE
' DIA. MANHOLE) ., CAST CONSRET D ( 4'
' • EXTERIOR 4•
I INTERIOR INTE RlOR • EXTERIO
1/2" DIA. S.S. EXPANSION BOLT (2 FOR EACH PLATE )
6 OF 4.,x1B.,x1/2" S.S. PLATE EQUALIY SPACES AROUND
PARAMETER
q-
PRECAST CONSRET DRAIN MANHOLE ( 4' DIA. OR 7' DIA. MH)
"
' •
'
8 .,
• •
"
b
' '
"
. ' a
' '
'
' <
' ' '
8 •
' '
' ' . , '
' a ' ' '
•
" ' ' a '
' ' ' '
b ' . • •
j__ ' m .n
2" S.S. PLATE 6 OF 4"x1B"x1/ EQUALIY SP ACES AROUND
PARAMETER
1/2" DIA. S.S. EXP (2 FOR
ANSION BOLT EACH PLATE)
FRO TRANSITION C
M 7' DIA. TO 4'
DETAILS
ONCRETE SLAB DIA. MANHOLE
MANHOLE SECTIONS CONNECTION OAKLAWN DRIVE
SCALE: NONE
' '
•
•
• b
·' ' •
• • 8
• ' '
8.
• ' ' '
' ,.
• a ,, a • 8 '
' • • ' • •
' b a • • •
' ' • ' • • • 8
R,
• '
•
• •
HW-66 HW-72
7'-2" 7'-2"
30 30
14' - 10 1/4"
14' - 10 11,· 8' - 6" 8'. 6"
6' - 6" 6' - 6"
T - 4 1/s" T- 4 1/s"
30 30
18,000 18,000
DATE -1.) Concrete to be 4,000 psi in 28 days. 2.) Reinforcing steel to meet ASTM A-615. Grade 60. 3.) 1.5" min. concre1e coverage 4.) All exposed comers shall be chamfered 314". 5.) Headwall available withou1 toewall upon request,
TITLE
-No Scale-All dimensions subject 1o al lowable specification tolerances.
STATE SECTION.PAGE PATE •O• ... Memphis Precast Type "D" Alternate Headwall
For 12" thru 72" RCP rN 8.1 4-01-08 •0 •Hanson
N-12 * HP* STORM TRENCH INSTALLATION DETAIL TABLE 1 RECOMMENDED MINIMUM TRENCH WIDTHS
FINAL BACKFILL
// •· ·ci-- HAUNCH
BEDDING
4" FOR 6" FOR
SUITABLE FOUNDATION
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 . "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS". LATEST ADDITION. WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE. SOIL CLASS!FICATJONS ARE PER THE LATEST VERSION OF ASTM 02321 .
2. MEASURES SHOULD SE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL. WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH SOTIOM IS UNSTASLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER. THE TRENCH BOTICM MAY BE STABILIZED USING A GE:OTEXT1LE MATERIAL .
4· BEDDING SHALL BE CLASS B. SEE TECHNICAL
SPECIFICATIONS SECTION 02725.4
,_ BACKFILL SEE TECHNICAL SPECIFICATIONS 02725.4
6. MINIMUM COVER; MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300mm) FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS: CLASS I OR II MATERIAL COMPACTED TO 90% SPD. FOR TRAFFIC APPLICATIONS. MINIMUM COVER. H, IS 12" {300mm) UP TO 48" (1200mm) DIAMETER PIPE AND 24" (600mm) OF COVER FOR 60" (1500mm) DIAMETER PIPE. MEASURED FROM TOP OF PIPE TO BOTIOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.
ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPAAED THIS DETAIL eASED ON INFORMATION PROVIDED TO ADS. THIS DW<WlflG IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEE RING OROESIGN SEIWICES FOR THIS PROJECT. NOR HAS ADS INOEPENDEITTLY VERIFIED IBE INFORMATfON SUPPllEP. r HE INSTALl.'ITJON DETAILS PROlllDCO HEREIN ARE GENERAL RECOMME;ND/\TIONS AND AR< NOT SP<CIFIC FOR THIS PROJECT. 11-IE DESIGN ENGINEER SHALL REVIEW lHESE ElETAILS PRIOR TO CONSTRUC TION. IT IS TliE DESIG.N ENGINOERS RESPO!'!SllllLITY TO ENSURE THE Olr!AILS PROVIOEO HEREIN MEETS 0>< 8<CErnS THE Al'PUCl\Bl.E NATIONAL, STATE, OR LOCAL RECLllREME N"iS ANO TO ENSURE THAT TH!l PET AILS PRQV!UE D HEREIN AAE ACCEPTM!l.E FOR TH<S PROJECT.
PIPE DIAM. MIN TRENCH WIDTH
12" (300mm) 30" (750mm)
15"' (375mm) 34• (860mm)
18" (450mm} 39" (990mm)
24" (600mm) 48" (1200mm)
30" (750mm) 56'' (1420mm)
36"(900mm) 64" (1620mm)
42" (1050mm) 72" (1S30mm)
48" (1200mm) 80' (2030mm)
60" (1500mm) 96" (2440mm)
TABLE 2. MINIMUM RECOMMENDEO COVER BASED ON VEHICLE LOADING CONDITIONS
SURFACE LIVE LOADING CONDITION
PIPE DIAM. H-25 HEAVY CONSTRUCTION
(75T AXLE LOAD)•
12"-48" 12" (300mm) 48" (1200rnm)
(300mm - 1200mm)
60" (1500mm) 24" (600mm) so· (1500rnm)
•VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
TABLE 3 MAXIMUM COVER FOR ADS N 12 HP PIPE. fl . CLASS I CLASS 11
PIPED! OMPACTED 9'% 90% 85%
12" 39 (1 1.9m) " " 15
(300rnm) (8.2m) (6.1m) (4.6m)
1'" 42 (12.8m)
29 21 15 (375mm) (8.8m) {6.4m) (4.9m)
18' 36 (11 .0m)
25 18 13 (450mm) (7.6m) (S.5m) (4.0m)
24" 31 (9.4m)
22 16 11 (600rnm) 6.7m) (4,g) (3.4m)
" ' 36 {11.0m} 25 15 13
(750mm) (7.6m) (5.Sm) (4.0m}
'6" 32 (9.Sm)
2' 16 11 (gQOmm) (7.0m) (4.9m) (3.4m)
37 (11.3m) 25 18 13
1050mm (7.6m) (5.Sm) (4 .0m)
48" 35 (10.7m)
2' H 12 1200mm (7.3m) (5.2m) (3.7m)
60" 37 (11.3m) 25 1 " 1500mm (7.6m) (5.2m) (3.7m)
FILL HEIGHT TA8LE GENERATED USING AASKTO SECTION 12. LOAD RESISTANCE FACTOR DESIGN (LRFD} PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: HEIGHT OF WATER (Hw) =CROWN +1', UNIT WEIGHT OF SOIL (V >) = 120 PCF
DESCRIPTION 8Y rtMIOONY CHK'll
CLASS "A" CONCRETE
*OR EQUAL INSTALLATION DETAILS ADS* P IP E
SCALE: NONE
A A
l J
48"
" ________ ._'_'_'_''_· _:_:_:_:_:_:_:_:_:_:_:.::_~
Aj 1't:_j I
r --- -- i/>24- _ ___ _ ____,. I 1 ~:=_<¢'"""'---1 I--- r/!36"' - --- --- - --!
SECTION A-A
DETAIL EJ MODEL 1045 FRAME OR EQUAL
SCALE: NONE
NOTE: CONE AND RISER COMPLY WITH ASTM SPECIFICATION C478 RISER SECTION FURNISHED IN LENGTHS OF 16", 32", 48" SIZE AND LOCATIONS OF PIPE CUTOUTS AS REQUIRED MANHOLE STEPS CAST IN PLACE AS SHOWN OR OMITTED PER JOB SPECIFICATION
3/8" BARS 6" O.C.
GRADE
-----'
• ~
>--~,-+--------'5" ~
ECCENTRIC CONE
FERNCO FLEXIBLE CONNECTOR
' N
"'
CASTING PLUS ADJUSTMENT AS REQUIRED
PRECAST CONCRETE MANHOLE SCALE: NONE
'i,
(
VALLEY GUTTER I (MATCH EXISTING)
1/4"PER FOOT I 1/4"PER FOOT
~/ft//__ I ... ,~U//A/27~ -----~~GP¥r>»M»J?2WA»AW~ ......
~ 3" SURFACE COURSE TOOT 411-E
BACKFILL WITH SAND~ B" COMPACTED 33C
TYPICAL SECTION STREET AT WOODLAWN PLANTATION
SCALE: NONE
1t
I '
1/4"PER FOOT I
I ~BACKFILL WITH
B" COMPACTED 33C
__!/4"PER FOOT
5'
isHouLDERI
2%
3" SURFACE COURSE TDOT 411-E
B" COMPACTED 33C ~" COMPACTED 33C
SAND~
7' TO
TYPICAL SECTION OAKLAWN DRIVE
SCALE: NONE
REINFORCED CONCRETE PER ASTM C- 478
8' - 4" DIA.
4·-0" DIA •
REINFORCED CONCRETE PER ASTM C-478
DETAIL 4' TRANSITION SLAB
SCALE: NONE
MISCELLANEOUS DETAILS STORM WATER SYSTEM RESTORATION
PHASE ONE 2019 IMMINENT THREAT GRANT
BRIGHTON, TENNESSEE CHECKED
K KING
IJCENSE NO.
12309
DESIGNED
KE.C.
DRAWN
A. SOMBOONNA
~'~!NEER/NC roNSULTANTS
===~~ fncwporated = ==== PROFESSIONAL ENGINEERS
MEMPH!S, TENNESSEE
SCALE:
AS SHOWN
SHEET NO.
7 OF7
DWG. NO.
5125
DATE
04/15/2019
