5124.DWG D D D D D D D W(O)[ffi [HJ [R1 [K\ [R1 IB5 [R1 [D) (OJ [F [L [D) [R1 M KING ENGINEER I NG CONSULTANTS, INC. PROFESSIONAL ENGINEERS MEMPHIS, TENNESSEE ·o: INDEX OF DRAWl NGS SHEET No. DESCRIPTION 1 . . . . COVER SHEET 2 ... KEY MAP 3 . . .... PLAN WOODLAWN PL ANTATION 4 . SITE PLAN AND GRADING PLAN OAKLAWN DRIVE PLAN AND PROFIL E: 5 . . . .. WYLIE DRIVE AND BLOOMINGTON DRIVE 6 . . . . . . . . INTERSECTION OF WYLIE DRIVE AND BLOOMINGTON CV. 7 .......... MISCELLANEOUS DETAILS 1 OF 7
7
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·o · 2020-03-29 · 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
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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
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 "'
: 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
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.
==-~--____,-:-=- ==t==- =~~=-=-~~---------=-_-+_~_ i g~~ ,_-~+=---_:__=~--~'=-=----------=-=--_+_~--~~----==:~~~---:-~-=·-=-==:-=-===-t~-=--=~-=--~:==~-=---=~~=-=-==~:---~--~--~--------~-j- a~i~,_-=_- :~:=~==~:~~=:~:~=~==--=-~t-=-=-=-=-=-=~~~~-=-~-=-~~:l-~"~~r-+~-~r~-1~==~==:=~~=-=~:==~==~:~~=~--~~=- =--_:__==·-1~1:-=: ~~i~1-_-----===~-=-r===~~~~--__,====t===-~--- ----~- a~i~ ---- STORM WATER SYSTEM RESTORATI ON
1 -..: - - - W .//, /, /. / //. //////////////////////////////, z //////////////// ////////. ///////// , /z z '/'/// YR/////. //t"/////////f/////. './/// ,,,, '////// z r::::?IE;jf-f- R.O.W.
>- - ;,i ~ w: w f-- w w : ~--*--:--·-- -- =:p ~~ _"""" --w----- ---w-- -- - - -'-Xl'.5~".'_G~"-WATERMAl.':'_ _w----" I I I EXI STING VALLEY GU TTER I I I
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 "
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
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
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