sanderson road box culvert · 01/22/2019 3 date: original drawing bar is one inch on drawing number...
TRANSCRIPT
01/22/2019
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
UN
TS
VIL
LE
HU
NTS
VIL
LE,
AL
AB
AM
AH
UN
TS
VIL
LE
The Star of
Ala
ba
ma
RE
VIS
ED D
AT
E:
$$FIL
E$$
WO
RK
SP
AC
E:
$$
US
ER
$$
$$
WO
RK
SP
AC
E$$
$$
DA
TE$$
$$TIM
E$$
JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
(80' R.O.W.)
OL
D M
ON
RO
VIA R
OA
D
CO
WMWM
PULL BOX
WM
PULL BOX
WM
E
GM
EE
WM
MH
WM
CO
WM
CO
CO
E
E
E
CO
WM
COGM
GM
WMGM
WM
WM
PULL BOX
E
WM
WM
WM
WM
WMWM
EE
EE
CO
PULL BOX
WM
E
E
E
CO
E
WMWMWM
E
E
PULL BOX
6"-18"
DIA
PULL BOX
WM
WM
PULL BOX
4.3
4 A
CR
ES +/-
TR
AC
T 1
EL 0.00
Default
9048
EL 0.00
Default
9050
EL 0.00
Default
9054
EL 0.00
Default
9055
EL 0.00
Default
9056
EL 0.00
Default
9057
EL 0.00
Default
9058
EL 0.00
Default
9059
EL 0.00
Default
9061
EL 0.00
Default
57
10.65 ACRES +/-
LOT 1
DOCUMENT NO. 20090730000500310
TROY, AL 36081
400 FOREST CIR
SHERILL E & CAROLYN KROWE
(255' RIG
HT-O
F-W
AY)
RE
SE
AR
CH P
AR
K B
OU
LE
VA
RD
AL
AB
AM
A HIG
HW
AY 2
55
(80' RIG
HT-O
F-W
AY)
OL
D M
ON
RO
VIA R
OA
D
(80' RIGHT-OF-WAY)
SANDERSON ROAD
DOCUMENT NO. 20150702000360590
ALTANTA, GA 30305
33520 PIEDMONT RD NE STE 410
C/O MARVIN POER & COMPANY
RGG-HUNTSVILLE LLC
DOCUMENT NO. 20160608000314640
ALTANTA, GA 30305
3060 PEACHTREE RD NE STE 400
C/O SONYA MORRIS
RGG-HUNTSVILLE LLC
EL 0.00
Default
3477
0.0
0'
OB7
OB8
B-4
TEMP
BLOCK 9
4
7
1
2
3
5
6
0.82 ACRES +/-LOT 3
0.72 ACRES +/-LOT 4
0.52 ACRES +/-LOT 5
2.05 ACRES +/-
LOT 9
2.80 ACRES +/-
LOT 10
3.94 ACRES +/-
LOT 14
1.35 ACRES +/-
LOT 11
ACRES +/- 0.55
LOT 12
0.69 ACRES +/-
LOT 13
CORPORATE DRIVE (80' R.O.W.)
OL
D M
ON
RO
VIA R
OA
D (8
0' R.O.W.)
(80' R.O.W.)
SANDERSON STREET(UNIMPROVED)(R.O.W VARIES)
SANDERSON STEET
SDSDSD
SD
SD
SD
SD
C4
RP
WM
WM
WM
WM
WM
WM
WMWM WM WM WM
SD
SD
SDSD
SD
SD
OE
OE
OE
OE
OE
HUNTSVILLE, AL 35805
4991 CORPORATE DR
C/O ERNIE DUFFEY - CONTROLLER
AVOCENT HUNTSVILLE CORPORATION
GM GM GM GM GM
GM
GM
GM
WM WM WM WM WM WM
WM
WM
WM
WM
WM
DEED/889/1090
HUNTSVILLE, AL 35805
4991 CORPORATE DR
C/O ERNIE DUFFEY - CONTROLLER
AVOCENT HUNTSVILLE CORPORATION
SD
SD
SD
SDSD
SD
SD
OE
OE
OE
OE
OE
GM GM GM GM GM
GM
GM
GM
WM WM WM WM WM WM
WM
WM
WM
WM
WM
SD
CORPORATE DRIVE
PULL BOX
PULL BOX
PULL BOX
PULL BOX
PULL BOX
PULL BOX
PULL BOX
WM
PULL BOX
PULL BOX
PULL BOX
SS
+
2
PK
691.86
+
1
PK
691.63
N
(not constructed)
SANDERSON STREET (R.O.W. VARIES)
DOC# 2011-0690980
HUNTSVILLE GSA LLC
DOC#2010-0093600
OF GOVERNMENTS
TOP OF ALABAMA REGIONAL COUNCIL
TOP ELEVATION = 677.99
STORM DRAIN MANHOLE
TOP ELEVATION = 677.37'
SANITARY SEWER MANHOLE
#4 REBAR FOUND
#4 REBAR FOUND
#4 REBAR FOUND
#4 REBAR FOUND
#4 REBAR FOUND
#4 REBAR FOUND
FLOW LINE ELEV=672.92'
30" RCP
25' P
UDE
DOCUMENT NO. 20100311000122260
UNIT 2 OF R P CONDOMIMUM PLAT
HUNTSVILLE, AL 35801
312 SHADY BROOK DR SE
RP LLC
DEED BOOK 203 PAGE 293
HUNTSVILLE AL 3580
EXECUTOR 1909 RIDEOUT DR
C/O HARVEY LANGFORD
LANGFORD MARY (ESTATE OF)
DEED BOOK 203 PAGE 293
HUNTSVILLE AL 3580
EXECUTOR 1909 RIDEOUT DR
C/O HARVEY LANGFORD
LANGFORD MARY (ESTATE OF)
C2
C1
435.16'
336.4
1'
203.99'
(255' RIG
HT-O
F-W
AY)
RE
SE
AR
CH P
AR
K B
OU
LE
VA
RD
AL
AB
AM
A HIG
HW
AY 2
55
(255' RIG
HT-O
F-W
AY)
RE
SE
AR
CH P
AR
K B
OU
LE
VA
RD
AL
AB
AM
A HIG
HW
AY 2
55
WMWMWMWMWMWMWM
CORPORATE DR
RE
SE
AR
CH P
AR
K B
LV
D E
DG
E O
F A
SP
HA
LT
FND
RBR
#5WMWM
TELE
SD
SD
ALABAMA
1 WEST, MADISON COUNTY,
TOWNSHIP 3 SOUTH, RANGE
THE CENTER OF SECTION 31,
YR
AD
NU
OB
YA
WD
OO
LF
YR
AD
NU
OB
YA
WD
OO
LF
YR
AD
NU
OB
YA
WD
OO
LF
YR
AD
NU
OB
YA
WD
OO
LF
YR
AD
NU
OB
YA
WD
OO
LF
YR
AD
NU
OB
YA
WD
OO
LF673
BFE
674BFE
675BFE
YR
AD
NU
OB
YA
WD
OO
LF
3.19 Acres +/-CORPORATE PARK PHASE III
BLOCK 1LOT 2
3.50 Acres +/-CORPORATE PARK PHASE III
BLOCK 1
LOT 1
PARCEL1
7.02 ACRES +/-CORPORATE PARK PHASE III
BLOCK 2
LOT 1
PARCEL II
726
713
713
713
714
714
714
715
715
715
716
716
717
717
723
723
724
724
725
718
718
719
719
720
720
721
721
722
722
696
697
697
698
698
698
699
699
699
700
700
700
701
701
701
702
702
702
703
703
703
704
704
704
705
705
705
706
706
706
707
707
707
708
708
708
709
709
709
710
710
710
711
711
711
712
712
712
713
712
706
706
707
707
708
708
709
709
710
710
711
711
698
699
699
700
700
701
701
702
702
703
703
703
704
704
704
705
705
705
702
702
702
703
703
703
715
715
716
716
717
717
718
718
719
719
720 72
1
722
704
704
704
705
705
705
706
706
706
707
707
707
708
708
708
709
709
709
710
710
711
711
712
712
713
713
714
714
697
698
699
699
700
700
700
701
701
701
18" 18"
GM
CORPORATE DRIVE
DOCUMENT NO. 20090730000500310
TROY, AL 36081
400 FOREST CIR
SHERILL E & CAROLYN KROWE
(255' RIG
HT-O
F-W
AY)
RE
SE
AR
CH P
AR
K B
OU
LE
VA
RD
AL
AB
AM
A HIG
HW
AY 2
55
(80' RIG
HT-O
F-W
AY)
OL
D M
ON
RO
VIA R
OA
D
(80' RIGHT-OF-WAY)
SANDERSON ROAD
DOCUMENT NO. 20150702000360590
ALTANTA, GA 30305
33520 PIEDMONT RD NE STE 410
C/O MARVIN POER & COMPANY
RGG-HUNTSVILLE LLC
DOCUMENT NO. 20160608000314640
ALTANTA, GA 30305
3060 PEACHTREE RD NE STE 400
C/O SONYA MORRIS
RGG-HUNTSVILLE LLC
FL
OO
DW
AY S
EE L
EG
EN
D
(80' R.O.W.)
OL
D M
ON
RO
VIA R
OA
D
GM
Pies & PintsBuilding 6C
Rascal FlattsBuilding 6E
0.4
4 A
CR
ES +/-
LO
T 8
N
VICINITY MAP
PROJECT SITE
LOCATION MAP
PROJECT LOCATION
NO SCALE
SHEET INDEX
SHEET NO. TITLE
COVER SHEET
Lauderdale
Colbert
Limestone Madison Jackson
DekalbMarshall
MorganLawrence
Franklin
MarionWinston
Cullman
Blount
Etowah
Cherokee
Cleburne
Calhoun
Jefferson
Talladega
Shelby
St. ClairWalker
Fayette
Pickens
Lamar
Tuscaloosa
Bibb
Clay Randolph
Chambers
TallapoosaCoosa
Chilton
Elmore
Autauga
Macon
Perry
Hale
Greene
Sumter
Marengo
Dallas
Lowndes
Montgomery
Bullock
Barbour
Lee
Russell
Pike
Crenshaw
Butler
Choctaw
Clarke
Monroe
Washington
Wilcox
Henry
DaleCoffee
Covington
GenevaHouston
Conecuh
Escambia
Baldwin
Mobile
The Star of AlabamaHUNTSVILLE
1
(256) 534-5512
Huntsville, AL 35805
5125A Research Drive
1
COVER SHEET
PLAN LEGEND
PLAN ABBREVIATIONS
PROJECT NOTES
2
3
4
8
EROSION CONTROL PLAN
GARVER PROJECT NO. 14056310
CITY OF HUNTSVILLEHUNTSVILLE, ALABAMA
C-001
JANUARY , 2019
(80' RIGHT-OF-WAY)
SANDERSON ROAD
(80' RIG
HT-O
F-W
AY)
OL
D M
ON
RO
VIA R
OA
D
(255' RIG
HT-O
F-W
AY)
RE
SE
AR
CH P
AR
K B
OU
LE
VA
RD
AL
AB
AM
A HIG
HW
AY 2
55
5 CONSTRUCTION DETAILS
6 GEOMETRIC LAYOUT
7 GENERAL PLAN
PLAN SHEET
9 GRADING AND DRAINAGE PLAN
10 BOX CULVERT PLAN AND PROFILE SHEET
11
12 UTILITY PLAN SHEET
City of Huntsville Project No. 71-19-DR03
Sanderson Road Box Culvert
01/22/2019
2
PLAN LEGEND
ROADWAYROADWAY
EXISTING PROPOSED
UTILITIES
EXISTING PROPOSEDCENTER LINE ......................CENTER LINE ......................
PROPERTY LINES ...................
CONSTRUCTION LIMITS ..............
PRESENT ROW .....................
EXISTING GUARDRAIL ...............
BENCH MARK .......................
SURVEY POINT .....................
EXISTING CHAIN LINK FENCE ........
PROPERTY LINES ...................
CONSTRUCTION LIMITS ..............
PRESENT ROW .....................
EXISTING GUARDRAIL ...............
BENCH MARK .......................
SURVEY POINT .....................
EXISTING CHAIN LINK FENCE ........
CONST LIMCONST LIM
EXISTING PIPE ....................
EXISTING BOX CULVERT .............
PIPE CULVERT (ELEVATION VIEW) ....
BOX CULVERT (ELEVATION VIEW) .....
(SEE PLANS DESCRIPTION ).............
DROP INLET OR JUNCTION BOX
(WITH PIPE END TREATMENT).........
REQUIRED PIPE
REQUIRED PIPE END TREATMENT..........
EXISTING PIPE ....................
EXISTING BOX CULVERT .............
PIPE CULVERT (ELEVATION VIEW) ....
BOX CULVERT (ELEVATION VIEW) .....
(SEE PLANS DESCRIPTION ).............
DROP INLET OR JUNCTION BOX
(WITH PIPE END TREATMENT).........
REQUIRED PIPE
REQUIRED PIPE END TREATMENT..........
POWER POLE ....................
LIGHT POLE ....................
OVERHEAD ELECTRIC CABLE .......
OVERHEAD TELEPHONE CABLE ......
SANITARY SEWER ................
WATER MAIN ....................
WATER VALVE ...................
WATER METER ...................
GAS MAIN ......................
GAS VALVE .....................
GAS REGULATOR .................
TELEPHONE PEDESTAL ............
FIRE HYDRANT ..................
BURIED ELECTRIC CABLE ........
BURIED TELEPHONE CABLE ........
ELECTRIC BOX .................
EXISTING PAVEMENT (RETAIN)..............
EXISTING CONCRETE (REMOVE)..............
EXISTING PAVEMENT (REMOVE)..............
EXISTING PAVEMENT (RETAIN)..............
EXISTING CONCRETE (REMOVE)..............
EXISTING PAVEMENT (REMOVE)..............
PLAN LEGEND
=75
=75
C-002
WM WM
E
TELE
EXISTING CONCRETE.........................
REQUIRED CONCRETE.........................
OR APPROVED EQUAL BY COH)INCLUDING SCOFIELD SEALANT,COLOR C-27, WESTWOOD BROWN,(RIVER AGG MIX WITH SCOFIELDREQUIRED COLORED CONCRETE..............
REQUIRED ASPHALT PAVING.........................
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
UN
TS
VIL
LE
HU
NTS
VIL
LE,
AL
AB
AM
AH
UN
TS
VIL
LE
The Star of
Ala
ba
ma
RE
VIS
ED D
AT
E:
$$FIL
E$$
WO
RK
SP
AC
E:
$$
US
ER
$$
$$
WO
RK
SP
AC
E$$
$$
DA
TE$$
$$TIM
E$$
JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
01/22/2019
3
PROFILE GRADE.............................PGPRESENT...................................PRESPOUND.....................................LBPOINT ON CURVE............................POCPOINT OF TANGENCY.........................PTPOINT OF INTERSECTION.....................PIPOINT OF ENDING...........................POEPOINT OF REVERSE CURVATURE................PRCPOINT OF CURVATURE........................PCPOINT OF COMPOUND CURVE...................PCCPOINT OF BEGINNING........................POBPLATE GIRDER..............................PL GDRPIPE ENTERING CULVERT.....................PECPIPE END TREATMENT........................PETPAVEMENT..................................PVMTPAVED SHOULDER............................PVD SHPAVED.....................................PVDPAINT.....................................PNTOUT TO OUT................................OOOVERHAUL..................................OHOVERHEAD..................................OHDORIGINAL..................................ORIGON CENTER.................................OCOBSERVATION...............................OBSNUMBER....................................NONOT TO SCALE..............................NTSNOT IN CONTRACT...........................NICNORTHING-EASTING..........................NENORTH BOUND ROADWAY.......................NBRNORTH.....................................NNORMAL CROWN SLOPE........................NCSNORMAL CROWN..............................NCNORMAL....................................NORMMULTIPLE..................................MULTMONUMENT..................................MONMINIMUM...................................MINMILLIMETER................................MMMILES PER HOUR............................MPHMILES.....................................MIMILE POST.................................MPMERIDIAN..................................MERMETER.....................................MMEDIAN....................................MEDMEASUREMENT...............................MEASMEAN LOW WATER............................MLWMEAN HIGH WATER...........................MHWMAXIMUM...................................MAXMARKER....................................MRKMANHOLE...................................MHLONGITUDE.................................LONGLINEAR FEET...............................LIN FTLINEAR....................................LINLIMIT.....................................LIMLINK......................................LKLENGTH OF CURVE...........................LLEFT BACK.................................LBLEFT AHEAD................................LALEFT......................................LTLATITUDE..................................LATLANE......................................LNKILOMETERS PER HOUR.......................KPHKILOMETER POST............................KMPKILOMETER.................................KMJUNCTION BOX..............................JBJUNCTION..................................JCTJOINT.....................................JTISLAND....................................ISLINSTRUMENT................................INSTINCORPORATED..............................INCINCLUDING.................................INCLINCHES....................................ININ PLACE..................................IN-PLIN ACCORDANCE WITH........................I/A/WIMPACT ATTENUATOR.........................IAHYDRANT...................................HYDHUB & TACK................................H&THORIZONTAL................................HORHOGWIRE...................................H/WHIGHWAY...................................HWYHIGH WATER................................HWHEIGHT OF INSTRUMENT......................HIHEIGHT....................................HTHIGH WATER MARK...........................HWMHECTARE...................................HAHEADWALL..................................HDWLGUARDRAIL.................................GRGRAVEL....................................GRVGRADE ROD.................................GRDGRADE POINT...............................GPGRADE CHANGE..............................GCGRASS.....................................GRSGOVERNMENT................................GOVGIRDER....................................GDRGAUGE.....................................GAGARAGE....................................GARGASOLINE PUMPS............................GPPGALLON....................................GALFULL SUPERELEVATION.......................FSFRACTIONAL................................FRACFORESIGHT OR FRONTSIGHT...................FST
VITRIFIED.................................VITVERTICAL POINT OF TANGENCY................PVTVERTICAL POINT OF INTERSECTION............PVIVERTICAL POINT OF CURVATURE...............PVCVERTICAL CURVE............................VCVERTICAL..................................VERTVARIABLE..................................VARVALLEY GUTTER.............................VGUNPAVED...................................UNPVDUNKNOWN...................................UNKUNIT......................................UTYPE......................................TYTURNING POINT.............................TPTURN OUT..................................TOTRIPLE BARREL CULVERT.....................CTTRIPLE....................................TRTOWNSHIP..................................TSHPTHROAT....................................THTEMPORARY BENCH MARK......................TBMTEMPORARY.................................TEMPTANGENT TO SPIRAL.........................TSTANGENT LENGTH (CURVE DATA)...............TTANGENT...................................TANSYMMETRICAL...............................SYMSURVEY....................................SRVSUPERELEVATION............................SE,se or eSUB-GRADE.................................SGSTRUCTURE.................................STRSTREET....................................STSTOPPING SIGHT DISTANCE...................SSDSTATION & OFFSET..........................SOSTATION & ELEVATION.......................S/ESTATION...................................STASTANDARD STRENGTH.........................STD STRSTANDARD DRAWING..........................STD-DWGSTANDARD..................................STDSTAKE.....................................STKSQUARE YARD...........................YD2 or SQ YDSQUARE METERS.............................M2SQUARE FEET...........................FT2 or SQ FTSQUARE....................................SQSPIRAL TO TANGENT.........................STSPIRAL POINT OF INTERSECTION..............SPISPIRAL TO CURVE...........................SCSPRING LINE...............................SLSPECIFICATIONS............................SPECSPECIAL DRAWING...........................SP-DWGSPECIAL DITCH RIGHT.......................SDRSPECIAL DITCH MEDIAN......................SDMSPECIAL DITCH LEFT........................SDLSPECIAL DITCH.............................SP-DTSPECIAL...................................SPSOUTH BOUND ROADWAY.......................SBRSOUTH.....................................SSOLID SODDING.............................SOL SODSLOPE STAKE...............................SSTSKEW......................................SKSINGLE BARREL CULVERT.....................CSSIGHT DISTANCE............................S DISTSIDEWALK..................................SWSIDE DRAIN................................SDSHOULDER..................................SHLDSHEET PILING..............................SHT PILESHEET.....................................SHTSERVICE ROAD..............................SER RDSECTION...................................SECROADWAY...................................RDWYROAD......................................RDRIVER.....................................RIVRIGHT OF WAY MARKER.......................ROWMRIGHT OF WAY..............................ROWRIGHT BACK................................RBRIGHT AHEAD...............................RARIGHT.....................................RTREVISION..................................REVREVERSE CROWN.............................RCRETAIN(ING)...............................RETREQUIRED..................................REQDREMOVE....................................REMRELOCATE..................................RELCREINFORCING STEEL.........................REINF STLREINFORCED CONCRETE PIPE..................RCPREINFORCED CONCRETE DECK GIRDER...........RCDGREINFORCED CONCRETE.......................RCREINFORCED................................REINFREFERENCE POINT FOR POINT ON TANGENT......RPPOTREFERENCE POINT...........................RPREFERENCE.................................REFREDUCTION.................................REDRECORD....................................RECRANGE.....................................RGERAILROAD..................................RRRADIUS....................................RQUANTITY..................................QUANTQUADRUPLE BARREL CULVERT..................CQQUADRUPLE.................................QUADPROPOSED..................................PROPPROPERTY LINE.............................<PROJECT CONTROL...........................PJCPROJECT...................................PROJ
ANGLE IRON................................ANGLE IRONCOTTON SPINDLE............................COT SPRAILROAD IRON.............................RR IRONFENCE POST................................F-POSTPARKER-KALON (MASONARY NAILS).............PK NAILNAIL AND BOTTLE TOP.......................N&BTHUB AND TACK..............................H&T
CHISELED X................................CH"X"DAMAGED...................................DAMCONCRETE MONUMENT.........................CMREINFORCING STEEL.........................REBARCRIMPED...................................CRIRON PIPE.................................IPBRASS CAP.................................BR CAPALUMINUM CAP..............................ALUM CAPCAPPED (TYPICAL PLASTIC SURVEYORS CAP)...CAPOFFICIAL RECORD...........................ORPAGE......................................PGMAP BOOK..................................MBPLAT BOOK.................................PBREAL PROPERTY BOOK........................RPDEED BOOK.................................DB
PROPERTY
MOBILE HOME...............................MHDOUBLE WIDE MOBILE HOME...................DW MHSCHOOL....................................SCHCHURCH....................................CHCHICKEN HOUSE.............................CH HSEWAREHOUSE.................................WHSEBUSINESS..................................BUSRESIDENCE.................................RESMETAL.....................................METSTUCCO....................................STUBRICK.....................................BRBLOCK.....................................BLKBUILDING..................................BLDGFRAME.....................................FRNUMBER OF STORIES.........................1,2,3,4
STRUCTURES
YARD......................................YDWOVEN WIRE................................W/WWORKING POINT.............................WPWOOD......................................WDWITNESS CORNER............................WCWING WALL.................................WWWEST BOUND ROADWAY........................WBRWEST......................................WVOLUME....................................VOL
PLAN ABBREVIATIONS
WATER VALVE...............................WVWATER METER...............................WMETWATER MAIN................................WMVITRIFIED CLAY PIPE.......................VCPTRIAXIAL CABLE (SERVICE)..................TRIXTRANSMISSION LINE.........................TR LNTRANSFORMER...............................TRANTELEPHONE MANHOLE.........................TMHTELEPHONE.................................TELSWITCH....................................SWSTORM SEWER...............................STMSSTORM DRAIN MANHOLE.......................SDMHSTORM DRAIN...............................STMSTEEL.....................................STLSERVICE...................................SERVSANITARY SEWER............................SSPOWER POLE................................PPPOLY-VINYL CHLORIDE PIPE..................PVCPEDESTAL..................................PEDPAIR......................................PROVERHEAD CABLE TELEVISION.................OTVOVERHEAD ELECTRIC CABLE...................OEOVERHEAD TELEPHONE CABLE..................OTCOVERHEAD FIBER OPTIC......................OFOMERCURY VAPOR LIGHT.......................MVLMANHOLE...................................MHKILOVOLT AMPS.............................KVAHIGH PRESSURE.............................HPGUY WIRE..................................GUYGAS VALVE.................................GVGAS METER.................................GMETGAS MAIN..................................GMFORCED MAIN (SANITARY SEWER)..............FMFIRE HYDRANT..............................FHFIBER OPTIC...............................FOEASEMENT..................................ESMTDUCTILE IRON..............................DUC IRONCIRCUIT...................................CKTCAST IRON.................................CIBURIED CABLE TELEVISION...................BTVBURIED TELEPHONE CABLE....................BTCBURIED FIBER OPTIC........................BFOBURIED ELECTRIC...........................BEANCHOR WIRE...............................AW
UTILITIES
FLOW LINE.................................FL or }FLAT BOTTOM...............................FBFIXED.....................................FIXFISCAL YEAR...............................FYFINISHED SURFACE..........................FSFINISHED GRADE............................FGFILTER BLANKET............................FLT BLNKFILL......................................FFEET......................................FTEXTRA STRENGTH............................EXT STREXTERNAL..................................EEXTENSION.................................EXTEXPANSION.................................EXPEXISTING..................................EXEXCAVATION................................EXCAVEROSION CONTROL PRODUCTS..................ECPEQUATION..................................EQEND OF PROJECT............................EOPEND ANCHOR................................E/AEND OF RETURN.............................ERELEVATION.................................EL or ELEVEDGE OF PAVEMENT..........................EPEAST BOUND ROADWAY........................EBREAST......................................EEASEMENT..................................ESMTEACH......................................EADROP INLET................................DIDRIVE.....................................DRDRAINAGE AREA.............................DADOUBLE BARREL CULVERT.....................CDDOUBLE....................................DBLDISTANCE..................................DISTDIRECTION.................................DIRDIAMETER..................................DIADEPARTURE.................................DEPDENIED ACCESS.............................D/ADEGREE OF CURVE...........................DDECLINATION...............................DECLDECELERATION..............................DECELCURVE TO SPIRAL...........................CSCUT.......................................CCURB AND GUTTER...........................C&GCURB FACE.................................CFCULTIVATED................................CULTCULVERT...................................CULVCUBIC METERS..............................M3CUBIC YARD............................YD3 or CU YDCUBIC FEET PER SECOND.....................CFSCUBIC FEET............................FT3 or CU FTCROWN REMOVED.............................CRCROSS SECTION.............................X-SECTCREEK.....................................CKCOUNTY ROAD...............................CO-RDCOUNTY....................................COCORRUGATED PLASTIC PIPE...................CPPCORRUGATED METAL PIPE.....................CMPCORRUGATED METAL..........................CMCORRUGATED IRON...........................CORICORRECTION................................CORRCORNER....................................CORCONSTRUCTION LIMITS.......................CONST LIMCONNECTION................................CONNCONCRETE..................................CONCCLASS.....................................CLSCHAIN LINK................................C/LCENTER LINE...............................|CATCH BASIN...............................CBCAST IN PLACE.............................CIPCAST IRON.................................CICAPACITY..................................CAPYBRIDGE END SLAB...........................BESBRIDGE....................................BRGBOUNDARY..................................BDYBITUMINOUS COATED CORRUGATED METAL PIPE...BCCMPBITUMINOUS................................BITBENCH MARK................................BMBILLBOARD.................................BBDBETWEEN...................................BTWBEGINNING OF PROJECT......................BOPBEGIN.....................................BEGBEARING...................................BRNGBASE LINE.................................BL or >BARRIER...................................BARBARREL....................................BBLBARBED WIRE...............................B/WBACKSIGHT.................................BSBACK OF GUARDRAIL.........................BK-GRBACK OF CURB..............................BOCBACK......................................BKAVERAGE ANNUAL DAILY TRAFFIC..............AADTASPHALT...................................ASPAREA......................................AAPPROXIMATE(LY)...........................APPALTERNATE.................................ALTALABAMA DEPARTMENT OF TRANSPORTATION......ALDOTALABAMA...................................ALAHEAD.....................................AHACRE......................................ACACQUIRED..................................ACQDACCELERATION..............................ACCLABUTMENT..................................ABUTABANDON(ED)...............................ABAN
ABBREVIATIONSPLAN
C-003
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
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JOB NO.: 14056310
BY:
RE
VISIO
ND
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EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
01/22/2019
4
NOTESCONTROLTRAFFIC PROJECT AND
PROJECT NOTES
C-004
126. LIQUIDATED DAMAGES SHALL BE ASSESSED AS DESCRIBED IN THE CONTRACT.
125. OMIT
124. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND PAYING ANY ASSOCIATED FEES.
123. OMIT
122. OMIT
121. OMIT
PORTION OF THE SITE.
120. THE CONTRACTOR SHALL BE ALLOWED 24-HOUR ACCESS TO THE SITE AFTER THE NOTICE TO PROCEED IS GIVEN. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE CONTRACTOR'S
ANY TEMPORARY DAMS AND/OR DEWATERING WILL SHALL BE SUBSIDIARY TO THE BOX CULVERT.119.
OMIT118.
OMIT117.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL FEES AND FINES INCURRED DURING CONSTRUCTION DUE TO ABSENCE OR INADEQUATE BMP'S.
THIS PROJECT IS COVERED BY ADEM PERMIT NO. ALR 10BBPS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING THE BEST MANAGEMENT PRACTICE PLAN. THE 116.
DAYS BEFORE ANY EXCAVATION ON THIS PROJECT. THIS IS A REQUIREMENT OF ALABAMA ACT 94-487.
SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND/OR ENGINEER. THE CONTRACTOR SHALL CALL: ALABAMA LINE LOCATION CENTER, INC., 1-800-292-8525 TWO (2)
UTILITIES BEFORE INITIATING ANY CONSTRUCTION OPERATIONS. ANY EXISTING STRUCTURE, PIPING OR UTILITY DISTURBED OR DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS
NOTICE TO CONTRACTOR: ALL EVIDENT EXISTING UTILITIES ARE SHOWN; HOWEVER, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF ALL EXISTING 115.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR WORK ZONE SAFETY AND SECURITY.114.
SUBSIDIARY OBLIGATION OF THE REQUIRED PIPE PAY ITEM. COMPLETE IN-PLACE.
ALL PIPE TRENCHES SHALL BE BACKFILLED TO SUBGRADE ELEVATION WITH #57 STONE. THE COST OF THIS WORK SHALL BE A113.
ALL EXPOSED SLOPES SHALL BE SEEDED AND MULCHED OR HYDROSEEDED TO ENSURE VEGETATION IS ESTABLISHED.112.
DAMAGE TO ADJOINING STREETS SHALL BE REPAIRED BY THE CONTRACTOR DURING THE CONSTRUCTION OF THIS PROJECT AT NO ADDITIONAL COST TO THE CITY OF HUNTSVILLE.
111. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DIRT & DEBRIS FROM THE ADJOINING STREETS WHEN NEEDED BUT NO LESS THAN ONCE A WEEK OR AS DIRECTED BY THE ENGINEER. ANY
RESPONSIBILITY TO PROVE ANY DISPUTED DAMAGES WERE CAUSED BY OTHERS.
CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING THE EXISTING CONDITIONS AND ANY EXISTING DAMAGE PRIOR TO COMMENCING CONSTRUCTION. IT SHALL BE THE CONTRACTORS SOLE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGES OUTSIDE THE CONSTRUCTION LIMITS CAUSED BY HIM OR HIS SUBCONTRACTORS, AS DIRECTED BY THE ENGINEER. THE 110.
AND/OR MATERIAL UNSUITABLE FOR RE-USE.
109. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF ALL WASTE MATERIAL AT AN APPROVED OFF SITE LOCATION. WASTE MATERIAL SHALL BE DEFINED AS ALL EXCESS MATERIAL
CONSTRUCTION SPECIFICATIONS AND DETAILS.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE WATER POLLUTION CONTROL'S DESIGN AND ACCEPTANCE MANUAL , AND THE LATEST VERSION OF HUNTSVILLE UTILITIES 108.
SPECIFICATION FOR THE CONSTRUCTION OF PUBLIC IMPROVEMENTS.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF HUNTSVILLE'S ENGINEERING STANDARDS FOR THE CONSTRUCTION OF PUBLIC IMPROVEMENTS AND THE STANDARD 107.
FUEL TANKS SHALL NOT BE LEFT ON-SITE. TRUCKS HAULING CHEMICALS, FERTILIZERS, ETC., SHALL NOT BE LEFT UNATTENDED.106.
105. REHANDLING OF MATERIAL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO LUMP SUM PRICE FOR UNCLASSIFIED EXCAVATION.
STRAIGHT,VERTICAL FACE ON THE EDGE OF THE PAVEMENT TO BE RETAINED. COST OF THIS WORK SHALL BE A SUBSIDIARY OBLIGATION OF SITE DEMOLITION.
WHERE THE REMOVAL OF IN-PLACE-PAVEMENT AND/OR CONCRETE IS REQUIRED, THE CONTRACTOR SHALL USE A SAW OR OTHER APPROVED EQUIPMENT WHICH PRODUCES A NEAT, 104.
CONTRACTOR IS REQUIRED TO APPLY TEMPORARY SEED AND MULCH AS NEEDED THROUGHOUT THE PROJECT TO ENSURE EROSION CONTROL IS PROPERLY MAINTAINED.103.
CONTRACTOR MUST AGREE TO QUANTITIES PRIOR TO BEGINNING. UNDERCUTTING MUST BE APPROVED PRIOR TO EXCAVATION.
UNSUITABLE MATERIAL SHALL BE HAULED OFF AND DISPOSED OF BY THE CONTRACTOR. ALL FILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH CITY OF HUNTSVILLE SPECIFICATIONS.
OF MATERIAL FOR USE TO MAKE UP THE BALANCE OF THE UNCLASSIFIED EXCAVATION AND REMAINING STOCKPILES SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. ANY
UNCLASSIFIED EXCAVATION INCLUDES THE EXCAVATION OF 21,869 CY OF MATERIAL AND PLACEMENT OF APPROXIMATELY 22,155 CY FILL MATERIAL. THE ON-SITE STOCKPILES CONTAIN 56,400 CY 102.
PLANS SHALL BE CAREFULLY REVIEWED SO THAT ALL ITEMS ARE REMOVED AND RETAINED/DISPOSED OF AS NECESSARY.101.
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
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JOB NO.: 14056310
BY:
RE
VISIO
ND
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EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
01/22/2019
C-005B
5B
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
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JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
01/22/2019
C-005C
5C
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
UN
TS
VIL
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HU
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JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
01/22/2019
NOT TO SCALE
1'-0" MIN.
NOT TO SCALE
2'-
0"
AREAS OR WITHIN STREET RIGHTS-OF-WAY
STORM SEWERS IN PROPOSED TRAFFIC
NON-TRAFFIC
STORM SEWER BEDDING,
VARIES
FINISHED PAVEMENT
ASPHALT PAVING
REQUIRED BY STREET SECTION
DENSE GRADED BASE MATERIAL AS
UNSTABLE, SOFT SOIL
4" MIN. IN ROCK OR
DENSE GRADED BASE MATERIAL
SLOPE AS REQUIRED BY OSHA
A.H.D. #78 CRUSHED STONE
A.H.D. #78 CRUSHED STONE
1'-0" MIN. 1'-0" MIN.OUTSIDE BELL
DIA. OF PIPE
1'-0" MIN. 1'-0" MIN.OUTSIDE BELL
DIA. OF PIPE
VARIES
TO ALLOW FOR SETTLEMENT
BACKFILL TO BE MOUNDED
SLOPE AS REQUIRED BY OSHA
PROCTOR DENSITY.
LAYERS TO 85% STANDARD
COMPACTED SOIL IN TWELVE INCH
TAMPERS.
WITH HAND HELD MECHANICAL
COMPACT THIS PORTION OF TRENCH
WORK MATERIAL AROUND PIPE.
SELECT BACKFILL FROM EXCAVATION.
A.H.D. #78 CRUSHED STONE OR
SOFT SOIL
4" MIN. IN ROCK OR UNSTABLE,
I. D. OF
PIPE
I. D. OF
PIPE
50' MINIMUM
AS REQUI
RED
6" MINIMUM
HARD SURFACE
PUBLIC
ROAD
(#2 ALDOT AGGREGATE)
2 TO 3 INCH GRAVEL
50' MINIMUM
AS REQUI
RED
6" MINIMUM
HARD SURFACE
PUBLIC
ROAD
(#2 ALDOT AGGREGATE)
2 TO 3 INCH GRAVEL
GRAVEL CONSTRUCTION ENTRANCE
WIRE FENCE
FILTER FABRIC
WIRE FENCE
FILTER FABRIC
UPSLOPE ALONG THE LINE OF POST.
1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH2. STAPLE WIRE FENCING TO THE POSTS.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL. AND EXTEND IT INTO THE TRENCH.
3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE
AND FILTER FABRIC INTO TRENCH
EXTENSION OF WIRE FENCE
COMPACTED BACKFILL
B
A A
4"
4"
COMPACTED BACKFILL
B
A A
4"
4"
CONSTRUCTION OF A SILT FENCE
FILTER BARRIER IN A DRAINAGE WAY
PROPER PLACEMENT OF A
NOTE: POINTS "A" SHOULD BE HIGHER THAN POINT "B".
C-005D
5D
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
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JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
01/22/2019
C-005A
SECTIONSTYPICAL
5A
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
UN
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JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
01/22/2019
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
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F H
UN
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JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
ST
RE
ET A
STR
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STREET 2 STREET 2
ST
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STREET 1
STREET 1
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54+74.9
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46+26.2
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47+00
48+00
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35+8135+81
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35+80.5
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5+00
6+00
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10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+0021+5521+55
0+00.0
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10+15.9
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PC
11+89.1
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16+22.9
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20+03.1
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9+97.1
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7
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17+49.14
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20+40.6
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84+00
85+00
86+00
87+00
88+00
89+00
90+00
91+00
92+00
93+00
94+00
95+00
96+00
97+00
98+00
99+00
100+00
101+00
101+39
101+39
99+00.89PC
99+41.86
PT
101+39.45
POE
99+21.56
PI
10+00
11+00
12+00
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+8720+87
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12+49.09
PC
12+85.7
7P
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20+86.5
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12+67.9
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FAME AVENUE
FAME AVENUE
0+00
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1+21
1+21
0+00.00
PO
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0+68.96
PC
1+21.30
PT
0+95.95
PI
70+00
71+00
72+00
73+00
74+00
75+00
76+00
77+00
78+00
79+00
80+00
81+00
82+00
83+00
84+00
85+00
70+00.00POB
81+05.82PC
81+57.40
PT
84+31.92
PI
81+31.98
PI
FAME AVENUE
FAME AVENUE
MID
CIT
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
9+00
10+00
11+00
12+00
0+00.0
0P
OB
8+13.8
1P
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0
PT
12+79.3
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8+27.6
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6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
20+06
20+06
6+30.24
PT
8+95.81
PI
12+88.68
PI
16+76.02
PI
20+06.33
POE
5+08.40
PI
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
9+00
10+00
11+00
12+00
12+8012+80
0+00.0
0P
OB
8+27.6
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12+79.6
2
PO
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0+00.0
0PI
8+27.6
7
PI
12+79.6
2
PI
0+00 1+00 2+00 3+00 4+00 5+00 5+485+48
71+92
71+9272+00
73+00
74+00
75+00
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81+00
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83+00
84+00
85+00
86+00
87+00
88+00
89+00
90+00
90+75
71+91.83POB
75+64.56PC
79+06.91
PT
81+05.35
PC
84+46.45
PT
84+78.84
PC
86+78.52
PT
89+64.32
PC
89+79.55
PT
90+75.40
POE
77+41.49
PI
82+79.36
PI
85+79.61PI
89+71.94
PI
49+4549+45 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+0069+00
70+00
71+00
72+0073+00
49+45.3
0
PO
B
56+63.0
1
PI
66+22.9
9
PI 68+69.9
0
PC
69+32.3
2
PT 6
9+53.2
1
PC
71+61.9
0
PT
69+01.1
9
PI
70+57.7
4
PI
94+00
95+00
95+68
95+68
95+68.41POE
95+68.41PI
LAYOUTGEOMETRIC
N
CONTROL POINTS/BENCHMARKS
50' 100' 200' 300'
(IN FEET)
0'
6
C-006A
I.E. = 674.46
E: 405247.46
N: 1541884.30
STA. 4+00.00
CULVERT EXT.
BEGIN WORK
I.E. = 677.49
E: 406339.39
N: 1541871.53
STA. 14+92.00
CULVERT EXT.
END WORK
BANK ENTRANCE RADIUS
PK NAIL LOCATED IN WEST GUTTER OF CENTRAL
2001 - N: 1543400.23, E: 406672.31, ELEV: 693.16'
STAMPED "RMC B&G"
CONCRETE MONUMENT LOCATED NEAR JOB TRAILER
20014 - N: 1542032.38, E: 405622.16, ELEV: 698.71'
20014
2001
20013
MAIN ENTRANCE OFF UNIVERSITY DR. STAMPED "RMC B&G"
CONCRETE MONUMENT LOCATED IN GRASS EAST OF
20013 - N: 1543683.87, E: 406197.466, ELEV: 704.46'
0+00
1+00
2+00
3+00
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+0015
+00
16+00
0+00.0
0PI
3+69.3
5PI
12+50.9
5
PI
14+96.9
2PI
15+46.92
PI
15+97.09
PI
16+32.25PI
(80' R.O.W.)
OL
D M
ON
RO
VIA R
OA
D
CO
WM
WM
TELE
TELE
TELE
PULL BOX
E
TELE
E
MH
WM
CO
E
TELE
TELE
CO
WM
PULL BOX
MHTEL
CO
PULL BOX
E
E
E
CO
E
E
PULL BOX
6"-18"
DIA
E
E
PULL BOX
SS
SS
SS
SS
SS
SS
SSSS
SS
4.3
4 A
CR
ES +/-
TR
AC
T 1
EL 0.00
Default
9048
EL 0.00
Default
9050
EL 0.00
Default
9054
EL 0.00
Default
9055
EL 0.00
Default
9056
EL 0.00
Default
9057
EL 0.00
Default
9058
EL 0.00
Default
9059
EL 0.00
Default
9061
EL 0.00
Default
57
10.65 ACRES +/-
LOT 1
EL 0.00
Default
1
EL 0.00
Default
2
EL 0.00
Default
3
EL 0.00
Default
7
EL 0.00
Default
8
EL 0.00
Default
9
EL 0.00
Default
10
EL 0.00
Default
11
EL 0.00
Default
12
EL 0.00
Default
14
EL 0.00
Default
15
EL 0.00
Default
16
EL 0.00
Default
21
EL 0.00
Default
3477
0.0
0'
TEMP
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
BLOCK 9
4
7
1
2
3
5
6
0.82 ACRES +/-LOT 3
0.72 ACRES +/-LOT 4
0.52 ACRES +/-LOT 5
2.05 ACRES +/-
LOT 9
2.80 ACRES +/-
LOT 10
3.94 ACRES +/-
LOT 14
1.35 ACRES +/-
LOT 11
ACRES +/- 0.55
LOT 12
0.69 ACRES +/-
LOT 13
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
OL
D M
ON
RO
VIA R
OA
D (8
0' R.O
(80' R.O.W.)
SANDERSON STREETEM
C4
RP
TELE
OE
OE
SS
OE
OE MH
TELE
SS
+
2
PK
691.86
+
1
PK
691.63
5' P
UD
E
5' P
UD
E
25' PUDE
435.16'
336.4
1'
CO
NC
RE
TE DIT
CH
YR
AD
NU
OB
YA
WD
OO
LF
YR
AD
NU
OB
YA
WD
OO
LF
YR
AD
NU
OB
YA
WD
OO
LF
YR
AD
NU
OB
YA
WD
OO
LF
SS
726
713
713
713
714
714
714
715
715
715
716
716
717
717
723
723
724
724
725
718
718
719
719
720
720
721
721
722
722
696
697
697
698
698
698
699
699
699
700
700
700
701
701
701
702
702
702
703
703
703
704
704
704
705
705
705
706
706
706
707
707
707
708
708
708
709
709
709
710
710
710
711
711
711
712
712
712
713
712
706
706
707
707
708
708
709
709
710
710
711
711
698
699
699
700
700
701
701
702
702
703
703
703
704
704
704
705
705
705
702
702
702
703
703
703
715
715
716
716
717
717
718
718
719
719
720 72
1
722
704
704
704
705
705
705
706
706
706
707
707
707
708
708
708
709
709
709
710
710
711
711
712
712
713
713
714
714
697
698
699
699
700
700
700
701
701
701
01/22/2019
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
UN
TS
VIL
LE
HU
NTS
VIL
LE,
AL
AB
AM
AH
UN
TS
VIL
LE
The Star of
Ala
ba
ma
RE
VIS
ED D
AT
E:
$$FIL
E$$
WO
RK
SP
AC
E:
$$
US
ER
$$
$$
WO
RK
SP
AC
E$$
$$
DA
TE$$
$$TIM
E$$
JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
18" 18"
GM
DOCUMENT NO. 20090730000500310
TROY, AL 36081
400 FOREST CIR
SHERILL E & CAROLYN KROWE
(255' RIG
HT-O
F-W
AY)
RE
SE
AR
CH P
AR
K B
OU
LE
VA
RD
AL
AB
AM
A HIG
HW
AY 2
55
(80' RIG
HT-O
F-W
AY)
OL
D M
ON
RO
VIA R
OA
D
(80' RIGHT-OF-WAY)
SANDERSON ROAD
DOCUMENT NO. 20150702000360590
ALTANTA, GA 30305
33520 PIEDMONT RD NE STE 410
C/O MARVIN POER & COMPANY
RGG-HUNTSVILLE LLC
DOCUMENT NO. 20160608000314640
ALTANTA, GA 30305
3060 PEACHTREE RD NE STE 400
C/O SONYA MORRIS
RGG-HUNTSVILLE LLC
FL
OO
DW
AY S
EE L
EG
EN
D
(80' R.O.W.)
OL
D M
ON
RO
VIA R
OA
D
GM
W/ SW
FLUSH
EL. BOX
(TO BE REMOVED)
FOR TEMP LIGHTS
TEMP TRANSFORMER
S3 CABINET
GROUND
4'X1.6' ABOVE
(FLUSH) WITH
4.5'X4.5' AT&T VAULT
0.4
4 A
CR
ES +/-
LO
T 8
FAME AVENUE
FAME AVENUE
FAME AVENUE
FAME AVENUE
SANDERSON ROAD
MID
CIT
Y D
RIV
E
MID
CIT
Y D
RIV
E
EVI
RD
KR
AP
EA
SH
UN
NU
N
AMERICANA TRAIL
GENERAL PLAN
STAX STREET
STAX STREET
MID
CIT
Y D
RIV
E
NU
NN
UHS
AE P
AR
K D
RIV
E
PLANGENERAL
C-100
0' 50' 100' 200' 300'
(IN FEET)
N
7
CUBIC YARDS IN-PLACE
APPROXIMATELY 15,500
EXISTING STOCKPILE A
CUBIC YARDS IN-PLACE
APPROXIMATELY 16,000
EXISTING STOCKPILE A
CUBIC YARDS IN-PLACE
APPROXIMATELY 8,000
EXISTING STOCKPILE B
CUBIC YARDS IN-PLACE
APPROXIMATELY 32,400
EXISTING STOCKPILE C
0+00
1+00
2+00
3+00
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+0015
+00
16+00
0+00.0
0PI
3+69.3
5PI
12+50.9
5
PI
14+96.9
2PI
15+46.92
PI
15+97.09
PI
16+32.25PI
LOCATION
GENERAL PROJECT
01/22/2019
I.E. = 683.55'
18" CMP
BOX CULVERTS
2 - 5' X 8' CONCRETE
I.E. = 678.86'
I.E. = 678.93'
TELE
TELE
CO
CO
CO
CO
SS
SS
36"
RCP (
RET
AI
N)
36" RCP (RETAIN)
(RETAIN)
I.E. OUT=688.84'
I.E. IN=688.85'
LID EL.=693.94'
GRATE INLET
(RETAIN)
I.E.OUT=688.26'
I.E.IN=688.32'
LID EL.=694.21'
GRATE INLET
(RETAIN)
I.E. OUT=683.90'
RIM EL.=688.83'
SDMH
(RETAIN)
I.E. = 678.44'
48" CMP
EL 0.00
Default
9055
EL 0.00
Default
9056
EL 0.00
Default
9057
EL 0.00
Default
9058
EL 0.00
Default
9059
EL 0.00
Default
9061
EX. 12"
SS (
RE
TAI
N)
(RETAIN)
8"OUT: 686.96'
4"IN: 687.06'
RIM: 695.59'
EX. SSMH
(RETAIN)
I.E. OUT=686.34'
I.E. IN=688.24'
I.E IN=686.58'
LID EL.=698.14'
EX.GRATE INLET
(RETAIN)
I.E. = 679.72'
15" RCP
EX.8" PVC SS (RETAIN)
EX.48"
CM
P (
RE
TAI
N)
8" PVC SS (RETAIN)
(REMOVE)
I.E. OUT: 672.67'
I.E. IN : 672.75'
RIM ELEV: 695.98'
EX. SSMH
(P
LU
G
&
AB
AN)
EX. 12"
SS
LI
NE
MHTEL
SS SS
SS
SS
EX.
DB
L 8'
X5'
BO
X (
AB
AN
DO
NE
D)
(ABANDONED)
EX. 8" SS LINE
5
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
SD
(RETAIN)
I.E. OUT=685.88'
I.E.IN=685.94'
RIM EL.=696.70'
EX. SSMH
OE
OE
SS
OE
OE MH
TELE
SS
12" SS LINE (ABANDONED)
5' P
UD
E
5' P
UD
E
25' PUDE
435.16'
SS
E
X.12" DIP
EX.12" DIP
E
X.12" DIP
E
X.12
" DIP
E
X.12" DIP
EX.8" DIP
IN = 672.68(NW)
OUT = 672.64(S)
TOP = 697.54
EX. SSMH 31
IN = 673.20(E)
IN = 672.19(N)
OUT = 672.10(W)
TOP = 693.00
EX. SSMH 32
IN = 672.47(W)
IN = 671.95(E)
OUT = 671.90(S)
TOP = 688.50
EX. SSMH 33
IN = 674.25(NW)
IN = 675.65(W)
OUT = 674.16(SE)
TOP = 692.50
EX. SSMH 29
IN = 683.92(W)
IN = 672.55(N)
OUT = 672.53(S)
TOP = 698.97
EX. SSMH 31A
IN = 671.87(E)
IN = 671.81(N)
OUT = 671.86(S)
TOP = 689.77
EX. EX. SSMH 10
8" DIP @1.00%
EX. 135.25LF of
8" DIP @0.96%
EX. 167.91LF of
8"
DIP
@1.0
0%
EX.
393.7
8LF of
INV IN = 676.94(E)
INV IN = 676.29(N)
INV OUT = 676.19(W)
TOP = 695.00
EX. SSMH 38
EX. 8"DIP
8" DIP @3.00%
EX. 33.90LF of
INV OUT = 683.29(W)
TOP = 696.30
EX. SSMH 37A
INV OUT = 675.32(S)
TOP = 693.50
EX. SSMH 38A
8"
DIP
@1.0
0%
EX.
74.9
5LF of
INV IN = 674.61(E)
INV IN = 674.61(N)
INV OUT = 674.51(W)
TOP = 693.20
EX. SSMH 38B
INV IN = 682.55(W)
INV IN = 682.65(N)
INV OUT = 682.45(E)
TOP = 698.45
EX. SSMH 27
INV IN = 678.94(W)
INV OUT = 678.84(E)
TOP = 696.87
EX. SSMH 28
INV IN = 688.96(N)
INV OUT = 688.76(E)
TOP = 697.33
EX. SSMH 26
8" DIP @2.00%
EX. 314.65LF of
8" DIP @3.00%EX. 127.04LF of
SLOPE PAVING
EX. CONCRETE
SLOPE PAVING
EX. CONCRETE
SLOPE PAVING
EX. CONCRETE
I.E.=679.27
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
UN
TS
VIL
LE
HU
NTS
VIL
LE,
AL
AB
AM
AH
UN
TS
VIL
LE
The Star of
Ala
ba
ma
RE
VIS
ED D
AT
E:
$$FIL
E$$
WO
RK
SP
AC
E:
$$
US
ER
$$
$$
WO
RK
SP
AC
E$$
$$
DA
TE$$
$$TIM
E$$
JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
SANDERSON ROAD
AMERICANA TRAIL
C-101
8
N
25' 50' 100' 150'
(IN FEET)
0'
PLAN SHEET
SHEETPLAN
24" RCP @0.50%
EX. 284.00LF of
18" RCP @0.50%
EX. 305.14LF of
30"
RCP
@0.5
0%
EX.
183.3
1LF of
24"
RC
P
@0.5
0%
EX.
124.8
3LF of
24" RCP @0.50%
EX. 9.03LF of
24"
RCP
@1.17
%
EX.
130.0
6LF of
30"
RCP
@0.5
0%
EX.
213.2
8LF of
INV OUT = 693.52(N)
TOP = 697.55
EX. 106-SCI
INV OUT = 694.07(N)
TOP = 698.07
EX. 108-SCI
INV OUT = 693.94(S)
TOP = 697.94
EX. 114-SCI
INV OUT = 693.14(W)
TOP = 697.14
EX. 122-SCI
INV OUT = 693.18(S)
TOP = 696.68
EX. 127-SCI
INV IN = 690.31(NW)
INV OUT = 690.21(SW)
TOP = 693.83
EX. 129-DCI
INV OUT = 690.00(SW)
TOP = 694.00
EX. 131-SCI
INV OUT = 689.79(SW)
TOP = 693.79
EX. 132-SCI
INV OUT = 689.81(NE)
TOP = 693.81
EX. 146-DCI
INV OUT = 689.79(NE)
TOP = 693.79
EX. 148-SCI
INV OUT = 690.50(SE)
TOP = 694.50
EX. 129A-JBOX
10'X
6'
CS
BO
0%
EX.
565.8
4LF of
18" RCP @0.50%
EX. 42.05LF of
INV IN = 693.46(S)
INV OUT = 692.86(E)
TOP = 698.20
EX. 107-JBOX
18" RCP @0.61%
EX. 14.00LF of
18" RCP @0.50%
EX. 18.00LF of
INV OUT = 693.53(S)
TOP = 697.53
EX. 112-GI
INV OUT = 693.68(W)
TOP = 697.68
EX. 120-GI
INV IN = 690.73(NW)
INV IN = 691.23(SW)
INV OUT = 690.63(SE)
TOP = 695.97
EX. 145-JBOX
18" RCP @0.50%
EX. 17.50LF of
INV IN = 693.09(E)
INV IN = 692.41(N)
INV OUT = 692.31(SW)
TOP = 697.24
EX. 123-JBOX
INV IN = 691.02(W)
INV IN = 692.29(NE)
INV OUT = 690.92(S)
TOP = 697.29
EX. 124-JBOX
24" RCP @0.50%
EX. 74.78LF of
24" RCP @0.50%
EX. 14.00LF of
18" RCP @0.50%
EX. 13.50LF of
INV IN = 689.16(NW)
INV IN = 689.76(SW)
INV OUT = 688.56(SE)
TOP = 693.97
EX. 147-JBOX
24" RCP @0.50%
EX. 53.64LF of
30" RCP @0.50%
EX. 94.74LF of
18" RCP @0.50%
EX. 13.32LF of
18" RCP @0.50%
EX. 13.57LF of
18" RCP @0.50%
EX. 14.00LF of
30" RCP @0.50%
EX. 22.03LF of
INV IN = 691.47(W)
INV IN = 694.02(S)
INV OUT = 691.37(E)
TOP = 698.23
EX. 109-JBOX
INV IN = 687.68(W)
INV IN = 690.17(NE)
INV OUT = 687.58(SE)
TOP = 693.99
EX. 130-JBOX
INV IN = 689.07(W)
INV IN = 690.59(N)
INV OUT = 688.47(E)
TOP = 697.74
EX. 126-JBOX
INV IN = 687.51(NW)
INV IN = 689.74(SW)
INV OUT = 687.41(SE)
TOP = 693.95
EX. 149-JBOX
24" RCP @0.50%
EX. 42.00LF of
INV IN = 688.22(W)
INV IN = 693.09(N)
INV OUT = 688.12(E)
TOP = 696.84
EX. 128-JBOX
18" RCP @0.50%
EX. 14.00LF of
18" RCP @0.50%
EX. 13.50LF of
30" RCP @0.50%
EX. 20.86LF of
INV IN = 687.50(NW)
INV IN = 689.96(NE)
INV OUT = 687.40(SE)
TOP = 694.15
EX. 132-JBOX
18" RCP @0.50%
EX. 13.50LF of
30" RCP @0.50%
EX. 55.77LF of
INV IN = 687.33(NW)
INV OUT = 687.23(S)
TOP = 694.00
EX. 150-JBOX
INV IN = 686.51(NW)
INV IN = 689.75(NE)
INV OUT = 686.41(SE)
TOP = 693.95
EX. 133-JBOX
30" RCP @0.50%
EX. 27.61LF of
INV IN = 686.97(N)
INV OUT = 686.87(S)
TOP = 694.00
EX. 151-JBOX
30"
RC
P
@0.5
0%
EX.
99.6
3LF of
30"
RC
P
@0.5
0%
EX.
78.7
6LF of
INV IN = 686.30(NW)
INV OUT = 686.20(S)
TOP = 694.00
EX. 134-JBOX
INV IN = 693.46(N)
INV OUT = 691.42(E)
TOP = 698.20
EX. 113-JBOX
INV IN = 689.91(W)
INV IN = 693.89(N)
INV OUT = 689.31(E)
TOP = 698.10
EX. 115-JBOX
42" RCP @1.22%
EX. 85.99LF of
INV IN = 693.35(E)
INV OUT = 693.25(N)
TOP = 697.93
REQD 71-JBOX
@0.50%
30" RCP
of
EX. 56.17LF
@1.00%
18" RCP
14.00LF of
EX.
EX. 10'X6'
2+00
3+00
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+0015
+00
16+00
3+69.3
5PI
12+50.9
5
PI
14+96.9
2PI
15+46.92
PI
15+97.09
PI
16+32.25PI
FOR FUTURE EXTENSION
BOX CULVERT, STUB
BEGIN 10'X6' CONC.
REQD 1090.87LF of 10'X6' CONC. BOX CULV. @0.20%
EX. 10'X6' BOX CULV.
REQD CONNECT TO
SPACING HORZ AND VERT.
#5 REBAR ON 10 IN. C-C
WALLS, 12 IN. THICK W/
INSTALL VERTICAL CONC.
AND WINGWALLS,
INCLUDING HEADWALLS
DBL 8'X5' BOX CULVERT,
REQD REMOVE 10 LF OF
AND 8 LF RCP
CONCRETE COLLAR
BOX CULVERT WITH
CONNECT TO PROP.
OF 18 INCH RCP AND
REQD REMOVE 18 LF
BOX CULVERT
TO TOP OF PROPOSED
PHASE 1B, CONNECT
ON EX. 30" RCP FROM
REQD JUNCTION BOX
CULVERT)
FOR CONNECTION TO BOX
48 IN. RCP WITH CONC. COLLAR
TO BOX CULVERT(UTILIZE 8 LF OF
REQD CONNECT EX. 48 INCH CMP
TO BOX CULVERT
EX. 15 INCH RCP
15" RCP - CONNECT
REMOVE 13 LF OF
REQD SAWCUT &
AS NEEDEDSLOPE PAVINGAND REMOVEREQD SAW CUT
EQUAL)(180 MIRIFI OR FILTER FABRICRIP RAP WITHREQD CLASS 2
EX. STOCKPILE A
EX. STOCKPILE B
EX. STOCKPILE C
I.E. = 683.55'
18" CMP
BOX CULVERTS
2 - 5' X 8' CONCRETE
I.E. = 678.86'
I.E. = 678.93'
TELE
TELE
CO
CO
CO
CO
SS
SS
36"
RCP (
RE
TAI
N)
36"
RCP (
RET
AI
N)
36" RCP (RETAIN)
(RETAIN)
I.E. OUT=688.84'
I.E. IN=688.85'
LID EL.=693.94'
GRATE INLET
(RETAIN)
I.E.OUT=688.26'
I.E.IN=688.32'
LID EL.=694.21'
GRATE INLET
(RETAIN)
I.E. OUT=683.90'
RIM EL.=688.83'
SDMH
(RETAIN)
I.E. = 678.44'
48" CMP
EL 0.00
Default
9055
EL 0.00
Default
9056
EL 0.00
Default
9057
EL 0.00
Default
9058
EL 0.00
Default
9059
EL 0.00
Default
9061
EL 0.00
Default
1
EX. 12"
SS (
RE
TAI
N)
(RETAIN)
8"OUT: 686.96'
4"IN: 687.06'
RIM: 695.59'
EX. SSMH
(RETAIN)
I.E. OUT=686.34'
I.E. IN=688.24'
I.E IN=686.58'
LID EL.=698.14'
EX.GRATE INLET
(RETAIN)
I.E. = 679.72'
15" RCP
EX.8" PVC SS (RETAIN)
EX.48"
CM
P (
RE
TAI
N)
8" PVC SS (RETAIN)
(REMOVE)
I.E. OUT: 672.67'
I.E. IN : 672.75'
RIM ELEV: 695.98'
EX. SSMH
(P
LU
G
&
AB
AN)
EX. 12"
SS
LI
NE
MHTEL
SS SS
SS
SS
EX.
DB
L 8'
X5'
BO
X (
AB
AN
DO
NE
D)
(ABANDONED)
EX. 8" SS LINE
5
6
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
SD
(RETAIN)
I.E. OUT=685.88'
I.E.IN=685.94'
RIM EL.=696.70'
EX. SSMH
OE
OE
SS
OE
OE MH
TELE
SS
12" SS LINE (ABANDONED)
5' P
UD
E
5' P
UD
E
25' PUDE
SS
SLOPE PAVING
EX. CONCRETE
SLOPE PAVING
EX. CONCRETE
SLOPE PAVING
EX. CONCRETE
726
713
713
713
714
714
714
715
715
715
716
716
717
717
723
723
724
724
725
718
718
719
719
720
720
721
721
722
722
696
697
697
698
698
698
699
699
699
700
700
700
701
701
701
702
702
702
703
703
704
704
705
705
705
706
706
706
707
707
707
708
708
709
709
710
710
711
711
712
712
712
713
712
706
706
707
707
708
708
709
709
710
710
711
711
698
699
699
700
700
701
701
702
702
703
703
703
704
704
704
705
705
705
702
702
702
703
703
703
715
715
716
716
717
717
718
718
719
719
720 72
1
722
704
704
704
705
705
705
706
706
706
707
707
707
708
708
708
709
709
709
710
710
711
711
712
712
713
713
714
714
697
698
699
699
700
700
700
701
701
701
I.E.=679.27
I.E.=679.67
676
676
676 676
677
677
677
677
677
677
677 677
677
678
678
678 678 678
678
678
678
678
679
679
679
679
679
679 679
679
679 679
679
679 679
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
681
681
681
681
681
681
681 681
681
681
681
681
681
681
681 681
682
682 682
682
682
682
682
682
682
682
682
682
682
682
682 682
682
683
683
683
683
683
683
683
683
683
683 683
683
683
683
683 683
683
683
683
684
684
684
684
684
684 684
684 684
684 684
684
684
684
684
685
685
685
685
685
685
685
685 685
685
685
685 685
685
686
686
686
686
686
686
686
686 686
686
686
686
687
687
687
687
687
687
687 687
687
687
687
687
688
688
688
688
688 688
688
688
688
688
688
688
689
689
689
689
689
689 689
689
689
689
689
689
689
690
690
690
690
690
690 690
690
690
690
690
690
690
690
691
691
691
691
691 691
691
691
691
691
691
691
691
692
692
692
692
692
692 692
692
692
692
692
692
692
693
693
693
693
693
693
693
693 693
693
693
693
693
693
694
694
694
694
694
694
694
694
694 694
694
694
694
694
694
694
694
694
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
696
696
696
696
696
696
696
696
696
696
696 696
696
696
696
696
696
696
696
697
697
697
697
697
697
697
697
697
697
697
697
697
697
698
698
698
698
698
698
698
698
698
698
698
698
698
698
698
699
699
699
699
699
699
699
699
699
699
699
699
699
699
699
699
699
699
700
700
700
700 700
700
700
700
700
700
700
700
700
700
700
701
701
701
702
01/22/2019
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
UN
TS
VIL
LE
HU
NTS
VIL
LE,
AL
AB
AM
AH
UN
TS
VIL
LE
The Star of
Ala
ba
ma
RE
VIS
ED D
AT
E:
$$FIL
E$$
WO
RK
SP
AC
E:
$$
US
ER
$$
$$
WO
RK
SP
AC
E$$
$$
DA
TE$$
$$TIM
E$$
JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
SANDERSON ROAD
MID
CIT
Y D
RIV
E
MID
CIT
Y D
RIV
E
AMERICANA TRAIL
3+00
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+0015
+00
16+00
3+69.3
5PI
12+50.9
5
PI
14+96.9
2PI
15+46.92
PI
15+97.09
PI
16+32.25PI
FOR FUTURE EXTENSION
BOX CULVERT, STUB
BEGIN 10'X6' CONC.
REQD 1090.87LF of 10'X6' CONC. BOX CULV. @0.20%
EX. 10'X6' BOX CULV.
REQD CONNECT TO
SPACING HORZ AND VERT.
#5 REBAR ON 10 IN. C-C
WALLS, 12 IN. THICK W/
INSTALL VERTICAL CONC.
AND WINGWALLS,
INCLUDING HEADWALLS
DBL 8'X5' BOX CULVERT,
REQD REMOVE 10 LF OF
AND 8 LF RCP
CONCRETE COLLAR
BOX CULVERT WITH
CONNECT TO PROP.
OF 18 INCH RCP AND
REQD REMOVE 18 LF
BOX CULVERT
TO TOP OF PROPOSED
PHASE 1B, CONNECT
ON EX. 30" RCP FROM
REQD JUNCTION BOX
CULVERT)
FOR CONNECTION TO BOX
48 IN. RCP WITH CONC. COLLAR
TO BOX CULVERT(UTILIZE 8 LF OF
REQD CONNECT EX. 48 INCH CMP
TO BOX CULVERT
EX. 15 INCH RCP
15" RCP - CONNECT
REMOVE 13 LF OF
REQD SAWCUT &
3+00
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+0015
+00
16+00
3+69.3
5PI
12+50.9
5
PI
14+96.9
2PI
15+46.92
PI
15+97.09
PI
16+32.25PI
FOR FUTURE EXTENSION
BOX CULVERT, STUB
BEGIN 10'X6' CONC.
REQD 1090.87LF of 10'X6' CONC. BOX CULV. @0.20%
EX. 10'X6' BOX CULV.
REQD CONNECT TO
SPACING HORZ AND VERT.
#5 REBAR ON 10 IN. C-C
WALLS, 12 IN. THICK W/
INSTALL VERTICAL CONC.
AND WINGWALLS,
INCLUDING HEADWALLS
DBL 8'X5' BOX CULVERT,
REQD REMOVE 10 LF OF
AND 8 LF RCP
CONCRETE COLLAR
BOX CULVERT WITH
CONNECT TO PROP.
OF 18 INCH RCP AND
REQD REMOVE 18 LF
BOX CULVERT
TO TOP OF PROPOSED
PHASE 1B, CONNECT
ON EX. 30" RCP FROM
REQD JUNCTION BOX
CULVERT)
FOR CONNECTION TO BOX
48 IN. RCP WITH CONC. COLLAR
TO BOX CULVERT(UTILIZE 8 LF OF
REQD CONNECT EX. 48 INCH CMP
TO BOX CULVERT
EX. 15 INCH RCP
15" RCP - CONNECT
REMOVE 13 LF OF
REQD SAWCUT &
673
675
677
680
681
CONST LIM
682
683
684
CONST LIM
685
685
685
686
687 688
690
690
690
690
690
691
691
691
691691
691
691691
692
692 692
692
692
692692
692
693
693
693
693
693
694
694
694
694
694
694
CONST LIM
CO
NST LIM
CO
NST LIM
695
69569
5
695
695
CONST LIM
CO
NST LIM
696
696
696
696
CONST LIM
697
697 697
697
CONST LIM
698 698
CONST LIM
PLANDRAINAGEGRADING &
GRADING & DRAINAGE PLAN
N
C-301
0 30' 60' 120' 180'
(IN FEET)
9
01/22/2019
I.E. = 683.55'
18" CMP
BOX CULVERTS
2 - 5' X 8' CONCRETE
I.E. = 678.86'
I.E. = 678.93'
TELE
TELE
CO
CO
CO
SS
SS
36" RCP (RETAIN)
(RETAIN)
I.E. OUT=688.84'
I.E. IN=688.85'
LID EL.=693.94'
GRATE INLET
(RETAIN)
I.E.OUT=688.26'
I.E.IN=688.32'
LID EL.=694.21'
GRATE INLET
(RETAIN)
I.E. OUT=683.90'
RIM EL.=688.83'
SDMH
(RETAIN)
I.E. = 678.44'
48" CMP
EL 0.00
Default
9055
EL 0.00
Default
9056
EL 0.00
Default
9057
EL 0.00
Default
9058
EL 0.00
Default
9059
EL 0.00
Default
9061
EX. 12"
SS (
RE
TAI
N)
(RETAIN)
8"OUT: 686.96'
4"IN: 687.06'
RIM: 695.59'
EX. SSMH
(RETAIN)
I.E. OUT=686.34'
I.E. IN=688.24'
I.E IN=686.58'
LID EL.=698.14'
EX.GRATE INLET
(RETAIN)
I.E. = 679.72'
15" RCP
EX.8" PVC SS (RETAIN)
EX.48"
CM
P (
RE
TAI
N)
8" PVC SS (RETAIN)
(REMOVE)
I.E. OUT: 672.67'
I.E. IN : 672.75'
RIM ELEV: 695.98'
EX. SSMH
(P
LU
G
&
AB
AN)
EX. 12"
SS
LI
NE
SS SS
SS
SS
EX.
DB
L 8'
X5'
BO
X (
AB
AN
DO
N
(ABANDONED)
EX. 8" SS LINE
SD
SD
(RETAIN)
I.E. OUT=685.88'
I.E.IN=685.94'
RIM EL.=696.70'
EX. SSMH
OE
OE
SS
OE
OE MH
TELE
SS
12" SS LINE (ABANDONED)
5' P
UD
E
5' P
UD
E
25' PUDE
435.16'
SS
SLOPE PAVING
EX. CONCRETE
SLOPE PAVING
EX. CONCRETE
SLOPE PAVING
EX. CONCRETE
I.E.=679.27
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
UN
TS
VIL
LE
HU
NTS
VIL
LE,
AL
AB
AM
AH
UN
TS
VIL
LE
The Star of
Ala
ba
ma
RE
VIS
ED D
AT
E:
$$FIL
E$$
WO
RK
SP
AC
E:
$$
US
ER
$$
$$
WO
RK
SP
AC
E$$
$$
DA
TE$$
$$TIM
E$$
JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
SANDERSON ROAD
N
25' 50' 100' 150'
(IN FEET)
0'
SHEETPLAN & PROFILEDRAINAGESTORM
STORM DRAINAGE PLAN AND PROFILE SHEET
(FUTURE GRADE)
EXISTING GROUND
C-401
10
FILTER FABRIC
REQD RIP-RAP &
EXTENSION
STUB FOR FUTURE
2+00
3+00
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+0015
+00
16+00
3+69.3
5PI
12+50.9
5
PI
14+96.9
2PI
15+46.92
PI
15+97.09
PI
16+32.25PI
FOR FUTURE EXTENSION
BOX CULVERT, STUB
BEGIN 10'X6' CONC.
REQD 1090.87LF of 10'X6' CONC. BOX CULV. @0.20%
EX. 10'X6' BOX CULV.
REQD CONNECT TO
SPACING HORZ AND VERT.
#5 REBAR ON 10 IN. C-C
WALLS, 12 IN. THICK W/
INSTALL VERTICAL CONC.
AND WINGWALLS,
INCLUDING HEADWALLS
DBL 8'X5' BOX CULVERT,
REQD REMOVE 10 LF OF
AND 8 LF RCP
CONCRETE COLLAR
BOX CULVERT WITH
CONNECT TO PROP.
OF 18 INCH RCP AND
REQD REMOVE 18 LF
BOX CULVERT
TO TOP OF PROPOSED
PHASE 1B, CONNECT
ON EX. 30" RCP FROM
REQD JUNCTION BOX
CULVERT)
FOR CONNECTION TO BOX
48 IN. RCP WITH CONC. COLLAR
TO BOX CULVERT(UTILIZE 8 LF OF
REQD CONNECT EX. 48 INCH CMP
TO BOX CULVERT
EX. 15 INCH RCP
15" RCP - CONNECT
REMOVE 13 LF OF
REQD SAWCUT &
665
670
675
680
685
690
695
700
705
710710
665
670
675
680
685
690
695
700
705
710710
3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
ELE
VA
TIO
N
ELE
VA
TIO
N
STATION
10'X6' CONC. BOX CULV. @0.20%REQD 1090.87LF of
I.E.=674.46
I.E.=677.49
TOP OF BOX CULVERT
BOX, CONNECT TO
REQD JUNCTION
FROM PH.1B
EX. 30" RCP
OF THE CULVERT EXTENSION
OF EXISTING CULVERT PRIOR TO BEGINNING INSTALLATION
NOTE: CONTRACTOR TO VERIFY LOCATIONS AND ELEVATIONS
BOX CULVERT
EXISTING 10'X6'
I.E.=673.0'
EX. 8" SS
I.E.=672.4'
EX. 12" SS
I.E.=681.25
BOX CULVERT
18" RCP TO PROP.
REQD CONNECT
BOX CULVERT
48 IN. RCP TO PROP.
REQD CONNECT
BOX CULVERT
15 IN. RCP TO PROP.
REQD CONNECT
3
(UNIMPROVED)(R.O.W VARIES)
SANDERSON STEET
DOC#2010-0093600
OF GOVERNMENTS
TOP OF ALABAMA REGIONAL COUNCIL
699
701
702
705 70
6 707
710
710
711
711
712
89°29'26"
676
676
676
676
676 676
677
677
677
677
677
677
677
677 677
677
677
677
677
678
678
678
678
678 678 678
678
678
678
678 678
679
679
679
679
679
679
679 679
679
679
679 679
679
679 679
680
680
680
680
680
680
680
680
680
680
680
680
680
680
681
681
681
681
681
681
681 681
681
681
681
681
681
681
681
681 681
682
682 682
682
682
682
682
682
682
682
682
682
682
682
682
682
682 682
682
683
683
683
683
683
683
683
683
683 683
683
683
683
683 683
683
683
683
683
684
684
684
684
684 684
684 684
684 684
684
684
684
684
685
685
685
685
685
685
685 685
685
685
685 685
685
686
686
686
686
686
686
686 686
686
686
686
686
687
687
687
687
687
687
687 687
687
687
687
687
688
688
688
688
688 688
688
688
688
688
688
688
689
689
689
689
689 689
689
689
689
689
689
689
690
690
690
690
690 690
690
690
690
690
690
691
691
691
691
691 691
691
691
691
691
691
691
691
692
692
692
692
692
692 692
692
692
692
692
692
692
693
693
693
693
693
693
693 693
693
693
693
693
693
693
694
694
694
694
694
694
694
694
694 694
694
694
694
694
694
694
694
694
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
695
696
696
696
696
696
696
696
696
696
696
696
696
696
696
696
696
696
696
696
697
697
697
697
697
697
697
697
697
697
697
698
698
698
698
698
698
698
698
698
698
698
698
699
699
699
699
699
699
699
699
699
699
699
699
699
699
699
700
700
700
700 700
700
700
700
700
700
700
700
700
01/22/2019
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
UN
TS
VIL
LE
HU
NTS
VIL
LE,
AL
AB
AM
AH
UN
TS
VIL
LE
The Star of
Ala
ba
ma
RE
VIS
ED D
AT
E:
$$FIL
E$$
WO
RK
SP
AC
E:
$$
US
ER
$$
$$
WO
RK
SP
AC
E$$
$$
DA
TE$$
$$TIM
E$$
JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
1+00
2+00
3+00
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+0015
+00
16+00
3+69.3
5PI
12+50.9
5
PI
14+96.9
2PI
15+46.92
PI
15+97.09
PI
16+32.25PI
673
675
677
680
681
CONST LIM
682
683
684
CONST LIM
685
685
685
686
687 688
690
690
690
690
690
691
691
691
691691
691
691691
692
692 692
692
692
692692
692
693
693
693
693
693
694
694
694
694
694
694
CONST LIM
CO
NST LIM
CO
NST LIM
695
69569
5
695
695
CONST LIM
CO
NST LIM
696
696
696
696
CONST LIM
697
697 697
697
CONST LIM
698 698
CONST LIM
SEDIMENTATION CONTROL NOTES:GENERAL EROSION &
NORMAL POOL TO THE TOP OF BANK.6. ALL PONDS SHALL BE FULLY SODDED FROM 1 FEET BELOW
OTHERWISE NOTED.5. ALL SLOPES 3:1 OR GREATER SHALL BE FULL SOD UNLESS
UNTIL PERMANENT VEGETATION IS ACHIEVED.
WITHING 14 DAYS OF DISTURBANCE, AND MAINTAINED
4. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED
ADEM AND CITY EROSION CONTROL REGULATIONS.
IMPLEMENT, MAINTAIN, AND ENSURE COMPLIANCE WITH
BMP, AND IS THE CONTRACTOR'S RESPONSIBILITY TO
3. THESE MEASURES SHALL BE INCORPORATED WITH A
CONSTRUCTION. CONTROL MEASURES PRIOR TO AND DURING THEIR
INLET STRUCTURES WITH WADDLE AND OR OTHER
CONTRACTOR'S RESPONSIBILITY TO PROTECT STORM
CONTROL MEASURES SHOWN ON THIS PLAN, IT IS THE
2. IN ADDITION TO THE EROSION & SEDIMENTATION
SHALL BE IN PLACE PRIOR TO CONSTRUCTION.
1. ALL EROSION & SEDIMENTATION CONTROL MEASURES
PLANCONTROLEROSION
EROSION CONTROL PLAN
N
0 30' 60' 120' 180'
(IN FEET)
FENCE
REQD SILT
EQUAL FABRIC)
(MIRIFI 180 OR
FILTER FABRIC
RIP RAP WITH
REQD CLASS 2
C-501
11
01/22/2019
UTILITY SHEET
C-800
SHEETUTILITY
12
DATE:
ORIGINAL DRAWING
BAR IS ONE INCH ON
DRAWING NUMBER
SHEET
NUMBER
1"0
SCALES ACCORDINGLY.
THIS SHEET, ADJUST
IF NOT ONE INCH ON
JAN., 2019
CIT
Y O
F H
UN
TS
VIL
LE
HU
NTS
VIL
LE,
AL
AB
AM
AH
UN
TS
VIL
LE
The Star of
Ala
ba
ma
RE
VIS
ED D
AT
E:
$$FIL
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WO
RK
SP
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E:
$$
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JOB NO.: 14056310
BY:
RE
VISIO
ND
AT
EN
O.
DESIGNED BY: AED
DRAWN BY: AED
Sanders
on R
oad B
ox C
ulvert
I.E. = 683.55'
18" CMP
BOX CULVERTS
2 - 5' X 8' CONCRETE
I.E. = 678.86'
I.E. = 678.93'
TELE
TELE
CO
CO
CO
SS
SS
SS
36"
RCP (
RE
TAI
N)
36"
RCP (
RET
AI
N)
36" RCP (RETAIN)
(RETAIN)
I.E. OUT=688.84'
I.E. IN=688.85'
LID EL.=693.94'
GRATE INLET
(RETAIN)
I.E.OUT=688.26'
I.E.IN=688.32'
LID EL.=694.21'
GRATE INLET
(RETAIN)
I.E. OUT=683.90'
RIM EL.=688.83'
SDMH
(RETAIN)
I.E. = 678.44'
48" CMP
EL 0.00
Default
9055
EL 0.00
Default
9056
EL 0.00
Default
9057
EL 0.00
Default
9058
EL 0.00
Default
9059
EL 0.00
Default
9061
EL 0.00
Default
1
EX. 12"
SS (
RE
TAI
N)
(RETAIN)
8"OUT: 686.96'
4"IN: 687.06'
RIM: 695.59'
EX. SSMH
(RETAIN)
I.E. OUT=686.34'
I.E. IN=688.24'
I.E IN=686.58'
LID EL.=698.14'
EX.GRATE INLET
(RETAIN)
I.E. = 679.72'
15" RCP
EX.8" PVC SS (RETAIN)
EX.48"
CM
P (
RE
TAI
N)
8" PVC SS (RETAIN)
(REMOVE)
I.E. OUT: 672.67'
I.E. IN : 672.75'
RIM ELEV: 695.98'
EX. SSMH
(P
LU
G
&
AB
AN)
EX. 12"
SS
LI
NE
MHTEL
SS SS
SS
SS
EX.
DB
L 8'
X5'
BO
X (
AB
AN
DO
NE
D)
(ABANDONED)
EX. 8" SS LINE
3
5
6
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
SD
(RETAIN)
I.E. OUT=685.88'
I.E.IN=685.94'
RIM EL.=696.70'
EX. SSMH
OE
OE
OE
OE
SS
OE
OE
OE
OE MH
TELE
SS
SS
TELE
12" SS LINE (ABANDONED)
(not constructed)
SANDERSON STREET (R.O.W. VARIES)
DOC#2010-0093600
OF GOVERNMENTS
TOP OF ALABAMA REGIONAL COUNCIL
#4 REBAR FOUND
#4 REBAR FOUND
#4 REBAR FOUND
5' P
UD
E
5' P
UD
E
25' PUDE
25' PUDE
DEED BOOK 203 PAGE 293
HUNTSVILLE AL 3580
EXECUTOR 1909 RIDEOUT DR
C/O HARVEY LANGFORD
LANGFORD MARY (ESTATE OF)
3.19 Acres +/-CORPORATE PARK PHASE III
BLOCK 1LOT 2
SS
E
X.12" DIP
EX.12" DIP
E
X.12" DIP
E
X.12
" DIP
E
X.12
" DIP
E
X.12" DIP
EX.8" DIP
IN = 672.68(NW)
OUT = 672.64(S)
TOP = 697.54
EX. SSMH 31
IN = 673.20(E)
IN = 672.19(N)
OUT = 672.10(W)
TOP = 693.00
EX. SSMH 32
IN = 672.47(W)
IN = 671.95(E)
OUT = 671.90(S)
TOP = 688.50
EX. SSMH 33
IN = 674.87(N)
OUT = 674.75(SE)
TOP = 697.71
EX. SSMH 21
IN = 674.25(NW)
IN = 675.65(W)
OUT = 674.16(SE)
TOP = 692.50
EX. SSMH 29
IN = 683.92(W)
IN = 672.55(N)
OUT = 672.53(S)
TOP = 698.97
EX. SSMH 31A
IN = 671.87(E)
IN = 671.81(N)
OUT = 671.86(S)
TOP = 689.77
EX. EX. SSMH 10
8" DIP @1.00%
EX. 135.25LF of
8"
DIP
@2.3
0%
EX.
304.6
5LF of
8" DIP @0.96%
EX. 167.91LF of
8"
DIP
@1.0
0%
EX.
393.7
8LF of
INV IN = 676.94(E)
INV IN = 676.29(N)
INV OUT = 676.19(W)
TOP = 695.00
EX. SSMH 38
INV IN = 682.39(E)
INV IN = 680.29(N)
INV OUT = 680.19(S)
TOP = 696.00
EX. SSMH 37
EX. 8"DIP
8" DIP @3.00%
EX. 33.90LF of
INV OUT = 683.29(W)
TOP = 696.30
EX. SSMH 37A
INV OUT = 675.32(S)
TOP = 693.50
EX. SSMH 38A
8"
DIP
@1.0
0%
EX.
74.9
5LF of
INV IN = 674.61(E)
INV IN = 674.61(N)
INV OUT = 674.51(W)
TOP = 693.20
EX. SSMH 38B
INV OUT = 683.28(S)
TOP = 698.20
EX. SSMH 27A
8" DIP @2.00%
EX. 35.37LF of
INV IN = 682.55(W)
INV IN = 682.65(N)
INV OUT = 682.45(E)
TOP = 698.45
EX. SSMH 27
INV IN = 678.94(W)
INV OUT = 678.84(E)
TOP = 696.87
EX. SSMH 28
INV IN = 688.96(N)
INV OUT = 688.76(E)
TOP = 697.33
EX. SSMH 26
INV OUT = 689.58(S)
TOP = 698.00
EX. SSMH 23
8" DIP @2.00%
EX. 314.65LF of
8" DIP @3.00%EX. 127.04LF of
SLOPE PAVING
EX. CONCRETE
SLOPE PAVING
EX. CONCRETE
SLOPE PAVING
EX. CONCRETE
I.E.=679.27
I.E.=679.67
S3
S3
S3
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+0015
+00
16+00
3+69.3
5PI
12+50.9
5
PI
14+96.9
2PI
15+46.92
PI
15+97.09
PI
16+32.25PI