19980032 Ver 1_Site Plan_19970901

- ~
CONVENTIONAL SIGNS
EXIST. FENCE X
EXIST. WATER VALVE ~ W~
EXIST. WATER LINE W -
E R TY MANAGEMENT EXIST. WATER METER aWM
- PROPOSED Ex~sT. cas VALVE Ocv
INDEX OF SHEETS _ ~-704 ~ EXIST. GAS LINE c-
SHEET N0. TITLE EXIST. GAS METER pQ GM
EXIST. POWER POLE
1 COVER SHEET
I PROP. POWER POLE
2 GENERAL NOTES AND SECTIONS
EXIST. LIGHT POLE
3, 3A DETAILS ~ ~ ~T ~ ~ ~ ~ ~ PROP. LIGHT POLE
4 THRU 7 PLANS
EXIST. SANITARY SEWER MANHOLE ASS
8, 9 PROFILES
EXIST. SAN. SEWER LINE SS -
EXIST. STORM DRAINAGE MANHOL"E ~ SD
PROP. STORM DRAINAGE MANHOLE ~
EXIST. OVERHEAD POWER oP-
PROP. CATCH BASIN/INLET
_
_ _ EXIST. STORM DRAINAGE =~x~1'-act=
~ J ~ ~ r
M ~ r PROP. SILT FENCE SF- _
- _ . i I - - ~ ~ i~'
:x_;_ _ _ . ' _ s'. SHEET , _ EXIST. PROPERTY LINE
~ --...'a'te-; ~ a t _ MO RG - 4 ~ . , STR . _ _ .
j- - - . EE T - ~ ~ T . ~ ~ _ - ~ _ _T / ~ ~ ;
; ; _ ~ _ ~ - I ~ r + ~ _ SHE
~ 1 ' ~'l?r i
__1 '~w + , SHEET 6 J i. i' ~ ° pi ' I ~ ~ i
ti
'~i ~ ' Ili _ ~ i7 1-,-i~ y~ ; 3 i
~ ~ ` ; ~ ~ SET 5 . ;f:~ ~~T~'~ - ~
- r G ~ ~ 5 - i ~ - i
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d 1' ; ~ . - - • -
._.~.k SAM PSO ~ NS THE
ET ~ Y ~ 880
o
W ~ ~ ~ w
PROJECT AREA c~ ~ w O ~ Z PLAN VIEW 2~ 10 0 10 20 30 40
s ~ fi
~ ~ ~ _ d ~ ~ ~ 1,. = 20'
Y
. Z P ~ St ~ O U
;n°~0~ 4
P ree ~ ~ ~ . _ - o~ V m PROFILE (HORIZ.) 20 10 0 10 20 30 40
5 ~ Q ti~~w`" t a ~ 1" = 20'
J nrr, w ti3 A
C ~ c'p. A o~
4 'so µ~t '
~ 4- \D ~Q2 St PROFILE (VERY.) 4 2 ~ Z 4 6 8
0 x °"~s 1" = 4'
h
t A
S
VICINITY MAP
NOT TO SCALE PRELIbIINARY PLANS
C DO NOT USE FOR CONSTRUCTION
TJ
0
U BID SET N O. INCOMPLETE PLANS
L 0 DO NOT USE FOR R/W. AQUIStTION

O~ RECOMMENDED FOR CONSTRUCTION
° • ~ NOT TO SCALE PAN P PA Y.
STORM WATER SERVICES -
-
~oNTRA~T AoM. _ ~j~ C H A R L 0 TTE
Q
U ENGINEERING AND PROPERTY MANAGEMENT CONSTRUCTION
~i tN(alNtttiS AIVU F'LANNtFtS
A TI O N S ~.M.~.o.
301 S. McDOWELL STREET SUITE 914 1995 STANDARD SPECIFICATION Approved
JQ CHARLOTTE, NORTH CAROLINA 28204 c.o.o.T. CITY ENGINEER DATE
~o

VARIES
NCDOT CLASS I RIP RAP VARIES -SEE PLAN SEE PLAN _
- ~ ~
~
~
2. ~ i
~ ~AoE _ _ _ SEE PROFILE
_ ~ ~ " ~ SHEET 6, i
~ 18 NCDOT i Ap ~ FILTER FABRIC ;
~ CLASS i RIP RAP : ~
1 ~ UNLESS OTHERWISE NOTED, THE EXISTING PAVEMENT IS TO BE RETAINED ON THIS PROJECT. ~ iv i 6'_0" ~
THE PROPOSED CURB ELEVATIONS SHALL BE SET BY THE CONTRACTOR AND APPROVED BY THE ~
ENGINEER. WHERE STD. NO. 840.068 ELONGATED THROAT CATCH BASIN IS USED IN VALLEY GUTTER ~ ~ i ,
i
SECTIONS, USE STD. N0. 10.19 TO TRANSITION TO 2'-6" CURB AND GUTTER SECTION AT THE INLET. ~ ~ WHERE STD. NO. 20.02 FRAME GRATE do HOOD IS USED IN VALLEY GUTTER SEC110NS USE STD. N0. 10.29. 4: - - - - - - - - - ADE
l PR FlLE 4:~
SHEET 8 SCALE: N.T.S.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENT OF CURB ELEVATIONS DURING ,
CONSTRUCTION TO ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE ALONG THE
PROPOSED CURB LINES. 6'_0"
UNLESS OTHERWISE NOTED USE STD. N0. 10.27 FOR DRIVEWAY CONSTRUCTION
DRIVEWAY CONSTRUCTION BETWEEN THE BACK OF CURB AND/OR SIDEWALK TO THE POINT OF VARIES
T1E-IN SHALL BE MADE WITH A SIMILAR MATERIAL TO THE EXISTING. THE FOLLOWING DEPTHS -SEE PLAN NCDOT CLASS I RIP RAP
OF T1E-IN MATERIAL SHALL BE USED: SCALE: N.T.S. LE: N.T.S. _ _ - - - _
FOR CONCRETE DRIVEWAYS, PORTLAND CEMENT CONCRETE (3600 PSI) 6" i }
2~1 \ ~
FOR ASPHALT DRIVEWAYS, BITUMINOUS CONCRETE SURFACE COURSE TYPE I-2, 6" (IN SE PROFlLE"
TWO EQUAL LIFTS) SHEET 8 OR 9
VARIES -SEE PLAN FILTER FABRIC
FOR GRAVEL DRIVEWAYS, 6" CABC
4'-0"
GRADES ELEVATIONS AND LOCATIONS SHOWN ON THE PLANS FOR DRAINAGE STRUCTURES ARE
' ~ 1 B" NCDOT ONLY APPROXIMATE AND MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ~ CLASS I RIP RAP ~
ENGINEER TO ACCOMMODATE UNFORESEEN EXISTING CONDITIONS. WEEP HOLES ARE TO BE ~ ~ RAP i i
~S. CONSTRUCTED IN ALL DRAINAGE STRUCTURES. WEEP HOLES ARE TO BE CONSTRUCTED 2 ON ~ / 1~~
\ iV ~ ~ SCALE: N.T.S.
CENTER WITH A MINIMUM OF 2 WEEP HOLES PER WALL. WEEP HOLES ARE TO BE COVERED ON ~
THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED WITH X57 ~ ~ i i
STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. STEPS SHAH BE PROVIDED ~ - - - GRADE
IN ALL DRAINAGE STRUCTURES. 4; ~ - - - - - - SEE PROf1LE 4.1
PRECAST DRAINAGE STRUCTURES MAY BE SUBSTITUTED WITH PRIOR WRITTEN APPROVAL FROM THE SHEET 8
ENGINEER.
" EROSION CONTROL MATTING
8'-0" OVER SEED do MULCH
1'-O" VARIES
ANY RELOCATION OF EXISTING UTILITIES W1LL BE ACCOMPLISHED BY OTHERS, EXCEPT FOR MIN. 18" NCDOT _ SEE PLAN _ -
WATER AND SANITARY SEWER. POLES TO BE RESET ARE SHOWN ON THE PLANS FOR PURPOSES ~ - - _ CLASS i RIP Rl~ - '
OF PROJECT COORDINATION. POLES WILL BE RESET BY OTHERS. THE LOCATION OF EXISTING ~ ~ .1 2• l i ry,.
UTILITIES SHOWN ON THE PLANS IS FOR THE USE OF THE CONTRACTOR IN PROVIDING SCALE: N.T.S. _E: N.T.S. ~
PROTECTION FOR THE UTILITIES DURING CONSTRUCTION OPERATION. THE CITY AND/OR AGENT KEY IN MATTING ~ ~ 8 AT TOP OF
SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF LOCA110N, SIZE, DEPTH OR .SEE PR PROP. BANK
COMPLETENESS OF INFORMATION. BEFORE BEGMINING CONSTRUCTION, THE CONTRACTOR iv 'SHEET 8
SHALL CONTACT EACH OF THE UTILITY OWNERS IN THE AREA OF CONSTRUCTION. RELATIVE TO THEIR M r 18
UTILITY LOCATK>rIS (NC ONE CALL 0 1-800-632-4949}. THE CONTRACTOR. SHAH PROTECT ALL
UTILITIES FROM DAMAGE CAUSED BY CONSTRUC110N OPERATIONS M1D OR RELATED WORK OF THE / 6'-0"
CONTRACTOR OR HIS AGENTS. CONTRACTOR SHALL HOLD HARNESS THE CITY FOR ANY INCONVENIENCE
OR DELAY CAUSED BY 1HE OPERATIONS OF OTHERS IN PERFORATING THE ABOVE WORK. NECESSARY
ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES, EXCEPT FOR CONTRACT ITEMS, WILL BE
PERFOR Y R . TH CONTRACTOR SHALL COORDINATE HIS WORK WI1H OTHERS TO 1~-0" EROSION CONTROL MATTING MED B OTHE S E VARIES -SEE PLAN '
PR CT AREA. MIN. OVER SEED do MULCH PROVIDE SATISFACTORY PROGRESS IN THE OJE SCALE: N.T.S.
A WATER VALVE WATER METER BOXE WATER VAULTS IN THE CONSTRUCTION AREA ARE - - - - LL S, S, " i
TO BE ADJUSTED TO THE FlNISHED (MADE BY THE CONTRACTOR. GAS VALVES TO BE ~ ~ 18 NCDOT i AP i
KEY IN MATTING ~ CLASS {RIP RAP ADJUSTED BY PIEDMONT NATURAL GAS. ~ i
8 AT TOP OF ~ PROP. BANK ~ ~ 2•
~ EROSION CONIROL MATTING ~ " OVER SEED do MULCH
WHERE SANITARY SEWER AND OR WATER LINES ARE ENCOUNTERED, THE CONTRACTOR SHALL ~ ~ ~ 1 0 VARIES
R TH IF TH XI TIN RAN A R N ~ _ _ _ _ ~ USE CARE IN WORKING AROUND OR NEA EM E E S G SEWS D/OR W TE U ES _ _ 4:1 _ _ _ q~q MIN. 18" NCDOT SEE PLAN
ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPLACE THE SEWER AND/OR WATER , E - - - CLASS I RIP RAP q.;1 SHEET 8 i
N P N IRON PIPE. N U E AT HIS/HER EX E SE WITH DUCTILE t 2. ~ , .1 ~ ~ ti•
18" KEY IN MATIING ~ ~
THE CONTRACTOR SHALL REPLACE 9 FEET OF SANITARY SEWER LINE AND/OR WATER UNE WITH - - - - - ~~AQE_ " 8" AT TOP ~
DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN 18 INCHES OF SAID UNES VERTICALLY 6'-0" SEE PRf.E , .PROP. BANK T SHEE & QR~
OR HORIZONTALLY. STONE BEDDING WILL BE REQUIRED IN ANY AREA WHERE D.I.P. IS INSTALLED N
IN LESS THAN 2 FEET ~ SEPARATION FROM ANOTHER UTILITY. " 18
WATER AND SEWER UNES ARE TO REMAIN ACTIVE DURING CONSTRUCTION. CONTRACTOR NEEDS 4'-0"
TO FOU_OW CMUD POLICIES, PROCEDURES, STANDARDS AND SPECIFlCATIONS MANUAL.
SCALE: N.T.S. LE: N.T.S.
REPLACE EXISTING PRIVATE WALKS WITH LIKE MATERIAL. SCALE: N.T.S.
ALL FENCE WITHIN THE CONSTRUCTION LIMITS IS TO BE REMOVED AND RESET OR REPLACED VARIES -SEE PLAN
WITH A FENCE OF LIKE MATERIAL AND EQUAL QUALITY AS APPROVED BY THE ENGINEER. 1'-O" EROSION CONTROL MATTING
MIN. OVER SEED do MULCH
EXISTING CONDITIONS MAY WARRANT BACKFIWNG WITH SELECT BACKFILL BETWEEN HOUSES. _ -
~ 1 B" NCDOT FIELD ENGINEER TO MAKE DETERMINATION IN FIELD. ~
~ ~ CLASS I RIP RAP KEY IN MATTING 'S~ ~ RAP ~ ~ y. 1 •
: 8" AT TOP OF ~
PROP. BANK ~ FOR ALL PRIVATE UNDERGROUND SUMP DRAINS OR GUTTER DRAINS ENCOUNTERED, THE ~ / ,
CONTRACTOR SHALL TIE THE DRAINS TO THE NEAREST PROPOSED DRAINAGE STRUCTURE OR ~ PRELIMINARY PLANS
RELAY THE DRAIN SUCH THAT IT FUNCTIONS AS IT DID PRIOR TO CONSTRUCTION. ~ ~ i DO NOT USE FOR CONSTRUCTION
4,1 - - - - - GRAD
O . CHARLOTTE , SHEET 8 INCOMPLETE PLANS ~
' N ENGINEERING & PROPERTY MANAGEMENT DEPARTMENT'
ALL TREES AND SHRUBS WITHIN THE CONSTRUCTION LIMIT LINES SHOWN ON THE PLANS co 18" DO NOT USE FOR R/W AQUISITION
MAY BE REMOVED AS NEXESSARY UNLESS OTHERWISE SHOWN PROTECTED. WOOD "
AHALL BE CUT AND STACKED FOR PROPERTY OWNERS WHERE NOTED ON THE PLANS OR AS 8'-0" -0 ~ t.3~ MORGAN STREET. ~ ' w a e aoRCn~.oc~
DIRECTED BY THE ENGINEER. J08 N0. FILE N0. DRAINAGE INIPROVE~IENTS
(4-~ IYHIUAL SEi NO. 671-96-704 _ ~~EU I IUN ENGINEERS AND PLANNERS % PROJECT NOSEPT. ~se~
301 S. McDOWELL STREET SUITE 914 AS BUILT DATE
2 SCALE: ~,s .E: N.T.S. CHARLOTTE; NORTH CAROLINA 28204
AND SEA 0NS; GENERAL NOTES NONE
SCALE
SHEET . OF
ESP GF NO. DATE BY REVISION SURVEYED BY PREPARED BY CHECKED BY APPROVED BY DATE

INLET, STD. N0. 20.03 INLET, STD. N0. 20.01
SEE PLAN FOR LOCATION SEE PLAN FOR LOCATION
FLUSH JOINT STEPS, STD. N0. 20.12 FLUSH J~IT FLUSH JOINT - STEPS, STD. N0. 20.12
- - - - - - - - - - - DRILL HOLES IN PCBC ' MORTAR JOINT & - do SET WITH EPOXY DRILL HOLES IN PCBC MORTAR "JOINT - do SET WITH EPOXY MORTAR "JOINT ~C
BEVEL 4 MIN. BEVEL 4 MIN. BEVEL 4 MIN.
~ -
~t , M i ,
1 , ~ - I ~ , - ~ i
a~ i ,
3'-6"
L__--~ 2'-O" X T-8" PCBC 2'-0" X 2'-8" PCBC
OPENING TO BE OPENING TO BE SAWCUT IN FlELD
3'-6" SAWCUT IN FlELD
2'-0" X T-8" PCBC OPENING 2'-0" X 2'-8" PCBC OPENING TO BE SAWCUT IN FlELD
TO BE SAWCUT IN FlELD
SCALE: 1/4" = 1'-0" SCALE: 1 /4" ~ 1'-O"
6" ABC STONE COMPACTED Xu1PACTED COMPACTED
8" X 8" TREATED DRIVEWAY BACKFlLL ~CKFlLL BACKFlLL
SPIKE 0 6" LANDSCAPE TIMBERS PLOWABLE FlLL
TO 8" O.C. , " " 8 MIN. ~ " MAX. MAX.
8" X 8" TREATED LANDSCAPE TIMBERS 1-6" 1-6 1 -6 1-6
" MAX. MAX. MAX. MAX.
6 _
PROP. TOP OF BANK _ ~ . co COMPACTED COMPACTED , - , , ~ c BACKFlLL
II II COMPACTED . _ FlLL MATERIAL ' ` ~ _ ~ i ~ 0
EARTH FlLL . ~-m ,
DRILL HOLES , , ' - ~ ~ ' PIPE DIA. d MIN.
~ FOR REBAR - ~ ` ~ ~ v •
II it I 24' MIN. - < 27" 3
18" - ~4 0 12" O.C. , FOUNDATION 30" TO 60" 4" CONDITIONING
DRILL HOLES MATERIAL > 66" 6"
FOR REBAR p
FlLTER FABRIC FOUNDATiC MATERIAL FOUNDATION CONDITIONING FOUNDATION CONDITIONING MATERIAL - 12" MIN. MATERIAL - 12 MIN. COMPACTED SUBGRADE
OR UNDISTURBED MATERIAL
18` - 0 12" O.C. 24" LONG 8OTT TIMBERS ONLY TRANSVERSE COMPACTED SUBGRADE GRADE COMPACTED SUBGRADE
TIMBER OR UNDISTURBED MATERIAL MATERIAL OR UNDISTURBED MATERIAL
18" NCDOT CLASS I
RIP RAP -
r a 1r-O"
SCALE: 1/2" = 1'-0" SCALE: 1/4
EXIST. 42" RCP 20'-0" 10'-O"
-0'
RIP RAP POOL RIP RAP APRON ' APRON

3' 3' NATURAL
m m CHANNEL I
T I ~ NCDO CLASS
RIP RAP
t0 p N ' r PROP. 2 BIT. CONC. SURFACE COURSE, TYPE I-2,
I 21 .1 AT AN AVERAGE RATE OF 230 LBS. PER SQ. YD.
Z'
SCALE: i /2" = 1'-0" SCALE: 1 /4" = 1'-0" EXISTING PAVEMENT EXISTING PAVEMENT
PROP. 5" BIT. CONC. BINDER COURSE, COMPACTED BACKFlLL MATERIAL F
VARIES TYPE H, AT AN AVERAGE RATE 0 590 LBS. PER SQ. YD.
SEE PLAN
NEW 4'x8' PCBC
6" PIPE 6" SCALE: N.T.S.
MAX. O,p, MAX. GROUT SOUD AFTER
_ _ _ _ _ _ INSTALLING PIPE ~ CUT POCKET
- ~ i FlELD IN WALL OF
' PCBC (TYP.) M N CUT PCB CONC.
INV g~
SEE PLAN
- OR PROFlLE
NEW 15' RCP PIPE 0.0. -
z_ PRELD~iNARY PLANS
1 " DO NOT ~ FOR CONSTRUCTION
GROUT SOl1D - 1 -4 OPENING NOTE: ALL PIPE CONNECTED TO PCBC SHALL ~ PIPE O.D. »
BY PCBC MANUF. M 1 EXP. JT. MAT'L. AFTER INSTALLING BE STRUCK EVEN WITH INSIDE WALL OF PCBC PIPE BETWEEN PIPE k BEAM CHARLOTTE INCOMPLETE PLANS
ENGINEERING & PROPERTY MANAGEMENT DEPARTMENT
DO NOT USE FOR R/W A4UISITION
C
AN THE ,,,~~T,~,, MORG S ET
~ ~o. ~ DRAINAGE #MPROVEMENTS
PROJECT NO. 671-96-704
8 DETAIL - RCP CONNECTION TO PCBC K"-9~ DETAIL - UTILITY T -Y THROUGH PCBC ENGINEERS AND PLANNERS SE". 1997 301 S. McDOWELL STREET SUITE 914 AS BUILT DATE
CHARLOTTE, NORTH CAROLINA 2$204 .LE: 1/4 = it-ON DETAILS
SCALE
SHEET OF ESP GF
NO. DATE BY REMSION 3 SURVEYED BY PREPARED BY CHECKED BY APPROVED BY DATE

_ F
1'-4' 1'-4"
5012" CAST INTO PCBC 1'-4' 4' 4" CONTRACTORS OP11ON: 4 X 8 PCBC 4' 4" 1'-4"
5 X 2'-0" 0 12" O.C.,
RILL AND SET WITH 2" CAST INTO PCBC 4' X 8' PCBC 4' X 8' PCBC
EPOXY 6 MIN. INTO PCBC) CONTRACTOR'S OPT1ON: T ELEV.
I X 2'-0" 0 12" O.C., .SEE DETAIL
~ I RILL AND SET WITH I I I EPOXY 6" MIN. INTO PCBC T W ELEV. " ~6 0 12'
N I ) I ~ I I SEE DETAIL ~ 0 i 2
2'-0" I I o I
I i I I I I I iv I I I " I I i I. W
° 2 -0 I I I I I I ~ ~ W I I I -
~ I ~ I Q I I ~
I I I I I ' I i~l i ' I I cooRDINATE w
0 i I ~ I I I ~t6 0 12 P MANUFA TURER I I I ~
" ~ I I ~ I i ,~5 0 12 I I I " PIPE INV. EL.
1 -0 1-0
I,i SEE PLAN I , i i
i 1'-0" o
I
0 I o r
~ i , ~ ~ T/W ELEV. i 727.50 " NEV. 727.50 1-10
0 °D i ~ i 8
I ~ tp I ~ 6" " 1 0
~o
I ~ Q ~
T/W ELEV. o ~ i
734.50 ~ ~ i . ~
i ~ ~ " r SCALE: 1/4 = 1 0
i
T ELEV. ~ i T W ELEV. / ,
7 4.50' ~0 T/W ELEV. 726.50
726.50
1'-0" 1 " "
8'-8" 12'-0" 5'-0" 6'-6" 22'-0" 22-0 6 6
1
SCALE: 1 /4' = 1'-0" SCALE: 1 /4" SCALE: 1 4" = 1'-0" /
012" CAST INTO PCBC
CONTRACTOR'S OPTION:
NOTES: '01" .C. 5X2-0 2 0 ,
RILL AND SET WITH EPOXY 6" MIN. INTO PCBC
1. ALL CONCRETE WORK SHALL CONFORM TO NCDOT "STANDARD SPECIFIC, 1RD SPECIFICATIONS
FOR ROADS AND STRUCTURES",JANUARY 1, 1990 EXCEPT AS MODIFlED AS MODIFlED BELOW: °
A. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 3/4" X 3/4" CHAT " R U.N 0. iv , X 3/4 CHAMFE
2'-0"
B. MINIMUM 28 DAY CONCRETE STRENGTH:
ALL CONCRETE: 4000 PSE (150 PCF DENSITY)
5012" CAST INTO PCBC C. ALL CONCRETE SHALL BE VIBRATED WHEN PLACED. CONTRACTOR'S OPTION: SEE PLAN FOR
X 2'-0" 0 12' O.C., ~ ~ ~ " " D. BAR SPLJCES, UNLESS OTHERWISE NOTED, SHALL BE LAPPED IN A( 6 -0 1-0 1-0 2 0 " .APPED IN ACCORDANCE , PIPE SIZES
RILL AND SET WITH WITH THE TABLE REINFORCING STEEL lAP SPLICES AND EMBEDMEI ND EMBEDMENTS".
EPOXY 6" MIN. INTO PCBC) E. CONCRETE COVER FOR REINFORCEMENT BARS SHALL CONFORM TO CONFORM TO THE
0 I FOLLOWING, U.N.O., A5 APPLICABLE:
iv r4 X 8 PCBC 4' X 8' PCBC UNFORMED SURFACES IN CONTACT WITH GROUND - 3 - 3 INCHES I
1 I I I
2'-0" 2. FORMED SURFACES IN CONTACT MATH GROUND I I
OR EXPOSED TO WEATHER OR WATER, AND ALL WALLS - 2 IALLS - 2 INCHES ~ I
3. EXTERIOR TOPS OF SLABS - 2 - 2 INCHES o I I I I .
I I ~ i
I I I I I I I i
I I I I I i I I I
I I I
I I I ( 2" CAST~INTO PCBC ~ I I CONTRACTOR S OPTION: 1'-0" ,
I I X 2 -0 0 12 O.C. ° I I I I '
I i RILL AND SET WITH I I I I EPOXY 6 MIN. INTO PCBC)
T ELEV. HW 15 731.00' `t T W ELEV. HW 16 728.50'
I i I I ° I / i
O N 0
2._O" ~ " N ~
1'-4' 1 -4
T/W ELEV.1725.5O' 4' X 8' PCBC O~ CV ~ ~
4 X 8 PCBC W i ~ O
•
i ~4
I
i I I T ELEV. HW15 729.00 I T ELEV. HW15 729.00
I I ~ ELEV. HW16 127.50 /W I T/W ELEV. HW16 727.50
i a~ I i ~ I 2'-10" 16'-0" 2'-1 "
R I I ~ 1 _0
° ~ I i I I O . /ry i I
o ~ ~ I I )
N I I i ~
i T/W ELEV. ~ I -
724.50' + 1'_p" / 0
i
I ~ 1
T/W ELEV. 730.1 M ELEV. 730.00' _ i
i ~
I I I t` i
C~ O~ . ~ ~
O~ S PRELIMINARY PLAN
~o
DO NOT USE FOR .CONSTRUCTION
26'-0" 8'-6"
T/W ELEV. ~ " CHARLOTTE r ELEV. INCOMPLETE PLANS . /W
724.50 47 -6 T ELEV. 729.00 ENGINEERING & PROPERTY MANAGEMENT DEPARTMENT . DO NOT USE FOR R/W AQUISITION -
29.00' 7'-1" 12,_0• 12 -0 ti

X91. MORGAN STREET ¦ 300 MORGDET.DGN A~.
JOB N0. EIIE N0, N DRAINAGE IMPROVEME T~ ,
ENGINEERS AND PLANNERS SEPT.1997 PROJECT NO. 6/1-96,-/U4
301 S. McDOWELL STREET SUITE 914
4 DETAIL - HW12 5 DETAIL H W4 AS BUILT DATE TAI L CHARLOTTE NORTH CAROLINA 28204
. SCALE: 1/4" V-00 NONE DETAILS
SCALE
Q JA SCALE- 1/4" = l'-Om A~ SCALE:
ESP GF
NO DATE BY REVD PREPARED BY CHECa= BY APPROVED BY 3A.`~' SURVEYED BY Ql1

+ ' I
t - , t .ra :r~ t ~ n i i ~ ~ I ~ - .
. i ~ i f , ~
- - - - - f, I - ~ . . 9~ _ ~ ~ _ - f~ - ! ~ r r ~ ~ ~ I ! 1 ,j i ~
r r ( ~ - ~ ` w ~ - ' ~ ~ ~
. ; ~ ;~t I' ~ r I
~ i ~ i r _ - ~ ~ a ~ ~ ~ i ' ~ ~ ~ j ~""n a ~ i' ~ ~
y, _ _...3....... .c - - ~ i r. i _ _ i f
i • _ ~ ~ _ ` ~i ' - c
---ti , : ~i. , ~ tip: _ - - - „ t - ~ ti ~ , 1- ~ T, ~ - I ~ ~ ~ i
. , _ _ . i Z ! J
_ _ Y i F , .J _ . i ~ ~ '
,E _ - ~ ~ ~ ~ s`z4 y 1 ~~`Y,~:Q~ ~d - 1 ;1
r ~ ~ L ' E
~ ' ~ ~ CLEAN OU, APPROX. 140 LF; ;r ~ k ~ ~ t _ I ~ ~ , r ~ ~ ~ , ,
_ ~ ~ EXIST. EL AND STA61 ~ , . ~ ~ ,~~i a ~ 6 ~ , ; I s WITH EROS CONTROL MA G ~ n ~ ~ G
E ~ ~3. a°~~ AND RIP ~ ~ - . ",tJ~ i . i ~ r
- ; ~ ~ „ SEE SEC 7 2 - - ,y .t-. ' ~ ~ i; ~ ~
~ - _ ~ 1 ~ . r. y ~ f , . _ ~ I _
~ ~ 0 - .t ~ ~ j ~ 6' ~~1~ ,8 _ ~ ~ , I' ~ ~ ~
- ~ x s (Q R - ~ 0 - ~ ~ , ~ , ~ ~ ~ 1 - ~ i l,, r i 7
~a ~ .r , ~ ' ~ _ RE L i i rA , F. ` ~
+ , , ~ ~ ~ NCE - - CE~ I ,
_ -1
_ 1 i` ~ ~ ~ CLE OUT APPROX. 30 LF OF ~ ~ ~
_ ~ , , EXIST. CHANNEL AND STABILIZE •i f ' 'j ' 4 3 's, ~ ~
~ ~ ~ JMTH RAP APRON AND POOL . , ~ ~-~Y . ~ ~ ~ SEE /2 dt DETAIL 6/3 ~ ~ ~ ~ ~ ~ j ~ !
~ ~ ~ ~ ~ ~ < i ~ ~
. . ~ ~ ak• ~ ' ~ ' P TOP OF ~ i I ROP. TOP OF BANK '
r r - i ! .l ti. .W ~
~ 1 ~ \ 1\ 0 r ~ ~ - ' ~ 0 W
i ~ TEI~1P. CONS ESMT'. I ' a {
~1 I ~ ~ ~ z ~
t Q T ~ ~ r ~ , `:.k
. ~ TEMP. ST. ESfuIT. - ~ ` - ~ e ~ RETAIN ~EIST.
~ W N WAI~. y {
~ I' ~ ~ ~ - ~r ~ _ _ _ - I , 1 - _ ~ ~ ( ~ ice. r.....~,~. J .~a _ ~ f-___ - -^~k,' I
REMO'~1~ AND REPLACE
~ ~ 4' L NCE C FE ~ y~; ~~y, ~ E . _ ~ r ~
S~ e 5 x,~ _ r:,~. ~ ,~1.. ~ ~ _ 1.c' ~ ~ ~ r; I ~ ~ - -
1 , -1~ - r- . - ~ 1 _ - Q
~ °s o. ~
I 1 _ - ~t - ~ , S r^... 3
j, ~ . 32' e i ~ " ~ ~ ~ ,r ~ A r ~ . ~ W 32 e ~ 1 g m _
b ~ i s ~
^r ~ h I ~ 7'~ TEMP.
_ ~ r1 ~ ~ r _ CONST. ~ a ' - Z . REMOVE AND RESET
} r° l ~ ~ ~ ~ CLOTHESLINE , •~t . ~ _
i ~ ~ _ _ " ~ _ ~ _ _
. . r li ~ - . -
i - ~ _ ~ - -o ~ . ~ j 1,11: ' _ !i~ ~ - 1 ~ ~ _ ` ~ 7t . ~l r 3 2 'r~7 ~ ~ ~ ~
1 I + 0 ~ 1 REI~E AND REPLACE:- ~
1 \1~ _ ' j ~ e e 4 CL FENCE 8 _ ~ ; ~ ~ 6
I_ ~ ~ ~ ~e
- ~ I - c ` . _ _
~ ~ _ j ~ ~ ~ ' ~ d ~ ~ r~ , _ ~ c -
- ' , ~ ~ ~ 3
1 ~ ~ - ~ S i ,1; - e _ , _ -
~ _ ~ ' ~i 7 REMOVE ° ~
H ~ ~ ~ ~ , J
~ ~ ~ ~ 1 - ~
_ ~r ~ ~ r ~ , . ( ~ r ~ <r ~ ! ~ ~ PROP. TOP OF BANK ~ ~ ~ ~ ~ RETAIN EXIST.
4 ry I ~ ~ ' i ~ - Z r~ e ~ z, r ~ ; HEADWALL r , . ~ , , _,f
a~; ( v l~ _ ~ , \1 ~ 80
r r,~ ~ ~ ~ ~ . r--~r--, ~ e ' REPLACE EXIST.
l -.t ~ ~ ~ a l DRIVE ~ ~ ~ ~ ~ , ,
~ _ s~ ~ ~ ~ ~,ti~
` / ' I i ` ~V' ~ j - e 1 ~ M .
~ 1 , t ~ { ~ ?h i 34 ~
r~ r ~ ~ APPROX. 110 LF + , ~
Q • ` i ~ 1 ~ 11 ~ ti` ~ ~ . ~ ~ r . ~ _ 7 i0F EXIS . EL AN ~ ' 1 , . ST~4BIUZE IMTH P RAP o
N r - ? l SEE~S~CTION 5 2 , - 1
tl r ` ` , i Y (H ~ e
,~I aD ay._ _ _ _ ~ - - - . , o - - ,i - - ' ` ~ TENIIP. CONST. ESMT. ~ ~ - - _.~.1.~-- -
1 l ; (yam _ _
I , 4., ~ ~ rr r~ ! ~
},i i n , I ~ i r ~ ~
' i i ~ - - / r
f _ V ' ~ 1 ~ { J ~ ~ e
~ ~7`^ - ~ l ~
JI `t ~ 4S' ~ ~ ~
1 r ~ e ^i V ~
~ , ' D~ a ~ ` 98 \l a1 'yt ~ ~ G, CLEAN OUT APPROX. 140 LF OF '
~ ~ - ~ , EXIST. CHANNEL AND STABILIZE ~ ~ ; ~
~ 1MTH EROSION CONTR MATTI ~ OL NG 9
' 1 AND RIP RAP ' ' ~ J' ~ SEE SECTION 7 2
: , . , ~ ~ 0 E: ` ' ~ N T ~ ~ ~ . ~ 1
~'1- PR TECT THIN TH T N T M . 0 EXIST. TREES WI E EMP. COS . ES T ~ ~ J ~
1 12 DIA. CALIPER AND GREATER. REMOVE TREES WITHIN N ~ ~
r THE TEMP. CONST. ESMT. ONLY WHERE NECESSARY. TREES SEES
r ~ ~ I ~ ~ ~
' ~ 12 IN DIAM T R R GR ATER HA N BE REMOVED r ~ , E E 0 E S
j ~ ; , ~ UNLESS DIRECTED. USE DUE CARE WHEN WORKING
t I AROUND TREES NOT TO BE REMOVED. ~ GRAPH C I SCALE
o - e x _ ~ ~ 20 ~o o ~o zo 3o ao i
~ ~ t a 1 V ~ ~ r
~ ~ F ~ j 1 ~ n ~
N ~ ~c. ~ ~ ~ ~ , 1 f r

/ .r
i ~ i'-, ~ ~ ~ t,' 1 , ~ ~ ~ ~ \ 7 CHARLOTTE r _
0 ` _ ENGINEERING & PROPERTY MANAGEMENT DEPARTMENT
w' ( ir:
~ .j 1
~'y 3oee,,3oo MORGAN STREET ORG N.SHt
r ~ ~ i ~T" !i it No ~~E No. DRAINAGE IMPROVEMENTS
INZA ENGINEERS AND PLANNERS - DEC. 1997 PROJECT NO. 671-96-704
1
; PRELIMINARY PLANS 301 S. MIcDOWELL STREET SUITE 914 AS BUILT DATE CHARLOTTE, NORTH CAROLINA 28204
1 ~ ~ r DO NOT USE FOR CONSTRUCTION 1.20 PLAN
~ 1 SCALE
1, 1 i 1 ~ INCOMPLETE PLANS SHEET OF
DO NOT USE FOR R W A UISITION ESP GF / Q NO. DATE 8Y REVISION 4 SURVEYED BY PREPARED BY CHECKED BY APPROVED BY DATE

.
I r
~ ( ~ r~. - - ~ r k EI~__ J,{ i ~ us r, t.
! i I ~ 1--~~ 9 ' ~ ~ ~ f r ~ I i~ f~ ~ Gt in ~ -L, ,,T ~ _ ~ REALIGN ~i CLEAN OUT ~
C~ ~ Q r ~ ' , ~ ~ Q= 1 r~ ~ ~ ~ ~ ; , , ~ I ~-~P ~E ~ I r~ 0 LF ST. CHANNEL
i ~ ti~ ; , , rx i, ; ; _ , DST I ZE TH RIP RAC ,
° ~ ~ ~ ~ i ~ ~ ~ r-~ ~ ~ -z p. SEE SEC 1 /7~ ~ ~ ° ~ , < _ ~.r ~ ~ u, j
I ~ ; m~ ; ~ I '1 ( ~ t ~ r ~ I t~ 1
I ! 1 ~
i = , , ' !I! i. 1~i ~i ~ ~ , i . ~ ~ ' ! I ~ ' ~ ~ ~ ' ° ~ ALIGN CLEAN OUT APPROX. 70 LF OF EXIST. CH NNEL t~
" a ~ ~ I ~ ' c; ~,'I ~ - STA ZE WITH EROSION CONTROL MATTING do R Pf R - i ~ I ~ ~ ~ A~ ~
~ { 1 1 0 ~ ; i ;,I i Ii ~ ; - 40 LF OF - ~ SEC 6 2 a ~..s-;._.1, it i / ~G 1 ,T ~ ~,I ~ NCDOT CL I ~
' i ~ , . - _ _ ~ i ;i:' _ fi. RIP RAP REMOVE dt RELOCATE I~ i
_ I ~ I , r'. ~ . 1'/V - ~ ~ ~ ' ` ~ ~ SEE DETAIL 6 2 ` EXIST. FENCE , .F~ U~ aim i~~ ill. C) M ,
- - °y" - - ~ ,R,_'b ~ ~I ~ 66' TO PROP. -'.TOP OF 8AN i ~ ~ 6B - . _
9 i i . _ ~ ~ ~ I ~ ii _ _ - . l _ i 4'! ~ I', I ~ _ F . ~ ~ ; ~y ~ i ~ ~ ~
i~, i , n,;, W yi Dl~ ~ ~ , A I ~N4A 19 - ~+r~ tMP - , . _ . i _ - ,_1_ _ _ , t ~ - E. ~
~ ~ ; t r ~ ~ ~ ~ ~ i - 4' ~ , F -
1 > ~i I _ _
, ~ r. j , r_ ~ ~ ; tip, "`~-~~~u~ ~ _ ~f
1 ~i , _ I ~ 1 _ - ~ .
'd I'~ l ~ ~ , > ` ~ t. 1. 1 , r r 1il ~ i ~ - ~ ~
9 ~ _ . ~ . ~ ~ - ^ ~ r ~ d ~ - - _ i ~ - ~ / i it t i I ~ i ~ r~
N i ~ ~ , _ i ~ ~ 4, , _ - . ~ o ~ e , ~ ~ ~ / ~ -
to I 9 ~ ~ .i 1 N , , r i i -
1 9. ~
_A' rJ . I ~ , ' n, _ } i ~Q • i ~ i
t ~ ~ ~ ' 9 o ~ ' ~;ti ~ ~ ° ~ I ~ ' RETAIN EXIS~,w HW ~ i
; ,~c, . , - R~IOVE ,di REPLA i RIP RAP , ~
j t . _ _ t ~ : EXIST. 4 CL FENCE ~ ' 0. W a ~~r. ~ STD. N I t
` f i ~ - _ ~ i i ~ ~
R P. T P F ANK ~ _ _ - . - r , P O 0 0 8 . ~ , ~ ~ , ~ . HW 4, SEE DETAIL 5 3A I ~ ~ ~ i, ~ _ ~ STA. + - - 1. ' w _
9 ~ ' ~ ` B ~,N , 28 13.35 8 , 2 27L . ~f} ; ~ l l o ~ . ' ~ INV, 727.49 nm _ - ,1 _
/1 ~ ~ " . _ _ _ ~ a W _ ~ ~ i ~
1 ' i~l .Lw ~ ~i' 'V ! ~ ~ r' . a,
_ - TEMP. C01~'~. ESMT. I _ ~ ~ r, r I ~ ~ .~r. 4 ~ REMOVE do REPLACE ~
' ~ ~ ~ ` ~ ` - 4' CL FENCE 4 ~ o
W _ , M ',~t~ ~ a
9 1 K ~ ~ W 9 ~ , . ~ , i ~ to .
e RETAIN E7CfST. HEADWALL ' 4 ~ ~ t t ^ 1, 1
I ~ ~ , _ 9 ' ~r , Zr ? ~ 1 ~ ~ ~ t1 ~ ti
~ , ~ 4 ' . I / ~ ~~i `~.~_-___~-cam ~ 4,~ c -
> ~ r ° ~ 2 ~
_ ~ ~ 1 t . 0 tr ~a _X' ~ r~i. 1'
W ~ J ~ ' ~ ~ t
1 1 / - ~ ~
~ ~ 7 ` , - t 1 - • ,r~ ~ _ ~ -~~REMOVE' X 60
+~Q ~ _ ~ , - 4 ~ ~ . ~ ~A ' ~ 0 i
t ~ _ i ~ Q
I 't.. - ` 13 ~ \ + i M • ' REMOVE 36 X 60
= ~ ~ ~ i~ o ' ~~,7 ~ , ~ ~ OVAL PIPE ' ,'REMOVE do REPLACE ~ F a . , ~ : _x ,
f W ~ Z 4' CL CE ~ ~ _
10 - cap ~ ~ ~ '
Z. , e ~ ~ ~ , ,rnr ~ ~ ~ WITHIN SAMPSON ST. I ~ ,
CLEAN OUT APPROX. `40 lF' / ' ~ R/VM USE ASTiJ C850 PCBC ± ~
EXIST. CHANNEL kN0 ~ ~~o ~ I; + ~ ~ ~ ' S IUZE WITH EROSI ` ~`ab, TEMP. CONST. ESMT. - \ -yam, o '~C ~ I , / ~ t ~ ;d~
, CON MATTING ' ~ ~ C T R X ~ ~ ~ LEAN OU APP 0 ~ ~ ~C~U , ~e ~ -tip ` ' REMOVE EXIST. CB A c. _F. - ~ \ ,
U ~ ~ SEE SE 7/2 i RETAIN EXIST. HEADWALL 140 LF OF EXIST. CHANNEI;~, \ ~ ~ a'` ~ ~ ` ~ `w } Q
' `eS ' 1 AND STABIUZE WITH 4~~ N ;t ~ - _ r,~~'~
TEMP T. ~ I ~ : EROSION CONTROL MATTI G , 1~ ti . , r _ , . CONS ESMT. 1 , , , ~ ; _ ` AND RIP RAP
SEE SECTION 7 2 ~ 1 t ~ 52' / r t, a d~~. ~ _
1 ~~tit _ e ,r;' ~ C~~, SEE DETgIL~''~3=~ - ~ r y`. STA. ' +01.0'. 18.13`fft*.=`= ~ _ - _
II , ~ _ ~ r-- , ~ ~ z ATE - _
~ ~ e ` I; _
~ ~ - ~t _ _ ~ / REMQ~IE dt REPLACE - ~ , , PUCE -
~ , I tr i'c ~i Y ' - .Q. _ EXIST: 3 CL FENCE i FENCE - ~ ~ -
~ ~ % - Q ~ ~ ;y i. ~ - _ , , _y..f.._ _ - - . . . - ~ ~ ~
i.. 0 . - ~ ,..9 f_ 1,,'`. ~ t y. 'maw, ~,r~~ ~~.f~ - w ~ L ~ - .
'z'r _ _ ~ ~ RST . , r ~ ~ . , - ~ 1 , ~ f ~ ~ CLOTHE~t]NE r - ~ ' - _ V . ~
_ ~E~t]NE ~ ~ ti _ ,t, u; ~ / r 0 ~ ~ .
i ~ J ~ r o ~ ~ r. , ~ p / -
~ y'~ ~y~' ,1~ t ~ ~ ,
Q ~ ~ i~ ~ ,~r- h"' REM VE EXIST. CB & REPLAN W7~ - _ _ ~1 - ~ , :s h' CB SEE DETAIL 2 3 . - - _
~ ~ i 0 - ---~-r n ~ N2 :1 ~.i'~ ~ e ~ z 6 0 ~ ~ ~ ' / - _ ~ ~~r. ~ " ST . 19+12.83 -C- 6.96 LT. ~ oo ~ i ~ ~ ~ ) c` '
12 ~ Ir_',/, ~t~ , ~ _ REPLACE ~ ~ s ~ I x ~ `''t,- > ATE EL. 735.18 - f , o q, ~ i ~ ~Q, ~ ~ ;
. ~ , 11 g ~ ~ . GRAVEL DRIV7} ~ ~ ~ ~ f
+ ~ ~ \ ~ I - ~ i ' x ' , >K REPLACE GRAVEL DRIVE ~ / r ~ I i ~ ~ ~ / y. ~ ~ ~ ~ ,
~ F~~ ~ ~ ~ CLEAN OUT APPROX. ~ ~ ~ i ~ O
( ~ 60 LF OF EXIST. ~ i f / / '1 , i
~ 1 ~ r _ _ . \ , ~f.F,-', CHANNEL AND STABIUZE x ~ . ~ ~ ~ ~ r Y') ~ t 1 r % / , ~ ,
IM1H RIP RAP j ~ t_ , , _ ~ SEE SECTION 5/2 ~ ~ ~ , ~ / ti ~ ,
` , i ' ,~1 ,t t t REMOVE 36 x 6a'',OVAL PIPE !
, i : ~1 1 4.; ~ ~ I~ ~
~ , INSTALL 50 LF OF 2 _ ~ ~ ti.
' `a, HIGH TIMBER WALL ' r _ _ SEE DETAIL 3/3 ; ~l,
4 - ~ ~ 7 ~ 1 ~
_ ~ _ _ ,~,a~ , 1 ~ ~ . r~ - .
9 {I ' _ - N ~ 1 -____t.. j . ~ y. -f y, JI'~ "
t; / ~ . fir. \ ~ '
i
f ;fir, /~1 TREE PROTECTION a - , ~ , " ' HW 1 SEE DETAIL 1 3A
- STD. N0. 40.04 ~ t ~ 0~ / ~ m ~r STA. 10+37.11 -F-, 10.41 LT.
~ ~ INV IN 7 ~ GRAPHIC SCALE 30 60
~ , 0 20 t0 0 10 20 30 40
. , REPLACE 56 OF EXIST. ~ : ' r /
' 10' SS WITH DIP i ~ . ~ jj >
~ ~ l 2Y 'v' ~ r 1 = 20
~ .,t ~ ~ ~ ` ; ~ CLEAN OUT APPROX.
NOTE: ! _ ~ 12 ~ ry 0 ~ 50 LF OF EXIST. CHANNEL ry"' ~ ~ •
- ~ x ~ x ~ AND STABILIZE BANKS W/
PROTECT EXIST. TREES WITHIN 'THE TEMP. CONST. ESMT. ,.l ~ ~ ' ~'k~ P~ l I " NCDOT CLASS I RIP RAP ~ CHARLOTTE r SEE SECTION 5/2
12 DIA. ALIPE AND GREATE . REMOVE TREES WITHIN ~P ~ CLEAN OUT APPROX. - , ; ~ - ENGINEERING & PROPERTY MANAGEMENT DEPARTMENT
THE TEMP. CON T. ESMT. 0 WHERE NECESSARY. TREES ~ : ~ 4o LF of EXIST. CHANNEL ' ~ ,
AND STABIUZE BANKS W/ 12 IN DIAMETE OR GREAT ~ SHALL NOT BE REMOVED NCDOT CLASS I RIP RAP ' ! ' 23 _ h~~a'
~ UNLESS DIRECT D. USE Q, ;CARE WHEN WORKING SEE SEC110N 6/2 _ ~oee,.aoo MORGAN STREET , ; - - MORQA~.SH2 ,4~
AROUND TREES NOT TO R MOVED. _ JOB N0. FILE N0. DRAINAGE IMPROVEMENTS
. c~ i PROJECT NO. 671-96-704
' ~ 1 ENGINEERS AND PLANNERS DEC. 1997
,~j ~t~~ „F ~ 11 301 S. McDOWELL STREET SUITE 914 PRELIMINARY PLANS AS BELT DATE
I~ CHARLOTTE, NORTH CAROLINA 28204
i - I - ~ _ ~ ~ jp 0 DO NOT USE FOR CONSTRUCTION 1:20 PLAN
~ f A ~ o SCALE
INCOMPLETE PLANS SHEET OF
N0. DATE REMSION ESP Gf DO NOT USE FOR R/W AQUISITION 5' SURVEYED BY PREPARED BY CHECKED BY APPROVED BY DATE

_ _ r ~ ~ t
I ' ~ _ _ ~ ~
~ ~ ~ PIPE COLLAR i ~ - z NCDQT STD. 840.72
i I ~ ~ ~ -!I ` ' _ _ i ,
~ ~f ~ i ~ ~ r i ~ _
19 I - _ - ~ 1 ; ~ ~ I ,
_ , ' ~ ~ - ~ ~ . + ~ i ~ ~ t i
- _ REMOVE` ~ REPLACE ; 3 ' - - j ~ , ' •
2 ~ ~ , EXIST. 4 , CL FENCE a~ > ~ ~ , r _ i ~ -
_ AT PR .TOP OF BANK ~ I ~ i - -_._i ~ - I:. - ~ I t ~ _ ~ _ ~ - ~ i _
CLEAN OUT APPROX. LF OF EXIST. CHANNEL AND STABIUYE WITH EROSION ~ • ~ ~ , _ ~~''r; r i , ' _ y r' ~ - ~ i
a 3~ ~ti ; , ~ ~ . 5kp~; CONTROL MATTING dt IP RAP x ..y ~ i • s . ti it r. ; ~ ~ ; . f~ i r ~ RE '1r ST. CB & REPLACE W
2 ~ ~ SEE SEC110N 3/2 iv ; , 2 , ~ FES 5, NCDQT STD. 310.01 . . , _ ,
~ ~ ~ ` ' STA. 10+25.60 -E-, 6.31 LT, ~ ' CB" p DETAIL 1 3 . ~ ~ ~ ~ ST 1~+ .86 -B-, 21.23 L?. ,
' i ~ ~ y~^ ~ ~ ~ ~ , ~ ~ INV. 726.60 ~ 3 _i. ~ ~ - r - F-, .
_ ~ ~ REMOVE do RESET ~ I N CLEAN OUT APtSROX. 35 LF FENCE REMOVE f& REPLACE ~ REPLACE : , ~ ~ ~ , ~ ° r
~ i,. ~ ~ OF EXIST. CHANNEL AND _ EXIST. 4 CL FENCE R~PLACE ~ ~ ~ REMOVE ~ AT TOP OF PROP. B. CL FENCE a , X21+00 . ~ ~ , 7-, ; y ~ REMOVE ~ RELOCATIJ`., ~ - r GLACE 36 OF 7,~ , - T
r STABILIZE BANKS WITH ~i e EXIST. 4 CL FEN , , RIP RAP ~ - OF PROP. B~ ~ ~ REMOVE ~ RESET ~ ~ ~ - r r i 0 SS WITH DIP EXIST. SHED TO TOE r + ESI.INE - ~ r EXIST .CJ;OTH , .
y ~ NCDQT CLASS e n ~ ~ ! STD. N0. 20.23 _ I_ ~ . OF PROP. BANKK ~ D TAIL 9 , _ RE#01~E ..124 _,X, 6 . r r s
' ~ 85' ~ j~ , ~ e R VE EXIST. CB do REPL ~W - ~ ~V~ PIPE ~f( ' ~ ' Cg 1, , SEE DETAIL 1 ~3
e ~ REMOVE do RELOCATE SHED ® 40 Ft ~ , 1 14 ' t, N , . _ : . ~ _ + 9+00 ~ ' I &~A. ~5+86.20 -B- 22.47 LT:- . 0 REMOVE ,r)C REPLACE ~ r '
' TO PROP. TOP OF BANK ~ - . _ _ ~ ~ as , _ w , `za~oo _ EXIST. 4 CL FENCE 728.05 r ~ ~ 1 e 26 . _ ~ ~ o - " '
f , j rn o o ' AT TOP OF PROP, BANK , ~ . , ~ • ~ ~ o ~ ,,RELOCATE 3s OF EXIST 6 e
p i - ~ , ~ ~ ~ t - ~ , , ° ~ o : "-1NATER AND REPLACE WITH ~IP
i- _ , i ~ _ _ ~ , - , - _ _ ~ ~ ` 3 4~~"w r t, k~,,, ~ «r
. , ~.fn, ~.~r~~..al~~~~...fi~..r.aprr.a~sr,,,,,~.~ _ 00 r - ~ ~ ti,-r t X. _ r - ~ I ~ 1 0
_ _ ~ ~ i r; ; . _ - ~ ~ ~ ~ 4 ' - REMOVE ~04~ . „
r _ , _ r _ ~ r ~ ti OVAL x ~ ,
_ t._. _ j _ . _ _ _ f' O ~ ~ i _ ~ .rn i~ a~ ~ u ..~'-Vw".L ~.a..~.wR..~.~I~,R ~-mow. - x .
~
~ " ~ _ _ _ TO BE RELOCATE , - - r , - - ~C ~i - . err ;~'~'7~ ~ ~ ~ - _ ~ .n _ - - err " ~ ~ - - ~t
.23 ~ ~ TO TOP OF BANK'
r ' ' BY 0TH RS - - • pr w...:.. r I _ - -
0 ~ ; : p , . 0v ~ ~ ~ ~ , ~t v ~ I ifi _ - , ~ ~
e ~ ~ I ~ 50 OF RIR;_ RAP VE do REPLACE ~ _ ~ ~ . . _ _ _ _ ;r, Y (2) 1 5 - 04 x 8 CONC. 803 . - _ ~ ? o ~
52 e ~ CENTERED,#+I ~REMOVEf~ REPLA( e - , EXIST. 4 CL FENC PIPE OUT'L~I; ~ , 4 CL FENCE.. j .
e + ; AT TOp-OF PROP. ~ 216' e STD. N0. 24:23 L 1P ~OF _PROP. `~AN~'" ~ , . .a
_ EE SEC110N 1 /2 ~ ~ ~ ~ r~ I _ ~ ~n _ H _ 41' N _ _ _ e
REMOVE PROP. TOP OF BANK _ - _ , -
EXIST. H f- REMOVE AND I ~ ; ~ i - - ~ ~ • ~ ~ o ~ USE ASTM C85 ,PAC ,IWITHIN e ~ ~ e ~ e , ~ „ ' BIACKMON S ~
RELOCATE SHED TO ~ ~ ` ~ - 50 REMOVE ~C RESET ~ t 213~iREMOVE do REPLACE m '
W PROP. TOP OF BANK CLOTHESLINE FES 8 4 NCE , EXIST. CL FE ~ , ; ~ ~ ~ REMOVE dt REPLACE r ~ T BE '
~I REMOVE do REPLACE STA. 22+29;71 ° -B-, 4.88 LT. • ~ EXIST. 4' L FENCE ~ NCDOT'STD. ~ N.. 310.01 4.88 LT. a AT TOP OF PROP. BANK ~ . - EXIT. 4 SAS 0 , , ~.Lf 11 : , x; ~ EXIST. 4 CL FENCE HW g RE~0CA1'ED BY OTHERS
P P OF BANK I REMOVE do RESET SHED ° AT ROP. TO ~ , . ° INV. 7 .80 ~ , ' AT TOP OF PROP. BANK SEE DETAIL 2 3A 7 ^
2 ~ _ ~ x ~ ' ' STA. 19+29. -8-, 2 95 Lta ' rn - - ' x VJ INV. 721.10
' ' ~ - o i -
' - 2 k ~ , ! Q ~ i ~ , ; _ • _ I REMOVE & RESET o+ - '
L ~F ~ W EXIST. CLOTHESLJNE x - - " ' ' ' ~ ro 31 ~ ~ a~
3 ~ I, ~ v Q ~yM., F ~ ~i i ~ ~ ~ ~ ~ W h ~ dry; ; j i
O / a. V I _ _ t , r C a - 1
~i - 2 1 p ~ _ ~ ,
o ~ + ~ ~ s i _ ; ~
W ~ ~ ~ ~ N ~ _ ~ - ~ U
t I _ 1 i , _ j , ~ ~ ~ I: ~ ~ ,
` i , ~ , , ~ i t, ~ I ~ ~ ~ ~ , LL.1
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z _ ~ ~ i I I i } + Q x ~ . : j ~ ~ r ' i. A ~ 1 1 / ~ l~ a YF 1 ~ z
- ~
i it ~ ~ ~ ~ `__~r. T + ~ ~ ~ ~ 3 1 ' ,'i;
i , ~ ..L- ~ r
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_ REMOVE 15 RCS I E- ~ ~ i o _ _ , - ~ i L' i
Q i '
T..____._ ' " r i
, . - . , I i I ~ C i
~ ~ EXIST. 2' GAS TO BE ' 1 . ~ 1-` ~ 1
_ , : ~~+oo - - _ _BE~.OCATED BY OTHERS i _ • ~ ~ ~ r
- - ~ ~ - ~ _ i , ' ~i 7 1
- . , _ ' 1 ~ ~~n~i ,f ~
_ _ _ s - i +oo _ _ 1a R6p REkI$~- . _ . _ I
, - - s22~a , _ a _ _ ` - ~ i
8 37,.E _ . - _ - _ . - _ _ - ~ REMOVE EXIST CB ~ a
- _ ~ AND REPLACE W r4~ . _StOp < • Rap / - - ' - - - - _ 'a _ _ ~ CLI
_ v ~t~o STA. 10+70.66 -D-, 11. RT.
. _--zt~. - - _ _ ? 0 GRATE El. 73fi 26 _ _ , ~
- _ _ - ~ INV. IN 726.65 ~ - ~ ~ ~ .___.~-..~._yYl~ ~ ~ t -
N , - IN F - u _ A 1 ' OF EXIST. 2" WATER - _ . _ _ RELOC TE 8 _ _ t
. _ - 18 ;RCP 0 1.OX ~ _ ~ , a - - _ - _ ^ AND REPLACE WITH DIP ~
=18 "RCP ®1.OX _ h • . '
- - -
~ _ _ _ _ _ rv Q.
_ - at n ~
B ~ ~ _ 2$
- - ~ x ° t ' ~ REMOVE EXIST. CB & STA. 15+88.83 C , 1.29 I_T. ~ a o
' STD. N0. 20.01 ' ~ o REPLACE WITH CB 6 CB 68 1 ~ e a Rc 44 ~ , 1.46 -C-, 5.B1 LT. P 0 f
GRATE EL 733.23 ~e ; STA. 14+59.22 -C-, 1.56 RT. STA. 14+08.46 -C-, 5.1 f INV. OUT 728.05 ~P t STD. N0. 20.03 STD. N0. 20.01 6, pX D.Ot
I ~ ~ GRATE EL 731.33 GRATE EL. 731.91 731.91 14 ~ ' 2
~ m~ ° INV. IN CB 6A 727.30 INV. IN 727.86 m ~ INV. IN C8 6B 727.30 INV. OUT 727.77 '.86
INV.OU 726. 27.77 F ,
i ~ , 15' PERMANENT STORM
~ , DRAINAGE EASEMENT ~ ,f.,..
' ~ + I` . ~ _
' ! , . ~
i , ' GATED THROAT CB 6C, 10 ELON
i 1 ~ STA. 12+37.79 -C- 62.37 LT.
j C SCALE sTO. No. 84o.os GRAPHI ` 43 GRATE EL. 743.25
V. OUT 38.48 20 i o o ~ 0 20 30 40 7 IN ~ ,
j
~ ' ~ 1 = 20
. ( t i
, „ 1 ~
~ ; - - ~ - i
CHARLOTTE
NOTE: - ENGINEERING & PROPERTY MANAGEMENT A M
l `
PROTECT EXIST. TREES WITHIN THE TEMP. CONST. ESMT.
12 DIA. CALIPER AND GREATER. REMOVE TREES WITHIN MORGAN STREET ¦ 30891.300 MORGAN.SH3
THE TEMP. CONST. ESMT. ONLY WHERE NECESSARY. TREES No. Fi~E No. DRAINAGE IMPROVEMENTS
...ff . err. i.~ i • ~ ~ .~~~r r~r r~rf ~n~ irn - r.~r. irn~• ?in n~~ An ~A A
12 IN UTAMtItK UN GKtAItK JtiALL NUI tSt KtMUVtU i IUD ENGINEERS AND PLANNERS - DEc 1997 t- KUJtU I NU-
UNLESS DIRECTED. USE DUE CARE WHEN WORKING 301 S. McDOWELL STREET SUITE 914 AS BUILT DATE
AROUND TREES NOT TO BE REMOVED. PRELIMINARY PLANS o I i -yo iu~ CHARLOTTE, NORTH CAROLINA 28204
PLAN DO NOT USE FOR CONSTRUCTION 1:20
SCALE
INCOMPLETE PLANS SHEET aF ESP GF
0 NOT USE FOR R /W AQUISITION REVISION APPROVED BY DATE 6 NO. DATE BY SURVEYED BY PREPARED BY CHECKED BY

~x
. --r ~ _ _ i
. _ . . _ _ ...c-,._._.., P
_..r . _ . {
! HW 15, STIj. FI6._ 2O:f6 - - - - - - - ~ - . _ . _ _ - u . STA. 18±46.41 -A-, 30.22 RT. _ . _ _ _ _ _ .
~P . ~ INV. 30~ METAL 725.48 _ ..~_.w - _
NCDOT CLASS I RIP RAP Q INV. 60: CMP 24.79 ry x ~
STD. N0. 20.23 ~ SEE ETAI~, 6 3A m ~ ~ ~ HW 16, STD. N0. 20.16
' ' ° ~ ~ +4 .61 -A- 20.41 RT. ,~a STA. 18 2 , ~ ~ r~
' ~ ~ ~ INV. IN 36' RCP 723.25 ~ ~ w P
~ INV. IN 42 CMP 723.52 ' SEE DE AIL 6 3A / w 4.
VE EXIST. CB & REPLACE W FES 2OA, STD. 310.01 . ~ ~ REMO / ~ A+00 '
' ~ ~ , " 17 5TD. N0. 20.01 STA. 17+07.69 -A-, 12.73 RT. ~ C6 , DITCH
' INV. 722.04 DIT - ~ , ° STA. 18+15.41 -A-, 2.27 LT. _ . _ o ~ SEE SEE DETAIL 5 3 I' ' `
_ _ - - - ~ GRATE EL 726.80 REMOVE EXIST. CE3 do REPLACE ~N/ 15~ PIPE COLLAR, NCDOT STD. 640.72 _
s, - ;CB ~ 18, S'T71 _N0: 20:04 - _ _ _ _ - . _ - - :v INV. OUT 7223} ~ _ - _ _ _ t . T- .T , ~ ~ , z _ - . _ ~ t 1 i~)~ l i 4 t ~ t 7, ,t t S r k k~ i!~ i i~ 1~ ~ r-fir <-•-~<~-.K.~_.,_.._,_~.. - _ j5#~g-- . _ _ _ _ _ ~
`~'~C' - f- ~ 3' A * , ~ , GRATE EL 727 _ _ _ ~ . , _ - ~ ~a ' f ` ' ATE - _ - - - .~....~~,g6_ - _ . _ _ . _ _ _ _ _ _ _ ~ . . _ _ _ I
INV. IN 721.05 - REMOVE EXIST. CE3 & REPLACE W/ oo
~ INV. OUT 721.00 ' CB 20, STD. N0. 20.01 Y _ - STA. 17+07.80 . -b r , , ~
. _ _ ~.z:-.~~ - _ - - - - - - _ - - . _ . t,~:,
_ _ - _ ~ _ - ~ ~ ~
~ - ~ ,e ~ - _ _ - - . COVE EXIST. ~ ~ - _ _ t - - _
- _ _ 3O'_ R R K -y.. ~ , . t;~
- - -g Y----•~ _ ~ oo r~ , REMOVE EXIST. CB do REPLACE W _ _ - y _ - - - - e4 . _ - . -
~ 21, . - - _ . ~ - .
REMOVE EXIST.. r? \ . ~ ~ i •4`, : ~ STA. 17+08.13 - A-, 28.44 LT. - _ . k _ _ _ - _ _ - _ 30'_ RCP ~ ~ GRATE EL. 724.70 : _ _ -
_ REMOVE cam` ~ ~ INV. IN 720.98 EXIST. - 0 k
- - - _ _ " _ 30~ RCP - - = -lhlV. OULJ2Q.$8 - - - . _ r
N
Y - , - ~ ~ ~ _.r._- - - REMOVE ~r _ _..w. y.;,t OCR ~ " _ ~ . ~ , -
. - - _ - - - 213' _.x EXIST 'r ~--~-W - - in ...rl!. ~ . e - ' _
a _ 1 PIPE ~ . _ -R-- - _ , - a~ ~ S ~ ~ 1 , _ _ ~ _ _ - h 1 w.~ N -
' FES 22, STD. Nd. 340.0 „ _ _ ~0 10 STA. 14+11.90 -E3-, 24.59 1 - ~ ~ ~ I ~ _ f..._~.. . ..,.rte i
_ FES 19, STO: H0. ~ ~ ~ INV. OUT 720.21 - " ~ i ~
. , ~ , ~ STA. 14+25.0~~.-E3c .1~2 RT. ~ ~ . - - SMT. TEMP. CONST. E _ ~ ~ ~ 3 i, ~ ,
_ INV. OUT 72O.tt}{. - _ - - _ _ f' ~ PROP. TOP OF BANK ~ ,n r
. , . - ; _ . t. e .r !
~ ~ i i~ ~ i
~ ~ U ,,;.~~+?+~~rrr Tit- . ~ y ir,, ' ~ „ 22 ~ ~ ' 3' I
_ ~a_ - _ . i i r_ _ , , - ~ TEMP. ROCK CHEG~K DAM ~ { i
0 - ~ ~ - c ' USE NCDOT CL. I SIP RAP
a.~ _ TD. 30.10 ~
0 ~ ~ 9.p3.~ o-
. ~ - ~ aj ~ ~ ~ - i 13+0p ~ ~ r' ~ ~ ~
~ _ ; } r~ _ a _ _ \ / ~ ~ 7-r' , i
- _ _ - ~r - , , f " . _ _ ~ ~ _ ~ ~ ~ f ~ i
_ ~ I l tip- i
~ 12t ~ ~ 4 i I r~ z~r,7 ~r ~ _ 1 _ I~~ t
~ - i4 i C a ~ i ~ ~ _
~ ~ ~j~ I < ~ f r 1 - r ~ I. 1 ~ ~ .v~ i~: ~T
r n ~ ~ .7 V / I -
i I i ~ - ~ 1 r.~ ~ ~ ~ ( ~ n't~ - . ~ ~ ~ _ ~ i ~ ~ ~ r
I ~ E LLJ ~ _ ~ e i ~ , ~ 133 ~ ~ ~ ~ _ - ~ i - r j
~ ' ~ _ - ~ { ~ i ~ ~ >-~c ~ ~ ~ : o-, ~ ~ ~ ~ ~ j y~ 4 - ~
' ~ ~r ~ , ; i _ _ - ~ ? ~ „ ~ ~ ~ 1 _ _ ~ -r.lr X, I ~ ~F00 _ _
V J i i~ 3 r ~ i ' - ~ ~ ~ ~ - ~ r }Y)'~G. - ~ , ' ~ ~ ~ ~ - _ ~ _ {
, _ Q - ~ N .y d i ~ ~ ~ ~ ~ I l ~ % C: ' I I _ r
i ~ R w . . r - ' f" _ ~ i v ~ ~
U R MOVE AND RELOCATE SHED ' ~ i ~ ~ E r ~ ~ = ~ ~.e ~ ~ 2 i
TO TOP OF PROP. BANK - ~ _ ~ ~ ~ r ~ ~ , f' -J ~ , i ~ i i ~ - ~t-~ f
m - ~ i W ~ - l ~
~ ~ ~ ~ ~ ~ { 1, ~ I 4~ i I ~ - ~ ~ ~ I i- `i - i ~ ~ i j j
Z SHED ~ - REMOVE AND RESET ~ ~ ' _
~ ~ - - -
11 _ I ~ - ~ ~ .
~ - - ~ _ ~ a '~1 ~ _ b - ,.K.
3 , . . ; U - - - h ~ ~ ~ b ~
~ ~ ~ CLEAN OUT APPROX. 190 LF OF EXIST. I-' CLEAN OUT APPROX. 5o LF OF - ~ • ~ CHANNEL AND STABILIZE WITH EROSION EXIST. CHANNEL CENTERED ON
~ o Q MATTING do RIP RAP CONTROL PIPES AND STAE3ILIZE wITH RIP RAP i ~ ~ ~ i ~ ~_____~i ~ h' i~~ ( ~i j ~ ( i ~ (Y I
- SEE SECTION 3/2 . N0. 20.23 STD TEMP. CONST. ESMT. _ - _ ~ ~ 15 PIPE C~LLAR~. t , . ~ , ± ,
SEE SECTION 2/2 ANK PROP. TOP OF E3 ' ~ NC OT STD.' 840.72 ' 1.
_ _ n _ _ CLE , , ,i__. , AN OUT APPROX. 350 lF OF EXIST. ~ ~ ~ . i
o ~ CHANNEL AND STABILIZE WITH EROSION , ~ ~ ~ r i ~ ~ 3~
~ ~ ~ ~ 140 X 4.5 HIGH , 1 _ - REINFORCES EARTH WALL AND RIP RAP FES 23. NCDOT STD. 310.01 CONTROL MATTING ~ I r I
- _ ~ ~ - ,r SEE DETAIL TAIL 4 2 STA. 10+55.80 -B-, 19.53 LT. ~ ~ j ~ ~ z SEE DE ~ , ; c, INV. 719.20 ~ ~ ~ ~ ~ ~ ~
. ~ - _ ~ o / _ _ - - _ , ~ ill - - - _ - ; I It` ~
- -
I ~ - - TO BE RELOCATED
' - - _ ~ TO TOP OF PROP. BANK . - _ -
~ < = BY OTHERS . - ° I
~ ~
~ ~1 -
o r ~ 15 PIPE COLLAR ; _ _ = - NCDOT STD. 840.72
3 ~ ~
' ~ ' ~ ,
- ~ FES 14 NCDOT STD. 310.01 - ~ ~ ~ ~ - T. • = ~ ~ ~ ~ ~ ~ ~ STA. "~6+44.24 -B , 3.11 R
l I m tNV. 74.45 NOTE:
_ v SMT. fHE TEMP. CONST. E
~ ~ ~ K . 70 LF OF EXIST. CT EXIST. TREES WITHIN THE TEMP . CLEAN ouT APPROX PROTE 3~ ° ~ ,~i . ~ F,, - CHANNEL AND STABILIZE WITH RIP RAP GREATER. REMO N
. ~ ~1~ ~ DIA. CALIPER AND 12 ~ o / ~ ~ ~ , TION 1 2 x, , SEA SEC / REMOVE TREES WITHI
- ~ ~ ~ ~ ' ~ ~ TEMP. CONST. ESMT. ONLY WHERE / a s t TH E ARY. TREES WHERE NECESS
e - ~ ~ HW 12, SEE DETAIL 4/3A AMETER OR GREATER SHALL N~ ; ~ 12 IN DI E REMOVED L TB GRAPHIC SCALE
- ~ ; . / ~ - ~ , - STA. 17+05.62 -B-, 5.36 LT. ~ ~ SS DIRECTED. USE DUE CARE WHE . _ _ _ INV. 719.54 U N LE ARE WHEN WORKING
~ . OUND TREES NOT TO BE REMOVED. 20 10 0 10 20 30 40 COVED.
~ AR ~ a _ _
- i - - ~ - - , _ ~ 1 = 20
I ~ - ` -
- / ~ . 4, F ~ i a
3 . (2) 195 - -~$--P ~ 0. ° ~i~, CHARLOTTE
, . ~ - - ' 1 - _ I _ 1. A AG MENT O~PARTMFNT
INV 721.58 1 ~ ' ro - ENGINEERING 8c PROPERTY M N E
~ c ' ' ~ "~W~~ 4
, E gg' 4 _ - _ t - -r' THE T ` MORGAN S E
~ 7 ~ i~.~-.. ~ r' , . ~ ~ 17-15 RCP02.47X . 3o~t.aoo ~oRC~w.sf+~
t~ ~ ~ i ~G r-+, JOB N0. fILE N0. NT DRAINAGE IMPROVEME S
_ _ - _ _ _ o~n irnT nin R71._a~_711d
CLEAN OUT APPROX. 60 LF Iui ENGINEERS AND PLANNERS DEC 1997 , " '
o. AK r ! OF UOST. SWALE 3 AS BUILT SATE
SEE DETAIL 5/3 PRELIMINARY PLANS 01 S. McDOWELL STREET SUITE 914 CHARLOTTE, NORTH CAROLINA 28204
DI 13, STD. NO. 20.13 PLAN DO NOT USE FOR CONSTRUCTION 1.20
STA. 17+22.81 -B-, 25.00 SCALE
(MATE EL. 724.50 INV. EL. 722.00 srUt INCOMPLETE PLANS
1 j I 1 ESP G
SURVEYED BY PREPARED BY COCKED BY APPROVED BY DATE DO NOT USE FOR R/W AQUISITION NO. DATE By REW"

I I ! i" _ s i 747 743 C8 2 , 743 725 ~ , . . , 725
747 - - - ~XtST.~f#W- _ I I -EAST. 30 x 42' OV PIPE ~ _ I ~ ~ 742 724 _ 724
I ; ~ 746 742 ~ .r-,~._._____.._ _ 746 ,_u ........,.M._.d._....... _ _ 1 -
745 a E iST, CHANNE BOTTOM ~ ~ I~_~ I . 745 741 EXIST. HEADWAt[.. - _...w._.._.. I I { ~ _ ._....w a.._____..__ _ --4 PIPE" ~,,G._. 741 723 ; ~Cp _ .723 , _...w._.._.. - x
2"~_.01~CC" ~ ~ ~ k ~ II a A ( ~ ~ 0 _ ,...740 22 TIC 7 1;9)X N~? 722 -
744 ' ~ ~ _ ! 4 739 „ ~ ~ I 1 ..ST. ~ H OW ~a 739 721 72t
743 PR . CHANNEL. BOTT0~1 7 3 _.w i, 1 ! I ~ ~ _ r...__.,..-- ._..s_..__.. ._....u.~__.._. -__..r...,.._._._. I, , 4 742 738 - ~ ' ~ - - r_ IN17. 21. 9
742 , I _ ~ ; ~ , I .,.u.++. n..+.. ~.+n~. - - - :.~.....w:~ .._A..... 738 720 _ 720 .V 4 N. } - 1 -~~t - _ XI~T. 6 WATfR
T _ I , F 741 737 741 ! w_..=.-._:._ „ : , _ 737 719.. , ~ 719 , ~
~rr . _~.w _ _ _ .G 1NV. 41.38 ~ _ 1- - - ~ ~ _ I 740 736 NV. 37.70 ~ I ! ~ -4.64 -4..64 _ ~ ~ ~ 736 718. i . 718
740 ~ ~ - I _ i ! ~ _ _ - " _ 735 717 717
' 739 735 I t 739 ~ I . . _ ~ 1NV.7 734 716. ~ _ 718
IN .738.52 ? r ' ~ i 738 734 I 738 ~ ' ,
0 +20 +40 +60 +80 1 +20 +40 +60 +80 0 +20 +40 +60 +80 1 +20 +60 +80 2 +20 +40 +60 +80 0 +20 +40 +60 +80 1 .o +40
PROFlLE IS CENTERLINE CHANNEL (SINCLAIR ST. TO PORTER ST.) PROFlLE IS CENTERLINE CHANNEL NE CHANNEL (PORTER ST. TO WIWAMSON ST.) PROFlLE IS CENTERIJNE PIPE
M M 4
, ~ ~ , ~ EXIST. i I ~ i I. _ . _ _ f._:._ ~ 737 ~ ~ _ _.__I _ . _ _ _ _..w _ _ _ EXIST. OE1N0 ELE ~ i ~ 1 ~ 737
I I . ~I~~W i ~ ~ W 1 i ~ - _ t _ 736 i ' ...735.18 ~ 3 . ..,.._....w-- ~...w _w __...._.a_____~____..-..__._.__ .,k......__
736 V'--a I . r~~r - ~ ~ , 735
11 i ' ' 735 ~ ~ _ I i I ~ _ ~ Y..._ _ I ~ i ~ --T--~ E 734
t I ~ Z ! 9 ~ ~ _ I f~ , A ' i I i , M II ' 734 _ _ - , i ,
~AN-B-....- ~ ~I - -f_ ~ t j • ~ ; - _...w__ .
. ~ 733 - _ _ _ _ _ _ _o__.___ _ _ - I ~I T f f 732
732 - ~ _.~..._._..w ' ~ ~ - ~ . ' _ 1 ST. CHANNE BOTTOM 731
-1:14 i r _ _ , INV. x ~ ~ j i 731 ~ _w _ _ - _...a.._....__..___-.. ._A , ~ BY ._.r
~3: 4s_ _ Y.__.._ _ _ _ ~ - I I ! I 730 ' ~ ~ ~ ~ ~ 730 ~ i i Pi~.~ ~kI,~PlNEL TXOk~ 729
_.M..______. _ .._.___...F. . t .._..._._~._._-.-..a.._......_..._.f EXIST. 10 S5 W IP /0 I INV 730.6 INV. 730.60 ; I I
729 _____m__ e _
728 ~ I ~ _ _...____TM._ _ I ~ I 728
I ~ - I - ( - ~ I i 727 I . 727 ~ ~ ~ '
I + I ~ ~ ~ , i - 1NV. 727.4. lNV; 7.36. , _ 728
726 t
0 +ZO +40 +60 +80 1 +20 +40 +60 +80 2 +20 +40 +60 +80 3 +20 +40 +E 4 +20 +40 +60 +80 ~ 5 +20 +40 +80 +80 6 +20 +40 10 +60 +80
PROFILE IS CENTERLINE CHANNEL /PIPE (IMWAMSON ST. TO NSON ST. TO 4~ X 8' PCBC)
~ z W 9. 729 i
XlST. CHAN BOTtOM I ` - i ~ 1 729 ~ i , _ 1 ~ _ w_._____ s
PROP. AN~~L'~T~O~TQM i j ~ ~ 728 ~ ~ 728 ~ ~ , ,~.._._w.._.
, 727 - - - ~ - - - - - . RIM ?,26:05 ~V~ ' 727
1 ' ~ 1 ~ - _ . ,
726 _ -#I- ~ ` ` ; I ~ ` I ~ ~ ..,_.._._._._._.f..__._._._.~...}._______ _ r ~ 1 ~ 2 95 - ' , 725
I 725 ~ i I _ 724
{ , ~ 724 ~ __.____w__ ,
~ - ~ I - - r ` . t I _ _ ~ _ , . ~ ~ - 723
Q ~ ~ 723 _ i - ~ { - ~ ~ x3111' t~E~~~ 7 22
722 I i ~ ~ - ___1._ - --------t-- ------f---. _ - I I _ } _
I I i . . 721 s ~ _ 6. YV 1P'" 721 , _ 2
- ~ ~ 4 ~____._..__...__~.A 720 ~ ~ _ - - 7 0
r--- - , 'a j ~ - : . _ _ . _ { 7211 72 _ - - _ INV.. 1.1t1 ~ _ ~ N; .3 1 . 719
719 -
+40 + +80 1 i + +4O +60 +80 12 +20 +40 +60 +84 30 10 +24 +40 +60 +80 11 20
+40 +60 +80 7 +20 +40 +60 +80 8 +20 +40 +60 +80 9 +20 E!0
PROFLE IS CENTERLINE CHANNEL /PIPE (4' X 8' PCBC TO E 3' PCBC TO BLACKMON ST.)
I i ~ ` ~ 727
} ; 727 I 7 ~ ' I r ..a....___._. .___.__.._--...i.____.. ~ ~ ' 728
- i ; E .725.5' f~ I ~ M ! 726 _ _ I f~___ t_ i
. ~ _ ' 725
725 ' s ~ ti ~ _ _ A _ ^ 195;_4' ~ I - _ _ _ ~ _ . _a___ __w.._ _ s . 724 l , ~
724 X 8 l-_.__..:.___.__.~~._._--_.~.. - ~._._..______._.I . { _ _~~_____~~_-._.~.__.r . _ - i i _ 723 ~ ,
~ ' ~ ~ i I ~ i ~ ~ ~ v 723 t..._____. _ _r._____.. :
~ ~ I I i 722 ~ ~ ~ ~ i 1 1 ~ - - ~ 722 f J 7 ~_..~.._.~__...._..~_...~.._.r...._._._.~_.... f , - 721
721 t ~ 1 i _ ~ ' ' r.- t ~ ~ _ I i ~ ~ 720
720 .I_.._ \ ~ ~ _.._.,......_,.._t__ _ _ - 1- . _ .
- - ~ - i ' _ ~ ~ ~ . fi.~._. I ~ _ i ~ I 719 m ~ _ ~ ~ - . I 719 , , _ w_~. ......~.....~:-T__._..~__.__. 4 f _ 718
_ _ - I I W 1 ~ ~ ; I _ - i ~ r_, _ _ _ _
I } i ~ i I ~ ~ ~I ~ ! _ 717 T__,~
717 ~ E -.-a-~._ -9_. ' - ~--~--~--.r ~ - - - r ~ 71s „
i ~ - I ~ i I r . ~ I ! t 716 i . _.._._.M. Q ~ _ _ _ i I " R 18" RCP 36 . __M.~._... __.__._.~_.~_...____~.~.___.,._.___._.____...~.~w _ .
t , . I 715 ~ i ; j ; ' _ _ _ _ . t ' 715 i , _ ~_..w_._...~ t_...
! I i ~ i I . ~ i j fi-- . - r € ; ~ 714 ~ 1 r
714 i 3
+80 13 +20 +40 +60 +80 14 +20 +40 +60 +80 15 +20 +40 +60 +80 16 +20 +I +40 +60 +BO 17 +20 +40 +60 +80 18 +20 +40 +60 +80 19 +20 20
PROFLE IS CENTERLINE CHANNEL /PIPE ((2} 4' X 8' PCBC T X 8' PCBC TO HOSKINS RD.)
727 i ~ . HW ~ 727 736 { _ . . _ _ . _ _ _r.__.. _ ~ _ _p.._w_ _ w . _ _ _ _ _ _ _ f 736
I ~ „ 1 , j 726 ~ ~ ~ ~ ~ 726 I A ~ ~ , 735 t.~_._ E' 735
~ I s . 725 I , 725 734 . _ ~ _ ..w___;_....:..~~__._~::~_:._......._.__ 734
~
724 ~ I I 724 . 733 733 ~ :732
723 I VE~T~„ 723 732 _ I ..~_____.____..I__4...~._..-_.. ~ 6_._~._,
, ~ ---~-W------_ _ _ ~ 722 w ~ I ~ ~ 722 731 ~ -731.3 RIM 3731:26 i i „ ' ~ _ 731
721 ~ F ; ~ ~ ~ 721 730 i s. ~ PRELIMINARY PLANS i ; ~ 730
t _...____..r..,......._.._- DO NOT USE FOR CONSTRUCTION
720 w ' 4 ~ + , I 720 729 26 2 RCP. ~ ~ 729 ~...w...__._._
719 ~ ! ~ 719 728 _ _ ~_w. CHARLOTTE 72a INCOMPLETE PLANS
E ST, 2 GAS I Tn 8E ~ ~ 718 i i ; 718 727 ~ IN RING & PROPERTY MANAGEMENT DEPARTMENT 727 ENG EE
_ ~ -95,.____.x_.___._-_ _ DO NOT USE FOR R/W AQUISITION
717 ~ I, 717 726 lNV.7 .80 - __.,_.n..__._ _._.__.__._._..w_..__._._._..._ ....~.Y.-.. 7 ; ~ ~ ~ ~ 716 EXIST. I INV.i 6.65. _ 726 EXIST.' .
16 ~ , „ 725 .72 ~ : , ...~,d . __...._-.r. _ 725 MORGAN STREET . 3oe9t.3oo ~oF.~cx~
I ~ ! !N .725.80 , 715 ~ 724 . 725.80 ~ ~ Fi~E aa. 724 ~ No. DRAINAGE IMPROVEMENTS
714 i # 714 11 723 r I ! ? 723
ENGINEERS AND PLANNERS SEPT. 19 PROJECT 671-96-704 1-
+20 +40 +60 +80 20 +20 +40 +60 0 +20 +40 +60 +80 1 +20 +40 +60 + 301 S. McDOWELL STREET SUITE 914 AS BUILT DATE 60 +BO 2
PROFILE IS CENTERLINE CHANNEL PROFILE IS CENTERLINE PIPE CHARLOTTE, NORTH CAROLINA 28204
1. _ 20 HORIZ., 1. g . VERT. PROFILES 4
SCALE SHEET OF
ESP GF
REVISION DATE 8 NO. DATE BY SURVEYED BY PREPARED BY CHECKED BY APPROVED BY

~ x
- f i { 729
EXI . HW , - : 738 729 , _ ;729 729
_ ~ .5D 737 728 728 728 _ : ~ ; . - ~ ~ ' ~ 728 . _ -
737 i i _ , 26 , . R ~ ~ 736 727 727.0 , , ,
~_~.r 736 , ~ .w_.._ i I ~ 735 726 727 727 , ; ~ 727
735 , ~ _ 7 6 726 + 726 2 ____Y_ " 725 ~ .725 725 ~ 5"
-Tr 72 ~7 734 725 .6 _ ; 734 - - - - - - ~7 .
i 733 724. , Z; , ~ : _ NCOOT CLASS ! 724 724 724 .r
733 _ ,~-Ck~ANI~l~ , ' ~ . ` 723 723 = 723
732 723 N4: . 732 s _ .._._w__
. 731 7 731 - , . CHANNE TTOkI r ~ . _ _ Y.... , 722 722 _ 722 NA AL , . 721
~ - 730 721 " 721 721 INV.. 00 , _._._.._.~....._.m ~.Y.v.._
730 - i \ " 720 720 INV. 7 t,58 ' ~ 720
729 720 729 _ , _ _ _ 19 ~ , . ,
.721;05- . 6' WAl'~ 728 ~ - f 728 719. , _ - - ~ - ~ -~-A--.- - I 6 WAl'ER 719 719 . ; : _ :719 , 71e
727 718.. ~ INV. 72235 I _ ~ c 727 ~ , 718 71e
I , 726 717 717 717 ~ 717
726
0 +20 +40 +60 +80 1 +20 +40 +60 0 +20 t40 +60 +80 1 +20 +40 o +20 +40 +so +so 1 +40 +60 +80 2
PROFlLE IS CENTERLINE PIPE
PROFILE IS CENTERLINE CHANNEL (SOUTH OF SAMPSON ST.) PROFILE IS CENTERLINE PIPE
- i 4 ~ 4, 743
w_._~...._,_~_. 743 ~ t 5
742 a , i 742
~ ~ ~ ~ ~ ~ 741 u_ ___.....__..t.-. _ _ _ - .....K-----~----_.~.__. _ - 741
1 ~ . ~ ; 740
74! ,
7 9 r ~ 1 ~ ' 3 ~ _ _ _ ._a-.- .--.-w- -j- - , 739
~ ~ s ~ . , 738 I I . ~ ~ _ _ _ _ 738
i I I , _ , 737
737 _...._.~.~.._1.___. ~~~..`...._~...~~.,.n_~.:..V:_ f ~ ~ ~ 1 , V ~ _ 736
_ _a 736 , t-
I ~ i ! ; i 735 ~ ~ ' ~ 735
6A ! i j ,Q76 i .738.48 734 1 ~ j _ ~ ~ . __..__._t , ~ i 734
_ , - --s-- 733
- - _ I
1. 1 1 ~ - } i 6. 3 t # I _ - ~ 732 - - - ~ _ _ 732
- ~ ~ i ~ ~ , 731 ~ _.~w_ - - , . ~ 731 ;
~ ~ t ; i# { 730
730 , ~ __.______r..._.___,._ ~ _r~. r - 1 B' ' 1.OX ~ F ~f , . ST I I _ ~ 729
72s o t.ax _
I - 728 _.___.~..I_..,...... ~ ~ i 728 r'
- _ ~ . , 727 ~ - _ ~....;_.1_.__._.~_..~..}.~ _ - 727 . . w..
_ . _ - - - - - i . _,.T INV. 727.77 INV. 72 8~ , + , 726
726 7 3 ,
+40 +60 +80 4
+20 +40 +60 +80 1 +20 +40 +60 +80 2 +20 +40 +60 +80 3 +20 +40 0
PROFlLE IS CENTERLINE PIPE
4+

P ARY PLANS I~ELIMIN
N T:. USE FOR COt~STRUC110N DO 0
CHARLOTTE
INCOMPLETE PLANS
IN & PROPERTY MANAGEMENT DEPARTMENT ENGINEER G DO NOT USE FOR R/YY AQUISITION

MORGAN STREE 3oe~ 300 ?~oF.oc~
~ No. ~E RAI AG fMPROVEM NTS D N E E
ENGINEERS AND PLANNERS - SEPT. 1997 Ft<UJLG I NU. b /U-yb- IU4
301 S. Mc00WELL STREET SUITE 914 AS BURT DAIS CHARLOTTE NORTH CAROLINA 28204
PROFILES i' = 20' HORIZ., i' = 4' VERT.
SCALE
94EET Of
ESP GF
NO. DATE BY REVLON SURVEYED BY PREPARED BY CHECKED BY APPROVED BY DATE
°P