20060202 Ver 2_Site Plan_20100623

CIDM Transmittal

301 South McDowell Street, Suite 512
Charlotte, North Carolina 28204
Tel: [phone]
Beverley Strickland
To: NCDENR
Division of Water Quality
Organization/ 2321 Crabtree Blvd.
Address: Suite 250
Raleigh, NC 27604
Re:
Job #:
Via:
From: Abhishek Yadav
Date: June 22, 2010
Briar Creek Phase II - PDF of Plan and Profile Drawings
1363-62796-DN.ODC
Enclosed please find:
For your information
For your review
For your signature
x
Overnight:
UI:;M? v
JUN 2 3 2010
WETLgNOS ANDS ORNMA EfRR IRAN04
Courier.
Approved
Approved as noted
Returned to you for correction
Message:
Ms. Strickland,
As requested by you in a telephone conversation with Ms. Laurin Kennedy (CDM) we are sending electronic (PDF)
versions of the plan and profile drawings for the Briar Creek Relief Sewer - Phase II project.
Please don't hesitate to contact either Ms. Kennedy or myself at CDM if you need any more information.
Thanks,
Abhis k Yadav, CDM
c: Laurin Kennedy. CDM
File 215
Mail. XXX
•
1~L~ ~ 1~L 1~L 1~1~ - 1~1~ ~ 1~L11~L~ 1~1~ 1 ~l ~ '~l_J 1~L~ 1L 4J'J `~J ~ 1L 1LJ 1L 1L ~ 1LJ
CHARLOTTE, NORTH CARO l~ ~~1~ ~ ~ ~~1~ ~ ~ ~ ~Al~TITAI~Y S]EIEI~AGE SY~TE~ I~[ ~ C~~~~ ®]LI IOTA
~
~o~o RECOMMENDED
FOR CONSTRUCTION
CITY ARBORIST poN Mcsy~EEN
l~ ~ ~
~ CITY STORM ~ATER SERyICES TIM RIcHaROs
~~~P~ 5~ 9~9~0'~ Q~~P Q~P~~ ,
CMU FIELD OPERATIONS ~oHN FISHBOURNE
DESIGN COMPANY: ~ ~'~Jt s`y -
PLANS PREPARED BY: CAP DRESSER & ~CKEE ~ S'S4~'Ro
ADDRESS: 301 S. McDO~ELL STREET -SUITE 512 ~4'' °j~o~ ~MR _ CDOT IMPLEMENTATION DIyISION
`:~,p,~~° GUS JORDI
CHARLOTTE, NORTH CAROLINA 28204
PHONE: [phone] `
DATE DESIGN COMPLETED: ~ CDOT STREET MAINTENANCE DIyIS101~ KEN MARTIN
`~,m
t'
SURVEY COMPANY: ~ ~j~\ a~ cENrRq~ q~F ALe MECKLENBURG COUNTY PARK & RECREATION o0 oRCA
Q~P ~ "~F ENABLE Rp N M N
SuRyErED Br: DE~yBERRY a~eE ADDRESS: 9115 OLD STATESVILLE ROAD, SUITE L
CHARLOTTE, NC 28269 t ' ~~q
PHONE: [phone] i ~ , o `~?o~, MECKLENBURG COUNTY STORM MATER SERVICES RoBERr BIUINcs
x o ?n DATE SURyEY COMPLETED: F ~ ~ - - ~ -r
~
GEOTECHNICAL CO~r~PANY:
~
SOIL BORINGS BY: S&~E ~ ~ ~ fNCf APPROVALS (SEALS)
ADDRESS: 9751 SOUTHERN PINE BLVD ~yi, ~f i P°
CHARLOTTE, NC PSZ~3 RO j ' SUGAR CREEK
PHONE: [phone] ~P
DATE GEOTECHNICAL y~ORK COMPLETED: 062008
o ALSO:
o SOIL BORINGS BY: RED DOG PROJECT LOCATION MAP
NOT TO SCALE ~ ADDRESS: 216 PINE~y00D LN
MIDLAND, NC 28107
PHONE: [phone]
o DATE GEOTECHNICAL ~yORK COMPLETED: 062008 tVCRLS (AS BUILT) NCPE NCPE
CONTRACTOR: SUMMARY OF SEy~ERS AND MANHOLES
SIZE LENGTH SIZE LENGTH
42 8,975
CONSTRUCTED BY: 48 3,265
o ADDRESS: ~ Camp Dresser & McKee 54 4,235
512 TOTAL N0, OF MANHOLES;
3 PHONE: twnsu/ti~rg 301 South McDowell Street, Suite 512
DATE CONSTRUCTION COMPLETED: eagineedng Charlotte, North Carolina 28204 PROJECT NAME; BRIAR CREEK RELEIF SE~IER
°O~~°"~'O" North Cazolina State License Number F-041 WSPECTOR: Te1:704-342-4546 Fax:[phone] nber F-0412 PHASE II
-2296
DATE TO SYSTEMS & RECORDS:
~ BY: FINAL DESIGN JOB NO: 140-06-637
iNsiDe cHaRLorre: YES No: CDM JOB No. 1363-62796 NOT RELEASED FOR CONSTRUCTION DATE OF ACTIVATION:
~ roPO No: 10, 9 DATE AS BUILT: BY:

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SEE NOTE 7 I
PROFILE I
HOR: 1 " = 20'
600 600
~o 0 20 0- 5 0 0+ 0 0 0+ 5 0 1+ 0 0 1+ 5 0 2+ 0 0 VERT; = a' 2+ 5 0 3+ 0 0 3~ 3+ 50 4+ 00 4+ 50
_ CALL NC ONECALL
- EMH 02-720 I - ~ i i ~ / ~ 2 0 4 / / / / - - . x~-x- _ , RIM=629.94 ELL '.n li ~ _ / / , ~ BEFORE YOU DIG
~'u'.~ac 8" INV IN=623.44 W N - / ~ ~~E or``. ~ GRAVEL ROAD ~ / - ~ 0 OR FOR ERLY ~ / - / ~ - ~ N W M ~=622.04 / / / I
MECKLENBURG COUNTY 27" INV ~ ~ ~ I LP / NOV _ ~ _ NOTES: S T O P \ NOW OR FORMERLYr -
155-151-03 G~ uc ucE- / , I BLI ~ ~ , BLACK RIVER LL 1-800-632-4949 ~z~-~z1-99 ~ J' 1, CONTRACTOR SHALL PLACE A CHAIN LINK FENCE PER AVOID UTILITY DAMAGE
9276-437 / X P FLOW ~ QQ / ~ . / ~ ~ ~ METE `P / ~ / ~sso~-~z ~ DETAIL E, SHEET CD-6 y~ITH PRIVACY SCREEN AROUND
(EASTOVER PARK) / P / - / / 271' z~~~ RAN°oLP" R° ° CONSTRUCTION AREA AS SHO~yN ON DRA~yINGS.
Exis TiNG sE ~ . , ~ ~ ~ 2 _ , / P , ~ - ~ DA GER!
0 / EASEM T ~ TOP. RISER~I = ~ _ TE PO ARY ` ` Qr C \ 2, THE MAXIMUM ALLOWABLE DISTURBANCE SHALL BE 40
~ ~ - - / ~ INV.. e>~a'a5 ~ / (tC~ N / - - - - _ r FT WIDE CORRIDOR ACROSS STREAM. HIGH VOLTAGE POWER
/ ~ ~ / - ~ - - - \k LINES OVERHEAD. 3, CONTRACTOR SHALL FIELD LOCATE THE STORM DRAIN
00 = EAS E T _ / N ~ N (J INLET AND CONSTRUCT SEDIMENT AND EROSION
I ~ 1 CONTROL DEVICE(S) IN ACCORDANCE WITH THE STATE OF I
H - ~ i _ NORTH CAROLINA EROSION AND SEDIMENT CONTROL
~ / 48 OAK ~ YH , TEMPORARY I/E ~ - P ~ / 0 ` PLANNING AND DESIGN MANUAL TO PREVENT SEDIMENT
/SS / ' \ 6° CONS TRUE TON EN CE FROM ENTERING THE STORM WATER SYSTEM.
4, CONTRACTOR SHALL TEMPORARILY RELOCATE DUMPSTER
\ \ \ ~ 60 DIA FRP ~ s~ Q' / _ ' AS SHOV~IN DURING CONSTRUCTION. WHEN CONSTRUCTION
LI OF , - ~ o ~ ~ ~ e ~ o - 4 / PR POSE H 55 I ~ - ~ oM / ~ ~ G~ ~ ~ / i IS COMPLETED, CONTRACTOR SHALL REBUILD CONCRETE
CoNsTR~eTroN ~ . ~ , _ Q / ~ , T 3+ 03.15 DUMPSTER PAD PER DETAIL G ON SHEET CD-8 AND
v ~ 8 f ~ ~ 6 tTt:ADW L 32482.96 . EXIST~N SEER MOVE DUMPSTER BACK TO ORIGINAL LOCATION.
x ~ ,i ~ ~ EASE / ry o E H 5+050 E 58679. ©3 EASEME 5. SEE TRAFFIC CONTROL PLAN (TCP-2) FOR ACCESS OFF
x z _ / / X/ l / J % ~ IQ TE PORARY i ' l / RIM 635.97 _ ~~V 623.87 ' RANDOLPH ROAD AND SAM DRENAN RD.
M / - / W ~ ~ o / 27 INV IN-620.28 DD ~ ~ ~ - _ I ' i 0 _ CD-$ / . " 27 INV OUT=620.28 53 8 U'
STREW N ti S-TREA l I~ ;EMH o5+oso . _ M _ B ~ Q r~ / ~-4 U N.~ RI =6 3.561 I I - o / s5 1 86 4 _I „ - - _ ~ 6. CONTRACTOR SHALL FIELD VERIFY LOCATION OF
RES TO A TION, CROS G ~ s \ ~ 5.18 - ~D-1 ~ \ / s5 27 RCP ~ 1. - IRRIGATION SYSTEM AND UNDERGROUND ELECTRIC AND
,i ~ 2~ ~ ` ~ ~ / ss ' ~ , 27 INV PN= .15 SEE 0 TE 2 N. / \ / ss 27",,INV IN=621. 5 ~ o, _I~_-- PROTECT/REPLACE TO MATCH EXISTING CONDITIONS IF
- ~ \ ~ IR'E REICH TREE PRO TI s ~ SS i \ \~C f\\ x ` / , PP El~EV 656.2 ~ ,-~1 "BOX ELD R EX DISTURBED.
i~ `c~ y ~ I ss Y ~ I UGE'' ~ o / / / ~ SEE -NOTE 6 \ u \ \ \ \ \ 1 - ss
,v ~ LI ~ ITS oF~ / ~ ~I ~ ~ y P A E r v M NN v ~ / / ~i TEMPORARY ~v v ~ o~ s ~ / ~ , x- - ~ 2 ' PaPLAR , ~~E 1 cN T -~TE PO 7. CONTRACTOR SHALL USE DUCTILE IRON PIPE BETWEEN
cD-1 ~ ~ \ DISTUR l / ate- S EASEME T ~ .h ~ L N SILT FENCE v v v / ;os / 647 63 AsEMENT CONSTRUCTION~h RESTRAINEDDPER SPECIFICATIONE02619 OF THE BE
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~ - / - ~s / os~ _ ~ , ~ I =631.92 I ~ ~ " - _ ~ - _ ~ ~ - ~ Fj 76 / r' ~ N. 36" INV IN 624.91 I I \ ~ ~ v ~ Camp Dresser & McKee ~ 301 South McDowell Street, Suite 512
~ -417 ~ - - . ~ ~ ° 24" INU IN 624.81 ~ ~ ~ ~ _ _ ` _ , N ~ Charlotte, North Carolina 28204
~ ~ ~ / 12" GUM 12'1 42" INV OUT=624.8 I~~ ~ ~ ~ ^ ~'ROPOSED M - / ~ . ~ ~ ~ A / ~ / ~ x / ~ North Carolina State License Number F-0412 ~ Tel: [phone] Fax: [phone]
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N 458669.67 / x ~ ~ ~Y I ~~y~ P ~ 55 F . l / ~1 1 27 I OUT 627. / ~ ~ I x I ~ _ U'PILI'PY DDPAR'P1VtDN'~
/ ~ ° . REL OCA TED I i rn ~ i o~ ~y ~NGIN~~RING DIVISION
~ ~ / .TEMPORARY 30 FT DIA ; I LP ti / / ~ / IyI ' n CO C -BASE x ~ o DU PSTER I I o MPs R / TU EL LAU CH SHAFT I J Im ~ F
E NN N u i' CONC WM / / , ~ I ~ I / ~ ,SEE NOTE 4 I -1 F RIP RAP ETCH CHARLOmmD, NORmH CAROLINA
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/ Q I T CK ~ - - I W / F SECUR Y FE CE / I z 15~ 153 02 ~ CK W~ MI F ~ PLAN Scales PHASE 11
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you nnvuu rn nu ~j J~l NUW UK FUKMLKLY 1 / \ \ /R R I 'CONS TION ! Hor. G' 1
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r P N r ~ EASE a ;LP BIR ~ ° NOW 11968-542 / / FX TING SEWER R NCWRGGE HCBUC KLR
IT 15„ 0 K~ 0 1 > 31-629 P•` / 1 = 20 EASER, AV \ 157-016-29 ' AS Built Date srA o+oo TO srA 4+50
LOT 2 l \ SEE o , \ 80-383 Sheet Of -71
2826 RANDOLPH ROl\ p 10 0 20/ SPRINAPPROX.KLER HEAD LOCATIONS \ \ 2921 t0 F \ TYP \ . L 4 Vert. PLAN AND PROFILE 2921 SAM R AN RD DEWBERRY ABY DKP ABY LBK 04/1 0 5 169
M I ~ ( ) ~ 1 No. Dote By Revision Surveyed By Designed By Dro*n By Project-Engr Approved By Dote - -
M ko M
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
J

9-1-00 9-1-50 10-1-00
1 0+ 5 0 HOR: 1"= 20' 1 1+ 0 0
11-1-50
12-1- 00
12-1- 50
10 0 20 _ -
VERT: 1" = 4' - �i
n
Z
0
TREE
PROTECT/
(rYP)
1 / N 533057.1-015
JLL /YV /L L
1 E 1458879.4 12
A6
z-... -..
NOW OR FORMERLY
MARCUS PHILEMON AND
4
JACQUELINE". PHILEMON
\
157-016-16
I
TREE
PROTECT/
(rYP)
1 / N 533057.1-015
JLL /YV /L L
1 E 1458879.4 12
A6
i
NOW OR FORMERLY
MARCUS PHILEMON AND
4
JACQUELINE". PHILEMON
\
157-016-16
NOW OR FORMERLY
22426-204
1 GEORGE H BUCK JR
157-016-29LOT
A
6-363
12
325 FANNIE" CIRCLE
4680-383
230-71
NOW OR FORMERLY
2921 SAM DRENAN RD
DENA M PAY R AND
LISA E SES
157-016-17
11185-071
6-363
LOT 11
327 FANNIE CIRCLE
M1
Q
Z
J
RIM=638.49 Iv
— — ?7'—'INV IN=624.05 — 1
27" INV OU7=624.05 — �
SS ss 1-1;:K
I
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r \ 0 i 1
i NOW OR FORMERLY
KATHRYN LUCILLE BYRD I
r 157-016-14
�� 50" GUM
p 15' AR 2460-548
1 6-363 CEDAR LOT 14
� � 333 FANNIE CIRCLE 1
. .\ 18" GUM30" OAK 1
15" CEDAR 24" GUM
me
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© 79\ 15" MAPLE
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NOW OR FORMERLY
/�
u WACHOVIA BANK N.A.
METAL SHED PROPOSED I�IH# 57 157-016-13 1
25421-330
STA 10+86.29 6-363LOT
1
\\ N 533224. 7 337 FANNIE/ CIRCLE
\\ SECURITY E E 1458931. 032
\\\\ FF�NCE �D-6
\\\ �:�)40" GUM 1
\\\
A i 1
\\\ NOW OR FORMERLY , "
\\\
\\ WILLIE FERGUSON ,.REID
157-016-15
13904-378
6-363
LOT
329 FANNIE3CIRCLE \
\\� \ PLAN
\\\ 1" = 20'
\\\ 10 0 20\
1,3-1- 0 0
NOTE:
1. THE CONTRACTOR SHALL REMOVE WIRE FENCE AS NESSESARY
FOR CONSTRUCTION.
2. CONTRACTOR SHALL RELOCATE METAL SHED TO LOCATION ON
PROPERTY NEGOTIATED WITH PROPERTY OWNER.
No. I Dote I By
Revision
/CALL NC ONECALL\
BEFORE YOU DIG
STOP
1-800-632-4949
.AVOID UTILITY DAMAGE,
DANGER!
HIGH VOLTAGE POWER
LINES OVERHEAD.
�� Camp Dresser &McKee
301 South McDowell Street, Suite 512
g Charlotte, North Carolina 28204
O^ North Carolina State License Number F-0412
OP—Tel: [phone] Fax: [phone]
CHARLOTTE -MF7CKLF7NBURG
UTILITY DEPARTMENT
P7NGINE9E9RING DIVISION
CHARLOTTE, NORTH CAROLINA
140-06-637
Job No. File No.
Scoles
1"=20'
PLAN
PROFILE
Hor.
Vert,
DEWBERRY
S
BRIAR CREEK RELIEF SEWER
I /ER
PHA SE 11
1"=20' C-3
1,.=4, PLAN AND PROFILE
STA 9+00 TO STA 13+00
ABY
DKP
ned By I Drown
ABY LBK 04/10
Project—Engr I Approved By I Dote
eet Of
7169
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

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n .I n rry - - - - - ~ - I_i, i i/in ' ' ' ' HOR: 1" = 20'
I
I SEE NOTE 6 ~ 0 0 20 I
VERT: 1" = 4'
605 2 o a 605
13+ 0 0 13+ 5 0 14+ 0 0 14+ 5 0 15+ 0 0 15+ 5 0 16+ 0 0 16+ 5 0 1 7~ 1 7+ 0 0 1 7+ 5 0 18+ 0 0
~ TE PORARY SEDI E T TEMPORARY STAGING AREA
M MN EXISTING SEWER RE 0I/E AEI , I , - cD- ~ I NOTES' CALL NC ONECALL
, - CON rR9L-6-E CE SEE ATE 5 REFER TO ~ 1 EA SEM wV a ~ ~ TE PO AR p EMH 04-070 SE 1 )70 ~ ~')6B I BEFORE YOU DIG
G RIM 637.06 ~ sxEEr c-4 ~b C 1VS T UC ION ~ 1.0" INV-IN 629.26 6 RIM 60.79 1, REMOVE AND DISPOSE OF EXPOSED PIPE AND ANY PIERS/SUPPORTS d 629.26 ~ ~ 15".w~IIN 6 ~ ° TO 5 FT BACK EACH BANK, RESTORE STREAM BANK PER DETAIL B S T 0 P
ay ( . ~ - - - - - LI I T F STA 1 G AREA ~ 24" INV IN 624.77 M N :J EMH 04 060 - - - EA EM N T i ~ x24.77 ~ ~ ~8" IN~ ou s 59 SHEET CD-1, INSTALL WATER TIGHT PLUG IN 27" INVERT OUT MH 1-800-632-4949
- y . Y 4, LE I~/ - - - ' - 24" INV OUT 624.77 ~ / RIM 631.19 ~ ~ , ~ . ~ G ..,SEWER , - - - - - - - - % ITT 624.77 ~ / ~ 5 r AVOID UTILITY DAMAGE _ ~ ~ i v 04-060 AND 27 INVERT IN MH 04-052.
~ 12" INV IN 624.69 ~ ~ CB f"~~ ` / - 1 ' " GRATE 636.19 A ~ i ~ ~ ~
LP -24 INV IN 624.29. ~ ~ASCr~IV T ~ i ~ 27" INV OUT 624.1 15" INV IN 631.85 - - ~ EP 24" „ RGP ~ ~ ' ~ ~ ' vc ss I ~ 2. DO NOT REMOVE SHRUBS ALONG CREEK BANK ~yITHIN TCE.
s ' _ _ . 18" INV IN 631.84 CP ~5 ~ ~ ~ ~ ~
oy ~ J X18 INV OUT 631.61 ~ ~ v ~ _ _ - - . , _ _ _ ~ , 6"° IRGw cv ~ REPAIR REPLACE EMH 04 052 i ~ ~ i - - _ / ~ I I S 10 ~ ` 3. SIDE ALK SHALL BE REPLACED OR REPAIRED AT THE DISCRETIO OF DA GER.
-RIM 631.81 1>~~ - ~ ~ - a..~ / ~ ~ ~ ~-4 ~ ~ ~ - PA I/EMEN T 5s 4 vcP _ 1~ THE ENGINEER PER DETAIL G SHEET CD-6 N HIGH VOLTAGE POWER
8 INV IN 623.91 - ~ ~ ~ ~ - - ~ ~ - - I ~ - - - - , _ - LINES OVERHEAD. ' - ~ 4, CONTRACTOR SHALL PHASE CONSTRUCTION THROUGH PARCELS 11
27" INV IN 624.08 / '"z O cn \ ~ ~ - - 1g" R ~ . - - - - ~ - , . ~ i- - - ' - ~ ~ = ~ _ ~ = CPS ~ ~ ~ GR TE 63 .76 i i f 27 INV OUT 624.05 /i ~ ~ . - ~ ~ AND 12 AS FOLLOWS:
i ~ ~ _ _ _ ~ - ~ 15" INV IN 635.1 ~ ~ , . ~ / A C ~ ~ x \ _ ~ ~ ~ 15 INV IN 634 ~ , .
- _ i~, , ~ Q' / / GRAT 69 ~ 4' BTR~H_ O x - ~ ~ _ ~ ~T ~ 18 INV 0 ~3~ 6~ , ~ . ~ f \ - ACCESS TO PARCEL 11 BETWEEN CREEK CROSSING AND
/ ~ F C-38 15" INV 6322] ~ ~ ~ _ o ~ r _ NO , ~ PHASING LINE SHALL BE FROM SAN DRENAN ROAD ONLY.
l 12 SS _ ~ - _ x - `LP S ~x ~ s' i PRO SED l S 8 LF l - CONTRACTOR SHALL INSTALL TEMPORARY STREAM CROSSING
NOTE 4 ~ ~ 1. ~ ~Rc - - - = - / / C'=38 ~ ' PER DETAIL A SHEET CD-8 TO ACCESS PARCEL 11 UP TO
REM01/E AND REPLACE 1 _ / 4 OAK A/ \ , \ ~ N ~ l 1O SS o~/~.-~ PHASING LINE.
EXISTING STORM SE ER 4 . ~ ~ ~ , , W 54 ~ ~ m~~
/ 8z ~ ~ ~ \ ~ PIPE AND CATCH BASIN - B 233 £ ~ ~ ~ c ~ ~P - WHILE WORK IS OCCURRING BETWEEN STREAM CROSSING AND
~ ~ PHASING LINE, NO DISTURBANCE SHALL OCCUR BETWEEN
PHASING LINE AND E 7TH STREET, ALL PATIENT/DOCTOR l MPbR RY //i~ ~ ACCESS TO PARCEL 11 MEDICAL BUILDINGS WILL BE FROM E
' ~e O ~ ~ ~ ~ BURT D / EMPORARY SEDIMENT c c \ \
- ~I` , i ONCR ~ N 8" OAKS \ \ ~ ~ ~ ~ 1 y e CD ~ y ~ r _ ~ fly- V CE N . x X e s ~ _ / R ' ~ COI~.~T UCTIOIV/ ~ ,r 7TH ST, SO THIS AREA SHALL BE OPEN TO VEHICULAR
' ~ ~ \~~;_,~E,~SEM~NT 1 TRAFFIC.
_ / ~ x. l G TEMPORARY - ONCE PIPE IS INSTALLED TO PHASING LINE, CONTRACTOR z x x CD-1 SEDIMENT SHALL RESTORE PARKING LOT AND ROAD BETWEEN STREAM
~ ~1-~~ ~h. N_ 3 v ~ x~ ~ v n _ ~ ~ ~ „ E~' X58900
I i ~ ~ n`` 8" OAK _ ~ _ _ ~ _ z PERMANENT ~ ~ ~ ~ y ; ~ v _ ~ x CROSSING AND PHASING LINE BEFORE ANY WORK CAN OCCUR coN rROL UPSTREAM OF PHASING LINE.
, ~ ~ ~ - PROPOS -MN 60 r ~ ~
~ ~ ~ z~ , ~ a STA 14+7 Z6 °~F v ~ ~ DE I/I CE ~O - ONCE THIS RESTORATION IS COMPLETE, CONTRACTOR SHALL
A EMEN T l ~ 1 m~ ~ ~ - ~ ~ O ACCESS THE REMAINDER OF THE WORK BETWEEN PHASING LINE
N 533558. 60 _ ~ oRaT~ 3a.~ AND E 7TH ST FROM E 7TH STREET ONLY,
y ~ ,o ~ E 1458874. ~6 \ ' ~ I „ I a~~~93 ~
M T POR,AR _ FENCE, ~ - _ _ - CONTRACTOR SHALL NOT ACCESS SITE FROM RANDOLPH ROAD
a ~ CD 8 ~ ~ ~ I , - ~ 113 , TREA e o G. F~ ER LP 84 STREAM BA K w. R RM L 5 ~ N . _ REPLACE...... XISTI _ C ~ o w k ~ E NG THROUGH MEDICAL PARK PARKING LOT AT ANYTIME. N384526'E~ ~ . - _ Q
' ~ ~'1 ~ _ ~ EAS~T~?VER OD~'SSEY LC' 5' ~ 8" OAK al + OSSI G 1;~ . ~ cD ~ RESTOR IO w1DE o \ F 516~~' ~ 5. CONTRACTOR SHALL HAVE USE OF TEMPORARY STAGING AREA ONLY
~ ' ~ ~ N 7 121- 74 A D GU I-TER PER CD 0 T o > ~ _ ET ~ ~ `,R ~ ~ .1 6LL902 ~ E SIDEWA / ~ ' FOR WORK PERFORMED SOUTH/DOWNSTREAM OF PHASING LINE.
° o ti y.~ , , , ~ _.~y[~~~ :STD 8461 01 _ o ~ . ~K _ ,L ~ / _ , ~ ~ ~ ~ Camp Dresser & McKee
- - _ MP _ ,~YCAMO~~,- R R REPLACE.. . ~ 10" oAK~,°F v 6. CONTRACTOR SHALL USE DUCTILE IRON PIPE BETWEEN MH #59 AND 3olSouthMcDowellstreet,Suite512
C -1 ~ ~ ~ JC,. ~ sIL T ~'E E ~ _ _ ~ MH #60. ALL PIPE JOINTS SHALL BE RESTRAINED PER SPECIFICATION Charlotte, North Carolina 28204
o sYCAMORE~ ~ ~ SIflE~AL SEE N T 3 ~ . h... V 02619 OF THE CONTRACT DOCUMENTS. North Carolina State License NumberF-0412 ~ Tel: [phone] Fax: [phone]
~ ~ _ _ , INV 629.49 PROPOSED MH o
_ _ I >f-, ~ , - ~ STA 17+ 14.17 _ 4°~~ CHARLO~P~PD-1VtBCKLDNBURG
N I _
N - ~ ~ 533727_,1525 . _ - N I - ~ ~52T U'PI LI'PY D D PAR'P1Vt D N'~
~ 74. ~ ~ ^-y,._ ~v~~~ ~vs~~~ti~ E 1459048 094 8.094 ~2- NcwoRFORMERty DNGINDDRING DIVISION
~ 1~2 ~ I _ ~ ~ , ~ you ~1-- ~ ~ - ~ ~ ~ - - - . } ~ E EASTOVER MEDICAL PARK II ~
URI T ~ - _ - _ ~ _ s o ~ I ~ co~vDOMGrv _ _ v,, - u ~ CD-6 ~ V coNOO1~IN1uM AsSOCIATIaN, ING - ;~~`oti`s CHARLOmmD, NORmH CAROLINA
~ 1 ~ _ _ _ . 127 12. EN I 1., . N _ ~ 2 I _ , ~ _ ~ ~ l 1.27=-123 127 123...01 THRU 08 AND::. ~ DQ~ 9C°a ,i 127 123 998/127-123 99B ' e SEAL _ 140-06-637
Br ~ ~NDOS _ p 024686 n ~ ~ Job No. File No. BRIAR CREEK RELIEF SEWER
PROPOSED H# 59 ~ \ - _ 26:01 UHF 341-- ~ F,~ °•.!~CINE~ ~ 1~ L! CSC
~ ~ o TA , I _ \ ~ 13+48; 5 ~ _ _ ~~^w.,,2600~"~ TR ET~ ,~Rf°..F'•QPy Scales rr7AJC 11 _ ~ ~ Y PLAN 1"=20'
U OW OR FORMERLY / g ss A PASSANTING N ~ 533455 1 _ _ PROFILE
N NOW OR FORMERLY' HV - Nu C' 1458943.6 10 ~ I I ' Hor. C-4
PLAN m 01 - ss ACHOVIA BANK N.A. r W 25 _ 513157-016-13 / -363 ss Vert. 1PLAN AND PROFILE
25421-330 2 HARDW00 OT 16 ~0, 1
6-363 NIE CIRCLE / ss L Z _ LOT 15 As Bunt Date S TA I3+ 00 TO S TA 18+00
s X-v L101 TS OF X / L1 1TS'OF I , 1~ ~ 337 FANNIE CIRCLE
DISTURBANCE s i DEWBERRY ABY DKP ABY LBK 04/10 Sheet OF
M 10 HARDWOOD i No. Dote By Revision Surveyed By Designed By DroWn By Project-Engr Approved By Dote 8 69
M M
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
J

65o 650
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, 10 0 0 ~ ~ CALL NC ONECALL
SPR ERT: = 4' NOW OR FORMERLY \ ~ ~ I ~ . ~ WATER VAUL EASTOVER MEDICAL PARK II ' BEFORE YOU DIG
/ ~ ` BLDG CONDOMINIUM ASSOCIATION, INC BLDG NOTES S T O P
i 127-123-01 THRU 08 AND \ ~ ~ ~i ~ i 127-123-998/127-123-99B / ~ ~ 1 1-800-632-4949
_ _ I v . 1 vARlous coNDas / ~ ~ _ _ ~ ~ 1. DO NOT REMOVE SHRUBS ALONG CREEK BANK 1~ITHIN TCE. AVOID UTILITY DAMAGE
- - - - - ~ ~ \ , U/F 341 / LP \ - ~ EXISTI G SEWS
- f- - i 2600E 7TH ET / ~ ° ~ ~ ~ ~ ~ - ~ ~ ~ E SEME T 2. FIELD VERIFY LOCATIONS OF ALL UNDERGROUND ELECTRIC
s ~ ~ j / JG - , ~ ss ~ / - ~ 1 AND TELEPHONE. DA GER!
~ - S - - $S ~ ~ ~ 3. CONTRACTOR SHALL PROTECT, IF POSSIBLE OR REMOVE AND HIGH VOLTAGE POy~ER
- _ • STORE ALL EXISTING SIGNS. CONTRACTOR IS RESPONSIBLE LINES OVERHEAD.
BRADFORD l / 9o i WV FOR REINSTALLING OR REPLACING SIGNS IF DAMAGED AT NO
r ~ 24 VCP ADDITIONAL COST TO O~yNER.
~ - - - _
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~ TEMPORARY ~ + ~ 1 ~ ST 2 31.1 ~ 2 31.1 k c-38 LF 12" SS
~GF ~ TR SECURITY ~ CONSTRUCTION ~ ~ ~ _ 5341 68 E LP~ ~ wv\ SEE OTE 3 / - ~ ~41 689
N r ~ PERMANEN „ _ PR TEC 0 FENCE c~ s EASEMENT E 93 .7 93 .7
c ~ ~ ~ ~ ~ e , TYP SE ER / - BRADFORD PEAR' ~ W _ ~ B REPAIR/REPLACE
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~ Q LP ~G ~ G GEf a I `w- cD- ~ CONTROL DEVICE 301 South McDowell Street, Suite 512
CONC SIDEWALK ~ ucE ~ _ o / ~ Charlotte, North Carolina 28204
M / / UGE C ~ r~ LI G u TRANSFORMER ~ G ~ North Carolina State License Number F-0412
,1 c - IM 6 6, uce ~ u, INV 634.58 , Te1:704-342-4546 Fax:[phone]
I ~0 / 48" INV IN 628.05... ~ _ _ _ _ _ _ o / - _TEMPORARY SEDIMENT
~ 48" 1NV OUT 628.05 _ ~ D - 5V 1 _ E E/~~.,7 T~NV _ ~ ~ _ . N / c© --BABY N CONTROL DEICE ~`~v```'~ CHARLO~P~PD-1VtBCKLDNBURG
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1 140-06-637
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r- A%% rn 111' 1~1 ^e A rn -
n/1 u\1 I/ /n/ r~ / /1 nr 1 _ ~/T 11 Y V //'Y V / T. .JV _
; ;/;1 PROFILE 610 _,T ~ , 1_r,-,':T_, 610
22+ 50 23+ 00 23+ 50 24+ 00 24+ 50 25+ 00 25+ 50 HoR: _ ~o' 26+ 00 26• 2 6+ 5 0 2 7+ 0 0 NOTES:
~ I ~o o, o - / HEDGE r I~ ~ I ~ 1. CONTRACTOR SHALL PLACE A CHAIN LINK FENCE ~ITH PRIVACY SCREEN AROUND
NOW OR FORMERLY SEE SHEET CP / , + ERT~ t = a +i ~ I N~ I I I „
\ EASTOVER MEDICAL PARK II , 4 ~HI FORE H S / ~ 12" oAK ~ ' CONDOMINIUM ASSOCIATION, INC / / I I I I ; 4" ~HITE OAK D CONSTRUCTION AREA AS SHOy~N ON DRAy~INGS PER DETAIL E AND DETAIL F ON SHEET CD-s. NOW OR FORMERLY `
TR I ; SIGN ~ I~ 2 o I a x~ I o'° 127-123-01 THRU 08 AND O L CCN ~ MECKLENauRC couNTY ANq~/ ~ 2. DO NOT REMOVE SHRUBS ALONG CREEK BANK I~ITHIN TCE.
127-123-998/127-123-998 / / / o ~ I r ; REAL ESTATE FINPNCE DEP7T 127 091-61 /
VARIOUS CONDOS A / \ ~ o m l I p i I 1 N, HEDGE , U/F 341 / ~ ; I ~ ~ I 10046-422
1 , / \ 2600E 7TH STREET ~ : I rk I ~ \ / ~ EPAI R PLACE srac~Nc AREA No 2 38.997 3. FIELD VERIFY LOCATIONS OF ALL UNDERGROUND ELECTRIC, TELEPHONE, 6" y~ATER
\ BLDG / ~ . 1J~ XIST R PROPOS 3 / ~ oR I ~ I RELOCATE SEE TCP-2 FOR E 7TH sT AND FIBER OPTIC CABLE.
• ~ P~~ c 4 A I/E EN ~ W - S TA + ~ . ~ \ sP~` o I ~ I ~ . i ? 0 8, oAK EA EMEN P 4 ~ Y ACCESS OFF E 7TH ST 4. CONTRACTOR SHALL PROTECT IF POSSIBLE OR REMOVE AND STORE ALL EXISTING
~ \f \ o I I ~ \ 3 2.3654- / ~ _ f SIGNS. CONTRACTOR IS RESPONSIBLE FOR REINSTALLING OR REPLACING SIGNS IF
..'woo-o9DA ~ ~ _ I a I ~ I SEE NOTE 8 ~ DAMAGED AT NO ADDITIONAL COST TO O~yNER. /
SEEN TE 6 4 . \ 642 76 RAI D ~ E 59 .53 052 ~ ~ ~ ~ ~ ~ ~ ~ „
1 ~ 8 „INV IN 628 / / ~ ~ ~ / ~ . PROF~SED I = ~ I ~ 20 sYCAMORE i j 24 INV IN 6.66 YI ~ i ~ ~ ~ sYCAMORE ~ l 5. LIGHT POLE NOTE. ,
24 INV 626. \ ~ TE POR 20 T/ A ~ I I ~ - GRATE 642.24 / , _ 7,1 LF = SEE
15" I V OUT 636.78 \ J / ~ ~ 3 » ~ I I N ~ _ TUN XI S T s" ~HITE OAK 6. CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY RAMP FOR HANDICAP ~~Q// ACCESS TO BUILDING.
\ / i 8 S;S ~ NOTE 4 _ . \ ~ •
_ , HED E ~ TYP I : I 12" oAKfl~• EE 7 ~1
SEE NO 5 - / - SIGN I ~ x ry~// ~ 7~ STRUCTOURESCTORREMAINSN PSLACE. AS A MINIMUMLLTHEDJCONTRACTORNSHALL~
/ _ I \ f ~ ~ C) I e ~ PROVIDE EXCAVATION SUPPORT SYSTEM TO PROTECT THE STRUCTURE INDICATED, UNLESS THE CONTRACTOR CAN VERIFY THE STRUCTURE IS PILE SUPPORTED.
\ / ~ > I x / Fo~ ~ , CT~-1 EXCAVATION SUPPORT SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL
c OPOSED 76. I TUNNELI I , ~ SEE NOTE 8 ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA TO LIMIT GROUND
12 SS_ / \ I III - ~ \ / - - e 4 c ~ 4" ~IILLO~y OAK MOVEMENT AND PROTECT THE STRUCTURES.
X~ / I / . E - ~ I GRATE 639.66 J~ ~ B 403 ~ . ~ , /
- LP ~ ~ 6 l I ~ I 24" INV IN=635.25 x ~ 18,1 GN _ ~ „ - - oc s 403A ~ ~ Ns , 24 INV OUT=635.01 - , / ~ F ! 91 , ~ i` 40° OAK I „ « 35 01 \ , I C 8. CONTRACTOR TO REMOVE EXISTING 20 SYCAMORE AND 40 OAK TREES. SEE
/ aE ~C - / / / ~ ~2i _\ot•~ ~ ss WIRE HEIGHT ~ RIP RAP LANDSCAPING PLAN SHEET C-41 FOR DETAILS ON RELOCATING EXISTING TREES 8-404// o p o ~ CD-~ DII/ERSION AND PLANTING NEIN TREES.
_ ~ r / ~.J / / V 61.36 28 x / \ / ` i ` ~ ~ 7~ CRE , ' ~ 8" OAK a" oaK a 00 0 CHANNEL s. AS A MINIMUM, THE CONTRACTOR SHALL INSTALL DEEP ~?ELLS AS SHO~yN TO
/ 15" PE / / ~ ~ / c / YRTLE 122
~ ~ / / ~ i2'4 0 \ ~ . ucE JOE ~ ~c€: F N m j ~ / / i / ~ w -Q C 1 / / / ~ LP ucE . ~ ~ 69.66 ~ ~ / / ° ~ x ~ PRE-DRAIN SOILS AND LOy~ER GROUND~yATER TABLE TO BELO~y THE TUNNEL
8' BRADFORD ~ ~ Foc e EMH D 09q ~ ` - „ ~ v , I 4 IN-634.81 {y ~ ~ / 0 4a" oa ~ NO ~ INVERT. THE y~ELL LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD LOCATED
~ EAR j /i ~ / lcE ~ K u N RIM=6 1.42 ~ ~ T ~ SIGN G j / ~ ~ ~9 uce DE~p,1. PROPOSED ~ /H 63- I 8" INV IN=632.52 ~ I OUT-634. ~ 1 !V! s ~ ~ \ 6" aaK N ^ BY THE CONTRACTOR SUCH THAT THEY DO NOT INTERFERE ~JITH THE TUNNEL
SMH v ~ - i v u 124 INV IN=627.1 ~ ~I I Q / / Foy N. 534307 30 24" INV OUT=fi27. 3 ~ ry ALIGNMENT. DEy~ATERING FOR TUNNELING OPERATIONS SHALL BE PERFORMED IN
~ G / i o ucE - ~ II ~r / / N ~ \ ' ~ ACCORDANCE ~ITH SECTIONS 02140 AND 02280, AND LO~yERING OF THE ~ ~ Q GROUND~yATER TABLE SHALL BE CONFIRMED BY MONITORING OF GROUND~yATER
- ti ~ X17 5 w o ~ \ ~ , OBSERVATION ~yELLS
M II' - ~l~ o - tiF ~ a RNE G ti o x
r ~ o REPAIR REPLAC , ~ TEMPORAR _ sPNA . , ~ ~ SE SEENOTEB o ~
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~ Foy / ~ ~ C o ~~E LP ~~E ~ I EASEMENT o ~ e OAK / 4TE Q I V BEFORE YOU DIG c / ~ ~ s" ~rILLO~I OAK ~ DA GER!
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~o o Zo CALL NC ONECALL
VERT: 1" =~4' I NOW OR F©R,MERLY 1 N 534892.22 '\,.1 BEFORE YOU DIG
' ~ ~ MECKLENBURG COUNTY 4 ~ ~ , E 1460257.49 127-109-01 THRU 127-109-64 N 534975.43 NOTES: 1
2 0 4 ° 23891-329 ' TEMPORARY ~ E 1460 NOW OR FORMERLY ~ INV 631.84 ~ \ ~ DECLARATION OF CAVALIER CONDOMINIUMS E 1460391,29 N % 1-800-632-4949
MECKLENBURG COUNTY AND ~ ; PLUG AND ABANDON 4877-421 coNsTRUCT~oN ' 1. MANHOLE INLET AND OUTLET LINES HAVE BEEN PLUGGED ~IITH y~ATERTIGHT AVOID UTILITY DAMAGE
REAL ESTATE FINANCE DEPT Y.'. s 1 127-105-13 EASEMENT ~ ~cp EXISTING 10 VCP rl 1 . _.1 MASONRY, MANHOLE HAS BEEN FILLED ~y/ STONE TO 4 FT BELO~y GRADE
~ STAG G AREA GRATE 641.20 5086-126 N I ss .,.1~ CRATE 641.20 AND THE REMAINDER OF THE MANHOLE HAS BEEN REMOVED.
WYANOKE AVE- 1 -o EMH 04-135 2 e e RIM=640.71 0. 2 SEE PLA (ABANDONED) ;ABANOaNED) ~ 2. REMOVE AND DISPOSE OF EXPOSED PIPE AND ANY PIERS/SUPPORTS 5 FT DA GER!
2 2 " ~ e 2 2 ~ 1ss 8" INV IN=634.46 PROPOSED 11 \ ~ , 10° INV IN=633.26 rHls sHEET EMH
8-406 " - h? 11 D', RIM=641.38 _ I T= 1 M 67 A 0 NV OU 633.6 Ilv 6 INV IN E n, RIM" 641.3a N 1 INTO EACH BANK, RESTORE STREAM BANK DISTURBED PER DETAIL B SHEET HIGH VOLTAGE POy~ER 6" INV IN 634,42 ' 1 CD-1, INSTALL y~ATER TIGHT PLUG IN PIPE ENDS LINES OVERHEAD.
RMANENT PR P 4 8° INV IN E ~ h ~ c 0 OSED 2 ,69 1~ „
WI 1- 1 10 INV OU S o 1 C-38 l? 1L 8° INV IN 634.40 1 'N'INE ' 10" INV OUT=634.40 ~ t N 535095.35
LF 10 SS PROPOSED c . ABANL X11 Z ABANDONED; + ~ ~ - 5~'2~~ 1460279.59
EASEMEN 1 EXISTI G STOR SE ER Il z N M - W ~ ~ -38 ° LF 1 c 1 ~ SEE N ~ 1 11 Z a SEE NOTE 1 ~ c ~ PIN... ~ '
ABANDONED IN PLAC~_ _ _ _ _ ~I - - - l o ~i} o - - - - N 5349 61 ~ I
~ - - - - - - - - - - - - - z - ~1 PI - 15" PINE 0 NE E 1460159. ~ a ~10" PINE ~ o
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N58 3217 _ 320, 00 ~ ~ ~ o - - - - - - ~ ~ - ' ~rNE - - - - _ ~ ~ ~ N 534975.43
~ = 1 _ 1 20" PINE ~ y 1 ~ I E 1460391.29
_ ~ i • 1 © ,,N„~~, ~ „o, - ~ C,qR
- 1 ~ - U - - - X /mix
~ , 12" MYRTL PROPOSED MH 67 # I1 r~~ ~x`~. ~ 1 ~ N 534892..22 ~ © ~~o~~~ESSi°°~~~9'' , . °o °
I _ ~ PER KENT SEWER _ _ STA ,34+44.16 o ~ ~ ' E 1460257.49 9~ o _ ° ° ~ ~ ~ e ~ 'Q~ ~ ° ° / - ° SEAL °
o ~1 q / ~ x TEMPORARY I, , EASEMENT OVERLAPS ~ ~ O ~ ~ 024686
N 534859.8933 , 8 MYRTLE a, r CD-1 x ~ ~ ° °
°HE °D DUKE PO ER EST . ~ , I 1 SILT FENCE ~ ~ M 14 4 ~ E .60300..533. m OHE S OHE OHE OHE . ~ O OHE OHE OHE OHE - ~ L, x x V ~ - - ~ , °°°tic1H~~~ ° ~
OHE I ' C OHE ~ OHE OHE ~ S ,FYF,P,
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0 OHE OHE 9HE- ,I x d OHE OHE 0 OHE ~ x / I ° or~E - oHE TOWER OHE
' ~f _ - W ...pHE OHE OHE O~ HE ~ OH - °H~ - ~ ° E ~ - - PLAN
Ex~sT~ oVE AL I - ~ ~ ~ ~ ~ - ~I Camp Dresser & McKee
~ - - - - ~ ~ - PIPE SEE NOTE 2 - ~ 301 South McDowell Street, Suite 512
- - EASEMEN r - - - - ~ ~ ~ - ~ N - 4" VCP - - - ~ - - - - - ~ - - _ - - -;TOP OF PIPE=632.77 ' 4" VCP 30 0 60 Charlotte, North Carolina 28204
- - f En - - - - H 120 y ; ~ \ u _ ~ North Carolina State License Number F-0412 Te1:704-342-4546 Fax:[phone]
RIM=642. ~ x - z / 0
~ x 24" INV IN=63 . 24" VCP
N 24° INV OUT=63D~16 ~ _ ' ~ x dv`r ~ _m - _ ~ x,,, x 0 - _ ~ _ ~ ~r ~ ~x _ _ - - - CHARLO~P~P~-1Vt~CKL~NBURG
N ~ ~ - - - _ TOP OF PIPE=632.6 ~ - ~ - _ ~ 1 _ . _ _ U'PI LI'PY D ~ PAR'P1Vt ~ N'~
m I ~ _ - . - - ~ - EMH 04-130 1 L. V 3 - ~ - - ~ RIM= 39.40 "I ~ J... \ ~
- ~ ~ - _ - - - _ 10 INV IN=632`4_--. - 1 ° ~ - 1,- v ~ ~NGIND~RING DIVISION
p _ - - - - ,1:. ~ 24" INV IN=630.63 m - ~ 0 U ~ ~ ~ - ~ - _ 4" 1NV OUT=630.63 - - - ~ ~ CHARLOmmD, NORmH CAROLINA
I ~ - - - - - - - ~ - - - - 140-06-637
d - - - - o~ O Job No. File No. BRIAR CREEK RELIEF SEWER
- - - - Briar Creek Now oR FORMERLY ~ ~ ~ 3 - NOW OR FORMERLY DORAL ASSOCIATES ~ ~ NOW OR FORS
DIANNE T PENCE PLAN ~ AND GENE BARRIER DORAL ASSOCIA- •j I 159-011-01 ~ 159-011-99 ,n GENE BARRIER QL DORAW ~SSOCAMES ANQ I PL{IN Scales PHASE 11 -NE BARRIER QUINTER '',INC 1"=20' ~7 JC
- J 9665-552 ~ ~ 7788-232 159-011- 159 011 44 PROFILE
3-241 1 = 20 ~ BRAMLET RD , 17171T1
A LOT 1-2 B LOT 1-4 B2 LOT 1-8 zW NOW R FORMERLY L'TVl V VLL U _
E 2819 MONROE ROAD 1 ECKLENBURG COUN 10 0 20 ~/V1 159-011-98
a - - - - - - 1 _ 23891-329 V _ _ Vert.PLAN AND PROFILE
"~V-~ - ~.i v'~ f. i x BRAMLET RD I "lr v v v IBS Bunt Date STA J1+50 TO STA 36+00
Sheet Of
1"I i DEWBERRY ABY DKP ABY LBK 04/10 12 69
M No. Dote By Revision Surveyed By Designed By DroWn By Project-Engr Approved By Dote - -
M ko M
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
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40+ 50 41 + 00 41 + 50 42+ 00 42+ 50 43+ 00 HoR; = 20' 43+ 50 44+ 00 44~ 44+ 50 45+ 00
~ 1
~ 10 0 20 ' CALL NC ONECALL
_ , NQW OR FORMERLY 12" PINE- ~ ~ - - BEFORE YOU DIG
TE PORARY MECKLENBURG COUNTY TREE
CONSTRUCTION 127-109-01 THRU 127-109-64 2 0 a PROTECTIO 1. 1. 23891 329 N. ~ ~ ~ \ ~ _t~ _ - 1-800-632-4949
c~ PROPOSE H 68 EASEMENT DECLARATION OF CAVALIER CONDfl.MINIUMS # _ TYP ~ j ~ ~ - - ~~~1~ T V I~?t,~ ~ ~ , vM~ ~S OF - AVOID UTILITY DAMAGE
CB 4877 421 ' "12" 'PINE sTA 42 34, 4 GRATE 640.68 (4) 12" PINES e
Ex~sT~NG ,5" INV IN 633.58 - e e e - . _ _ y ~ = ~ONS~R~7C~IO~V
5352 65 15" INV OUT 633,31 , Q/~ CB e e \ , N ~ SEWER _e - e XISTING STORM SE ER ABANDGNED _ _ ~ - DA GER! r
W c e: x _ 1460971.5518 , EASEMENT \ e 2 INE E 1 J
ABANDONED IN PLACE e ~ l TEMPORARY INLET e e e e' ~ ? ~ -'I RIP RAP DI ~ e x - ~ 2" NE ~ CD-1 ~ ~ s ~ ~ ~ 1 ~ HIGH VOLTAGE POy~ER RAP DITCH cD_~ Asp 2 ~ B STREAII~ BANK LINES OVERHEAD.
YI - ~z PROTECTION _ GRATE 641.09 ~ ~ 1 ~ / do \ ~ ~ D_, R~SfaRA~r>~oN,
x- EMH 04-171 ~ ~ 1 / CB 6 INV OUT 639.83 12 PINE 12" PIN J ~ 12"`',SINE RIM 641.27 ~ - ~ - - ~s - n~ O ~ SEi< NOTE 1
GRATE 641.15 (A,BANDONED) / \ ~ ~ ~ J [~I \ - \ 8' INV OUT=633.98 E I I 635.1 '\`I~~ ~ \
8 INV OUT 639.61 \ \ / / \ CREPE MYRTLE I 92 PINE ABANDONE \ ,r' _ 1 _ ABANDONED, - - ~ - - 'CREPE MYRTLE _ _ - y '~''~°~,~•~~~^J~~~ ~ \
- A 12 PINE. - ~ ~ - - 24" CREPE 24" CREPE MYRTLE ~ ~ ff ~ ~ ~
v ~ , J~ ~ J ~ sEE orE 2 ~ _ ~ ~ N ~ _ ~ ~
1 ~ E ~ - - - - J ~ _ _ BLOCK AND . PLE~ PINE - - - - - - / D N
1 'PINE - - \ ~ ~ - - - - YI ~ GRA I/EL STONE o 8-504 ~ 2 ; ~ ~ 0- \ I~ ff EMH 05-300 \ ~ t, ~ \ S \ \
~ II GRATE 640.66 ~ ' ~D-~ n II . e INLET PROTECTION _ 6" INV IN 639.8411 _ _ - _ - - - RIM=641.68
II 6" IYV OUT 639.7 ~ _ - - I ~I I I _ - - - _ - f f 21" INV IN=634.57 ~ - - y 21" INV IN 634.22 \ ~ Ir _
r ~ (ABANDONED) WALKING PATH . _ _ - _ _ _ -
B 50 I~ _ - _ _ - - ~ ~ PERMAN SEI~ ~ ~ _ _ - _ _ - > » 4 8.68 _ _ _ - _ - A'S6 ~ ~ 15 E 5 Z _ - - 5 - - - N V SEWER EASEMENT ~ ~jf~ 21°~ our 634.'7 ~ ~ '~~~-~x ; , . p A TEMPORARY
- - 01/ERLAP KE _ - - - _ - o P KE POWER ESMr ~ ff PROP D A ~ cD-~ SILT FENCE ff
- - - i ~ ~ GRATE 639.29 ~ II _ - ~7p58'03 54 E 73 . I I + _ 235 LF c-3s ~ ~
- - - - ~ 15' INV IN 632.89 ~I IIII II II 1V' INV our 633.Tg - O s~ ~ ' ~ s _ ~--Y
~ Exis TiNG sEWER ~ II IIII ~ / I I I ss s ss ~ ~ ~ ^ ~
u~ I P / ~ y ~ ~ II III, I ABANDONED N ACE P R T I _ _ E MANEN *24' CREPE MYRTLE /f MH 05-200 Cr1 ~
o _ - - - a PROPOSED ° DHE - _ - ~ ~ II........',, ~ HETE~PO~A~R~ ~ C-39 rn ~ SEWER DHE oHE oHE °"E - ~ f RIM=64,.,3 c`; P OSED MH 68-A ' 21" INV IN=629.43
Ih ~~I II 1 O 235.00 LF pD m oHE oHE ~D_ ~ TOWER #40 cn W o A DHE SILT FENCE II / ~ TI ~ HE OHE - TOWER #40 27" INV IN 629.43 N N 29, 71 OHE ~ OHE DGE~ 27" INV OUT 629,4,3_ -
Z ~ ~ D E N r II-o olpl II Q DH OHE ~ 30 D/ SS -1 HE ~ OHE ~ 0 oHE - 1 1153.70
Ih IIII ~ OHET / ~`QfSPIE OHE . O E OHE _ OHE ~ D ~ Z I~ OHE / P ~ I I OH I Q o E OHE PO ~ ` ~ 1 ~ OHE
~ OHE - Olir...~rT?"HE II ` ONE ~ IHE --OHE ~ ~ E ~ OHE HE ~ - Q / OHE ~ HE ~ OH - p II - OHE ONE ~ OHE Q~C: HEDGES `LQG~ O \ 1- ,O 1 \ V
h o Q OHE ~ ~E 1 ~ 1 ' ~ a OHE ~ OHE_~ 0 - Z U II HE I~ OHE ~ ~ HE HE 0 / D E - OHE ~ OHE ^OHE ,,EMH G4-,75 I ~G-
U OHE OHE D p_I~I II / ~ OHE E I I ~ ~ ~ - RIM=64,.2G a I Ilm DHE oHE ~ oHE ~ _ a - 24" INV IN=632.94 , ~ ~ y 4" CREPE MYRTLE ~ ~RO~OG~ 1 N
LL ~ IIII I~ OHE CA ~ - oH oHE H 04 - - - 24" INV OUT-632.94 u~ f ' 1 ~j+ \
p E d oHE _ _ _ 11 - - RIM=642.39 ~Q - I I
I _ - ~I-- -I - 11 8" INV IN=633.82 PLUGGED W WATERTIG T MASONRY O ~ 24" VCP g - - - II ( ~ ~ ) I p II III II 18" INV IN=633.23 1 _ ~ _ - _ Uhf INSETA 2° ~
U 24" INV IN=632.25 - ~ - - II „ - _ _ - _ Camp Dresser & McKee
~ III „ II II 1 _ ~ _ _ _ a 24 VCP - - II - 1" - 20~ 00^, 301 South McDowell Street, Suite 512
- - ,1 I - - M II I~ - ' 10 0 20 Charlotte, North Carolina 28204
~ _ - - - - _ II x I ~ II III '~T ~ North Carolina State License Number F-0412 / Tel: [phone] Fax: [phone]
'i _ _ - - 290 - EXISTI G o - - -I~ - - - I ,
o - RI 642.56 5 SEWER NOTES: CHARLO~PrPD-1Vt~CKLDNBURG
N - IN=633.34 ~ 1 ~ N INV 638.94 18" I T=633.34 I II I 5 EASEMENT 1 BANKKDISTU BANC~~SHALL TBE A 40R FT y~IDEK U rP I LI rPY D D P A R'~P 1Vt D N'~P
1 12 ~ III ~I INV 638.32 _
12 m II III I - WALKING PATH - - ' CORRIDOR ACROSS THE STREAK, ~ N G I N ~ ~ R I N G D I V I S I O N
3 _
o III ` V 638.46 M N 2, MANHOLE INLET AND OUTLET LINES HAVE BEEN CHARLOmmD, NORmH CAROLINA
I N B x . _ _ Y..,, II, \ ~ r ~ , _ _ RES TORA TI4N 1. ~ Y PLUGGED ~IITH y~ATERTIGHT KASONRY. KANHOLE
~ f III E~ ~ ~ I _ _ ~ - _ ~ - - i~ HAS BEEN FILLED ~y/ STONE TO 4 FT BELO~y ~4o-os-s3~ ~ _ GRADE AND THE REKAINDER OF THE KANHOLE Job No. ~1e No. BRIAR CREEK RELIEF SEWER
. ~ j ~ . sEE NOTE r ~ _-MEN T _ r ~ ~ ~ _ _ - - - - - - - - ~ - ~ 1 HAS BEEN REKOVED. Scales ~ FORMERLY PHASE II
~ ~ 1 fi35. 8 _ _ u ~o~ 1 _ _ - - _ - ~ NOW OR FORMERLY - _ 15.51 NV ~ _ - _ \~-~-r' ~ . o _ c^ //11pp - - - - SEE INSET A Wl- ~ CHARLOTTE MECKLENBURG MECKLENBURG I p~p,N 1"=20'
I _ U - - - - : ~ - ~ ~ BOARD OF EDUCATION )F EDUCATION -016-05 _ ~ PROFILE
~ _ _ ~ _ _ _ ~ ~ ~-~-eeNT~~AT~oN Briar CrEE~C _ 159-016-05
/01 BRIAR CEEEK ROAD N m NOW OR FORMERLY LI p~ pAI IR CEEEK IROAD Hor. =Zu c- 10
DORAL ASSOCIATES AND MI TS OF ss _ _ LAN - r o c ! +f1 Vert. "=4' PLAN AND PROFILE
a o GENE BARRIER WINTER INC p CONS U rR^ T-to 59-011-44 Sip \ 1 ! _
_ X07 VIOLET DR IBS Bunt Date STA 40+50 TO STA 45+00
Of
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2 0 4 60 610
45+ 00 45+ 50 46+ 00 46+ 50 47+ 00 47+ 50 48+ 00 48+ 50 49~ 49+ 00 49+ 50
CALL NC ONECALL
1 i , " F,~p ~ X BEFORE YOU DIG
~ / NOW R RMERLY V ' / • -~~K ENB G COUNTY ~ i
/ / 127 I., 2-01 1 ~ /i 61 656 ~ ~ , STOP 1-800-632-4949
1 / 2 X49 AVOID UTILITY DAMAGE
i ~ _ ~I _ ~ a ~
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/ ~ ~ i~ y II i NOW OR FORMERLY
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/ ~ ~ ~ ; REAL ESTATE/FINANCE DEPT ~ ~ ~ i / . 127-102-01 LINES OVERHEAD.
/ ~ ` 6192-656 / / ~ ~ ~ ~ 230-249 w ~ 24" BOX ELDER '9~
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-l' / TREE PRO TEC TION - EASEMENT ti L
/ SEDER , ' 2 oAK EASEMENT o' ~ ~ ~
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535553.30 N / I. ~ / ~ /
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~ ~ ~ 1 H / ~ 5 ARDWOOD a 12" HARDWOOD ~ EA sEMEN r o~E " ~ 301 South McDowell Street, Suite 512
~ ~ 8° HARD OOD o J ~ - - - - - - - / - - - - - / ~ ~ / Charlotte, North Carolina 28204
°~E ~ ~ ' North Carolina State License Number F-0412 ~ Tel: [phone] Fax: [phone]
" V 25 15 E 458.68 56 5'50 X38.53 15" HAROwaoD / o ~ ~
o o N 5355 6 / ' ~ /
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m N 535608.8 ?5608.8,1~I1 o~E / ~NGIN~~RING DIVISION
3 A TEMPORARY P R ANEN T SE ER PROPOSED MH 69 0 W o _ _ E 146146 .88. 6146 .88
~ / CD E S E T °0 ERLAPS STA 46+93.62 ~ ~ SILT FENCE N V A ~ µ ~ l ~ CHARLOmmD, NORmH CAROLINA
N E OHE OHE OHE OHE OHE OHE OHE OHE ~ OHE UiE OHE ~ OHE OHE OHE sT = I N 535531.8761 ~ ~ ~ , ; , , ~ Q! / 140-06-637
a ~ ~O G~, yob No. ~1e N0. BRIAR CREEK RELIEF SEINER
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a 24" VCP 24" VCP
20 STA 45+00 TO STA 49+50 As Built Dote i
- - - - - - - - 40- 0 - 30 - - - - - - - - - DEWBERRY ABY DKP ABY LBK 04/10 Sheet OF
No. Dote By Revision Surveyed By Designed By DroWn By Project-Engr Approved By Dote 15- 69 -
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HOR: 1" = 20'
1 6 5 ~0 20 615
49+ 50 50+ 00 50+ 50 51+ 00 51+ 50 52+ 00 VERT: = 4~ 52+ 50 53+ 00 53~ 53+ 50 54+ 00
~ I ~ NOW OR FORMERLY / ~ CALL NC ONECALL
~ NOW OR FORMERLY - ~ ~ JBW PARTNERSHIP x ~ ~ \ JOHN.A. ROSS ~ ~ ~ ~ BEFORE YOU DIG
~x , ~ ~ ~ ~ D... 127-103-13 ~ ~ \ ~ ~ _ 1,27-1 D4-15 ~ ~ ' 19806-525 ~
tx k, ~ \ ` 22749-769.. ~ 5-217 ' - ~ ~o STOP / / 1-800-632-4949
I ' 18 ~ ~ ~ ~ 230 249 / ~ LOT 28 AVOID UTILITY DAMAGE
„ I ' 2643 BAY ST I' NOW OR FORMERLY 2656BA1''S~ . BLDG MNCKLENBURG COUNTY AND ~ ~ ~ " ~ NOW OR F©RMERIY I
..REAL ESTATE/FINANCE DEPT... V ~ ~ D.L. PHILLIPS INVESTMENT I BUILDERS INC.
~ ~ _ S ' N 536044.94 127-102 01 _ ~ , 61..82 656 ~ . J ~ ~ v ~ i- TJ OF 127-103-15 NOTES:
R 0 n MH~vrw- 05 ~ .....E 1461491.94-. EMOVE AND 230 249 _ . ~ ~ R CE EX~$I~NV_ 1 8„ OUT=645.90 6263-954 Dry VCR I
IM 5 .27 N T ~ is ruRBA CE . - i , PROPOSED.' MH 72 ~ ~ ~ ~ DoT 249 1, CONTRACTOR SHALL BE LIMITED TO ~ITHIN THE HIGH VOLTAGE POy~ER
J TREE PROTECTIO ~ # N SEE NOTE Q _ OPOSED MH 71-~D ,4SPHAL T ~A~TH / / `648 cHESrERFIELD AVE LIMITS OF DISTURBANCE FOR ALL CONSTRUCTION LINES OVERHEAD.
eD-s - STA 52+60.56 ~ TYP ~ _ _ ~ ~ - 5359.07, 97 ACTIVITIES. /
A , 24 oaK N 536034.0579 + ~ „ . -E 1461486 Ol . ,
24" OAK- C.. G o oAK 2„ oAK „ E 1461520.8401 RIP RAP D1 VERSION ~ 15 oAK
c POS ~ ~~Q _ N 535934.28 ~ . - N 53 026. 2 cD-~ H 3026, 2
C A EL 02 _ ~ ~ NN N c 3a F 1 14 44 „ ' - _ E 14 154 - 12 .00 L . 8 SS 20 oAR E 46 7$. ~ Q ~ 18 OAK ~~54Q»~2 D.LNPHILOLPSCINVESTMENT
TEMPORARY - ~ F BUILDERS INC.
PROPOSED MH 71- A o _ ~ -ra~-o°~K ~ . „ _ ~ RfP R P CONSTRUCTION IIQrP !-CAP Uf I l.H , 1 626309544 I
30 -OAK. ~ .15 HARDWOOD b , CD I 5 ~ _ - 4 OAK _ , , _ N _535888.16 i , EASEMENT 230 "249
PER A T ' M N e N. . E 14614$8.82 ~ LOT 15 265` CHESTERFIELD AVE
- - o i 24" OAK (O; 24" HARDW D SEWER e ~ - , , 18 _ HARDWOOD ~
PLUG & ABANDON o / „ e ~ , - ~ _ • 15" MAPLE
EASEMEN T o . 1 ~ OAK 4 S ORE . ~ ~ w e ~ ~ ' - EXISTIN 8" VCP ~ k
° ,.goo _ - ~ ~ ~ „ ~
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18" HARD OOD - I ELDER v' W ~ - ~ 2 _ ~ - ~ 39
_ ~ B-505 ~ ~ - 1„5 MAPLE.- 24 OAK F
~ 24 R _ Z 18" HARD _ - ~ - 15" OAK ~ ~'~~Q AK 18" MAPCE2' ~ ~ Irr^Q
I - - • 4.58 - - h1 ~ - . ~ 2 ~ ~ ~ 18 MAF _ 5755 t
N6 - - ~ - _ " 12" BOX ` ~ vJ
{ _ ~ ~ k X _ _ ~ ~ N 535896.93 „ ELDER a D 18 HARDW004_ ~ LDER ~ ~ ~
~ 30" OAK r ~ 24 HARD 00 _ E 1461 ,C~ \
a ~ ~ ~ + EMH 04-210 \ ' \ I ~~uu~y' I V
~ ~p BOX ~ ~ ~ , _ 18 OAK RIM 643:07 " 12" MAPLE 18 :HARDWOOD _ p ELDER ~ 24"."INV IN-634.77: 536014.,1 + r~ N 12" MAPLE
U ' _ ~ ~ i 42 -HARDWOOD 24" INV OUT 634,:77 p Ij~V ~ Camp Dresser & McKee
~ ~ 18" MAPL ~ (3) 10"'HARDWOOD E 1461538.55 ~ ~ , - ` ~ 24 Box ELDER N '536001,20 301 South McDowell Street, Suite 512 Q
~ - PROPO MH 71 MH a4-too - , . ~ ~ _ _ _ RIM-642.72 N 80.41 ; " E 1461530.25 Charlotte, North Carolina 28204
STA 51 +06.73 ~ ~r INV IN 636.D 1 g 0" North Carolina State License Number F-0412 / ~ Tel: [phone] Fax: [phone]
rv ~ ~ ~ 24 INV IN 634f3~ " _ ~ „ E ..146.1514.57 NOW OR FORMERLY \ \ \ /
- N 535881.3601 Q 24 wv our 6 :32 D.. PHILLIPS INVESTMENT BUILDERS, IN O h ;
E 1461502.1854 Q _ 127-102-02 A z - - - - _ XISTING \ N ~ TEMPORARY ~ 3 954 ~x~sr~Nc ~ CHARLO~P~PD-1V~~CKLDNBURG
23 - SE ER ~ CD Q , W sEwER ~ ~ U'PI LI'PY D D PAR'PNt D N'~
SILT FENCE , ~ ~ ~ Lor 7 ::EASE E - M EASEME T ~NGIN~~RING DIVISION
~ ~ _ _
ni r NOW ORFOR.f \ ~ MECKLEN U COUNTY I. ~ ~ ~ ' - - U ~ - - - - / CHARLOmmD, NORmH CAROLINA
\ ~ , , I ;t02-01 ~ i ~ ~ 2 61-82-656 ~ ~ 140-06-637
a _ ~ ~ \ ~ 230-249 / ~ ~ \ Job N°. File N°. BRIAR CREEK RELIEF SEWER
rn ' p ~ NOW OR FORMERLY 3 U / \ - ~ D.L. PHI-CLIPS INVESTMENT BUILDERS, INC ~ ~ ' INS Stoles PHASE ll
i _ ~ , e~„ . ~ 127-102-03 i ~ / ~ / 6263-954~~ PLAN 1'=20'
~ ~ ~ f„-~•'f `C' ~ ~r ~ ~1 ~ _.230 249 PROFILE ,
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54+ 00 54+ 50 55+ 00 55+ 50 56+ 00 HoR: = Zo' S6+ 50 57+ 00 57+ 50 58~ 58+ 00
~ ~o o Zo Z " ~ 5 CALL NC ONECALL
~ ~ VERT: 1 = 4 z BEFORE YOU DIG
~ ~ PROPOSED MH 73-A ; X x _ # x x 1
N 536247, 97 z o a o~E NOTES: S T 0 P 1 1-800-632-4949
I NoW OR FORMERLY ~ , x A REPAIR REPLACE PHILLIPS D.L. INVESTMENT ~ • ~ ~ N ~ . E,1461645..48 AVOID UTILITY DAMAGE
I t2.7,-103-14 ~ LP C-43 PA E E T _ C _ vMN ...6263-954 ..MAPLE ' ~ 1 1, CONTRACTOR SHALL DEMOLISH BUILDING PER THE REQUIREMENTS OF
ROCK . 23a z49 ~ ~ _ SPECIFICATION 02065. THIS BUILDING y~AS CONSTRUCTED ~IITH ASBESTOS CONTAINING MATERIALS ~HICH MUST BE REMOVED PER THE
D-1 , LaT 15 . c CHECK SAM x z 2632 CHESTERFIELD 18 MAPLE ~ 12 OAK ~ - - ~ ' ~ ~ REQUIREMENTS OF SPECIFICATION 02080, ASBESTOS ABATEMENT. DA GER!
~ D „ p NOW OR FORMERLY
` ~ - - Hf D.L. PHILLIPS INVESTMENT 2 , SY~s~~~ _ _ - - - - _ PROPOSED 20.92 LF 8 SS c 39 BUILDERS, INC 2. APPROXIMATE LOCATION OF SANITARY SE~yER SERVICE LATERALS HIGH VOLTAGE POy~ER
~ ~ N~- o x 127-102-04 BLDG 1 BET~yEEN EMH 04-230 AND EMH 04-240, CONTRACTOR TO FIELD LINES OVERHEAD.
~ ~ °N 2100 E. INDEPENDENCE BLVD PROPOSED MH 73 f ~ I LIMNS of _ VERIFY LOCATION BASED ON PRE-CONSTRUCTION CCN. RELOCATE
D ~ ASPHALT ~ - x STA 55+22.48 x DISTURBANCE PARKING ACTIVE SANITARY SE~yER SERVICE LATERALS TO PROPOSED MH #75-A
n ~ - pti s 18° MAPLE x 536252, 0824 ° SEE NOTE 3 1rE 3 (SEE SHEET C-14).
. 12 OAK ~ 3. CONTRACTOR SHALL NOT DISTURB EXISTING CONCRETE PAD.
\ " 71 TEL PED r E 665, 98 18" MAPLE k\ o x ~ E o
Z ~ ~ Q ~ I ~ - _ ~ cD-s SECURITY FEI _ ~ x URI T Y FENCE ~
_ - ~ _ - x
y , „ ~ ~ 1
° 11 E 261, 92 3 39 - ~ x ~ N3 - B 524 I SEE NOTE 2 x E2
~ ~ x (n 24" SYCA ORE - - _ _ 0
i - - - 8° OAK 12" BOX ELDER _ , J ~ - - - - - ~ _ =x x- z
- -
O ~ 6 , I o F o 18 ..MAPLE ~ , \ _
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536340.46 RIM=648.82 N LP ~
24" INV IN 635.61 ~3 E 1461778.15 24" INV ouT=635.61
N 38.58 ~ ~ v .0), ~ z - G -`i
E 1 .1 76 . ~ - - _ - ~ ~
- - - o m ~,I - ~ - - - - EMH 04'-220 \ ~ - , - o - - - - - , - - - - - - -------J
- - SIDEWALK RIM 646.47 ~ ~
I ~ ~ ~ ~ 8" I V IN=636.77 / / / / / _ ~ x x. / / / / / / ~ 24.-INV IN-635.27 ~ / / / i i i p
24" INV OUT=635.27 / / / / / / / ~ ~ n ~ - .
EXISTING UTILITY CR SSING, ~ / a NOW OR FORMERLY ~ ~ / i y G
~i D.L. PHILLIPS INVESTMENT BUILDERS, INC ~ / / / / / / ,p / / / .i i w. o i i ~ ~
o _ _ S TE 1 oN SHE G-3 ~ - a 127 102 03 ~ / / / / ~ I 6263 954 TYP ~ TEMP RYA ~ / /A,~ - / / /
0 230-249 \ / / `~4 ~ „ / ~ ~'Q ~ ~ Camp Dresser & McKee
U I LOT 6 S..... T ~EN \ + / ~ / / ' ~ WYANOKE A oHe _ _ _ \ \ / / / / / / / / , /
a oN¢ I \ P P 301 South McDowell Street, Suite 512
p ~ - PROR SED MH~{74 / ~ ~ / / ` otte, No 0 28204
p~E °>aE °Hf ~ ~ $TA 56+ ,55 v_ - / - / v ~ North Carolina State License Number F-0412 / Tel: [phone] Fax: [phone]
N ~ I \ I ~ / / o E . _ ~ _ pH _ _ _ N 536319? 3363 ~ /
- 0 oNE _ pHf ~ ~ ~ , , ~ ~ k + \ pH ~ /
N _ - OH X5.4274 f ~ OHE f ~ ~ ~ ~ , ~ X - X ~S - Q _ ~ CHARLO~P~PD-1VtBCKLDNBURG X ~ Q
~ V k ~Hf Hf ,..`"~-n ~ . -~f ~ re p ~ . a TEMPORARY He - U'PILI'PY DDPAR'P1VtDN'~
\ A ri ~ A m _ ° N SEE CO.~L
~ ~ ~ ~ cONsTRUCT~oN ~ ~ ~ - . - ~NGIN~~RING DIVISION
M ~ o~ - _ . _ pHf ~ SEE , T , , _ - ~-U, ~f , _ PERMANENT pH f - \ CHARLOmmD, NORmH CAROLINA
pH ~ \ SE ER _ 1 BUILDING TO BE DEMOLISHED
I _ _ _ _ _ ~ _ _ He e ~ ~ INSET A 'Joe No37 File No. BRIAR CREEK RELIEF SE ER
- 1 - -IMF - w NTS soles PHASE ll
~ 1 \ ~ \ EXISTING BUILDING PLAN , °=zo~
- M PROFILE
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No. Dote By Revision Surveyed By Designed By DroWn By Project-Engr Approved By Dote 17 69
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PROFILE 620 620
58+ 00 58+ 50 59+ 00 59+ 50 60+ 00 60+ 50 HoR: _ ~o' 61+ 00 61+ 50 62• 62+ 00 62+ 50 63+ 00
,a ~ 0 0 20 , CALL NC ONECALL
- N / ~ / / ~ / ~ i DA G E R! BEFORE YOU DIG
I 2 / ~ / / ; + / / / /
3 I NOW OR FORMERLY / 2 0 4 / / STOP / / , ~ x oNf ~ \ y HIGH VOLTAGE P01NER 1-800-632-4949 LINES OVERHEAD.
D.L. PHILLIPS INVESTMENT / ~ ~ ~ / I CB / / / / BUILDERS NC / / / > ~ o~~/ AVOID UTILITY DAMAGE
I - - GR EEL 648.04 / 127 102 04 / / ~ L~~
2100 E. INDEPENDENCE BLVD I 639.48 / / / / . N ~ / / / ~ / N / / w / N 536892.76
/ / ~ / ~ s / ~ / / ; - / ~ E 1461953.45
o / ~ s ~ / / / NOTES:
~I / ~ / } ,0 / ~ J ~ / o / /
I _ / ~ / / / v / Q EMH 04 250 / / / J~ / / ~ ~ RIM 648.75 ~ ~ ~ 0 / / ~ ° 1. CONTRACTOR SHALL PLACE A CHAIN LINK FENCE ~IITH
/ 8" INV IN 638.9' / c`-"\ / / / / / / I ~ / / / z~' Now oR EaRMERLY PRIVACY SCREEN AROUND CONSTRUCTION AREA AS ~ D.L. PHILLIPS INVESTMENT SHO~yN ON DRA~yINGS.
24" INV IN 63 .23 / ~ ~ / / ! / / / / I } ~ ~ / / ~ oz~ QQ~ BUILDERS NC ~ E SECURITY
24" INV OUT 36.1// / G / ~ / / ~ 129 D75-07
} / / / RE AIR ' P~, 41R PACE B ,G~~' ~Q~Qv 121 E. INDEP~DENCE BLVD CD-6 FENCE 2. CONTAMINATED SOIL
/ ~ P E T / VM o / , G~ ~ / / _IU T C-43 ' e P 3. EXISTING SEy~ER LATERAL SHALL BE RECONNECTED TO
~ y ~ ~ / v / SECURITY I / / PROPOSED 62.20 E E / ; r ~ / / ~ PROPOSED MH#76 PER DETAIL C SHEET CD-8.
/ SEE NOTE 5 ~ ~ / / / / / FENCE _ / ~ X POP ED H#7 X
LF 10 C-39 CD 6 / ~ 76 I 4. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF
/ ~ / / } ~ / P ES A PROPOSED MH 75-A ~ / ~ / / / # ~ ~ ~ / a / ~ . UNDERGROUND ELECTRIC AND FIBER OPTIC CABLE. SEE N 368. ` 9.90 2 NOTE 1 ON SHEET G-3.
REPAIR REPLACE A ~ / ~ ~ ~ / , / / CC 3 36494.38 ~ r ~ / : ' _ ~ / p~~ E _146 027. 277
PAVEMENT c-43 ~ SE 0 E 6 6 ~ _ ~ - n 5 ADJACENT REXISTINGSNEES STRUCTURES 0 REMAIN IN
14 1 / ~ / oy / `X ~ E 6 873.38 F ~ ~ / / ~ I / ~ IBER P IC / / / / '
N 536520.25 / N 536451.22 : r ; / ~ / 8-416 N PLACE. As A MINIMUM, THE CONTRACTOR SHALL PROVIDE
i , / ~ o ~ ~ ~ E 1461908.78 / ~ . ~ / / / / \ r EXCAVATION SUPPORT SYSTEM TO PROTECT THE
E 1461887.05 x / 24 vCr/ ~ / a~ / / / / ~ / / _ ~ ~ } STRUCTURE INDICATED, UNLESS THE CONTRACTOR CAN / _
EMH ~'4 J > 5 ~ _ ~ F F 383 LF/ 4 A / / } _ _ _ ~l VERIFY THE STRUCTURE IS PILE SUPPORTED. EXCAVATION _ ~ SUPPORT SYSTEMS SHALL BE DESIGNED BY A
TEMPORARY 30 RIM-650.55 0 ~ - 4~ ' / ~ 1 / / /
S 24" INV IN 6 1, Gw a T ~ ~ / FT DIA TUNNEL 5 „ I V 0~ ~ / / - a . N yy / ~ ` 1 ~ ss / hoc Fo / / / - _ ~ N24'01'34"F_ ~ 139,51' PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF _ a ~ HE ~ r',_ ~ NORTH CAROLINA TO LIMIT GROUND MOVEMENT AND
LAUNCH SHAFT / 5 ~ ~ _ - _ _ - - - ~ - - - PROTECT THE STRUCTURES.
r , / / 4~ , / ~ / _ ~ , Q ~ ~ ~ EL V 67L 8 _ _ _ I~ 6. CONTRACTOR SHALL KEEP PEDESTRIAN ACCESS OPEN TO
_ a i
~ . ~ J GB o / - ~ / X w GRAT EL 647.81 _ / " - - x x " x x~. ~ BUILDING AT ALL TIMES. CONTRACTOR SHALL NOT USE
a w - Ir ~ 40' INV ....39.15 ~ _ / ~ \ 1 O THIS AREA FOR CONSTRUCTION ACTIVITIES.
B 415 1 \ , ~ _ `G
a ~ 8 I ~ - / N SEE NOTE 5 _
K ~ i - F ' DBL YI + ~ p ~ k E _ / °Q ~ 'GRATE'EL 645.7 04-: 04-270 EXIST SEWER TE~ORARY 20 T DIA _
ASPHALT _ oc / ~ / N 6 6.50.E + IM 650.., IM 650.55 SERVICE LATERAL TU EL EXIT SH FT ~ ~ Camp Dresser & McKee
~ _ ~ ~ a / / % i'' 24;; INV IP a ~ a i ~ _ - 48 SE ER / - ~ ~ ~ / 24 INV 24" INV IN 636.41 NN 24" INV OUT 636.41 SEE NOTE 3 I ~Gt ~ 301 South McDowell Street, Suite 512
V~ In / \ ~ - B ~ J ' ~ v / ~ 400 / 'I. ~ } - ' ~ - I Charlotte, North Carolina 28204
/ o / F / _ Mr~, / / Q r o F 0" North Carolina State License Number F-0412 E ~ Tel: [phone] Fax: [phone]
N V I ~ / ' ? / oC ~ r ~ 71 G r ~ ~ _ ~ i , o. BLDG cD-s FENCE
Q _ / ~ / ~ 0 : ~ F <v
- CHARLO~P~PD-1VtBCKLDNBURG
N X ~ / / l\0 / ~ ~y 1 ~ S^ / ~ / EXISTING SEER ~ U'PILI'PY DDPAR'P1VtDN'~
rn 4 / \ / ~ i N 536760.58 EASE~(ENT , - DNGIN~~RING DIVISION
/ / \ ~ i / E 1462010.01 / CHARLOmmD, NORmH CAROLINA
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a oye , / F / Job N°. File N°. BRIAR CREEK RELIEF SEWER
m N 5364 7 / ~ / / 3 ~ / / / ~ Stoles PHASE ll
E 146, 843 / / / o o~ / . ~ ' PLAN 1 °=20'
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%D FIE, M TI No. Dote By Revision Surveyed By Designed By DroWn By Project-Engr Approved By Dote - -
M M
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
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63-1-00 63+50 64+ 00
/ A
NOW OR FORMERLY
D.L. PHILLIPS INVESTMENT
BUILDERS INC
129-075-07
?171 It\If1FPFl\If1Fl\I(`p7 RI \/fl
64+50
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SER VICE �4Ilve
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50
SEE NOTE 7 rhe
65+00 PROFILE 65+50
HOR: 1" = 20'
10 0 20
VERT: 1" = 4'
2 0 4
66+00
DANGER!
HIGH VOLTAGE POWER
LINES OVERHEAD.
6 6+ 50 0 6 7+ 00
NOW OR FORMERLY
MILLER REALTY VENTURES, LLC
/CALL NC ONECALL
BEFORE YOU DIG
S TOP
1-800-632-4949
AND THOMAS B MILLER
129-034-08 \REL 0CA TE 12
22823-483
230-249 TER MAIN
1109 MORNINGSIDE \
PR PO ED MH,�79
\AVOID UTILITY DAMAGE
CONTRACTOR AND PROPERTY OWNER ACCESS
MAPLE
SECURI TY FENCE W/
STA 66 18.64
N 5_174J .40 1
E 1461949.99
67+50
EXCA VA TION SUPPORT
W
P or� / w I ;/ X � ♦ GATE, SEE NOTE 1 CD -6 CD -6 _ _` TA I
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l SYS TEM SEE NO TES
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l TEMPORARY PROPOSED MH#78 a �E •/ / / ► I I PROPOSED MH# 79-4_
l fCONSTRUCTIONSTA 64+50.32 A I, ISI
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= _ EASEMENT N �� 7030.20 / / HIE, E 14 61922.4 0 X ► I
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1 I EN TRANCES ETR M4NHOLES I GD-$ III J
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_ UGE
91 �
NOTES:
1. CONTRACTOR SHALL PLACE A CHAIN LINK FENCE
WITH PRIVACY SCREEN AROUND CONSTRUCTION
5�"� MAPLE AREA AS SHOWN.
JO�W OR FORMERLY '
FORD E. GARDNER 2, GRAVEL ENTRANCE SHALL BE INSTALLED PER THE
129-034-10
5261-734 I REQUIREMENTS OF DETAIL H SHEET CD -1.
230-248
PILE LOT 10
3. SEE TRAFFIC CONTROL PLAN TCP -4 FOR
6 COMMONWEALTH AVE I �)
UGE 4� U" I MONITORING POINTS (DMPs) ON THE STRUCTURE
m AND 3 DMPs ON THE CULVERT, INCLUDING 1 DMP
ON THE MANHOLE FOR THE CULVERT. DMPs
A INSTALLATION AND MONITORING SHALL BE AS
0
NOW OR FORMERLY
BRIGHT WASH COIN LAUNDRY LL
129-075-08
24566-17
1126 MORNINGSIDE DR
'"/ 66" INV 642.55 I I s SEE NOTE 2 I I ' •
- - / l "'�SEE / DMH I I � ❑ _ �I I1 NOTES CONT D•
* G / r✓ � I � CAT BUS Q� 2 I
N24 I''34 "E /39.51 -''� / •� �� NO TE 4 / o� / /RIM 653.76 I I _ NC STOP Iw III ' 7. APPROXIMATE LOCATION OF SANITARY SEWER
' / 1 Ir �' �jX' X X 30 ,INV 62.15. Gjh' LP J I DI
�� ✓ �`'� I I - - III SERVICE LATERAL BETWEEN NH 04-285 AND
oe
- - TAE �rTAF TAE TAE- TAE TAE TAS w� �I I EMH 04-290. CONTRACTOR TO FIELD VERIFY
G
BLOCK BLDG PROPOSED 27.39 J � � II � LOCATION BASED ON PRE -CONSTRUCTION CCN.
CONC
NV 6411'21 j I I i (APPROX SIZE / I O' O
- - - fi, INV 6 1. 4 ❑ F 1O" SS C-40 co rr^^ RELOCATE SANITARY SEWER SERVICE LATERAL TO
UM T U138E CHECK VALID S I I AND LOCATION)24" VCPL ' k w W PROPOS
SPECIFIED IN SECTION 02495.
6. COORDINATE INSTALLATION OF CHAIN LINK FENCE
G WITH TRAFFIC CONTROL PLAN FOR THIS PROPERTY
AS SHOWN ON TCP -4.
am WM
MDG Camp Dresser &McKee
301 South McDowell Street, Suite 512
g Charlotte, North Carolina 28204
m North Carolina State License Number F-0412
OP - Tel: [phone] Fax: [phone]
CHARLOTTE - MECKLENBURO
UTILITY DEPARTMENT
ENOINEERINO DIVISION
CHARLOTTE, NORTH CAROLINA
140-06-637
Job No. File No. BRIA R CREEK REL /EF SE VI /ER
PLAN 1"=20'
Scoles PHA SE
PROFILE
Hor. 1 "=20' C- 15
Vert. 1"=4' PLAN AND PROFILE
_ ___ _ _ STA 63+00 TO STA 6 7+ 50
DEWBERRY I ABY I DKP
S
ned By I Dro*n
Sheet Of
ABY LBK 104/10 19 69
Project-Engr I Approved By I Dote
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
CONSTRUCTION PHASING REQUIREMENTS AND
CONTRACTOR AND PROPERTY OWNER ACCESS
MAPLE
O
I
PLAN.
I'll
_H IGHT
+ 4•
THE CONTRACTOR IS RESPONSIBLE TO PROTECT
1�(z
ALL ADJACENT
INN/PLACE. NEW
UTILITIES TO REMAIN As AUMNIMUM,
THE CONTRACTOR SHALL PROVIDE EXCAVATION
4/)
SUPPORT SYSTEM TO PROTECT THE STRUCTURE
U)
INDICATED, UNLESS THE CONTRACTOR CAN VERIFY
W
THE STRUCTURE IS PILE SUPPORTED. EXCAVATION
SUPPORT SYSTEMS SHALL BE DESIGNED BY A
J
PROFESSIONAL ENGINEER REGISTERED IN THE
STATE OF NORTH CAROLINA TO LIMIT GROUND
I
MOVEMENT AND PROTECT THE STRUCTURES IN
- -�
ACCORDANCE WITH SECTION 02275. TRENCH
=
BOXES SHALL NOT BE PERMITTED.
5.
AS A MINIMUM, THE CONTRACTOR SHALL MONITOR
ADJACENT BUILDINGS AND UTILITIES INDICATED BY
INSTALLING A MINIMUM OF 3 DEFORMATION
UGE 4� U" I MONITORING POINTS (DMPs) ON THE STRUCTURE
m AND 3 DMPs ON THE CULVERT, INCLUDING 1 DMP
ON THE MANHOLE FOR THE CULVERT. DMPs
A INSTALLATION AND MONITORING SHALL BE AS
0
NOW OR FORMERLY
BRIGHT WASH COIN LAUNDRY LL
129-075-08
24566-17
1126 MORNINGSIDE DR
'"/ 66" INV 642.55 I I s SEE NOTE 2 I I ' •
- - / l "'�SEE / DMH I I � ❑ _ �I I1 NOTES CONT D•
* G / r✓ � I � CAT BUS Q� 2 I
N24 I''34 "E /39.51 -''� / •� �� NO TE 4 / o� / /RIM 653.76 I I _ NC STOP Iw III ' 7. APPROXIMATE LOCATION OF SANITARY SEWER
' / 1 Ir �' �jX' X X 30 ,INV 62.15. Gjh' LP J I DI
�� ✓ �`'� I I - - III SERVICE LATERAL BETWEEN NH 04-285 AND
oe
- - TAE �rTAF TAE TAE- TAE TAE TAS w� �I I EMH 04-290. CONTRACTOR TO FIELD VERIFY
G
BLOCK BLDG PROPOSED 27.39 J � � II � LOCATION BASED ON PRE -CONSTRUCTION CCN.
CONC
NV 6411'21 j I I i (APPROX SIZE / I O' O
- - - fi, INV 6 1. 4 ❑ F 1O" SS C-40 co rr^^ RELOCATE SANITARY SEWER SERVICE LATERAL TO
UM T U138E CHECK VALID S I I AND LOCATION)24" VCPL ' k w W PROPOS
SPECIFIED IN SECTION 02495.
6. COORDINATE INSTALLATION OF CHAIN LINK FENCE
G WITH TRAFFIC CONTROL PLAN FOR THIS PROPERTY
AS SHOWN ON TCP -4.
am WM
MDG Camp Dresser &McKee
301 South McDowell Street, Suite 512
g Charlotte, North Carolina 28204
m North Carolina State License Number F-0412
OP - Tel: [phone] Fax: [phone]
CHARLOTTE - MECKLENBURO
UTILITY DEPARTMENT
ENOINEERINO DIVISION
CHARLOTTE, NORTH CAROLINA
140-06-637
Job No. File No. BRIA R CREEK REL /EF SE VI /ER
PLAN 1"=20'
Scoles PHA SE
PROFILE
Hor. 1 "=20' C- 15
Vert. 1"=4' PLAN AND PROFILE
_ ___ _ _ STA 63+00 TO STA 6 7+ 50
DEWBERRY I ABY I DKP
S
ned By I Dro*n
Sheet Of
ABY LBK 104/10 19 69
Project-Engr I Approved By I Dote
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

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PROFILE 620 620
6 7+ 5 0 6 8+ 0 0 6 8+ 5 0 6 9+ 0 0 6 9+ 5 0 7 0+ 0 0 HoR: = Zo' 7 0+ 5 0 71+ 0 0 71~ 71+ 5 0 72+ 0 0 72+ 5 0 NOTES:
I 1 0 2 I
VE T: 1" 4' I ~ . I I, I I I ~ I I 1. CONTRACTOR SHALL PLACE A CHAIN LINK FENCE I ~IITH PRIVACY SCREEN AROUND CONSTRUCTION
_ II ,I _ I _ I I. I I 2 _ Naw oR-FORMERLY I ~ I AREA AS SHO~yN ON DRAy~INGS.
' ~ I ~ M• MORNINGSIDE VILLAGE LLC
I,' 'I 129-036-01 I N I ~ 2. SEE TRAFFIC CONTROL PLAN (TCP-4 & 5` FOR 20997-295 i I N ~ I /
~t-~ - - - I I _ x_x I x x-x-~-x~x-- I - -1218 HANOVER sr CONSTRUCTION PHASING REQUIREMENTS AND
I x I I W 251 HOUSE 36" APLE 12 MAPLE I I I 2516, 2528, 26oa AND 2632 ~ ~ I ~ CONTRACTOR AND PROPERTY O~yNER ACCESS MCCLINTOCK RD ~ ~ \ I PLANS.
I I 1 NOW OR FORMERLY I ~ OR FORMERLY I X I o I
w I I N W GARAGE I I LIFFORD EUGENE GARDNER I I ALI BAHMANYAR I ~ ~J I ~ Q m. 3. AS A MINIMUM, THE CONTRACTOR SHALL MONITO
129-034-10 h I 24'' ALE AND LAURA BAHMANYAR ~ I ~ I 5261-734 N ~I I - 129-035-10 xr ~ _ I l a I, I I ~ ~ ~ ~ ; l ADJACENT BUILDINGS AND UTILITIES INDICATED BY
230-248 !I - I I ~ ; I 10275 776 I ~I 1 Q I ~ INSTALLING A MINIMUM 3 DMPs ON THE CULVERT
LOT 10 I. I AP ~ 230-248 I I I `I 1 12636 COMMONWEALTH AVE I ~ LOT 10 30 MAPLE , ° x . I I-,~ Z ~ I I INCLUDING 1 DMP ON THE MANHOLE FOR THE
X20" MAPLE I ~ ~ I ~ T A x I I I m 2637 coMMONWEAL H vE. I PROPOSED, MH 81 D, MH#81 P PROPOSED G / MH iaPPROx) 1 CULVERT, DMPs INSTALLATION AND MONITORING
w~ I REPAIR REPLACE H SEE NOTE 4; I I I~ I g OUSE I I, °Y,E SHALL BE AS SPECIFIED IN SECTION 02495. ~3 104.13 LF I xl ~
I I I STA 71+75:11. PORARY EDl T , ~ I ~ I _ ~ ~ UII : I I PA I/EMEN T , 75.11 _ C-39
I o~ I_ C x I I x ~I N 537601.5847 CO TRO DE 1CE, c~-~ I. 1.5847 do 12" i ~+~~~E : 11~ , 4, CONTRACTOR SHALL AT ALL TIMES PROVIDE ~e / N k ~ N 1 f ~ ~ ACCESS TO RESIDENT AT 2637 COMMON~yEALTH
STCF~O AR I ~ - oN 8" .._APLE [ x - _ I' ~ ! 4 40 ' F n - x ~ ; x_-x : ,I E 62258. 05_. 58.4005 3"° ~ °",hid ~ ~ \ X AVE FOR PARKING VEHICLES IN THEIR GARAGE.
„ PR I ~ ~ 2„ REE 1x2!, TREE l2 TREE I I.. ' ~ 24 BIRCH ~ ~ ~ _ _ ~ PP °"F X~~ l() H (A~ »n~X xX -x x ~-x-X _ _ _ _ _ ~„~..,~~-0~ cRArE 651.09 - i/ L' 5. THE CONTRACTOR IS RESPONSIBLE TO PROTECT
- - ~~HE \ - - ~ - . ' , OHE / PP OHE °-i7HE _ _ OHE HE O X oHEX OHE ~ oHFX~ (1HF ~ ryF - r HE HE j~ .~„"W'_7C- .-_X _X X -X-
-x x x _ x x T- x x I i ~ : - ALL ADJACENT EXISTING/NEy~ STRUCTURES TO .-----1 w REMAIN IN PLACE. AS A MINIMUM, THE
\ - x - 'F \ - w w - w ,f DI w-, w w- ~ \ ~ PPR INV 4 . w ~i w w., w SEE 0 TE 3 w _ ~ w w CONTRACTOR SHALL PROVIDE EXCAVATION
N w w w o TEMPORARY 20 FT D!A X X~-X ~ X E r n ~GQ ye SUPPORT SYSTEM TO PROTECT THE STRUCTURE
~ ~ ~ o - - - - - - - - - - ~ SECURITY. FENCE - V TU V EL EXIT SHAFT c~-s B 410 NN EMH o4-305 INDICATED, UNLESS THE CONTRACTOR CAN VERIFY
INV PLUGGED 1 SEE 0 TE 5 WIRE HEICHr RIM s51.44 THE STRUCTURE IS PILE SUPPORTED. EXCAVATION E~EV 67o.a2 12" INV~4z15 SUPPORT SYSTEMS SHALL BE DESIGNED BY A
W ~ a" INV IN 643.x1 PROFESSIONAL ENGINEER REGISTERED IN THE ~ N ~Q 12' INV IN 642.23 STATE OF NORTH CAROLINA TO LIMIT GROUND
° 3 9 2~' E N33 3 27 E ..........269.47 28. E F W MORNINGSIDE DR Z ~H w RI TY F z SECU ENCE I . ,
~ APPROX INV 647.10 IM 652 6 ° ° ° 3 ~ co-s c~-s 50 FT PUBLIC R W ~W~ ~ ` ~ MOVEMENT AND PROTECT THE STRUCTURES. ti
INV I 64 .oe WITH',.. GATE 3 ayE oyF ° INV I 6 6.06 , 1 ~ I ~ PLUG AND ABANDON
Z - - - - ' - ~~~;X ~ ~~,50 EXISTING 12" VCP
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~ . o I k / N 537377.2840 tiF ~ ~ I I V Camp Dresser & McKee
~ f E 14 1 0505 a ~ I I ~~E 301 South McDowell Street, Suite 512
0 OR FOR ERLY I ~ ° C~' - o N W M I I I I C J ~ BRIGHT WASH COIN LAUNDRY, LLC I 1 f ~ I ~ ~ ~ Charlotte, North Carolina 28204
~ 129-075-08 lo,~ - 0" North Carolina State License Number F-0412 ~ Tel: [phone] Fax: [phone]
24566-17 JI I ~ N I~ U 0 1126 COMMONWEALTH AVE I Q ~ 3 ~ I^ ~
I ~ I NOW OR FORMERLY o r C~ 1! ~ '1 I! I
N I I I MICHAEL K HOWZE MORCOM LLC N - Q II I I 129-041-55 CHARLO~P~PD -1VtBCKLDNBURG
N I - - I I ° L1-3 AND P4 M230-249 ~ ~ Q I I I CONDOMINIUMS ~ I Q I N 18681-28 U'PILI'PY DDPAR'P1VtDN'~
~ I I I 2709 MORNINGSIDE DR I I I I 2711 MORNINGSIDE DR ?
~ * 1 I I' ~NGIN~~RING DIVISION
~ I ti I U I o I I v ~ 0 CALL N CHARLOmmD, NORmH CAROLINA CALL NC ONECALL
' ~ ~ EMH BEFOR = I 1 II BEFORE YOU DIG 140-06-637
I RIM 6 2 1 I a J Cd I ~ , I 8 INV I~ 4 .
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v I I ~ I ~ 1 o I I ~ I - PROFILE .
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Camp Dresser & McKee
301 South McDowell Street, Suite 512
wvimft Charlotte, North Carolina 28204
1 North Carolina State License Number F-0412
OP—Tel: [phone] Fax: [phone]
CHARLOTTE -MF7CKLF7NBURG
UTILITY DEPARTMENT
P7NGINE9E9RING DIVISION
CHARLOTTE, NORTH CAROLINA
140-06-637
Job No. File No. BRIA R CREEK REL I EF SE WER
PLAN 1"=20'
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1 NOW OR FORMERLY EXI TI G N NOW OR FORMERLY ~ JASON OLrVER S T 0 P
- - ° TIFFANY S: CATERINA 10 0 20 1 NOW OR FORMERLY 129-041-50 SE ER \ . APRILLUNDY i 1-800-632-4949
MECKLENBURG COUNTY _ VERT: 1" = 4' ' 1 20473 641 -t 129-041-06 EA MEN T , 129"-041 46 ~ AVOID UTILITY DAMAGE \ 21130 702.- ~ I
2757-355 1222 IVEY DR _ I 1~ 2 o a _ _ 131 D IVEY DR
4 403 1 LOT 4
I I ~ PROPOSED B I .NOW OR FORMERLY MORN NGS DE DR ' » _ KELLY. G. BURKE RLY KE \ DA GER!
~ c^c^ c 4o PROPOSED MH 85- - 15.00 LF 8 JJ ~ LAUREN E. BURKE._
1 129-041-47 N 538012, 82 - KE / ~ \ HIGH VOLTAGE POy~ER
PROPOSED MH 85-A NOW OR FORMERLY ° _ 12566-989 ~ NOW OR FORMERLY 14 JOHN DURRANT 1302 IVEY DR ~ (ARTHUR BLOOMWELL & KEVIN CRUMBLE E 63050, 38 LINES OVERHEAD. R
_ _ N 538000, OO SHANNON COOK 129 041 51 129-041-48 / I NOW OR FORMERLY
1 14398-189 - NO OR FORMERLY _ ~ ~ E 1463042.59 I w ~ 12724 146 - 1214 IVEY DR \ ~ REID HAYES & ASHLEY ALLEN 1.234 IVEY DR ~ MECKLENBURG COUNTY I
0 ~ 129-041-49 ~ I 129-041-52 20385-134
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~4~INV IN°641.24 N E 146 80.81 ~ - - M . 24" NV~UT-T>4'1.2#- nJ _ . - n Charlotte, North Carolina 28204
STA 82~ 9:~ _ _ - - K T - 0" North Carolina State License Number F-0412 _ - ~ Tel: [phone] Fax: [phone]
N 15" OAK ~ _ _ _ _ ~ ~'~-~1.~ M - 537987, 345 ~ - , . - _ . O ~ =L~~
1 ~ E 1463D5-~ 3 74 _ o ~ _ ~ ' ~ \ 1^
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_ ~ ~ ~ ~ _ _ EASEMENT -Nr -
_ CHARLOmmD, NORmH CAROLINA
- _ _ ~ , 1 140-06-637
a , , -,I Job No• File No. BRIAR CREEK RELIEF SEWER
1 ~ . m ~ ~ ~I f~,,-~ ~ ~ _ Sales PHASE ll
_ ~ _ ~ ~ ` vim,-~,~ ~ ~ - _ -
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1-052-03 29 a~ Hor. C-19
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STA 81+00 TO STA 85+50 As Built Date
U rn - 10 0 20 OHF
E OHE - OHE OHF DEWBERRY ABY DKP ABY LBK 04/10 Sheet Of
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85+ 50 86+ 00 86+ 50 87+ 00 87+ 50 88+ 00 88+ 50 89+ 00 89~ 89+ 50 90+ 00
NOW OR FORMERLY ;FORMERLY CALL NC ONECALL
ARY KANELOPOULOS D KATHERINE M. KANELO 0 .LOPOULOS D BEFORE YOU DIG I. KANELO OS S T O P
~ 129-041-41 -041-41
3020-247 1505 ST GEORGE ST 20-247 GEORGE ST ' 1-800-632-4949
I ' ~ - N 538640.2655 AVOID UTILITY DAMAGE
E 146.3•'287.3673
NOW OR FORMERLY MECKLENBURG COUNTY DA GER!
129-041-53 ~
22449-571 IVEY DR ' . ~ . S T GEORGE S T HIGH VOLTAGE POy~ER
i , I LINES OVERHEAD.
NOW OR FORMERLY _.5O FT PU,BLI C R YY. I MECKLENBURG COUNTY
• 129-041-34 i
21220-153... i M46-736
1504 ST GEORGE ST
' 12" BOX ELDER _ s~ s~
rI '
PERMANENT ' " _ . BOX' ELDEF " BOX ELDER.
_ _ 8 OAK A SEWER _ TEMPORA Y TEMPORARY CONSTRUCTION . I
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o STA 88+32.42 ~
~ N 538512.2650 8" BOX ELDER ~ ~ x
~ ~ e ~ e ~ N 538527, 9549 o e ~ e E 14..,63328.8895
- - - E 1463314, 5647 - _ _ 1 z" OAK e ~ e I
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~ ~ - ti ~ 8° goX ELOER E 1463396.3560 ~ X _g
a (q ~ - - - - 8 CHERRY 6' - I W - ~ - - ~ ~ 8" BOX ELDER - 1,.. _ - - - ~ '
I 12 BOX ELDER 12 CHESTNUT - 8 CHERRY ~ ? - - - _9 J - - N 538600.6239 0 12" MAPLE 24" BO ELDER > 8" MIMOSA tea ~y
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d ° . \ ` r 301 South McDowell Street, Suite 512
8" M LE N 538496.58 8' MIMOSA I ~ e,~senrg Charlotte, North Carolina 28204
...__538400, 73 E 1463343 N 1 - ~ N I ~ 5 - ~ North Carolina State License Number F-0412 ~ _ _ - Tel: [phone] Fax: [phone]
' 24" VCP M 24" VCP 14 4 Y O - - E 63308.5 ~ - o
~ - - I, _ -
N N \ _ - - _ - ~ CHARLO~P~PD-1VtBCKLDNBURG - -
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N ~~„~r G _ - EASE .ENT TYP - „ a ~ ' 140-06-637
I 1 A TEMPORARY - ~ - ~ ASEMEN-T _ a o K _ _ _ ~ a 8965 125 ~ . _ 1 ~ _ _ Job N°. File N°. BRIAR CREEK RELIEF SEWER
I ~ _ _ _ _ 3 ~ ~ 1601 EASTCREST DR - ~ 0 Soles PHASE ll
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MECKLEN,BURG C TY II 129-041-40
12-9-041 -34 4978-232 00-
,2l II 536 SANT, GEORGE ST.
M46-737
1504 SAINT GEORGE
No. I Dote I By
NOTE:
1. SEXIER SERVICE TO ST. GEORGE STREET PROPERTIES SHALL NOT
BE INTERRUPTED.
2. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL ADJACENT
EXISTING/NEW STRUCTURES TO REMAIN IN PLACE. AS A MINIMUM,
THE CONTRACTOR SHALL PROVIDE EXCAVATION SUPPORT SYSTEM
TO PROTECT THE STRUCTURE INDICATED, UNLESS THE
CONTRACTOR CAN VERIFY THE STRUCTURE IS PILE SUPPORTED.
EXCAVATION SUPPORT SYSTEMS SHALL BE DESIGNED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH
CAROLINA TO LIMIT GROUND MOVEMENT AND PROTECT THE
STRUCTURES.
3. BEFORE ANY WORK TAKES PLACE ON PARCEL 30 AND 31 , THE
CONTRACTOR SHALL HAVE THE TEMPORARY STORAGE AREA
PREPARED AS INDICATED. THIS AREA WILL BE USED BY THE
BUSINESS LOCATED ON PARCEL 30 AND 31 FOR THE STORAGE
OF VEHICLES WHILE CONSTRUCTION ACTIVITIES DISRUPT THESE
PROPERTIES. ONCE CONSTRUCTION AND RESTORATION ACTIVITIES
ARE COMPLETE ON PARCELS 30 AND 31, THE TEMPORARY
STORAGE AREA CAN BE USED BY THE CONTRACTOR, IF NEEDED.
4. CONTRACTOR SHALL TIE—IN TEMPORARY FENCING TO EXISTING
FENCING TO PROVIDE A TOTALLY SECURED AREA.
5. SEE TCP -6 FOR TRAFFIC CONTROL PLAN AND CONTRACTOR
ACCESS REQUIREMENTS.
Revision
/CALL NC ONECALL\
BEFORE YOU DIG
STOP
1-800-632-4949
\AVOID UTILITY DAMAGE
DANGER
HIGH VOLTAGE POER
LINES OVERHEAD.
Camp Dresser & McKee
301 South McDowell Street, Suite 512
&vim" Charlotte, North Carolina 28204
m North Carolina State License Number F-0412
OP—Tel: [phone] Fax: [phone]
CHARLOTTE -MF7CKLF7NBURG
UTILITY DEPARTMENT
P7NGINE9E9RING DIVISION
CHARLOTTE, NORTH CAROLINA
140-06-637
Job No. File No.
Scoles
1 "=20'
PLAN
PROFILE
Hor.
Vert,
DEWBERRY
S
BRIAR CREEK RELIEF SEWER
I /ER
PHA SE 11
1"=20' C-21
1 „=4, PLAN AND PROFILE
STA 90+00 TO STA 94+50
ABY
DKP
ned By I Drown
ABY I LBK 04/10
Project-Engr I Approved By I Dote
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94+50 95+00 95+50 96+00 96+50 97+00 97+50 98+00 98~ 98+50 99+00
SECURITY FENCE E F NOW OR FORMERLY ~ CALL NC ONECALL
~ A ozoNE INC LTH _GA TE TYP CD-6 D-6 ~ " I' ~ ' ~ x - - - \ , ~ 1 9-041-32 II - BEFORE YOU DIG NOTES:
- - - - - 1518=429 - ~ c I " I ST. GEORGE ST Z_--- - r- ? ~
7 ~ ~ I ~ I ~ STOP 1, INSTALL 1NOVEN COIR FIBER MAT AND LIVE STAKINGS 1-800-632-4949
5 0 F T ..:PUB I C R ~ / 280 CENTRAL AVE I I uT -r- uT ur ~ 1 I 1 ur uT AS SHOWN ON DETAIL B, SHEET CD-1. RIP RAP IS AVOID UTILITY DAMAGE
uT o I x ° =I U - - ~ - - - x = x - x x TOP ALL 657.4 ~ J ~ ~ ' 1 NOT NECESSARY AT THIS LOCATION.
u~ CONCRETE ~ I r II ~ ~ / x-~rr'~ c'~4vAL~ TOP .29 Q _ J I 2, CONTRACTOR SHALL INSTALL TEMPORARY CHAIN LINK
UT ~ I ~ p I' 1 ASPHALT T P RARY FT IA - - \ slc EM 0 30 D 1 FENCING TO PROTECT GUY y~IRE FROM DA GER!
-PROPOS H 90 ~ m , M Y~IR ~ # ~ I ~I GU W E 8-412A ~ h CONSTRUCTION ACTIVITIES.
TU EL LAU CH SHAFT \ ~ ' ~ _ NN N ~ STAN 96+48.03 - ? PROTECTION, + ~ L 3 STRAND BARBED WIRE ~ Z W HIGH VOLTAGE POy~ER
CHAIN LINK FENCE ~ ° ~ T - N 539241,1851 SEENOE2 1 3. SEE TRAFFIC CONTROL PLAN (TCP-6) FOR LINES OVERHEAD.
I ~ .W I I roP wALL 657.22 B-412 E 146 11.912 oNE ~ I o x CONTRACTOR AND PROPERTY Oy~NER ACCESS
ye xl ~ E F SECURITY FENCE oNE ~ I , REQUIREMENTS AND LANE CLOSURE PROCEDURES AT MASONIC DRIVE.
L ~ ~ 3 BLDG I ~ \ I Q ~ I ~ \ ~ 1' X CD-6 CD-6
I NE ~ \ ~ I Wi TH GATE TYP I o I c~ o ~ oyf 1 X I _ ~ ~ 0 I 4, THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL
NOW OR FORMERLY R I~ o~~ ~ 11; I, v x _ G H DEVON PURSE TEIyIPORAR \ rrnn ADJACENT EXISTING/NE~y STRUCTURES TO REMAIN IN
lJ W ~ 129-041-37 oHt. / H _ I _ ~ CO CRETE I o 1 EM 08 060 PLACE. AS A MINIMUM, THE CONTRACTOR SHALL
2285 267 ~ CO STRUC I N N \ \ yF 1544 SAINT GEORGE ST \ ' I = \ \ ~ x RIM=654.63 PROVIDE EXCAVATION SUPPORT SYSTEM TO PROTECT
EA E E r 8 INV IN-646.37 MN \ \ I 18 INV IN=644.32 - ' THE STRUCTURE INDICATED, UNLESS THE
oHt: GRASS i 1 ° YI CB x oy 18 INV OUT 6.44.32 CONTRACTOR CAN VERIFY THE STRUCTURE IS PILE SUPPORTED. EXCAVATION SUPPORT SYSTEMS SHALL
~ ~ GR E 654.24 1 e / ~ _ _ BE DESIGNED BY A PROFESSIONAL ENGINEER
_ - '1 - - ~ , - - - ~ ~ , 18" INV IN 650. 6 COMMUNICATIONS ! C IRE HEIGHT ~ 30' INV OUT 65 .4~ x - _ REGISTERED IN THE STATE OF NORTH CAROLINA TO
PR P ~ ---x- SE ER 0 OSED / G,6 TOWER w I', J I II ELEV 678.32 1 ' ~ - LIMIT GROUND MOVEMENT AND PROTECT THE ORMERLY
SUBSTATION SERVICE -4O 20 00 LF ~ ~ NOW OR FORMERLY I 1 I 1 I 18" VCP o~~' o LATERAL ' AND THOMAS NANG TA iAM rA ~ STRUCTURES.
~ 1\ ~ BLDG LUU PHAM TA n 18" VCP - ~ s ss ss ss s s - s ,o I 095-093-20 ~ NANG TA I 33-20 5, APPROXIMATE LOCATION OF SANITARY SE~?ER SERVICE
E H 08-050 / ~ m I r~ \ 9063 944 i8 44 LATERAL BET~yEEN EMH 08-050 AND EMH 08-060.
I ' / 6 TOP WALL 65658 \ y RIM=653.48 , 6-581 18" INV IN-643.86 ° ~ I I I EX~ST~ V I N n - ~ 2821 CENTRAL AVE rRA~ AvE CONTRACTOR TO FIELD VERIFY LOCATION BASED ON
p 1 ~v~uT ~43~2 ~ - SE 0 TE 5 Z N ? ?II ' - - \ SEWER J CCN AND RELOCATE TO EXISTING 18" VCP OR TO
~ a _ ~ I EASE E T MN MH #90 IF NECESSARY.
_ _ _ _ _ _ EXISTING SEER - II I E - 1~ I 1 \
i I ~ I ~ \ ° I I, I EASEMENT ~ \
I' ~ 4 ~ I" . 1 N20 5 52 E 399. ~ x I \ p < SEE CONCRETE ' I \ 1
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w a L~ BLDG - » ~ - - - RYD 6r, W 172 LF 84 _ _ ~ ~ o o 301 South McDowell Street, Suite 512
o ~ ROPOSED MH 8 I # ~o I - W o m ~ Charlotte, North Carolina 28204
I 2 ~A TuNNEC - - TEMPORAR Y I J _ 0" North Carolina State License Number F-0412 ~ Tel: [phone] Fax: [phone]
M - - ,r I M LE PROPOSED 91 - - _ \ ~
TF C-~ 1 4 I ~ I II S L ENCE N 539 3 .0727 ~ _ o X, ~ STA 98+39.74 I ; ` I r. r I NOW OR FORMERL ( A E~. I ~
N 1463621.640 NHOLE rw H D PURSER ` ~ I,, I I BLDG 1 ~ _ ~ I 6.6389 0 o CHARLO~P~PD-1VtBCKLDNBURG
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I ~ / ~ _ N x - K....- X _ x x_- x - g --x ,x ri ' 1 _ `1 li ~ I _ ~ _ ~ li m IJ. 140-06-637
1- _ _ _ ~ _ 1 , I ~V Job N°. ~1e N°. BRIAR CREEK RELIEF SEWER
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Hor.
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095-102`26 v Sheet Of
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NOW OR FORMERLY 1 ~ 4~0 0 ~ 20 i - ~ y.,-, NOTES; CALL NC ONECALL
NOW OR FORMERLY I I H I ~ x ~ ~ ~ CENTRAL PLAZA LLC DAV D A BROWN AND CAROL K MBROUG - ~ ~ y ~ _ 4 fir' y , " " BEFORE YOU DIG
F/T BROWN AND DAVID A BROWN x ~ ~ v , 095-093-20 095-093-19 ~ 1 ~ r' ' ~ 1, INSTALL y~OVEN COIR FIBER MAT AND LIVE STAKINGS AS S TO P
L4 & 5 B1 M6-581 L4-6 P1-3 B2 M332-265 ~ 2x 4~ 19760-994 16880-440 1 ~ , ~ , ~ . '€MH 08-085 CB SHOWN ON DETAIL B, SHEET CD-1, RIP RAP IS NOT ce ~ . ~ NECESSARY AT THIS LOCATION. 1-800-632-4949
2821 CENTRAL AVE ~ ~ / ~ / x ~ , ~ RIM=65D.96 GRATE 649.92 ' 2811 CENTRAL AVE ~ A~ i „ AVOID UTILITY DAMAGE GRATE 649.92 "
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EMH 08-070 ss _ ~ OE 1 N 53 1049 _ 8 INV IN 646.50 E 14.6 ~ FEN ~ EXISTING SE~/ERLOT 3 83 1 ~ MPORARY 1
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MARY FOSTER AND WILLIAM FOSTER„ ~ y ~ ~ ~ - TYP EX 1Z 59 c
095-102-26 ~ - - ~ 12 BOX ELDER 9 7 ~ 3373-379 - _ - - - - - - - ~ = - ALDER ° a ~ ~ \ 1 N -LOFR 599, 79' - ~ _ O ~ "HEADWALL (V
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, V ~ ~ ~ ~ I 140-06-637
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NOW OR FORMERLY NOW OR FORMERLY OR FORMERLY / ` ` NOW OR FORMERLY NOW OR FORMI ~ NOW OR FORMERLY COUNTY OF MECKLENBURG COUNTY OF MECKLENBURG C TY OF MECKLENBURG " / J'~` COUNTY OF MECKLENBURG COUNTY OF MECKLENBURG COUNTY OF MECK~ NOW OR FORMERLY
REAL ESTATE/FINANCE DEPT REAL ESTATE/FINANCE DEPT 1 L ESTATE/FINANCE-DEPT / / ` ~ REAL ESTATE/FINANCE DEPT REAL ESTATE/FINANCE DEPT REAL ESTATE/FINAt\ ~LNESTATE/FENANCEBDEPT 1 DA GER!
095-102-22 095-102-21 095-102-2D / / 095-102-18 095-102-19 1 095-102-1 095-102-17
12566 466 12566-466 ~ 11766-5b1 / 11766-501 11766-501 11766-50 1640 MASONIC DR ~ 1646 MASONIC DR 1700 MASONIC DR/ ~ 1708 MASONIC DR 1714 MASONIC DR 1 1720 MASONIC 11766-501 HIGH VOLTAGE POy~ER 172o MASONIC DR LINES OVERHEAD.
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~ ~ a T 1 + 1. - 301 South McDowell Street, Suite 512
H S A 07 78. ~ 20 oAK R PLACE ~ 1 107+ 78.19 ~ charlotte, North Carolina 28204
o ~ CD-6 N 540159.281_. AS HALT TRAIL - ~ EXISTING SEWER 0159.2817- 1 - ~ l~ North Carolina State License Number F-0412
M ~ ~ E 14fi4224.90 o NOW 0'R FORMERLY 64224.9008 ~ Tel: [phone] Fax: [phone]
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~ 12566 466 ~ - .f , a U'PILI'PY DDPAR'P1VtBN'~
1632 MASONIC DR ~
1 ~ - ~NGIN~~RING DIVISION
~ ~ _ N - ~ J~ CHARLOmmD, NORmH CAROLINA
N ~ 2 _ - , 140-06-637
a - - ~ _ _ , ~ Job No. File No. BRIAR CREEK RELIEF SEWER
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e TEMPORARY CONGFRUCTION EASEMENT.
UTILITY DEPARTMENT
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00 ENGINEERING DIVISION
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PLAN C-31
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As Buift __6�Tt_e S TA 1 3 5 + 0 0 TO STA 139+50
10 0 20 DEWBERRY ABY DKP ABY LBK 04/10 She Of
No. Revision Surveyed By Designed By Drawn By Project—Ein;-g;�i-r;: Approved Ely —Dote 35 69
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

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10 South McDowell Street, Suite 512
Charlene, North Carolina 28204
North Carolina State License Numbeff-0412
Tel� 704 -34? -4546 Fax: [phone]
CHARLOTTE -MECKLENBURG
CUM UTILITY DEPARTMENT
IN ENGINEERING DIVISION
TEMPORARY CHARLOTTE, NORTH CAROLINA
CONSTRUCTION 140-06-037
EASEMENT Job No. File No._ BRIAR CREEK RELIEF SEWER
sooles,
PLAN 1"=20' PHA SE H
PROFILE Her. 1 *-20' C-3 1 4
Vert 1 =4'
PLAN AND PROFILE
S TA 148+50 TO STA 153+00
As Built Date
Of
04/10 ShW
OEWBERRY ABY DKIP ABY LBK
No. Date By Revision Surveyed By s n Ora By Pro*t—Engr App -Nit—o
. .. . . . ...................... ..
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

D'4r� U U 1:5-1- Z:) U a+ -i- U U e+ -f- t) U -1 nn-f-uu 'I n n -i- Z:) U -I n
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Camp Dresser & McKee
SEE NOIE,
301 South McDowell Street, Suite 5 12
EXISTING
*swwft Cliarkom, North Carolina 28204
North Caroli aa State Licecto Number F-0412
4"m*m
Tel: [phone] Fax: 7U4-342-2296
EAS� T
CHARLOTTE —MECKLENBURG
UTILITY DEPARTMENT
"C.
ENGINEERING DIVISION
X
CHARLOTTE, NORTH CAROLINA
140--0-637
Job No. File No.— BRIAR CREEKRELIEF SE WER
Scales
PHA SE H
PLAN 1 20'
PROFILE
k Her. 1"=20' C-35
veft. 1'-4- -
LAN PLAN ANO PROFILE
N-65
--- STA 153+00 TO STA 157+50
15" IN T=65C As Built
20'
Shoot
DEWBERRY ABY DKP ABY LBK 04 1
10 0 20 No. Date By Revision ..... . ..... ........ !:�ad� Doellned a Drawn larp*t-Engr Ap ved ate 39 69
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

V V
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As Built Date .... ... ........... Of
Sheet Of
DEWBERRY A13Y DKP ABY LBK 04 10
No. By Revision Sqn2)2d By By Drawn By Project—Enir � Approved By --60—to 40 69
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

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EA SONEIII T 0milesto 301 South McDowell Street, Suite 512
we"wift Chattotte, North Carolina 218204
"ite"Ne*0 North Carolina State License Number F-0412
104- - '142
Tel, ' -341-4546 Fax: [phone]
KNOWN IN 11
CHARLOTTE
FU TURE 42 UTILITY DEPARTMENT
SANITARY SEWER ENGINEERING DIVISION
CHAR L 0 T T E, NORTH CAROLINA
140-06-637
Job No. File No, BRIA R CREEK REL IEF SE WER
Scales PHA SE H
PLAN
PROFILE
Her. C -J7
Ved
PLAN AND PROFILE
S TA 162+00 TO STA 165+10
via—BuIlt Date
Sheet
DEWBERRY ABY DKP ABY LBK 04/10
No. Date By Revision Surveyed By Desioned 0 19y Date 41
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

5a5 645 HOLE #6 EXISTING MANHOLE s5o s5o PROPOSED 8' DIA MANHOLE # 3
PR P lA INSIDE DROP #04-070 INSIDE DRO
MANHOLE #60 STA 0+00.00 STA 0+99.08 STA 0+00. 0
INSIDE DROP RlM TO MA rCH GRADE RIM= 637.06 EXISTING MANHOLE RIM TO MA CH GRADE
PROPOSED 8' DlA #04- 090A PROPOSED 5' DIA
sao SrA 0+00.00 eao ~ MANHOLE #62 ea5 STA 0+76.75 s45 MANHOLE #63-A
Rl TO TCH GR DE RIM 642.76 (RAISED) --'o DOGHOUSE
EXISTING MANHOLE INSIDE DROP SrA 0+00.00
_ _ - ~ sTA o+2~ 10
STA 0+70.56 RlM TO MATCH GRADE ~ I ~ RIM To MATCH GRADE
a RlM-637.79 635 635 ~ 640
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630 630 ~ 635 24" INV IN 626.66 (TO BE PLUGGED) 3
24" INV OUT 626.36 (TO BE PLUGGED)
I 12" INV OUT 626, 36
PROPOSED 12" ~ 0.40q
625 I ~ 625 J 630 3
~ 70" lNV IN 629.26 (EXISTING)
24" lNV IN 624.29 (EXISTING) 24" lNV IN 624.77 (EXISTING)
27" lNV OUT 624.75 (TO BE PLUGGED) 24" lNV OUT 624.77 (TO BE PLUGGED)
72" lNV IN 624.69 (TO BE PLUGGED) 10" lNV OUT 624.77
12" lNV OUT 624.15 24" INV W 626.98 (EXISTING)
szo PROPOSED 12 ~ .40% 620 ROPOSED 0 ~ 0.40% ez5 2 24" INV OU>- 626.98 (TO BE PLUGGED)
8" INV OUT 626,98
ROPOSED 8" ~ 0.40q
615 615 620 2
10" lNV IN 624.37
12" lNV IN 623.87 f0" DROP INLET 612.51
12" DROP INLET 612.02 54" lNV IN 612.51
54" lNV IN 672.02 54" lNV OUT 612.41
610 54 iN v our s f f. s2 610 615 12" lNV 12" DRO 54" lNV 12" INV IN 626.05 ~ 8" INV IN 626.87
12" DROP INLET 613.44 8" DR INLET 614.50
54" INV IN 613.44 54" IN IN 614.50
54" lNV 54" INV DUT 613.34 54" IN OUT 614.40
605 605 610 s~o
o+oo PROFILE A o+~, o+oo PROFILE B 0+99 0+0o PR c-a c-a
PROFILE C O+» a+oo 0+2~
PROFILE D C-5&6
C-6
CALL NC ONECALL
65o PROPOSED 8' DlA PROPOSED 4' DlA 650 BEFORE YOU DIG
MANHOLE #65 MANHOLE #65-A
INSIDE DROP DOGHOUSE PROFILE S TO P
PR P lA STA Ot00.00 STA 0+35.00 1-800-632-4949 HOR: = 2O' AVOID UTILITY DAMAGE
MANHOLE 64 RlM TO MATCH GRAD RlM TO MATCH GRADE MANHOLE # 7-A
10 0 20
INSIDE DR P liENr EL = 639.90 - ~ STA 0+24.6 6a5 STA 0+0 00 65o MANHOLE jy67 say RlM TO MA H GRADE VERT: 1" = 4'
DA GER!
RlM TO M TCH GRADE WSIDE DROP 2 0 4 HIGH VOLTAGE POy~ER
STA 0+00.00 LINES OVERHEAD.
RlM TO MA rCH GRADE EXISTING MANHOLE
y}o MANHOLE #64-A say ~ VENT EL = 661.500 STA 0+54.46
DOGHOUSE I I RlM 640.77
s ra o+25. o0
RlM TO MA rCH GRADE I I
I I
I I
635 640 635 ~
I I
I
8" lNV IN 638.63 (EXISTING) ~
8~~ lNV OUT 638.63 8~~ ENV IN 634.46 (EXISTING) )
10" lNV IN 633.16 (EXISTING)
530 lNV IN 631.24 (EXISTING) 635 R POSED 8~~ ~ 0.409 s3o 10° lNV OUr 633.16
8" lNV OUT 631.24 ROPOSED 10" ~ 1.Oq
lNV IN 6 2.86
ROPOSED 8" ~ 0.409' ENV OUr 632.76
~ ROPOSED 10 ~ 1.0%
D~ 625 630 625
f 0
u Camp Dresser & McKee
f 301 South McDowell Street, Suite 512
Charlotte, North Carolina 28204
0" North Carolina State License Number F-0412 ~ Tel: [phone] Fax: [phone]
0 620 625 620
>0" lNV IN 632.51
10" DROP INLET 619.9 CHARLO~P~PD -1VtBCKLDNBURG
U'PILI'PY DDPAR'P1VtDN'~
8" lNV l 631.14 54" lNV IN 619.93
8" DROP INLET 616.05 54" lNV OUT 619.83 ~NGIN~~RING DIVISION
CHARLOmmD, NORmH CAROLINA
615 54 lNV N 616.05 620 615 54 /NV OUT 615.95 140-06-637
Job N°. File N°. BRIAR CREEK RELIEF SEWER
8" lNV l 638.49 stoles PHASE ll
:z 8" DRO INLET 616.95 PLAN ~"=20'
PROFILE ,
54" lNV IN 616.95
54 IN V OUT 616.85 Hor. =Zu
w r 610 615 -1 610 Vert. 1 "=4' C- 38
a 0+00 0+2 0+00 0+35 0+00 0+54 LA TERAL PROFILES
F - PROFILE E PROFILE PROFILE rG'-~ As Built Dote
U /
C-7 C-7 C-8 %D DEWBERRY ABY DKP ABY LBK 04/10 Sheet Of
M No. Dote By Revision Surveyed By Designed By Dro*n By Project-Engr Approved By Dote 42 69
M M
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
J

650 650 - 655 ' 655 PROPOSED 6' DIA
MANH LE f~69 MANHOLE X71 MANHOL #73
lNSID DROP INSIDE DR P INSIDE D OP
SrA +00.00 sTA o+o . oo sTA o+ o, 00
RlM T MATCH GRADE zADE RIM TO M TCH GRAD RIM TO A TCH GRADE
MANHOLE 68 vENr L = 661.60 645 $Tfa ~-l-~~.~~ ~ 645 ' ~ PROPOSED 4' DIA
QED 4' DIA 655 MA HOLE #71 A s5o MANHOLE #73-A
RlM TO MATCH GRADE MANHOLE f~68-A .E #69-A ST O+ 15.00 DOGHOUSE
STA 2+35.00 MANHOLE /~69- RlM TO MATCH GRADE DOGHOUSE
STREAM BANK e ~ STA 0+22.62 ISE RI TO MATCH GRADE STA 0+20, 92
22.62 PROPOS 8" ~ 4, 60q RIM TO MATCH GRADE
eao RESTORATION ~ ~o RiM ro Ma rcH MATCH GRADE ' 650 MAN OLE #71-8 ~5 `
~
vv'i ~ ~ ~ O ~ N ~
DOGH USE
STA +35.00
II ~ ~ ~ M RIM 0 MA TCH GRADE
s35 ~ ii 635 8" lNV IN 636.37 (E ~ ~ ~ 8" lNV OUr 636.37 36.37 (EXISTING) 645 , ' s4o
636.37 ;
ii
N " PROPOSED 8" Q 1. 630 630 8" Q 1.28q 8" INV 1N 638.19 (EXISTING)
8" I VIN 641.29 (EXISTING) 8" INV OUT 638.19
640 8 I V oU T 641,29 635
8 INV IN 640 37 PROPOSED 8" ~ 0,43q
8" INV OUT 6 0, 37
ROPOSED " 2.47q
625 625 635 630
8" lNV IN 636.08 I
30" lNV OUT 624.50 8" D OP INLET 623.15 23.15
48" l VIN 623.15 5
05
30" lNV IN 622.10 48" l V OUT 623.05
ago 48" l l 622.10 PROPOSED 30" ~ 1.02% ezo 630 625 8 INV IN 638,10
54" lNV OUr 621.60
8" DRO INLET 625.30
48" IN IN 625.30
48" IN OUT 625.20
615 615 625 8" INV l 640.00 620
Noyes: 8" DROP INLET 624. 2
1. THE ~AXI~IUM ALLOWABLE TEMPORARY STREA~BANK 48" INV N 624.22
DISTURBANCE IS A 40 FT y~IDE 48" INV UT 624.12
CORRIDOR ACCROSS THE STREA~1.
610 610 620 615
0+00 1+00 2+00 2+35 0+00 0+17 0+00 0+25 0+50 0+00 0+21
PROFILE A PROFILE B PROFILE C PROFILE D
c-, o c-, , C-12 C-13
PR P lA
seo MANHOLE #75 66o MANHOLE #79 b6o
CALL NC ONECALL
INSIDE DROP INSIDE DROP PROPOSED 8' DlA BEFORE YOU DIG
STA 0+00.00 STA 0+00.00 MANHOLE y81
RlM TO MA rCH GRADE RlM TO MA rCH GRAD INSIDE DROP EXISTING MANHOLE STOP
1-500-632-4949 X04-305 AVOID UTILITY DAMAGE
s55 VENT EL = 661.70 pR p lA s55 PROPOSED 4' DlA s55 STA 0+00.00
MANHOLE J/75-A MANHOLE #79-A RlM TO MATCH GRADE STA 1+04.13
DOGHOUSE " DOGHOUSE RIM 651.44
SrA 0+62.20 ~ SrA Ot49.71 DA GER!
RlM TO MATCH GRADE RlM TO MATCH GRADE - HIGH VOLTAGE POy~ER - LINES OVERHEAD.
~
650 650 650
I
645 645 645
J
70° lNV IN 642.22 (EXISTING) 8" INV 1N 643.81 (EXISTING)
640 ~a ~o" iNV our x42.22 ~o 2" INV 1N 64215 (EXISTING)
12" INV OUT 642.15
ROPOS D 10° ~ 0.40% ROPOSED 1 a 635 g" lNV IN 636.74 ~EXISTING~ 635 635 'OSED 12" .40q PROFILE
HOR; 1" = 20'
10 0 20
yERT; 1" = 4'
o a" iNV our s3s. f4
2 0 4 ~ Camp Dresser & McKee
301 South McDowell Street, Suite 512
ROPOSE f0" Q 0.409' Charlotte, North Carolina 28204
0" North Carolina State License Number F-0412 ~ Tel: [phone] Fax: [phone]
0 630 630 630
12" lNV IN 641.73
CHARLO~P~PD -1VtBCKLDNBURG
10" lNV IN 635.89 10" lNV IN 642.02 12" DROP INLET 629.10 48" lNV IN 629.10 U'PILI'PY DDPAR'P1VtDN'~
10" DROP lNLE7 626.15 10" DROP INLE 628.01 48" lNV OUT 629.00
a 48" lNV IN 626.15 48" lNV IN 628 01 ~NGIN~~RING DIVISION
~ x25 48" lNV OUT 626.05 625 48" lNV OUT 6 7.91 x25 CHARLOmmD, NORmH CAROLINA
N 2 140-06-637
Job N°. File N°. BRIAR CREEK RELIEF SEWER
v Stoles PHASE ll
PLAN ~"=20'
.2 V PROFILE ,
a~ Hor. =Zu
En 620 620 620 Vert. 1 "=4' C- 39
a 0+00 0+62 0+00 0+50 0+00 1 +m~o4 LA TERAL PROFILES
- PROFILE (E"*'~ PROFILE (F'~ PROFILE U As Built Date
/
C-14 C-15 C-16 %D DEV~BERRY ABY DKP ABY LBK 04/10 Sheet OF
M No. Dote By Revision Surveyed By Designed By DroWn By Project-Engr Approved By Dote 4`3 69
M M
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
J

660 PR P /A 660 665 665 ss5 s65 PR P IA
MANHOLE #93
MANHOLE , 84 MANHOLE ,'85
INSIDE DR P INSIDE DR P INSIDE DR P MANHOLE
SrA 0+00. 0 S7A 0+00. 0 pR P lA PR P lA D 6' DIA MANHOLE #92 RIM TO M ~CH GRAD INSIDE D
RlM TO MA rCH GRADE RlM TO MA rCH GRADE MANHOL ~f88 MANHOL
655 PR 4, ~ 655 = 660 INSIDE ROP sso INSIDE ROP9 - #89 sso P ss0 ~ STA 0+0
ROP RIM 655.
MAN OLE jy84- PR POSED 4' lA SrA 0+ 0.00 STA 0+ 0.00 X0.00 STA 0+0 ,00 MAN OLE #93- VENT EL
STA t 12.00 MA HOLE y85 A RlM TO A rCH GRADE RlM TO A TCH G RlM 0 MATCH RADE ST 0+15.00 EXISTING EXISTIN Rl TO MATC GRADE MANHOLE OS-040 MANHOL 650 ~ 650 655 655 ~lA TCH GRADE RIM TO M TCH GRADE STA 0+ 12.00
EXISTING VENT EL 662,10 RIM ro MATCH RADE
MANHOLE 08-050 s55 EXISTING MANHOLE s55 PR P 4'
MAN OLE X184-8 srA o+20.0o srA o+ DOGH USE MANHO E #85-B RlM 657.55 RlM 653 STA 0+20. DD #OS-070 MANHOLE 93-8
~ RIM 653.48 STA 0+22.83 DOGHOUS
STA +37.00 DOGHO SE i ~ RIM 652.80 STA 0+24 00
RlM 0 MATCH GRADE STA 0+ 0.00 ~ RIM TO M TCH GRADE
ll
ea5 say RlM TO MATCH GRADE 65o / i sao ~ s50 s50
~ ~ I PROPOSE
I
8 ° iN v iN 642. ~2 (Exis riNC) ; ; ~ ~ ~ ~ ~ 12"Q0. 3q
s" iNV our sa2.~2 ~ ~ ~ ~
12" NV IN 641.70 (EXISTING) ~ ~ ~ 646.17
12" NV OUr 641.70 PROPO ED 8" Cs~ 0.339 ~ ~ 640 640 645 645 ~ EXISTING ~ s45 L J s45 12" INV O T 646, 07
PROP ED 8" l VIN 642. 7 ~ ~ ~
8" l V OUT 64 .57 I ~ ~ 8" INV IN 646.41 (EXISTING) 12" INV IN 646.03
>2" ~ 0.409 ~ 18° lNV PR OSED 8" 0.209' ~8" INV IN 643.86 (EXISTING) 18" INV IN 644.71 (TO BE PLUGGED) 12" INV OUT 6 5.93
12" NV IN 641. 0 8" lNV IN 644.44 (EXISTING) 18" lNV 12" NV OUr 6 1.50 78" lNV IN 642.98 (TO BE PLUGGED) 18" lNV 635 p POSED 12' ~ 0.42% 635 84 /NV OUT 642.988 PTO BE PLUGGED)sao ROPOSE 8" lNV l 642.54 PROPOSED 8" Q 0.40% ~8" INV OUT 643.82 (TO BE PLUGGED) 18" INV OUT 644.71 (TO BE PLUGGED)
18" INV OUT 643.82 8" INV OUT 644.71 P OPOSED 1 " ~ 0,33q
°ROPOSED 8" ~ 0.40 s4o ROPOSED 8" ~ 0.40q s4a
8" DRO INLET 631.71
42" lNV IN 631.71
630 630 42~~ ENV BUT 6'3 .6 635 635
12 /NV l 641.45 IN 643, 74 s35 g" INV I 644, 62 s35 12" INV N 645.89
12" ORO INLET 630 83 8" lNV IN 643. 8" lNV IN 642.90 8" DR P INLET 42" lNV 630.83 8" DR P lNLE7 633.46 42" IN IN 634. 42" lNV UT 630.73 42" IN OUr 6 42" IN IN 633.46 p INLET 634, 20 82 ~DRO I I ~ 635.245 24 42'" IN V N 635.65 ' 65
' IN 634,20 42" INV OUT 635.14 42" INV OUT 635.5
' OUT 634,10
42" IN OUT 633.36
625 625 630 630 - s30 s30
620 620 625 625 - s25 s25
0+00 0+25 0+50 0+00 0+25 0+50 0+00 0+20 0+00 0+20 ?0 0+00 0+23 0+00 0+25 0+50
PROFILE A PROFILE B PROFILE C PROFILE D D PROFILE E PROFILE F
c-,a c-,s c-z, c-zz :-22 C-23 C-23
665 680 660
MANHOLE #110 EXISTING M
STINO M NHOLE CALL NC ONECALL BEFORE YOU DIG
5 /NSIDE DROP PR P 4' lA #07-040
STA 0+00.00 sra o+oo O P OPOSED 4 DlA RlM TO MA rCH GRADE MANHOLE 110-A RlM 650.9 '-04° S TO P a o+oo
650.9 1- 500-632-4949 AVOID UTILITY DAMAGE
seo NHOLE 9 -A SrA 0+15. 0
S A O+ 17. DD SENT EL = 676.60 675 RlM TO MA CH GRADE 655 EXISTING MANHOLE
662.75 R M 655.11 P P 4' lA PROPO ED 4' DlA X04-290 DA GER!
ANHOLE #95-B MANHO E jy1 f0-B D GROUSE DOGHO SE STA 0+27.39 HIGH VOLTAGE POy~ER
RIM 650.63 LINES OVERHEAD.
655 T.Q ~f42.72 670 $Tfa 0 .30.00 650 ~ ~ /
~ I NOTES:
R M 655.19 RlM TO MATCH GRADE
1, THE MAXIMUM ALLOy~ABLE TEMPORARY STREAMBANK DISTURBANCE IS A 40 FT y~1IDE CORRIDOR ACCROSS
I I THE STREAM,
II
II
650 665 645 I
II
8"" lNV IN 649.77 (EXISTING) I I ~ II
8" NV OUT 649.17 70" lNV IN 662.50 (EXISTING) j j ~ II
PRO OSED 8" Q 0.399' 10" lNV OUr 662.50 II
II
8' iNV iN 64 .07 eaa eso ED f0° Q 0.33% sao II
8 /NV OUr 48.97 ~ ~ ~ II
R POSED 8" ~ 0.359 10" VIN 662. 5 i
f0" V OUT 66 .35 i ~ PROFILE
8" INV IN 640.58 (EXISTING) HoR; ~p = 20'
PRO OSED 10" 0.339 ~ LJ a 640 655 635 f ~ 24" INV IN 638.33 (EXISTING)
24" INV OUT 638.33 (TO BE PLUGGED) ~0 0 20
10" INV OUT 638.33 yERT; 1" = 4'
8" lNV l 648.91 f0" lNV l 662.30 OPOSED 1 D" ~ 6.43q 2 O 4 ~ Camp Dresser & McKee
a 8" DROP INLET 637. 5 10" DRO INLET 65 25 0" lNV IN INV I N 36.5 7 (EXISTING) 301 South McDowell Street, Suite 512
42" lNV N 637.65 42" lNV 653.25 30" lNV OU INV 0 U 6 36.5 7 (EXISTING) Charlotte, North Carolina 28204
~ Tel: [phone] Fax: [phone]
N 635 42 ENV UT 637.5 650 42" lNV UT 653.15 630 10" lNV IN 0 INV I N 36.5 7 North Carolina State License Number F-0412
CHARLO~P~PD -1VtBCKLDNBURG
N U'PILI'PY DDPAR'P1VtDN'~
3 ~NGIN~~RING DIVISION
~ 630 645 625 CHARLOmmD, NORmH CAROLINA
N 2 140-06-637
Job N°. File N°. BRIAR CREEK RELIEF SEWER
v Stoles PHASE ll
PLAN ~"=20'
.2 V PROFILE ,
NOT USED
En 625 640 620 Vert. 1 °=4' C-40
a 0+00 0+00 0+25 0+50 0+00 0+2 0+27 LA TERAL PROFILES
_E J As Built Date
PROFILE PROFILE (HN~ PROFILE ('I 'N~ PROFILE U /
C-25 - C-37 I %D C-15 DEWBERRY ABY DKP ABY LBK 04/10 Sheet OF
M No. Date By Revision Surveyed By Designed By Dro*n By Project-Engr Approved By Dote 44 69
M ko M
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
J

I I
~ I I I
II MAGNGLIA I ~ I ° i r
I ICI ? ~
ICI MAGNOLIA ? ~ I I
I I I
I I I
'1~ u ~ I I I = ~ ~ ~ ° ` ~ I !
I I x TEMPORARY 6 / I ~ X / I ~
I \ I ~ ~ x CHAIN LINK FENCE I ~
~~x / I ~ /
I ~ a x I a a x / ? PROPOSED 6 G >SED 6' DIA
I ° ~x / I I I )LE #101
x MANHOLE 101 I a ~ # a a x ~ \ l
I a / I l STA 0+00.00 I a s ra c~Nc AREA No 2 / + 00.00
I a I x I I ~ ~ ~ RI TO A TcH ~ M M I I I SEE TCP-2 FOR / MA TCN GRADE
~ / I
I ~ ? I ACCESS OFF E 7TH ST I W / I ~
~ / x I ? 665 I ~ ~ I / PROPOSED 4' Dl PROPOSED 4' DlA
/ I I I I TEMPORARY GRAVEL / MANHOLE #101- MANHOLE #101-8
/ ~ ~ I I CONSTRUCTION ENTRANCE / I I INSIDE DROP DOGHOUSE
x / ~ I II x I I STA 2+ 15.56 STA 2+30.56
NCDOT STD N0. 1607.01 ' ? I 2 I RIM TO MATCH RARE RIM TO MATCH GRADE
I ' I I I
/ I I xll / I I 660
I , II / I I I
I / N ~ I I HITE OAK I ~ I I I
~V I ° II w NOW OR FORMERLY I I
I x~l o MECKLENBURG COUNTY I I \ i 127-091-01 / ~ ~ STREAM BANK a
I i II 10046-422 / I I
NEW TREE TYP 6 / I ? ? 38-997 / REL OCA TED I E 7TH ST / I RESTORATION cD-~
sEE NOTE 3 / 655 I ~I / I 1 / 6 OAK
I ~ I ~ N 1 ° RELOCA TED / I ~5" i~~ ~N 655.40 (ExisTi~vo)
' _ ~ ~ / ~ ° ! ~ ~ I 1 ~ OAK 12" INV OUT 655.40
I I I 1 1 x sEE NOTE 2 / PROPOSED 8" ~ 0.67q
I I / , 1
I , I I 20" SYCAMORE 1 / REL OCA TED 1
I I R / 1 1 \N ~ 650
I ° I W 6 OAK o 1 O ~IHITE OAK Q ~
I ~I \ 1 ~ \ 12" !NV IN 655.30
TREE PROTECTION ^T, i ~ 12" DROP INLET 649.10
12" oA a/ RE 0 E A D ~ ~ I-I My N / /i 12" !NV OUT 649.00
~ TYP 8 / x ~ ~ REPLACE EXISTING ~ , ~ ~
I ° W sEENoTE4 ~ ~ _ / STORM SE ER PIPE \ ~ o W I / ~ \
\ ~ ~ ~ ~ 645
I I ~ / SEE NOTE 2 ~ ~ , ~ ~ . ~ ~ » / % I`mo` i III ~ \ ~ ~ \
cH 4 ~IILLO~ OAK ~ ~ / PROPOSED 12" Q 2.66q
I GRATE 639.66 ~ ~ / 40" OAK ~ III 24" INV IN=635.25 ~ 1 ~ 12 INV IN 64~
24" INV OUT=635.01 ~ ~ / 36 OAK \ ~ JV IN 643.26
~ c T P RARY RIP AP 42 INV IN 64, EM o o 0 0 \ ~D_~ 4" I T V V IN 643.26
~ 0 2 NV ou E a OAK o 00 o DIVERSION CHA NEL 2 ~ oo Q ~ \ ~ 640 V V OUT 643.16
~ / o ~ p
E 639 ~ ` ~ ~ D ~ ~
;tJ INV IN=634 ~ ~ ~ ~ 6" OAK ~ ~ 7" OAK °2 'INV OUT=6 6 \ ~ 48" OAK 6 I~HITE OAK\ ~ ~
N ~ ~ 0 1 ~ , o o
s ~ / ~ ~ ~ o ~ T MP RARY 635
0 ~ ~ ~ ~ ~ cD ~ SI T C o+oo ~ N 0+50 1+00 1+50 2+00 2+50 3+00
° ~ , sEE No rE 2 ~ ~ ~ 59" UAK o ~ ~ ~ ~ o ~
I a
I ' 6 SILL 0 ~ ~ ~ o ~ ~ ~ ' ' w / ~ ~ 6 ILLO ~ ~ ~
Z ~ ~ ~ 1 OAK J ° ~ 36" OAK ~ NOTES:
I I ~ 2" OAK ~ ' ~ • PROFILE A 1. THE MAXIMUM ALLO~yABLE TEMPORARY STREAMBANK
I ' / ~ ~ ~ N59' ~ ~ ~ x w
~ ~ / TEMPORARY 30 FT DlA ~ ~ ~5 ~ ~ ~ y~ n i/ ~ ` 18 ~ ~x C-31 DTHE STREAM. ~S A 40 FT y~1IDE CORRIDOR ACCROSS
i / ~ ~ 10 OAK ~ £ _ ~ ~ ~ LAUNCH SHAFT ~ ~ ~ , , I ~l ~ 6p ,
o INV 627.48 ~ 8J ~ I s rA + 1 . ~ ~ ~ _
1 534413.1694 GHec
INV 631.36 K TN~S 1 ~ ~ 1 ~ ~N~ERT ~ ~ , ~ ~
~ _ 1 3 RELOCATED ~ _ ~ ~ - Ul I _ - - _ - -
I - 6 OAK - - 1 K ~
- ~ ~ ~ OJ I ° ~ \ ~
r ~ 6" OAK ~ ~ 1
- Briar Creek - ~ ~ ~ 1 ~ ~ _ ~ t ~
_ RELOCATED , ~ 1 ~ - ~ x CALL NC ONECALL BEFORE YOU DIG
1 ' - ~ "OAK ~ ~ ~ ~ ~
1 i 1 ° _ _ _ _ _ . _ - _ _ _~-c - STOP
1 1-800-632-4949
_ ~ \ ~ ~ ~ u ~ ` i AVOID UTILITY DAMAGE
Q - - - \ ~ 111 { _ _
0 1 ~ ~ ~ 11 w ~ ~
0111 ~ ~ ~ _ _ DA GER!
1 \ ~ - HIGH VOLTAGE POy~ER
11 ~ \ i LINES OVERHEAD.
PLAN
PROFILE
= 20'
M NOTES: a ~o 0 20 HOR; 1" = 20'
10 0 20
~ 1. FIELD VERIFY LOCATIONS OF ALL UNDERGROUND ELECTRIC, TELEPHONE, LEGEND a yERT; 1" = 4'
~ 6" ~yATER AND FIBER OPTIC CABLE.
° TREE TO BE REMOVED 2 0 4 ~ Camp Dresser & McKee
~ 2. CONTRACTOR TO REMOVE EXISTING 20" SYCAMORE AND OAK TREES AS 301 South McDowell Street, Suite 512
M INDICATED. 10", 8„ AND 6" OAK TREES SHALL BE RELOCATED PRIOR M TO CONSTRUCTION ACTIVITIES BEGINNING ON THIS SITE AS SHOy~N AND TREE TO BE PLANTED (NEy~?) Charlotte, North Carolina 28204
~ PER REQUIREMENTS OF SPECIFICATION SECTION 02900. NEIN EXACT 0" North Carolina State License Number F-0412 ~ Tel: [phone] Fax: [phone]
LOCATIONS TO BE DETERMINED IN THE FIELD BY ENGINEER AND O~yNER.
~ TREE TO BE PROTECTED 0
N 3. CONTRACTOR TO PLANT 4„ AND 6" y~?ILLOVy AND ~IHITE OAK TREES PER CHARLO~P~PD -1VtBCKLDNBURG
REQUIREMENTS OF SPECIFICATION SECTION 02900, AND TREES SHALL U'PILI'PY DDPAR'P1VtDN'~
i0 BE PLANTED AFTER ALL CONSTRUCTION AND RESTORATION ACTIVITIES i ;TREE TO BE RELOCATED 01 HAVE BEEN COMPLETED. EXACT LOCATIONS TO BE DETERMINED IN THE
3 ~ FIELD BY ENGINEER AND O~yNER. ~NGIN~~RING DIVISION
~ ; ;TREE RELOCATED CHARLOmmD, NORmH CAROLINA
r5 4. TREE PROTECTION FOR TREES ON THIS PROPERTY SHALL CONSIST OF 140-06-637
a 6' CHAIN LINK FENCE INSTALLED AROUND THE PERIMETER OF EACH Job N°. File N°. BRIAR CREEK RELIEF SEWER
TREE AT THE DRIP LINE. ANY DEVIATION FROM THIS REQUIREMENT MUST 3 Stoles PHASE ll
BE APPROVED BY ENGINEER. PLAN ~"=20'
U i PROFILE
N
Hor. C-41
En m r Vert. 1LANDSCAPING PLAN AND
a
As Bunt Dote LATERAL PROFILE
u / 0+
n %D DEWBERRY ABY DKP ABY LBK 04/10 Sheet Of
M No. Dote By Revision Surveyed By Designed By Dro*n By Project-Engr Approved By Dote 45 69
M M
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
J

I N, 'II Q 1 1 1 1 0 i 1 1 ~ ,
~ ~ I ~ 1 ~ 1 I I 1
I I~ 1 1
~ ~ N 1
II i 1 ~ ~ 11
~1 i~ 1 \I 1 ~ 11 Q ,e
~ A ~r ~ I ~ ~ 1 1 ~ I ~
1 I~h,'II is
~ ~ / i r I ~ 1 ~ ~ ~ i~ i 1 ~ I II iii
1 ~ - - ~ 6 ` 1 5 B ~ I
I i / ~ 1 \
~ ice''' ~1~ I - i ~ _ _ J _ i- / 1 j ~ \ ~ / I W ~ I II°I I o / I
~ 11 ~ rt ~ ~ ~ _ ~ ~ - . ~ 1 ~ - ~ ~ 1 ~ - - - -1 / J ~ ~ I of III
L 1~ - ~ 1 ~1 ~ - ~ - G ~ l - 1 ~ ~ J. e
~ - 1 ~ ~ ~ ~ 0 ~ , J 1~ ~ /
' - - ~ ~ ~ I ~ I ~ ~
yxF= Q/ \ \ ` o~ ~ ~y< - i ~ ~ ~ ~ X ~ ~ ~ ~ ~ A ~1/ 1 u ~ I o I II~ °
i ~ ~ A ~ ~ ~ ~ JG~' ~w i ~ ~ ~^1 FA / ® ~ .
i ~ _ . ~ ~ G ~ i E ~ / A ~
~ ~ oNF i - ~ _ ~ / ~ _ ~ V -P ~ ` ~ ~ ~ / ~ \ III
i ~ - _ _ ~ ~ i ~ ~ ~ / _ _ ~ ~ ~ ~ ~ J ' / / CAE G \ '.I \ F `
p _ I a ~ p ~ ~ - - ~ ~ ~ - - ° \
r - - - ~ UGE ~ ~ ~ E AGE ~ - _ ~ ~ ~ ~
I ~ ucE ~ ~ r d ~ ~ ~ b~F w
~ 1_-- - UGE ~ UGE
- - = , ~ - u I I
~ eA
~ ,i _ - - ~ ~ ~ - - -
P RE AI - - ' - - REPAIf~/B -A - - - - _ . _ _ - - - i ~
- r _ ~ o
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I 1 AVOID UTILITY DAMAGE
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~ I I Q NOTE. DA GER!
' o I'I~ ~ ' \ 1 ALL OPEN CUTS ALONG SOIL ROAD~yAYS ~ I R ~ SHALL BE BACKFILLED yhTH APPROVED ASPHALT SURFA ASPHALT SURFACE EXISTING SURFACE MIN, 6" CABC OR REPLACE HIGH VOLTAGE POWER
, ~ ~ - I II \ SUITABLE MATERIAL AND PROPERLY ' ~ ~ ~ \ ~ ~ ~ TA PED I ACCORDA CE TH SPECIFICATIO S. EXISTING GRAVEL THICKNESS LINES OVERHEAD.
~ ~ D I I I _ ~ M N N 1M N ~ \ ~ 11=4 ~ 0 EXIST, GRAVEL SURFACE 1~IiICH EVER IS GREATER
REPAIR REPLACE a ~ I ~ ~
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" " NOTES:
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~ ~J 3 I G E . i ~ ,r ~ \ HE II i ~ _ r\\ SHALL REPLACE ALL ASPHALT REMOVED DUE TO TRENCH EXCAVATION
i \ Ib / %\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\~ AND SHALL REPAIR REMAINING ASPHALT ~ITHIN HATCHED AREAS.
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\ - R AD R IN DETA ~ 3 I , ~ DETAIL GRAVEL DRIVE REPAIR DETAIL
1 / ~ o I ~
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2" - I-2 ASPHALT EXISTING SURFACE
~ ~ I I r_ PER A E T ~ 2- I-2 ASPH~ MNN \ o \ I Q I
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~ k + i . I , 1 a ~ CD-6 301 South McDowell Street, Suite 512
~ o EASE N T ~ I . 1 ~ N X w I I , 1 © 1 ~ Charlotte, North Carolina 28204
/ / x 1 I I 1 ~ o ~ ~x ~ o I ~ 1 ; North Carolina State License Number F-0412
• ~ ~ A PHALT DRIVE REPAIR DETA / ~ ~ ~ _ ~ ,1 t~ R D ETAI L CONCRETE DRIVE RE PAI R D ETAI L Tel: [phone] Fax: [phone]
° ~y ~ ~ ~ ~ - TE R ~ ~ 11 NO SCALE NO SCALE CHARLO~P~PD-1VtBCKLDNBURG
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rn / _ ~ ~ ~ 1 5 ~ o ~ 3 ~ REP IR REPLA. 11 1 ~ Scores PHASE
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INDEPENDENCE BLVD EXIS rING BUILDING 2. ENGINEER SHALL MAKE THE DETERMINATION IF PAVEMENT NEEDS TO BE
TO BE DEMOLISHED REPLACED OR IF IT CAN BE REPAIRED. AT A MINIMUM, CONTRACTOR SHALL REPLACE ALL ASPHALT REMOVED DUE TO TRENCH EXCAVATION
A PLAN A REPAIR REPLACE AND SHALL REPAIR REMAINING ASPHALT ~IITHIN HATCHED AREAS.
1" = 20' C- 3~ cD-s PA E E r
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~I I o ~ / I II ~ ~ - ~ ~Q 00 I ti ~ LINES OVERHEAD,
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~ / ~ ,~o~, ~ ~ ~ \ ,a a - \ ~ ~ / _ ~ ~ ~ J 301 South McDowell Street, Suite 512
~ ~ / \ r I - x - X Charlotte, North Carolina 28204
USE / `'A ' North Carolina State License Number F-0412 ~ I ~ Tel: [phone] Fax: [phone]
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N ~ / / ~ GCE ~ \ ~I~ ~ / 140-06-637
d ll / ~ / . 39q yF f Oy \ \ \ ~ l I 0 0~,6 P / ~ ~ Job No. File No. BRIAR CREEK RELIEF SEWER
O1 ~ - / - / / G~6 GyP I ~ \ ~ d& / ~ ~ Scales • \
/ ~ ~ 6 _ ~ / a ~ , ~ ~ PLAN AS NOTED l I I A SC 11
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1 _ ~ . \ ~ \ PROFILE
or. N/A
En MORNINGSIDE DR r 1"=40' Vert. N A C-43
a PA VNNEN T REPAIR PLAN
= PLAN B 20 0 40 As Built Dote
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NOTES:
1. ENGINEER SHALL I~AK STOP
~ SHALL MAKE THE DETERMINATION IF PAVEMENT NEEDS TO BE 1-800-632-4949 D OR IF IT CAN BE REPAIRED. AT A MINIMUM, CONTRACTOR AVOID UTILITY DAI,?AGE
M REPLACED OR IF IT C a SHALL REPLACE ALL EPLACE ALL ASPHALT/CONCRETE REMOVED DUE TO TRENCH
EXCAVATION AND SHA ON AND SHALL REPAIR REMAINING ASPHALT/CONCRETE 1~ITHIN
a ~ HATCHED AREAS I AREAS.
~ 2. GRAVEL E TRA CE SF N N ENTRANCE SHALL BE INSTALLED PER THE REQUIREMENTS OF DA GER! C~ Camp Dresser & McKee
~ DETAIL H SHEET CD- a SHEET CD-1. HIGH VOLTAGE PO~yER
0 LINES OVERHEAD. 301 South McDowell Street, Suite 512 Charlotte, North Carolina 28204
o~ 0" North Carolina State License Number F-0412 ~ Tel: [phone] Fax: [phone]
0
0
N N CHARLO~P~PD -1VtBCKLDNBURG
N U'PILI'PY DDPAR'P1VtDN'~
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~NGIN~~RING DIVISION
U CHARLOmmD, NORmH CAROLINA
N 2 140-06-637
a Job N°. File N°. BRIAR CREEK RELIEF SEWER
rn 3 Stoles PHASE ll
PLAN 1"=20'
U i PROFILE
N
Hor. N/"
En m r Vert. N A C-44
a PA VNNEN T REPAIR PLAN
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M No. Dote By Revision Surveyed By Designed By Dro*n By Project-Engr Approved By Dote 48 69
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
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8' MAx
STEEL POST
STEEL INSTALL SILT SACK SEDIMENT POST CAPTURE DEVICE ON ALL INLETS CALL NC ONECALL BEFORE YOU DIG
WOVEN y~IRE o
MIN 12-1 GA. FABRIC ~ ~ oa~'~o°°~ °°°~~°~~°e~,°~~,4,4p°a / b 4 O° 4 d0' STOP
b ~ ~ ~ INTERMEDIATE y~IRES 8 8° 0 0 1-800-632-4949
yyARNING sIGN (IN AVOID UTILITY DAMAGE a
TREE PROTECTION WOOD STAKES STAKES ry
APPLICATIONS ONLY) ~ CURB
a o SILT FENCE FABRIC ~ ° a OPENING
I SILT FENCE Oe INSTALLED TO SECOND M ~ FABRIC a ~ e 1" REBAR FOR BAG
N ~yIRE FROM TOP 0 FILL 4 g °d REMOVAL FROM INLET (REBAR NOi INCLUDED) , a
PLASTIC OR SLOPE
P TI ~ ~ 0 0 ~ LAS C OR MIRE TIES MIRE TIES Q °o ~ ~ ~ ao g~ o 4'
~ ~p OPTIONAL OVERFLOW Ilnniimnn+n\ 1 ~R~\ ~F170\ Iln+n:l I r
8°, ape q,Q °~q GRADE ~ $,4 ~ ~
~ ~ a~~ ® FOAM DEFLECTOR TO BE SILTSACK INSTALLED IN CURB CATCH
MN
~ STEEL POST , EXTEND y~IRE 8" MIN COVER OVER C:~Documents and Settings~leebj~My p BASINS ONLY
° INTO TRENCH AND SKIRT ~y00D STAKES DUMP LOOPS FpTti
N ANCHOR SKIRT AS #5 y~ASHED STONE (1/4" TO 1/2" GRID OI 1/2" GRID OPENING) (REBAR NOT INCLUDED) ~ p
DIRECTED BY ENGINEER BACKFILL TRENCH AND
4„CO PACT THOROUGHLY IRE ESH T P RARY I T P ~ M EM 0 SED MEN OOL CONCRETE E CONCRETE BLOCK ~\a~~
MIN a a ~ SIDE VIE~y INSTALLED
ELEVATION - SECTION oho SEDIMENT FENCE NOTES: oa°o
dd <F~~~ a v a 4 EXPANSION
1. SEDI E T FE CES SHALL BE POSITIO ED AS I DILATED 0 THE DRA I GS A D AS ECESSARY TO PR E T OFF SITE 0 E E T OF SEDI E T °04~~ MN N N N N INN N N EVN MVMN MN q~ oar < a RESTRAINT
PRODUCED BY CO STRUCTIO ACTT ITIES AS DIRECTED BY THE E GI EER. ADDITIO AL SILT FE CE AY BE RE UIRED BASED 0 FIELD CO DITTO S. OO°~~ - N N V N N N N M Q N N N ono°a~ 0°0~ q~ o a°q o
2. DIG TRENCH APPROXIMATELY 4_IN ~yIDE AND 8_IN DEEP ALONG PROPOSED FENCE LINES AND UPSLOPE FROM THE BARRIER. 0° a ~°o d 4
3. DRIVE STAKES, 8-FT ON CENTER (MAXIMUM) AT BACK EDGE OF TRENCHES. STAKES SHALL BE DRIVEN 2-FT (MINIMUM) INTO GROUND. aid ~a ~~o°c ° o v 4
4. HANG FILTER FABRIC ON POSTS CARRYING TO BOTTOM OF TRENCH ~IITH 12_IN OF FABRIC LAID ACROSS BOTTOM AND SIDE OF TRENCH. STRETCH -iTi~Ti-iii-- - - - - - = i-ii~ii_ _ i l-1bJl-I I1~1=11=1 I I~ll1=1I1=1L~1I 1=1I 1=1I1=1I 1=1 I I-III NOTES: 1. PROVIDE ~yIRE MESH AND ~yASHED STONE PROTECTION FOR 4
FABRIC FAIRLY TAUT ALONG FENCE LENGTH AND MAINTAIN SECURE BOTH ~yAYS. ~T-i~1~~1=Ill=„ll~~L=,~,~,L~L=L~1i=i~T1~!~Y~~ rl~lliil! ~~i, ~ ~ PP T T T TH FIT F I Y I H F T Y T TH P P I F TH P T T TH I H 5. SU OR S ANDARD S RENG L ER ABR C B y~ RE MES AS EKED SECUREL 0 E U SLO E S DE 0 E OS S. EX END E ~y RE MES r °'a^` ANY POINT DIRECTED BY FIELD ENGINEER WHERE FLO~y MAY
PP T T TH TT F TH T H F T TH I I F T TH F I TH P P I F TH F P T 12 SU OR 0 E BO OM 0 E RENC . AS EN E ~y RE RE N ORCEMEN , EN ABR C ON E U SLO E S DE 0 E ENCE OS . OVERTOP THE SEDIMENT FENCE, SUCH AS NATURAL °
DROP INLI 6. BACKFILL TRENCH 1~ITH EXCAVATED MATERIAL AND TAMP THOROUGHLY. . a ~IITH GRA CROP GRATE DEPRESSIONS OR S~yALES. ~
7. INSTALL PRE-FABRICATED SILT FENCE ACCORDING TO MANUFACTURERS INSTRUCTIONS. 2. REMOVE SEDIMENT y~HEN HALF OF STONE OUTLET IS COVERED.
8 THE HEIGHT OF THE SEDI E T FE CE SHALL OT EXCEED 24 I CHES ABO E THE GROU D SURFACE MN N N N v N
BLOCK AND GRAVEL STONE INLET PROTECTION 9. THE FABRIC SHALL BE CONSTRUCTED FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. y~HEN JOINTS ARE N 3. REPLACE STONE AS NEEDED TO ENSURE DE~yATERING. DROP INLET OR IrusrALLArION ~ErAiL CATCH BASIN
NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST ~IITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. SILT FENCE STONE OUTLET
10. SEDIMENT FENCE SHALL NOT BE ATTACHED TO TREES. D DETAIL 11. END OF SILT FENCE SHALL BE TURNED UPHILL.
12. SILT FENCE STONE OUTLETS (~yIRE MESH AND ~yASHED STONE) ARE RECOMMENDED AT SILT FENCE LOy~ POINTS ALONG LONG RUNS, SEE DETAIL J NOT TO SCALE VARIES DETAIL ,J TEMPORARY SEDIMENT CONTROL DEVICE
THIS SHEET.
TEMPORARY SILT FENCE NOT TO SCALE VARIES DETAIL G
NOT TO SCALE VARIES
A DETAIL
NOT TO SCALE VARIES
NOTES:
REMOVE AND REPLACE A. 2" TO 3" COARSE AGGREGATE SHALL BE USED.
LIVE STAKING OF SILKY DOG~y00D (CORNUS CURB & GUTTER TO
AMOMUM), SILKY ~yILL01~ (SALIX SERICEA), OR STEEL POST POST MATCH EXISTING B. PROVIDE TURNING RADII SUFFICIENT TO ACCOMMODATE LARGER
ELDERBERRY (SAMBUCUS CANANDENSIS) 18" O.C. o~p TRUCKS.
(TYP) OR AS SPECIFIED PER MECKLENBURG TR T P IT H 4' FR T P F K CONS UC 6 DEE D C OM 0 0 COUNTY STORMy~ATER SERVICES STREAMBANK TR K T I RT AT R A AY FR 19 GAUGE HARD ARE CLOTH ~ /o MAN
4 0 S EAM BAN O D VE ~V E ~y OM IN STABILIZATION AND HABITAT ENHANCEMENT - R T R AR A ~ ~ 1 4 H P I E CLOTH C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM
ES 0 ED E / MES 0 EN NGS) PLANTING DETAILS x URY TOE OF FABRIC A C,A QJ / UTILIZATION BY ALL CONSTRUCTION TRUCKS. x
2 2 ~ ° MINIMUM of 8„ . ~ ~1 1r,/,~~ I D. ENTRANCE(S) MUST BE MAINTAINED IN A CONDITION WHICH
~ , c ' ' M ~ 1~ILL PREVENT TRACKING OR DIRECT FLO~y OF TRAFFIC ONTO
~,4 ~ 1- 12" 2 0 ~ I. I N0. 57 STONE FILTER ,TER 6" MI . STREETS.
} GP 1= N 2" TO 3" COARSE E. PERIODIC TOP DRESSING ~ITH STONE ~yILL BE NECESSARY,
M p` - ~ INSTALL ~NOVEN COIR FIBER IyIAT, NORTH a ~ AGGREGATE KEEP SOME ON HAND. ANY MATERIAL ~IHICH STILL MAKES IT
~ ~ A ERI A REE S 1508 OR E UAL PER ~ KEY IN MESH Q M cNG N c N o
~ HECKLE BURG COU TY STORM ATER SERVICES MIN 2 -0 Q ~ N N IN Q- ~ STREAMBANK STABILIZATION AND HABITAT , APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL ONTO THE ROAD MUST BE CLEANED IMMEDIATELY.
~ o ~ ENHANCEMENT PLANTING DETAILS SEEDED PER \ \ \ \ \ \ \ \ \ SITE IS STABILIZED. FREQUENT CHECKS OF THE DEVICE AND F, CONTRACTOR MUST PROVIDE TIRE ~yASHING STATION AT EVERY TIMELY MAINTENANCE MUST BE PROVIDED. CONSTRUCTION ENTRANCE AND CLEAN THE TIRES OF EVERY
~ SECTION 02486 ~ 4 -0 MAX ~ i~ ~ i~
NORMAL ~JATER } ~ i VEHICLE BEFORE EXITING CONSTRUCTION SITE TO PUBLIC ROAD
LE EL ~ T XTI FA RI IRAFI ` V GEO E LE B C M o FILTER EA E 700 OR EQUAL. I 5 0 TO PREVENT TRACKING OF MATERIAL ON PUBLIC ROADS.
IN V N STEEL POST ~ o CONTRACTOR MUST SUBMIT PLAN TO O~JNER AND ENGINEER FOR APPROVAL AND MUST INCLUDE METHOD OF CONTROLLING
= HAND PLACED CLASS I RIP RAP STONE 24" MIN RIP RAP LIMIT FOR = THICKNESS PER MECKLENBURG COUNTY STORM N AND CAPTURING SEDIMENT FROM 1NASH y~ATER.
BRIAR CREEK CROSSINGS - ~yATER SERVICES DETAILS
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE G. REMOVE AND REPLACE CURB AND GUTTER TO MATCH EXISTING
OTES• ~ CREEK BED N AT EACH CONSTRUCTION ENTRANCE TO THE LIMITS SHOy~N,
1. ALL COMPACTION SHALL BE BY HAND. ALL OTHER STREAM i i DETAIL H INCLUDING ANY ADDITIONAL CURB AND GUTTER DISTURBED BY
CROSSINGS (SEE NOTE 3) ELEVATION SEC SECTION THE y~ORK. NOT TO SCALE VARIES
2. STREAM CHANNEL SHALL BE BACKFILLED AND COMPACTED PER SPEC - - - - - - - SECTION 02221 FOR BRIAR CREEK CROSSINGS. OTES• H. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO
PREVENT TRACKING MUD/SOIL ON ROAD~yAYS. ANY MUD OR
3. STREAM CHANNEL SHALL BE STABILIZED ~IITH A MAXIMUM 10' ~yIDE STRIP 1. ALL FABRIC PROTECTION FOR EXISTING INLETS SHALL BE DONE IN ACCORDANCE ~ITH SECTIO ~ITH SECTION 6.51 OF SOIL TRACKED ON ROADy~AYS SHALL BE CLEANED DAILY.
RELIEF SE~yER F RIP RAP R K F R A TR A R I TH R THE C EROSIO A D SEDIME T CO TROL PLA I G A D DESIG MA UAL REVISED JU E 2 0 2 BELO~y C EE BED 0 LL S E M C OSS NGS O E N N N N N NN N N N N ( N ISED JUNE 2006). A
RIP RAP A D STREA BA K RESTORATIO THAN BRIAR CREEK, RIP RAP IS NOT REQUIRED IN LOCATIONS ~yHERE N M N N AERIAL CROSSINGS ARE BEING REMOVED. 1.5' MI
GENERAL NOTES:
TEMPORARY INLET PROTECTION B 4, THE MAXIMUM ALLOWABLE TEMPORARY CONSTRUCTION DISTURBANCE MILL DETAIL Q 1, yyHEN DE~yATERING TRENCHES, CONTRACTOR SHALL PUMP
BE A 40' CORRIDOR ACROSS THE STREAM. 9" MIN TURBID ~yATER THROUGH FILTER BAGS.
NOT TO SCALE VARIES E DETAIL
NOT TO SCALE VARIES ~ 2. EROSION CONTROL MEASURES SHALL BE PROVIDED AS
12 12" N REQUIRED FOR PARKING, STOCKPILING, AND STAGING AREAS.
FILTER FABRIC CONSTRUCT SEDIMENT FENCE ON LOy~ SIDE OF TOPSOIL
i~~i~~ ~~!i~i~~, a a STOCKPILE TO PREVENT SEDIMENT FROM BEING ~yASHED INTO THE DRAINAGE SYSTEM. FENCE TO EXTEND AROUND
a (t) APPROXIMATELY 70 PERCENT OF THE PERIMETER OF THE
A STOCKPILE.
a M i
d a - ~ d (Z:1) -I I I~ CLASS 1 OR B EROSION 3. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN
O ( ~ 0 i - a I . CONTROL STONE THE V~ORKING AREA AND REQUIRED UNTIL THE SITE IS FULLY
i STABALIZED.
o a FLT x w aZ
~ HA D PLACED CLASS I RIP RAP a N w
~ STONE PER NCDOT STANDARDS N FILTER FABRIC ~ v
N SPECIFICATIONS FOR ROADS AND a a a a GEOTEXTILE FABRIC MIRAFI N Q ~ Camp Dresser & McKee
STRUCTURES LATEST EDITION ,y,~~,~~,~, , ~ 140N OR EQUAL. OVERLAP 301 South McDowell Street, Suite 512
o (t) JOI TS 24" PI 0 SLOPES - N N N o (B) Charlotte, North Carolina 28204
N N SECTION A-A North Carolina State License Number F-0412 Tel: [phone] Fax: [phone]
/ NCDOT CLASS TRIP-RAP ROCK CHECK DAM
RIP RAP CHANNEL SCHEDULE m
3 RIP RAP \ MIN. RADIUS OF ' CHARLO'P'PD-1VtBCKLDNBURG DETAIL U'PILI'PY DDPAR'P1VtBN'T
BOTTO SIDE SLOPE CHA EL RIP RAP SIZE ~ ~ ~ 1 CHA EL SHEET M NN 1 NN 8 ° CUR ATURE Rc THICKNESS 2(MIN) MIN) NOT TO SCALE C-13
o v ~ N0, N0. ~ITDH (B) FT (Z) DEPTH (d) FT (D50) IN MIN. FT (t) IN
= FILTER FABRIC UNDER ~NGIN~~RING DIVISION
1 C-6' 2 1 0.50 8.00 6.0 13.5 01 C-7 RIP-RAP (MIRAFI 140N CHARLOmmD, NORmH CAROLINA
~ OR EQUAL) RIP RAP DITCH 140-06-637
2 C-12 2 1 0.40 15.00 6.0 13.5 Job N°. File N°. BRIAR CREEK RELIEF SEWER
- F DETAIL 3 C 32, 2 1 050 2000 60 135 Stoles PHASE ll
C-33 ' p~,N AS NOTED
NOT TO SCALE VARIES PROFILE
Hor. A~) Nu to _
En m RIP RAP DIVERSION CHANNEL r Vert. AS NOTED EROSION & SEDIMEN T CON TROL
a
> DETAIL As Bunt Date DETAILS
U /
NOT TO SCALE ~IE %D DEWBERRY ABY DKP ABY LBK 04/10 Sheet Of
M No. Dote By Revision Surveyed By Designed By Dro*n By Project-Engr Approved By Dote 5D 69
M M
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
J

R
I
~ ~ EKIST ORFINISNED"~fi ~ OR`FINISNED"t;RADE
III III III~I~III=1 ~ ~ ' EXIST ~ ~GR FINISHED GfZADF ,,,mot ~ ~ t- i ~ ' , ~ ~ WASHED STONE _ _ , ~ I ~ I III III III I I I~ ~ ~ a- I _ I = I ~ I , pp)f l ~ , ~ r NEVI
I IIIIIIIIIIIIIIIIIII~I~I 0~ -k ~ i\ (1i I(-~ \ I a i i i u °r-7 . E f ~ .;a..l , ~ ~ I I~I~1ll=Ill=Lll~ w =II f'f ^E I^ EE= i _.,~,t:w~;~°:.:~ ' ~ N.: , I~III-III=III=III=11 I \V I ~-I ~ ~ E\ ~ ~ ! L...,. `~_`.=~i:~~. F ~ ' ` ~5®12" T&B Eye „ PAVEMENT
I~I~III-III-II --V I i---'I = 4' MtN~ COVER "i. i'~' ~ ~ ~ 11111-III=III=~ i- [ - ~ _ ~5~ 12
-~I,,.~k~,_ i ~i;~ I III II~III III , - AT FC ~ ~ ~ ~ ~ i t i_„ -_i. .I. ~ III-N1~1 I n , . - ,Is i~M 1 "s a... ~ x
i ~ - I ~17 ......1; ._.el?L~ it Z i~! ' : j ~ ~ ~ ~ ~ ~
i~~. ~ 'I'ii ii"~, u
FILTER 2-~5 12" 2"
dINIMU~ STREAM BANK ~T e% r FABRIC 6" #57
-II1=11I~I IIIIII~I~IJI i
=III=III~I~III=11 ` _III~II-III-III-11 LINE CREEK BOTTOM SECTION sroNE
I I I I I I III-I I I~ I ~I I I=1 I I _I =1111=III-III=1111 WITH FILTER FABRIC. t _I I ~I I I-1 I I-1 I I~ I ~I I I-1 I I-1
II I I=III=111 11=III=III=11 ~II1= I-I I ~I 11=1 11=1 I I~ I ~I I I-I 11=1 ya 22-ill' BEND ~ 1 X111=111=111 11=111=111=11 X11
II-III-II~III-III-III~I~III-III RIP RAP (PYG, DIP OR GISP,J 11~1~111=111=III~II=111= I =11 20'-0"
1111=III=II~IT-III=111 I- 1=111~1~III-III-III~I1-II COIdPRESSION TOIN7 SEALER ~ 1NSlDE DROP - - - f - - 1111=III=11111=III=III ~ _ _ DROP
III =III=11111=III RING FILTER AS 1 II-- YI P T /
REQUIRED B NS EC OR. SEWER TAP SADDLE I I
~ EPaXY SEALANT` AS RECPMMENDED BY TAP i I P / ~ SADDLE MANUFAGTURER ~ ~ ~~5 ~ G~~'P 9'-0" 9'-0"
YAR1fS KiJN ~ j j o~ 1'-0"
6" WASHED STONE ~oRe c ~ 7 ~ ~ o`e' II rJ, o`e' Q,~,
FRPM OR DUCTILE IRON PIPE 13 ' Q
I ~ tz CORE ' CORE H01E A,VD INSTALL FtEX1BLE BOOT CONNECTOR,
TOP BANK o00 00 ~ ~ FLEXI 0 0 0 0 0 0 0 0 0 0 ~
1/2 PIPE DIA. OR 12" ~ ~ 45" OR 22-?/2' BEND I I . ocrTS1DE O~ ~r.ti. I
WHICHEVER IS GREATER. w ~ I CU ~ ~ S,~ yd ~
22 i'~t'Y `[S~ to till„ Ya=+x+ Ul ' I
RIP RAP i E~a~~~. ~ ~ °o ' I
STONE BEDDING (tF REQUIRE!)) s O
CLASS IV RCP CULVERT ' ~ ~_a ~ NOTES; ~,x~ I ~ i''' ~ I I
1. THE QPENItJG fN PrPE SHALT. BE CUr WITH A TAP ~ ~ ~ ~ I I
MACHINE ONLY. ~L . _ . A 2. THE TAP SHALL BE 1fiADE 1N THE UPPER HALF OF ~ "`~=`-x~ s _ ~ I I
THE PIPE A7 45` FROM THE HORIZONTAL. ~ ` I I
3. MAXIMUM S1ZE TAP SHALL BE FOUR INCHES. 4, TEE & BEND 70 8E FULLY ENCASED W17N,,y6T CRUSXED I I
)VOTES: sroNE. I I
5. sDR 2s PYa LATERAL PrPE REOUrRE TYPE u1 4" SEER SERVICE LATERAL INSTALLATION AT GRANULAR BEDDING. ELATION AT MANHOLE
1, REMOVE THE STRUCTURE y~HEN NO LONGER NEEDED. (NOT TO EXCEED 1 YEAR), s. MrN. GLEAR 7o PIPE ~oINT aN MAIN SHALL BE
' ~ DETAIL C T THE LAIFRAL MUST 8f INSTALLED PERPENDICULAR
2. ENSURE THAT DESIGN FLO~y VELOCITY AT THE OUTLET OF THE CROSSING To THE MAIN. ~ 1'-°„ PLAN VARIES
STRUCTURE IS NON-EROSIVE FOR THE RECEIVING STREAM CHANNEL. rF THE LATERAL HAS LESS MAN 3° of CovER, THE NOT TO SCALE yARIEs LATERAL MUST BE D.LP.
3. ADDITIONAL MEASURES MAY BE REQURIED PER THE ENGINEER BASED ON SPECIFIC 4" SE ER SER I E LATERAL TAP
IN V C SITE CONDITIONS. CONCRETE DUMPSTER PAD
DETAIL B
DETAIL G
NOT TO SCALE yARIES NTS C-1,
C-15
TEMPORARY STREAM CROSSING
DETAIL A
NOT TO SCALE yARIES
Ire 20'-0„
BIKE RACK ~ 6'-3" 10'-9"~ = 3'~I
- - R/~V - -
CALL NC ONECALL 1 T EXISTING SIDE~yALK
BEFORE YOU DIG 1 TO REMAIN
~ P ~ ~ INSTALLATION NOTES: R/~y 4
/ I x ' s ~ 1 s 1-800-632-4949 ~ x x.. - I~ ~
1 AVOID UTILITY DAMAGE 1, INSTALL RELOCATED y~ATER MAIN TO JUST SHORT JUST SHORT OF 1 I I 1
I . 1 I EXISTING y~ATER MAIN AND NE1N 45 BENDS. 5 ° BENDS. ° ' ° a ~ a Q °
~ 1 I m
I 2. COORDINATE TIE-IN ~ITH CMU STAFF FOR LOy~ C 1 I DA GER. PERIoD. 'FOR LO DEAD 6 ° ° a ~N M N a ° ° S1DEy~ACK ° I ~a - ~ I a
1 ~ ~ a a a ° a
1 of HIGH VOLTAGE POKER ~ ,.•r_-, , „ ION VALVES. USE ~ I I I °I ° ~ aCURB a
LI ES OVERHEAD. I ' 3. CMU STAFF TO OPERATE 12 ISOLATION VALVES. N I - ~ FE5 INV 643.1 ADJACENT HYDRANT TO DEyVATER. °
1 E- ~ I 1
1 ; , m~ i 1 ~ 4. SPRAY CHLORINATE CONNECTION PIECES PRIOR T o, 1 . I ~ , CES PRIOR TO d ~ a ~5,~~ Q a ° GUTTER
' I 43.26 TIE-IN ~ITH EXISTING ~ATER MAIN. ~ 1 o REPLACE CON RETE ~ Nv ~ '
~ ~ _
~ 1 APPROACH T F I TI P 1" A AT 5. OLLOy~ NG CONNEC ON 0 EN 2 V LVE " 1 ' I ' ~ CO 0 EALTH A E A D USE FIRE HYDRA T TO SALVE AT EXISTING CURB & GUTTER STREET HYDRANT TO FLUSH TO REMAIN
LF 12 Dl RJ T H f T I ~ MM NIN V N N MAC EX S G 1 I ~ - 1 ~ REMAINING DEBRIS PRIOR TO OPENING VALVE AT ~G VALVE AT PLAN VIE
RELOCATED WATER ~ ~ - ' 1 11 II INDEPENDENCE BLVD. Nrs
MAl PC-350 1 0 I ! LEGEND
1 G S SERI/ICE 0 B [ "1 '
DI JXPE e R L A TED F R AFT _ 30 STAR ~A TER MEIN CONCRETE WAITING
- ~ e ~ ICI , DOL YP 2 , PAD 6" THICK NOTES:
CONS UCTION CUL 1/~RT_ BELOW w._ I i
Od®E 09® \ -~`a~E Oq®E Otl®E OtlX OHg~ I I 1 I ~ ~ TRASH RECEPTACLE ~ 1, DIMENSIONS REPRESENT MINIMUM
7r- X X ~ X X X X X ° Y OHE'-~ Otte I °HE STANDARDS; VARIATIONS MUST BE
!7~ ~ - - - - 1 SIGN ~ APPROVED THROUGH CATS AND CDOT PROJECT MANAGER,
12 J SLEEVE ~ w eacK of cuRe ~ 4 X x x X. 1L ~FE~e X x X- y ADA SPACE
GAL UG o . T E CONCR TE HR
~ X Cp_8 °"F °"E GLAD TYP 2 x I - BLOCK TYP 5X10 STRUCTURE
~ I I x I a °"f NOTES:
x I _ w w w w
\ 1, INSTALL 12" yI~ATER MAIN ~IITH 3,5 u + I I °y AIN ~IITH 3,5 FT MINIMUM COVER, ~IAITING PAD ~IITH 5'X10' CANTILEVER SHELTER
I » F I EX, 12 DI ~A TE
o 12 DI RJ 4 2. PIPE BEDDING SHALL BE N0, 57 , a X ~ 60't I = BE N0, 57 STONE TO SPRING LINE. ~JITHOUT PLANTING STRIP
I MAIN TO BE RE I/ED ~ .....BEND TYP 4 ~ A AT R AI I T HA o _ ~ 3. LL ~y E M N JO N S S LL BE TS SHALL BE RESTRAINED. DETAIL F
U
~ _ 1 ti~ a x - - - - - - - - -
~ i k NOT TO SCALE C-15
OD k = N _ _ " " ~ Camp Dresser & McKee
~ ~ I I r PROPOSED SEWER - 18 ~IN, - 10 0 & LESS 301 South McDowell Street, Suite 512 24" I~IN" - 12"0 & GREATER
o X t I I - - - - - ~ ~ a5 Charlotte, North Carolina 28204
iy 1 1 A HOLE O N - \ T I ~ X PIPE s0' BEND 45' BEND 22 'BEND 11 'BEND TEE PLUG ~ North Carolina State License Number F-0412
N ~ I I _ '.o,, r m ~ I v.o PROPOSED I I _ ~ _ q . - . m SizE Tel: [phone] Fax: [phone] A B A B A B A B A B A B
m MORNINGSIDE xDR ~ m ` 4" B" ,2" B" B" 6" 6" 6" 6" B" 9° 6" C HA R LO D -1Vt B C KLD N B U R G v sas m .Q. ; r
3 I I w q uNasruR~ SOIL TUNNEL SHAFT x - - - - - - ti c~ ~ L) 6" 10" 12" B" 10" 6" 8" 6" 8" 10° 10" 10" 12"
50 FT PUBLIC R W ~ X ~ I _ ~ k~ o ~ I B" ,5" ,3" ,D" ,D" 6" B" B" B" ,2" ,2" 24" U'P I LI'PY D D P A R'P 1Vt D N'~
o I I , BE DS ~ - -I-- - N BENDS AND TEES ,D° ,6" ,4" ,D" ,2" 6" ,D° 6" ,D" ,4" ,4° 25 ~NGIN~~RING DIVISION
N - - - -I- -=1- - PLA BE DS _ f ~ I SECTIC SECTION X-X 12• ,s" ,s" 1s" 14" e" ,z" ,a° ,s" ,s" ,2"
~ 1 ( I i 2 I rn _ < ~ I X ~ to ,6" 26• 2D" ,6" ,6" ,3" ,3° ,B• 2D" 2D" 36• CHARLOmmD, NORmH CAROLINA 20" 50" 24" 31" 22" 21" i6" 12" 15" 36" 24" 24" 58"
3 x x x. x x x be x-~ W I 24" 60" 28" 38" 26" 25" 20" 14" 17" 36" 28" 28" 70° 140-06-637
- I ~ ~ I _ r I r I ~
~ ~ 1 I I I i I ~ ~ I TYPICAL TH TYPICAL THRUST BLOCK Job N0• Sc°les~1e N°• BRIAR CREEK RELIEF SEWER
° ~ 1 I I I I _ I ~ ~ I i ~ I 1 1 ~I. I I pLp,N A5 NOTED PHA SF 11
DETAIL ETAI L ~ PROFILE
12" WATER MAIN RELOCATION Hor.
En NOT TO SCALE T TO SCALE - Vert. - CD-8
a L DETAIL D MISCELLANEOUS DETAILS
V, = 10' C-15 As Built Dote
U / 0+
n %D DEWBERRY ABY DKP ABY LBK 04/10 Sheet Of
M No. Dote By Revision Surveyed By Designed By DroWn By Project-Engr Approved By Dote 57 69
M M
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
J

' ' ~ 1 1
TEMPORARY
CONSTRUCTION

i ~~~/~0~%' STAGI G AREA ENTRANCE ~ 5 N ~
?J ~ ~ Z NO 4/FIELD / '
r I
~ ~ ~ ~ ~ TEMPORARY ~ a N a ~ ? ~a ~ I ~I , / ~ OFFICE % ~
~ o ? ? 0 STRU TIO ' ~ CN C N
~ ~ ~ ~ ~ ~ ENTRANCE ~ ~ Z ~ r 16 I~ ~ 21
' ~ STAGI G ~ ~ w' r~ N ~ TEMPORARY ~ ~ ,
~ o ~ ~ ' AREA 0 1 ~ ~ a N I o hII , o ~ „ , , ~ ~ ,,CONS UC ON ii , ;
, ' , , srAC~Nc TA ~ s c Nc ~ N TRANCE ~ ~ ~ r/
~ AR A N0.2 AREA 0 3 ~
N , ~ ~ ~ m
~ / ~ N ~ '~I N / I ~ 1 ~ , / ~ , ~ ~ ~ " ss ~ ss ! _ _ ~ - y ~ ss
~ ~ ~ T PRRY o ~ r EMoA D - ~ - ~ / ~ 17 - _ ~s -
~ coNs rRUC rioN ,
o ~ o - _ v6 , S, _ ~ N TRANCE N i ij EMH 0~-~00 ~ s5 ss ~ Si ~ \
TEMPORARY ~ ~ - - 14 \ ~ -o \e - e
coNs rRUC rlo _ _ ~~5~--~ , _ _ , , _ ,
~ \ ss ss ~ e o ~ , e.. A\ 13 - ~ ~ / I TEMPORARY
EN TRANC ~ 55 , . , _ s ~ ~
~ - SSA ~ 9 e /5: p-~ ss / ~ ' . - ' S _ ~ I EMPORARY ~ ~ ~ I ~ ~ CONSTRUCTION
~ ? s ~ ~ ~ / ~ \ 1 ~ j ~ 'll ~ ~ coNs rRUC rioN I o III ENTRANCE \
~ ~ ICI/ ENTRANCE J
TEMPORARY STREAM ~ ~ ~ / i f ~ \ ~ 2 ~ ~ \ _ / ~ - ~ r~
~ / / , CROSSING NO 2 ~ ? . ~ J ~ ~ / . ~ I I i ' ~ ~ / G ~ ~i -%--~--1 Z' I, 1
1 ~ ~ ~ - / ' I
? A ~ - -
/ 1' - ~ ~ 1 ~
~ L ~
~ `
i ~ ~ ~ ~ \ ~ ~
dj ~ `
I
' TEMPORARY
~ \ ~ R
coNs rRUC r~oN ~ ~ ~ ? ,
. " ~ ~ ENTRANCE ~ , ~ ,
1~ ~ ~ `
~ ~

,TEMPORARY STREAM • ~ \
CROSSING NO 1

TEMPORARY
CONSTRUCTION
srac~Nc
ENTRANCE / AREA 0 5 N

~ ~ I, ~
,i~ 28 ~ II I~I
,n~
~r'
D ?.r • I r ~ ICI
\ ~ SS to'
i 1 i ~ ~
i \ \ ~ - 2/ ASS ~ ~ ? ~ S Sg _
I ~ ~ / \
/ \ ~ ~ ~ / /5 / \ ?
/ / ~ i ~ ~ ~ ~I
~ ~ 26 1 29 SS ,
J e ~ . I~ iI i
i \ / \ / ~ 1 1 y ~ ? a 5 T PRRY ~ _ EMoA . a ` ~ ` ~ ~ TEMPORARY '
~ ~ 25 ~ ~S~ , 1 ~ ~ ~ ~ STREA CROSSI G ~ o ` coNsTRUCT~oN
M N ENTRANCE
- r - ~ NO 3 / 1? ~
~ , 1 - 24 % ~ 33 ~ CALL NC ONECALL \ ~ ~ ss ~ BEFORE YOU DIG
~ ~ - \ \
~ / l / ' a ~ ~ ` ` - ~ STOP - ~
~ ss ` ` 37 ~ 36 1-800-632-4949 r AVOID UTILITY DAMAGE
i i/ ~ ~ ~ v 22 - ss - . ~ . ' ~ ~ i . \ ~ 35 ,~~i/, ~
~ ~ 5 ` \ ~ ~ ~
21 ~ ~ , 34 s - ~i~ ~ s ~ ~ ~ , ~ ~ ~ o
d S ~ 1 ~ ~ / , 5
~ s ~ i ~ ~ 5~ /o ~ ~ / ~ ~ / .
M ~ ~ \ - ~ ~ Camp Dresser & McKee
~ ~ \ N o ` ` o ~ 301 South McDowell Street, Suite 512
O ~ ~ O / ~ ~ ~ / \ Charlotte, North Carolina 28204
\ ~ 1 N 1 / ' \ / 0" North Carolina State License Number F-0412 9~° \ ~ ~ Tel: [phone] Fax: [phone]
l0 `
O1
3 ~ ~ CHARLO~P~PD-1VtBCKLDNBURG
0 TEMPORARY U'PI LI'PY D D PAR'P1Vt D N'~
C7 0 STREAM cROSS~NG ~NGIN~~RING DIVISION
Q ND 4 CHARLOmmD, NORmH CAROLINA
C7 N
2 a 140-06-637
m 3 Job N°. File N°. BRIAR CREEK RELIEF SEWER
stoles PHASE ll
r a PLAN N A
[7 PROFILE
Hor. N/"
En m r Vert. N A G-4
a KEY TO SHEETS
As Built Dote
i rn
n DEWBERRY ABY DKP ABY LBK 04/10 S fleet 69
M No. Dote By Revision Surveyed By Designed By Drown By Project-Engr Approved By Dote - -
M %D M
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
J