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0 " 'a. Fc S. CPS ° N - DATE: /till 'na~` a9 First Citizens Bank Plaza Imm
o Q 31 RCDIS 128 South Tryon Street, Suite 1100
>Z 2E 0L.
oN rn U N O PROJECT NUMBER CN4BE618,0000 Charlotte, North Carolina 28202
N
U MARCH 2009 Tel: [phone] Fare 704/752-0271

GENERAL NOTES
1. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL 13. 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF
PERMIT APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES. REQUIRED DURING INSTALLATION OF NEW WORK. THERE WILL BE NO ADDITIONAL OR SEPARATE ZATE
PAY ITEM FOR THIS WORK UNLESS SPECIFICALLY CALLED OUT IN THE BID FORM. ANY
2. C0NSTRUC110N AND MATERIAL SPECIFlCATIONS SHALL CONFORM TO THE CITY OF BELMONT RELOCATION OF EXISTING UTILITIES MUST BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. MPANY. ~
DEPARTMENT OF PUBLIC WORKS, SANITARY SEWER STANDARDS. PROPOSED SANITARY SEWER
14. THE CONTRACTOR SHALL SUPPORT ALL UTILITY POLES AS NECESSARY. THE CONTRACTOR ,TOR IXISTING HAT~WOOD 1REE
3. ALL EXISTING UTILITIES HAVE BEEN LOCATED FROM THE INFORMATION AVAILABLE. IT IS THE SHALL COORDINATE POLE SUPPORT WITH THE APPROPRIATE UTILITY C6MPANiES. - - PROPOSED PERMANENT UTILITY EASEMENT
CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY
~ - ~ - e - PROPOSED TEMPORARY CONSTRUCTION EASE
ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION (ONE CALL CENTER 15. CONTRACTOR SHALL RESTORE/REPLACE All SIGNS, MAIL80XES, FENCES, LANDSCAPING, EXISTING EVERGREEN TREE
1-B00-632-4949) AND ADJUST PIPELINE ACCORDINGLY. ALL COSTS ASSOCIATED WITH ANY HEADWALLS, RETAINING WALLS, ETC. ENCOUNTERED DURING CONSTRUCTION TO ORIGINAL PROPOSED ALT FENCE
DAMAGE TO EXISTING UTILITIES RESULTING FROM THE CONTRACTORS FAILURE TO ADEQUATELY CONDITION.
PROTECT THE EXISTING U1ILITIES DURING CONSTRUCTION SHALL BE BORNE SOLELY BY THE 16. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THE EXISTING GRADE UNLESS IXISTING SHRUB IXISiING RIGHT-OF-WAY
CONTRACTOR OTHERWISE NOTED ON THE DRAWINGS. VLESS
`~^~`-~`~`-^N EXISTING TREE IJNE ss EXISTNG SANITARY SEWER
4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, O1HER
PERMANENT POINTS AND ONES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, 17. ALL ROADWAYS AND DRIVEWAYS DISTURBED SHALL BE REPAIRED AS SOON AS ~ IXISiING R/W MONUMENT FM EXISTING FORCE MAIN
MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR CONSTRUCTION HAS PASSED. A MINIMUM OF 6" OF AGGREGATE BASE COURSE (ABC) SHALL BE Ll BE ® IXISi1NG PROPERLY IRON w EXISTING WATER MNN
SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. USED FOR TEMPORARY REPAIR ON ASPHALT AND CONCRETE PAVEMENT UNTIL PERMANENT
REPAIR CAN BE COMPLETED AND MINIMUM 6" OF ABC SHALL BE USED AS PERMANENT REPAIR 'AIR ~ IXISIING WATER VALVE ~T IXISTING UNDERGROUND TELEPHONE
5. CONTRACTOR SHALL CLEAR AND GRUB ALL WORK WITHIN RIGHTS-OF-WAY AND DESIGNATED ON GRAVEL DRIVEWAYS. WM ~ IXISTING WATER METER - • _ . _ . _ . _ . _ . _ . _ 100-YEAR FL000 UMCT
EASEMENTS. ANY USE OF PRIVATE LAND SHOULD BE DOCUMENTED AND COPIED TO ENGINEERING ETTER
FlELD REPRESENTATIVE. ON ROADWAYS, RIGHTS-OF-WAY, AND CITY-OWNED PROPERTY THE 18. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, PAVED OR UNPAVED, TO EXISTING OR BETTER IXI511NG FIRE HYDRANT ~E IXISIN~G UNDERGROUND ELEC1i~C
CONTRACTOR SHALL ONLY REMOVE THE TREES MARKED ON THE PLANS AND SHALL MAKE EVERY CONDITIONS IF DISTURBED DURING CONSTRUCTION.
EFFORT DURING CONSTRUCTION TO PROTECT THE TREES THAT WILL NOT BE REMOVED.
19. CONTRACTOR SHALL REMOVE ALL DRIVEWAY PIPES AND OTHER DRAINAGE PIPES/CULVERTS 'ERTS ® EXISTING GAS VALVE c EXISTING GAS UNE
6. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT 1HE EXISTING PLANT THAT ARE DISTURBED WHILE INSTAWNG THE SEWER MAIN AND REPLACE WITH NEW PIPE. © IXISTING 1ELEPHONE PEDESTAL - IXISTING OffCH LINE
MATERIAL OUTSIDE THE PROJECT AREA. ANY COST INCURRED TOR PLACEMENT OF SUCH
MATERIAL DUE TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 20. ROADS ARE ASPHALT UNLESS OTHERWISE NOTED. QS IXISTING SANITARY SEWER MANHOLE IXLSi1NG UTILITY EASEMENT
7. PROVIDE TEMPORARY SERVICE CONNECTIONS FOR SANITARY SEWER SERVICE LINES TO BE 21. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PR0PER11ES ADJACENT TO THE PROJECT ROJECT PROPOSED SANITARY SEWER MANHOLE IX~TING FENCE '
TEMPORARILY TAKEN OUT OF SERVICE DURING C0NSTRUC110N. AT ALL TIMES.
~ IXISIING I~HT PEE WETLANDS DELINEATION
8. 1HE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION 22. A MINIMUM 12-INCH VERTICAL CLEARANCE BETWEEN SANITARY SEWERS AND STORM
L ~ IXISpNG UTILOY POLE - - - - - - - - - - EXISTING PROPERTY LINE
CONTROL MEASURES WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, DRAINAGE SHALL BE MAINTAINED. A MINIMUM 18-INCH VERTICAL QR 10-FOOT HORIZONTAL THER ~ ~
RIVERS, ROADWAYS, ETC. FROM SILTATION AND EROSION. ADDITIONAL EROSION CONTROL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS SHALL BE MAINTAINED. IF EITHER EACH IXISTING POWER POLE W/ GUY WIRE ~ - - - - - - - - - ~ IXISTING EDGE OF PAVEMENT
MEASURES MAY BE REQUIRED IF THE PROPOSED MEASURES CAN NOT FUNCTION AS INTENDED. MINIMUM CLEARANCE CAN NOT BE MAINTAINED, DUCTILE IRON PIPE WILL BE REQUIRED FOR EACH
unuTV. EXISTING SIGN - _ _ _ _ _ _ _ _ _ - IXISIING CURB/GUTTER
9. ALL EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE RIGHT-Of-WAY OR SEWER
EASEMENTS DURING SEWER LINE INSTALLATION. THE CONTRACTOR SHALL PROVIDE THE 23. FOR ~1ANH0LES WITHIN THE NC DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY, ONLY NLY ~ PROPOSED EASEMENT PARCEL - _ _ _ _ _ - _ _ _ - IXISTING STORM PIPE
NECESSARY SEDIMENT AND EROSION CONTROL MEASURES TO CONTROL RUN-OFF. ALL EXCESS PREAPPROVED MANUFACTURERS AND STRUCTURE DESIGNS BY THE NC DEPARTMENT OF
EXCAVATED MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED OF TRANSPORTATION MAY BE USED. IF A STRUCTURE DESIGN IS PROPOSED THAT HAS NOT BEEN TEEN ®-1 EXISTING SOIL BORING LOCATION w/ DESCRIPTOR IXISTRdG MAIOR CONTOUR
LEGALLY. THE CONTRACTOR SHALL PROVIDE A COPY OF LAND QUALITY PERMITS FOR BORROW PRE-APPROVED, CONTRACTOR SHALL PR041DE ALL STRUCTURAL CALCULATIONS AND COORDINATE DINATE
AND WASTE SITES BEFORE HAULING SOIL ON-SITE OR DISPOSING OF WASTE SOIL OFF-SITE WITH NCDOT TO OBTAIN APPROVAL. NO EXTENSION OF CONTRACT TIME WILL BE ALLOWED FOR FOR ~ - ~ - ~ ~ - ~ IXISTING MINOR CONTOUR I ~ EfgSTING BUILDING
THE APPROVAL PROCESS.
10. NO FERTILIZERS SHALL BE APPLIED WITHIN 10 FEET OF STREAMS. ANY FERTILIZER ~ - - - - ~ TOP OF BANK/TOE OF SLOPE
APPIJCATiON MUST COMPLY WITH ALL OTHER FEDERAL, STATE, AND LOCAL REGULATIONS. 24. MANHOLES N07 LOCATED IN PAVE~AENT SHALL HAVE THE FRAME SECURELY ATTACHED TO TO
CONCRETE MANHOLE WITH ANCHOR BOLTS. ALL MANHOLE FRAMES AND COVERS SHALL BE
11. ALL ROADWAY DITCHES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO VENTED, BOLT-DOWN. COVERS INDICATED AS WATERTIGHT SHALL NOT HAVE VENT HOLES. ;i
PRE-C0NSIRUCTI0N CONDITION OR BETTER AND LINED WITH THE SPECIFIED MATTING UNLESS
OTHERWISE NOTED. 25. SANITARY SEWER PIPE MATERIAL IS PVC UNLESS NOTED OTHERWISE.
12. COORDINATES ARE BASED ON THE FOLLOWING DATUMS: NAD 1983 & NAVD 1929. 26. BUILDING LOCATIONS ARE APPROXIMATE AND SHOWN TOR INFORMATION ONLY.
i
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I ~ ~ ~
~ ' `S. ;yam ~ ~ / Grp i r ABAND........ABANDONED NORTH CAROLINA ONE CALL 800-632-4949
ABC.....,....,.AGGREGATE BASE COURSE CITY OF BELMONT 704-825-5586
APPROX......APPROXIMATELY NORFOLK SOUTHERN RAILROAD 800-946-4744
ASPH..........ASPHALT PUBLIC SERVICE COMPANY OF NC (GAS) 704-810-3334
,fix ~ ASSY........,.ASSEMBLY TIME WARNER CABLE (CABLE TV) 704-864-8327
C/LINK,.....,CHAIN LINK DUKE POWER (ELECTRIC) 704-827-9462
j " CONC..........CONCRETE AT&T (TELEPHONE) 704-780-1711
` ~ ` CPED..........CABLE TV PEDESTAL
CPP........,...CORRUGATED PLASTIC PIPE
1/~~ e~ ? fib„ t. - j R~y~
CU, FT.......CUBIC FEET
~ i~~'j ~ J ~ f~ qty i ` ~ L i , DW ..............DRIVEWAY
~ /~~~y~ \ „l /1 ~ fit? a i z ~ ~ ~ ~ ~l i ~'i ~ ~ i ~ I EIP ..............EXISTING IRON PIN
EP ...............EDGE OF PAVEMENT
\r;/ - EXIST..........EXISTING
_ r FES .............FLARED END SECTION
FFE .............FINISHED FLOOR ELEVATION i
~ ~ ~ n'SHEET i SHEET., 4 ' i ~ , FH ...............FIRE HYDRANT i
y 3 $ _ ~ LF ...............LINEAR FEET 'i
MIN .............MINIMUM
- - r-
PE ..............PERMANENT EASEMENT
EW 0 PERM..........PERMANENT
N PROP.,...,....PROPOSED
mm _ _ ~ _ PUC............POLYVINYL CHLORIDE (PIPE)
RCP............REINFORCED CONCRETE PIPE
o~ m \R 00 o' E ~ " ~ REQ'D,.,......REQUIRED
R/W............RIGHT-OF-WAY
SS ..............STAINLESS STEEL, OR SANITARY SEWER
/ ~ ~ _ ' _ l SSMH..........SANITARY SEWER MANHOLE
i~ _
< i r ! TBM.,..,.,.,...TEMPORARY BENCHMARK
d i TCE.......,,,,.TEMPORARY CONSTRUCTION EASEMENT
~ TCP..,...,.....TERRACOTTA PIPE
TEMP..........TEMPORARY
o/ ~ TOB............TOP OF BANK
TOE.......,....TOE OF SLOPE
~ TPED..........TELEPHONE PEDESTAL
PROJECT MANAGER DEPARTMENT MANAGER LEAD DESIGN PROF. CHECKED BY
~ ~FINAL DESIGN K~wN S~ S~ D. KACHMARSKY D. KACHMARSKY M. CALDWELL D. KACHMARSKY
NOT RELEASED ~''~~eiN~'.~§~~' C ! /,c .A SHEEP TITLE TASK/PHASE NUMBER DRAWN 8Y
• • G&M OF NORTH CAROLINA, INC.
.2 FOR CONSTRUCTION SEAL _ FIRST CITIZENS BANK PLAZA - (K.-®r 20 E ~ 00002 M. CALDWELL
> ° ; 19697 128 SOUTH TRYON STREET, SUITE 1100 z Unless Signed & Dated as Approved ® ® EEL NOTES, PROJECT NUMBER DRAWING NUMBER
CHARLOTTE, NC 28202
° ° °•FN t- v 0 co rn APPROVED: .,~0,(•,GINE,. ~~v704-752-4258 MAIN O SIGNATURE WEST LL LEGEND & 6CN4BE618.0000 2
N t S. CP 704-752-0271 FAX U DATE: REV. ISSUED DATE DESCRIPTION WWW.ARCADIS-US.COM
SEWER. IMPROVEMENTS SHEET INDEX

-~1-~~`'" 5d9 i

\ ~ \ ~
\ \ '
1
\ 1 \
1 ~ ~ ~ 1 ~f I
\ W
\ ~/L1NK FENC ~ _ x(30"-~. ~ ~ E .Z~ - ~/M~ ~ I PLUG EXIST. 8" SEWER;~-~-~'~ ~ ~1~ ~ - ~ NORFOLK SOUT ~
II ~ EXIST. MANft..._ ~ . ~ ~ 61p HERN RAILROAD
~ ` . - ' , ~ AFTER ~ ~~~A7I4~~ OT' 605
~ ~ _ ,ry18'° :SE.WER _ X00
9 i r~°->. ~ ~ r, r~ w Q T , _
T ' } ~ ~~w _ a.w e_ _.aw
w.. ; s
~ ~ v ~~F v~F . ° 901" ~ ~ i~;`, ~ ~ TBM ~1 ~ ~ / R ti~ - • y ~ ~ e ~ 22~ F s~ ~ ' ~ ~ , ca I ~ , , _ ~ ~ ss , r Off, ~ . . _
\ 2,9j \ ~ ~ I I e \ e .~3. , , ; A~FMc , . ~ ; CENTER OF MANHOLE COVER \ \ ti ~ ; ~ RS , ~ I ~ ~ r f f / I ~ ~ ~~~~c.. ~p ~ ~ t~ ~ ~ r o
ELEV. = 598.14 \ \ ~ \ ~ 'ti , ~ ~ r I 1 ~ 5 ~ e ~ r'
/ v v v p~6 ti ti " w
s~~ ~.3~:~q.' Oar a e ` ~ r ` I { 1 ~ ~ n . f'' ~ ,~116.3~ e , \ e , ! ~ ~ 51,39 W O
S o ~ v v~ v v - SSMH-2 _ ~ ~ ~ ~ i ~ 4 8 ~ t ,r''
/ 0 / ~ ~ Z X _ , / ~ A / ~ ~ 1 , i
7 . ~ f I =
/ P \ / n , ' / ~ / / ~ e / j \ \ REMOVE REPLACE m e ' , SSMH / Oti / 0 \ \ ~_e / e ~ - ~ ~ ~ ~ a t ~
RIM 596.29 / ~ 0 w ~ j ~ C/LINK FENCE ~.E. r''' SSMH- f0' ';T.~.E ~ e..'' e-~"e...~„ ' w W
IN 587.59 0 ~ ~ \ 6` m \ 1 - ~ ~ o~ / E ~s • i~°o ' \ \ AS NEEDED 10' T. t OUT 587.49 / / OJ F h ~ y5 E~ ~ ° ~ f \ \ - 1 ~ Ti Co E~ ~ 3 ~ J 1 J f ! ~ /)V
a/ ~ ~ / i ~ v v ~ t t I U .A ~ ~ ~ ~ ~ ? ~ i
/ , . ti e ~ \ \ i
J/ ~ \ \ CONC I
~ ~ ~ ~ ~ \ k \ PIERS ~ SSM~d 3 'SMH®3 w~~.a ~ i t`~
/ ~ ° \ v v o CONNECT TE / l ~ / ~ U ~ 'ONNECT TENTH STREET I ~ ~ ~ ~
1 ° ~ ~ e \ \ \ ~ w OUTFACE TO ~UTFALL TO NEW SEWER ' r r ~
D4° r f/ ~ \ \ 1 w 242 ~ e 40 .E. \ i ~ ~ \
54, ~ _ ~ ~ \ \ s Q ~ / ~
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2 / / RCp ~ \ ss / / , ~ 50 LF - 30 DIAMETER I
r~~ A / / STS E ENCASEMENT PIPE
` ~ < / / 0. 2" THICKNESS
0 e ~ N ~ ~ ~G / B-5 ~I \ NOTE:
/ ~ / \ \ CO. i ti~~ \ + CONSTRUCT AND TEST PROPOSED 18"
REMOVE STUB PIPE \ SAI / \ SANITARY SEWER BETWEEN EXISTING
/ ` ~ CONNECT 18" SAN. \ MA \ MANHOLE AT STA 0+00 AND SSMH-
SEWER TO EXISTING \ + PRA \ I TO CONNECTION F EXISTING
` ~ ANMOLE \ \ TEP TENTH STREET OUTFALL SEWER AT
\ \ SS. SSMH-3
\ \ ~ ,
- ~ - - - -
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oa
7+00 8+00 9+00 10+00 11+00
3+00 4+00 5+00 6+00 0+00 1+00 2+00
PROJECT MANAGER DEPARTMENT MANAGER LEAD DESIGN PROF, CHECKED BY
= KEYPIAN SEAL SEAL pd D. KACHMARSKY D. KACHMARSKY M, CALDWEII D. KACHMARSKY j
F~ AI A I 1 1i~ Ii ~ lil Q 40~ ~2~~ . J`~Iltlllnaln,'~llli, . 1 II
~ I I I V /11o L~ L®V 1 ~l 1 V . (k1• ~U ~ Pa V I "I'll 10' li NOT RELEASED q u
di SHEET TITLE TASK/PHASE NUMBER DRAWN BY
GRAPHIC SCALE: 1' = 40' G&M OF NORTH CAROLINA, INC. 00005 M. CALDWELL
FOR CONSTRUCTION HORIZONTAL AL = FIRST CITIZENS BANK PLAZA o ~ 19697 ® PROJECT NUMBER DRAWING NUMBER
N 8° 12' ° = 128 SOUTH TRYON STREET, SUITE 1100 E Unless Signed & Dated as Approved 0 4 Z •°•.•F R,: v ; CHARLOTTE, NC 28202
•N61NE <v ¢ WEST OUTFACE PLAN & PROFILE
Q rn APPROVED: W %'s'y 0s'~ 704-752-4258 MAIN j~ C) scria~uae GRAPHIC SCALE: 1 = 4 0,, FC S. Cpv p~ 704-752-0271 FAX h
N VERiIGAL ~`rJnnnnu++''~ ~S WWW.ARCADIS-US.COM DATE: REV. ISSUED DATE DESCRIPTION 3 SEWER IMPROVEMENT EST OUTFALL CN4BE618.0000 are

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NT ' 9<< ~ l BELMO ~ ~ f - _ .J ~ i ~ i
ARY BORE ~ JACK 1o T°C°E° SANIT ~ / ~ ~ ~ ~ ~ OFF
210 LF - 36ff DIAMETER / S / /
ER MAIN ~ - ' ~ / SEW ~ 6 STEEL ENCASEMENT PIPE v r 5 r~ / i i' ~ i' ~ % / k~~/ jr, AFT ST
~ 0°532 THICKNESS) ~ a ~ _ = 09 of ~ a
IN CASE OF ~ - p9 - ~ _ r /
EMERGENCY p0 ~ ~ ~ I ; 1 / ° _ ~ /
k t ~ + f ; i 1 ~ t ~ ~ ~ 9 / CALL ` \ ; I , / ! _ OZ ~-t / ` 1 / l ~
704-825-5586 5 , j \ ~ ~ ~ , , ~ _ _ _ -
i ~ t• ~ ~ ~ \ \ V ~ ~A ~ ~t j i z \ ~ ~ . i~1/ \ / r,, ter,
: • \ i\\\-,. •,,,1\1 , I ~ RC K f ~ J f' r J®' P.E. is i ~ ~ I~~,,~ Q6~ ~ I
WER IDENTIFICATION ~ , ~ ~ ~ _.T- - i1~E . _ ~ ~ ~ ~ \ `i ~ '~9 r \ SE fo -
SIGN DETAIL ' ~ ~ , ` _ ~ ` _ ,~-aS1 _ _ ~ ~ NOT TO SCALE f 6 ~ ~ \ ~ s \ ~ ~ „ n ~ ! ~ , ~ 10' T.C.E.
~ s ~ . • SSMH-9 ~ '
~ ~ ~ ~ ~ ,I ~ ~ ~~i~ ~ ~tl ~ I ~ ~
\ 1 ~ 4 \
~ti RE EIkING ~ .r;-: - r%.-,,.. ~1,~ ~ ~ v \ 't ,
r- v / ,~--r y,~ E ~ ~ v ~ ; ~ ~ ~ ~ ~ (-/l'` i ~ ~ °o ~ ~ SSMH-10
~ ~ I~'' i / ~`V ~ o
6
\ ~ l~ ' r ' / I / r !%rr' J/ / ff 1 0 ' o E® 1 Il - :y:\- 1 ~ r` 11x0 LF ® 0 QIA ETER~~ ~ 'v i i ~ , i ~ ~ rn `~PLLlG EXIST. B" SEWER i ~~i ~ ~ J~,^~:, ` ~ ~i,,,,~"~/ { I , 'ti~' f~ ~~r ~lt ~t EXIST® MANHOLES
. / ~ / / f' - i EEL ENCA EDIT 10~E ~ \ 1 - .L/ , , „r ~ ~ ~ , ~'N (I~~ ~ M~. ~ `\i .AFTER ACTIVATION OF
- - - ' ~ r / / r - 0®312 THICKNESS ,
• , $WER 14ENTlFIC ION ~ ~1 / , ~ ~ f ~ ~ ~ ~ , r / ~ ~ ~ ~ NEW SEWER MAINS
f , .SIGN 0 POST t
; jj t` ~ 1~ 9 ~ r, -?~g e ~ t~ . ~
;r / ' ,r . _ t e`, t SSMH-29
I ` r' ill r i l l
~ ~I 1. Sig' i 1 i H a~ i ~ V a2SM(7 it' t 'I , , ~ ; ~ , CONC / • ~~-~~fl ~4~~~3~ REMOVE EXIST. SSMH
t , ~ ~ I I ~ ,,1 { t a~ B 2 ~ v , ,,t~ ' ~ ~ t ~ ! ~ / PIERS / f ..~--..26,66' ` a} CONNECT PLUM STREET ~ /
, t. A , ~,t I 1 / i / ~ ~ OUTFALL TO NEW SEWER
~,,i ~ ~e
TES F RAILROAD CROSSING ! ~ t! ; , tt, \ GENERAL NO _ , ,,1 . ~ ,~,1,, ~v . A\or , ~ ~ 1, FoR THrs ~o
~ ~ t .•~t\ ,j~: A\. ~,1t r ORFOLK ~ ~ ; ~ ~ 1RFMENTS" OF N ~ ; ; • t LLOW ALL REQU i , ~ ~ , SEWER PROFILE
1. CONTRACTOR SHAL , , .L ~ Sl ~ ~ \ t,\~ ,1 ,'A, ~ 9 CE-8 SP lCAT10NS. ~ ~ ' ; i,\ i!. • ~ ~ o ~ SSMH-B SEE SHEET B
SOUTHERN S NS \ \ ; ~ , ~ \ .A ~ \ S NOTE:
CROSSING BE 1NSTALLEA AND- ~~lNTA"1NED 1 ~ ~9 ~ 2. PIPE UNE AND / . ~ ~ , ~ o , , CONSTRUCT AND TEST PROPOSED l8"
IN ACCORDANCE W1TH LAST AP OVED AMERICAN R L~'WAY- > > , ,~1~,~ TBM #2 , ; S /TAY SEWER BETWEEN EXISTING
~ ~,I CAPPED REBAR i:~ A HOLE AT STA 0+00 AND SSMH-9
SPECIFICATIONS FOR PIPELINES C VEYING FLAMMABLE AND ~ ; 'I ELEV. = 628.35 B TO REPLACING PLUM STREET
NON-FLAMMABLE SUBSTANCES. ~ OUTFALL SEWER BETWEEN SSMH-9 AND
3. BLASTING NOT PERMITTED 1N THE RFOLK SOUTHERN S -22
RIGHT-Of-WAY.
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/ , A' / , / l ~ \ 1, CONSTRUCT AND TEST PROPOSED 18"
°J ~ ~ \ SANITARY SEWER 9ETWEEN THE EXISTING MANHOLE
/ / / / ' FlO / ~ / --..QD~j~ e - . l ' \ . T STA 0+40 AND SSMH 13 PRIOR TO REPLACING
/ ~ ~ ~ ~ w,, 3 ~ ~ aoa~ . HOPE STREET OUTFALL SEWER BETWEEN SSMH-13
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= G&M OF NORTH CAROLINA, INC. a GRAPHIC SCALE 1" = 40' PLUM STREET OUTFALL 00005 M. CAMEL
HORIZONTAL t SEAL. ? z ® HOPE STREET OUTFALL PROJECT NUMBER DRAWING NUMBER
FOR CONSTRUCTION FIRST CITIZENS BANK PLAZA E ? 0 4' 8' 12° a v ; CHARLOTTE, NC 28202
Unless Signed & Dated as Approved 19697 128 SOUTH TRYON STREET, SUITE 1100 WEST OUTFALL FAITH STREET OUTFALL ®
APPROVED: 2 k529/09 SC F`...... • R E
°v 704-752-4258 MAIN c REV. ALIGNMENT SSIAH-16 TO SSMH-33 y p rn ~i qF a c~ SIGNATURE MSC GRAPHIC SCALE: 1 = 4 /ip c S. CN 704-752-0271 FAX 1~ ~'~innum ti~'WWW.ARCADIS-US.COM 4 fi SEWER IMPROVEMENTS BLMONT HOUSING U
~ DATE: REV. ISSUED DATE DESCRIPTION VERTICAL

~ ~ ~ . ~
~ ,
i 0 0 SOILS LEGEND
E DA ATC NEL5 0 El TA' L Cf8 Cecli-Urban Iced complex, 2 to 8 percent slopes DENUDED LIMITS ~,~,~~,J
I R R OlST /G CH NNE , D MOVED Ga82 Gaston sandy clay loam, 2 to 8 percent slopes, eroded GaD2 Gaston sandy clay loam, 8 to 15 percent slopes, eroded SILT FENCE w/
E L/NED HA Nf ! FU CT! Nl Hub Helena-Urban land complex, 1 to 6 percent slopes
G D ~ PaE Pacolet sandy loam, 15 to 25 percent slopes STONE DRAIN Ur Urban land
~Og t VaD Vance sandy loam, 6 to 15 percent slopes C®C®NUT FI9ER
. _ ~ .K~~ ,s ~
~~g I DITCH Ll/NG j
TEMPORARY GRAVEL
- ~ CONSTRUCTION ENTRANCE
~ i NOTE: I PROJECT LIMITS ARE APPROXIMATELY LOCATED BETWEEN RIP RAP CHANNEL °o°o°o°o°o°o°o°
N35'13859.0546p LAT W81ro1~15.5521 p LONG & LINING °o°o°o°o°o°o°o°
N35°14 24.5968 LAT W61'0151.2468 LONG
AP .I Y
~ ~ PROPOSED SAN/TAY
/ C K M _ ~tiN SEWER
A 4 ~ PAL) ~ s~ HARDWARE CLOTH do GRAVEL
~ ~ ~ ~ I ~ ~ ~ INLET PROTECTION
C''y~ I ~ Y ~ \ ~ \ Q j, ~ CHECK DAM
EMPQRARY GRAVEL '~qTC ROCK INLET SEDIMENT TRAP
CONSTRUCTION ENTRAN SFF y (iN
~ y1 / \ S (APPOX. 900 SY) yFFT , I
7' ° 1~ ~ Sips`, r ® ~ ® a~g ~ ~ i
e \ t ~ ~
1 y~ ,S. i a
/ _ ~ R T a ~ ~ ~ \ ~ !!9!x°2 5
/ ~ 5 / ~ \
1 ~ e 15° TCP
~ ~ e~ / ~ ~ \ nss y ~`1/ CHANNEL LINING 130TTOM SIDE CHANNEL
~ ti~ SS H f I STEE BEN S ENT !PE _ ~ ~ ~ y~-~' ~ Q~~ MATERIAL SLOPES DEPTH
~ i I 1 U lNSTALL~D Y e ~
/ 8^5 1 1~ \ e i ~ 90RE-~~°JA KT ~~0qo ! 1 Ct. 2 R1P RAP f 3:1 2' ~(J~
i 1 ~ I I ~ ""y " ~ 2 CL. 2 RIP RAP 0' 5: i Z'
A BARE LOTH dr GRAVEL ~ ~ ~ ,rC 1 ~ \ ~ ~ 3 CL. 2 R/P RAP 20' 3:1 2'
! TCTlON , ~ I ~ ~ ~ _ I
\ ~ 1 S H® e ~ ~ it ~ COCONUT FIBER 2 3:1 2
I ~ ~ \ 1 I oog ~ ~ STE ~ ENV ~ ~ NT PIPE 3 COCONUT FI®ER 0' 3:1 3'
/ ~
~ ~ p ~ ®0 &~JAC O 6 COCONUT F1RER 0' 3: i i'
1 ~ ~ I 1 COC UT FIRER i ~ i ~ \ t I ANNL L!/G ~ 0 ~ ,0~ / ~~l ! ~ g ~ e ~ , ~ ~ ~ / 7 COCONUT FI®ER 0 3.1 1.5
I ~ 0~
~ ~ \ ` I APPROX° ~ ~ \ ~ 1 I
N Ll~ITS \ i eo o i
~ \ ~ ~ ~ YPlCAL ~ ~ 1 i
~ ~ e ~ ~ ~ ~ S'j CHANNEL LINING F, ;:~A'~ y~\%~ ~ ~f , / \~fi; OF AS SPECIFIED Q~ i ,
~ ~ ~ 1 _ _ , f / ~ DEPTH S~Op
~ ~ ~ \ ~
TE POR RY GRAV X ~
~ , CC CONST UCTION NTRANCE~~ ~
~ ~ ~ ~ , A (APP OX. 15 SY~ / ~ ~r''i ~ ~ BOTTOM
~ ~ ~ ~ ~ i ~ ~ WIDTH
f\ \ ~ \ \ v?~ / \ f \ ~ ~ ~
~ ~ ~~'J j ~ DITCH CROSS SECTION ~ t.~ ~
~ / \ / \ \ / ~ \
~ U ~ ~ ~ nos ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ P ~ I
~ \ 0 ~ ~ CHANNEL RELPACEMENT ~
UO m} NO SCALE
..g U
yYAI o li
a~ ~o GENERAL
~T EROSION CONTROL NOTES . NOTES CONSTRUCTION SEQUENCE
1. SEDIMENT CONTROL SHALL MEET THE PERFORMANCE STANDARDS OF THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL 1. EXPOSED SLOPES DISTURBED DURING CONSIRUCTION SHALL BE STABILIZED WITH ACT OF 1973. 30 CAU:NDAR DAYS FOLLOWING COMPLETION ~ ANY PHASE OF GRADING QR EXI STABILIZED WITH GROUND COVER WITHIN 15 WORKING DAYS OR GRADING OR EXCAVATION, PERMANENT GROUND COVER FOR 9. INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, INLET PROTECTION, STREAM CROSSING, AND CHECK DAMS AS SHOWN ON THE
ALL DISTURBED AREAS WITHIN 95 WORKING DAYS OR 90 CALENDAR DAYS (WHICF AR DAYS (WHICHEVER IS SHORTER) FOLLO~MNG COMPLETION OF APPROVED PLAN. CLEAR ONLY AS REQUIRED TO INSTALL THESE DEVICES.
2. ANY LAND-DISTURBING ACTIVITY MUST MEET THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL CONSTRUCTION. HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION. ALL EROSION CONTROL MEASURES SMALL BE CONSTRUCTED IN 2. BEGIN CLEARING AND GRUBBING. STOCKPILE TOPSOIL AND SUITABLE FILL MATERIAL. INSTALL SILT FENCE AROUND STOCKPILE
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND 1HE PROJECT 2. NCDENR SHALL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHOD )F THE METHOD USED FOR THE OVERALL EFFECTIVENESS OF AREAS. DISPOSE OF UNSUITABLE SOILS ANO ALL OTHER WASTE MATERIALS OFF-SITE IN A LEGAL MANNER.
PLANS AND SPEgFICATIONS. THE EROSION CONTROL PROGRAM. AN APPROVED EROSION AND SEDIMENT CONT APPROVING AUTHORITY IF ON-SITE INSPECTION INDICATES THAT THE APPROVED I SEDIMENT CONTROL PLAN MAY BE AMENDED BY THE IHE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN 3. BEGIN CONSTRUCTION AND INSTALLATION OF SANITARY SEWER SYSTEM.
3. THE ANGLE FOR GRADED SLOPES AND FlLLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE CONTROLLING EROSION AND SEDIMENTATION OR IF THE APPROVED PLAN CANNOT PLAN CANNOT BE CARRIED OUT.
COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR 3. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL U11U11ES PRIOF 4. BACKFILL AND ESTABLISH FINISHED GRADE IMMEDIATELY AFTER PIPES HAVE BEEN INSTALLED. UT1LITlES PRIOR TO BEGINNING CONSTRUCTION. 5. INSTALL CHANNEL LININGS UPON ESTABLISHING FINISHED GRADE.
PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RETAIN EROSION.
4. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" 1-600-632-49a 1-800-632-4949 48 HOURS BEFORE BEGINNING ANY 6. AREAS TO BE LEFT DORMANT FOR LONGER THAN 21 CALENDAR DAYS SHALL BE TEMPORARILY STABILIZED WITHIN SEVEN DAYS.
EXCAVATION OR UTILITY WORK.
m EROSION CONTROL NARRATIVE 5. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED SO THAT S INED SO THAT SEDIMENT-CARRYING RUNOFF FROM THE SITE 7• CONTRACTOR TO CONDUCT A WEEKLY SITE INSPEC110N AND AFTER EACH RAINFALL EVENT TO DETERMINE WIiICH AREAS CAN BE TEMPORARILY OR PERMANENTLY SEEDED, WHICH DEVICES NEED MAINTENANCE, REPAIR, ETC. AND TO ENSURE THAT THE
~ V~LL NOT ENTER STORM DRAINAGE FACILITIES. EROSION CONTROL MEASURES ARE PERFORMING ADEQUATELY. PERFORM ANY NECESSARY MAINTENANCE.
~ THE GOAL OF THIS PROJECT IS TO INCREA 6. PROPERTIES AND RIGHT-OF-WAY ADJOINING THE WORK AREAS SHALL BE KEPT SE SANITARY SEWER CAPACITY FOR THE WEST SIDE OF BEIMONT. AS BELMONT IS SHALL BE KEPT CLEAN OF MUD OR SILT CARRIED FROM THE 8. MAINTAIN DITCHES, INLET PROTECTION AND SILT FENCE UNTIL SITE IS COMPLETELY STABILIZED.
W DEVELOPED AND RE-DEVELOPED, INCREASED SEWER CAPAgTY IS REQUIRED TO CARRY THE ADDITIONAL SEWAGE FLOWS. SITE BY VEHICULAR TRAFFC OR RUNOFF.
W 7. ALL CONSTRUCTION TRAFFIC SHAD. ENTER AND EXIT WORK AREAS VIA CONSTRL AS VIA CONSTRUC110N ENTRANCES. 9. FERTILIZE, SEED AND MULCH ALL PERVIOUS AREAS IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS IN THE PROJECT
a THE PROPOSED SANITARY SEWER WILL PARALLEL AN EXISTING SEWER. MUCH OF THE EXISTING SEWER WILL BE KEPT IN SERVICE m UPON ACTIVATION OF THE NEW SEWER TO HELP CARRY EXCESS FLOWS DURING PEAK TIMES AND DURING MAINTENANCE AND 8. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SII MANUAL.
z ~ REPAIR OF THE NEW SEWER. ERODE INTO THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL J HE UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO 10. WHEN VEGETATION HAS BECOME ESTABLISHED, REMOVE ANY SILT FENCES, CHECK DAMS, INLET PROTEC110N, ETC., AND :MOVAL OF ALL EROSION CONTROL DEVICES ARE THE RE-GRADE AND SEED OR STABILIZE ANY RESULTING BARE AREAS.
m RESPONSIBILITY OF CONTRACTOR UNLESS OTHERINSE NOTED. j THE PROPOSED CONSTRUC110N AREA CONSISTS OF VARIOUS GROUND COVER INCLUDING RELATIVELY DENSE WOODS, MOWED LAWNS,
o BRUSHY SEINER LINE EASEMENTS ANO A BASEBALL FIElO. THE TERRAIN VARIES FROM RELATIVELY FLAT ACROSS THE BASEBALL 9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSIOn 41N ALL EROSION CONTROL DEVICES AND STRUCTURES TO
FIELD AND LAWNS TO GENTLY ROLLING ALONG THE EXISTING SEWER EASEMENT. THE SEWER ALIGNMENT GENERALLY FOLLOWS A MINIMIZE EROSION. ~ CREEK THAT FLOWS SOUTHEASTERLY AND DRAINS TO THE CATAWBA RIVER.
10. FOR ALL BORE PITE CONTRACTOR IS TO SMOOTH OUT EXCAVATED MATERIAL P TED MATERIAL PILES AT DAY'S END. PILES OF EXCAVATED SEEDBED PREPARATION NOTES
g APPROXIMATELY 4.6 ACRES YELL BE DISTURBED AT THIS TIME. THE PROJECT'S CONTRACTOR WILL BE REQUIRED TO CONSTRUCT MATERIAL SHOULD BED PLACED VATHIN AREAS BOUNDED BY APPROPRIATE EROSI01 THE GENERAL IMPROVEMENTS WITHIN THE EXISTING AND PROPOSED EASEMENTS AS REQUIRED BY THE PLANS. STORAGE AREA 8E NEEDED FOR EXCAVATION, THE CONTRACTOR SHALL PROVIDE DPRIATE EROSION CONTROL MEASURES. SHOULD ADDITIONAL
m NEEDED TO ADEQUATELY RETAIN SEDIMENT-LADEN RUNOFF. SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
z THE FOLLOWING EROSION CONTROL DEVICES ARE PROPOSED TO 8E INSTALLED ON THIS PROJECT: TEMPORARY GRAVEL
o ~ CONSTRUC110N ENTRANCES, SILT FENCE WITH STONE DRAINS, HARDWARE CLOTH & GRAVEL INLET PROTECTION, giECK DAMS, DITCH 19. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IF THE PROPOSED LINING, TEMPORARY CREEK CROSSING (FORD), AND SEEDING AND MULCHING. N ~ THE PROPOSED MEASURED CANNOT FUNCTION AS INTENDED. 2. AREAS TO BE SEEDED SHALL 8E RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP.
12. MODIFlCATION TO THE EROSION CONTROL PERMIT MAY BE NECESSARY IF ANY Y SSARYIF ANY WORK IS DONE OUTSIDE OF THE DISTURBED 3. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE
~ ~ LIMITS. NOTIFY ENGINEER PRIOR TO ANY LAND-DISTURBING ACTIVITY OUTSIDE Of VITY OUTSIDE OF THE DISTURBED LIMITS SO MODIFICATIONS TO WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FlNAL SEEDBED PREPARATION, AT FINISHED GRADES
? THE PERMIT CAN 8E APPROVED BY NCDENR AS SOON AS POSSIBLE. ~o I~' SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR FURROW SLOPES STEEPER THAN 3:1.
~z
m m oa 5. IF NO SOIL TEST IS TAKEN, FERTILIZE AND LIME ACCORDING TO SEEDING SPECIFlCATIONS.
6. IF SOIL TEST IS TAKEN PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT.
7. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION.
L KEYPLAN SEAL SEAL ~i ~~u~uni~rtp . PROJECT MANAGER DEPARTMENT MANAGER LEAD DESIGN PROF. CHECKED BY a
_ ~N SRO ~ ~ D. KACHi~RSKY D. KACHMARSKY M. C,4tDWELI D. 0(~CHMAftSKY ' ~ , f i
Q y
® ~ r, SHEEP TITLE TASK/PHASE NUMBER DRAWN BY
~ G&M OF NORTH CAROLINA, INC. a FIRST CITIZENS BANK PLAZA X005 M. CALDWELL
. . „ 2 5/11/09 PER LQS COId11ENTS ~nen~ °
CD unPess sPgnea uatea as Hpprovea M5G GRAPHIC SCALE 1' = 60" r 10°~' m 128 SOUTH TRYON STREET, SUIlE 1100 0 = 5,F e 1?r PROJECT NUMBER DRAWING NUMBER
o a, MSC HORIZONTAL v CHARLOTTE, NC 28202 N rn APPROVED: 1 4/20/09 PER LOS COMMENTS r? <'GJNEE.° W
Cl slcncaruRE MSC y 704-752-4258 MAIN N ~0e ~F~ p.\P h WEST OUTFALL EROSION CONTROL CN4EE616e0000
,,1! C 704-752-0271 FAX DATE: lIIPPi111N4~ qs REV. ISSUED DATE DESCRIPTION WWW.ARCADIS-US.COM ham= 9
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INSTALLED PRIOR TO DISTURBING
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L KEYPIAN SEAL PROJECT MANAGER DEPARTMENT MANAGER LEAD DESIGN PROF. CHECKED BY
~ eNenmurylj eepeunuglgr ~ N eeee /p~ ``ee ~I i ~ j D. KACHMARSKY D. KACHi~ARSKY M. C,4LLDWELL D. K~CH~RSKY
~ qN CAROB % \o` ® SHEEf TITLE TASK/PHASE NUMBER DRAWN BY
3 too' k9°,. ~o - _ - - _ _ • _ _ - - . O 6O _ --120 : Q ! t ~ s GFiful OF NORTH CAROLINA. INC. ~
005 M. CALDWELL
E FOR CONSTRUCTION = SEAL SEAL FIRST CITIZENS BANK PLAZA PRL
128 SOUTH TRYON STREET, SUITE 1100 e N E Unless Signed & Dated as Approved GRAPHIC SCALE: 1° = 60' 15031 = 19697 PROJECT NUMBER DRAWING NUMBER 9 l _
Z HORIZONTAL CHARLOTTE, NC 28202 'D MSC ~ e`,• ,e ~ °••,c,i L'o,. v
N rn APPROVED: 1 4I20 09 PER LQS COMMENTS F •.,G1NE' . D~e• s,y Oh .®GINE,. y~Vv,e 704-752-4258 MAIN i e ee EROSION IMPROVEMENTS cev SEWER
¢ C) SIGNATURE M~ 44 'eee 4, eee N ~ie4 0 E. HP eee eC S. CP 704-752-0271 FAX
DATE: ~hrli~mm~~~~ REV. ISSUED DATE DESCRIPTION '1111111111% 0 0 WM"PW.!;4°°y,01S-US.COM 1 44

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A 1.5' MIN. (TYP.)
9" MIN.
111x1 ~ o°o \ V / /i./ r\//~ ooooo°ooo 0000000
oooooooo 00000 o 000 0 0
NOTES FILTER FABRIC WASHED STONE
A
1, PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY ,.a _
APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A EL TIO
6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12 OF BLANKET EXTENDED o ° 000°0000 0
BEYOND THE UP-SLOPE PORTION OF TRENCH ANCHOR THE BLANKET WITH A STAPLES STAKES APPROXIMATELY 12 APART IN THE BOTTOM OF THE 12" OF NCDOT #5 OR #57 ROW OF / H AFTER STAPLING. APPLY o °0 0 0 0° o o°0 0
TRENCH. BACKFILL AND COMPACT THE TRENC " K~, WASHED STONE °o°o°o°0 0 0 ~o o° 12' WIDE ~ o°o°o°o°o°°°°°q°°o°
SEED TO COMPACTED SOIL AND FOLD REMAINING 12 PORTION OF ELAN CLASS B RIP RAP CK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED 1.5' BA o °ooo°ooooo00oooo~booo oaoo TRAVEL PATH
SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY ACROSS THE 0 0°0°0°0°0°0 0
WIDTH OF THE BLANKET. OF 2 24" MAX, 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM FILTER FABRIC 1(~ ~ CENTER STREAM BANK ° ° ° ° ° ° 0 0 0 ° o WASHED STONE
CHANNEL. STYLE WITH A °0
4. PLACE CONSECUTNE BLANKETS END OVER END (SHINGLE ) " o " TO 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4 APART 4' TO 6'~ 4 I~
AND 4" ON CENTER TO SECURE BLANKETS. SLOPES MUST BE 000 0o TOP BANK
5. FULL LENGTH EDGE OF BLANKETS AT THE TOP OF SIDE " IN A CHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12 APART SECTION A-A AN ~ IDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER RIP RAP o~0 0 0 0 0 0 0 0°0 ~ ~1
6 DEEP X 6 W
STAPLING. DJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" TO 5" AND 6.A RIP RAP
STAPLED.
7. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF Y 12" APART IN A 6 DEEP X 6 WIDE CHECK DAM STAPLES/STAKES APPROXIMATEL H AFTER STAPLING.
TRENCH. BACKFILL AND COMPACT THE TRENC NO SCALE NOTES: _
1. TEMPORARY RIP RAP BRIDGE TO BE INSTALLED AT LOCATION(S) LISTED IN TABLE BELOW.
2. THE RIP RAP BRIDGE SHALL BE REMOVED UPON
COMPLETION OF CONSTRUCTION. ALL DISTURBED
AREAS WITHIN THE CHANNEL SHALL BE PROTECTED slzE PIPE (FOR 2 YEAR DESIGN sTORM)
NOTES• WITH FILTER FABRIC.
---5" MAX. CENTER 3. CONTRACTOR SHALL INSPECT AND REPAIR ANY SEE TABLE BELOW FOR SIZE AND NUMBER OF PIPES ~ of 2'-0". DAMAGE TO BRIDGE AFTER RAINFALL EVENTS.
1. POSTS TO BE BURIED A MINIMUM OF 2'-0".
2. INSTALL SILT FENCE AS SHOWN IN SILT FENCE IN SILT FENCE DETAIL. REPLACEMENT AND REPAIR OF CROSSING SHALL BE INCLUDED IN THE PRICE OF THE CREEK CROSSING.
2', TYP.
SIDE SLOPES 12 SIDE SLOPES 12" 6" SHEET ~ STATION MIN. PIPE DIAMETER NUMBER OF
1:1 MAX.) (1:1 MAX.) (INCHES) PIPES
( 6" W 8 1+30 24 4
0 0 0 0 0 0 0 0°0°0°0°0°0°0°0°0 1 1
S ROLL OUT STRIPS OF MATTING/NETTING PARALLEL TO THE °o°o°o°o°o°o°o° o°o°o°oooooooo°o°0 0 1 1 IN CHANNEL, o oooooooo AND OVER THE PROTECTIVE MULCH o o°o°o°o°o°o°o°o°o°0 0 0 0 0 0 0 0 0 0 0 ~0 FLOW
DIRECTION OF FLOW 12 MIN. °ooo°ooo°o°ooo°o°o°oo oo°o°ooooo000000°0°oooooooo°o o0 0000000000 00000000000000 ° 18 MAX. 0000 °o°o°o°o°o°o°o°o°o°oooooooo°o°o°o°o°o°o°o°o°o°ooooo °o°0 0 Q
0 0000 0°00000°0000000000°0 D 0 0 0 0 0 0 0 0 0 0 0 0 nooooo00000000000000000000 ~ L / / i ,

S A CLASS A CIAS RIP RAP TEMPORARY RIP RAP DIDE
RIP RAP III #57 WASHED STONE NO SCALE
Iql III~I
III. O ~Iln ~ ~ \ IIII
IIII~ Lill 4"-s" ovERLAP~ ANCHOR MATTING~NETTING qll~ CROSS S C -C "I®
JOIN STRIPS BY ANCHORING IN A 6" TRENCH
AND OVERLAPPING
LNG PLACE ENT MATTING
NO SCALE
STONE DRAIN 8' MAX.
NO SCALE
MIDDLE AND VERTICAL WIRES SHALL BE 12-1/2 GAUGE MIN.
0 0
U y.,r- 0]
GENERAL NOTES: ~w
w, #5 OR #57 1. CONSTRUCT INLET PROTECTION SUCH THAT BYPASS FLOW W BYPASS FLOW WILL NOT OCCUR.
_ WASHED STONE o~ aF OTES: 2, INSPECT AFTER EACH RAINFALL EVENT AND REPAIR AS NEEI REPAIR AS NEEDED. TOP AND BOTTOM STRAND
N SHALL BE 10 GAUGE MIN.
o OFRAIL ROAD BALLAST STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER Y REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITAB ~ 1. A STABILIZED ENTRANCE PAD 3. AN fED IN A SUITABLE AREA AND IN SUCH A
U~ OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. MANNER THAT IT WILL NOT ERODE.
USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. HARDWARE CLOTH 2. FILTER FABRIC SHALL BE 4. INLET PROTECTION MAY BE REMOVED AND THE AREA STA THE AREA STABILIZED WHEN THE DRAINAGE
D IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT BASIN HAS BEEN PROPERLY STABILIZED. 3. THE ENTRANCE SHALL BE MAINTAINE HIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. T EASURES USED TO TRAP SEDIMENT. NT AND REPAIR OR CLEANOUT OF ANY M 00000000 oooU vt'0oo STONE AS CONDITIONS WARRA
IMMEDIATELY. "'0 0~0 ~~"~~~`o o` X000 OPPED WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED o0~ WIRE FILTER FABRIC
4. ANY SEDIMENT SPILLED, DR c~,. r SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN a`'~ 0~ i
TE WHEELS MUST BE CLEANED TO REMOVE A o 0 A 5. WHEN APPROPRIA ONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN o e>°r WASHING IS REQUIRED, IT SHALL BED
3 0 v ~ APPROVED SEDIMENT BASIN. 00~
~ ~ } ~ 4' MAX. NOTES:
J 0° ~~Y 1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES FILTER FABRIC
Q °b ~ ° Q WITH 12" STAY SPACING.
o IN PLANS LENGTH AS SHOWN 19-GAUGE HARDWARE CLOTH 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN (1/4 MESH OPENINGS) WIDTH AND SHALL BE FASTENED ADEQUATELY TO COMPACTED FILL
~ PUBLIC STREET ;a~o~.}~~~yot~c~0c}~a0t}0u0U0o0 z n 0 0 0 0 cr,- o 0 0 0 ~3 a THE WIRE AS DIRECTED BY THE ENGINEER. 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND
9' #5 OR X57 BE OF THE SELF-FASTENER ANGLE STEEL TYPE.
~ N _ , EXISTING GROUND' WASHED STONE
o SOIL STABILIZATION FABRIC ` UNDER RNLROAD BALLAST STONE ~
N BASIN CATCH 3 - -I I ~-III ooo°o III-III- I I-III-_ -III ICI -ooo rl--_-=
I PLAN VIEW N 100' MIN. III=III, II 100000 (!=I I II i II I I I II I I I I II ~
0 0 ~I I I-III- o°ooo ~I I °~o~°
o Eo
STEEL POST - 2'-0" DEPTH ~I
w F" ~m ~ pu A"
Iz Z U U ~ J i~ •i
m ~ T" u i i oN o ~ ~ I I I I~-~I-
` E D_
Q m _ _ _ - - SECTION A-A ~ EXTENSION OF FABRIC AND WIRE INTO TRENCH
a N Z J
C~
SILT FENCE DETAIL
~ L PROTECTION T G VL I 1= HARDWARE L ® NO SCALE
Z NTRANCE DETAIL CONSTRUCTION E MPORARY GRAVEL NO SCALE
TE ~r
o ~ NO SCALE
t PROJECT MANAGER DEPARTMENT MANAGER LEAD DESIGN PROF. GDECKACH SKY ~
U H
N g~ SEAL uulnu~u ~ KEYPLAN a,,~~ D. KACHMARSKY D, KACHMARSKY M. CALDWELL
SHEET TITLE TASK/PHASE NUMBER DRAWN BY
I~ I A I A I ~ ®I f ®6 ,!I \ f1~' ~.e00000~p~ I~I _ a, ~ nnnn5 M. CALDWEII
-mm ® so 7 a r® w
"AlL PROJECT NUMBER DRAWING NUMBER
NOT RELEASED Xe W. o ° a G&M OF NORTH CAROLINA, INC. E SEAL FIRST CITIZENS BANK PLAZA 1(w 11 EROSION
FOR CONSTRUCTION 19697 Unless a 128 SOUTH TRYON STREET, SUITE 1100 E E /
E a v c CHARLOTTE, N C 28202 o Signed & Dated as Approved -752-4258 MAIN a~ ~ 0(, NGINE. ~j ® WEST OUTFALL CONTROL CN4BE618.0000
Z MSC ee ee,e CP ~a~ 704 752-0271 FAX o 4/20/09 PER LOS COMMENTS MSC SEWER IMPROVEMENTS AILS
a o APPROVED: 1 Slcw+ruRE //ni$ S 704 +i+i++++++'' WWW ARCADIS-US.COM
0 4®04
N DATE: ,°eee® REV. U ISSUED DATE DESCRIPTION

2'-0"0 2'-D" ~ MANHOLE FRAME AND COVER (ANCHOR BOLT TO CONE TOP "O» -RING
EXCEPT IN PAVED LOCATIONS) MANHOLE PRECAST CONC.
• • • MANHOLE BOTTOM SLAB SCHEDULE - FRAME AND _ ECCENTRIC CONE TOP _ COVER i "f
- _ _ _ - i • - - MARK DIAM. MIN. T MIN. E MIN. As (each way) . / ~
~ " o ^ U 4'-0" 8" 4" 0.12 SQ.IN. FT. PRECAST CONC. GRADE RINGS / ' \
"0" -RING / "0" - RIN GASKET 5'-0" 8" 6" 0.12 SQ.IN./FT. o (PAVED LOCATIONS ONLY) ~ \ ~
GASKET (TYPICAL) 6'-0" 8" 6" 0.17 SQ.IN. FT. TYPICAL /
( ) , „ „ „ DIAMETER DIAMETER 7 -0 10 8 0.17 SQ.IN./FT. ~ A II ~ A
8'-0" 10" 10" 0.21 SQ.IN./FT. »0» -RING PRECAST ~ i' ~
9'-0" 12" 12" 0.21 SQ.IN./FT. L`ONC. ECCENTRIC CONE TOP ~ ~ / (NO PIPE PENETRATION \ / /
SECTION SECTION NOTE: PLACE BOTTOM SLAB STEEL REfNFORCEMENT - - - - - - - - ALLOWED IN TOP) \ ~ ~
CAST I PLACE IN TOP OF SLAB WITH 1 1/2" CONCRETE COVER. PRECAST \ / ~ ~
TOP SLAB
TOP SLAB D
M.H.
2'-D" 0 ~ DIAMETER srEPS, PLAN ® i 6'
~ ti
w 3
MANHOLE TOPS` SLAB SCHEDULE - - ~ . ~ As : o ~ a: o ~ w
" " R SIZE ~ ~ MARK DIAMETER MIN. T REINF. BA ~ ~ • ~ ~ t z z e
4 0 # ~ o CONC.
, „ „ I ~ a 5 -0 8 # 5 ~ FILL . ~ d „ co v
6-0 8 # 5 „ 5 DIAMETER , o . PRECAST C0 w 4'-0"~ 0 -RING PRECAST CONCRETE RISER SECTION PRECAST CONCRETE Q "0" -RING PRECAST
7 -0 8 # L - . 'o RISER SECTif RISER SECTION ~ CONCRETE RISER
8'-0" 10" # 5 „ EXTEND RISER SECTION
9 -0 10 # 6 SECTION REINFORCING SEAM TAPE C SEAM TAPE ON OUTSIDE OF MANHOLE JOINT MANHOLE
INTO SLAB OF MANHOLE IF DISTANCE FROM TOP OF FRAME TO TOP OF PIPE STEPS ~
> CAST IN PLACE - - - PENETRATION IS GREATER THAN 4 -4 , A PRECAST CONCRETE SECTION
ECCENTRIC CONE TOP MUST BE USED. TOP SLAB ' FLEXIBLE PLASTIC .vns... ~ a
MONOLITHIC BOTTOM SLAB GASKET MATERIAL , ~ ~ RESILIENT CONNECTOR A ~ A
AND BOTTOM RISER 3 w o Z
BOTTOM BARS J
a ~ ~ 'a MANHOLE BOTTOM SLAB TO BE
2 BARS BASE RISER SECTION WITH ITEGAL FLOOR s CAST MONOLITHICALLY WITH FIRST
1 BOTTOM 1 - ro O SLAB DETAIL TYPICAL MANHOLE RISER JOINT ~ ~ ~ MHEBOTTOMO BFOSCHEDUL) SEE
BOTTOM B,4RS MANHOLE BOTT 'Z JOINT DETAIL RESILIENT CONNECTOR
/ ®5" % (2 WAYS) „ _ „ 3 4" = 1'-0" ~ 3/8 1 0 / „
i\
ti ~ CONC.
~ 1 BOTTOM BAR FILL 3" LAYER #67 COARSE AGGREGATE MATERIAL SECTIONAL PLAN
1 -BOTTOM ~ (4 SIDES)
BAR (TYP.
2 SIDES OF OPENING) A
3 -BOTTOM BARS ®3" c/
(TYP. 3 SIDES OF OPENING
PLAN PLAN "o" -RING PRECAST MANHOLE DETAILS
RESILIENT CONCRETE RISER SECTION 9 CONNECTOR
CENTER MANHOLE FRAME NOTE: "0"-RING PRECAST CONC. SECTIONS AND RESILIENT
CONNECTORS ARE TO BE USED UNLESS OTHERWISE SPECIFIED,
FLAT TOP SLAB DETAILS AND COVER OVER STEPS MANHOLE TYPICAL ( )
~ MANHOLE STEP -INSTALL AT LOCATION ' LOCATION
& APPROXIMATE HEIGHT AS REQUIRED TO HOLD SHEAR GATE HANDLE/HOOKS ?EQUIRED E/HOOKS
IN OPEN AND CLOSED POSITIONS. ONS.
1 \
" ~0~ SHEAR GATE STANDARD 6 -0 DIA. 9 r
" MANHOLE w FLAT TOP^~~~~-----'' S " PROPOSED 18" DIP, 0 -RING PRECAST /
CONCRETE RISER SECTION g23 AS REQUIRED PE x FLG ~ ~9' MANHOLE
MANHOLE STEP -INSTALL AT LOCATION FRAME AND COVER
MANHOLE & APPROXIMATE HEIGHT AS REQUIRED
OLE STEPS 70 HOLD SHEAR GATE HANDLE/HOOKS A MANH ~ IN OPEN AND CLOSED POSITIONS. MANHOLE ~ ~ TOP SLAB
o FRAME AND / ~ ~wn.® RESILIENT CLASS ]t
~N COVER / ~ E CONNECTOR m 6 ~ ~ A A RESILIENT MANHOLE CONC, FRAME AND TEE
~ \ ~ p CONNECTOR COVER
N A ~ A PROPOSED 12" DIP, ~ , , ~ INFLUENT PIPE
o~ AS REQUIRED PE x FLG SHEAR GATE aio
~ \ o . / /
o ~ ~ ~ ~ T A -I _ J II A
7p of ~ ~ ~ ~ / RESILIENT CONNECTOR 11 ~
~ _ _ _ _ _ _ _ _ CLASS ~ coNC. ~
~
SECTIO AL PLAN
PLAN "0" -RING TEE ~ \ ~ i
SECTIONAL PLAN PRECAST CONCRETE
RISER SECTION V
a MANHOLE FRAME AND COVER ro (ANCHOR BOLT TO CONE TOP PLAN
~ PRECAST CONC. EXCEPT IN PAVED COCATiONS)
~ GRADE RINGS
~ (PAVED LOCATIONS ONLY) MANHOLE TOP SLAB DROP PIPE
(FOR MIN. "f" SEE M.H, FLAT v ~ INFL. PIPE CLASS -IC (DOWN)
~ TOP SLAB SCHEDULE) M.H. ~ STEPS CONC.
~ ~ DROP PIPE TO BE TWO co
0 70P OF BENCH EQUALS TOP ~ - - - - - - - 0 -RING PRECAST ! OF PROPOSED 18" SEWER SIZES SMALLER TNAN v
o CONCRETE RISER SECTION o DIAMETER d PROPOSED 18" EFFLUENT THE MAIN SEWER, BUT
iu PROPOSED 18" 3 0 ~ p M.H. RESILIENT CONNECTOR INFLUENT PIPE PIPE UEN7 NO LESS THAN 8" DIA. - A • A
i I ~a STEPS
~Z `D ~ ? w w
o ~ pd E~ '1°' MANHOLE BOTTOM SLAB TO BE
~ ~ V • a CAST MONOLITHICALLY WITH FIRST 1 C 5/8»~X 9" HOOK BOLTS ~ Z WW®/2EX6AN~10 ~C HEILDS RECASRING 6„ ~ ~
m ~ RISER SECTION (FOR MIN. "T" SEE CONCRETE MIN.
i z MH BOTTOM SLAB SCHEDULE) ~ j - - (T ~r~" - a • RISER SECTION
°o c / MANHOLE BOTTOM SLAB TO BE d p' HOOK BOLTS
N O ~ E CAST MONOLITHICALLY WITH FIRST CONC. RISER SECTION (FOR MIN. T' SEE / / • 0 90' ELBOW ® 2'-6» f C/C • o ,
~ m FILL 3" LAYER x{67 COARSE MH BOTTOM SLAB SCHEDULE
~ ATERIAL ) ~ AGGREGATE M z 3" LAYER #67 COARSE
~ AGGREGATE MATERIAL 6» SECTIONAL PLAN
A A MIN.
E
Eo A
FLAT TOP MANHOLE DETAILS 00
NOTE: "0"-RING PRECAST CONC. SECTIONS AND RESILIENT
CONNECTORS ARE TO BE USED UNLESS OTHERWISE SPECIFIED. FLOW CONTROL MANHOLE DETAIL DROP CONNECTION ASSEMBLY
U N
H
KEYPIAN SEAL SEAL PROJECT MANAGER DEPARTMENT MANAGER LEAD DESIGN PROF. CHECKED BY
= pN~uinur~p~ D. KAGHMARSKY D. KAGHMARSKY M. GALDWELL D. K~CHMARSKY
~ ~ ~i
_ _ SHEET TITLE TASK/PHASE NUMBER DRAWN BY
° Q G&M OF NORTH CAROLINA INC. FOR CONSTRUCTION L FIRST CITIZENS BANK PLAZA 00005 M. CALDWELL
E 19697 ® ® SANITARY PROJECT NUMBER DRAWING NUMBER WEST LL SEWER
Unless Signed & Dated as Approved 128 SOUTH TRYON STREET, SUITE 1100 0 > z° CHARLOTTE, NC 28202 °•FN
° rn APPROVED: c' G.NE • 704-752-4258 MAIN
a srcroarurzs F( S. CPS 704-75 -0271 FAX
`V ++++r++nmiu~~~~ 4 DATE: WWW.ARCADIS-US.COM REV. ISSUED DATE DESCRIPTION U SEWER IMPROVEMENTS AILS

0
0
un
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Co
ao w
m
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0
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0
PRIVATE
PROPERTY
FINISHED GRADE
Chi
18" DIA. x 6" THICK
CONCRETE PROTECTOR
RING
2% MIN. SLOPE
& IOX MAX.
EXISTING SERVICE
TO BUILDING -®--
4" SCH. 40 PVC CAP 12"
IF SERVICE NOT USED -
CONNECT TO
EXISTING SERVICE
R/W OR PERMANENT EASEMENT
4" PVC FEMALE ADAPTER
w/SCH. 40 PLUG
�- 4" SCH. 40 PVC
DISTANCE
VARIES
2% MIN. SLOPE _
'--4m SCH. 40
4" SCH. 40
COMBINATION
WYE
4" SCH. 40 - 1/8 BEND GLUE
JOINT CONNECTION (TYP.)
4" SCH. 40 PVC NIPPLE LENGTH
VARIES DEPENDING ON DEPTH OF
SEWER MAIN TO MINIMIZE
ADDITIONAL BENDS
PLUG OR CAP WATERTIGHT
3 EXISTING SANITARY SEWER TO
BE REMOVED OR ABANDONED
SECTION
EXISTING SANITARY SERVICE CONNECTIONS
NO SCALE
NOTES:
1. STRUCTURAL STONE SHALL BE CLASS "A" STONE.
2. SEDIMENT CONTROL STONE SHALL BE NO. 5 OR
NO. 57 STONE.
3. TOP OF BERM SHALL BE A MINIMUM ONE FOOT
BELOW THE SHOULDER OR DIVERSION POINT.
4. A TOTAL SEDIMENT TRAP VOLUME OF 3600 CUBIC
FEET PER ACRE OF DISTURBED AREA SHALL BE
PROVIDED. SOME OF THE REQUIRED VOLUME MAY
BE PROVIDED BY OTHER UPSTREAM OR DOWNSTREAM
CONTROLS.
DIVERSION
POINT
s
U
h-
tn
J
C> FINAL DESIGN
cO v
ENOT RELEASED
E
FOR CONSTRUCTION
> z Unless Signed & Dated as Approved
o Co APPROVED:
O SIGNATURE
O DATE:
12" MIN.
SPRING LINE \Iiyj
'�--PROPOSED SANITARY SEWER
SEWER PIPE WYE SDR 35
PVC INSTALLED AT 45
DEGREES ABOVE SPRING LINE
SEDIMENT
CONTROL
STONE
STRUCTURAL
STONE
36" 12
12"
A -0
000°o �? 1800 °poo° jMIN.
0_00 _0o i
SEDIMENT -
CONTROL
STONE
SECTION A®A
N L_' ROI
D _ FLOW
18" PIPE MAX.
NO SCALE
1 15/11/09 IPER LOS COMMENTS
REV. ISSUED DATE DESCRIPTION
A
FLOW
STRUCTURAL
STONE
SHOULDER
10
I
NORMAL F0077NG T
SEE NOTE I
CONCRETE FOR LEV
MAYBE POURED iMl
FOOTING.
1. MINIMUM THICKNESS OF FOOTING ABOVE ROCK TO BE
SAME AS BASE THICKNESS OF PIER.
2. MAT STEEL FOR F0077NG SHALL BE 77ED TO DOWELS.
3. CONCRETE SHALL BE 4000 PSI - CLASS 1.
NO SCALE
SHEET
00 0V 00 p
00 0 0 0
°o$°o•
0000 0
0000 O 0 000
0O
A "oo"o0
000
0 0 00009009009 00 •
0000000o0 00p
0+26
po 0Op OO 0
00000
00 0000p0
59Z41 X-0"
C
0 00000000 0000
0 00000p0p000000000o^°o
8
OOo
0000000
0pO
oo0°
00000°
00 0
000
0 0 '00000 00
2.48
8
SEDIMENT
CONTROL
STONE
STRUCTURAL
STONE
36" 12
12"
A -0
000°o �? 1800 °poo° jMIN.
0_00 _0o i
SEDIMENT -
CONTROL
STONE
SECTION A®A
N L_' ROI
D _ FLOW
18" PIPE MAX.
NO SCALE
1 15/11/09 IPER LOS COMMENTS
REV. ISSUED DATE DESCRIPTION
A
FLOW
STRUCTURAL
STONE
SHOULDER
10
I
NORMAL F0077NG T
SEE NOTE I
CONCRETE FOR LEV
MAYBE POURED iMl
FOOTING.
1. MINIMUM THICKNESS OF FOOTING ABOVE ROCK TO BE
SAME AS BASE THICKNESS OF PIER.
2. MAT STEEL FOR F0077NG SHALL BE 77ED TO DOWELS.
3. CONCRETE SHALL BE 4000 PSI - CLASS 1.
NO SCALE
SHEET
STATION
FLOWUNE
ELEVATION
ELEVATION OF PIER
TOP OF PIER WIDTH
VOLUME OF
CONCRETE (CY)
8
0+26
596.53
59Z41 X-0"
2.23
8
0+66
596.9.3
59Z81 3'-0"
2.48
8
1+06
597.33
598.21 X-0"
2.73
8
1+46
597 73
598.61 X-0"
2.70
8
1+86
598 13
599.01 X-0"
2.37
A
#4 TIES
12" C/c
TOP OF PIER
OF PI
TOP OF FOOTING EL
(SEE PLAN SHEETS)
FOOTING CENTERED
UNDER PIER (TYP.)
67
2 PER SET)/c
#4 ® 12" C/C E.F.
5'-0" 5,-0a,
3" MUDMAT
(AS NEEDED)
CONCRETE ANCHOR I DETAIL
NO SCALE
KEYPLAN SEAL SEAL
``eeeeeeu 111
ava� �N CA
I - •bLAL
99
697
MSC °•. F �.•
MSC° `��`
.�GINEE.
It jo
�sl!lllliilieeee��
ARCADIN
G&M OF NORTH CAROLINA, INC.
FIRST CITIZENS BANK PLAZA
128 SOUTH TRYON STREET, SUITE 1100
CHARLOTTE, NC 28202
704-752-4258 MAIN
704-752-0271 FAX
WWW.ARCADIS-US.COM
Lo
115 93
�%i
10
I
Z
N
3" (BOLT DIA.) + 1/16" -
NOTES:
1. ANCHOR BOLTS & STRAPS SHALL BE GALVANIZED
AND HOT ASPHALT DIPPED.
2. HOLES TO BE DRILLED IN STRAP.
3. PROVIDE WASHERS UNDER STRAP SUCH THAT STRAP
IS PULLED DOWN TIGHT.
SHEET
STATION
FLOWUNE
ELEVATION
ELEVATION OF
TOP OF PIER
PIER VOLUME OF
WIDTH CONCRETE (CY)
3
4+90
589.30
590.05
3'-4" 1.74
3
5+10
589.33
590.08
3'-4" 1.79
3
5+30
589.36
590.11
3'-4" 1.70
4
18+22
592.91
593.66
X-4" 1.83
4
18+42
592.94
593.69
X-4" 1.76
PIPE STRAP
(SEE DETAIL
THIS SHEET)
TOP OF PIER
OF PIPE
3'-4"
A A
VARIES (SEE
#2" TIES C/C ® SCHEDULE)
TOP OF FOOTING ELEV.
(SEE PLAN SHEETS)
FOOTING CENTERED
UNDER PIER (TYP.)
#4 ® 12" C/C E. F.
5'-0" 5'-0"
CONCRETE PIER DETAIL
NO SCALE
PROJECT MANAGER
D. KACHMARSKY
SHEET TITLE
1/4 x 2 1/2" PIPE STRAP
W/5/8" DIA. S.S. EXPANSION
ANCHORS & 1/4" THICK
NEOPRENE WRAP AROUND PIPE
F7
2 PERI SET) /c
3" MUDMAT
(AS NEEDED)
DEPARTMENT MANAGER LEAD DESIGN PROF. CHECKED BY
D. KACHMARSKY M. CALDWELL D. KACHMARSKY
TASK/PHASE NUMBER DRAWN BY
00005 M. CALDWELL
PROJECT NUMBER DRAWING NUMBER

i
EXIST. GROUND
EXIST. GROUND
i
i

ASPHALT PAVEMENT REPLACEMENT-
CAREFULLY COMPACTED s" ASPHALT BASE COURSE, TYPE HB PARKING LOT & ASPHALT DRIVEWAY REPLACEMENT- BACKFILL (TAMPED IN
REFULLY COMPACTED CA / 6'~ LAYERS 2"I-2 ASPHALT SURFACE COURSE w/ ) MAXIMUM PAYMENT WIDTH 6" AGGREGATE BASE COURSE, TYPE A
BACKFILL (TAMPED IN
6' LAYERS) OUTSIDE OF BELL {SEE TABLE) STONE DRIVEWAY REPLACEMENT- 6" (MINIMUM) AGGREGATE BASE COURSE, TYPE A
N 1/2 PIPE
DIAMETER 0 0 0 0 0 0 0;0' o'o'
OUTSIDE OF BELL o;oooo 0000 00000 00'00 0 o GRANULAR MATERIAL - - - - - - -
000000 0'000 00000 0 o~ N0. 67 o MAXIMUM ALLOWABLE
000000000000000000 o:o; TRENCH WIDTH ('T')
TRENCH STABILIZATION MATERIAL AT TOP OF PIPE
1~ ' , ~ (ONLY WHERE DIRECTED) 'd' MAX PAY WIDTH
(CENTERED ON PIPE)
SHAPE TRENCH BOTTOM TO ° 0'-10' 'T' + z'
ACCOMODATE PIPE BELL
10'-16' 'T' + 4'
OVER 16' 'T' + 10'
TYPE 1 TYPE 3 (STANDARD FOR PVC PIPE) PIPE)
(STANDARD FOR DUCTILE IRON PIPE) ,
PAVEMENT REPLACEMENT DETAIL
TYPICAL TRENCHING DETAIL NO SCALE
NO SCALE
MAXIMUM TRENCH WIDTH
AT TOP OF PIPE SURFACE AT EDGE OF MAXIMUM TRENCH WIDTH
PAVEMENT OR BACK OF AT TOP OF PIPE
CURB
r,
AREA AT BACK OF PAVEMENT
OUTSIDE OF OR BACK OF CURB, AS APPLICABLE, SHALL BE ~
BELL BACKFILLED WITH 6" OF FINE
EARTH OR GRANULAR MATERIAL ~ ~ TO UNDERSIDE OF BERM, m
THIS MATERIAL IS NOT OUTL NE TRENCH ~ ~
o CASING PIPE INCLUDED IN PAYMENT ITEM ~
Ud~ m FOR GRANULAR BACKFILL. ~ z
j 45' 45' ~w
>n 45'
o~ / i`~
d ~ PIPE BEDDING,
45' 45° BASED ON PIPE SIZE ~
v UJ
~ ~~i,,
SECTION SECTION
SECTION OUTSIDE PAVEMENT INSIDE PAVEMENT
SURFACE AT EDGE OF PAVEMENT OR BACK OF
~ CASING SPACERS CURB
~ 6" EXISTING PAVEMEINT WIDTH VARIES - LIMITS OF PAYMENT FOR
o MIN. _ GRANULAR BACKFILL BASED
z 5' S ON MAXIMUM TRENCH WIDTH. GRANULAR BACKFILL BEYOND
J MAXIMUM TRENCH WIDTH AT
O ~ t ~ . TOP OF PIPE IS NOT INCLUDED IN PAYMENT ITEM FOR
GRANULAR BACKFILL.
12'-0" MAX. m
i GRANULAR BACKFILL BELOW 45' LINE, EARTH
0 BACKFILL ABOVE 45° LINE
° 3' MIN. COVER . i. 0 GRANULAR BACKFILL TO BE USED
0 0o CONCRETE SEAL .-w ( ) co iYP ` - - - - - - - - 45' ONLY WHERE DIRECTED BY THE
mm ENGINEER.
i z ; U - - - - -
N ~ 1'-0" 1'-0" E
~ m 12" DIP CARRIER
~ PIPE 24" STEEL CASING ENDS OF CASING TO ~~//%\~~%\~/%//~\~\PIPE BEDDING,
z PIPE BE SEALED WITH ~ j CLASS II CONCRETE BASED ON PIPE SIZE
L U' F-- SECTION
' ~ ~ ELEVATION
~o
CROSSING PAVEMENT WITHIN MAXIMUM TRENCH ~IIDTH
o~ BORE AND CASING DETAIL GRANULAR ®ACKFILL
D CROSSING DETAIL TYPICAL BORE NO SCALE
NO SCALE NO SCALE

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KEYPIAN SEAL SEAL PROJECT MANAGER DEPARTMENT MANAGER LEAD DESIGN PROF. CHECKED BY
o # `~o` ~N CARP '~i,~ D. KACHMARSKY D. KACHMARSKY M. CALDWELL D. KACHMARSKY I
~ SHEET TIT1E TASK/PHASE NUMBER DRAWN BY ~
„E G&M OF NORTH CAROLINA, INC. 00005 M. CALDWELL
o FOR CONSTRUCTION = FIRST CITIZENS BANK PLAZA
E Unless Signed & Dated as Approved 19697 128 SOUTH TRYON STREET, SUITE 1100 > z o PROJECT NUMBER DRAWING NUMBER
CHARLOTTE NC 28202 Ott WEST OUT FALL MISCELLANEOUS CN4BE618.0000 14
o N C °°GINE°° 0 704-752-4258 MAIN a :D C" AP yqc
C SIGNATURE ~~IT Gt S. GPI- 704-7N2-0271 FAX N 111111 0" nnm WWW.ARCADIS-US,COM
DATE: REV. ISSUED DATE DESCRIPTION 3 ~ SEWER IMPROVEMENTS DETAILS