20110561 Ver 1_Site Plan_20110610

2Z1~61
la ~
~~fP:~ ~ ~ ~01~ ~
~
CONSTRUCTION SEQUENGE ~ I~~~F~ ~ rr~l~la ~~~~c ~ PREPARED ~Y '
1. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED ENGINEERING DEPARTMENT
TO BE DISPLAYED ON-SITE ARE AVAILABU:. CITY ol° CONCORD
2. CONTRACTOR SHALL HOLD PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL LEGEND P.O. BOY 308
START OF CONSTRUCTION, ® CONCORD N.C. 28026 [phone].
NTACT CAROLINA ONE CALL AND ALL ENTIT3E5 HAVING BURIED U11LIT1ES AT LEAST 72 3. CONTRACTOR SHAU. C4 --6~---~ ~ PROPOSEQ SEWER LINE, MANHOLE & GLEAN-OUT
HOURS PRIOR TO DIGGING OR AS DIRECTED AT THE PRE-CONSTRUCTION MEETTNG.
4. CONTRACTOR SHAU. MAINTAIN TRAFFIC AND SAFETY CONTROL MEASURES AT ALL TIMES DN THE PROJECT. {SEE CO w --~-~--~-w w PROPOSEDI WATER LINE
TRAFFIC CONTROL.) °
5. CONTRACTOR SHALL INSTALL TEMPORARY CQNSTRUCTION ENTRANCES (IF ANY) AT EACH POINT OF ACCESS TO ° PROPOSED FlRE HYDRANT ~
STORAGE AND CONSTRUCTION AREAS. tiye~',
6, SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTRLLED tN ACCORDANCE WITH PLANS AND BEFORE ~ w1 ' PROPOSED WATER VALVE ~ i SEAL
STARI1NG WORK. __..m Ir ~ r-._ v ~ 1. bf.1 ' ' 17577 r E.
TRACTOR 5HALL CLEAR RIGHT--QF-WAY IF NECESSARY. ~ ~ r 7. CON ~ _ r ~ y ~ ® PROPOSED BLOW-OfF '~fr~`°~~GIN~.`~~;e°°~W``:
/ F~ .~m~' TA L ALL OTHER EROSION CONTROL MEASURES WHERE THE WORK IS ` yid, °°oe°e.c ~ ``til
8. STOCKPILE RIP-RAP ON SITE AND INS L ' ~ ` W WILL \ f OCCURRING. THE CONTRACTOR SHALL NOT INSTALL EROSION CONTROL MEASURES IN AREAS WHERE THE ORK E ~ t ; ~ , . /f Ci
NOT OCCUR FOR SOME TIME. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY/PRQJEGT ~ , F NC DENR PERSONNEL A5 GONDiT1ONS WARRANT. ? SED#MENT FENCING daa~e a°aa+u .y' r ~
_ ENGINEER OR UPON RECOMMENDATION 0 f ~ , ; V _ , ~ ~
9, IN AREAS WHERE IT I5 NOT FEASIBLE TO INSTALL EROSION CONTROL DEVICES, ALL DISTURBED AREAS MUST BE DA-GLO ORANGE PERSONNEL FENCING Engineer's Sea)
ONTRACTOR WITHIN THREE DAYS OF INITIAL DISTURBANCE. TEMPORARY SEEDING ~ f ' 6°~ e»ASS , _ us H. fi,, ; N R. ~ . SEEDED AND MULCHED BY THE C -T-11 ; SHALL BE REQUIRED ON ALL OTHER AREAS TQ BE DISTURBED FOR A PERIOD OF 10 DAYS OR LO GE li ~ f~
I ` ' PROPOSED ENCASEMENT ~ '
-0 SAND TESTING WITH THE CITY ENGINEERING DEPARTMENT'S f p g ~ ~ I i,,, ~ ' 10. CONTRACTOR SHALL COORDINATE ALL BLOW FF I ~ ~ CONSTRUCT1ON ADMINISTRATOR AT LEAST 24 HOURS IN ADVANCE OF SUCH WORK, NOTIFY THE RESPONSE AREA
~3 ~ ~1 ~ FORE DEPARTMENT IF EXISTING SYSTEM VALVES NEED TO BE SHUT OFF IN THE COURSE OF THE WORK, ! ~i ~I' / , ~ ~ i,. ~ - - ~ EXISTING SEWER AND MANHOLE
TION AND WITH APPROVAL OF NC DENR-DLR, ALL EROSION CONTROL ` jz;` -°.r..,,3 ~ ~ 11. UPON COMPLETION OF THE INSTALLA ~ ~J/
A IUZATION 5HALL BE REMOVED AND DISPOSED OF IN AN ~ ~ I! ~ DEVICES EXCEPT FOR CREEK/STREAM BANK ST B ~ ~ ~ _ ~ _ - I ~r~ EKISTING SEWER FORCE MAIN
~ , ACCEPTABLE MANNER. EACH SECTION 5HALL BE SEEDED AT EARLIEST POSSIBLE DATE AFTER 3NSTALLA110N OF ~ ~ ' l - ~ E, PIPE, STRUCTURE, DR ACCESS. c,
;r n IJ 7 w w w EXISTING WATER LINE
R 15 FIRMLY ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE 12. ONCE GROUND COVE F NC DENR-DLR,
REMOVED WITH THE APPROVAL 0 t! ~ _ M _ _r : ' G G EXISTING GAS UNE
T R SHAD. REFERENCE SPECIAL CONDITIONS FOR JOB SEQUENGE AND OTHER DIREG110NS, IF ANY. ~ ~ ~ . 13. CONTAAC 0 ~
CONTRACTOR 5HALL COORDINATE CONSTRUG110N ACTIVITY WITH THE CITY ENGINEERING DEPARTMENT. ~ ! _ ~ ui or EXI571NG TELEPHONE OVERHEAD OR UNDERGRQUI~#D
~ ~ / ~ IC„ ~ { ~ Surveyors Seal
~ ~ _ ~ ue of EXISTING ELECTRIC {OVERHEAD Olw UNDERGROUND]
GENERAL NOTES i p r I - ~q r 0 EIP
~ X11 ~'9 u~ , 1. ALL MATERIALS, EQUIPMENT, LABOR, AND WORKMANSHIP IS TO BE IN ACCORDANCE WITH RND SUBJECT TO THE , ` - - - -a- - - - PROPERTY LINE AND IRON PIN
FICAi1ONS• THE CITY OF CONCORDS ~ _ PECI - AND SEWER AUTHORITY OF CABARRUS COUNTY`S STANDARDS , x -I~ ~ ti o WATER
ORDIN ; ~ ~~s jjam~,,,, % ANCE5 POLICIES AND STANDARD SPECIFICATIONS, AND NCDOT STANDARD SPECIFICATIONS, ANO THE NORTH ' ~ `~.I t CAROLINA ADMINISTRATIVE CODE FOR WASTEWATER COLLECTION AND WATER DISTRIBUTION SYSTEMS, IN THE EVENT , ~ , ~ ~ ~ i a®~~ - - ,j ~ ~ - TEMPORARY CONSTRUC110N EASEMENT
FLICT BETWEEN THE WATER AND SEWER AUTHORITY OF CABARRUS COUNTY'S STANDARD SPECIFICA110N; THE ~ ~ ~ i ~ .~Yf OF CON I,h` ,
CITY flF CONCORD'S ORDINANCES, POLICIES, AND STANDARD SPECIF1CATIONS,AND NCDOT STANDARD SPECIFICA110NS, ti i A ADMINI5TRA11VE CODE, THE MORE RESTRICTIVE REQUIREMENTS SHALL APPLY. ~ ~ y AROL N ~ c ~ ~ DR THE NORTH C ~ ~ --++tw-- - - - - - RIGHT OF WAY/PERMANENT EASEMENT
. ~ ~ ` ~ M TO THE LATEST STANDARDS OF THE N.C.
EROSION CONTROL MEASURES SHALL CONFOR w 1 2. ALL SEDIMENT AND II , T AND APPLICABLE LOCAL AND FEDERAL REQUIREMENTS. ~ ~ - ~ 1 SEDIMENTATION POLLUT10N CONTROL AC y' ` ~ ~ ~ . . - . # i I - ~ ~ ~ ~ - WATERWAYJDITCH LINE
~ w q n ;
ONTRACTOR 5HALL N0T1FY THE CONSTRUG110N ADMINISTRATOR OF THE CITY OF CONCORD ENGINEERING T LEAST 48 HOURS IN ADVANCE OF BEGINNING WORK. ~ I o o ~ t° ~ ' ~ C DEPARTMENT A Q X X EXISTING BARBED WIRE FENCE

T B ON THE q ; TELEPHONE, AND CABLE SERVICES MAY Q i 4, INDIVIDUAL WATER, GAS, SEWER, ! LOCATIONS. ' ~ '..C1 ~~""------~-~T, PLANS. CONTRACTOR TO CONTACT APPROPRIATE AGENCY FOR FELO ~ ~ / ~ a EXISTING WOVEN WIRE FENCE
. # ~ ,
IC WATER AND SEWER DEPARTMENT PERSONNEL WILL ASSIST THE CONTRACTOR IN ~ ~ _ ~ ~ ~ it 5, CITY OF CONCORD ELECTR ~ ~ / o o-- EXISTING CHAIN llNK FENCE
LOCATING ALL CITY OF CONCORD UTILITY SERVICES AND LINES, ' R ~
H E ~ ~ ~ R ARE DISTURBED GRUS ED S 0 ~ o~ . 'f N STABILIZER SHALL BE PLACED WITH SUFFICIENT Imo.,; r'".~'~Q F AREAS 6. IF MAILBOX PULL-OF _ ~ \ AS SHALL BE MAINTAINED FOR THE ONE-YEAR " 1 a P ~ ~ TRAFFIC. THESE ARE rt. TREE/WOODS LINE
LENGTH TO ACCOMMODATE VEHICULAR ° P RIOD. THE COST OF THESE ITEMS SHALL BE I t NCLUDED IN THE COST DF LAYING PIPE, ~ ~ W RRANTY E ~ f ~ . A Q ~ ~ r ~ ~~I
i & 371055390OJ ~5.`.-i-..... ~ s+ Li ~1 I~.a EXISTING FIRE HYDRANT
T SUBJECT TO 10O YEAR FLOOD PER FIRM MAP 3710552940) , `i ~ 1' 7. THIS PROJEG; IS NO Lf MAY 25, .2007, ~ 1 Uj , ,
_ , T E HYDRANT INSTAU.A110N. I i ~ ~ i ! ~ ° ~ \ ~n ~ ~ EXISTING WATER VALVE
8. FIRE HYDRANT EXTENSIONS, IF NEEDED, SHALL BE INCLUDED IN THE COST OF H i ~ ~4 J ~ `
- RANTS MAY BE FIELD ADJUSTED 5O FEET IN EITHER ' . FS RND FIRE HYD VA VES BLOW 4F ' ' ' 9. GATE DR BUTTERFLY L , , t o ° ' ~ I j~ EKISTING WATER METER
DIRECTION WITH THE PERMISSION OF THE ENGINEERING AND WATER RESOURCES DEPARTMENTS. ~ °x,,,.; r,~~ 1 iQ~ ~ fl
n ~ t EXISTING WELL
~ ~ - a ih - / ~ ~
RIGHT-OF-WAY NOTES t~ ~ t - ~s..,, ~ .:w~ _
_ ka ~ ~ ` _ y, ~ EXISTING TELEPHONE/POWER RISER
OPERTY LINES ARE SHOWN ON THE DESIGN DRAWINGS AND ARE FOR ~,-~~.,Q ~ ' t, RIGHT-OF-WAY LINES AND PR ~ ~ ~ LP
T OCATIONS REFER TO THE SURVEY PLATS BY THE CITY OF CONCORD S r~ "y~, d ,1„~ REFERENCE ONLY. FOR EXAC L ~,_,....„J,,...~-- ~ , YOR OR BY THE CITY SURVEYOR. /t D EGISTERED LAND SURVE V „ONSULTING R ~ ~ , ~ EXISTING LIGHT POLE
1 i ~ ~ ,t ~
R CONSTRUCT1f3~1 FOR FURTHER DETAILS ~ Q 1. ,ur. ~ - 2. REFER TO STANDARDS AND SPECIFICATIONS FOR WATER AND SEWE ~ ~ i ~ r^ 4 ~ ~ ~ CONCERNING THE RIGHT-OF-WAY. ~ P{} P--C EXISTING POWER POLE/GUY WIRE
~ , , w~,.. _ ,
. ~ EXISTING STREET OR LOCATION SIGN
!.i: Cl Qd ~ ~ ~ )1 TRAFFIC CONTROL ~ a , , / .r--~ I i ~ r E ~'y { ~ - CONC. MON.
I /L , ~ EXISTING CONCRETE RJW MONUMENT
R WORK ZONE TRAFFIC SAFETY AND CONTROL II ~ i~ 1. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FO . , ;F . ~t ~ Q.
l1 ` ~ ~'`-:1 A ~ N TR T AND HIGHWAY CONSTRUCTION, i i L,F~ ~ ~ - r ~ ~ ' _ 2. ALL WORK ZQNE TRAFFIC CONTROL DEYIGES AND OPERATIONS USED O S EE 1 ~ BENCHMARK/TEMPORARY BENCHMARK
F RM TD THE APPLICABLE SPECIFICATIONS IN THE ',C ~ ~ ' MAINTENANCE, UTILITY OR INCIDENT MANAGEMENT SHALL CON O .__......__...._,~.___.__,.w._____.._ _t__'.__~.._:_r~__---a__.. ,
LATEST EDII1ON OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD). ~ EXISTING RCP OR CMP
3. ALL TRAFFIC SAFETY CONTROL DEVICES SHALL BE IN GOOD REPAIR AND SHALL BE POSITIONED AT ALL TIMES IN VICINITY MAP FMB EXISTING MAILBOK
/ T SHALL CAREFULLY MONITQR SITE THE APPROPRIATE LOCATIONS FOR THE WORK OPERATION. THE CONTAAC OR SCALE: 1" = 500'
CONDITIONS SUCH AS LIGHT, WEATHER, TRAFFIC VOLUME, ETC. TO ENSURE THAT ALL TRAFFIC/SAFETY CONTROL MEASURES ARE OPERATING EFFECTIVELY.
..~kµ
4, THE CONTRACTOR SHALL PREPARE A PROPOSAL ON THE TRAFFIC CONTROL OPERATIONS AND PRESENT THEM TO ~ STONE OUTLET {SO)
THE CITY OF CONCORD'S ENGINEERING DEPARTMENT CONSTRUCTION ADMINISTRATOR (PHILLIP KINGSLAND) ~ 920-5404 AT LEAST 48 HOURS BEFORE BEGINNING WORK. NARRATIVE DESCRIPTION
SEDIMENT FENCE {SILT FENCE) m
UTILITY NOTE THIS PROJECT CONSISTS OF THE INSTALLATION OF APPROXIMATELY 2931 t LINEAR FEET' OF 24" & 218 t LINEAR FEET OF
15" GRAVCfY SEWER ALONG WITH APPURTENANCES AND OTHER ASSOCIATED PROJECT WORK, FOR THE PURPOSE OF PROVIDING
THERE WILL BE A MINIMUM 10-FOOT HORIZONTAL SEPARATION BETWEEN THE SEWER LINE AND THE WATER MAIN. AN UPSIZING FOR THE EXISTING SEWER LINE.
WHEN THE 10-FOOT MINIMUM HORIZONTAL SEPARATION CANNOT BE MAINTAINED, AND WHEN THE WATER MAIN IS THE PROJECTED AMOUNT OF GROUND DISTURBANCE IS 2.17 t ACRES. THIS IS BASED UPON A DISTURBANCE OF 3157 LF ABOVE THE SEWER, BUT WITH LESS THAN 24 INCHES OF CLEARANCE, OR WHEN THE SEINER IS ABOVE THE WATER AND UPON AN AVERAGE CONSTRUCTION WIDTH OF 30 FEET DISTURBED BY THE INSTALLATION OF THE GRAVITY SEWER,
MAIN, BATH THE WATER MAIN AND THE SEWER LINE MALL BE CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS
EQUIVALENT TD WATER MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO A SIDE OF THE CROSSING. SEE DETAIL BELOW) WORK SHALL PROCEED IN SUCH A MANNER SO AS TO LIMIT THE AMOUNT OF GROUND DISTURBANCE BY HAVING ONLY ONE
THE SEWER, OF 10 FEET ON E CH ( SECTION DF THE DITCH OPEN AT A TIME THEREBY REDUCING THE POTENTIAL FOR LARGE QUANTITIES OF SEDIMENT TO BE TRANSPORTED OFF SITE. DRAWING INDEX
SHEET 1 PROJECT NARRATIVE, NOTES, LEGEND, SITE MAP ~
SEEDING OF DENUDED AREAS SHALL BE DONE AS SOON AS POSSIBLE, BUT IN N4 CASE LONGER THAN 10 DAYS AND IN _ _ _ _ _ _ _ _ _ _ ACCORDANCE WITH THE SPECIFICATIONS GIVEN iN THE PLANS. REMOVAL OF ALL SEDIMENTATION AND EROSION CONTROL 0
-III"=III=1 I €=f 11=1 I I ""'I I 1=111= I l ' ~I I 1=1 I I=1 I I=1 I I =11 I ~I I I=[ I I=) I " DEVICES SHALL ONLY BE DONE AFTER APPROVAL HAS BEEN COORDINRTED WffH THE DEPARTMENT OF ENVIRONMENTAL SHEET 2 DESIGN -PLAN/PROFILE ~
HERLTH AND NA?URAL RESOURCES, THE CITY OF CONCORD, AND THE NORTH CAROLINA DEPARTMENT QF TRANSPORTATION.
LOCATION AND PROTECTION OF ALL UTILITIES IN THE WORK ARER SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR SHEET 3 DESIGN -PLAN/PROFILE ~ r~
(SEE "PROTECTION OF EXISTING U?ILITiES") PLEASE NOTICE THAT THIS PROJECT CROSSES SEVERAL UNDERGROUND UTILITIES ca
-f " STORM SEWER-~ ALONG THE ROUTE OF WORK. MIN€MUM SEPARATIONS $ETWEEN THE NEW SEWER LINES AND THESE UTILITIES SHALL BE HELD WATER MA#N OR 24 MEN. 24" MIN. AT ALL TIMES. iN THE EVENT OF AN UNFORESEEN CONFLICT, THE CONTRACTOR SHALL NOTIFY THE CITY flF CONCORD SHEET 4 DESIGN -PLAN/PROFILE
SANITARY SEWER ENGINEERING DEPARITENT fMMEDiATELY. ALL TRAFFIC CONTROL AND SAFETY SHALL BE THE RESPONSIBILITY OF THE SHEET 5 DESIGN - PLAN f PROFILE
CONTRACTOR AND SHALL BE CONDUCTED 1N STRICT ACCORDANCE WITH THE LATEST REVISION OF PART iV OF THE M.U.T.C.D., + NCDOT, OSHA AND ALL OTHER LOCAL, STATE RND FEDERAL REGULATIONS.
SHEET 6 DETAILS - SAINTARY SEWER
STORM SEWER WATER MRIN OR COMPLETION OF THIS PROJECT I5 ANTICIPATED TO TAKE 12O DAYS AFTER NOTICE BY THE CITY OF CONCORD TO PROCEED. SANITARY SEWER FINAL COMPLETION AND ACCEPTANCE OF THE WORK l5 ANTICIPATED TO BE MARCH 2O1 i.
CIJCCT "I €1CTAl1 C - G47(1CIr1hl f°flhlTglll
d
ra,a c~

VORTH C:~a~L118
~i~8 ZBt"~s'~1R s?
Pra asel 1 w ~
z 590
590 ~ ~
A 'V' 0
~W ' ' y= ' ~'t.._..,. ...py. Q ENGINEERING DEPARTMENT _ _ Q ,
cn ' ~ ~ ~ CITY C?P C4NG®RD c,
P.o. sox aos
. _ ~ ~ o coNCO~o ~.c, 2so2s
585 ' M ~ ~ ~ M 58S (704} 920.5425 v~
' `v~ ~ yr ' ' ' ' ' a. • ~ 0
rn cv rn 'f? i""
on ~-f `I,i~i It ll It c
Q rte' 7 G _ ~ . ~ G V ~ '~j'~
58q SM~AAL ~ ~ ~I~
. w r~rEn~ a' >frte 1 ~
_ _ _ . ~ ' _ ! 7077 A
~ ~?~Q _ _ _ ~ _ . , .Gl C7 VZ v~. ' i~ E- ~ ~ EXIS71 CROUNa . { 95441
ff _ ~ t.......~ll,...cri.. _ _ at~tattp @Utliit
~ 575
575 ~ Engineers Seal
II _ ~m._~. _ _ . _ ~ _ _
I ! ~ - ~ _ _ ~ . _ _ _ _ . _ _ _
x
! w - - - - - - _ - _ ~ . _ _ ~ I _ V
' s~rA BANK WITH RtP ' _ e _ . _ _..w...._~.. ~ _ ~ _ . _ _ _
570 ~ 57O ....i
.,aeA., " j 's
I_ . I~ " ?
3 1 ~ ~ _ , . ; . o . . _ . . fl
_ ~ _ _ - I . . , .
; S _ r , , _ . _
565
565 Surveyors Seal
PR ~os~~ 79zo~ o~z a~~ ~.~sa~d
TRAII~D ~ ~ _ _ _ _ _ , . ~.--.._w . . . _ _ _ . _ ~rNTS ,EAST _ _ _ . _ . _ _ _ - - -
B OND STREAM C aSSiNG '
560 560
2+50 3+00 3+50 4+00 4150 5+00 5+50 6+fl0 6+50 --0+50 0+00 0+50 1+fl0 1+50 2+00 6+50 7+Oq 7+5q 8+q0 8+50 9+qq
NOTES
t. tt is estimated that the main channel temporary dams will be in place for a
PROFILE' period of less than 30 days to provide contractor access to the lower part of the sewer easemem for construction. The utility crossings are estimated to
HCRZ. 1'f - 4a' take less than a week to campleta, and this installaticn will be performed
SCALE: , only if there is no rain predicted. Should a minor storm event and ~
VERT: 1 = 4 overtopping or washing of the dam ocGUr during the 30•day constrnction
period, if necessary, the contractor shah re-Ganst}vct the temporary dam. Should a major storm event be anticipated at any thne during the 30•day s
construction, the contractor shall breech the dam in advance of the storm.
PROTECTION OF E%I5DNG U11U11ES
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENGY FOR THE EXACT FlELD LOGA730N5 GF ALL WATER, SEWER, ELFCTRIG, TELEPHONE, TELEVISION AND ANY OTHER
UNDERGROUND AND OVERHEAD UT3LITY BEFORE STARTING CON57RUGTION. THE OMISSION FROM OR TffE INCLUSION Of UTILITY LOGAT#ONS GN THE CONTRACT DRAWINGS
IS NOT TO BE CONSIDERED A5 THE NONEXISTENCE OF OR A DEFlNITE LOCATION OF EXISTING UTt11TIES. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY
THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF
N /F wDRK, 1HE F£~LOWING LISTING qF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
JERRY LEE LOVE & ALLEN G. LOVE PIN 5539-03-8975 MAY HAVE EXISTING UNDERGR~ND OR OVERHEAD UitUTIES 3N THE CONTRACT NgNIIY.
TAX ID # 11-033-0008.00 1. GsTY ~ coNCORD (704) 92a-6425 2. CONCORD TELEPHONE COMPANY t-80O 78i-2257
DEED BOOK 5632, PRGE 308 3. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY [phone] 4. N.C. DEPT OF TRANSPORTATION
Ew,~sr.:,, 5. SOUTHERN BELL TELEPHONE 6. SOUTHERNNETINCORPORATED
C.B. / 7. AT&T 8, TELECOM USA [phone], 1-800-868-5303
9. M.C.I. 1-800-288-6295, 1-800-624-9675 tO.TiME WARNER CABLE (704 576-1202
E#IST. c,B. t1. DUKE ENERGY ((704 938-5156 12, PUBLIC SERVICE COMPANY 1-8D0-632-4949
a`~ ~ 13. SOUTHERN RAILWAY SYSTEM (7O4) 782-1148 14. uN[ON 3D„EGTRIC COMPANY t-80O-a22-4399
h~ NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE GALL
y~' ~ ~ EXISTLNG M,H: 120 (FORMERLY ULOCfl) NORTH CAROLINA ONE CALL t-800-632-4949
~ PROPOSED M.H. STORPh RIM:580.47 / S M T STA:5y93.I0 TBM: K
MAN~o~E SEE DETAILS R.R. SPIKE IN ~ T RIM:58I.10 6° ELM TREE
` SEE DETAILS
~ . ~ PROPOSED M.H. T2 ELEV. 677.21 ~ e~ STA;1+74,] 8 ~ s~so~z P T N ,~;FMP .TONE OUTLET / + ~ ~_QUTLET m
J.` SEE DETAIL: TrN i~.------ sfoo SEE DETAILS / o~ SEE DETAILS
~ 96~, ~ ~c$ ~+oo S-
kiSp ~ w ~OSED ?4 PVG-~ s+0a ® C 7~ ~"cr y , z+aa & p.~0-. as • PROPOSED .1-L ~4 ~ ~ STA; 8+24.1~~-l ~ PROPOSED M.H. #5
\ 5 ~ ~ i P ~y ~ , 3+aa EXIST. i CLA S pV~ RtM:579.5 ~ w 9TA:t0+39.67 • RIM;580,2Q

~ A ~ ,~8t0O 189+F'33` 251'27'4O" M T ~ 9 0 10+0o SEE DETAILS
~aE ~ 'PROPOSED 24" PV EXISTING M.H.- {1095} S ' b ~~r....•....."•.' - PROP Slr ~ 4""PVC ~ B.~OO 1
~ c E~iEEK BANK DETAILS 9+DO to+oo CROSSING -SEE DETAILS
"X15'^.'' ~I" EA1S'RN SEE EXIS3INS CREEK BANK S ~ EXtST, I5"CLAY ® PERfdANENT FORD GROSSING
- ~ - FOE DETAILS MA3NTENANGE - ~
2 ~ ~ = R.R. SPIKE iN „y
6" ELM TREE T D-
ELEV. 574.63 ~ T ~ SEE DETAILS~T~~.. ~ ~ U
~ } EXISTING M.H.- lrzl 1"' R1M;572.13 Lit
EXISTING M:H. - (1123) LINE 0
RIM:578.37 EXISTING FENCE ~ IBM. I Q
~ SEE DETAILS EXISTING M.H. (1I24} EXISTING M.H.• ~ R.R. SPIKE IN EXISTtN,G M.H.- (1084) Q~
/ , STA.1+04,78 PERMANENT STREAM BAN STABILIZATION T$M: J T RIM:571,56 SEE DETAILS EXIS>~NC PaNa R.R. SPIKE IN RIM (j RtM~77.88 ~ 15" GUM TREE r PROPOSED M.H, n6 ELEV. 580.06 STA; I t+58,25
SEE DETAILS 10" GUM TREE T T ELEV. 577.39 ` • ~ RIM:583.40 ~ ~ EXISTING M.H. - (3085) s ,
SEE DETAILS
PROPOSED M.H. Rl NSF ~ JERRY LEE LOVE & ALLEN .LOVE ~ STA:O*94,98 P!N 5539-03--897 EN LOVE ~ ~ ~ ® 97~ / rz~`oo` 3~-
~ ~ RrM:s73,oa TAX ID ~ 11-033-0008.00 Iaga.oo T S r a, ~
DEED BOOK 5632, PA E 308 ~E 308 y SEE DETAILS ~
EXISTING ~ ~
~ ~ J 4 SERVCE
/ ~ J ~ . J l EXISTING M.H,- (t 064) ~
/l RtM:S8339 /
i e DESIGNED BY: IAB
~C I ?U f
4! C / y DRAWN BY: EES
CHECKED BY: EAB
SCALE: AS SHOWN
PLAN DATE: 4/12/10
SCALE: 1" = 40'
PROJECT NUMBER: 2009-067
SHEET: 2 OF: 7

Pra osedl p
600 600 yaTtTx CA.TiOLT~a ¢asa~as~ice ~~i
I~~~
L1' U
U
_ _ o.._. PREPARED B~
_ . . ENGfNEER(NG DEPARTMENT
~!a ° ~ 595 C9TY OF CONCORD
595 ~~rln w ~ ~ P.O. BOX 348
p ' U r - - _ ' ' ~ ~ ~ ~ ~ 0 CONCORD N.G. 28028
. _ p..,~._.~__.___ [phone] _
cv ' , . ~~~z a'v~ x
.......m . .

590 ~ 590 6`};~~4es tivutH Veap q
N p~ - - - ~y ~ A,~~ ® eQp fOCO A i. 4' ~ _ . _ , w.. _ i. _ _ _
- , _ .fit ~ f. _ .,Qf .~~..n~, n~;_ , . ,G
, . Gw ~ _ , ~ ~ ~7• ~ _ , _ . , . _ ~ s SEAL
:m; . _ ~..._a...._. :2i ~.7577~j
~~0 I ~ Q~`~3~ ~ ~ '
;C., v' t7i A. c/} EXESTING :GROUND 585 ~vb~~d~,i~saaa e°j0 ~ yp
585 ~ m ~ aata itar)~1~.
- _ _ l_.. _
_
~cn ~ ETiglElee!'5 Seal
580 580
r ~ STABILIZ BANK',WITH KIF P ~ _ - . _ - - -
~ ~ U ~ , . 3
. ...E

_._m.~ ~ . _ ; ,..wX .
a ~ o ' 575
575 A,,,,,,,,,"„° ,
- - - - Surveyors Sea!
- ~ - .
o
570
570 i

Q ~ ~ i [p pp 7''~7
I~s~A~~ Jat~TS ~ ~.Iaasr a'
. . ~ ..-_~_.B~~o~.~~r A~ c~assr~~ ~ . e-~ .
' 565
565
12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+50 17+00 17+50 18+00 18+50 19+00
9+00 9+50 10+00 10+50 11+00 11+50 12+00
r~
PROFILE
HaRZ: 1" = 4Q'
SCALE: ~ , VERB': 1 = 4
/ ~ NSF
MYRTLE HARVELL NARRINGTON
PIN 5529-9G-7720
~ ZEMF Si / ~ TEMP STONE OUTL EQUITY 2000-E 197 TAX ID of 11-034-0021.00
/ SEE DETAILS LOTS 34 THRU 48, BLK, D
N/F I MYRTLE HARVEtL HARRINGTON MAP BOOK 10, PAGE 56
PIN 5529-94-7720
EQUfTY 20fl0-E 197 / TAX ID # 11.0340021.00
/ t4TS 34 THRU 48, BLK. D
MAP BOOK 10, PAGE 58 P STONE OUTLET I SEE DETAILS
'Q~E';.S~tu'LEI ~ a7
SEE DETAILS EXISt1NG CREEK BANK REEK BANK
PROPOSED M,H. ~S / I
• P T F STA:10+39.61 EXISi?NG CREEK BANK / P i P S N Tt 8 RIM:580.20 D TAi S I SEE E L Ti3M; G ~
f . 15" ELM Tn ~ ~ Crfl
1 1 j ~ n _ - ,k ,rte 51,,21 a0 ~ ELEV. 586.7 1. It is estimated that the main channel temporary dams will be in place far a
p~t'~ 2 ~ TBM: G j ~ period of less than 313 days to provide contractor access to the lower part of
P A F ~0k°° CROSSING - SE AILS R.R. SPIKE IN ' the sewer easement far canstnzction. The utility crossings are estimated to
sdl j 20" PINE TREE ~ r ~ PERMANE RD CR,SSStN PROPOSED M. H, rr7 j ELEV. 586.45 ,e aa5 take less than a week to complete, and this installation will be performed
~ ~ ~ FO ITY h~NANCE - j j j va 10k E EXISTING CREEK BANK STA:15+Si,S4 ~S j RIM:586,00 j only if there is no rain predicted. Should a minor storm event and t5H•4D~ts" overtopping or washing of the dam occur during the 30-day construction
®'y}~ period, if necessary, the contractarshall re-construct the temporary dam.
C.;,y'~C „CLai OA TA! S 2A ~g~,, SEE DE L 0~:; ~ 17+Q,O 5 -'-'-'~°r'"' 1H+tl ~ Should a major storm event be anticipated at any time during the 30-day
q ~p5 ~~1 0 _ f~ ~ ~ t6 ~ construction, the contractor shall breech the dam in advance of the storm.
Yg0 _ 16-40 C 74"PVC 17+00 _._-----1ST. l r S i'' PROPOSED M,H. ~6 i PI~OPOSE~ S EX1 ,•„r c - ~I ~aw~'_Y___--
kaa ,r ~f ~ + .r 15+CO 179'55'50" 5 1B+00 ~ lti ~ 9 ~ STA.11 5$.25 ~
~ RIIvI:583.40 00 5 I t ~ ~ S 00 _ 5 14+00 g 1 ~
5 PO ED 24 P S I j ~..~--~-°~'°1r3 p PRO ~ ~ -
5"5'27" #2+00 5 AY j ~ 12 ~ ~
EXES711NG FENCE U
EXISTING M.H. • (0 S ~_r,_ CROSSING j I
TBM:I RIM;578.95 SEE DETAILS R.R. SPIKE IN ~ j ~
15" GUM TREE EXISTING M,H.- 1004) j j R1M: 84.5 I ~ j PROPOSED M.H. #8
, ELEV. 580.06 j EsnNC OETCN STA:t8+60.06
1 ~ EXISTING'M.H: p064) Exi5ltENC FENCE j R1M:589:98
R1M:58139 j
ra SEWER SERVICE N1F j N/F PROTEC110N OF EXISTING UTILITIES DEUTSCHE ANK NATIONAL THE CONTRRGTOR SHALL, CONTACT THE APPROPRIATE AGENCY FOR THE EXACT HELD
c~ ERICK D. WEGGINS & WIFE, N/P TRUST COMP~NY, AS TRUSTEE LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHONE, TEtEVI5I0N AND ANY OTHER
I t1NE SYLViA ELAINE ADDfSON HOLLAN~ CLAIRE A. WIGGINS FOR CIT1GRbUP MORTAGE UNDERGROUND AND OVERHEAD UTILITY HEFORE STARTING OONSTRUCTION. THE OMISSK?N FROM OR TWE INCLUSfON OF UT~ITY LOCAl10N5 ON TWE CONTRACT DRAWINGS LU LOAN TRI~ST, SERIES IS NOT TO HE CtlNSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION flF ~
PIN 6539.04-6861 j j PIN 5539-043980 j DB 7361 PG 201 j DB 3265 PG 43 2005-OPT3 EXISTING UTIUTIE& IT MALL HE THE RE5PONSIBIUTY tlF THE COtITRACTOR TO VERIFY 'Q
j TAX 1D # 11 034-0020.00 j TAX ID # 11-034-0020.20 ti PINN 552 94-9985 W~~OCATtON AND DEPTH t~ ALL UNDERGROUND UTIU7IES ALONG THE ROUTE OF DB 854 PG 97 THE FOLLOWING LISTING OF UTILITY CaMPANIES (WHICH MAY OR MAY NOT HE COMPLETE) ~
LOTS 17 THRU 19, BLK D j LOTS 12 THRU 18, BLK. D MAP BOOK 10, PAGE 56 MAP BOOK 10, PAGE 58 j ` TAX ID # 11. 34.0020.10 MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILtTiES IN THE CONTRACT VICINITY.
LOTS 8 THR 11, BLK. D >
j 4 MAP BOOK 1 ,PAGE 55 i• QTY OF CONCORD [phone] ~ 2. CONCORD TELEPHONE COMPANY T-8O0 781-2257 ' 3. WATER AND SEWER AUTHtlRITY OF CABARRUS COUNTY [phone]
4. N.C. DEPT OF TRANSPORTAIIQN BY: 5. SOUTHERN SELL TELEPHONE
7. AT&T rru,m" '""nlvm^, " DRAWN BY: EES
8. TELECOM USA [phone], 1-800-666-5303 9. M.C.I. 1-800-288-6295, 1-800-624-9675 CHECKED BY. EAB
PLAN 10.TIME WARNER CABLE (704 576-1202 ll.DUKE ENERGY 70) 12.PU8 C SERVICE COMPANY 1-800-634949 SCALE: AS SHOWN
SCALE; 1" = 40' 11SOUTHERN RAILWAY SYSTEM [phone]
14.UNION ELECTRIC COMPANY 1-800-422-4399 DATE: 4/12/10
NOTE., SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CAL, (FORMERLY ULOCO) PROJECT NUMBER: 2009-067
NORTH CAROLINA ONE CALL 1-800-632-4949
SHEET: 3 OF: 7

~rop~sed~
605 605
a, _ VORTH C3T30LT:dd . _ .
. . ; T~~B$
r;, ~ ~
_Q t~+.... _ . _ rt_..... . . Q ~ in
U - C~ _ _ _ _ . . _ ...w _ _ _ _ . . PREPARED BY
o ' 6°° EN~INEERfN~ DEPARTMENT
600 i~ . fV - ~i
_.w OC . _ . _ Cd'VS L....... I _ _ V1. . V - _ _ _ _ _ _ caTY o~ coNCORD
_ _ v. i......_... _ , . ,~,..as. _ , _ . ~ ~ ~n_oo. , . ,.,a ca . _ ~ _ ~ d ~ V-7 ~ ~ ifI M C`9 to PA. B0~ 308 CONCQRD N.C, 28026
iV WMC v;,E-'', d~~, ~,C0~0~ [phone]

+n F 595 ~ 595
z ~,N~.~o _ _ _ ~ ~ 1,
c~ ' ~ _ _ - - - x~~z rx ~ u._ _ . _ _ _ ~44~ ~ _ _ 4th ~ ?~~4e
E~SflN6-GRCUND- ' __1._... _
s._ . _ , _ ~ - g s~~
590 ~ ~ 17$77 ; s ~ ~
590 ' ' _ _
f~6fd~a' 4G7 ~~'`,ttv l'`e
~ dd ddl 11 It
I l tT~IlTeef'$ ,
R_ _ ,EXISTIN 12 SEWER Lt~E _ L.. i I ~ ' ~ ~ 585
585 ,
. ; s ._._`_...r.. _ w , tj,.... ..W...',..v_.
' o
s ~s u :~o
3.. a_ _ .
. a . _..e . ~ . -a~- _ . . t.....
580 ~ ~ ~ ...w...W.. 580
M 1. It is estimated that the main channel temporary dams will be in place for a
period of less than 3g days to provide conractor access to the lower part of
~ W _ . ~f _ - . _ _ _ the sewer easement far construction. The utility crossings are estimated to take less than a week to complete, and this installation will be performed
- ~ - - - - - only if there is no rain predicted. Should a minor storm event and
' overtopping ar washing of the dam occur during the 30-day construction Surveyors Seel
575 period, if necessary, the contractor shall re-construct tha temporary dam.
575 ~ I. I Should a major storm event be anticipated at any time during the 30-day construction, the contractor stroll breech the dam in advance ofthe storm.
570 570
565
565 50 27+00 27+50 28+00 ~
+50 23+00 23+50 24+00 24+50 25+04 25+50 26+00 26+50 19+00 19+50 20+00 20+50 21+00 2t+50 22+00 22
C01
PROFILE
~ HORZ: 1" = 44' SCALE: ,
VERT: 1 = 4
i l l
P T N OU T
d~ SEE DETAILS • \ ~ MP T
~ SEE DETAILS
PROPOSED M.H.:9 /
sTA:zl+za.aa RI.M:54I.00 A N EXISTING SEWER ~ l
c~ LINE
F., . ~ ~ EX1811NG CREEK BANK

EXISTPVG M.H.-(934} RIM:S88.63
J ~ i J N/F
/ ~ ~ 1 ~iA I JAMES R, KISER & JDDI WEDDiNGTDN KISER, WfFE
f9 WE[ J OC , PItN 5529-94-3895
PROPOSED 24"PVC ~ zt+oo TA DB 9001 PG 1$1 } TAX ID # 11-034-001$,00 m
I J ~ LfJ" LOTS 24 THRU 21, BLK, D
7 \ / M6 8xflo TBM: E EXiSt!(NG FENCE 36" \ MAP BODK 10, PAGE 56
R.R. SPIKE IN / ~
/ S ~ TREE J E%ISTINC SEWER 5 E T l 10 ELM sERNCES Ta BE SEE DETAILS
ELEV. 589,03 ~ nEa avER ra PRC~asED Ex(5TI~NG FENCE l
~~~~Q~ N QUTLET
~ ~ / 5 / SEE DETAILS ~ ,p, ~ ~ EXISTING M H. - {92I} SEE UETA4LS
t~ ~ Y ~ RIM:692A6
0 ~ o ~ Y std
.a , 5~, 2 2g,, ~ ~S l P T
~ ~ ~'xr r ~ ~ c, / ~ SEE DETAILS EXISTING M.H.- {904} I^ 2 CL~t, k~ 1~'' R1M:S91.99 z In p
~ ~
J ( EXISTING M.H. - (42b} P 5 ! cn ~
~ "Ra \ RIM:590Z5 SEE DETAILS EXIS iNG M.H. • {I003} / ~ r U
RIM:589.18 1 ® ~ E;~ISTINGM.H.-(1041) EXISAN6 GREEK BANK
0.45 / ro'D° RIM.~4 ~q~ l
~Fq %
~ / T I
I ' ~ PROPOSED M.H. rllr IO ~~~Q ~ --'"~''~p0s
l Cr} - - / ~ ~ STA,2a ~b,']1 2A
~ RIM:593.00 l f %ap ~ J ~Rr~, ' ~ zs+oa a7k D ~ ~ PROTEC110N CF EXISTING UTIU11E5
~ ~ ~ >V f62'b6'`~-~--~~~ ~ ~ 1 / ( B+ 2_7'; ~ V ~ 1WE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FEN2 THE EY,.4CT FlEID T 4. LOCAAONS OF ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY OTHER
/ ~ EXIST OD ~'~l(ER TBM: D i- CLAY UNDERGROUND AND OVERHEAD U1ILITY HEFQRE STARTING CONSTRUCTION. THE ~ / 3 j N OMISSION Fl20M OR THE HdCLt1SI0N OF UTILiTi' LOCATIONS ON THE CONTRACF DRAWINGS L~!
/ R.R. SPIKE IN ~ ~ 0 ~ i5 NOT TO 8E C~dSIOERED AS THE NONEXISTENCE Or OR A OEFlNITE LOCATION OF M" ~ / PRDPDSEI7 M.H. ~~'Is ~ ~ EXlS13NG UTIlltIES. IT SHALL $E THE RESPONSISIUTY ~ THE CONTRACTOR TO VERIFY
/ ~ 20" CEDAR TREE S r STA;?8+59,08 ~`t m p THE LOCATION AND DEPTH OF Ai.t. UNDERGROUND UTiL(T1ES ALONG 1HE ROU1E OF RIM:596.30 ~ ¢ WoRx.
NIF ~ E E 0 2 PpgE,D f 2~k~ / / 2q 148` BRI LEWOOD PROPERTIES, LLC ~'VC S THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT 6E COMPLETE} ~ MAY HAVE EXISTING UNDERGROUND OR OV€RHEAD UTILITIES IN THE CONTI2AGT V1gNITY.
/ 5529-95-8947 J ~ P.P. P,P. 1. CITY OF CONCORD (704} 920-5425 w
/ D$599$ PG 83 ~ TAX ID # 99-034-0Q99.10 r~, f P T N T \ ~tC3 2. CONCORD TELEPHONE COMPANY 1-800 781-2257 ~
J PIO LOT 4 LOTS 5 qr~R e~snlNC FENCE / SEE DETAILS EXIS1fINC FENCE ~ nanD ennu ~n r~er_c ~a ~ PRCfPRSF.TI M.H. ~I ] rtn.~„~ n ~a,~~ `-DRAINAGE DITCH +~~jD 4, N. DEPT OFETR~ANSP~t~p'n{XVOF GABARRUS COUNTY {704j 766-1783 s, sou~llE~rs aEL~ ra ePHaNe
I ~ DESIGNEQ BY: EAB
o-„ vvv . u ,.,v,.. w ^ (7~Y) = 55 t1RlVVLU vyt%i IvGTiiOGUGn STAZ+92,811 RIM:593.50 PIN 5529-95-4240 PROPOSED M.H. 9I2 tl. SUUlHhKNNhl INUUKYUKAItU 7. AT&T DRAWN BY: EES
/ TA.2~+9 RIM:43.Sfl D87723 PG 146 STA:25+53.16 RIM:600.41 / TEMP DITCH CROSSING 6. TELECOM USA [phone] 1-800-668-5303 R.R. SPIKE IN J 9. M.C.I. 1.800-286-6295. 1-600-624-9675 CHECKED BY: EAB
TAX 1D # 11-634-0019.00 RIM:593.00 SEE DETAILS LOTS 1 THRU 4, BLK. D 3EE DETAILS P.P S.E. SIDE 10. TIME WARNER CABLE 704 576-1202 11.DUKE ENERGY 704 938-5156
I ~ MAP BOOK 10, PAGE 56 ELEV. 693.62 12.PUBUC SERVICE COMPANY 1-800-632-4949 SCALE: AS SHOWN l 13.SOUTHERN RAILWAY SYSTEM [phone]
f 14. UNION ELECTRIC COMPANY _.1-800-422-4399 DATE: 4/12/10
PLAN SCALE: 1" = 40' NOTE. SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL (FORMERLY ULOCO) PROJECT NUMBER: 2009-067
NORTH CAROLINA ONE CALL 1-800-632-4949
SHEET: 4 OF: 7

VORTii C:~ROL1V~
~$65~118 ~rm6I~93~9)~;~'f8~~ ~,9if~S'S[,~
Pro osed~ 1
610 610 610 PREPARED B'(
ENGINEERING DEPARTMENT
CITY of GoNCORD
P.O. SOX 3Q8 CONCORD N,C. 28026
_
s TIC OVER c~~l szo-5425
605 d ~ A ~ , - 605 bas 6p5 spy

cat ~ .C., U ~ ~ ~ ti» ry : ~ W ~ ~ ~ ~ ' 9gg1891 ti tl q~i! !r `4`~~ ~ ~ pit
~ / ~dtl
~ f _ _ _ ~2q;~=
~ ~ a~ > ~ o tD ooh Ex STING GROUND , ' a t^. v7 q., `r? ~ . , 8 SSAi.
rn~ ,8 u1~t-'a ~w 0{rn~' 0 a ~Z~ 600 600 600 _ . , , 17577 I'n'+
cy u~ o: Ds m ~ 0 Epp Epp ~ < $ ~
_ _.....r . ~ Z ~ ~ L. 599 "sQ ~ C1tN~~~`~~~ . PROPOSED M . #13 (5 DIA. , ~ ~ l
_ ~ N F ST . 0+00 a _ S1'A 0 SE H ~-1 ~~-F4~ DIA,) ~~~~~~~~~~~~j4~«~~
STA:28 50.08 RIMS 5.95 RIM: 96.30 ,
~~~.n _ _ _ J $ _a INV IN:5$5.87 2 "DIP - _ ...II~V .589:328'' PVC
595 INV T 587 82 PVC Engineer's Seal 595 INV IN:587.48 "PVC - - .
595 INV OUT:S$5.67 2 "PVC 595 595
PROPOSEI? 14.Zb' of I5" DIF C .55%
. R)?STRAZNE ~JO~NTS
PROPOS ~8I.L}4'--of 2.4'"-IDI Q:59°Io _ . _ , . ~ _ . _ _ . _ _ _ -
ItESTRA D JOINTS _ ~ u . _ . _ .
' 590 590 590 _ _ _
_ 1-____. 590 59p
P P.11.19' Df VC.,.~ 3.06%_ _ _
Surueyor's Seal
' ' 585 585 585 _.___w~ _
5 Lfi, OF 30" x 0,3 2" . I 585 ' 585
PROPOSE _ - _ . „ _ -S ST1_. -ENGttSEMEN- PIPE . _ _ - . 44 LF. 0 30 x 0.312 «
PROPOSED i SCN S'E1... NCASEMENT! PIAE B DRY BORE W/ 17 D l i . . __G_RRIER P(PI: SE~_ -T:-fi}._,~ '
_ 7~ f.F. ~F 3 x 0.375 BY DRY E Vd/ 17 D,i. _ ~ ' __~'1.ST3...ENC S~EN.T.,PIPE
GARRI~R- PE {SEE SFIT, 6} ..PROPOSE 1~1$:Q~` of 15° I3IP 0.42% _ BY DRY BOR 25 D.(. RESTRAI EL7 JOINTS
_ ~ARRII:R PIP --{SEE....SHT. ~S) _ _ _ - _ _ .
' 580 Sao 580
2a+00 2$+54 29+00 29+54 30+00 30+50 31+40 31+54 32+00 32+50 33+00 00 580 580
-0+50 0+00 0+50 t+QO
PROFILE
PROFILE
SCALE: NQRZ: 1" = 40' I~
HORZ: 1" = 40' SCALE: ,
VRT: 1 - 4
' 0 t~
/ ~
TEMP BONE OUTLET / /
/ ~ SEE DETAILS DRAINAGE DITCH / ~ ~ ~i',~
r / IBM: A ~ R.R. SPIKE fN
NIF EXISTING M.H. - f506) EX15TiN6 P.P
JAMES R. KISER & JODI RIM:s48.I i ~ ~ ELEV. 59$.6$
WEDDINGTON KESER, N(lFE ~ FURR, JOHN R. & IVY D. PIN 5529-94-3895 t / / 3100 ZION CHURCH RD. OONCORD, NC €vr o. ca~ca~a, roc
/ DB 9001 PG 181 / PIN: 5529842778 77Ei
/ TAX fD # 11-034-0018,00 / ~ / PROPOSED M,H. 716 REAL ID:11.033-0017.20 STA;31+49.43 23.4 ACRES 0017.20 S
LOTS 20 THRU 21, BLK, D MRP BOOK 10, PAGE 56 RIM:598A0 E /
~ DRAINAGE DITCH
/ /
O / ~Q~ ~VV ~ ~
~
EXISTING M.H.- 04} ~ ~ C7 ~ ' ~ - -~'-~z+DO~. - 33+00 - ADD
Rftvi:591,79 IBM: B ~ l IK IN c~ti h S S S EXI T. t2" CL4Y S -1----- R.R. SP E ~ ~ Y S 5 1- r m
/ P.P. N.E. SIOE ~ 1zs°tt'42" ELEV. 596.28 ~ Dl~r / / - _ _
A N XI T1 R ~ 4
LINE , ,f~G / EXIST[NG M.H: (508} / ` ~ . . .
RtM:597.46 f `Y O S NOTES
r " / EX[STING M.H: (s01} ~ ~ L3
1tIM:595.$1 DRAINAGE DITCH - DRAINAGE DIrcH 1. h is estimated that the main channel temporary dams will be in place far a
PROPOSED M.H, ni5 period of less than 30 days to provide contractor access to the lower part of
4 STA:30+49.15 ~ ; PROPOSED \ ~ i RIM:596.50
- ~ 6fi LF, OF 30" x 0.312" - ~ f ~ SW STL. ENCASEMENT PIPE " x 0.312" the sewer easement for construction, The utility crossings are estimated to SEMEN T PIPE take less than a week to complete, and this installation will be performed
~ / - ST~I?~'G / ~ ~ BY ORY BORE W/ 17" D.I. W/ 17" D I only if there is no rain predicted. Should a minor storm event and
sa c, o ~ ' ~ ~ as4z1'1a" PST ~ GABBIER PIPE SEE 5HT, fi) SEE 5HT, fi) overtopping or washing of the dam occur during the 30-day construction O period, if necessary, the contractorshall re-construct ~;he temporary dam. ~
~ • - ELI ' \ ~ syi;~~ K4~ SEE DETAILS Should a major storm event be anticipated at any time during the 30-day p.
7 1 6XIS I'" T. 12 construction, the camractor shall breech the dam in advance of the storm. U
194'57' D / ` PROPOSED " \ LEI o
tt 44 LP. OF 34 x 0,312" ~
SEE DETAILS IS ~ 32" LA ~ r SW 511. ENCASEMENT PIPE a--- SO '~C} BY DRY BORE W/ 17" D.I> E=.p.
PR ~ / ~ 1 ° GABBIER PIPE SEE 5HT. N~ { KENNETH E. FURR
Pf X10 / 's ~ T r DRA NAGE D1TC PIN 5529.84.8550 ~
PROPOSED M I-I. R 13 ~ ~ ~ DB 517 PG 148 STA:28+50.08 / ~ \ TAX ID # 11-033-0617,10 ti
PROP, 8 F C ~ {SEE ALSO DB 435 PG 560) ~ PROTECTION OF £X[STING UTIIJTiES
NIF ~ ~ TR NG . 1 DONAL B. FURR THE CONTRAGT~€ SHAD. CONTACT THE APPROPRIATI: AGENCY FCR THE EXACT FlELD LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPH(~lE, T£L£bISION AND ANY OTHER
P ~ ` i' / PIN 552 85-0473 ENTRANCE ~`t UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE OMISSION FROM OR THE tNCLUSION OF UTIEJTY LOCATIONS QN THE CONTRACT DRAWINGS Lil
TEMP 12" RCP p DB 6738 G 119 , `,TAX (D # 11- 3.0017,54 ~ (S NOT TO BE CONSIDERED AS THE NONEXISTENCE QF OR A I~FINiTE LOCATION OF I-
INSTALLED IN DITCH r EXISTING 24/RCP ~ xoc PROPOSED M.H. #14 ~ LOTS 2 \ 1HE LOCATI~V~AND DEPTH OFBAll. UNDERGROUNDI UT1UTfES ALQNG TH£ ROUTE OF I~ C1 WORK.
~ cv ~ OK 5 PG 24 ~ ~ ~ 8TA:29f31.12 MAP BO TH£ FOLLDMING LISTING OF UTILITY COMPANIES (WHIG! MAY DR MAY NOT 8£ COMPLETE} ~ MAY HAVE EXISANG UNDERGROUND OR OVERHEAD UTIE.ITlES tN THE CONTRACT VICINITY,
CITY OF CONCORD ~ ' ~ RIM:596,50 R P R PIT 1. GTY OF CONCORD (7O4} s20-542$
30' WIDE UTILITY EASMENT ~ • 40'X20' / ~ , DB 6729, PG 124 ~ 2 CDNCt3tD TELEPHONE COMPANY t-SOD 781-2257 3. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY [phone]
FROFOSED M.H.~13A 4. N,C, DEPT OF TRANSPORTATION DESIGNED BY: EAB 5. SOUTHERN BEET TELEPHONE
~ STA:0+11.19 ~
4~G RIM:595.95 7, AT&T CFINNt.I INUUKM'UKAlLU DRAWN BY: EES
8. TELECOM USA [phone] 1-800-868-5303 9. M.C.I. '1-800-288-6295,1-800-524-9675 CHECKED BY: EAB
PROPOSED r~~~N 10. TIME WARNER CABLE [phone] 11. DUKE ENERGY 17-PUSUC SERVICE COMPANY -1-(704)800-632-4949 SCALE: AS SHOWN
70 PLF. OF OSED 36" x 6.375" SCALE. 1" = 40' 13.SOUTHERN RAILWAY SYSTEM [phone]
SW STL. ENCASEMENT PIPE BY DRY BORE W/ 25" D.I. 14.UNION ELECTRIC COMPANY 1-800-422-4399 DATE: 06/09/10
CARRIER PIPE (SEE SHT. 6) NOTE. SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CAL. (FORMERLY ULOCO) PROJECT NUMBER: 2049467
NORTH CAROLINA ONE CALL 1-SO4-832-4849
SHEET: 5 OF: 7

1 /4>' R-1 j2 O.D.
PIPE BARREL NOTES: y0R7H CiR6L1:VA
21" MAX. 1. VENT PIPE SHALL BE ~~fd ~ ~9YC>~' iL~ba~ SHALL BE IN ACCORDANCE
CI~'ICATION SECTION 02605.
WITH SPECIFICATION SE
ELEV SHOWN ON PLANS 2. VENT OPENING TO P03 :KING TO P03NT DOWNSTREAM
CORE HOLE FOR ENFLUENT 1'-0" RBOVE 100 YEAR PREPARED ~Y
D!P WiTH CORING MACHINE FLOOD PLAIN 3. TWO 3" X 3/8" STEEL 3/8" STEEL STRAPS, AND ENGINEERING DEPARTI~IENT
„ ND INSTALL FLEXIBLE 5/8" X 4" EXPANSION 5 -0 MIN. RUBBER COUPLING. EXPANSION ANCHOR BOLTS CASING PIPE 9 1 CITY OF C®NGORD
AS. SHALL BE USED TO SI USED TO SECURELY ANCHOR 1 PA. BOX 305
SEE NOTE ~5) VENT. C®NCORD N.C. 25026
~ 4. THE FOLLOWING TABLE OWING TABLE SHALL BE USED 2 2 4744) 920-5425
- TO DETERMINE THE LE 'MINE THE LENGTH OF THE
° STRAPPED LEG: LEG: B
A A 14nX2'" z STAINLESS STEEL C PRIPE R 45~ ~ C 6,y`~caoasraaaara
STRAP WITH ~
a 2 ANCHOR BOLTS HEIGHT OF IGHT OF LENGTH OF ~ ~ ,°~•~~Qpe"a,~aro
B VENT PIPE B ~ NT PIPE STRAPPED LEG 4 4 ~
3 - s ~t
~ SECTION B-B UP TO 6.00' TO 6.00' 3.00' , » ~ ~ ~ ~~~7 -
~ 6.01' TO 8.00' ' TO 8.00' 4.00' ?
~ 8,01' TO 10.00' 10.01' TO 12.00' TO 10.00 5.00 2 2 1 oa;~~a~ TO 12.00 6.00
OVER 12.01' :R 12.01' 7A0'
ELEVATION
~ _ Engineers Seal
4" MIN CLEAR ~ ~ [ '-11 o I ( I I FROM JOINT ~ z ' SEE FIGURE 2
(ABOVE OR ~ w
BELOW) vi
GUT CARRIER FIFE CASING PIPE DIMENSIONS
TO FIT RAILROAD HIGHWAY
DIP NOMINAL DIA. 0. A, 0. D. WALL 0. 0. WALL
1/2 PIPE LD. 6" 6.3©" 12.75" .250" 12.75" .788" 11" 11/4" 5j8"
8" 3.05" 18" .372" 18" .250" 16 1/2" 2 1/4" 1"
3~8" 12" 13.20" 24" .406° 24" .250" 22 1 /2" 3" 7 1 /4"
STEEL CAP 15" 17.40" 30" ,500" 30" .312" 281/2" 31/2" 11/2"
- ~ 24" 25.80" 36" .5625" 36" .375° 34 1/4" 4" 2"
~a~ Zia Surveyor's Seal
_z~ ~ NOTES: PIPE SUPPORT ASSEMBLY MARK NUMBER
NOMINAL DIA. 1 2 3 4
PVC 1, PIPE FOR INSIDE DROP SHALL BE 35 PVC CONFORMING TO 6" 8" x 2" x 1/4" PL 6" x 1 1/2" x 7/4"PL 6" x 1 f4"PL 3/8" NUT & BOLT o
1~~,~ X 2,~ ASTM SPECIFICATION D3O34. 8" x 3" x 1/4" PL 6" x 3 1/4" x 1/4"PL 6" x 1/4"PL 1/2" NUT & BOLT
STAINLESS STEEL 2. BOTTOM BEND TO BE 9O" SHORT BEND, BELLSPIGOT, RESHAPE OF SDR 35 PVC. SPIGOT OF BEND TO REST DIRECTLY ON 12" 8" x 4" x 1/4" PL 6" x 3 5/8" x 3/8"P 6" x 3/8"PL 1/2" NUT & BOLT
fNVERT STRAP WITH EXISTING SHELF. CONSTRUCT MASONRY TROUGH FROM DROP 15" 8" x 4" x 3/8" P 6" x 4 3/4" x 3/8"P 6" x 3f8"PL 1/2" NUT & DOLT
2 ANCHOR BOLTS EFFLUENT TO MAIN CHANNEL. 24" 8" x 4" x 3/8" P 6" x 5 1/2" x 3/8"P 6" x 3/8"PL 1/2" NUT & BOLT
SECTION A-A DETAIL 3. NOTCH BELL OF PVC DROP TO ACCEPT DIP SPIGOT A5 SHOWN. 4. LOCATE STRAPS AT PEPS BELL AND ABOVE BELL OF 9O' BEND
AS SHOWN. ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM
SPACING OF FOUR FEET.
TYPICAL I~JSIDE DROP MANHOLE 5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. VENTED MANHOLE DETAIL SPIDER~CASfNG DETAIL -FIGURE ~ NOT TO SCALE
NOT TO SCALE IN5TRLL FLEXIBLE RUBBER COUPLING. NOT T4 SCALE 6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT 1 SEE FIGURE 1
WITH INSIDE DROP. 2
3
N~
4
WoRI< ZONE ~
F RW ~ ~ CARRIER PIPE
U WIDTH VARIES ~ z 5' (MIN) z 4
84RE PIT 5~ (MIN) RECEJVING SEE PLANS P!T
SEE PLANS 2
~ z d o ~ ~n a
~I ~ ~ M
- S~LT~E- - - -
1" 6" 1"
~COAIED STEEL ENCASEMENT REFERENCE
WSACG DETAIL M2.O "CASING SPIDER" END wALL END WALL 8"
RESTRAINED PUSH-ON TYPICAL
JOINT cA~R ~Ip~ NCDOT BORE I}ETAIL
(NTS) r
m
5' MIN BEYOND NaTES:
SHOULDER PAVEMENT SHOULDER TOE OF SLOPE 1- CARRfER PIPE IS RESTRAINED PUSH-ON JOINT DJ.P. PROUlDE TWO SPIDERS
5' MIN BEYOND TOE PER JOINT. 2- CASING PIPE MATERIAL IS STEEL.
OF SLOPE, OR 5' ¢ 3- SPIDERS SHALL BE STAINLESS STEEL.
MIN. BEYOND EO,P. ~ o w 4- ALL NUTS, BOLTS, AND WASHERS SHALL BE STAINLESS STEEL. 5- ADJUST HEIGHT OF SPIDERS AS REQUIRED TO MAINTAIN SPEGIFiED SLOPE.
x ' ~ 3'-O" MIN RESTRAINED 6- CASING PIPE NOT SHOWN.
PUSH-ON JOINT END WALL END WALL DUCTILE IRON 7- LEGS ROTATED OUT OF POSITION FOR CLARITY.
CARRIER P3PE
5~ z a
i=
SPIDER /CASING DETAIL -FIGURE 2 NOT TO SCALE U
COATED STEEL ENCASEMENT REFERENCE lil
1 /2 GU. YD. GRAVEL WSACC DETAIL M20 "CASING SPIDER" FDR DRAINAGE O
TYPICAL
PIPE CROSSING UNDER HIGHWAYS {firs)
D 8"
GENERAL .NOTES: 1. SEE DRAtMNGS FOR LOCATION, SIZE AND LENGTH OF
STEEL PIPE CASINGS. CASING PIPE ~ 2. INSTALL TWO (2) 1-INCH DRAINS EACH SIDE OF CARRIER
AIDE IN DDWNHILL END WALL CARRIER PIPE a
3. ENCASEMENT PIPE (S TO EXTEND OUTSEDE OF THEORETiCAt 1;1 SLOPE FROM EXfSTING OR PROPQSED ~ w
EDGE OF PAVEMENT AND 5 FEET BEHIND THE CURB AND/OR 5 FT BEYOND THE TOE OF THE SLOPE 4
4. ALL EXCAVA710NS SHALL BE OUT~DE THE PROJECTED 1:1
THEORETICAL SLOPE FROM EDGE OF PAVEMENT (E.O.P) wEEP HGLEs lJNE OR A MII~MUM OF 5 FEET FROM THE EDGE OF SEE NDTE 2 1 PART PDRTlN+1D CEMENT
PAVEMENT TO THE NEAREST EDGE OF TRENCH. TYPICAL 2 PARTS SAND
5. ALL TRAFFlC WILL BE EXCLUD® FROM THE 1:1 SLOPE END WALL SECTION D = DtA. of CASING PIPE AREA UNtiL 6,4OKFlLL 15 COMPLETE (\TS)
8. 1N ANY E4EN1' SHOULD THE 1:1 SLOPE AREA BE UNPROTECTED, AOTIVE SHORING (SHEET PILINGS, SOLDER w
PILES AND/OR LAGGING, ETC) SHAI1 MEET THE APPROVAL
OF NCDOT DIVISION ENGINEER. ClE51GNEd 8Y: EAB
7. ACTIVE SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARD 1928 SUBPART "P" OR AS AMENDED. DRAWN BY. EES
8. RESTRAINED PUSH-ON JOINT DUCTILE IRON CARRIER PIPE CHECKED BY: EAB
SHALL E)(TEND THROUGH NCDOT ROW AND CASING PIPE ASSEMBLY. SCALE: AS SHOWN
9. SEE WSACC DETAIL M2.0 "CASING SPIDER" FOR CASING PIPE AND SPIDER REQUIREMENTS.
DATE: 06/09/10
PROJECT NUMBER: 2009-067
SHEET: 6 OF: 7

~ 5EDIMENT FENCE ENVIRONMENTAL PROTECTION THE FOLLOWING SCHE TEMPORARY DIVERSION DITG CONSTRUCTION AND MAINTENANCE )LLOWiNG SCHEDULES SHALL BE USED FOR RESEEDING DISTURBED AREAS: SEDIMENTATION AND EROSION CONTROL LEGEND
CONSTRUCTION AND MAINTENANCE ~ ~GL~ CHANNEL, GRASS-LINED
STUMPS 3. CONSTRUCT THE SEDIMENT BARRIER USING A SYNTHETIC FILTER FABRIC OF AT LEAST SEDIMENTATION AND EROSION CONTROL OUTFALLS 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, ~ 95~ BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERI1FIED BY THE
AND OTHER OBJECT1ONABLE MATERIAL MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6481. ALL EXISTING SENSITIVE LAND FEATURES AND STRUCTURES SHALL BE PROTECTED FROM 1-CE ~RR~ CHANNEL, RIP-RAP & PAVED v a ~ I~ c n x a L t:a
2. ENSURE THAT THE MINIMUM CR055 SECTION MEETS ALL DESIGN SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS RNO EROSION AND SEDIMENTATION, (TENS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT A DS STEEP SLOPES 4R P00 REQUIREMENTS, STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE LIMITED TQ, ALL DOWNSTREAM PROPERTY, NATURAL WATERWAYS, STREAMS, WETL N , SLOPES 4R POOR SOILS AND LOW MANTENANCE fjg~~g ~-~~ggg~g~g,r ~9/r4t! CHECK DAM °B~BB~
3. ENSURE THAT THE TOP OF THE DIKE !S NOT LOWER AT ANY CONSTRUGTfON LIFE AT A TEMPERATURE RANGE OF 0 TO 124 F. YARDS, LAKES RND PONDS, CATCH BASINS, DRAINAGE DITCHES, ROADS, GUTTERS, AND MIXTURE RATE (LB/ACRE) ******~w******************z*************
SIGN ELEVATION PLUS THE SPECIFIED MIXTURE POINT THRN THE DE 2. ENSURE THAT POSTS FOR SEDIMENT FENCES ?,RE 9.33 LB LF STEEL WITH MINIMUM NATURAL AREAS, TALL FESCUE SETTLEMENT. / ALL FESCUE 140 I TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT LENGTH OF 5 FEET, MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO I ~ BY THE SERICEA LESPEDE ERICEA LESPEDEZA 34 SRS; CONSTRUCTION ROAD STABILIZATION OBE LESPEDEZA 14 PREPARED
GRADING AND CLEANOUT. FACILITATE FASTENING THE FABRIC. SOIL EROSION AND SEDIMENTATION CONTROL SHALL $E PROVIDED AND MA NTAIN KOBE LESPEDEZA MACHINE RE THE RIDGE IMMEDIATELY RFTER GONSTRUGi10N, CONTRACTOR, AT HIS EXPENSE, THROUGHOUT THE LIFE OF THE CONTRACT AND DURING THE n. VEGETATE SS THAN 30 WORKING 3. ENSURE THAT THE HEIGHT OF THE 5EDIMENT FENCE DOES NOT EXCEED 24 INCHES CONTRACT WARRANTY PERIOD, FOR ALL AREAS THAT ARE GRADED OR DISTURBED AS A RESULT SEEPING DATES
UNLESS IT WILL REMAIN IN PLACE lE DAYg, ABOVE THE GROUND SURFACE. [HIGHER FENCES MAY IMPOUND VOLUMES OF WATER OF THE CONTRACTOR'S WORK ACTIVITY. CONTROL MEASURES SHALL CONSIST OF APPROVED FALL SEEDING DATES BEST POSSIBLE -'"'D-b DIVERSION (PERMANENT} ENGINEERING DEPARTMENT BALL AUG. 25 -SEPT. 15 AUG. 20 - OCT. 25 --•.TD-• DIVERSION (TEMPORARY} CITY ® C®NG®RD
6. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.] PRACITCES FOUND IN THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL LATE WINTER ATE WINTER FEB. 15 -MAR. 21 FEB. 1 APR, 15
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM T TO TH NTH OF AND A5 SHOWN ON THE CONSTRUCTION DRAWINGS AS APPROVED BY THE N.C. DEPARTMENT OF DROP INLET PROTECTION, FABRIC P.Q. BQX 308 NOTES CONCORD N.G. 28026
THE FLOW AREA AND REPAIR ANY DAMAGE, WHEN 4. CONSTRUCT THE FILTER FABRIC FRAM R CONI1NUOUS ROLL CU E LE G ENVIRONMENT RND NATURAL RESOURCES DIVISION OF LAND RESOURCES AND INSTALLED AS SUCH. SEEDING NOTES CONSTRUCTION AREA 1S PERMANENTLY STABILIZED, REMOVE TH£ BARRIER TO AVOID JOINTS, WHEN JOINTS ARE NECESSARY, SECURELY FASTEN 1, FALL IS THE BEST F .IS THE BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING ® DUST CONTROL (704}92D-5425
RIDGE AND CHANNEL AND BLEND TO NATURAL GROUND LEVEL THE FILTER CLOTH ONLY RT A SUPPORT POST 1MTH 4 FEET MINIMUM OVERLAP TQ IN THE EVENT THAT LOCAL CONDITIONS CHANGE TO RENDER DESIGNED SEDIMENTATION AND OF KOBE LESPEDEZA COBS LESPEDEZA OVER FALL SEEDED TALL FESCUE !S VERY EFFECTIVE. :R AUG. 15, USE UNSCARIFIED SERICEA SEED. FILTER DAM
RND APPROPRIATELY STABILIZE< THE NEXT POST. EROSION CONTROL INEFFECTIVE, THE CONTRACTOR SHALL IMMEDIATELY NO1TFY THE DIRECTOR 2. AFTER AUG, 15, USE RE A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND SUBSTITUTE .yx~
5. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY OF ENGINEERING FOR A FIELD CHANGE DISPOSITION, 3. WHERE A NEAT APP TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BERMUDAGRASS AT vIUDAGRASS AT 15 LB/ACRE. USE ONLY WHERE BERMUDAGRASS WILL NOT BECOME GC GROUND COVERS
BOTTOM OF THE TRENCH, FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE AFTER DISTURBED AREAS ARE STABILIZED AND ALL TEMPORARY MEASURES REMOVED, THE A PEST AND ONLY! EST AND ONLY UPON THE APPROVAL OF THE DIRECTOR DF ENGINEERING. q}4i""'~f,, NEEN MAY 1 AND AUG. 15 ADD 14 LB/ACRE GERMAN MILLET OR 15 LB/ACRE ® INLET PROTECTION, BLOCK & GRAVEL GA "ij~" .
UPSLOPE SIDE OF THE FENCE POST, WIRE OR PLASTIC ZIP 11ES SHOULD HAVE A SEDIMENT SHALL BE SPREAD IN A MANNER NOT TO ADVERSELY AFFECT PROTECTION 4. BETWEEN MAY 1 ANl REFERENCE DETAIL BELOW MINIMUM 50 POUND TENSILE STRENGTH. PROCEDURES AND THEN THE AREA SHALL BE SEEDED AND MULCHED. OTHERWISE, SEDIMENT IS SUDANGRAS5. PRIG ANGRA55. PRIOR TO MAY t AND AFTER AUG. 15, ADD 44 LB/ACRE RYE GRAIN. °;°'~g" ~
6. WHEN A WIRE MESH SUPPORT POST IS USED, SPACE POSTS AT A MAXIMUM OF $ TO BE DISPOSED OF BY HAULING AND SPREADING AS DETAILED 4N THE DIVISION OF LAND DER ~ OUTLET STABILIZATION STRUCTURE ~i~~:,~.'
T P O DBE DRIVEN SECURELY INTO THE GROUND TO A RESOURCES APPROVED SEDIMENTATION AND EROSION CONTROL DRAWNGS. FERTILIZER FEET APART. SUPPOR OST SH UL APPLY LIME AND FERTTI LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 75 LBS. PER RR RIP-RAP SEAL Qpv
2 MIN,-- MINIMUM OF 24 INCHES. 1440 SQ. FT. GROUND Q. FT. GROUND AGRICULTURAL LIMESTONE & 40 LBS PER 1444 SQ. FT. 5-14-10 FERTILIZER. ROCK DAM "s ~~/.}°q, 1677 $ ~
2:1 SLOPE FOR FLATTER} 7. EXTRA-STRENGTH FILTER FABRIC tMTH 6-FOOT POST SPACING DOES NOT REQUIRE A PROTECTION OF WETLANDS N~LFEBIII,17 -R SHAL E COMPACTED SOIL WIRE MESH SUPPORT FENCE, WIRE THE FILTER FABRIC DIRECTLY TO THE POSTS, ALL AREAS SHOWN AS WETLANDS ON THE CONSTRUCTION DRAWINGS SHALL BE PROTECTED BY
SEDIMENT BASIN ,,P,°a'•~~~~~"1,oa``"C~~«~
H APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE DIRECITONS GIVEN ON THE PLANS AND ALL WORK bMTHIN THESE AREAS SHALL BE iN MULCH 8. EXCAVATE A TRENC APPLY 4,40Q LB/ACR PROPOSED LINE OF P05TS AND UPSLOPE FROM THE BARRIER. PLACE 12 INCHES QF ACCORDANCE WITH PROVISIONS AS SET FORTH IN THE ARMY CORPS OF ENGINEERS 4O4 PERMIT, SLOPE TO h MATERIAL, TACK BY f 4,400 LB/ACRE GRAIN STRAW, OR EQUIVILENT COVER OF SUITABLE MULCHING SEDIMENT FENCE {SILT FENCE) A ~`aksspc° gggB1'D~ ZIAL TACK BY USING ~AEROSPRAY OR EQUAL, ROVING DR NETTING, NETTING IS TO BE
THE FABRIC ALONG THE BOl'TOM AND SIDE OF THE TRENCH. BAGKFILL THE TRENCH THE N.C. DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 4Q1 PERMIT/GERTTfIGATION, SENSITIVE AREA ` USED ON STEEP SLOP ON STEEP SLOPES AS DIRECTED BY THE CONSTRUCTION DRA4MNGS. NOTE: LESSER AMOUNTS ~ SEDIMENT TRAP (TEMPORARY) 1
IMTH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT, THOROUGH COMPACTION AND THE DIVISION OF LAND RESOURCES` LETTER OF APPROVAL. , OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. OF STRAW MAY BE U, RAW MAY BE USED W11'H MECHANICAL SPREADERS. PS SEEDING {PERMANENT} Engineers Seal
9. STEEL POSTS TO BE USED ONLY. WOODEN POSTS NOT ALLOWED. SEEDING, GROUND COVERS, AND MULCHING MAINTENANCE ~aNCE
MAINTAEN POSITIVE GRADE 14, DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. RESEED, FERTILIZE AND FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTIUZE AT END OF TS SEEDING {TEMPORARY}
6' TYPIGRL ITCH AREAS DAMAGED BY CONSTRUCTION WORK SHALL $E RESTORED TO A GONDIT1QN APPROVED BY WARRANTY PERIOD IF i iN D 11, INSPECT STRUCTURE EACH WEEK AND AFTER SIGNIFICANT RAINFALL. MAKE REPAIRS THE DIRECTOR OF ENGINEERING BY WORKING, FERTILEZING, SEEDING, AND MULCHING. ~#TY PERIOD IF GROWTH I5 NOT SATISFACTORY TO THE DIRECTOR OF ENGINEERING.
(1.0~ GRADE MAX.) IMMEDIATELY, REPLACE BURLAP EVERY 64 DAYS. SEDIMENT IS TO BE DISPOSED OF _ PROPERLY. WHEN CONSTRUCTION AREA HAS BEEN PERMANENTLY STABILIZED, REMOVE: H B DONE WITHIN FIVE 5 DAYS RFTER TH£ INITIAL GROUND DISTURBANCE, ~ ti:J MULCHING
Y EARTHEN DIVERSION DIKE WITH TRAPEZOIDAL DITCH SEEDING S ALL £ GENTLE SLOPES, AVERF T£MPORAR STRUCTURE AND UNSTABLE SEDIMENT. SMOOTH, BLEND, AND STABILIZE AREA. THE BED SHALL BE PREPARED BY PULVERIZING THE SOIL TO A DEPTH OF THREE INCHES. SLOPES, AVERAGE/GOOD MOISTURE RETENTION AND LOW MAINTENANCE ~P~ STREAM CROSSING (PERMANENT}
TILLAGE SHALL CONTINUE UN11L AWEATHER-PULVERIZED, FIRM, AND UNIFORM SITE IS PREPARED MIXTURE MIXTURE RATE (LBjACRE} ~T~ STREAM CROSSING (TEMPORARY)
CONFORMING TO ADJACENT PROPERTY. THE SOIL MUST BE LOOSE ENOUGH FOR WATER TALL FESCUE GRADES OF TEMPORARY DIVERSION DITCHES TO FALLOW NATURAL SLOPE QF GROUND, INF€LIRATION AND ROOT PENETRATION, GOOD DRAINAGE MUST BE PROVIDED AND VISIBLE ALL FESCUE 80 STREAM BANK STABILIZATION VEGETATION
18" MAX. PONDING tMLL NOT BE ALLOWED. ALL STONES, ROCKS, STICKS, RUBBISH, AND OTHER SERICEA LESPEDE ERICEA LESPEDEZA 24 ~ { ) .OBE LESPEDEZA 10 STREAM BANK STABILIZATION {STRUCTURE}
SPECIES. ~ 7 OBJECTIONABLE MATERIAL SHALL BE REMOVED PRIOR TO FERTILIZATION. THE H OF THE KOBE LESPEDEZA * PLAPtTEO VEGETATIVE DOVER SHALL BE WET AREAS P ~oa~.,,~ SOIL SHALL BE NON-TOXIC TO THE SEED MIXTURE, PLANT SMALL GRAINS NO DEEPER THAN SEEDING DATES
, ° 1 INCH AND GRASSES/LEGUMES NO DEEPER THAN 1/2 INCH. PLANTING IS TO BE UNIFORM FALL SEEDING DATES BEST ~ POSSIBLE FALL AUG. 25 - SEPT, 15 AUG. 20 - OCT, 25 ® TREE PROTECION
IN SCATTER PATTERN. LRTE WINTER LATE WINIER FEB. 15 -MAR. 21 FEB. 1 -APR. 15 ~ yyB-- WATER BARS (ROW DIVERSION)
COMPACTED 3 NOTES ® TRACKING
FILL SEEDING NOTES IS BEST FOR TALL FESCUE ANO LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF Suiveyor'S Seal
TEMPORARY DAM F R UTILITY P! E R S LNG 1. FALL IS BEST FOR T~ STEEL PAST - KOBE LESPEDEZA OV LESPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFECTIVE.
STONE OUTLET ~ 2. AFTER AUG. 15, USE AT SEDIMENT FENCE ~ S~ p COMPACTED ~ 3.WHERE A NEAT APPE R AUG. 15, USE UNSCARIFIED SERICEA SEED. E A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND INCREASE KOBE
~ ~ FILL ~ LESPEDEZA TO 44 LE EDEZA TO 40 LBjACRE. ffi
' ~ ~ GLASS B 4. BETWEEN MAY 1 RND A ~°~~~x SEDEMENT;~'~ ~k ~a~, - r^ . 'EEN MAY 1 RND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE ~NGRASS. PRIOR TD MAY 1 OR AF1ER AUG, 15, ADD 40 LB/ACRE RYE GRAIN. GRAVEL CONSTRUCTION ENTRANCE, EXIT
~ APPROPRIATE SUDANGRASS. PRIOF t~ ~ CON TROL ~ „ ti a S.IN WETLAND AREAS, ,~~~Yx`t~'~r4' ~k~;~;~~. , 8 ~ , DIAMETER :TLAND AREAS, RESEEDING/REPLANTING SHALL INCLUDE ENDEMIC PLANT SPECIES TEMPORARY,
~ ~ ~ ,.STONE ~ ~ yes ~ ~r - ' - POST HDPE PIPE USE NCDOT ABG STONES SUCH AS SMAR1'WEEt ~?.~Rr~'~,fix,+~?Y~;~cr~rY~'~,~'x~,~,"°tr rk<~ , _ . , I AS SMARTWEED, FALSE NETTLE, CATTAIL SEDGE> SEDGES AND OT1iER PLANTINGS AS !MMENDED BY THE N.C. WILDLIFE RESOURCES COMMISSION AND THE N.G. DEPAR1TviENT USE ABC STONE
_ _ CREEK TO CHOKE RIP-RAP RECOMMENDED BY TF OF ENVIRONMENT ANI NViRONMENT AND NATURAL RESOURCES. PERENNIALS SUCH AS FESCUE ARE 6" TT•IICK
EXTEND FABRIC & WERE _ PROHIBITED. TOP 6" IIBITED. TOP 6' T4 12" OF 1RENCH TO BE BACKFILLED Wi ORIGINAL TOPSOIL FROM TRENCH. i2' WIDE (MIN.} 54' LONG (MIN.}
SILT FENCE INTO THE TRENCH 4 SILT FENG£ STRUCTURAL TEMPORARY CLASS I FERITL#ZER
~ STONE RIP-RAP ROCK DAM APPLY LIME AND FEf L#ZER ~Op,O Y LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 75 LBS PER P~~~~C
BE CLASS "B" STONE #57 STONE W=5' MIN. SEDIMENT CONTROL STONE SHALL 1000 SQ,FT. GROUND SQ.FT. GROUND AGRICULTURAL LIMESTONE & 40 LBS PER 1400 SQ. FT. 5-10--14 FERTILIZER.
FOR EROSION CONTROL PURPOSES. NO FERIIUZER SHALL ERTTLIZER SHALL BE PLAC V~jI~V T`EN ~Ql FEET. OE STREAMS.
>~EW I~ Pi,R,~ ~,~'~PLACEMENT STRUCTURAL STONE SHALL BE TOP - H `~o.
- DED ON A NON BIODEGRADABLE MULCH NO. 57 STQNE. 1. EACH RIP RAP PLACEMENT SHALL BE BED HDPE GATE VALVE, APPLY 4,000 LB/AC6 A FILTER FABRIC, IF NECESSARY MATERIAL, TACK BY Y 4,400 LB/ACRE GRAIN STRAW, OR EQUIVILENT COVER 4F SUITABLE MULCHING ~r2 TRIAL. TACK BY USING ®AEROSPRAY OR EQUAL, ROVING OR NET"nNG. NETTING IS TO BE
NOTE: FOR THIS PROJECT RLL WEIR LENGTHS WEIR LENGTH PLACEMENT OF RIP-RAP SHALL IMMEDIATELY FOLLOW THE INSTALLATION USED ON STEEP SL01 ON STEEP SLOPES AS DIRECTED BY THE CONSTRUCTION DRAWINGS. NOTE: LESSER AMOUNTS
TO BE 4 FT VARIES OF THIS FABRIC. KEEP VOIDS TO A MINIMUM AND FORM A DENSE WEATHER- OF STRAW MAY BE L GRADED MASS OF RIPRAP. DO NOT DISLODGE THE UNDERLYING FILTER FABRIC. 1RAW MAY BE USED WITH MECHANICAL SPREADERS. 6" MIN.
SILT FENCE r"~ ~ ~a'` y ~ ~ Fx r , ~ COST OF THE FILTER FABRIC SHALL BE INCLUDED IN THE COST OF THE RIP-RAP ~ ~ F~ '~fY i , i il '~~'~L'il ~ ~ i i' ~f r-~, PLACEMENT. UTILITY P{PE MAINTENANCE tENANCE ~
'E I ' IL? r & POST ~ i ~ I~~, ~I FERILIZE AI :;,;I, ~~,-I ~ i 2. MAXIMUM STONE SIZE bYHEN USING 8-INCH d54 WILL BE 12 INCHES RESEED, ED, FERT1LIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTILIZE AT END OF
;,I~~~; SILT ~a~i~r: SILT J I~~)`'~ AND THE MINIMUM THICKNESS OF THE RIP-RAP LAYER SHALL BE WARRANTY PERIOD IF IFF.NCc r--; ?~,r~, FENCE, 'ri; ;ANTY PERIOD IF GROWTH IS NOT SATISFACTORY TO TIDE DIRECTOR OF ENGINEERING. \ ~,,N•
SEDIMENT " ~ ~ II~,'~~,, ~i,L'~i~~,;, 18 INCHES. CONTROL ~ 1-6 ~ ~ „ ~ 1`-6" ~r~ 3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED Z,Q
STONE MIN. ~ MIN. ~ ! HORIZONTAL TO 1.0 VERTICAL. FINISHED GRADE OF THE RIP-RAP _ AD~DES ABC ~ STONE
2 IS TO BLEND WITH THE SURROUNDING AREA. 3-CED ~<0 1 I""" 3' 4. INSPECT RIP-RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES GRASS PULLOVERS, ASS PULLOVERS, SIDE DITCHES, AND HIGH MAINTENANCE
MAX. ~ESPEGIALLY AFTER SEVERE STORMS) AND WEED/BRUSH GROWTH.
MIXTURE MIXTURE RATE (LBjACRE)
~ ' TRUC1URAL REFERENCE DETAIL BELOW H=4' MIN. TALL FESCUE 1 S TALL FESCUE 240 (4-5 LB f 1444 SQ. FT} RIP-RAF APRON
STONE SEEDING C SEEDING DATES___...~-__.,..J3EST.____.,._ ~POSSIBLE.,_._._~
" FRONT VIEW FALL I. FALL AUG. 15 -OCT.
SECTION A•-A HDP£ PIPE WINTER WINTER AVOID SEEDING NOV. TO JAN. FEB. 15 -APR. 15
SEEDING NOTES T W=5' MIN. CLASS IRIP-RAP 1. If SEEDING MUST :DING NOTES (SEE NOTE 1.)
HALF-RING INLET PROTECTION FILTER CLOTH MIN. A ~ USE A CHANNEL SEEDING MUST BE ACCOMPLISHED DURING WINTER, ADD 44 LBjACRE RYE GRAIN AND ISE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECION. P- w
GATE V L STORM DRAIN R
9.5 T HDPE PIPE FERTILIZER a ~ MIN, H=4' MIN I F UTILIZER
APPLY LME AND PLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 75 LBS PER
9000 SQ, FT, GROI INLET OPERATE 11LLAGE I )O SQ. FT. GROUND AGRICULTURAL LIMESTONE & 40 LBS PER 1404 SQ. FT. 5-10-10 FERTILIZER. ERATE 11LLAGE EQUIPMENT ACROSS SIDE DITCHES. (~0 FERTILIZER. SHALL BE PLACED
THE DIAMETER OF 111E LARGEST STONE SHALL EXCEED 1.5 WITHIN TEN (101 F IMN TEN ~~Q,} jEE,I STREAMS,. t~P RAP APRON
FLOW TIMES THE SIZE OF TIME RIP-RAP. (12" FOR 8" d54) MINIMUM NCDOT ABC STONE THICKNESS (T} SHOULD BE 1.5 11MES THE MAXIMUM STONE MULCH ''LCH SIZING DIMENSIODIS
DIAMETER, BUT IN NO CASE LESS THAN 6". UTILITY PIPE MATITNG MATERIAL ~TTING MATERIAL {JUTE/EXCELSIOR MATTING) SHALL BE USED TO COVER THE SIDE DITCH PIPE D5o w ~
~Q,~STRUC110N EOUENGE - OP N CUT STREAM CHANNEL UP TO TI ANNEL UP Tp THE HIGHEST LEVEL OF CHANNEL FLOW. SECURE AGAINST WASHING. IN Dla. 42" 8' 1O' 12' ET]
T P RFORMED AT LOW FLOW COND1110NS. OTHER AREAS USE WORK 0 BE E HER AREAS USE 4,040 LB/ACRE GRAIN STRAW AND ANCHOR BY SECURING NETTING OVER t5" s' t2' ta'
STRAW OR BY TAC RAW OR BY TACKING WITH *AEROSPRAY OR EQUAL WHERE ALLOWED BY THE DIRECTOR OF ts' s" t~' ts'
PLAN VIEW CONTRACTOR SHALL NOT BEGIN WORK IF CHANCE 4F RAIN ENGINEERING. NOl CHECK DAM TEMPORARY) IS FORECASTED WITHIN 72 HOURS. STRAW & ANGHORI GINEERING. NOTE; LESSER AMOUNT`S OF STRAW MAY BE USED IMTH MECHANICAL SPREADERS. 2~" s" to 2a 3O" 9" 2O' 23' TAW & ANCHORING MATERIAL SHALL NOT BE ALLOWED TO WASH TO CHANNELS OR INLET 3s" s' z5' 2s'
12" W/ TEMPORARY IN-DITCH 5£DIM£ IBBP R TAIL 2• STRUCTURES. iUCTURES. 42" t2' 30' 34'
ALL NECESSARY MATERIALS AND EQUIPMENT MUST BE ON- SITE BEFORE ANY WORK BEGINS. MAINTENANCE 48" 42" 3O' 34'
" 1 t,5° 3' RESEED, FERITIIZE, (NTENANCE SEED, FER1Tt3ZE, AND MULCH DAMAGED AREAS IMMEDIATELY. MOW REGULARLY. PLAN
18 N Mira. A T'HE CONSTRUCTION SHALL BE COMPLETED IN AN EXPEDIENT
MIN WEIR MANNER. IF GROUND COVER: 4' NOTATIONS ON THE GROUND COVERS SUCH AS EVERGREEN SHRUBS AND VINES ARE SPEGFIED, REFER TO 1NE TA110NS ON THE CONSTRUG110N DRAWINGS AND ANY ITEMS IN THE SPECIAL CQNDITIONS AS st.oPE = Ix MIN. TaI~wATER
I _ _ FORM TEMPORARY DAM WITH CLASS IRIP-RAP AND t~ ~ I ~ TO SPACING, PLAN SPACING, PLANTING RATES OR OTHER DIRECTIONS T}iAT ARE APPLICABLE TO THIS TYPE ~~~~i y„
" P-RAP CLASS B EROSION CONTROL STQNE OR NCDQT ABC STONE 3 R! OF EROSION CONTF 6" LAYER OF TO DIVERT FLOW THROUGH S~DPE PIPE. EROSION CONTROL. ~y~~ .:r,?,,.~..rl FLOw-~-~.-
WASHED STONE FILTER FABRIC A DEWATER, EXCAVATE, AND INSTALL THE SEWER IN A DRY O STORM DRAIN
PROFILE VIEW TRENCH.
6, ~ EY
TEMPORARY STQNE INLET PROTECTION CONSTRUCTED FROM DEWATERING -ALL WATER SHALL BE DIVERTED INTO FfLTER FABRIC, MIRAFI ` %'r'> ~T~~r~,%`~ ~ TEMPORARY STREAM CROS f~~ORD) ~ 7~ oR EouRt MIN. t2° THtOK (TYP}
3" RIP-RAP WITH 2:1 SIDE SLOPES AT A DEPTH OF 1,5' CLASS A oR B THE NEAREST 5EDIMENT TRAP OR AN APPROVED SEDIMENT WITH A 6" LAYER OF X57 WASHED STONE ON THE SIDE ~RasloN coNTROI BLADDER FOR FILTERING Pl1RP4SES.
AWAY FROM THE INLET. STCNE t2" WASH STONE WHEN U11LITY INSTALLATION IS COMPLETE, REMOVE ALL SURFACE SURFACE SURFACE cuss "A" RIP-RAP
ON UPSTREAM FADE MATERIALS FROM WATERWAY. FLOW 24" MA%, $ DIV£RSIQN FLOW ORIGINAL FLOW DIVERSION STONE STREAM BANK DIVERSION SECTION
D T C NTR L i1OW ~ OENTER STABILIZE BANKS AS SHOWN ON THE RIP-RAP REPLACE- US la o
MENT DETAIL AND SPECIFICATIONS, ~
1. CONTRACTOR SHALL CONTROL DUST FROM EQUIPMENT USE FlLTER g, " OF UNPAVED ROADS BY SPRINKLING WITH WATER UN11L FABRIO \ r TEMPORARY ACCESS
THE SURFACE 15 WET, SECTION "A - A" SFE~I NO ~ FOR THIS. PROJECT ON Y / 5.1 MAX. SLOPE
2, DUST CONTROL MEASURE(S) SHALL BE USED THROUGH DRY WEATHER UNTIL RLL DISTURBED AREAS HAVE BEEN IN-HITCH TEMP TEMPORARY DAM -USE 1TN0 {2}, 2A-FT, DIAMETER ON APPROACH
STABILIZED, SEDIMENT TRAP HDPE PIPES AND PIPE LENGTHS OF 64.0 FT EACH. FII FILTER CLOTH ~ ~ - ~ ~ ~
zs'L x to'W x z' D RIP-RAP CROSSING ELEVAITON SHALL BE 572.00 ON d D
t. PLACE STONES (z" TO is") ON Fii.TER FABRIC WHERE sPEgFlED oN THE EITHER SIDE OF THE BANK AND 579,50 IN THE CENTER.
CONTRACT nRA4NNGS. 2. CDNSTRUCTlON CHECK DAM W~ TEMPQRARY IN-DITCH SEDIMENT TRAP CUT BACK ~
A5 SHDWN IN THE nETAtL ExCAVATE THE BASIN PER SPECIFlED RIP-RAP CROSSING WIDTH, W, SHALL BE 27.4 FT. DiMENSI0N5'J~THIN THE ExISTIN6 DITCH. EROSION CONTROL S41L SLOPE
FORM AT LEAST A z' Wr.iR WITHIN CENTER of CHECK HAM SUCH THAT IT IS ESTIMATED THAT THE MAIN CHANNEL CROSSING # THE STORM WATER FLflW PASSES OVER THE WEIR. TEMPORARY DAM WILL BE IN PLACE FOR A 11ME CROSSING # FILTER FABRIC RIP-RAP CLASS STONE H: V caw
4, PROUinE AT LEAST t2 OF WASHED STONE CN THE UPSTREAM FACE OF PERIOD OF LESS THAN 30 DAYS TO PRQVlDE 1 THE STONE CHECK HAM. 1 MIRAFI 144NL 2 B 5:1 DESIGNED BY: EAB
- _ - . . nn.,Tn.nrnn ennrnn TA Ti.,r , nu,rn naeT nr
5. ENSURE PROTECTION OF THE CHANNtL ULLUW IHt WVytbt vAM rKUM vviv IRHb Iwr% xtlt Ql iv Ir7G t..vYYGIN rnRl Vf OVERFLOW. THE SEWER EASEMENT FOR CONSTRUCTION. SHOULD DRAWN BY: EES
6. ENSURE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE A MINOR STORM EVENT AND OVERTOPPING OR WASHING 7. CHECK FOR STONE BLOCKAGE AFTER EVENTS OF RAIN AT CULVERTS CHECKED BY: EAB
AND STORM DRAIN ENTRANCES. OF THE DAM OCCUR DURING THE 30-DAY CONSTRUCTION INSPECT CHANNELS AND BASINS AFTER EACH RUNOFF EVENT. PERIOD, IF NECESSARY THE CONTRACTOR SHALL * FINAL RIP-RAP SLOPE = 8:1
CLEANOUT AND DISPOSE OF THE SEDIMENT AND DEBRIS PROPERLY. RE-CONSTRUCT THE TEMPORARY DAM. SHOULD A SCALE: AS SHOWN
MAJOR STORM EVENT BE ANTICIPATED AT ANY TIME DATE: 06 09 10
DURING THE 30-DAY CONSTRUCTION, CONTRACTOR SHALL BREECH THE DAM IN ADVANCE OF THE STORM. PROJECT NUMBER: 2009-067
SHEET: 7 OF: 7