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RIP- RAP OR ~NAS~IEL STO~iz aria FMBEGMENT I i f ~ ,r I, NF4~.~ ~ I~A~Lf. ~q~~q ~~~~~d
. . \ o M~ATERIA~ UVDER PIPE. '~~GMF'Al`TE., A~ N~, 1 F,_ _
s • CI-LTIVATED ~IE~D ONE CONCRETE COLLAR ON BQ1~ ;i(~ES
MANHOLE 1 OF EACH JOINT E iWCi ~OLL~P.S rriF ~Ai N 4 ~ j ~ 20 -FU~~i LENS-,TN :~F PIPE;
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~ ~ A ~ , ~ ~ ~ _ _ SEE SHEET 4--8 , NOT T SCALE FOR CONTINUATION
~ , ' ~ ~ ~ - ~MANHULE [ 40' TEMPORARY
i ~ I_ ~CONSTRUCTION EASEMENT ITYP. ITYP.) ~ c'~ ~,,,~A,E~, F~EiD
S'~ SHEET 3 ~ ~ r cE , . a
F R CONTINUATION ~ O - _ 20' PERMANENT ;,r ,,l , ~ r--- ANENT -
SANITARY SEWER EASEIv ~FWER EASEMENT TYP. ~ - ' ~ ) ~ O
' N01ES: CONTRACTOR SHALL REMOVE OVERLYING _ ~ _ ~ SOIL~SEDIMENT FROM WITHIN RIVER BANKS ALONG ~ r - J N ~ ,
' ~ THE piPELINE TRENCH AND STOCKPILE SOIL F'uR ~ i . - -
BACkFI~ ~1tv WEST SIDE Of RI`~~EH `~TOCKP~,.ED _ ~ 1 _ ~ ~ ~ W Q
f ~ ' ~ MA~`FRIA :~I~r+. ; ?t kEMOVED f?AILv ;~P 3rALL f~E_ U
~ r - ~ PRC ECTEr' ARE`?FN~G EF~~,)510?~~~`II TATtON F 1 J
. !~ATFRIA~ UNSUITABLE ~ OR ~saC-KF!; 'FE_NCH ~ ~ , , t c c ~-r ~ ~ W a
~ ('K DEBRI,) .~ht+t..°E Kt MUrr D ~ ,_k. MfN . , F FEN ~E ' I -
/ ~ ~ ~ FROM ~~lE aND PROPERLY DISPOSED OF f~~~ ~ ~ _ r ~ ~ ~ ~ ~
\ CONTRACTOP ~rwaiE~, r~,., - ~ ~ - W
~ rRENi,t~ WIF~iH wIrHIN KIvER B~+NK~a SHALL. BE _ + MANHOLE - J ~ ~ ~ oa~o
/ \ r ~ ,H I`~ PRACTICABLE TO b0" 1(~ BETWEEN AFPRGX. STA. 70+4i) ANC STA. ,1 +5 LiMITF,.D, A; MUC ~ ~ ti ~ ? - _ ~ Z M
~ CONTRACTOR SHALL PROVIDE: ONE OF THE ~ \ L!MI1' DI';TURBANCE ANL POTENTIAL FOR EROSI( N - ~ U ~
AN(J SEDIMk NTATION CONTRACTOR SHAH. OPEN NU FOLLOWING: r ^v ~ U
MORE TRENC-H l_ENOTH AT ONE TIME THAN IS t.'. f , a
ARY TO LAY TWO JOINTS OF PIPE, AND 1) CLASS 6~ E3AL1 & '~UCKLT DIE; ~1~2 NECESS W m W
\ SHA,.L E~ACKFILL TRENCH ANU STABILIZE ALONE. ~ IMMEDIATELY FOLLOWING INSTALLATION OF PIPE. 2) PRESSURE CLASS ;~5t7 RESTAINEE) JOINT DIP fv1pN ~i_L ~
BACKFIL~_ MATERIAL FOR PORTION OF PIPELINE WIrH CONCRETE COLLARS (SEE DE_TAII THIS SHEET).
BELOW ELEV. 950.0 SHALL BE 1-~1~2' WASHED CONCRETE COLLARS SHALL. BE AL~UWE_~D TO CURE
\ ~ ~ STONE. AFTER FORMING FOR A MINIMUM OF FOURTEEN (14) MANHOLr_ 3 ~ l
DAYS PRIOR TO PLACEMENT OF PIPE IN TR N .H;
P IN TALlATiON BELOW R SEE SHEET 4 DURING BLASTING AND IPE S 0
FOR CONTINUATION \ WATER LEVEL, CONTRACTOR SHALL DIVERT THE RIVER 0
3 PIPE AND ANCHORS RECOMMENDED BY \ FLOW USING A COFFERDAM OR PREFABRICATED DAM i ) \ \ SO THAT THE CONSTRUCTION AREA MAY BE CGNTRACTOR AND APPROVED BY ENGINEER DURIN~~ ~ a 3
DEWATERED. ROCK, SEDIMENT, AND OTHER DEBRIS SHOP DRAWING REVIEW.
~ REMOVED DURING BLASTING SHALL BE REMOVED N(i'~c } a ;
FROM THE SITE AND DISPOSED OF PROPERLY. IF CONTRACTOR SHALL PROVIDE DRAWINGS AND ~ , - ~ ~ aT ~ AT 1HE ~O~'~LUENCE OF THE YADKIN RIVER AND THE REDDIES RIVER iS Ei_EV. 963. ° Y I rEAR a OG ELEV IJ
PR VIDE A I I Y A PROFESSIONAL NECESSARY, CONTRACTOR SHALL 0 c,ALCU.ATIUNS, SEALEC B rFL~O U ~A'SURANCE RATE MAF, OWN OF Nt)~'H WILKESBORO, N.C.; PANEL z OF 4, REVISED FEBRUARY 18. 1998, FEDERAt_ , c
\ P Y IMENT RETENTION BASIN TO ENGINEER FOR RECOMMENDATION IN ALTERNA1rvE 3. TEM ORAR SED \ MAR ; N Y MANAGEMENT AGEN ~ E ~.CEC ~ o
\ DEWATER SEDIMENT AND OTHER DEBRIS) ON WEST
SIDE OF RIVER ON CONSTRUCTION EASEMENT. RIVER ~ A ED & VENTEC TO ELEV. 964. } ALL MANHOLES ON T, ilS SH E7 SHALL E3E SE L ,
\ IN SHALL BE SCHEDULED TO OCCUR DURING CROSS G ' \ F W P RIOD LATE SUMMER FALL . "PRIOR A LOW LO E ( ~ ) ALl MANHOLES SHALL HA'JE WA ERTIGHT, BOLTED LIDS: $ W f
' TO INITIATING ANY LAND-DISTURBING ACTIVITY ON C,, a
~ THIS PROJECT, THE CONTRACTOR SHAH. PROVIDE Z w
THE ENGINEER WITH DETAILS AND A SCHECULE FOE' ~ - -----r-~- ~ Q i
THE DIVERSION OF THE RIVER. THE ENGINEER SHALL .,~_T__~T_ _,__rT___r_-,--r- r__ r I _ - r----- I z --T-?--.- -T-----~--r- --____.r-__ r
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. } ; ~ ~ . ~ . . _ , ~ ~ AF+ZY IN 0 NATION Tp BYAIN APPR VAL --1- 975 NBC SS F _ - - --T------- -__-._~._L_~ , cn i, W
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t + A 1 i j f 92 5
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