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SCALE: 1"=20'(H);1'=4'M SCALE: 1"=100'(H);1'=20'(V) C5 SCALE: 1"=20'(H); 1'=4'M
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4 MAIN CULVERT CROSSING NARRATNE V
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~ THE TW ~ . 4 F ~ ~ ~ . _ , ,w t 5 r THE THREE (3) CULVERT CROSSINGS PROPOSED WITH THIS PROJECT ARE LOCATED ALONG THE PROPOSED RQAD AT STATIONS 2+11, 20+11, AND 33+49. THE F„y^ M
,..w - ~ ~ PURPf)SE 01 1... wa a,. . , . , t, PURPOSE OF THESE PROPOSED CROSSINGS IS 70 HELP MAINTAIN THE NATURAL FLOW OF THE EXISTING PERENNIAL STREAMS WITHOUT NEGATNE IMPACT
TO F LITA ~w ~ m M . ti , ~ r , ~ r~ r _ TO FACILITATE TWE NEW ROADWAY. ALL PROPOSED CULVERTS SHALL BE CORRELATED METAL PIPES (CMP). ~ ~
rl ~ ~ ~ ~ _ w e~ ~,0 . fl 0 Q ~ ~ w ,,s E PRIOR TO AP . i r , u1 ~ PRIOR TO ANY WORK BEING DONE IN THE STREAMS, ALL PERMITS FROM THE CORPS OF ENGINEERS AND THE NORTH CAROLINA DIVISIOtJ OF WATER QUALITY ~ ~ C C~
: . i f , e. ,y. , . y s ; - MUST BE APPROVED. ONLY AFTER THEIR APPROVALS CAN ANY WORK COMMENCE, d
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J r ~ ~ ~ - FOR EACH f ~ ' t J _ FOR EACH OF TWE CROSSINGS, FLOWING WATER IN THE EXISTING STREAMBED HAS TO BE PUMPED AROUND THE AREA OF CONSTRUCTION DURING THE ~ ~ '
r ~ n 1 'T t4 ! 1 s 4 f l I / / . 3 , - n' w ~ P EM I , _ ~ ~ ~ _ ' • WORK AREA PLACEMENT 'OF THE PIPE(S). SANDBAGS OR OTHER APPROPRIATE MATERIALS SHALL BE USED TO HELP DIVERT THE FLOW AWAY FROM THE TEMPORARY ~ ~ 4
r r ~ , t WORK AREA. A7 NO TIME SHALL THE NATURAL FLOW OF THE CREEK BE IMPEDED. SPECIAL CARE SHOULD BE TAKEN DURING THE POSITIONING OF THE ~ ~ ~ o
. , ~ UL P~ i 3 CULVERT TO HELP AVOID UNNECESSARY DISTURBANCE OF THE EXISTING STREAM, ONCE THE PIPE HAS BEEN SET IN POSITION, THE FILL MATERIAL GAN BE ~
! ~ i ~ ~r n . f ~ P Y J PLACED OVERTOP THE CULVERT. SILT FENCE SHOULD BE PLACED AT EACH END OF THE PIPE TO ENSURE THAT ANY EXCESS FILL MATERIAL DOES NOT ENTER
INTO THE ST ,T ~ ~ j ~ , r i ~ u r ! v . , ' e r i 3~F° ~ ~ ~ , INTO THE STREAM. ONLY AFTER THE SILT FENCE HAS BEEN PLACED MAY THE ROADWAY CROSSING BE FINE GRADED TO THE PROPER ELEVATION.
t : ~ ~ CULVERT 7 r gyn. x + t ~ t o IT IS TO BE P F Y 4 \ f ~ ~ t i ~0V IT IS TO BE NOTED THAT ANY MODIFICATIONS TO THIS NARRATIVE DUE TO ANY PERMIT APPROVALS RE4UIRED FOR THESE CULVERT PLACEMENTS SHALL BE
- ~ ? , 4 ~ n ~ ; 1 s ` a ~ s ~ s - n ~ ~ , ~ 9., z r ~ ~ :s ~ a TO THE DISC Y 4 TO THE DISCRETION OF EACH AGENCY'S REPRESENTATIVE(S) AND SHALL HOLD PRECEDENT OVER THESE SEQUENCE OF EVENTS.
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h t. ~ w ~ o .x,F.. e ~ t q q , t . _ ~ - y t ~ Culvert _ Pi a Information t~ ~W....._. Quantity Size ¢n) Material NOTE;
F a \ ~ - - . . y 4.~ ~.d a } ~ ~ v ~ . ` t v x, ~ e ~ , \,1 a
~ ~ 3~, N , 4 . n p ' 7 1 15 CMP ALL CULVERTS ARE TO BE PLACED SO THAT 20°h OF THE ~ ~ ~
w' . ~ Ff t 't ~ ~ c . . ~ . .r' ~ ` ~ \ F y~, 11 1 24 CMP PIPE IS BELOWTHE EXISTING STREAM BED, ~ t6 1 54 CMP ®
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FRONT VIEW o° ,~P o k.~1`~
- ~ Const, Joint Permitted '~~O~r",~P~
F 3865 3525 I I , (Keyway & Dowels Required- ~ Q' ~ ~ Q ~ I Dowels #4 Bars, 18° With ¢ V 'tv+ ~ ~
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~ ~ f l , ENTERLINEOFD NEWAY ~ E Payment See Note 2.) _
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' a ' _ _ . _ _ . _ v,.aw._,_ ,~_L.,.~ _,~;y,.. , ~r ._...r ~ END VIEW (ENLARGED)
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3860 ~ ~ ~ ~ "pPPROX, ~uRADE N ~ ~ ~ ~
. _.f _ v . _ STREAtd BDTT9M y _ i- _ - / x ToP VIEW ENDWALL NOTES ~ ~ N
~ ~ _ ~ w. .M_ +....,...w _ _,..n_.. ~ . - _ _ / _ APPROX GRADE; ..u s i i ~ / / STREAM BOTTOM 1. ENDWALLS MAYBE CAST IN PLACE OR PRECAST CONCRETE. REINFORCING STELL SHALL BE o
GRADES 40 OR 60, ADDITIONAL REINFORCEMENT NECESSARY FOR HANDLING PRECAST UNITS
~ ~ ' _ _ _ _ . PROPOSED 12' X 2 ' BRIDGE ; _ . ti , . . .av.~. . _ , ~C4 _ _ _ _ _ _ _M. ~ F WITH WOOD DECKING, Control Line (Clear Zone Limit} SHALL BE DETERMINED B THE CONTRACTOR OR THE SUPPLIER, COST OF REINFORCEMENT ~ ~ m
(Independent Of Front Slope} SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR CONCRETE, (ENDWALLS), w
3855 ~ _.z ~5 E 3515 i I ~ ,,r~; i ~ ~ / o w- 2. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 1". a n p o
I ~ r - R F ~ i ) t /
I ; / f. / _ _ _ t~~5~ 3. CONCRETE MEETING THE REQUIREMENTS OF ASTM G-48 (4000 PSI) MAY BE USED IN LIEU OF
i P USE COMPACTED : j / t ~ ~ , / w _ ~ CLASS 43 CONCRETE IN PRECAST ITEMS MANUFACTURED IN PLANTS WHICH ARE UNL)ERTHE
. _ FILL SOIL ONLY 1..,.. ~ _ _ _ _ _ ~ _ / ~ _ i ~ ~ s ~ a ~ i s , _ _ m _ _ STANDARD OPERATING PROCEDURES FOR THE INSPECTION OF PRECAST DRAINAGE PRODUCTS.
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3850 ' - LLB, - 3510 - ' . X x Control PointWhen ROUND CONCRETE AND CORRUGAI"ED METAL PIPE _ Slops Intercept
y ~ ' 3 ~ t V Z ~ ~ a , . r O~I$ 7 i CI~W ~ ~ 0 ON _ _ _.,.M _ - . . T Outside ClearZone OPENING AREA (SF) DIMENSIONS a
f f ~ ~ - - I X~~ ~ ~ a ~ i~ ~ 0 _ _ _ M p NUMBER OF PIPES
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18" 1.77 3,54 5,31 7:08 2'-2" 1'-3" 4'$" 1'-11" 1'-3" 1'-0" 2'10" ~ W ~ ~ m STANDARD LOCATION CONTROL W ~ ~ r. r, a
3505 STANDARL 3845 24" 3.14 6.28 9.42 12.56 2'$" 1'-4" 5'$" 2'-ti" 1'-0" 2'-0" 3'3" 0 END VIEW W 0 ~ m m
+ + 1+50 2+00 2+50 3+00 0+00 0+50 100 1 50 30" 4,91 9,82 14.73 19,64 3'-2" 1'$" 8'$" 2'•2" 1'-6" 3'-0" 4'-3" ~ Q Q ~ ti
SCREAM X-SEC. -.CULVERT 7 r~~M M~U, 36" 7.07 14,14 21,21 26.28 3'$" 1'$" T$" 2'-~'" 1'$" 4'-0" 5'-1" V ~ ~
SCALE,1"=20' H ' 1'=4' DRIVEWAY BRIDGE X-SEC ( M SCALE• 1"=20' H • 1'=40' O~ ~ 42" 9.62 19.24 28.86 88.48 4'-2" 1'-10" 8'$" 2'$" 2'-0" 5'-0" B'-0"
48" 12.57 25,14 37,71 50,28 4'$" 2'-1" 9'$" 2'-9" 2'-0" 8'-0" 6'•9" ~+1
54" 15.90 31.80 47.70 63,60 5'-2" 2$" 10'6" 3=1." 2'-3" T-0" T,g"
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m....,... ~EX,-G E.~~,, ......m..v aR.~._ PROPOSED 12' X 20' BRIDGE ~ / ..r~_ ~ 12 AG _....m. . ' ROAD._ , m _ W~fH WOODDECKHVG. _ _ 12"AGGREGATE SUBBASE L1 ~ L2 Li
. u ~w.y., _ GRAVEL NOMINAL PLAN RIPRAP LT ~
w,.._~.~ w LL~ 7. M.. 3515 . _ ..w. ~ _J_ PROFILE VIEW KLAN VIEW
3820 " ~ 0+00 0+50 1+00 1+50
32+QO 34+00 36+00 38+00 STREAM XSEC. -DRIVEWAY BRIDGE
SCALE:1"=20'(H);1'=4'(V) SCHEDULE ~ j ~
ROAb XSEC -CULVERT 7 L1 L2 LT W1 W2 WT D STONE D50 RIPRAP THICKNESS ~ Q
SCACE:1 QO'(H);1'=20'(V)' 3' 2' 6' 3' 2' B' 1" 6" 14"
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PLUNGE POOL DETAIL
NOT TO SCALE