20021735 Ver 1_MAPS_20021025

- - - - - - -
CA':CH BASIN SCHEDULE
CB N0. STATION TYP:i SIZE TOP ELEV. INV. ELEV. REMARKS Q
(EDGE OF PVMT) w w
STORM DRAINAGE PIPE SCHEDULE C61 3+28.69 LT FRAME,GRATE,AND HOOD 30"x36" 1249.34' 1244.00' LOW POINT ~ m
SPECIFICATIONS; (2 OPTIONS) -USE CORRUGATED STEEL IN ACCORDANCE WITH C62 3+28.69 RT FRAME,GRATL,AND H00 30"x36" 1249.34' 1243.70' LOW POINT AASHTO M36 OR HDPE DOUBLEWALL PIPE IN ACCORDANCE WITH AASHTO M294. C63 8+60.59 LT FRAME,GRATE„',ND HOOD 30"x36" 1253.33' 1250.83' LOW POINT o F ~ zW w
(INSTALL PER NCDDT SPECIFICATIONS), I ~ ~
C64 8+60.59 RT FRAME,GRATE„1ND HOOD 30"x36" 1253.33' 1250.60' LOW POINT PIPE N0. DIAMETER LENGTH INV. IN INV. OUT REMARKS C65 7+35 LT FRAME,GRATE,AND HOOD 30"x36" 1254.92' 1251.93' (n .A ~ ~n I rV
1 REPLACE EXISTING CB6 7+35 RT FRAME,GRATE~AND HOOD 30"x36" 1254.92' 1249.30' 1290 o ~I 0
- - 30 RCP CB7 4+48.84 FRAME,GRATE„WD HOOD 30"x36" 1241.00' 1238.00' BACK OF CUL-DE-SAC - _ _ - - _ _ - -
VOID C68 16+10 LT FRAME,GRATE,AND HOOD 30"x36" 1254.05' 1251.05' LOW POINT OF RADIUS - - - - Q - _ - _ -
3 VOID - _ - - _ - - - - C89 16+24 RT FRAME,GRATE,AND HOOD 30"x36" 1253.62' 1250.75'+ - - - - - - - _ - - - - - VC A4 ~ N u~i c~n N
4 30" 54' 1250+/- 1244.00 - - _ - - - - _ _ C810 2+56.22 FRAME,GRATE,.4ND HOOD 30"x36" 1271.00' 1268.00' BACK OF CUL-DE-SAC _ _ - - _ - - _ - - ~ L=130 ~ - - - - - ~ K=20.52 ~ J -
5 30 22' 1244.00 1243.70 C611 19+21.60 LT FRAME,GRATE,4ND HOOD 3D"x36" 1252.18' 1249.18' _ - - i N d W ~
6 30" 30' 1243.70 1242+/- 1280 CB12 19+21.60 RT FRAME,GRATE,i'ND HOOD 30"x36" 1252.16' 1248.69' - - - - - - - - - - - - - - _ - Qr 1 ~I - - - - ~i
- - - - 7 18" 22' 1251.93 1249.30 - C613 3+08.00 FRAME,GRATE,~IND HOOD 30"x36° 1250.00' 1247.00' BACK OF CUL-DE-SAC _ _ _ _ 8 18" 22' 1250.83 1250.60 - - _ - _ - - _ - N - In 1.82% ~ - - _ I > _ r- _ ~ ~
CB14 24+52.64 FRAME,GRATE,~IND HOOD 30 x36 1238.00 1235.00 BACK OF CUL-DE-SAC _ _ _ _ - - 9 18 120' 1250.60 1249.30 C615 2+29.44 LT FRAME,GRATE,;.ND HOOD 30"x36° 1277.10' 1274.10' LOW POINT - - - - - _ - - - - ~ ~j - - - _ ~n
10 18° 100' 1249.30 1246.00 - - - - - - ~ V _ Q_ W _
CB16 2+29.44 RT FRAME,GRATE, AND H000 30"x36" 1277.10' 1273.66' LOW POINT - - - - - 11 18" 100' 1238.00 1222.00 - - - CB17 3+96.61 RT FRAME,GRATE,,,ND HOOD 30"x36" 1288.50' 1285.50' LOW POINT 1270 - - - - _ - _ _ - _ _ p x - - - - ~ ~ r, _
12 18" 30' 251.05+ - 1250.75 - - CB16 3+96.61 LT FRAME,GRATE,PND HOOD 30"x36" 1288.50' 1285.30' LOW POINT _ _ - _ ~ ~ - - ~ 0 _ _ z
13 18" 50' 250.75+ - 1246.00 - - C819 7+47.27 FRAME,GRATE,.~ND HOOD 30"x36" 1280.00' 1277.00' BACK OF CUL-DE-SAC - - - _ - H - _ - TREE
- 14 18" 30' 1268.00 1262.00 - - - - C620 8+62.00 LT FRAME,GRATE,IND HOOD 30"x36" 1275.06' 1272.06' - Q - - - - - - - - - r _ - - - - -
- - 15 18" 22' 1249.16 1246.89 - - _ - C621 8+62.00 RT FRAME,GRATE,,ND HOOD 30"x36" 1275.06' 1271.84' - _ - - - - - - - - - _ _ - - - _ _ ~ c~
16 18" 30' 1248.89 1248.00 - - - - CB22 12+89 RT FRAME,GRATE,4ND HOOD 30"x36` 1236.55' 1233.55'
17 18" 70' 1247.00 1240.00+/- - _ - - - _ - - - - - C623 14+60 LT FRAME,GRATE, 4ND HOOD 30°x36" 1278.75' 1275.75' 1260 . o0 - - - - - - - - - - - - - - v ~
18 18 30 1235.00 1230.00 C824 13+70 LT FRAME,GRATE,IND NOOD 30°x36° 1277.11' 1274.11' - - - - - - - 19 18" 22' 1274.10 1273.88 - - -
CB25 12+00 LT FRAME,GRATE,',ND HOOD 30"x36" 1267.06' 1264.06' - _ _ 20 18" 30' 1273.88 1266.00 - - - - - - _ - - ~6 - H
CB26 10+70 LT FRAME,GRATE,iND HOOD 30°x36" 1256.46' 1253.46' - - - - - _ _ - 21 18 22 1285.50 1285.30 -
C627 6+80 LT FRAME,GRATE,4ND HOOD 30"x36" 1240.96' 1237.96' - r~ 22 1B" 100' 1285.30 1255+/- _ - - - p " CB28 6+30 LT DROP INLET 49"x48" (4) 40"x4" SLOTS 1235+/-• 1231.00' FLOW INLET - M ~1 - p _ - _ _ W
23 18 60' 1277.0 1268+/- C829 7+70 LT FRAME,GRATE,4ND HOOD 30"x36" 1232.00' 1229.00' 1250 _ } O
24 18" 22' 1272.06 1271.84 ~ ~ CB30 7+70 RT FRAME,GRATE,AND HOOD 30"x36° 1232.00' 1228.78' ~t - - -
- - _ - - 25 18" 50' 1271.84 1261+/- C831 6+10.66 LT DROP INLET S8"x48" (4) 40"x4" SLOTS 1225.00'• 1222.00' FLOW INLET - - - - ~ - - Q _ - - - - - _ - - - -
_ - - - - - cn c 26 1B" 50' 1233.55 1220+/- _ I a CB32 6+10.66 LT FRAME,GRATE AND H00 30"x36" 1225.90' 1221.80' - - - - - - - ~ UI O _ _ _ I ~ - - - ' - _ - - - _ - O
27 18" 40 1275.75 1275.00 CB33 6+10.66 RT FRAME GRATE AND H00 30°x36" 1 5.90' 1 1.58' Z ~ , 22 22 - - _ _ - p c N - Z ~ - - - 00 N _ _ _ _ - - _ - O N - _ _ - _ _ + O
28 18" 40' 1274.11 1273.00 CB34 2+60 LT FRAME,GRATE,4ND HOOD 30"x36" 1225.90' 1222.90' - - - - °o m n. 1240 +r 29 18" 40' 1264.07 1262.07 CB35 D+37 LT FRAME,GRATE,4ND HOOD 30"x36" 1217.66' 1214.66 - - M r p u - - a ~ - ° - - _ r M ~ I ~p~ QM
3D 16" 40' 1253.46 1252.00 - - - - - - N VC A2 - - x W ~ ~ _ h- N - ~ VC A2 ~ J N ~ _ I _ - -
C836 D+37 RT FRAME,GRATE,AND HOOD 30°x36" 1217.68' 1214.46' - - - - - ~ ~ L=160 = 31 1B" 40 1237.96 1234.00 _ - _ N I K-24.17 ~ L=160 x w ¢ N + ~ ~ w f - - - _
32 24" 50' 1231.00 1228.00 - - - - ~ w K=24.17 N i _ _ ~ ~ - - VC A3 - - a w - - _ - _ - - - i+,?cs ~ I > Q N _ L 220 err - -
33 18" 22' 1229.00 1228.78 CATCN BASIN NOTES: - - - - dw 36' - - K=20.76 - - - f - - b _ - ~ W - I I
34 1B" 18' 1228.78 1226.00 5' 6' E 1, CONCRETE SHALL BE 4,000 PSI AT 28 DAVS. _ O 1230 +N v ~,i _ - L - - - - _ - - _ . _ ~ ~A~
35 18" 20' 1222.00 1221.80 - o - ~-.--J 2, REINFORCING SHALL 8E WELDED WIRE MESH IN _ ~ VC Al 0 - - - - a - - ~ rt t~f I'
36 1B" 22' 1221.80 1221.58 ~ KNOCKOUTS AND #4 OARS IN fL00A AND CORNEAS IN - - - F N ---,8°l0 - - - ACCORDANCE WITH AASHiO STANDARDS FOR H 20 - - (n L=80 - LF. - - - ..a° - - - - - - - - - ICJ W - - - _ - ~ - ~ W C7 - - _ _ r - ~ - - _ _ ~ ~ W. ~
37 1B" 18' 1221.58 1217+/- I r ' I I _ - - - ~ a LOADING. U > K-12,59 > - - - - - .r G _ _ _ ~Y - /Vl
38 iB" 40' 1215.28 1213+/- _ > ~ _ - - 3, PRECASTER SHALL BE TINDALL CONCRETE, STAVRIGH7 w w (0 - r - - . D
39 18" 23' 1214.68 1214.46 r - ' ~o _ _ _ _ - - ~ - - TANK, D&M CONCRETE, OA APPROVED EQUAL. - - - 40 18" 30' 1214.46 1212+/- ~ STA 0+00- - p _ _ + +rri 11N~~Y~r
1220 EDGE PUMT 4, GRATE AND FRA61E SHALL BE CAST IRON, NOMINAL 30" X - - - - - - - PLAN VIEW 36" GRATE RATED FOR H-20 WFIEEL LOAD. FRAME SHALL SR 1552 Nr O - _ -
BE BY NEENAH, VULCAN, U. S. FOUNDRY, OR APPROVED ELEV-1218.42 2.18% m p - - - PARKI, - y. - - - _ ~ N
38" VG L07 FRAME - _ - + O _ _ - _ - _ AND G~1ATE EQUAL _ - ~ O ~ I - - _ -
5ry 5, JUNCTION BOX SHALL HAVE PRE-CAST FLAT TOP IN LIEU F- ~ QN - _ - ARD ACC OF GRATE. - - - VI - - - - U N - - -
- - - - - -o~~ 14" ~ PANELS - _ - O O I > - - - - - - _ - - ni
~R•' . , i PRECAST, REINFORCED 1210 Q ~ j ~ ' ~ LIFTING FLAT SLAB 70P _ _ - ~ ~ _ 0. W - - - _ _ . ~ W OJ _
• ~ HOOK - _ - N _N - - .a ~ .a ~ , ,rj' , . I' N G 8"x8" BRICK AT ALL. F- I - - J W
JOINT SEALER ' o ~ ' i FouR cDANEAS z w EXISTING 30" RCP- - - - -
1!8" RAD = , _ I ay - ow _STA 0+88 n. w SURFACE OF GUTTER p ~ " r ~ > - 1 - _ - - - - - - - - -
. - - N STANDARD ACCESS ~ V! _ 'ry
PANELS 1 ZOO J . .6 ~
N ~ ~ ~ • y' ~ `0 W -1+00 0+00 1+00 2+00 3+00 4+0 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 W ~0 4+00 5+00 6+00 7+00 8+00
' tiJ USE J 600 PSI ~ ' ~ wA _I
'!`~~~il'~ ~ ~ CONCRETE SECTION VIEW ~ ~ _ JOINT FILLER 48 _ LL
TRANSVERSE EXPANSION JOINT 24" SQ, jy _ STANDARD CATCN_&ISIN WITH W
IN VALLEY GUTTER YARD INLET GRATE y NTS
STANDARD VALLEY GUTTER ~ • ' "j ~o
NTS
SECTION VIEW
STANDARD PRECAST DROP INLET DETAIL
NTS
1310
1300 ~ - - - - - - - - - - - w - - - - - 0 N
- - . - - W O
- - - - I - r-I O M - O O ri
- - - - - - o - - - - - ri O - - - - - - - O Ul
- . - - - o cD - - - o - - - - - - - + ao - VC 65 - - N
1290 N o Q ~ o -Y o ~ t~ - - _ H W 0 - ~ - + o - - - - -
o N - - - - _ - - - - - - - ~ - °r° L=180 - "r - - - - - Qr - K-11.72 - p- - U - o - - W N
N - - - - - - - - - - M - ~ - - ~ ~ - N ~ I I - _ - - r ~ - - ' v - _ _ (a H - - _ _ - ~ ~ - - - o Ei y
i ~ VC 61 0 - - - - - _ - - d ~ - ~ w - - - ~ N - - - - - _ - - - - - - _ x
- > ~ K=6.05 0 ~ - - N ~ - w w - I j - - - _ . _ d w M - - I - -I~ - - - F- w - r - - - - - - - > ~ -mow-~ _ a~Aa - _
- - 1280 ° W- ~ aw- +o 0
~ ~ - - - - . - - - cn w ~ - - - - - - - ' 009, 5 J - - - - - - - ~ ~ - W -
- - - w - - 1 Fa- N - - - - D! - - - - - - - - -
- - - _ - - I > - - I - - - - - ~ w - - - - -
- - - - o - - - - - - - _ > J o - - n w - - - - -
1270 + m o o _ - - - Q - _ - ,d
- ~ of - - - - 0D o - - - - ~ ~ ~ _ _ - c - - ~ - r- o _o J - - - LL - - - - _ -
- ~ - - 5. - - _ - - N1 a' -
- I > o _ ~ N L=100 ~ r _ o + ~ - - VC B2 ~ ~O~ - ~ I K=16.16 FN - - - - - • _ m ~ ~ - - - - M r~ _ in ~ K=1 1.79 N rn
ll. W L=200 N ~ O > 41 ~ - - _ ~ ~ - ~ N - - - N - - ---tI1 N - -L-360 -+N-- aN ~
- K=10.69 r7 ~ N - - d w - - ~ ~i - rQ- N - ~ ~ - - r _ _ K=33.18 _ > ~ I F r - - - - - I ~ - - ~ Q - . Q w I>~ I r w ~ ~n v
- _ cn ~ - t- w _ „ ~ - U W - - a w _ r J awl > - of - - - - - - > J - - - I - _ - -
N - - - - - - - - - - - - - ~ a_ w - a w - - - - -
d I o - - _ - - - 3 w + - - 1.39% - - - - - ~ - J - ~ - - - i' U - ~ ai fA - - - ~ ~
- - - _ ~ w gyp,., w - - - - - - - r
h ~ ~ - - ~ - - 0.851 ~ - + i - ~ d
1250 ~ ~ _ ~ R ~ ~ I - ~I N _ PIPE ~7 _ PIPE #8- VC 64 - - PIPE #12 HIGH PT- N w ~ ~
_ a ~ - - 18 CMP 18" CMP L=100 - - - - - - - 18 CMP PIPE X15----- STA 21+90.01-- - --9 - F iil - W .J - - - - ~ - -ELEV-1254.53 ~ ~ - + ~ ~g - - ~ o - - W
- _ > - - - - - ~ J - K=14,81 - - ---18' CMP - - _ _ _ - -f--- t - ^ - N _ w STA 22+43.39-STA 0+00-STREET E Y
=w - - _PIPE #5- - - - _ - - - - r - _ _ - - ELEV-1253.32 - - C!y
30" CMP - - - - - - - - ~ m
1240 o ~ U
- - - - + o 4, ~ - - - ~ a~ VC B8 ~ 99 - _ _ _ - _ - _ a
- - - - - N c i L-40 + ~ - ~ d O _
- - - - - - ra- ± K=8.81 N a _ - - - - - - - ~ a
- j I j
1 ~ ~ n - -
-
SHEET
1220
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 4 2 OF

TEMPORARY SEDIMENT TRAP SCHEDULE ..___________REFERENCE LINE-
50 FT R/W RAD N0. DEPTH WIDTH LENGTH WEIR LENGTH LAKE JAMES ROAD - SR 1552 ~ \ \ 1200 ELEVATION S,Q
(FT) (FT) (FT) (FT) / rr 35 FT PVMT RAD I~ ~S S2
1 3.0 7,7 15.5 5.0 L - - - - r- 75 FT MINIMUM
2 3.0 6.5 13.0 4.0 ~ - - 24" CURB AND GUTTER \ NOTE: GRADE CUL DE SAC ` (SETBACK FOR ROADS F
3 3.0 11.0 21.9 2.0 N `D R W _ a - (EXCEPT STREET D) TO PLACE LOW POINT AT ~ ~~2 STA 0+00-
4 3.0 17.3 34.6 5.0 / ~ _ - PROPERTY LINE IFS • ~ STREE( A
5 3.0 11.0 21.9 4.0 ~ 6 3.0 18.2 36.3 5.0 w ~~-10'x70' SIGHT TRIANGLE D
32 FT RAD ~ 7 3.0 13.4 26.8 6.0 EDGE OF PVMT. ~ RIPRAP rsr13 ~ APRON #3 ~ TEMPORARY • H
8 3.0 16.4 32.9 5.0 C836 , PIPE #40- CONSTRUCTION a ~ PIPE #38- 18" CMP ~ -
9 3.0 9.5 t9.0 4.0 35 FT PVMT RAD TD 17 ~ w + 18 CMP ° ENTRANCE ~
t0 3.0 11.0 21.9 4.0 2.0 FT BEGIN TRANSITION TO STANDARD PIPE #23-- °o EE DETAIL) ~ - ~ 16" CMP ~ D 18 j CB35
it 3.0 9.5 19.0 4.0 ~--CURB SECTION AT PC (EXCEPT _ U
12 3.0 12.2 24.5 4.0 24" VALLEY GUTTER (TYP) STREET D) ~ PIPE #37 ~ ~ U1 N
t3 3.0 11.0 21.9 4.0 22 FT PVMT. 24" VALLEY GUTTER 2 FT (BC TO BC) CB19 ~ CB34 xi 18 CMP a, ~
t4 3.0 9.5 19.0 4.0 OFTR OFTR/W STA 7+12.27- TST 2 TS71 E-1 W C83 C632 PIPE #i-
15 3.0 11.0 21.9 4,0 / 16 3.0 11.0 21.9 4.0 \ \ / END STREET G PIPE #39- ~ O PIPE #36- D131 EXISTING 18" CMP H H Z
t7 3.0 16.4 32.9 5.0 ~ ~ CUL DE SAC DETAIL / 18° CMP 30" RCP U C7 PIPE #35- o x
SCALE: 1" = 50' / 18" CMP Gd TST 3 UI Z
TEMPORARY DIVERSION SCHEDULE SUNSET POINT -ENTRANCE DETAIL ~
SHAPE: PARABOLIC SCALE: 1" = 50' 5+00 ~ _ _ ~II PIPE #34- z 5+00 / _ _ 18" CMP H H
LINING: GRASS PER SEEDING SPECIFICATIONS ~ H
\v 0 CHANNEL TOP WIDTH DEPTH I a
N0. FT. FT. 30 PIPE #33- ~ ~ 1- IP AP CB 18 CMP N PIPE #2 x
TD1 6 0.5 18 CMP APO # CB29 ~ U ~i
6 ~ / TD2 0.6 G PIPE 22- TD3 6 0.6 P # 0 #22 CB17
~nQ 18" CMP C618 TD4 6 , - " 0.6 ~ ;MP C618 ~ D128 H
TD5 6 0.6 ~~O Q PIPE #32- ~
FAT ~ ( TD 16 TD6 6 0.6 ~ c^ 1 TD 16 ~ 18 CMP G~
TD7 6 0.3 P~ f% Z cB27
TDB 6 0.3 REFERENCE LINE- ~ PIPE #31-
TD9 6 0.3 1200 ELE1'ATION 18" CMP
F TD10 6 0.3 Q
TD1t s o.5 TD 21 TD 19 ~
rDt2 s o.5 r plpE #2g- TST 4 TST 12 12 ~ lp~po ~
TDt3 s o.3 TST 15 18" CMP STREE r mt 4 6 1 T F ~ r o.s f _ ~ r
rDt5 6 0.6 ~ -'-°--o-- - _..o,_ ~ TD 0 ~ TD 15 PIPE #30- FRAME AND FABRIC INLET P4~OTECTION
PIPE #25- ~ ~9 rots s o.s t ~ 18" CMP ~ ~ 18" CMP (TYPICAL FOR ALL BA51NS AND DROP INLETS) +a«w~~, $ ~ h
ron s o.s - _ 2~ ~ C ~ C826 ~ +r VCS' •s~'
TDtB 6 0.5 STA 14+76.57- 1 ~ r ~ ~
1 6 END STREET F ~1 + BP9 TD 9 0.6 o ~ ~ a ~ r~ .
TD2D 6 0.6 - R TD PIPE #2 ~ f ~ s~ J s FORMERLY ~ W ~ ~x
TD21 6 0.3 ~ 2 ~ 18" CMP ~ .5 N PIPE 29 . ~ • • # JAMES C GRAY 'rr~ ` r
TD22 s o.5 TST 1 ~ TD 24 18" CMP •
TD23 6 0.3 R y D 25 TD24 6 0.3 ~ ` 7- T T F ~ DB 61 PG 3 ~'`r~ ~ , .1~'~~r STA 5+05.9 S REE CB25 ~ STA 0+00-STREET G TST 4 ~ NOW 'jai"
1? TD25 6 0.3 ~ ~
TD26 6 0.3 \ p JUANITA GRAY GOODti4AN ' o S~.
Y R
°~l h TST 17 ~ h FF s r F
~ LIMITS OF
SILT FENCE \ \ DISTURBED AREA
-0 0 0 o- LIMITS OF DISTURBED AREA ~ f` ~ PIPE #20- PIPE 2
18" CMP # C624 ~ 1 B" CM
C \
\
PIPE ~ PIPE #27- W / 18 CMP 18" CMP
\ ~ CB^3 STA 14+88.49-STREET A
e ~ Zon t Min. STA 0+00-STREET F LIP~AP OUTLET PROT~TION SCHEDULE ~r
' lmPo~ '
250 - N0. d50 Dmax APRON APRON WIDTH WIDTH STA 0+00 STREET B WELL STA 0-X54.29-STREET F THICKNESS LENGTH AT PIPE AT OUTLET
o
RIPRAP APRON 4 \ ~ # 5 SILT FENCE FOR " WELL ONSTRUC110 1 6" 9" 14 16' 7, 5' 18,5'
y 2 5" 8" 12" 8' 4.5' 9.5'
TST 7 ? ~ D1 3 4" 6" 9" 10' 4.5' 11.5'
TD 6 ~ ? ti 4 4" 6° 9" 10' 4.5' 11,5'
\ C87
PIPE #11- TA 4+13.84- TST 5 WELL
18" CMP END STREET C
PIPE #17- STA 2+73- ~ SILT FENCE AT TOE OF FILL
~ 18" CMP END STREET E SLOPES AND OVER T~~P OF PIPE TD 2 ~ RIPRAP
TST 10 ~ ~ ~ ~ ~ TST 6 PI o APRON #1 0 0 ~T6 r % O i NO' O
? IM TD 12 ~ CB13 ~ 1~ 18 `PPE 10- ~ I„ ~ r ---.0 6-0 PIPE #4- ao ~ o N
~ PIPE 9- ? ~ k 18 , 1 30" CMP ~ II II M PIPE 9- ~ ~ o ~ = ~ cv # ~ \
TD 4 # _ _ \ •orn
(P ~B4. ~ - PIPE -PIPE # - \ 0 a H N o
/ ~ ~ J ~ ~ i5 i PI 7- ~ \ x O a # 30" CMP 30° CM \ x U 0 H ~W
TD 11 ~ o 1 ~ i TD 13 18 MP UW•• AH
C~ ~ C83 1 hW ;83 0 H ~
I~ TD PIPE 18- STA 12+84.24-STREET B / ~ PIPE #8- a A~
TST 11 # W STA 0+00-STREET C ,;i 18" CMP r 18" CMP ~ / ~(G 5G' RIGHT of war - a ~
W 5 SILT FENCE AT TOE OF FILL SLOPES AN OVER TOP OF PIPE ----6'---
STA 24+17.64- CB14 W / 2' 2' 2
END STREET 8 ~ TD 7 / ~ / TEMPORAPY 2'L' PAVED-
TD 14 STA 22+43.39-STREET B 1 "PER 1 ~ ~ DIVERSION 2 1/2" PE 1~4" PER FT /4 PER FT ~2 FOOT FOOT „°,J
STA 0+00-STREET E f LIMITS OF , ~ ~ / DISTURBED AREA ~1~ ZO
1 ~ ~ ,r D 8 ~ ~ EXISTING _ _ ' ~ ~ ~ i GRADE ..1 Ct
TST 9 TST 8 t r k / / ~ , 2" ASPHALT AND 6" ABC 24" VALLEY L1.
1 D 10 - .r ti, STA 18+33,17 STREET r CURB AND GUTTER ~
STA 0+00-STREET D o ~ PIPE #13- , / \ o D ~ 18" CMS i i h © H'
j TYPICAL STREET SECTION - NTS~ ~
1 - - C ST re. 0 ~ ~ Z
RE T
PIE #16 C C 8 PIPE ~12- h
18" CMP 18" CMP CONSTRUCTION SEQUENCE AND ~JAINTENANCE PLAN W N ~z~
PIPE ~15- z ~
\ 18" CMP 4 ENVIRONMEN U~ ENVIRONMENTAL AREA-NO STRU U ~ ~
1 ~ ALLOWED-M, ALLOWED-MARKED BY DUKE POWER-(TYP) T UCTION SE UENCE: h
W CONS R Q w ~
STA 2+21.22- w ~w
END STREET D y - MAINTENANCE Pl_AN: ~N. 1. PLACE GRAVEL CONSTRUCT"ON ENTRANCE H~
/ c 2. CONSTRUCT TEMPORARY SEDIMENT TRAPS cn p
1. IN.:PECT ALL EROSION ~ EROSION CONTROL DEVICES WEEKLY 3. INSTALL SILT FENCE ~
AND AFTER EACH RUN- NCH RUN-OFF PRODUCING RAINFALL EVENT ~ 4. INSTALL TEMPORARY DIVER>IONS
t0 2. RE~'v10VE ACCUMULATED 1MULATED SEDIMENT FROM 1RAPS WHEN 5. BEGIN CLEARING, GRUBBING, AND ROUGH GRADING, AND UTILITY INSTALLATIONS
HALF-FULL AND REPAIR PIPE ~14- JD REPAIR OR REPLACE RIP-RAP WHICH 6. CONSTRUCT PERMANENT CkiANNELS
la" CMP HA`.~ BEEN DISPLACED 0 PLACED OR CONTAMINATED. 7. INSTALL STORM DRAIN PIPES AND OUTLET PROTECTION
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