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TYPICAL PAVEMENT & EXTRUDED CURB DETAIL
-^.�_ TYPICAL FOR ALL ON -SITE CURBS, EXCEPT ALONG SIDEWALK
t;
5° .5
1JJ R ' 6
10 °
Q ' R O.W. 4" COMPACTED DEPTH CLASS 'B' 1- R 1.5 R MINNi s /�
Z I - -�;� -- -- - - - - -- 40' RIGHT OF WAY - -- --- -- --- --- - -- -- ASPHALT DEDICA
W `TO CITY 6-i
c
z ALTERNATE LANDSCAPING FILL
N - --
- MATCH TO EXIST. - - -- EP.
Z - -- --
&j OVERLAY W. 2" MIN. ASPHALT CLASS B"1 _ NT2 H- 9.
fNQ^^ i �P•�.. A -27 29,-
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J { 2, 5M J I .....1� "... , - 0470
k. 57k
4'" COMPACTED DEPTH CLASS "8"
1 " MIN.
ASPHALT S'SEO1yAL f '
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"AS-BU�L T- NOT eiets n zz; o�
P -j
Q 0) ' NE 9 th L 2" 95% COMPACTED DEPTH, 5/8" CRUSHED SURFACING TOP COURSE (CLASS A), 1 i/2"
AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
z W X- SECTION DETAIL 4" 95% COMPACTED DEPTH, 1 -1/4" CRUSHED SURFACING BASE COURSE, 2 1/2" BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED
z N I S BY CONTRACTOR.
-.1 O 8" MIN. 959. COMPACTED STRUCTURAL FILL, AND QUARRY ROCK AS NEEDED DEPENDING ON SOIL CONDITIONS
cj:� N
1"-20*
GRAPHIC SCALE
* OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
KISTING ASPHALT i•O * NEW CURB
PAVEMENT MIN_ & GUTTER
N Q Lo NOTE: SAWCUT
N �I
I l � 978 ,R � I � MUST MATCH EXISTING THICKNESS
(/) IF GREATER.
fry
lu i 6.5' -- - - - -- -- -- - --
g 1•_6 - I s 8831'Sy`E �' 9 °o ARTERIAL STREET MINIMUM
'n f 3" CLASS "B" A.C.
CEMENT CONCRETE CURB & GUTTER 4 6° corTON D - -- - T r r - r - -- 4" A.T.B.
Nr5 6" CRUSHED ROCK
J. '277 JO acs
GA
y829 R SI T I STREET MINIMUM
�i E DEN A L
5 { 1 CBa TYPE 1 4" CLASS "B" A.C.
Q FF 27$ ; OFFS£? +57.0 6" CRUSHED ROCK
aes 'se" v -
276.(#2
y7'9 1G7 17 CURB & GUTTER REPLACEMENT DETAIL
STA: 1+27.10
1111 ELV. 275.17
3 OFFSET. 41.65 L
5 + _ + v I I { _ - - - - �. I MAi ££- :. 8. A9 2'18.44
a { Q ELV'27 -117 N ELV 274 I r. 6yr ' � �� �
ill O Aaw'z
I IE. 27200 ! o
,7 9
2.0 11 6.3 6.0" 1 1 I 6.3 4 I 4
`? CB16 TYPE L
FF 278 �`. T9 I r o 5m. iqoei�-Fd l *o2.G
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N I y h ° a OFFSET 41.47 L �7 2'8"
Z78'
BIOSWALE.• SECT7ON A -A -�°Z76-02_ t\� \ �� MONOLITHIC SIDEWALK
II x I FF 278 °p Piz&;Z2 2171%
$ NOT TO SCALE
�• I < _ STA 2 +161;. 36.13' L. ° ! `^ + i 2 %y
-! STA' 1 +75 SD 12 CPEP:; lE. X74.56- I - p74
P i RIP -RAP SOCF�ASPAC /NG o SD 6 FLEX. GPER IE. 274.9 I I CB,yS TYPE 1 /d / li • -
{ ( ) OFFSET 89 L SS 6 ° PVC 1E. 270.7 ! OFFSET. 41.25 L -7 L- o o ° o o N
i 1 ' HIGH, 1 ' TOP WIDTH . ' { i RIM £L i3,g66 Z78.9& <
I INV EL. 27.7 0 {! ' {' o
2: 1 SIDES SLOPES STA: 2 +16.37 I _ p i
m L7 r INV EL- 275.52 277. g!o IKIoTE o
g I I 1' KEY BELOW INVERT OFFSET 46.60 L ¢. ` yA��KS
96`c {sue o iigg6 RIP -RAP GRADATION' INV EL, 270.3' I K4 I
Cg ZA 1YK I �8 SIEVE 100% PASSING 49 LF 6 "0 PVC - - - SBYA: 0 +69.83 �}EDTo �F
�a� OFFS'ET' 0.02 R
!..
if 1,. I.- 5? 6" 40 -60% SS STUB �2% BUILDING WALL
a I RiM EL 288:88- Z8oA3 X11'1' Syg'rEM
1 T: 19.0 L 2" 0 -10% w .° S2
a jz 1 ASPHALT RAMP TO - ¢ `� @ - INV EL. 277.00 277,93
II �m Fl z 2L9.42' A A` ,
a INV EL. ZLc(. -V� NEW CONC. SIDE WALK STA: 1 +67.3 a FF 278 p.25 SECT /ON B 1 " 4'
L}FFSET.• 44 L ` o t- 57 B CP P• r 30" FIR TREE CB TYPE l -
' I�I w I E =z96.e CB,y2 TYPE I I INV EL.z��zr�Z7D• - STA- 66:88 0 +2Q•b -B� -
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RIM EL. 268.5 RIM EL. liiz 214q DDCV T DRAIN 75 [ AN 2.1% „ ° (n I OFFSET: 11. B3 L
< i STA: 0 +04.56 STA: i +6f.36 F ° 4 V RIM F ELT. 277.82
q I OFFSET 9.34 L 190 LF 6 "0 X. CPEP ® 0.5 24" ALDER INV EL. 275.50
1 27 5, c}�
NEW /E. 265.4 INV EL. :26Bra$- �(�,'] __o - 12" P " N 51'59"
INV EL. 270.50 6 °N. 265 = 88'51 "59" 96, 4 is
+' 5' W RECOMMENDED
!�V L. 268.50 12'N. LEGEND
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SCANNFDDEC 101999
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FOR APPROVAL
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STA: 3 +21.24
TYPE l CATCH BASIN
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OFFSET: 16.00 L
RIM f1. '8&. i9 28045
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STA 1 +72.73 14,87-LT
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STA: 1 +86
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STA 2 +91.05, 14.8
LT.
.....GROUND EL ^•280.8
S INV EL. 274.52, 87PVC
% ST:. 3x68.01, 1.39" R7
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N.E. 9th
FF$ET 44 L
INV EL..aii0.8
PL.
STA: 2 +15.0
OFFSET 0.94 R
WA. INV EL. 274.5, 6" DI
SD. INV EL. 275.9, 12" CPEP
WA. INV £L. 277, 4 "' Dl
EX SS MH.r
RIM EL. 284.94
BENCH MARK
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OFFSET 0.40 R
Z71•�g
SS INV. EL. 269.33
STA 2+15.5, 14.7 LT.
INV EL. 276.90, 8 '0
v
STA:
OFFSC
Q +43.56 RIM £L. 26889
10.65 L NV El. 2602'
I
STA 2 +15.3, 8.85' LT
SS. INV EL. 269.53, 6" PVC
SS. INV EL. 269.63 6" PVC STUB
B.M. ELEV= 278.08
8470
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GROUNtD
SO /NVI
EL. •269.2
EL. 266.06, 12 'CPEP
WA. INV EL. 271.0, 10" Dl
SO. INV EL 271.28 12' CPEP
CHISELED SQUARE BACK C.W. AT CURB RETURN,
f0 L
WA INV!
EL. 264.00, 10 DI
VERTICAL CURB AND GUT7
+ 6' WIDE SIDE AI
R, SEE DETAIL THIS SHEET
LK, SEE DETAIL SHEET C4
26' CONC. DRIVEWAY
25' NORTH OF DRIVEWAY FOR 2501 NE 9TH ST.,
AT THE SE. CORNER OF NE 9TH ST. & EDMONDS
AV. NE. °�ffl a /zz /m
1.0' CLEARANCE
SEE DETAIL SHEET C4
SCANNED JUL 2 7 206"1
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SCANNFDDEC 101999