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� � TYPICAL PA VEILIENT &EXTRUDED CURB DETAIL
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� � w 3 X- SECTION DETAIL a` 9577 COMPACTED DEPTH, 1 -7,/4" CRUSHED SURFA!'�NG BASE COURSE, 2 1/2" E>amNC „�„�T 1.0'• _ - NEW CURB V
t Z NTS � PAVEMENT MIN. � & GUTTETt
� 0 4 -8" Mi11. 959 COMPACTED STRUCTURAL FILL, AND QUARRY ROCK AS NEEDED DEPENDING DN SOIL CONDIAONS �
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� �� � ? � I 1829 •:l `'� RESXDENTAIL ST4�EET UI9N?MUM
�� � � � I � � � si�l s�s.o7 �.. CLASS "B" A.C.
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O � �_Etv. 27s. r7 � � � { � s a l +v.lo
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a I � i � ot, ' ! tl "` � S' 71 SfE DETAIL SHEET
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j �i � 1JOT TO SCl•CE i FF {278 v j o °o °g 91V EL 275.72 � I
E � � � s � Su�j'e' 1� 16.1 36. L w "+ + 1 Y i = p 27, y
"Y- . - -'T"' � RIP -RAP CHECKDAM 7YP. STA• 1 +75 � SD 12�PF� lE �74.56� 4 :: � 4 �� '. � o• • - �� -
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( I � 6 FZEX. 'GPEP. IE. 270 9 "I I , I CBS TYPE
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i � � O 50 FT. SPACING OFFSET.• 89 L � o'•, SS'$" IjVC l� 270.1 i i ° STA: 0 +4T. +'l � o o NT
P J ! OFFSET: 41.25 L - o ,
1' HIGH, 1' TOP iNDTH INV fL 273.0 � y _ '. � ° `: R!M EZ.. 2700 • 'r
^ � I 2:1 SIDES SLOPES STA: 2 +18.37 ! '� � - � '� � ''AVY EL 275.52 0 � o
a � r= j 1 1' KEY $FLOW INVEfZr Orel: 46.80 L I
c� ° [z �, pp RlP -RAP GRADATION: INV EL. 270.3' j �, ` ,1 _ TypE 1 �'
1�ia �� i� � 1 8 SIEVE 1ooX PASS /NG 49 LF 6'r PVC. ': - -- � S v+6yei
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_` � i 6" 40 -60X SS STUB 02% I I -r � °° `. �i ,, o ,LSO � � OFFSET 0.02 R
_ � � ` �' BUJLD NG WALL
I 1 T � t ' 2' 0 -10$ i:i�F W i `,. � ✓k`„ O i- � I - � „. ; t `- RIM EL 28000
I a � � � ? ASPHALT RAMP TO , � IA 1 � A„, �o � W fff `�� � e `iNV EL. 277.00
7
I 9 Q � � � NEW CONC. SIDE WALK STA: 1 +67.3 � v, FF 278 • a � •` 0.25 � I
-i- a =ase..0 FFSET.• 44 L - - *. 30° F,rr tRtE .7ECT�VN B�L7� I J�= �' �
c +Eszese� \ 57' �� TYPE 1
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-���_� ! I 93 L OFFSET: 16.00 L � '4 RlM EZ. 278.50
i I + R/M EL 268.5 R/M EL 272.00 90 LF 6 "/ GPEP O 0.5 T J� j
P � { 3 7f ? � 24- ..LDER INV A 275.50
i �' � i � � NEW IE. 265.4 INV EL 268.10 21 LF 12' P 9.5X � I " N 57 G ,.
I i�; , !NV EL 270.50 6 N. ! m 8857'59° '96.4 '_ •`
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� � �+ CJ � `- -- - � _. - o RJR/ EL .7 BY $�(. %11�i� r��itltl
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p, i � t �I R � � � `i1FFSET 44 L STA: 2+ 15.0 � EX. SS tieH rr c
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OFFSET. 0.40 R INV EL. 276.90. 8 "d
I 1�f i STA: � +43.56 RlM EL. 268.89 STA 2 +15.3, 8.85' LT.
OFFSE : 10.65 L INV fL. 260.27 SS. INV EL. 269.53, 6" PVC SS. INV EL 269.63 6' PVC S B B.M. ELEY.= ?7B.O�B r� �`
j i V � j GROUN EL 269.2 SD. INV EL 271.28 12' GPEP � �
v j SD INV £L 266.06, 12" "GPEP VER77CAL CURB AND GU R, SEE DETAIL THIS SHEET WA. INV EL. 271.0, 10` DI CHISELED SQUARE BOCK GW. AT CL/RB RETURN, JpgV, 4f'
_ _ 91 s WA /N�EL 264.00, f0 "DI j ?5' NORTH OF DRNEIYAY fUR #2501 NF 9T.H ST
�� -{ -� 1.0' C ARANCE + 6' WIDE S/DE LK, SEE DElA /L SHEET C4 26' CONC. DRIVE "WAY AT THE SE. CORNER OF NE 9TH ST. � EDAfONDS AV. NE. °�� e�zzTO�
I SEE DETAIL SHEE'i C4 '
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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,-
V m i
J { 2, 5M J I .....1� "... , - 0470
k. 57k
4'" COMPACTED DEPTH CLASS "8"
1 " MIN.
ASPHALT S'SEO1yAL f '
Z i E• w�
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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
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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
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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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FOR APPROVAL
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TYPE l CATCH BASIN
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RIM f1. '8&. i9 28045
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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
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SS INV. EL. 269.33
STA 2+15.5, 14.7 LT.
INV EL. 276.90, 8 '0
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OFFSC
Q +43.56 RIM £L. 26889
10.65 L NV El. 2602'
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SS. INV EL. 269.53, 6" PVC
SS. INV EL. 269.63 6" PVC STUB
B.M. ELEV= 278.08
8470
qt{�`
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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