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� � TYPICAL PA VEILIENT &EXTRUDED CURB DETAIL
TIP/CAL FOR ALL ON -SITE CURBS EXCEPT ALONG SIDEWALK
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L Q ; f0' R.O.W. 4- COMPACTED DEPTH CLASS J4" 1.5" R �N � Jf 2�'
Zr . - - --- - 40' RIGHT OF WAY - --- - - - - -- -- - - --._ ___ ASPHALT
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--- 16' ----- �{ -�--- MATCH TO EXIST. - - - - --
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Z � �'.�� I 3I OVERLAY W. 2' MIN. ASPHALT CLASS "B"
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1 inch = 20 It
�.i� � a + i � _ 4" COMPACTED DEP1i -f CLASS 9" +
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� � � NE 9th PL 2" 95x COMPACTED DEPTH, s /e" cRUSHFD SURFACING rDP COURSE (anss A), 1 1/2" ' OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
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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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��_ � � � CEMENT CONCRETE CURB 6t' GUTTER 4 g- coTTO�.I� -- -
�� �� � � I �I� � � � 6 "' �Rt�SHED RfliK
a I I NTS 277 � 30- at _
� �� � ? � I 1829 •:l `'� RESXDENTAIL ST4�EET UI9N?MUM
�� � � � I � � � si�l s�s.o7 �.. CLASS "B" A.C.
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_ . I FF 278 t � 1 � RJ?7��1 � ��L "cl-lED ROCK
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� � Z � 16 �6 7r � I � Trr� / CURS � GUTTt�i REPLACEMENT DETAIL
O � �_Etv. 27s. r7 � � � { � s a l +v.lo
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O � � 1 ELV. 273.17 1 ry f j LZV. 274 = - -- � � �7y , •? ' R127�ODL ; NTS
t � a fIf I i t ! � 1 0 � ,, � � F�. .,� ENV Q. 27ra91 N.6� � ����� S
W i i 0 } lE v2oo { E + I � � � i V , _' _` INV EL 275.91 S8 C's>y� QM,�
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i + a5 2. .5 0 • I t FF i278 � �8, t _ d3� °�. ? CBjb TYPE T -� _ _ _ -_ - - - - - METAL BAR FENCE
- � �- STA: 0 +87.54 s -7r - - - - -
a I � i � ot, ' ! tl "` � S' 71 SfE DETAIL SHEET
w i � � I N ; I. � j ;:.:� o �-�-` `c7i � OFFSET: 4L47 L
� ® � �� � � { BIOSWALE SECTION A -A a � � a > � � I I I ��- RA! EL. 2700 �_ q .�8 �i � MONOLITHIC SIDfW,ALK
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
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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
� { � CB TYPE I I INV EL. 3720 �� � { S 0+23.88
{ 'ot oa � 9 / Or�T 04.56 STA: 1 +67.36 �DDCV T DRAIN �F ®2 ►z � � � � 11.83 L
-���_� ! 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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�- ; -� ..�' - -.? ,I ..I _ ,. .I-'; - ---- -- -- - - -ENV EG 268.SO 12, nL i ® � � ; { ': �. �`� LEGEIJD RECOMMENDED
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� { � � � >SS cF 12"e GPEP , 1.73z -- _ - -- - f � � FOR PPR VAL
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t ' i � � - .. -... ..... . �` ., ..... -. - _._ _... 160 12 r GPEP .. . -- -- ` � CB/t TYPE 1 Q TYPE I CATCH BASIN E��'I!!
{ �� t ii 0 '' __ _ -,.... 27 +00 , "" -.,,, , i J� _ __ .. �..- .- _- {..,,;� STA: 3 +21.24 �Y
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1 cqt � �•., -__. -.'_ -- - �-� . -'-' �. ,, j 2 +00 �' � A, O SERER CLEAN -OUT
`�� OFFSET.• 16.00 L
� � �+ CJ � `- -- - � _. - o RJR/ EL .7 BY $�(. %11�i� r��itltl
I f f C � � \ -- � � _ . - _..._ INV EL 270
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�V; ! � STA 1 + -�3, 1�STZT. -"-- -- --- ' ... -- -�_. o _- -. ..�
� ! �yl z I 1 ��. \ GROUND EL. 2724 � - ��� 1T r GPEP STORM PIPE
�''+{ g �-� � �' � SD. INV fL. 268.75, 12 "GPEP 275 .� � � - - !/!�
{�ti i � � a- sr � -- --.- - -. - - -_ _ _ _ WA. INV EL. 267.4, 10 DI "
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," R_ �� !.E. 9TH P CE `-°CJ
�� \ - _ - - _ ____ _ - _ -. __-- - ___ -- _ -- - - __ _. _ _ STA 3 +19, 1' RT. -�' 6 "r SAN. SIDE SEMEN
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j � � �\, � 9 , er -ce � I � - - ._� - - ____ _ -.__ ____ - GROUND EL 280.8 O��R e � TaG
" -mss, STA: 1 +86 STA 3 +66.07, 7.39' RT: o o "�i
IE- 763,16 \ � STA 2 +91.05, 14.8' LT. .INV EL 274.52, B�VC ,� �, ty
p, i � t �I R � � � `i1FFSET 44 L STA: 2+ 15.0 � EX. SS tieH rr c
„ I WA. JNV EL. 274.5, 6 D/ WA /NV EL 777, 4' DI
. I � i �t P I _STA: 0 +32.09 N. E 9th PL. JNV EL. 274.0 SS INVT E� 26S 33 SD. !NV Ei. 275.E i2" GPEP I RJAI EL 284.94 q
�� I STA 2 +15.5 14.7 LT. E BENCH MARK 847o v
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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