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LEGEND (D I+180e.5L) CONSTRUCT TYPE `A CURS Y Imo, 1+-99.5 (L) PROVIDE 381 W',DE CURB OPENING.
GUTTEA O .� +02.5 (17 L).
NEW EX1riTti�fG '•+if TC 1t63 (R) LOW AREA TO BE FILLED gAhiK PL`N
�2 1 * 18 (17"G) L,ON TRUCT TYPE %A: CUP E� � � 4" Or TCP �lL. SLOPE PROM TOP OP CUiQ6 TO E.v i3T-
---- .^,ENTER LiN E GUTTER Z'C 3+0,2.5 (i7' PN IN(3 GPOUNID AT PAOPERT't LINE .
- PROPERTY LINE I+24(31.4' R) ADJUSTW'M TO GRADE-.
Q *C'IL GRAVEL R7ADNwhdAY, DRIVEWAY LC/W )
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DATE NO, RfYtRt0�1� 8Y f
CITY OF AUBURN
AUBURN WASHINGTON
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STREET
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CONTRACT NUMSER 71-28
71-STR-2133 SH-1
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CITY OF AUBURN
AUBURN WASHINGTON
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DEii�liE -_. APPROVED*. ,4i �� S"fIT
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CONTRACT NUMSER 71-28
71-STR-2133 SH-1
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CURB RADIU5 TO 5�-04.5 (17.4' A).
2+57.5 (L-) PROVIDE 3B' WIDE CURB OPE-NING. Pre.CONSTRUC-T'
36" W I M G•R AVEL D/ W TO 401 L .
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MATCH - EXISTING GROUND
(BOTH 'SIDES)
/ �2" CLASS�B' ASPHALTIC CONCRETE
-2- �5/8- MINUS CRUSHED: POCK
(a" BANK PUN GPAVF-L'.'-USE' F-YISTlNG ISUB-
BASE-'MATERIAL: WHF-N--5UlTAGLE AS--,---
DETEPMINED BY THE. ENGINEER.
NEW-TYPE.A CURB � GUTTER; 1+IS(BC)TH SIDES)
TO-3+02.5(1-)-
TYPICAL STREET SECTION
NO - SCALE
F-XISTING'CONC WALK;-0+19
(R) 70 I+ls(P) 1+93(P) TO
3 + 0 4.5 (P).
EXISTING CURB
CONTRACT NUMBER 71-28
71- ST R - 24-33- SH-2
-276
.A
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