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<br /> ` '1 V ► CONTRACTOR HALL REMOVE E)GST, "�•, I
<br /> t •e72 EXISTING SPOT ELEVATION
<br /> ` ` CONCRETE CIA9 ANO GUTTER AS ` 5�'T IQ-
<br /> i ' \ a 547.3 pROPO5E0 SPOTELEVATION\ �� SHOWN AND INSTALL CONCRETE`` I 2• PERCENT OF GRADE ON PAVEMENT\ \ \ G� VALLEYGUTTER. \o.� ' - ac a <\ O`JNS''' V� 1Vo, I "-f. - EXISTING STORM SEWER
<br /> \ \ \ \ 7U �J\'1 �� \" „p\ SSUy,TM ,94 573.5A 3j' 1 ` ItPROPOSmSTORMSEWERmN i. ' 97.21 FUTURE CONCRETEmmi `t '\ , ...� 5TMA \ CURBkCUTTER If bl '1 j M� pi.� "� i "1I PROPOSEDSILT FENCE °J1 M�'�,ZB�\4I I I o
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<br /> • i \ 1,t.....„51. 5.U51 !/ .1" ..,+.J 3 CONSTRUCTION NOTES: g4 1
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<br /> c• I/� S' ��' 1{/ ` I I. THE CONTRACTOR SHALL REMOVE ALL EXISTING DEBRIS
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<br /> _:„1. �"r�p •i/�A' y!s•M' 53,10 �W w,1` I FROM THE SITE AND DISPOSE OF IN ACCORDANCE TO THE .ni�$ _
<br /> ', 1,r i 11� 4 ` ,P ��`" CITY OF ELK RIVER STANDARD SPECIFICATIONS. .6111.4'/ 8,
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<br /> �' �" ~ Y'_" \ �' I2. CONTRACTOR RESPONSIBLE FOR NOTIFYING ALLt �'i tt \ \.� 4 -'� '� TN - •'x.39 \�` I LOCATIONUTILITY OMPANIES OF ALL UTLTIIES OWNE RORTION NOTAND SHOWN�FYINC w EE 3 N
<br /> t� .E o�� SQA'\ '�� 3. THE CONTRACTOR IS RESPONSIBILE FOR OBTAINING u'3o-W 8 o1` ''/ 0.9J ` / \ ALL NECESSARY PERMITS. ��a�aIi1U /' 14. REMOVE ALL TOP SOIL WITHIN LIMITS OF CONSTRUCTION. !o�■:• 1��/ •i / \ \ \ STOCKPILE SUFFICIENT TOP SOIL TO SPREAD THROUGHOUT I ii
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<br /> �\ i ry AREAS NOT SCHEDULED FOR BUILDINGS OR PAVING.
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<br /> S�,D� \ O \•A` \\ 5. SITEREPGRADING SHALL BE AS SPECIFIED IN THE GEOTECHNICAL ,
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<br /> 6. AREAS DISTURBED BY GRADING ACTIVITIES SHALL BE �b 7
<br /> `\N ` SAO end \�\ HOURS AFTER COMPETION OF GRADING WITH 4' OF TOP SOIL AND SACTIVIT ES.D WITHIN 72 i
<br /> \ \ `� F1J+"" ` l 7.WHERE EXISTING CONCRETE CURB AND GUTTER IS TO BE ,�N
<br /> G `\ \� 1��TRi\ � g (11k AT \. \ \^` REMOVED IT SHALL BE REMOVED AT THE NEAREST EXPANSION b
<br /> \�, "S9 + '\ JOINT, OR IF NOT AT A JOINT THE CONCRETE SHALL BE
<br /> \ 1 SAW CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW M 91
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<br /> \ 1 `•,� `13 7• \ \ 8. ALL CONCRETE CURB AND GUTTER SHALL BE 8512. Wii IA
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<br /> 9. BITUMINOUS SECTION: $ ,a
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<br /> / 11/2' - BITUMINOUS WEAR COURSE(2331, TYPE 41B) I rb T
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<br /> .. ,�• I I/2" - BITUMINOUS BASE COURSE(2331, TYPE 31B) IcFi ,
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<br /> '`r� �� , CONTRACTOR SHALL NATCN EXISTING I I/2" - BITUMINOUS WEAR COURSE(2331, TYPE 41B)
<br /> l \1 , CONCRETE CURBµD G17fTER AT RADIUS TACK COAT _>b
<br /> 2" - BITUMINOUS BASE COURSE 2331, TYPE 31B kg Z
<br /> 'V � 1 W cq: J/ 'i'i i'�`;^ ANO EXISTING BITUMINOUS MAT AT EDGE 6" - CLASS 5 AGGREGATE BASE( ) nE
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<br /> �\ '\1 ,0- \ -�'y-;.:74,'liiiii}ik' i;{i'• 10. SEE SITE PLAN FOR DIMENSIONS. J
<br /> ,� I / NUCE {,(�?V' \ II. SEE UTILITY PLAN FOR STORM SEWER INFORMATION. Y CL
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