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ABSTRACT OF BIDS <br />ARMSTRONG BOULEVARD TRAIL EXTENSION <br />CITY OF RAMSEY, MINNESOTA <br />BMI PROJECT NO. R16.106878 <br />0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br />O O 0 O O O O O 0 O O O O O CO O O O 0 O O CO O O N 0 <br />O ON 00 ON O I-, 00 00 ON 00 00 00 V O 00 N <br />O O 0 O O N N V I-, I\ CO 0 N 0 I\ 0 m O m O O CO V 0 0 m <br />M (6 M O m M M n ,I . ,Ivi N M m ,IM N H M <br />N fA 0 fA 0 fA 0 0 0 0 fA 0 0 0 0 0 0 fA 0 0 CO <br />fA fA 0 0 0 fA fA N <br />O O O O O O O O O O O O O O O O O O O O O O O O O <br />O O O O O O O O O O O O O O O O O O O O O O O O O <br />O O 0 O O CO O 0 CO O O O O O CO O O O CO O O CO O O N <br />O O CO 0 0 CO 0 O O O CO N O O O 0 0 O 0 O O 0 <br />O O fA fA 0 0 0 fA 0 0 O fA fA 0 O O fA O N O <br />0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 <br />O O O O O O O CO O O 0 O O CO O 0 O m O O N <br />0 O O O O O N O CO V I-, 0 Ln N V O CO V O N O V CO <br />N 0 N V 0 CO O CO 0 m O I\ N 0 CO m M N n <br />O M I� V <br />N V fA fA fA N fA N fA fA 0 0 fA fA fA 0 0 0 fA fA ifJ <br />fA fA fA fA fA fA fA N <br />O O O O O O O O O 0 O O O O O O O O 0 O O 0 O O 0 <br />O O O O O O O O O CO O O O O O O O O I� O O m O O N <br />O O V 0 0 CO CO 0 V V O 0 0 CO CO O O O 0 CO O O O <br />0 O N 0 CO CO CO 0 CO n n 0 n CO 0 CO 0 CO O fA 0 M fA <br />N 0 0 fA fA 0 0 0 fA 0 V N 0 0 0 m O 0 0 0 <br />0 0 0 0 0 M fA <br />. <br />. <br />O CO O O O O m O 0 O O O N O O N CO CO 0 O 0 N CO CO O n <br />O CO O O O O O V I-, O m O 0 0 m O H 0 CO V N CO O m <br />O N CO N CO N V N CO V 0 I\ O N N V m N CO O N O V 0 <br />O O V 0 CO I-, N CO 0 0 m CO m m 0 V 0 V 0 0 m O m N <br />O I� 0 0 CO O V I-, O n O CO V O CO I-, 0 0 m m O m <br />O O r- O N O M m co . L.ri. N N (6 (6 N N M . M N <br />CO N fA fA fA N 0 V 0 fA fA fA fA fA fA fA H fA fA CO <br />0 fA 0 0 fA fA 69 fA N <br />O CO N N CO CO I-, O CO CO O CO 0 0 V O 0 O O I\ m I\ O <br />O CO 0 0 CO 0 0 LO CO I\ O CO M N N O M O V V O 0 N 0 <br />O N 0 0 CO N m CO O CO N I\ V V , n N . , co N N O <br />O O fA M 0 m I\ N V CO CO m V I-, 0 CO 0 CO CDfA <br />O I-,63 fA fA 00fA 00I0 CO 0 V COO 0 0< 0 CO 0 <br />CO A 0 <br />O O 0 O O O O O CO O O O O O O O O O O O O O O O O CO <br />O O N O O O O O O 0 N O O O O O 0 O V O O N O O O <br />O 00 00 O M N N N 0 O O 00 ON ON 00 CDO 00 0 <br />O O O O O O N CO O CO O 0 O 0 0 O 0 V V O CO O O m CO <br />O CO 0 N O 0 CO N O H H I-, N n m CO CO m O CO 40 M I-, co <br />O I <br />m N N 0M C CON M N 0 M (6 V I� ,Ir- O <br />N 0 M 0 0 CO fAH 0 V 0 0 fA 0 0 0 0 0 0 0 0 CO <br />0 0 0 fA 0 N <br />O O 0 O O O O O m O O O O O O O O O O O O O O O O <br />O 0, 00 00 M N 0 V 00 00 00 ON O ONO 00 <br />O O I� N O V O I� CO 0 O O 0 0 O 0 0 n CO O O O <br />0 0 N N fA V CO N I� 0 0 N CO 0 (-, n 0 CO 0 fA 0 0 fA <br />O CO fA 0 0 0 0 fA 0 0 0 0 0 V V V 0 0 CO O <br />N 0 0 0 <br />O O O O O O N O O O O O 0 O O 0 CO 0 O O O O N CO V I� <br />O O O O O O N O O O O V COO V CD CD CO CO O O 0 V 0 <br />O N 0 COO O V 0 V 0 CDO I-,O O CD CO CDO V O NCO <br />COr O if) I� M n O O V 0 0 O M <0 I-, CO CO V I-, 0 I-,S3 V 0 (0 <br />Z O v.,V co N m 0 N CO I-, V COI-, CD N V 0 0 N 0N <br />vi O N M N 0 CON V I� n N m (� M Nee- <br />t Z 0 0 <0 <0 0 0<n� 0< 00 0 0 0i» 00 0 0i» 0N <br />Ft . <br />o a <br />c t O O O M O O . O O O O M M .a O N m CO O N O O N V <br />yl O O O CO10 O O CD O N CD CO CD CO0 CD CD O 0 O < <br />A d 0 N I-, V N N N N I-,0 CON CD CD <br />0 V V CD 0 I-,Q E ¢ O 0 N CO 0 V I-, N 0 CO 0 CO N N I\ 0 CO O fA 0 M fA <br />p S O M fA fA fA fA fA fA fA fA ifJ 0 0M N I-,0 0000 000N 0 <br />r 00z i» <br />2 <br />r <br />d <br />r z <br />w <br />CC <br />J J U U U (/) U U U (/) 0 w w J J w J w (/) (/) J J w 0 (0) <br />MOBILIZATION <br />CLEARING & GRUBBING <br />COMMON EXCAVATION (EV) (P) <br />o O o I� N 0 M O O ^ O N m <br />O O O CO V ML.r, N M (� N CO <br />V CO co in <br />SUBGRADE EXCAVATION (EV) <br />SELECT GRANULAR BORROW (CV) <br />GEOTEXTILE FABRIC, TYPE 3 <br />TOPSOIL BORROW (LV) <br />AGGREGATE SURFACING CLASS 2 (CV) <br />SALVAGE AGGREGATE BASE FROM CITY STOCKPILE <br />N CO V 0 n CO m <br />BITUMINOUS PATCH - ROADWAY <br />TYPE SP 9 5 WEARING COURSE (2,B) 2" THICK <br />18" CMP SAFETY APRON <br />15' CM PIPE APRON <br />18" CM PIPE CULVERT <br />15' CMP PIPE CULVERT <br />CONNECT TO EXISTING CULVERT <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 <br />CASTING ASSEMBLY <br />6" CONCRETE WALK <br />TRUNCATED DOMES <br />TRAFFIC CONTROL <br />SEDIMENT BARRIER (SILT FENCE OR BIOROLL) <br />EARTHEN BERM (DITCH CHECK) <br />0 <br />z <br />w <br />w <br />EROSION CONTROL BLANKET CATEGORY 3 <br />N CO V 0 I\ M m O N CO V <br />N N N N N N <br />