12-08-25-WS - Laserfiche WebLink

Home Browse Search

I EA CASTING ASSEMBLY (SANITARY)(R-1733) l / e111 `�� • `r LEGEND Oi 6" CONCRETE WALK - 1L \ \\ `,, O CONCRETE PAVEMENT AS NOTED I l ®2.5" BITUMINOUS STREET PAVEMENT ` ®4" BITUMINOUS STREET PAVEMENT��,' ' r O BITUMINOUS TRAIL S v—I, li • `1� \ CONCRETE CURB 1, GUTTER (MATCH EXISTING TYPE) • •CONSTRUCTION LIMITS �r 1s \ W R s AMBLEOR- -_ — c' �//ram— ,. lEA CASTING ASSEMBLY • � `-A1 r : ' (SANITARV)IR-1733) L 1 EA CASTING ASSEMBLY .r. (3ANITARV)(R-1733) . - - 1 EA ADJUST VALVE BOX d M -�� s_� �c 44a ~ •F c s 1 EA CASTING ASSEMBLY • - (SANITARY)(R-1733) Y • , � � � 1 EA CASTING ASSEMBLY' � - V -:� � �' � S fi 1r • • I EA ADIUST VALVE BOX ;00, CONSTRUCTION NOTES ISANITARY)IR-1]33) �'•- 1. ADJUST FRAME&ING CASTING FOR REPLACEMENTS LL BEYOND ITARY&DTHOS STORM SHOWN ON HOLE&CAT CH BASIN WILLBECASTINGS KEDI THEPROJECT A BY . THIS WORK THE ENGINEER. ALL CASTING DE THE JUSTMEPLACEMENTTSHALBE OCLUDEADJUST ING RINEW 2. IADDITIONNTERNAL EPDXY TAI REPLACEMENTS SEYONDTHL BE SHOWN THE PLAINS, IF CASTINGS BEM CASTING ADJUFIEL STMENTS SANITARY CASTING SHALLBEINCLUDEDWITH THE NEW CASTING. lEA ADJUST VALVEBOX. 3. INTERNAL EPO)(V"PAINTED" CHIMNEY SEALS SHALL BE INSTALLED WITH ALL NEW CASTINGS AND CASTING ADJUSTMENTS (BOTH SANITARY AND STORM). 4. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED WITH ALL NEW SANITARY CASTINGS AND SANITARY CASTING ADJUSTMENTS. 5. ADIUST ALL VALVE BOXES IN THE PRO]ECT AREA, IF THEY ARE NOT PROPERLY SET FOR THE PROPOSED PAVEMENT GRADE. 6. VALVE BOX REPLACEMENTS, IF ANY, WILL BE MARKED IN THE FIELD BY THE ENGINEER. R 7. ADDITIONAL SPOT CONCRETE CURB AND GUTTER REPLACEMENTS WILL BE MARKED DURING CONSTRUCTION IN THE FIELD BY THE ENGINEER. LIMITS SHOWN ON THE PLANS ARE KNOWN LOCATIONS ONLY AND FINAL LIMITS WILL BE MARKED IN THE FIELD BASED ON FIELD EVALUATIONS. - B. BIT U VINOUS BASE PATCHING ADJACENT TO SPOT CURB REPLACEMENT AND SURROUNDING CASTING/VALVE BOX WORK SHALL BE CONSIDERED INCIDENTAL TO THE ASSOCIATED WORK. a 9 ADDITIONAL BITUMINOUS BASE PAVEMENT PATCHING, IF ANY, WILL BE MARKED IN THE FIELD BY THE ENGINEER AFTER COMPLETION OF PAVEMENT MILLING OPERATIONS.+ 1D BITUMINOUS PAVEMENT SHALL BE INSTALLED TO MATCH/IMPROVE EXISTING DRAINAGE PATTERNS. 11. PEDESTRIAN RAMPS AND TRAILS SHALL BE CONSTRUCTED TO MEET ALL ADA STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER IF ADA STANDARDS CANNOT BE ACHIEVED ON ANY ASPECT OF THE PROJECT. IF CONFIRMED INFEASIBLE BY THE ENGINEER, AT MINIMUM, THE PEDESTRIAN RAMPS SHALL BE CONSTRUCTED TO MEET ADA STANDARDS FROM THE CURB UP TO THE INITIAL 11 LANDING; THE TRAIL BEYOND THE IANDING WILL THEN BE CONSTRUCTED TO MATCH THE EXISTING CONDITIONS. 12. TRAIL ALIGNMENTS,PROFILES, AND CROSS SECTIONS DISPLAYED FOR EXISTING TRAILS AREA GUIDE FOR CONSTRUCTION TO SHOW A PROOF OF CONCEPT FOR GRADES HOWEVER, IT IS NOT EXPECTED THAT THE DESIGN WILL BE FOLLOWED STRICTLY. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS TO MATCH THE ACTUAL EXISTING TRAIL ALIGNMENTS AND IMPROVE GRADES (BY GENERALLY RAISING THE r ��n,� *'- '^;� �a •�i�.`< TRAIL PROFILE TO PROVIDE AMORE SUBSTANTIAL THICKNESS OF AGGREGATE BASE) TO THE EXTENT PRACTICAL WHILE MAINTAINING EXISTING DRAINAGE PATTERNS AND TVI NG INTO EXISTING GRADES AS QUICKLY AFTER THE EDGE OF TRAIL PAVEMENT ON EACH SIDE AS FEASIBLE, WITH ENGINEER APPROVAL, A 2-FT CLEAR ZONE SHALL BE MAINTAINED WHERE P05SI BLE, BUT IT IS UNDERSTOOD THAT EXISTING GRADES MAY NOT ALLOW FOR SUCH A CLEAR ZONE IN SOME AREAS. - -T 0 zs DRAFT 3L7 N =IUzawmE,MN55Nue � uOAP CITY OFARDENHILLS,MINNESOTA s"EE' 337 HOB ® rnole (sszl eso-osas �W�BAP 2026 IMP STREET&UTILITY IMPROVEMENTS C6.06 _� M E N K mzlL Burnrvllle@bonun-menK<um EN HII.LS a� .w,v+.e0no�-me�n.�om STREET PLAN AMBLE DR &AMBLE CIR