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CONSTRUCTION NOTES'. <br />I <br />1. ADJUST FRAME& RING CASTING FOR ALL SANITARY&STORM MANHOLE& CATCH BASIN CASTINGS IN THE PROJECT AREA. THIS WORK SHALL INCLUDE THE REPIACEMENTOF ALL ADJUSTING RINGS. <br />2. ADDITIONAL CASTING REPLACEMENTS BEYOND THOSE SHOWN ON THE PLANS, IF ANY, WILL BE MARKED IN THE FIELD BVTHEENGINEER.CASTING ADJUSTMENT SHALL BE INCLUDED WITH THE NEW CASTING. <br />1 II <br />3. INTERNAL EPDXY"PAINTED" CHIMNEY SEALS SHALL BE INSTALLED WITH ALL NEW CASTINGS AND CASTING ADJUSTMENTS(BOTH SANITARY AND STORM). <br />F <br />4. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED WITH ALL NEW SANITARY CASTINGS AND SANITARY CASTING ADJUSTMENTS. <br />II <br />5. ADJUST ALL VALVE BOXES IN THE PROJECT AREA, IF THEY ARE NOT PROPERLY SET FOR THE PROPOSED PAVEMENT GRADE. <br />6. VALVE BOX REPLACEMENTS, IF ANY, WILL BE MARKED IN THE FIELD BY THE ENGINEER. <br />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 <br />AND FINAL LIMITS WILL BE MARKED IN THE FIELD BASED ON FIELD EVALUATIONS. <br />8. BITUMINOUS BASE PATCHING ADJACENT TO SPOT CURB REPLACEMENT AND SURROUNDING[ASTING/VALVE BOX WORK SHALL BE CONSIDERED INCIDENTAL TO THE ASSOCIATED WORK. <br />9. ADDITIONAL BITUMINOUS BASE PAVEMENT PATCHING IF ANY, WILL BE MARKED IN THE FIELD BY THE ENGINEER AFTER COMPLETION OF PAVEMENT MILLING OPERATIONS. <br />10. BITUMINOUS PAVEMENT SHALL BE INSTALLED TO MATCH/IMPROVE EXISTING DRAINAGE PATTERNS. <br />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 <br />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 <br />LANDING; THE TRAIL BEYOND THE LANDING WILL THEN BE CONSTRUCTED TO MATCH THE EXISTING CONDITIONS. <br />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 <br />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 <br />TRAIL PROFILE TO PROVIDE AMORE SUBSTANTIAL THICKNESS OF AGGREGATE BASE) TO THE EXTENT PRACTICAL WHILE MAINTAINING EXISTING DRAINAGE PATTERNS AND TYING INTO EXISTINGGRADESAS <br />QUICKLY AFTER THE EDGE OFT IL PAVEMENT ON EACH SIDE AS FEASIBLE, WITH ENGINEER APPROVAL. A 2-FT CLEAR ZONE SHALL BE MAINTAINED WHERE POSSIBLE, BUT IT IS UNDERSTOOD THAT EXISTING <br />GRADES MAY NOT ALLOW FOR SUCH A CLEAR ZONE IN SOME AREAS. <br />CASTINGASSEMBLY <br />j <br />(R-3067-V) <br />1 EA CASTING ASSEMBLY <br />(SANITARY)(R-1733) <br />I waffill. w - . . m <br />{ <br />1 EA ADJUST VALVE aox <br />.j 2EACASTING ASSEMBLY , <br />2 EACA5TINGAS5EMBLY (R-306]-Vf <br />1R-3067-V) <br />^� lEA ADJUST VALVE BOX ' III <br />1 EA CASTING ASSEMBLY �I <br />(SANITARY)(R-1733) <br />LEGEND d <br />•, Q 6" CONCRETE WALK , <br />0 CONCRETE PAVEMENTAS NOTED <br />® 2.5" BITUMINOUS STREET PAVEMENT - <br />® 4" BITUMINOUS STREET PAVEMENT S <br />O BITUMINOUSTRAIL ; <br />CONCRETE CURB & GUTTER (MATCH EXISTING TYPE) <br />_ • • • CONSTRUCTION LIMITS - <br />ge � jr A. <br />1 r <br />iy <br />im <br />DRAFT�(DBOLEmNEN <br />`F so URN wcoueTAVENUT /BAP " wh CITY OF ARDEN HILLS, MINNESOTA <br />FEET <br />:. RDR7BDRNWILLE.MNs=;T7 '' <br />B 35 <br />'O MENK Pnone:(9sz1e9o-osa9 enP 2026PMPSTREET&UTILITY IMPROVEMENTS <br />mzll: s�,o�,nle�eoues-me�n.<om STREET PLAN C6.08 <br />;= www.eono�-menK<om <br />n PLEASANT CIR <br />