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LEGEND <br />(D 6"CONCRETEWALK <br />0 CONCRETE PAVEM ENT AS NOTED <br />® 2.5" BITUMINOUS STREET PAVEMENT <br />® 4" BITUMINOUS STREET PAVEMENT <br />_ BITUMINOUSTRAIL <br />CONCRETE CURB & GUTTER (MATCH EXISTING TYPE) <br />• CONSTRUCTION LIMITS <br />KARTH LAKE DR <br />3 EA CASTING ASSEMBLY <br />1. ADJUST FRAME& RING CASTING FOR ALL SANITARY&STORM MANHOLE& CATCH BASIN CASTINGS IN THE PROJECT AREA. THIS WORK SHALL INCLUDE THE REPLACEMENT OF ALL ADJUSTING RINGS. <br />2. ADDITIONALCASTING REPLACEMENTS BEYOND THOSE SHOWN ON THE PLANS, IF ANY, WILL BE MARKED IN THE FIELD BY THE ENGINEER. CASTING ADJUSTMENT SHALL BE INCLUDED WITH THE NEW CASTING. <br />3. INTERNAL EPDXY "PAINTED" CHIMNEY SEALS SHALL BE INSTALLED WITH ALL NEW CASTINGS AND CASTING ADJUSTMENTS (BOTH SANITARY AND STORM). <br />4. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED WITH ALL NEW SANITARY CASTINGS AND SANITARY CASTING ADJUSTMENTS. <br />5. ADJUST ALL VALVE BOXES IN THE PROJECT AREA, IF THEY ARE NOT PROPERLY SET FOR THE PROPOSED PAVEMENT GRADE. <br />6. VALVEBOX 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 />B. BITUMI NODS BASE PATCHING ADJACENT TO SPOT CURB REPLACEMENT AND SURROUNDING[ASTING/VALVE BO%WORK SHALL BE CONSIDERED INCIDENTAL TO THE ASSOCIATED WORK. <br />B. 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 ENGIN EER 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 A MORE SUBSTANTIAL THICKNESS OF AGGREGATE BASE) TO THE EXTENT PRACTICAL WHILE MAINTAINING EXISTING DRAINAGE PATTERNS AND TYING INTO EXISTING GRADES AS <br />QUICKLY AFTER THE EDGE OF TRAIL 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 />EA CASTING ASS -V 0LY <br />ANITARY) (R-1733) <br />1 EA CASTING ASSEMBLY <br />(R-1733) <br />(BURIED STORM MIA) <br />mi ; <br />8^ <br />I <br />II <br />II �� <br />12zz4NICDIIETAVENDE 111/KAP - - CITY OF ARDEN HILLS, MINNESOTA"ET* <br />F DRAFT3LTN <br />xoa a® rnoae lssE eso-osae mow" enP 2026 PMP STREET&UTILITY IMPROVEMENTS C6.04 <br />E.scAIF FEET MENK E'""I:aa,arnle�nouoa-men_. ENHII.LSa� STREET PLAN <br />vrvni.noaon-menK.com <br />KARTH LAKE DR <br />