Laserfiche WebLink
�� �_�►I + <br />10 kv4. <br />At <br />�lEA CASTING ASSEMBLY �.rt <br />ISANITARY) 1111]33) <br />1 FAC1S IN( ASSFM3 V <br />1 N T RY) IR-1—) 14 - <br />37 , <br />6 <br />11 <br />1 EA CASTING ASSEMBLY <br />(R-306])__-- <br />2 <br />LEGEND <br />1 EA ADJUST VALVE BOX d • Q 6" CONCRETE WALK <br />- ' �� = CONCRETE PAVEMENT AS NOTED <br />®2.5" BITUMINOUS STREET PAVEMENT <br />®4' BITU MI NOUS STRE ET PAVEM ENT <br />" III -' O B <br />1 EA ITUMINOUSTRAIL <br />CASTING A$$EMBLY - <br />(SANITARY)(R-1)33) ` II CONCRETE CURB& GUTTER (MATCH EXISTING TYPE) <br />• • CONSTRUCTION LIMITS <br />1 EA ADJUST VALVE BOX <br />- ' CONSTRUCTION NOTES: <br />1 EA[AS ASSEMBLY II , <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 />(R-BLY <br />2. ADDITIONAL CASTING 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. _1 <br />3. INTERNAL EPDXY "PAINTED" CHIMNEY SEALS SHALL BE INSTALLED WITH ALL NEW CASTINGS AND CASTING ADJUSTMENTS(BOTH SANITARYAND STORM). <br />4. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED WITH ALL NEW SANITARY CASTINGS AND SANITARY CASTING ADJUSTMENTS. r1 <br />5. ADIUSTALLVALVE BOXES IN THE PROJECTAREA, IF THEY ARE NOT PROPERLVSET FOR THE PROPOSED PAVEMENTGRADE. <br />6. VALVE BOX REPLACEMENTS, IF ANY, WILL BE MARKED IN THE FIELD BY THE ENGINEER. <br />]. 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 VADTLJ LAKE <br />A VC �ID <br />AND FINAL LIMITS WILL BE MARKED IN THE FIELD BASED ON FIELD EVALUATIONS. KA R I H LA K L R <br />8. BITUMINOUS BASE PATCHING ADJACENT TO SPOT CURB REPLACEMENT AND SURROUNDING CASTING/VALVE BOX WORK SHALL BE CONSIDERED INCIDENTALTO THE ASSOCIATEDWORK. <br />ADDITIONAL BITUMINOUS BASE PAVEMENT PATCHING, IF ANY, WILL BE MARKED IN THE FIELD BY THE ENGINEER AFTER COMPLETION OF PAVEMENT MILLING OPERATIONS. <br />-11. BITUMINOUS PAVEMENT SHALL BE INSTALLED ST UCTED TO MEET <br />ALL ADA <br />STANDARDS. <br />PATTERNS. <br />10. BITUMINOUSP VEMENT TRAILS EINSTHALL INSTALLED <br />TORUREDIMPROV ALISTING DRAINAGE <br />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 WILLTHEN BE CONSTRUCTED TO MATCH THE EXISTING CONDITIONS. <br />12. TRAI L 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 />o QUICKLVAFTER 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 />GRADES MAY NOT ALLOW FOR SUCH A CLEAR ZONE IN SOME AREAS. ® i <br />CASTING ASSEMBLY <br />(SAN ITARV)(R_1733)-1]33) <br />1�CA11ING A55EBLV <br />ISANITARYI(R-1733)M <br />11 �� <br />••• I EA CASTING ASSEMBLY <br />(SANITARY)(R-1133) ' <br />.F DRAFTa)EmLTON 12Z10NICOLLETAVENUE /BAP CITY OFARDENHILLS,MINNESOTA sxEEr <br />m" xoa u� rURN <br />noae (sszl eso-ssas wwn BAP 2026 PMP STREET& UTILITY IMPROVEMENTSLUE <br />C17.02 <br />s sulr FEET & MENK Em'11: ss,ar nle�eouos-mean.<om ENHlLLS a� STREET PLAN <br />"g www.eono�-menK<om KARTH LAKE CIR <br />®.. <br />