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o• <br />�s <br />' �111♦11�1♦1♦11♦♦ .. <br />1♦111�♦♦11111 �� � ... .. <br />1♦��11111♦11♦♦1♦1♦��1 �11 <br />11/1•♦ ♦♦I�IIIG -�� �t�+♦1 <br />♦♦�1♦IC♦11♦♦♦♦1♦♦11♦♦I1♦Ii�1♦♦ <br />V 1111♦1♦1♦1♦ILI�Ie►4,,11��♦`��11 • •' �, - ; , <br />( ♦1��1111♦11♦111♦'� ��♦♦♦♦♦♦�1111♦ ' I E � <br />•: 1� ' .� .•- � �'.:.� •��♦�♦��11.�♦•���•� �� ��1%♦��11.II�II�����II��II�I��I��I��I�II�f11�♦1�♦I�C�Am �G�♦Itv,�i <br />CONSTRUCTION NOTES: <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. 9 <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 NEWCASTING. '�i8lF <br />3. INTERNAL EPDXY "PAINTED"CHIMNEY SEALS SHALL BE INSTALLED WITH ALL NEW CASTINGS AND CASTING ADJUSTMENTS(BOTH SANITARY AND STORM). Qy <br />4. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED WITH ALL NEW SANITARY CASTINGS AND SANITARY CASTING ADJUSTMENTS. ` <br />S. 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. �/^pT�J LAKE <br />DR <br />7. ADDITIONAL SPOT CONCRETE CURB AND GUTTER REPLACEMENTS WILL BE MARKED DURING CONSTRUCNON IN THE FIELD BY THE ENGINEER. LIMITS SHOWN ON THE PLANS ARE KNOWN LOCATIONS ONLY - KAR I H LAKE R <br />AND FINAL LIMITS WILL BE MARKED IN THE FIELD BASED ON FIELD EVALUATIONS. <br />-- 8. BITUMINOUS BASE PATCHING ADJACENTTO SPOT CURB REPLACEMENT AND SURROUNDING CASTING/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/IM PROVE EXISTI NG 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 />ANYASPECTOF THE PROJECT. IF CONFIRMED INFEASIBLE BY THE ENGINEER, AT MINIMUM, THE PEDESTRIAN RAMPS SHALL BE CONSTRUCTED TOME ET 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. TM 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 TRAILAUGNMENTS AND IMPROVE GRADES (BY GENERALLY RAISING THE 9LF INSTALL FENCE <br />TRAILPROFILE TO PROVIDE AMORE SUBSTANTIAL THICKNESS OF AGGREGATE BASE)TO THE EXTENT PRACTICAL WHILE MAINTAINING EXISTING DRAINAGE PATTERNS AND TYING IN TO EXISTING GRADES AS 1 1 11 LF INSTALL FENCE <br />QUICKLYAFTER 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 23 LF INSTALL FENCE I <br />GRADES MAY NOTALLOW FOR SUCH A CLEAR ZONE IN SOME AREAS. 1 1 - <br />i. I <br />jhgig <br />E�. diYEiit - - <br />L <br />1 EA CASTING ASSEMBLY <br />L _ _ _ _ _ _ _ (SANITARY))R-1733) <br />T 1 <br />` EA CAST) N G ASSEMBLY <br />• I (SANITARYI (R-1]33) <br />--�--- 2 EA CASTING ASSEMBLY <br />-------------- ____- - __ _______ _-____- <br />M Taff <br />DRAFT�(E)EmL7N 324NIOLLTAYENDE<" JMP CITY OFARDENHILLS, MINNESOTA <br />xoB u� rnoxelsszleso-osae �w.BnP 2026PMPSTREET&UTILITY IMPROVEMENTS C6.03 <br />z. scA� TEE' M E NK Em'll:ax�x<xnle�eouox-mexn.<om EN HILLI STREET PLAN <br />www.eonox-mexK<om KARTH LAKE DR <br />