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HomeMy WebLinkAboutTED4001897.1LEGEND PROPOSED EXISTING 1 SEE SHEET C-6 SEE SHEETS w-2 C-3 C-4 FOR CARR ROAD%98TH AVE SE Sf.` FOR GENERAL NOTES -�� AND DETAILS I HTILITY LOCATIONS A"eSEE SHEETS Cia C2 SD SD E ,N T 0 N � °� T �`5it FOR WATER & SANITARY ' STORM �^ °� � T / SS ➢ rsL , w 1T T i:, n SAN SEWER S SS +- 1 a 1'° 1 i IMPROVEMENTS ' C WATER WAT R �N 1T � JR; POW�F: POWER p y' °tn CURB CONTOUR PROP.LINE N OTES : I. Open cut road crossings for utility treanches on existing traveled roadway shall be backfilled only with pea gravel or 5/8 ©inus crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neat line cut with saw or jackhammer in a continuous line. A temporary cold mix patch must be placed immediately after backfill and compaction. A permanent hot mi.(: patch shall be placed within 30 days and shall be the thickness of the original asphalt or tvo inches. whichever is greater. 2- The Contractor shall be responsible for cleaning and flushing all storm drains prior to acceptance by the Owner. 3. All building downspouts and footing drains shall be conected to storm drainage system. unless otherwise approved by the Department. All downspout drains shall have 1 foot of cover minimum. Unless otherwise specified. slope downspout drain at 0.5% minimum. 4. A copy of these approved plans must be on the job sit.e whenever construction is in progress. 5. All catch basin grates shall be depressed 0.10 feet below pavement level. SEE SHEETS ,- ,�=o. ,�,rf C-3 & C-4 FOR �, ;� o P -`_ CARR ROAD IMPROVEMENTS '` /,,,, �' ct� .� ;. n .. I. ` 1a'�_:, CONC. WALK. .... , / / R=622 97 D-16--31-12.0" L-179.62 2 L.F. 36,1 CMP �% SD a O.50% �%' 10 LF. 12" CMP SD@ 5.50% B N0. I TYPE I C ol R I M 142.75 / I.E. 137.00 IN SE I. E. 135.00 IN W I.E. 135.00 OUT, .. " .ici{ /EXTEND EX. 12�-20 20 L.F.12!' C;D 0.50% i:.'" EX. I.E. 135.1 EX..INLET--� RIM 136.97 IE 135.5 /1"/ CB N0.4 TYRE 2-48" W/SOLID LOCKING Ll RIM 143.00 I.E. 136.65 IN I.E. 132.8.9 OUT,,, 0' a a O U N ¢ w U. W H Cn _.1 'H ¢ W a O a > W z W U H J UJ N W M C7 r W J J Z (,3 Q Z J oam aw a: C'3 C� z t HCr. Cl) ZD OZ Q z O z 3 ° z O z W ar IG\ I l z Z C 3 0 i Cr J, CL v r � L � W V O W Y Ir Date 5/1s/e8 Scale V = 20' Designed CIF P Drawn JDC Checked Approved Dwg. Number 3-175-0101-20 SHEET Y � O Yd rc = to C7 � �9z o�Rp 110 O oo ®� Y rm � to t7l tI CIO i Of—&—