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HomeMy WebLinkAboutC301 Offsite Grading/Drainage PlanNEU MEV 0 0 0 N s mmil L F 5 I 1 1 a x 51 (3' 3 1S SAN ___x -I— I k(9 s a� d ry. /0 007 L FO- -FO— 4 N ti co'`' cn t 4 I 1 I 1 I 1/1 ��Aq 1 1 k I I s 1,\ 03 W I i��s 1 I I III 0 I I ID i p\ q I II I 1 1 I_ I Y 1 I�� ��1 ,r. u x 1 \e•I ,II I ,,?,.1 1 1 Ix III Ij I 1 II I I 0 I I 1 iitt?1 I I i Il C) I 6 co 1 •m 1I T ��'X 1 J/ 1 c ti SD SD SAN in i r x k, AS S.9 WETLANDS tSo x WT cob L E X 0 L E X TC 864.02 Ex\ TO 863.84 cbg- teli X 4 TC 863.46 1 N I f v!_ 1 OMNI I I I I ti I LEGEND EXISTING kb 0 1 SD o N N co x N EXISTING WETLANDS TO REMAIN UNDISTURBED 8 N N N I I I I I I I i(J i9 I i 11 1 I x E X TC 863.83 L EX TC 865.44 I 'SD 1 CONTOUR LINE SPOT ELEVATION STORM INLET STORM MANHOLE SANITARY MANHOLE STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER STORM SEWER CONCRETE END SECTION N II i l i II II II I I I I I! II I1 I I I I-- �k H -I- I- H fl fl 4 H -I-- H -I-- II II I I I I` 11 1� 1 1 1 1 1 I f l! I Jim f 1 l ul`3 1 I I I j/ I I I ii co I I I 1 I i I 1 1 1 1 1 kV,..)) I j/I 1 I incbcf/Willliv)i iiir iPilL iiiiiin) `2'/ in 1--- -I- 4 ---1 -1- F- --1 --I ii- 1- -1-- --F --i -I- F- -17- --4 --1 7 IT 4 -I -I- I-- -1- T /1U 1 I 1 I 1 X I 1 I 1U) I I I I-I' I I I I U 1 I I I I co cb y Ncsb 4). --,111),-IIIIII I II 1) r 1 CONCRETE SIDEWALK TC 863.85 EX PROPOSED OR tpxtoi N WTR I I kk....)) 1 y,,q, k -F --1 I-- -I- --I- --I -I- I F- -1- I I U I 1 I ,F 11 DD. 11 CO 17005t 865.29 862 I I I I 1 I I A I I 1 FUTURE D VELOPM EkV I x ,64 I b 0, cb x 1 1) 1 1 1 1 II4Di 1 II Ii Il I'ir i 'vf 1 iii'1"1 '1 r ii i n"; .„7__ i___ _i_ 4 __I -I- 1- 4- 4 -I -17; %---(1-- -i- -I- -I —I— 1---1- -1- -A -FL{ 1- 1 )11111111 U11111111/1U111\IO ib co Tp 8 X i j 111111•11 1111•11111111■111•011MMI N9131 EX TC 866.44 EX GENERAL NOTES MINE MINIM, 7 H PENNSYLVANIA STREET MONO .111111110 1.) PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. 2.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3.) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 4.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 5.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE.' 6.) THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR. SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8.) T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 86 I IP o EX EX (n) CONCRETE SIDEWALK UT Co C o (U) Co II II WIDTH VARIES SECTION A-A N TEMPORARY c5x SWALE 0 0.37% faS215 IMAM (n) EROSION CONTROL BLANKET \VT 14 1 -4 -4 f 40... 9- 7: q) ,b4:2_c3 ;CUT :9_ 7 _UT UT TC 866.92 EX TC 868.43 EX Bea AL— ce) .0•••• 0, II =71-1 Fri- /1U eILF 0 f FF II II 867 868 1 tts u) 7 tt4 186 .30 „4n) II II DONT DIG BLIND V70 T 868.47 rr 2 870.201 I L 868.361 Ex UT "HOLEY MOLEY' o O4O 80 120 GRAPHIC SCALE IN FEET 1-800-382-5544 CALL TOLL FREE 0 CC 0 LIJ uj CL o o g 0 u.. u_ 0 cc co col SHEET NO. C301 cc CD C:1 CC 0