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I I i I I i I I 6 I I i{ I y i I i i I! I I I c3 I I i I I I I I I I I i l i I 1 I I i u I I 1 i U I V i f 6ti x 1��' III III I 1 11 B67 x rr ff 1 I1 II I i i x I k I l l I I I I I 1 I �II�11 (�1 i I 'I 11 I x I I I l I I I l l l I I I I I I I I I r ti r I I n I o �I I I I l i IIII f �l (�l 1 f i I� x 11 I 1( I (I I 1 1 1 I 11 11 11 x I I I I I 11 I l i i I i V I I mo! I I I I I 1 1 I 1 I f I f I I I, i 1 I i I I I I I i I 1 l l o� N 11 4 I I I1 I I 4- -1 -1- -1- -1- -I I I-- -I- I I 1 i I-�- F- -i- r ii I1 H- I 11 1- -1 k 4 1- -1 1- I1 I I q 1 1 I I i J II ��I 11 1 1 1 1 1/1 I I I I I I L iI I iii I .I 11 II II II 11 I x I I 1 I l l i l l ju) 1 1 1 I I I I I I I I I I I I iI I �u1 ,x I1 II ul (u) U k 11 l I!} i X! I I I I I I I �6 1 I i I O I I i I) II t l ii V oh� /1 111 i a6k x I i l 11 I I I 1 1 I I I I I I i I I i I l I I I I I II Ex I� 85 I i I I �oP I I l( I 1 I I X x J I�� oe 1 III h 1 (n l i l l i{ I 1 1 1 1 1 f l I I I I I l l l l i l l l l( l I I I I I I I 4 I i 1 q/ L I I i J Li-- .1-�- k��J I I I IL_ I 1_ I L e..� I-_.- .�-I� i i I L� i-- Lr-- I- -I-- --a 1 11� 11 I1 0�0 UT UT-}-+---- -UT UT---- }i- UT Fo---- -FO- po I I� �l ti i I UT- UT- f-+- UT--- -UT- UT---- UT Fo� �o/ 11 w WT UT.t iT --WT Wes 1 UT UT •______4I_ fJT UT- t x T -1 -4T -UT -UT- -UT UT -UT- r fa' L UT-- -UT ,T I -UT ,k UT �a oti i x U�`` UT UT UT' a°` o o h o o llY �1JT U��- UT UT UT UT /0 i D e b o ��o, o o y• x o f o o- o -w o o o� I I 0 00 o, 'L c, if h �;p o _x 0 l7T O o, N I �`4bb� 88, x x x i U T x_ -f ox o o i x p ox o i o �o -oo I o X 6 0 --o o D 67 D x �I> \E TC CONCRETE N H PENNSYLVANIA STREET o C o o oo� o ho o ff o��`� I 1� Q I I I �6��0 i� 0� 1 �h g s -10 S�!'� f G 8\ o -SAN -x- -X _/x SN I 1 TC 863.46 -1 Sp -12 "SD 12 SD EX 12 SD 12 SD 2 S TC 867.03 868 o° o I SIDEWALK I! SIDEWALK i -1 TC 86511 C 865.45 I 863.85 l- _J T 868.41 f D TC 864.02 I 1 TC 866.92 1 I 1 TC 863.83 I I 11 I x TC 863.84 LEX� I 1 TC 866.44 I I TC 867.45 Ex 7 TC 868.4: I i Nrn I I I o cn (Ex EX I EX T 868.47 N Go v o �J oo I E x I} I I 111 11 o EX TC 865.44 z I o TC 867.25 ti TC 865.29 Ex z I I I I Ic I I L_ Ex I I I I N I Il o� I z I Jf x 0 x I� f� m -1 c f1 I r� II1 GENERAL NOTES SECTION A -A o z 0 40 80 120 GRAPHIC SCALE IN FEET 'HOLEY MOLEY' r'ii Th C301 W Z ci: Z O Ix C!, W 0 H LL 0 L.: a 1 3d;jff� rr Q) 1.) PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR LEGEND o� O SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION N N AND CORRECT. EXISTING PROPOSED 2.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING I- t m FEATURES AS NECESSARY. 749__ CONTOUR LINE V) 3.) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE kb EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE b oy' x SPOT ELEVATION OR PROPERLY SEALED WITH A TACK COAT MATERIAL. INLET 4.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE a STORM 0 F- WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB .o N AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. STORM MANHOLE 5.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE w 1j WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND SANITARY MANHOLE v EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS 0) n _J AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. Eli STORM STRUCTURE NUMBER E 6.) THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR N SHALL INSTALL THE FINISH GRADE AT 1/2 BELOW PAVEMENTS WHEN SANITARY STRUCTURE NUMBER t00 SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. s 7.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE SD STORM SEWER DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONCRETE END SECTION 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. SECTION A -A o z 0 40 80 120 GRAPHIC SCALE IN FEET 'HOLEY MOLEY' r'ii Th C301 W Z ci: Z O Ix C!, W 0 H LL 0 L.: a 1 3d;jff� rr Q) 0:1)1 w Qc C_.Cf)� o� O Z 0 co d Z /1 Y Ix a �•J 0 J U ci W H W W Ix 1�= 0 2 co N r W Ui J Z 0 z Z a- W Z O 0 a SHEET NO. 1 -800- 382 -5544 CALL TOLL FREE WIDTH VARIES EROSION Q) 0 N N Z 0 �0 I- t m V) (n V rn 0 V) V) 0 o J c v a 0 0 F- /1 Y Ix a �•J 0 J U ci W H W W Ix 1�= 0 2 co N r W Ui J Z 0 z Z a- W Z O 0 a SHEET NO. 1 -800- 382 -5544 CALL TOLL FREE WIDTH VARIES EROSION Q) �0 0 L 00 r J p Cn 0 0) N F- .o N C w 1j 0) a_ v 00 0) n _J C (Q N 0 d' N s Wit• in Li /1 Y Ix a �•J 0 J U ci W H W W Ix 1�= 0 2 co N r W Ui J Z 0 z Z a- W Z O 0 a SHEET NO. 1 -800- 382 -5544 CALL TOLL FREE WIDTH VARIES EROSION