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HomeMy WebLinkAboutTED4001398.16STRUCTURE NOTES CD Z W 12 W Lj Er CC �7 Q Li a- J Z J F- Cl W F- W W W F,l U J W J U _Z 2= U Z Z Cr W W Crj Q U0 W W LLJ W W W W W 0 O �} Z Z U _Q W Cr o= W a- C� N �- O N p N ,.- W Q Qt W -� Q The first number of Q Q Cn p - _ N� Cr W W CI- W Dr Cr N C- to W � i1-I F- t/) � CL i cr "CODE DESIGNATION" refers to the sheet � Q J J J Z O I- Q to Q („) Z W a- W W W F— W F- F.. W LJ I.- F- W - Cr X-- W Cr W (�,.J 1--- Q O W F-- I— O W � 1-- W J >- CL >-- ?- CL.. >- W Of �-. W C� j t 1 Z number of the contract U X W � F= Q Q J - _ a a- a_ W W� W 2 01 W d N W U Z2 W Z2 W CV 2 W N� p I F- F— F— U Z J 0 U W QD plans. The second number to the W Y U Q Q U W U 00 Cr U `� Q z Cr _Q Z �Q LnQ r Q _Z _Z Z 1 - O Z LIJ— k) refers construction feature found on the W m ( z U W W Z — z 0 Z0—W CL W �/} 0 to 0 to Q to Q 0 Q W J W U Q � 0 particular sheet. (� J Cr LJ l j W a_ Q W QC,� W UU = p U Z O U 2 b U J= I= J= J= CO CYl CO W z J W a- } 1 U U J WZ �p �� U = J Z zJ U Z o F- D� W W L�F- �W U ZZ U ZZ U Z Z Cr �N Z OU =z O U =Z O U =Z O U 2Z = U U UW � _ Cr I ( L J Q W Cr U D Q D z Q Q Q- Q Q Q� Ln z Q00 z Q Z Q Z- Q —) F— F-- F- W Q a_ z tl► LL F- Cr W a_ p Q= Q O Cr z Q Z Q J N-i Ln. i QD -► W W Cv a0 N Q Q Q N Cr vn O Q I j l laJ Y) (DCo Ln lL 0= U= U c> > o :Dn a_ r- ri r- CL � U v1 F— 2 -1 2 t� 2 �t 2 r\ Q U U U — (,D Q U = CODE i-= i-= z i= i' L.L. lL lL LL• l.L LL' LL LL ��-- iJ- %-- i R E M A R K S DESIG- NATION STATION U U O U U U J J ..� J -� -� --� Z 0 Z 0 Z 0 Z 1 0 Z 0 Z 0 Z 0 Z O Z O -� Z O U 21- 1 1473+00 Rt. to 1473+00 Lt. 20 6 2 431 43 1 2,7 - 2 1473+00 Lt. 1 1 _ _ 7 - 3 1473+00 Lt. to 1475+00 Lt. 117 21 198 98 1 E,. 2 4 - 4 1475+00 Rt. to 1475+00 Lt. 26 6 2 43 43 1 _ 2.7 - 5 1475+00 Lt. 1 1 7 _ 6 1475+00 Lt. to 1477+ 50 Lt. 1475+10 Rt. 215 26 248 248 1 - 7 1 --- - 8 1477+50 Rt. to 1477+50 Lt. - 23 - -- 6 2 46 - - 46 1 __ - �- 3. 2, 7 - 9 1477+50 Lt. 291 25 1 1 1 -1 O 1477+50 Lt. to 1479+90 Lt. 37 237 2,4 5 -1 1 A 11+20 Lt. to A 11+20 Rt. 40 5 44 _ 44 - 1 _ - 2, 7 2 11 ._ _1 A_ 2 0 Rt. to 479+85 Rt 1 1 1 - 1 _1 _ -1 3 - 2,4 1479+85 Rt. to 1479+90 Lt. 85 7 2 57- 57 1 -1 4 1480+00 Lt. 1 1 _ _ _ 8 1 7,12,16 - - -1 5 1479+90 Lt. to 1481+75 Lt. 291 22 181 181 1 2, 4, 5 1511 -1 6 1480+08 Rt. 1 - 21 -1 7 1479+85 Rt. 1 1 7 2 2 - 1 1481 + 85 Lt. 1 1 8 - -- - _ _- - - - --- - -- -- -- - -- - -- . _. �- }- - -_ -- -- - -- -- - - - - --- - _ — 7,12 ,16 --- _ 2 + 1481 + 75 Lt. to 1483 50 Lt. 2 85 21 _ _ _ --171 171 1 - i � , �: 2, 4, 5,15 - 3 1483+50 Rt. to 1483+ 50 Lt. 28 7 —2 54 5 4 1 l 2,7 1483+60 - 4 Lt. 1 1 171 171 1 7,12,16 2 6 - 5 1483+50 Lt. to 1485+25 Lt. 294 21 _ 3, .15 - 6 485+25 Rt. 3 56 161 1 1 1 1 1 7 2, 4, 5 3,7 - 7 1485+25 Rt. to 1485+25 Lt. 27 7 --- 56 -- -- 161 --- ----- --- - 8 1485+25 Lt. to 1436+90 Lt. 290 20 -- - 9 1486+90 Lt. to 1488+05 Lt. 199 14 113 1 1 3 3,7 -1 0 1487+42 Rt. ' 1 1 B 11+00 Rt. to '�B 11+00 Lt. 14 4 -- 26 _ _-- - 26 _ __- _ _ _-. __-- _ _� _ -- 1 - - _ i __-- -- _ _ - -- _ - _ _ __-- _ __-- - 2,7 -1 2 B 11+00 Lt. to 1488+05 Lt. 180 16 147 _ 147 - - - _ - -1 3 1488+05 Lt. to 1488+80 Lt. 124 10 - - - -- --- 73 _ 71 _ - — 3 -14 1488+80 Rt. to 1488*80 Lt. 114 10 80 -- -^ 1. 1,8 -1 5 1488+80 Lt. to 1489+58 Lt. 153 11 78 74 1 _. _ — / 2.4 3 -- -- -16 1488+80 Rt. 10 1 200 198 1 7 9,11 3, 5,14 -17 1489+58 Lt. to 1491+10 Lt. 296 32 5 -1 8 1489,62 Lt . 1 1 8 7,12,16 -19 1489.58 Lt. to 1489+72 Lt. 37 4 29 27 1 Z 3,7 9 2 2- 2 0 1490+20 Lt. 1 1 GENERAL NOTES 1. METAL PIFE NOT ACCEPTABLE 2. METAL ALTERNATE TREATMENT 2 OR 5 3. METAL ALTERNATE TREATMENT 5- ONLY 4. USE SOLID METAL COVER AS PER WS.HD STD. PLAN B-19 5. SEE DRAINAGE DETAILS, SHEET 6. SEE ROADWAY SECTIONS, SHEET 7. SET TOP OF GRATE 112 INCH BELOW GUTTER 8. EXTEND EXISTING PIPE 9. PLUG EXISTING PIPE 10. REMOVE EXISTING PIPE 11. REMOVE EXISTING MANHOLE, CATCH BASIN, OR INLET 12, PLACE OUTLET PIPE ON SIDE OF CONCRETE INLET 13. USE BEVELED END SECTION INLET END 14. USE BEVELED END SECTION OUTLET END 15. USE UNIT "P" A� PER W.SPD. STD. PLAN B-6 16. SEE SPECIAL PROVISIONS 17, BURIED TELEPHONE CONDUIT TO BE ADJUSTED BY OTHERS