Loading...
HomeMy WebLinkAbout3006-2CONSTRUCTION NOTES 9+00 INSTALL 6.5" MIN. AC OVER 6" AGG BASE C.E. INSTALL 8" PCC CURB AND GUTTER PER CITY STD 1003 3Q REMOVE EXISTING 8" PCC CURB AND GUTTER �" REMOVE EXISTING CATCH BASIN INSTALL CATCH BASIN PER APWA STD 300-2 (V=3.771, H=3" W=12' A=90°) �6 INSTALL 15" DIA., 1350D, RCP (EXTEND TO MEET C.B.) �1C.. CONSTRUCT D/W APPROACH (R=B, W=35' PER CITY STD. NO. 102-C. --E 9U EXISTING TELEPHONE SWITCH BOX - PROTECT IN PLACE. �IC=... CONSTRUCT PCC COLLAR AT PIPE TO PIPE CONNECTION PER APWA STD 380-3 11 EXISTING SEWER MANHOLE PROTECT IN PLACE ��IC.. 12 EXISTING S.D. MANHOLE ADJUST TO GRADE. 13 EXISTING DRI VE WA Y, PRO TEC T IN PLACE. 1® INSTALL 0.1#' MIN. AC O VERL A Y 1@ . OVERLAY �.. REMOVE EXISTING A.C. PAVEMENT @a BASE Q CONSTRUCT 4" x 14" RECTANGULAR DRAIN PIPE PER �1.... CITY STD. 124-A 18 CONSTRUCT 8" AC BERM PER APWA STD. 120-1, TYPE D-1 a��...�. 19 CONSTRUCT CLEAN SAND BACKFILL WITH 2" A.C. CAP CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, a CA SE A, H=3" H1=3' 21 CONSTRUCT 4 CONCRETE SIDEWALK PER CITY STD. NO. 1015 a�OC...... 1-8 2© INSTALL S TREE T LIGHT PER CITY STD. 1016 ����110.......... ��IIIC...�CC� .. � . ���� 0���1.... ���... r..�� ..... � ... . � ..�� ... .... �� vi �iliii� ....... ilk ........... ilk —......_ mmmmm � ������,. ��� ��'� ■�� iia i� a`�� sil�� �i��i�i �����s��ii�� c ,a��,� ��iii �� �ii �si �ii�■■MEMEMEMEMI �����i�� ��n��iii���'�����i�■■ '��� �iiii !l������1��'•��'ii==M"E=MC' �■■■■■ �i ■■■ ■■\`. I■/i■■1�li�l�C - ■■■■■ ■■■■ ■■■ ■ ■■■ Coit■ '1 ■■■■■■ ■■■■SSI■F�71■■■�� ■■�1■■■■■■■■■■ MOEN ���°'i�� !� ����� ! ���■i� iiii� iiii� i■i�� ii�i'��d��� �iiii■��,iiiiii�iiii����_--=:—.:wi■�� t0i�i■■■■■■■ C.....IIC.�.SII......��I�C...�._��.......��....._��..���.�1�.....�1� .............. ��...............11��.�...........=a�1��=.0 :•��::::•���:::••p� 1��� :::...i 1�� ::::�� :::••� IC�� :::�� C : C� :::•a �1�� :::::•i�� 111111�� ::::� iii 10C�...... ::::::::�..�iiii IIIC=.. ::::::::: •••pl�l� �� �IC�� i� � � �� '� 11� MENEMMENEM MENEM MENEM MEMO":1�L MENEM CONSTRUCTION NOTES 9+00 10+00 11+00 12+00 to r ^I o�W N EXIST. FIRE HYDRANT CL- Ot 12" W EXIST. PCC & C&G TO REMAIN N EXIST. WA TER VAL VES cn 13+00 18" S - A2) STORM DRAIN MH 1 @SWR MH — — — — --/ ---18" S ;p111q;1g�1jj;q tis —m 36" RC .D. 1 36" RCP S.D. 5' GRIND N & O VERLA Y 5' GRIND c") 1 18 19 c� & 0 VERLA Y 4" G �1 SA LINE 10 0 � � � lt 13 6 n 9 `9 g'�6 G 6r �Gv 16 1 20 4 Ln 3 G c r g�• gb o13 ___ - — g2• AFL— -- g22'�`�-- -- — \_ — ----- -- -- _ __– 0��—---_________\L.== r QO ��' 18 , . . --- _ �' --' - ' . _ 82.57 '—-------- (� ::_ • Ras, 92.65 — ----- —._--- -----to N —--------- — --- w w ww� R= 8' 92.87 94.56 >; 94.93 92.34 TC 92.31 0" CF W 21 W U 0" CF 34 0" CF 94.86 TC W TO GRA TE 92.95 to > z N W oo c 91.88 O Q CF p �'`. Z co J 94.64 �, 95.01 INV. OUT g m J _ �. m 0" CF ca 0" CF I o L= + � M W raSLI O cr) V_" W DO p m (0 U J V jL CL c+ LLI Q p W J Lc)ctjCL U o >- % N r OCU O CL o �C 5 CL O 7 W 1+ >C SCALE. �n = 20' W W + -� W o c 8 cx. O 0 5 10 20 40 60 INSTALL 6.5" MIN. AC OVER 6" AGG BASE 2Q INSTALL 8" PCC CURB AND GUTTER PER CITY STD 1003 3Q REMOVE EXISTING 8" PCC CURB AND GUTTER ® REMOVE EXISTING CATCH BASIN INSTALL CATCH BASIN PER APWA STD 300-2 (V=3.771, H=3" W=12' A=90°) �6 INSTALL 15" DIA., 1350D, RCP (EXTEND TO MEET C.B.) 7� CONSTRUCT D/W APPROACH (R=B, W=35' PER CITY STD. NO. 102-C. CONSTRUCT D/ W A PPR OA CH (R= SEE PLAN, W=28' PER CITY STD. NO. 102-C.. 9U EXISTING TELEPHONE SWITCH BOX - PROTECT IN PLACE. 10 CONSTRUCT PCC COLLAR AT PIPE TO PIPE CONNECTION PER APWA STD 380-3 11 EXISTING SEWER MANHOLE PROTECT IN PLACE 12 EXISTING S.D. MANHOLE ADJUST TO GRADE. 13 EXISTING DRI VE WA Y, PRO TEC T IN PLACE. 1® INSTALL 0.1#' MIN. AC O VERL A Y 1@ COLD PLANE A.C. PAVEMENT, 0.10' MIN., AND INSTALL A.G. OVERLAY 16 REMOVE EXISTING A.C. PAVEMENT @a BASE Q CONSTRUCT 4" x 14" RECTANGULAR DRAIN PIPE PER CITY STD. 124-A 18 CONSTRUCT 8" AC BERM PER APWA STD. 120-1, TYPE D-1 Underground 19 CONSTRUCT CLEAN SAND BACKFILL WITH 2" A.C. CAP CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, a CA SE A, H=3" H1=3' 21 CONSTRUCT 4 CONCRETE SIDEWALK PER CITY STD. NO. 1015 1-8 2© INSTALL S TREE T LIGHT PER CITY STD. 1016 10+00 11+00 12+00 to r ^I o�W N EXIST. FIRE HYDRANT CL- Ot 12" W EXIST. PCC & C&G TO REMAIN N EXIST. WA TER VAL VES cn 13+00 18" S - A2) STORM DRAIN MH 1 @SWR MH — — — — --/ ---18" S ;p111q;1g�1jj;q tis —m 36" RC .D. 1 36" RCP S.D. 5' GRIND N & O VERLA Y 5' GRIND c") 1 18 19 c� & 0 VERLA Y 4" G �1 SA LINE 10 0 � � � lt 13 6 n 9 `9 g'�6 G 6r �Gv 16 1 20 4 Ln 3 G c r g�• gb o13 ___ - — g2• AFL— -- g22'�`�-- -- — \_ — ----- -- -- _ __– 0��—---_________\L.== r QO ��' 18 , . . --- _ �' --' - ' . _ 82.57 '—-------- (� ::_ • Ras, 92.65 — ----- —._--- -----to N —--------- — --- w w ww� R= 8' 92.87 94.56 >; 94.93 92.34 TC 92.31 0" CF W 21 W U 0" CF 34 0" CF 94.86 TC W TO GRA TE 92.95 to > z N W oo c 91.88 O Q CF p �'`. Z co J 94.64 �, 95.01 INV. OUT g m J _ �. m 0" CF ca 0" CF I o L= + � M W raSLI O cr) V_" W DO p m (0 U J V jL CL c+ LLI Q p W J Lc)ctjCL U o >- % N r OCU O CL o �C 5 CL O 7 W 1+ >C SCALE. �n = 20' W W + -� W o c 8 cx. O 0 5 10 20 40 60 W Z iinr J m ,.. ) 0 I BEE VE WE V V Q, O w J C + 4 � w ' + v, o {130 ) ^ V ti oNi I GrA I I 1 1. 44) U .p V q ori Ad I v V N ,,, O c i o C N TR IC 7 8. 9 °) cv y ~ V v `+ `r' N ^ { 0 130 8,651 2 C. 150D os W k� orc +� 1 2 h % o y% -19,2%) 496 { ZJyjV ^ a b ^ v I•. � o A T l L � c 90 ) PROFILE HORIZ. 1" = 20' SCALE: VERT: 1" 2' 8+00 9+00 10+00 11+00 12+00 13+00 17 1 iv W) I — — T t ---�-----"""-'---�'---�� rrrww o�W N EXIST. FIRE HYDRANT — — — — — — — — -- — — — — — — — --- — — — — -- — — -- — — ---s^ N\ ��— — — — — -- — cV — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — _ - — — - 12" W 12" W EXIST. PCC & C&G TO REMAIN N EXIST. WA TER VAL VES eo CONS TRUC TION NO TES 11 SWR. MH 1 18" S �_ 1 STORM DRAIN MH 1 11 SWR MH _ _ _ i8" �- �-0 �1 INSTALL 6.5" MIN. AC OVER 6" AGG BASE " - - 2� INSTALL 8" PCC CURB AND GUTTER PER CITY STD 1000 3 1 1 6" CPS.D. Q3 REMOVE EXISTING 8" PCC CURB AND GUTTER c� —` 5' GRIND & OVERLAY _ 5' GRIND 4� REMO VE EXIS TING CA TCH BA SIN 1 �1 2 SA wcv r LINE f0 0cr) & �G ERL A Y INSTALL CATCH BASIN PER APWA STD 300-2 (V=3.77', H=3", W=12, A= " 90°� -- - 13 g 9Z' 66 R-6' �G `^° 0 '�'-------------------_ - `19�--- �G -_ 16 --- 9�'2'�`�----- - -- -------------- o - . -:-: _- - 92 1� - R-8' - 4 a --- -- 3 + r< ^ ao 4" G -..----------- -- �6 INSTALL 15 DIA., 1350D, RCP (EXTEND TO MEET C.B.) - - ----=-=- - N - - - - - - -=--=- , t �• � CONSTRUCT D/W APPROACH (R=8, W=35' PER CITY STD. NO. 102-C. *- - - :.::.:::.:. . .:.:....::. - - - - ' — — — 92.P- . _-:- - •: _-:•i-.-:-:------- ® a CONSTRUCT D/W APPROACH (R--SEE PLAN, W=28' PER CITY STD. NO. 102-C. EXISTING TELEPHONE SWITCH BOX - PROTECT IN PLACE.- - ' 1 r � 92.65 - - - - - - - - -' -" � - - ya - - -' - - C. cc - - - - -- - - - - - 7.9 R=•-�- - R�,B, - - - - "-- 92.87 10 CONSTRUCT PCC COLLAR AT PIPE TO PIPE CONNECTION a 92.34 3 0' CF V 21 to W 2 Cr 94.5 >. 94.93 0" CF 3 0" CF c`° a s4.8s rc w 11 PER APWA STD 380-3 EXISTING SEWER MANHOLE PROTECT IN PLACE L. I ' 92.95 o CF N Z- N > w ¢ ch 2 J J m 94.64 -.+ 95.01 �, Co o" CF 0" CF ~ CZ + wwmj