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HomeMy WebLinkAbout3792-3. ... . .... . 10,55 CONSTRUCTION NOTES t" tl- 0 N, Lw 18" RCP L 6, 6 _F PROFILE AS SHOWN ON PLANS) _":J INSTALL 24- RCP tooff AND po ON PLANS) PER INSTALL JO"' RCP (D -LOAD AND S N G G' ROND V ST9, PLAN 380-2 INSTALL 42- Lu'i �,(x PROPOSED '107 SFINER 10,75) 4:4 �� VER �,C� ""'PIP "Q 2-1. INSTALL 66" RCP (D -LOAD 75 PROFILE AS SHOWN ON PLANS) W7 INSTALL 72- RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) Z F 'S CE V FQ URFA + CK .�OVER,XL 1 "PE CL -CL C) co 10 107a, 85 FL WA F . ... . .... . 10,55 CONSTRUCTION NOTES t" tl- 0 77 77� - 7777,77 —7 7 18" RCP L 6, 6 _F PROFILE AS SHOWN ON PLANS) _":J INSTALL 24- RCP tooff AND PROFILE AS SHOWN ON PLANS) PER INSTALL JO"' RCP (D -LOAD AND PROFILE AS SHOWN V ST9, PLAN 380-2 INSTALL 42- Lu'i �,(x PROPOSED '107 SFINER e i 4:4 �� N lb'o" �, "Q 2-1. INSTALL 66" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) W7 INSTALL 72- RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) Z CL CK CL -CL C) co 10 co F ca S�, Lo M > 4 00 _4 J ,F, 7,?,-,, _RCP V� 11 �2 F_P 5- i_: �,,�,Aoo CN 0) U-) v -1.2" FPS_ 4N, f-07 to 34 IP5 37 CF5, + QQ u io, + 00 Ul oa� �J 5 J_ CF5 to_ In + (0 IN 0 ---- 8, (6 r w 2 (C + _N6, tv , 0, -9,96-1 INSTALL J-30.36, LF 727:,RCP lNSTALL J4&50 LF -i 72 RC I`P:_ INSTALL': 1 (1800-6 (1800' D) 28 29 30 31 32 T �RO F �IL S Cp A" L E ] h VERTICAL: 1"=4! HOMZONTALL 71"=40' —7, A' 30 LAT A--;; 7 661AT�',A-41 S 01 '77 CONSTRUCT MANHOLE PIPE TO CONSTRUCTION NOTES PER J, 0 INSTALL 18" RCP L 6, 6 _F PROFILE AS SHOWN ON PLANS) CONSTRUCT MAN14OLE PIPE TO INSTALL 24- RCP tooff AND PROFILE AS SHOWN ON PLANS) PER INSTALL JO"' RCP (D -LOAD AND PROFILE AS SHOWN V ST9, PLAN 380-2 INSTALL 42- Lu'i �,(x ", e i 4:4 �� N lb'o" �, "Q 2-1. INSTALL 66" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) D n18 INSTALL 72- RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) Z ul 10 F Lo CFS�� 4 0 L Z::. J ,F, 7,?,-,, _RCP INSTALL 304.40, V 72",: RCP t i� f-07 34 35 36 37 CONSTRUCT MANHOLE PIPE TO CONSTRUCTION NOTES PER APWA 0 INSTALL 18" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) CONSTRUCT MAN14OLE PIPE TO INSTALL 24- RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) PER INSTALL JO"' RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) ST9, PLAN 380-2 INSTALL 42- RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) FINAL INSTALL 66" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) D n18 INSTALL 72- RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD. PLAN 320-1 CONSTRUCT' MAN14OLE PIPE TO PIPE PER APWA S7D. PLAN 321-1 CONSTRUCT MAN14OLE PIPE TO PIPE PER APWA STD. PLAN 322-1 CONSTRUCT JUNC77ON PIPE TO PIPE PER APWA STD. PLAN 331-2 CONSTRUCT CONCRETE COLLAR FOR RCP PER APWA ST9, PLAN 380-2 CONSTRUCT PIPE PLUG PER DETAIL 52.37' ON SHEET 1 40� 11' ADJUST MANHOLE RIM TO GRADE AFTER N21'56'30"E FINAL SURFACE HAS BEEN INSTALLED CONSTRUCT LOCAL DEPRESSION PER STREET IMPROVEMENT PLANS BENCHMARK ELEV. 10-77.40 LOCA11ON: CHISELED BOX IN EASTERLY TOP OF CURB TAMARIND AVE., 60' SOUTH OF TAMARIND CT,, 500' SOUTH OF SLOVER AVENUE. ml REMS�011 DESCRIP-nON FHAM[Illdfffl�� "rllfll�rnik.l k �-tv , 0, Ap g COURSE DATA 1 BEARING NOO*31'59"W DISTANCE 2382�37' 2 N45'00'00"E 22.35' 3 N89*28'01"E 4.30' 4 N89*28'01"E' gog gpbp lN 5 N21 *56'30 "E 36.88' 6 N45'31'59"W 3 1. 23' 7 pp9mmi"ll", , " "j," tv 11,30' 8 __N61 N60'31'59"W 48.59' N45*31*59"W 9.32' —9 10 N44*28'01"E "rllfll�rnik.l k �-tv , 0, Ap g COURSE DATA 1 BEARING NOO*31'59"W DISTANCE 2382�37' 2 N45'00'00"E 22.35' 3 N89*28'01"E 4.30' 4 N89*28'01"E' 64.86' 5 N21 *56'30 "E 36.88' 6 N45'31'59"W 3 1. 23' 7 *10'36 "E 11,30' 8 __N61 N60'31'59"W 48.59' N45*31*59"W 9.32' —9 10 N44*28'01"E 52.37' 11 N5.9*28'01"E 40� 11' 12 N21'56'30"E 14� 53' FOR STORM DRAIN LATERAL P R 0 FI LES g REFER TO STORM DRAIN PLANS LISTED ON THE SHEET INDEX SHOWN ON SHEET 1. NOTE: HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED IN THE FIELD AND ENGINEER NOTIFIED OF ANY NSCREPANCIES PRIOR TO CONSTRUCTION. S 0 -0, ME