Loading...
HomeMy WebLinkAboutS-2808040o ° 430 I co t (L r Ill a: (- >I r Qo � o LL Z 00 N o� 3a aw �a U c CIO cE �L �E 01N C �I rn c o . a6 �A 425 420 415 410 405 - - PER . yr TD DT, i 60 DOWNSTREAM` MANHOLE 1' -20' HORIZONTAL PER C.U.R. STD DTL 8075) PROFILE SCALES: 1' =5' VERTICAL CONNECT TO EX. WET TAP TEE 1' -20' HORIZONTAL NOTE 1 -12 "x12 "x8" TEE (MJxFL) 1' -5' .,ERTICAL ALL WATERMAIN TO BE 1 -8" GATE VALVE (FLxMJ) CLASS 52 DUCITLE IRG -J 1 -8" PLUG (MJxMJ) W/ 2" TEMP. BLOW -OFF ASSM'Y. WATER / SEWER PROFILE IN ROADWAY �i Q Z i= 0 V 0 W m I Z ti A 430 425 420 415 410 405 0+00 STA. 00 +00 1 -8 "x6" TEE (MJxFL) 1 -8" GATE VALVE (FLxMJ) 1+00 PROFILE SCALES: 1' =20' HORIZONTAL 1'-5' VERTICAL WATER EXTENS!JN TO SOUTH PROPERTY LINE �S D. N0MPTH PROPERTY LINE ......................... -------.-------------------------- TEMP. 2 "BLOW -OFF € PER C.O.R. STD, DTL. 8104 6127 /!vt A46u ,.is PE+RFe)"EV 6Y �r� _ �RCN>E:5 PNO As9ec . a/cL /oo AO= A3*uitr 5LF 8" PVC SS STUB FOR FUTURE EXTENSION 170LF 8" PVC SS S =p. 0050 ...._._._..-. ._.. _. ........ -. ...... 5 42804904 :� 08N(6" IN) STA 2O (6" STA 1 +47 (6" IN) Rfl V ® MAIN-411.65 - INV ®M = I1JV @ MAIN= 412.76 STA. 3+ O+ IN -t„ w AIN € € 405 3 +00 1 4 +00 5+00 STA 2+18 (6" INV 0 MAIN= z U N STA 2 +96 (6'' IN ) STA. 3+40 INV ® MAIN=- 444-49- 1 -8 "x6" TEE (MJxFL) 1 -6" GATE VALVE (FLxMJ) 19LF 6" DIP 1 -F.H, ASSY. STA. 3 +78 1 -8 "x8" TEE (FL) 3 -8" GATE VALVES (FLxMJ) W /CONC. BLKG. STA 3 +67 (6" IN) INV © MAIN = 111.4 STA 3 +71 (6" IN) STA. 4+05 STA 1 +52 (6" IN) 1-8"x90* BEND (MJ) INV ® MAIN = 41.2.78 W/CONC. BLKG, NO%E' STA 5 +66.45 EXPIRES: MAY 6, 2001 W J �QOOC W Z ir 0 Q 3 $III I � rn I rn i C, N w z 0 CL ro 0 rn 3 QJ W M 5 OD C') N OD 00 0 W h F ' O ° 0 mz }N a i JN-to z L cr W OQ0 CN >04 y lw Ill W N —1 ° �� 04 Z ,n Q L uj W�N�v uZ ir 0 w m IL U STA 4 +05.00 SSMH ##3 (48 ") CHECKED FOR COMPLIANCE PROJECT NO. SSMH 2 (48") SIDE SEWERS STATIONING A6.KIN= 424.94 -RIM- 4•-22 -88 # FROM THE PRECEDING J TO CITY STANDARDS4� BMB -RIM- 4-23 -68- RIM = 423.71 -A6 A -ajEB- 415.10 -5, IE g "E�+ +3= -�'�*' FUTURE BRIERE CREEK ip /�L�l_�57,�-c/SE�/ Date iE - IE 10 "c41S.33i1 O�WNSTREAM MANHOLE 8 "( oT DEVELOPMENT DRAWN BY IE Io "= `I19.I6-W -AB Date 07 -22 -99 + E 8"Eou"' --*1142- IE 10 "= 115.38 5 -At5 STA. 5 +62 CAP 8" 'MAIN Date ISSUE .DATE 10 -04 -99 W /CONC. BLKG. SHEET REVISION RECOMMENDED 9816PR01.DWG FOR APPROVAL _ WATER / SEWER PROFILE IN ROADWAY BY: BY. (co _ BY: ACI IC NOINEEEI�1Na EslON I NC. ° civil_ N o�aa �=tli G AND / PLANNING CONSULTANTS ? . '„ yo A � ? r e �� CANNED DE 1 �f 1 r ROLL 16;9 F�R 225 •v r N CZt1 �z N