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HomeMy WebLinkAboutzS-2808Set9 g E f tp SCALE: ALL WORK PERFORMED AND MATERIALS �7\//'1LG• 1' -30 IUSED SHALL- RF IN ACCORDANCE WITH CITY OF RENTON 'STANDARD PLANS', U 30 0 15 30 DATED 001 /21/97. �IC SCALE IN IITTION TO THE WATER, SANITARY SEWER, AND STORM DRAIN UTILITIES SHOWN, THIS PROJECT WILL ALSO BE VE TICAL DATLM* SERVED WITH POWER, GAS, CABLE TV AND TELEPHONE CITY OF RENTON LOCATIONS FOR THESE OTHER UTILITIES WILL BE DESIGNED BY THEIR RESPECTIVE PURVEYORS, SUBJECT TO THE BE34Ck#AAFlK-- REVIEW AND APPROVAL BY THE CITY OF RENTON. IN ORIGINATING BENCHMARK; GENERAL. REWIRED UNDERGROUND CONDUIT AND PIPE, Q CITY OF REM70H 'BM 1844' FOUND 2' I.P. FILLED METERS, TRANSFORMERS, JUNCTION BOXES, ETC., WILL BE WITH CONCRETE W17H TACK IN MON. CASE AT INTX. LOCATED IN LANDSCAPE AREAS, UNDER SIDEWALK OR IN OF SUNSET BLVD- AND DUVALL AVE_ S.E. PAVEMENT CORRIDORS WHICH WILL NOT CONFLICT WITH J ELEV.-409.W PROPOSED WATER, SANITARY SEWER, OR STORM DRAIN F- M -A UTILITIES - II J I SET•CHISIED SQUARE AT N.W. CORNER OF CONCRETE PAD NOTE W UNDER POWER XFER ON N. SIDE OF N.E 18TH ST. 1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE FROM GAS MAIN !. n � ELEV.- 423.48 TO ALL OTHER MAINLINE UTILITIES. W WTBM -8 2 ALL ON -SITE STORM PIPE TO BE ADS-N112. (OR EQUAL), UNLESS co Y! TOP OF 'MW' REBAR AT "LOT 5 ON SOUTH PROP. LN. OTHERWISE NOTEO ON THE PLANS. EL£V- 424.28 W }' J. ALL STORM INLETS *SHALL BE PROTECTED DURING CONSTRUCTION. KEEP SEDIMENT FROM ENTERING STORM SYSTEM, SEE SHT C9 in Q 4. EXISTING UNDERGROUND UTILITIES IN DUVALL AVE NE. & NE 18TH ST. HAVE BEEN SHOWN FROM THE MOST CURRENT INFORMATION AVAILABLE, Z IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, SHOWN OR NOT, PRIOR TO BEGINNING CONSTRUCTION. oo °o 0O3t lZw aW �d U¢ c °E �E � J a c J om "s = ° W z 0 Lo rc C.O -R CNTRL NETIVRK 11996 FOUND 2" BRASS DISK IN I 700 MONUMENT CASE AT WILLIAM BRIERE PARCEL I y INTERSECTION OF NE 19TH I ST. AND DUVALL AVE. NE- I III I I I ! ry I U I t �a 5LF BPVC SS ri R, Mk ' ? _ 5 i.r j I I �� - C I W - m Qi! zl� i TA- 10 +69.89 (DUVALL =� I 1� TA- 0 +00 (N.E. 18TH ST -) .E) I o= I; I£ 6' =' NI 1 -? _ IK 410.73 wwp -&1 -294 AVE. A VE : ii LE. - 0.77 . C OI I ! iI z0 ' Io �n I c� I ' i 10 00 I I I I I f ii i I E: T ( II � I yA i L 9. 00 EX. SSias; C.O -R CNTRL NETWRK 1 44 I V FOUND A 2" IRON PI,�E ' FILLED WITH CONCRETE WITH I TACK IN A MONUMENT ASEI AT THE INTERSECTION �F j I SUNSET BLVD. SE. AND I i DUVALL AVE. SE. I h c, 2;.:�.. 411.20;. 1 - ------- -� i Y ru0 85 1 J -- S =29, y L.oi I 21.:?; SSMH NO.1 (48 "0) SEE SHEET C -8 FOR (LOCATE OVER EX. MAIN) SANITARY SEWER RIM =4226 (MAIM a CR"X) .. PROFILES IE 8 "(1+) - 410.01 IE Slou _405.56 -EX (USE DROP CONNECTION PER C.O.R. STD. DT_ B075) - --_ I E 6" I i 413.50 I I 1 1 i P 0li1 LOT TL j - ---� PAD -4240 r j ` 1 ca I I � A 00,14 R I M- 2260 q i �,JN KE Tc � I 6 1(tq =41210 y l i,Ri Er;,"r I 87�NI =41202 LOTn /I , I 8"(��411.92 PAD -4235 I 700 2 WILLIAM BRIERE PARCEL �o III I III I I I ! ry I U I t �a 5LF BPVC SS _ .. SSMH NO -3 48"/ o STA. 5+66 4451 5 T - m RIM = 42288 zl� IE 8"(�0 = 41297 �� IE 8"(our)c 41287 a � ! - - --_ I E 6" I i 413.50 I I 1 1 i P 0li1 LOT TL j - ---� PAD -4240 r j ` 1 ca I I � A 00,14 R I M- 2260 q i �,JN KE Tc � I 6 1(tq =41210 y l i,Ri Er;,"r I 87�NI =41202 LOTn /I , I 8"(��411.92 PAD -4235 a... E 6 "- , _ I 13.67 LOT 10 PADR4240 .� LOT 9 LOT 8 '• ti. .. �.. \413 -43 413.53 Y i _ I 3 � LOT 7 - J�, Pao -ass 13.65 i w 23 \` l 1.:.67 PAD -4240 V I LAT 4 � V `. LOT 5 PAD -alas L r J MAY 6, 2001 Z Q a z w 3 w 1 `r 0 1 n 0 w e a m m 3 O N OD = W � Wa~i3 y �( °o �l mNW OD � �OIJ1O Z J*-Jn QW >N z W/ wo'wq ° UO6N � Y. afOa�� � i„i CtliEVn Z =:?: -"i �� � PROJECT NO. HIGHLAND BOOK ADDI?IG�! BnAa DRAWN BY � 7 -22 -99 t ISSUE DATE 8 -31 -99 SHEET REVISION CHECKED FOR COMPLIANCE RECOMMENDED 9616PR01 7WG CITY STANARD9 FOR APPROVAL Dote dc• 6,1199 /�. Dote _ BY: o �'ACIFIC E NGINEEF�ING INC. o CIVIL CniGiN��RING AND PLANNING CONSULTANTS �crwNFO oEC i i t999 c �u �Q s =zi; N o =� o Z r N M® W 1%0 ffVn VJ R OLL 19; '! 1 59 I I 412.33 IE 6 "- 412.4 I III I III I I I ! ry I 1 I I t - LOT 1 I LOT 2 Y" LOT.3 ,{J PAD -424A PAD-423.5 II PaD-423�5 Q CV ! - a... E 6 "- , _ I 13.67 LOT 10 PADR4240 .� LOT 9 LOT 8 '• ti. .. �.. \413 -43 413.53 Y i _ I 3 � LOT 7 - J�, Pao -ass 13.65 i w 23 \` l 1.:.67 PAD -4240 V I LAT 4 � V `. LOT 5 PAD -alas L r J MAY 6, 2001 Z Q a z w 3 w 1 `r 0 1 n 0 w e a m m 3 O N OD = W � Wa~i3 y �( °o �l mNW OD � �OIJ1O Z J*-Jn QW >N z W/ wo'wq ° UO6N � Y. afOa�� � i„i CtliEVn Z =:?: -"i �� � PROJECT NO. HIGHLAND BOOK ADDI?IG�! BnAa DRAWN BY � 7 -22 -99 t ISSUE DATE 8 -31 -99 SHEET REVISION CHECKED FOR COMPLIANCE RECOMMENDED 9616PR01 7WG CITY STANARD9 FOR APPROVAL Dote dc• 6,1199 /�. Dote _ BY: o �'ACIFIC E NGINEEF�ING INC. o CIVIL CniGiN��RING AND PLANNING CONSULTANTS �crwNFO oEC i i t999 c �u �Q s =zi; N o =� o Z r N M® W 1%0 ffVn VJ R OLL 19; '! 1 59 9 lluvll" llw- R*r- ri; 1z, ST 1+90 1 SYSTEM HI PT 1 WSTING GRADE PROVIDE AIR-VA, C (&MIN- _C0 K 425 __ -- _ {$ - __ - _____ -- = , i - - - - - - - - - - - 32XF B" DIP WA 420 ir 0— —1 415 w In LL ILL I �7 W wir I Fr ML 381L� 8 PV S- c s in >- 4M C3 —S=OM5-5 ir z 405 An 1 0+00 1+00 STA 1+40 (6* IN) 2+00 INV 0 MAIN= 410.71 SSMH #1 (48-) lb A 0+61 (6- IN) RIM= 422.6 (MATCH EX CRADE) INV 0 MAIN= 410.32 IE WON)= 410.01 IN) C,72 rO, 2-, 11 IsTA 0+58 (6 7j5 IE 8"(0kJT)= 405.56 SIDE SEWERS STATIONING PROFILE SCALES (USE DROP CONNECTION INV 9 MAIN= 410.30 FROM THE PRECEDING LL Z PER C.O.R. STD DTL B075) DOWNSTREAM MANHOLE 1'-20' HORIZONTAL 00 1' -5' VERTICAL PROMLE SCALES: CONNECT TO EX. WET TAP TEE r-w HORIZONTAL NOTE W a,a- 1-12"x12'x8` TEE (MJxFL) r-57 VERTICAL ALL WAIMMAIN TO BE 1-8- GATE VALVE (FLxMJ) CLASS 52 DUCTILE ZRGM 1-8- PLUG (MJxMJ) W/ 2- E TEMP. BLOW-OFF ASSM'Y. E WATER SEWER PROFILE IN ROADWAY 430 . ...... . - - -------- TEMP. 2'0-OW- 13 OFF PER C.O.Ft STD. UT17!1 64—\ i EXISTING GRADE INC 9 GRADE 425 .............. . .......... ........ . ... - - - - - - - - ---- = - - - -- - - - - -- - - - - - - - - -- - - - - - - - - - -j_ 420 -- --- --- --- ------ . . ...... . ....... 9 1 i STA. 3+40 41LF 8701P WA IK 415 WATER SYSTEM LOW PT SSMH #2 (48') RIM= 422.60 Z9 b1l RIM= 422.88 IE 8" (IN)= 412.97 — FUTURE BRIERE CREEK TO CITY STANDARDS BMB 381 L 13" PVC L DOWNSTREAM MANHOLE Lu t DEYELOPMENT OD 0) DRAWN BY 410 0 CD Dote 07-22-99 W (ro) w 345 (6- STA, 5+62 Fro M cj Z C-4 W CD IL j Il,STA. INV 0 MAIN=41&4 d 405 ir Cd STA. 3+08 16" IN UNV 0 MAIN=411.55 III W) 1L 04 10 -04 -99 34-00 4+( m R m ruo STA 1+96 (6" IN STA 3+40 INV 0 MAIN= 411.49 N 1-8 x6 TEE (M JxFL) RECOMMENDED 1-6- GATE VALVE (FLxMJ) ISTA 2+18 (6' IN) 19LF 6" DIP INV 0 MAIN= 411.10 1-F.H. ASSY. z STA. 3+78 1-8"x8" TEE 3-8" GATE VALVES (FLxMJ) STA 3+67 (6- IN INV 0 MAIN= 411.84 WW40-47- 286,11 wm-n-ifts PT 0+20. 6" STA 1+47 i NV W MLA-041 nl 1 INV 0 MAII . .... ..... ................. .. ---------------------------------- - ----- 5+00 STA. 4+05 STA 1+52 1 -8 x90' BEND (MJ) INV 0 MAI W/CONC. BLKG, 430 425 420 415 40 AeWZ 04-00 LTA. 00+00 1-8-x6- TEE (MJxFL) 1-5- GATE VALVE (FLAAJ) PROFILE SCALES -- a —. Vu� I �e WA—MR EXTENSION TO SOUTH PROPERTY LINE Sm 2808 02 c w --vsas) JEx -+WS MAY 6. 2001 Z LL m4: z Lu CC STA 4 +05.00 NOTE- ai CHECKED FOR COMPLIANCE PROJECT NE SSMH #2 (48') RIM= 422.60 Z9 b1l RIM= 422.88 IE 8" (IN)= 412.97 — FUTURE BRIERE CREEK TO CITY STANDARDS BMB IE 6*([N)= 412.09 DOWNSTREAM MANHOLE IE 8"(OUT)--412.87 DEYELOPMENT OD 0) DRAWN BY IE 8"([N)= 412.02 0 CD Dote 07-22-99 W (ro) w O STA, 5+62 Fro M cj Z C-4 W CD IL j 0 < -1 to d ir Cd tu III W) 1L 04 10 -04 -99 W/CONC. BLKG. m R m ruo z STA 4 +05.00 NOTE- WA 3+00.40 SSMH #3 (4eo CHECKED FOR COMPLIANCE PROJECT NE SSMH #2 (48') RIM= 422.60 SIDE SEWERS STATIONING FROM THE PRECEDING RIM= 422.88 IE 8" (IN)= 412.97 — FUTURE BRIERE CREEK TO CITY STANDARDS BMB IE 6*([N)= 412.09 DOWNSTREAM MANHOLE IE 8"(OUT)--412.87 DEYELOPMENT Date DRAWN BY IE 8"([N)= 412.02 Dote 07-22-99 IE 8'(oLjT)=411.92 STA, 5+62 ISSUE: DATE CAP 8' MAIN Dote 10 -04 -99 W/CONC. BLKG. SHEET REVISION RECOMMENDED 9816PROI.DWG FOR lFLrrrLUvAju WATER SEWER PROFILE IN ROADWAY BY- 0 BY- 0 o c BY: CIVIL ENGINEERING AND PACIFIC ENGINEERING L=,,f&-- RmaN INC. ENGINEERING PLANNINO CONSULTANTS 'CANNED DEC ROLL IA l m lqw ■ 160 CO ° C) CO 1 1 11_ E SCALE: 1"=30' 30 0 15 30 60 GRAPHIC SCALE VERTICAL DATUM: CITY OF RENTON BENCHMARK: ORIGINATING BENCHMARK; CITY OF RENTON "BM 1E -A" FOUND 2" I.P. FILLED WITH CONCRETE WITH TACK IN MON. CASE AT INTX. OF SUNSET BLVD. AND DUVALL AVE. S.E. ELEV.= 409.38 TBM -A: SET�CHISLED SQUARE AT N.W. CORNER OF CONCRETE PAD UNDER POWER XFER ON N. SIDE OF N.E. 18TH ST. ELEV.= 423.48 TBM -B: TOP OF "ESM" REBAR AT "LOT 5" ON SOUTH PROP. LN. ELEV. =424.28 ALL WORK PERFORMED AND MATERIALS USED SHALL BE IN ACCORDANCE WITH CITY OF RENTON "STANDARD PLANS ", DATED 01/21/97. NOTE: IN ADDITION TO THE WATER, SANITARY SEWER, AND STORM DRAIN UTILITIES SHOWN, THIS PROJECT WILL ALSO BE SERVED WITH POWER, GAS, CAPLE TV AND TELEPHONE. LOCATIONS FOR THESE OTHER i ITILITIES WILL BE DESIGNED BY THEIR RESPECTIVE PURVEYORS, SUBJECT TO THE REVIEW AND APPROVAL BY THE CITY OF RENTON. IN GENERAL, REQUIRED UNDERGROUND CONDUIT AND PIPE, METERS, TRANSFORMERS, JUNCTION BOXES, ETC., WILL BE LOCATED IN LANDSCAPE AREAS, UNDER SIDEWALK OR IN PAVEMENT CORRIDORS WHICH WILL NOT CONFLICT WITH PROPOSED WATER, SANITARY SEWER, OR STORM DRAIN UTTLI TES. NOTE: 1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES. 2. AP ON -SITE STORM PIPE TO BE ADS -N12, (OR EQUAL), UNLESS OTHERWISE NOTED ON THE PLANS. J. ALL STORM INLETS SHALL BE PROTECTED DURING CONSTRUCTION. KEEP SEDIMENT FROM ENTERING STORM SYSTEM, SEE SHT C9 4. EXISTING UNDERGROUND UTILITIES IN DUVALL AVE. NE. & NE 18TH ST. HAVE BEEN SHOWN FROM THE MOST CURRENT INFORMATION AVAILABLE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, SHOWN OR NOT, PRIOR TO BEGINNING CONSTRUCTION. C.O.R CNTRL NETWRK #1996 �U t FOUND 2" BRASS DISK IN MONUMENT CASE AT a INTERSECTION OF NE 19TH 0 o ST. AND DUVALL AVE. NE. C , LL Z I c O ® i I i li Q z 2 I I <J7 U TI` Z w c x L W CL E1 2.3, 14 i -SD Imo' IN �' 12' L 416,1 g �'', �,` .'� `I mE I W � E d i =i o Q v1 0 Ln �P = STA. 10 +69.89 (DUVALL AVE. N. E)= -I I I o STA. 0 +00 (N. E. 18TH ST.) I N ® U I,T K F W vi O a ° ,W,, - }, STS 10 r72, ' =.Ci; Q W 1 ^! ® _ ell °Y CE3 .- RIM ELEV 422.29 In IE ELE`./ = 420.77 ",-I $ �I 12" CSP S I o zz w,vdsp REVISIONS. PER CITY COMMENTS: 08 -31 -99 8MB X. GB Ri Ji = 4 2 3. 36 Ni!LN 416. 11 11��/ :q r1h 11 4,_,.�.� SSMH no la A8- RIM = 414,06 A6- IE 10 = 413.04 -W aB-Ig lot- fl -5.II E 2U` IE 6 > IF 410 73o� 41'. rl - --- - -- IE 6 "- / EX. L940.85 RIL1 422.6i n.`1.4 "W= 421.97 (LOCATE OVER EX. MAIN) RIM =422.6 (MATCH EX. -RApE) IE 8 "(m) = 410.01 IE 8 "(our)-405.56 -EX (USE DROP CONNECTION PER C.O.R. STD. DTL. B075) A PORTION OF THE N.E.1 /4, S.W. 1!4, SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W k WILLIAM BRIERE PARCEL Lo SSMH NO.3 48 "0 I 6' PVC SS STA. 5 +66.45, 5 LT 42j- I AS -KIM =444.44 �- _1- -L -------- 3E--6 =L - - cnl� AB -IE 8= 415.0.0 -5 C " I N i C, to In- = - - - -- =�? - - -� I 6 419-33 IE 6 "= - o m I 412 T2 ( - -- v1 10 00 I a. I - -- f-1 I I I I I CL SANITARY SEWER Q cn t PROFILES a • I I I z � A, rESU{LTI! pfRtoKT4IE v oi/ LOT 12 I a t I l �I T - - -' PAD- -424.0 E- I I I m IJ 6 _ A411ythLT A I I I SHED j ! Ii f r, u; I _ i 1 AB -RIM= 423.11 z I LOT - -- Uj PAD -424.0 A#-IE 10"= '11533-11; S EX. SSI1H - T AB IE 10 "= 915.18 W I RIM-421.47 j 423 AS-lE 10':91538-5 z 1Nv_8 "= 408.07 � CONCRETE Ln C.O.R CNTRL NET l 44� I - DRIVEWAY cr FOUND A 2" IRON PIPEJ 1 I I I N87 "35'19 "W -� \\ FILLED WITH CONCRETE WI T I ii.95' 22 - TACK IN. A MONUMENT I-ASE � _I L - - - 44IR71 AT THE INTERSECTION OF j I SUNSET BLVD. SE. AND -,--(,'IE 6"= NV.18 S=4i�S.6 DUVALL AVE. SE. I zz w,vdsp REVISIONS. PER CITY COMMENTS: 08 -31 -99 8MB X. GB Ri Ji = 4 2 3. 36 Ni!LN 416. 11 11��/ :q r1h 11 4,_,.�.� SSMH no la A8- RIM = 414,06 A6- IE 10 = 413.04 -W aB-Ig lot- fl -5.II E 2U` IE 6 > IF 410 73o� 41'. rl - --- - -- IE 6 "- / EX. L940.85 RIL1 422.6i n.`1.4 "W= 421.97 (LOCATE OVER EX. MAIN) RIM =422.6 (MATCH EX. -RApE) IE 8 "(m) = 410.01 IE 8 "(our)-405.56 -EX (USE DROP CONNECTION PER C.O.R. STD. DTL. B075) A PORTION OF THE N.E.1 /4, S.W. 1!4, SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W k WILLIAM BRIERE PARCEL , \1 7 #00 I` } Lo SSMH NO.3 48 "0 I 6' PVC SS STA. 5 +66.45, 5 LT 42j- I AS -KIM =444.44 �- _1- -L -------- 3E--6 =L - - cnl� AB -IE 8= 415.0.0 -5 C " I N N87-35 18"Vli ED - - - -- =�? - - -� I 6 419-33 IE 6 "= - I I :413.50 I I 412 T2 ( - -- -- - -- f-1 I I I I I I SANITARY SEWER p OR I t PROFILES a • I I I z � A, rESU{LTI! pfRtoKT4IE v oi/ LOT 12 I II III - - -' PAD- -424.0 E- I I I IJ 6 _ A411ythLT A I I I SHED j ! LOT 1 1 AB -RIM= 423.11 z I LOT - -- Uj PAD -424.0 A#-IE 10"= '11533-11; S MH :2t4eO)- -- T AB IE 10 "= 915.18 W I A. +05.0014 RT i 423 AS-lE 10':91538-5 i i � CONCRETE - - - -- l - I I - DRIVEWAY LOT 11 �1 I N87 "35'19 "W -� \\ P1 AD-423.5 "I ii.95' 22 - IE 6 "= - IE _I L - - - 44IR71 , \1 7 #00 I` } Lo I I I I I 6' PVC SS 42j- I I _1- -L -------- 3E--6 =L - - cnl� S 0 I N : O 419-33 IE 6 "= \;ti � I 412 T2 ( SEE SHEET C -8 FOR I I SANITARY SEWER I I I t PROFILES I I I z � A, rESU{LTI! pfRtoKT4IE v oi/ I II III ulo GdoNV1S APtQ A` cX.. g��Zja1� oa O 11 � 6 _ A411ythLT A LOT 1 LOT 2 f I LOT - lL51, Uj PAD -424.0 I PAD-423.5 i I 1 PAD -423`5 t, `. � T I I 1 1 I 423 i 78 � I� - - - -- l - PAD -423.5 I I - - -. - X m WPM L1I OT 10 I 13.67 I \\ N I PAD -424.0 I - r _I L EX. SDMH -­� f.I -,--(,'IE 6"= NV.18 S=4i�S.6 W 413.35 LOT 9 7- \ Ire,. 12,.= 410.82 - `\ N I PAD -4235 ; INV.18 "NW =49. 5 k X i Lo I I 6' PVC SS 42j- " \� IE 6 = 413.43 S=2% MIN _1- -L -------- 3E--6 =L - - -- - I -- - -jL�- - f I 419-33 IE 6 "= I 412 T2 ( SEE SHEET C -8 FOR I I t SANITARY SEWER I I I t PROFILES I I I I , r, 1 II III i O LOT 1 LOT 2 f I LOT - Uj PAD -424.0 I PAD-423.5 i I 1 PAD -423`5 t, `. T I I I 1 1 I 0 i 78 X - r - - - -- l - PAD -423.5 I - - -. - X W x- - `' 421.71 HIGHLAND BOOK ADDITION G I\ LOT 8 I PAD -423.5 \ " \� IE 6 = 413.43 I I i \-_SPILLWAY -� 1 011- 413.56 1 2-`;,41 C 46 413.53 ° O 1 1 I LOT 7 I i 78 PAD -423.5 I K l 6 413.99 EX. SDMH -­� NV.18 S=4i�S.6 W INV.18 "NW =49. 5 ,\ I 39 ri) 23 \ ; \ 413.67 \ \ \ LOT PAD =424.0 \ SSMH INO.2A \ = 423.67 \ LOT 4 A e- 4157L-OT 5 \\ PAD -42. 3.5 \ hW PAD -424.0"'. - - 40 6 s EXPIRES: MAY 6, 2001 g IL Ir Q 3 N W co 3 0 OD OD rn �NQ ILI Q X03 .00NIJ IMWa oj �W 0o. rr�Q W 2ND, 0 lL61 IL DRAWN BY 7 -22 -99 ISSUE DATE 8 -31 -99 n rn I x� Q w U1 O 10 M Li D V1 x 00 ui o co v U z w 0 c� z ce W W U ti Q IL I CHECKED FOR COMPLIANCE RECOMMENDED 9816PR01,DWG j0 CITY STAND G nA FOR APPROVAL Date is�r Rr,� BY: Date �!� BY: Date BY: CIVIL. ENGINEERING AND r--, PACIFIC ENOINEERINO E)ESION INC. F--1 PLANNING CONSULTANTS < IzCANNEID DEC 10 ;o F� R ' . p Ct1 . Viz; 0o ° 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 ? . 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