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N r C c- v yy � O N W O r Z 2 3 SHEET 4 SHEET N SHEET a� SHEET 7 SHEET 8 SHEET 9 v W z oc o� 14 W cc cc cc W = 3 1� W � r" a co )Now t � W a z N a W a w a� V) O a u) �C a 0 o �E a u H z :� w '�lc o �c E- a m E �E v rn v� x a ssw aim •- a Q r s a a a w Q 0 m Z O i F� • 0 CITY OF RENTON, WASHINGTON SOUTH RENTID14 SANITARY SEWER REPLACEMENT SHEET T v SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET W SHEET 14 a a a w Q 0 m Z O i F� • 0 CITY OF RENTON, WASHINGTON SOUTH RENTID14 SANITARY SEWER REPLACEMENT SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 -13 SHEET 14 COVER SHEET ALLEY BETWEEN SHATTUCK AVE S AND WHITWORTH AVE S ALLEY BETWEEN WHITWORTH AVE S AND MORRIS AVE S ALLEY BETWEEN MORRIS AVE S AND SMITHERS AVE S ALLEY BETWEEN SMITHERS AVE S AND BURNETT AVE S SMITHERS AVE S ALLEY EAST OF SMITHERS MORRIS AVE S WHITWORTH LANE S MAIN AVE S GENERAL CONSTRUCTIONS ROLL 1'9;.� �r �Q N Z /OWL ' FE-VIRETSL21/97 AVE S NOTES AND MISCELLANEOUS DETAILS RECOWMENDEO FOR APPROVAL WASTEWATER UnUTY DA TE U nU rY SYS 1EMS MANAGER DA TE MAXWYANCE SE WC S MANAGER DA iE FR 3.1-8 -own.. 111110' D l rEu ASR t t mil. a i . q N .. I I /1 a/4� m C4 OUT OF N 3 N • -S� N; 39 1�= 4 M 3 s i w ............. CA ac s o A z O W V A Z J z a o Mr 24OPYC W 23.22 d,I CF) ai a= M MV S*FW NE 23AS W a MV 8"PMC S 4.13 Z CC STA. 35+21 0' RT M 24V 4a} C En M"T Ar +% O M-4-0 W 8*M N 24M SOT 23.1 '"= W � C N i w ............. CA ac s o A z rn - -MM, Cal a o as CF) ai a= M o a PER S77u-ww -: TW FOR SC - a• 0 20 40 STA. 35+21 0' RT 1 M"T Ar +% O M-4-0 u q_*2 w 4 PLO! � C N • /' �I REPLACE WN NEW 540 Aff s 9 PQ' � •- ,p W p a_ a u emu►,.► ... �o � 0 0) 1E �I •� E ° 2' 22' ' am* ,E C1V n 0 0 c� N s w -c rn - -MM, •v a o ■� as CF) ai a= M a PER S77u-ww -: TW FOR SC - a• 0 20 40 STA. 35+21 0' RT (Azz M"T Ar �� T r, N • /' �I REPLACE WN NEW 540 Aff s I PQ' � II p � ASPHALT PAVING . emu►,.► ... � 0 0) it �I F• ] ]1 :. 2' 22' ' CE SMSENER GUNIOUG7=1 4% AY �' TNNG 3'/4:�/1r� ,4.� .�' NOTE: sm mmR Snow AN THE PLANS MWE LOCATED NA _WDIEO. 4r 3� a a tab w e 20/43./40 a CAPPED MH jV ITA 21+11 ' RT REMOME wi REPLACE WTH AEM► - MI RIM/ = 30.60 IE 8' N = 24.30 IE 18' &w= 2.130 G Grass Asph.Poved ,E l UGt UGT W V1 � i A li s s s j I 3E s I s i S v 0 •t a w 0 0 1 s� A � 0 s� 0 s � c) n C.B. R4=10.19 I.E. 4- =29.1 M=28.4 I.E. 6" Ci n o fp A (A � O 0 BOA a 6'Conc. Walk Grass (7 A G 1 Asph. Paved Brick fnce. Brick Shed I s /� r40aAYI 3r/46/6�2r/2r CAPPED '�'/4' c� vac ,a-hallmaw A21-11yao iwo E30/44F/30 6:T, I CPPM ST. MTJ SCHM v 4 Paved A 3= 3014q130 0 r/20 CAPPED I r/05 PM W 1 12FTsycorrj7t, 2 Paved PARKIN 3r /41. /Z. CAPPED C.B. RIM =31.21 I.E. 6' W. =30.3 I.E. 6" E. =30.2 ti ASPHALT �•'•� PARKING ••'�� C.B. RIM =31.90 I.E. =31.15 Ili 4 I I Q I IQ Ir I# I CAPPED I� 4' CAPF�ED sCHM PORTABLE NEW 34 IM = 31. W 8 PM E 27.56 A� ALT PA G f_%iir ■� I 4NDM ..`, w FLUSH Mw PER S77u-ww -: TW FOR SC - a• 0 20 40 STA. 35+21 0' RT M"T Ar �� T r, �� • /' �I REPLACE WN NEW 540 Aff I RM/ = 3250 ASPHALT PAVING . emu►,.► ... � r �I F• ] ]1 :. 2' 22' ' CE SMSENER f_%iir REPLACE WIH ANEW 54w MH RIM s 3280 IE 8' W = 27.77 D V7 � w n 3'/45• MV SIM W 27.92 3 400 AY AS -BUILT CERIIFICAMON I HEREBY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER 2311133 DIRECTION. a 0 3 F.D. RINGEL L.S. 23613 QATE: a 31+00 32+00 33+00 34+00 35+00 Q.................................................................................................................................................................................................................................................................................. ............................... approx. location t2" storm EVSRW CENIERLNIE - - - - approx. location gas approx. location telephone 83 : opprox, location water _ -- - - . /a 00 telephone ._ .......�.....3o- ......... .. .... - °° 30 .. .....:.........:.........:............................................ .............................RE o �.S SMR _ . �...,_. r. �--- ........................... ........................................... ............................... 0 : : 400AS 0.71 ELF OF d' • �t� ........:....25.:........ ......... ... ......... ..... ... .... .25 ..................................................... .........................M�:,lQ 5�1. X1.0.' T. ........................................... ............................... . . . . . . . • RlIA" W7M IEW NIP Nk MH p sTA. 1 +21 0' RT MV 8'P11O S 27.10 K r S s 4M#P6 2(� . mE27.27it r &W RV OW COMM QaSnr�c r Allp . MV B VMC .W . 27.x. .........:..................: IllII VIIIEN�3�'` A11N:.........:...........................:..................:.........:.........:......,..:.........:.........:.... .....:....................... .... ...;.........:.........:....... EJgSlANG 1IITE7�IIIIE'......:... ...... ...........:.........:.... RIIM s�IF RNI 30:40 Ar r R 4*00b MW 24V C w K I r &W -d+ dw My SVC NE W8VC324.13 My 24'r�rC E 23.44 30. E DaW - SAN SW EXSMM SrMr Sw .30 ....................................... ........ IIw► a" K:3a ....:.........:......... ..................:......SCALE ......:.........:.........:.........:...... ...:..................:....... ...... -- :.........:.........:..... � Z3r1 � � d4A1 - 0.425 1' 0.71S ____ Horit. 1 20 . Vert. 1" = 5' : : : of STA..3+21 8s• RT 2 c5 : STA. x6+� OX LT R Comm � Ally 2 5 ............................................................................... ......................................................................................... ............................... X11 ►311�A�I...................... ...........IVV .�111N1 ► :�+�.MM........................ ..... My c E VAG IE k W:4P.4110116 . SHT 2 of 14 M W 2,*92 S-226 s 2Z..? C, 1 iCr1NMEu APR its d05 i I � 32- Asph. � S 27.16 STA. 35+21 0' RT s++; MV SIM E 27.27 W 27.29 REPLACE WN NEW 540 Aff RM/ = 3250 IE8'S= 27.07 8' & W = 27.16 2' 22' ' CE SMSENER GUNIOUG7=1 4% AY �' TNNG 3'/4:�/1r� ,4.� .�' NOTE: sm mmR Snow AN THE PLANS MWE LOCATED NA _WDIEO. 4r U TEI. MCAUSE' THE LOIN POMNTS MV THE EMSIM OQIIMEC'T 40CLAY MAIN UME NERE UAVER WATER, SME ACnvF SxDE SEVERS 0 MAY NOT BE SHOINV. THE CpNIRACYM SMALL LOCATE AM REPLACE ALL ACTIVE SIDE SEMERS FROM 7ME D n NEW S£MER MAIN TO THE PROPER" LM N 2 �- REPLACE WIH ANEW 54w MH RIM s 3280 IE 8' W = 27.77 D V7 � w n 3'/45• MV SIM W 27.92 3 400 AY AS -BUILT CERIIFICAMON I HEREBY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER 2311133 DIRECTION. a 0 3 F.D. RINGEL L.S. 23613 QATE: a 31+00 32+00 33+00 34+00 35+00 Q.................................................................................................................................................................................................................................................................................. ............................... approx. location t2" storm EVSRW CENIERLNIE - - - - approx. location gas approx. location telephone 83 : opprox, location water _ -- - - . /a 00 telephone ._ .......�.....3o- ......... .. .... - °° 30 .. .....:.........:.........:............................................ .............................RE o �.S SMR _ . �...,_. r. �--- ........................... ........................................... ............................... 0 : : 400AS 0.71 ELF OF d' • �t� ........:....25.:........ ......... ... ......... ..... ... .... .25 ..................................................... .........................M�:,lQ 5�1. X1.0.' T. ........................................... ............................... . . . . . . . • RlIA" W7M IEW NIP Nk MH p sTA. 1 +21 0' RT MV 8'P11O S 27.10 K r S s 4M#P6 2(� . mE27.27it r &W RV OW COMM QaSnr�c r Allp . MV B VMC .W . 27.x. .........:..................: IllII VIIIEN�3�'` A11N:.........:...........................:..................:.........:.........:......,..:.........:.........:.... .....:....................... .... ...;.........:.........:....... EJgSlANG 1IITE7�IIIIE'......:... ...... ...........:.........:.... RIIM s�IF RNI 30:40 Ar r R 4*00b MW 24V C w K I r &W -d+ dw My SVC NE W8VC324.13 My 24'r�rC E 23.44 30. E DaW - SAN SW EXSMM SrMr Sw .30 ....................................... ........ IIw► a" K:3a ....:.........:......... ..................:......SCALE ......:.........:.........:.........:...... ...:..................:....... ...... -- :.........:.........:..... � Z3r1 � � d4A1 - 0.425 1' 0.71S ____ Horit. 1 20 . Vert. 1" = 5' : : : of STA..3+21 8s• RT 2 c5 : STA. x6+� OX LT R Comm � Ally 2 5 ............................................................................... ......................................................................................... ............................... X11 ►311�A�I...................... ...........IVV .�111N1 ► :�+�.MM........................ ..... My c E VAG IE k W:4P.4110116 . SHT 2 of 14 M W 2,*92 S-226 s 2Z..? C, 1 iCr1NMEu APR its d05 i I g • N 40 z N •� N I an 39 s s ZJ col FW zcc Gi IAJ cc 46 IC W .! �W �ce co ce 0 i _ _ t ni _ i _ i w ; a ' N w : — • cwg�b 81c N 24JO NrV 51c s 24.E Nr1l 2V E 24.07 W •� o WT Z av 4 s #4015 WHITWORTH Al. S. . C AVE. S. Grov. 0 Q W 3a ° z U �W � W as P d 0 c �E •= o °: E 6 �c a 11 1 ED 4"DLAY c cr vo i _ _ t ni _ i _ i w ; a ' N w : Gass C.B. RIM 31.19 I.E. =28. -DI o 0 . /w/ L/4 0 ST Cans. Asph. Alley '�, O%b- I _AQ • o iS VE 1wSTANG C 19 STA. 1 +2+0 0' RT CHURCH ALlw Tti'PE 1 REAI�O Ji0 AAH AND O EVSTNVG LAZE REPLACE MI MEW 54" NH (FL )*S 1i2 EAST] RN = 31.70 E 8'N = 2 40 � i A 0 I 'c Conc. w = _ BRICK _ CHURCH s i = #416 � s = c • 3d' $ Goss • _ O O Z 8 0 4 I rooms. FYI nW, ��1 i Mt ' ut 1 �1 A t-� f. ,�. mo7%UYI I r�„YI GARAM GARAGE To two M #326 C.B. RIM =32.31 — • INV 81c N 24JO NrV 51c s 24.E Nr1l 2V E 24.07 W 24'1�'VC W 23.50 WT 23.7 0 4 s #4015 WHITWORTH Al. S. Gass C.B. RIM 31.19 I.E. =28. -DI o 0 . /w/ L/4 0 ST Cans. Asph. Alley '�, O%b- I _AQ • o iS VE 1wSTANG C 19 STA. 1 +2+0 0' RT CHURCH ALlw Tti'PE 1 REAI�O Ji0 AAH AND O EVSTNVG LAZE REPLACE MI MEW 54" NH (FL )*S 1i2 EAST] RN = 31.70 E 8'N = 2 40 � i A 0 I 'c Conc. w = _ BRICK _ CHURCH s i = #416 � s = c • 3d' $ Goss • _ O O Z 8 0 4 I rooms. FYI nW, ��1 i Mt ' ut 1 �1 A t-� f. ,�. mo7%UYI I r�„YI GARAM GARAGE To two M #326 C.B. RIM =32.31 i I.E. 8" E. =28.5 I D I.E. 8" N. =28.4 I Ta I.E. 8" S. =28.3 _ ' ? O A A — • O 4 Grass = Arm pl_ 11p: " ,tRk, • JI o O 0 a So Asphalt I =1 4'CLAVI r � ooOocrm 40cur 0 a a A A GARAGE pr-F 1 5 1 11 TO 0324 O GARAGE GARAGE Gravel TO 0318 /314 Conc. Grass Asph. Alley GARAGE GARAGE SHED TO 025 TO #3� Gay. B. RIM= 33.27 8" N.E. =29.3 -, I 8" S. = 29.2 REPLA M►TH AEW 34" AIH Rrw = 00* E 8" E = 2aW Raqu WTH AIIEW 54" AW Rlw = sot E 8" = 27.17 AE 8" W = 27.27 O 2•/ � /r CONNMMM 41MY ON aw E 27.51 Asph. Paved 8'Conc. Walk 2,/x„/5. 3'/40'/3'/2Z*'/1 • 7' 40=Y rn S. 3RD ST. O A A — • 10 WHITWORTH IHV WPVIC S 26.02 0 20 40 AVE. S. Grov. Mrl/ W 27.05 ON 80PVC E 27.13 , 1 = 20 P d 6 a 11 1 ED 4"DLAY NOTE: SSE MUM SWMN OIV 1HE PLANS MERE LOCATED NA 0 TElEVlDEQ BECAUSE TFIE LOIN PgMVTS NV TI,E Ea057ING Asph. + MANN LW MERE UNEER WATER. SOMME" ACTIVE SVE SEMERS Ei ifil''11GWFL MAY NOT BE' SHOMN. THE C010RACTOR SHALL LOCA &r 11 STAT rE THE NEW SEMEN MANV TO THE PROPERTY LAW 127 rS AVE. S. \ \ ° Asphalt , 0 18 2x' 4 4ff A -' 5 Asphalt 42%1AY { 4 4� 4 � 20' FT. ALLEr g� - RQw. 40CIJ1Y 3 4ai 4 % 7,► 0 ° 3#/,W/20 / 4Vj12 4u 4• CLAY 1.5 STORY /311 MORRIS AVE. S. EED 4 HOUSE 1 STORY 1 STORY #325 OFFICE OFFICE Awl tq STA. 35+ 92' RT 0321 /315 AIH AAV REPLACE WTH AEW 54" AN,I \\ RAW = 3130 AE 8" W = 2815 PLUG SVES'EMER TO • ° WU7H AFTER RECA1 WCTIAN \\ TO Mi 1 11 (_WT 4) Grovel 2'/4s/X 5 CAPPED 4' W 1CONNECI, r COMIC 4'/2x/2' CONNECT 6• CONC \=m N: AS— BUILT CER71F1CATION RN 1 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL ° e W SIM W 20.06 LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON QO R79,0 760 o ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER ° MY w / V 3 F.D. RINGEL. LS. 23613 OATE_: 0: 31+00 32+00 33+00 34+00 35+00 36+00 . . . . . 30 .30 _ T ............................. ..................................................... ............................... . .......... 7 . o : °POWER telepFiane EX I T CB : EXISTING 8" STORM EXISTING CB - - - • 0 6" WATER 400.53 (approx. locations) -Lf (' 8' • ..... 25. ......... 12" STORM • ... ......... .. w As STA. 3s+" o' RT .25 oullplosipw . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AIH STA. 3420 O' RT A wI ! Ja� M 33 1 :RE�IIOIE E1bS1ANG ANY Allb IE r S = � W SV C s 28.82 : 20: - M�R!•� 54- A� : : : � a- �� : :�v arc w 27�oa MV $V.W E 27.13 ...................: ,.w w ........ IIBI 31:' 7�d...•......................................:.........:.......................................•.........:.........:.........:.........:.........:... ......:.........:.............. ................... NIN • 24" *4 E 24.07 W ' 24' 4 W 23 -:-- AEMW EJ�S1Aill� Ste► STIR AE'A M EMTM SAN SW .......................................... ...�.........�.............30: �- -30 . . . . . . . . . . . . . . . . • � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SCALE e• LF or ,r • °°`s or s, • . Horiz. 1 — 20 . Vert. 1:" = 5' : A8l srA. �s+ LT : : AO/ I TA. 3s+ RT . 25 • AID .25 ......... ......... ......... ....................... .......................... .........:.............................................. ......... ............. ..IMINIM IR1J�/11 A "AR�.......... .............. ..........ftrft" Ww A". so Any.................................................... • IN ! 40&900 . ft 1• . : . � '1 . . . AE r w 10 4009' PRIM :INV � 2..� SHT 3 of 14 AV= WCOMC 10 AA jq It MT - 226 . — f I � 1 • FR 3��Q • r 9 I cm 40 N I ti CL 0 CL 319 it 'X 6. ` E 0 E--4 3r.'I� z A? : 731.14 Z m INC i CL 0- O `%,' r - 47bc) ZMC� 'c E 10 au CC 4i .5 cc Ju =Bit %-., E RU Cal c" 40F11 4m gc s�ce D 41 a z 3: 0 x X r, 4 to ti Fluri ? Trr, 31+00 32+00 33+00 3- I 40CLAY135+00 ................. S-1 R11 LE LE LE NO 7E.- SIX SENER SFIOWV ON THE PLANS NEW L OCA TED WA 7EIEWDEa BECAUSE THE LOW POINTS BV ME EXISTING MAN LINE MERE MUR WATER, SOME AC77MF SVE SEVERS MAY NOT BE 94014N. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTF►F SIDE SEVERS FROM THE NEW SEVER MAN 70 THE PROPERTY LINE 61 —BUILT COMMATM I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SAMARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER .....MY- DIRECTION: ................ EXMW CENTER F.D. RIMM L.S. 23613 M opprox. locdtion gas 35: ....................................... 35 ............. ..... .. .................. opprox. location telephone,,,, 00 opprox. location REVOKE EMI MC SAM SO woter. 30: .......................... ..................... ....................................... 30 ........................................ ........ .................... Men w Ir 046W 'Oor 0- L04 010 STA.* 35+21 R00W ENSIM MH AAV 25. MM X im W TA jitag 00 U ....................................... Aw I .......... .................... ....... .................................... ................... ....... ...... ....... ....................... ......... w- soft -NE .2L4* II 0 A! .......... 'MR STA.3f-+:15* RUAKFW G95MM �AWVIWAM 0 fiVUM WIN AEW 54g'Mi AIN 02 STA 35+21, so ROW 33.40 Ki SVC W 2L37: RW AN Wn*— 0 REAVW EVS MH AAV 1E 8" E,W = 26.30 • mf w 32 9W S&M E 2L30 - E 8' S = Mfi'$' fi8q" win NEW 541P mf 74- r 8, S Sao JW $VC S 2LIO' AE r EvW mV~ 1E 8" S = 26.90 UNIEWAYLE 1E 0 N 26-30 mww s Aum. = N ~00 opprox. locotion gol IE 8' E w 4*d* .3 ......... : .........:.........:.........:.........:.........:.........:.........:.........:......... .. .......:.........:..... ...:..._ ..mom ............ 5 W� ....... .......... ........ MM-3 . ........................................................... IIl1I SVC W. SCALE va*a AW SM 0 . Horiz. • . ............. P0 Room EMNW SaAmav Vert, 1 =.59 12LIO IAX ......... ......... .......... .......... 30 4ww.v. . ........... ........ .................................................................... ur Orr all BHT 4 of 4 m w . M 010 (Sq- AMW Ar r W "go M -2M1 S 22 I;to L L 1 917� F R 3,2 .1 I CL 0 �Lml z 00 'X 6. ` E 0 E--4 3r.'I� z A? : 731.14 CL 0- L) `%,' r - 47bc) 'c E 10 .5 Em %-., E c" 40F11 4m D 41 a z 3: 0 x X r, 4 to ti Fluri ? Trr, 31+00 32+00 33+00 3- I 40CLAY135+00 ................. S-1 R11 LE LE LE NO 7E.- SIX SENER SFIOWV ON THE PLANS NEW L OCA TED WA 7EIEWDEa BECAUSE THE LOW POINTS BV ME EXISTING MAN LINE MERE MUR WATER, SOME AC77MF SVE SEVERS MAY NOT BE 94014N. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTF►F SIDE SEVERS FROM THE NEW SEVER MAN 70 THE PROPERTY LINE 61 —BUILT COMMATM I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SAMARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER .....MY- DIRECTION: ................ EXMW CENTER F.D. RIMM L.S. 23613 M opprox. locdtion gas 35: ....................................... 35 ............. ..... .. .................. opprox. location telephone,,,, 00 opprox. location REVOKE EMI MC SAM SO woter. 30: .......................... ..................... ....................................... 30 ........................................ ........ .................... Men w Ir 046W 'Oor 0- L04 010 STA.* 35+21 R00W ENSIM MH AAV 25. MM X im W TA jitag 00 U ....................................... Aw I .......... .................... ....... .................................... ................... ....... ...... ....... ....................... ......... w- soft -NE .2L4* II 0 A! .......... 'MR STA.3f-+:15* RUAKFW G95MM �AWVIWAM 0 fiVUM WIN AEW 54g'Mi AIN 02 STA 35+21, so ROW 33.40 Ki SVC W 2L37: RW AN Wn*— 0 REAVW EVS MH AAV 1E 8" E,W = 26.30 • mf w 32 9W S&M E 2L30 - E 8' S = Mfi'$' fi8q" win NEW 541P mf 74- r 8, S Sao JW $VC S 2LIO' AE r EvW mV~ 1E 8" S = 26.90 UNIEWAYLE 1E 0 N 26-30 mww s Aum. = N ~00 opprox. locotion gol IE 8' E w 4*d* .3 ......... : .........:.........:.........:.........:.........:.........:.........:.........:......... .. .......:.........:..... ...:..._ ..mom ............ 5 W� ....... .......... ........ MM-3 . ........................................................... IIl1I SVC W. SCALE va*a AW SM 0 . Horiz. • . ............. P0 Room EMNW SaAmav Vert, 1 =.59 12LIO IAX ......... ......... .......... .......... 30 4ww.v. . ........... ........ .................................................................... ur Orr all BHT 4 of 4 m w . M 010 (Sq- AMW Ar r W "go M -2M1 S 22 I;to L L 1 917� F R 3,2 .1 I E t a 00 O '_'i Z Y :C 00 Em a LaiV w F"' W a err/ O �E •' E 0° E •c at � O t� 4 O 3 0 in a ti I � 1 z Cb �w . n /1 W 0 A W 35.49 MAN 106M N 20.72 2'/ 4 X2'0" W 10V C S 20.62 CONNECT 4` CLAY l t 046 SW7HERS AVE. S. A 1�1�11 t 1�1 f'' 1' �+ A L'' f'' . �► M=�4rCL !'CLAY 4 ' 1 CONNEC 4` CLAY 2' 246 U ° Deck ICONNECT 4` CLAY #340 SwNTHERS AVE- S. onc. Gravel Asphalt T 31+76 0' R71 6'Chn.Lnk. REMOME EM7M CO AM REPLACE WTH ANEW 540 RAM = 312M E8'S =.2'9.20.* E 8"N = 29.30 2'60 40' 2 64'CU1Y 4 Y 0 Asphalt low Grass 03301/2 SINGNERS i r Ol O Asphalt 41MAY NV 8'WC E 31 A$ N Z u* N -2 0 1 N 9 C16 3 F- 3 ! v Z MA ad REPLACE Nr7N AEW 54' AN ZC 3*14W12 00 o 1"' W �ce Q� Ce m 31.916 INC 7' Z� • 2'/ co 3 4 00 O '_'i Z Y :C 00 Em a LaiV w F"' W a err/ O �E •' E 0° E •c at � O t� 4 O 3 0 in a ti I � 1 z Cb �w . n /1 W 0 A W 35.49 MAN 106M N 20.72 2'/ 4 X2'0" W 10V C S 20.62 CONNECT 4` CLAY l t 046 SW7HERS AVE. S. A 1�1�11 t 1�1 f'' 1' �+ A L'' f'' . �► M=�4rCL !'CLAY 4 ' 1 CONNEC 4` CLAY 2' 246 U ° Deck ICONNECT 4` CLAY #340 SwNTHERS AVE- S. onc. Gravel Asphalt T 31+76 0' R71 6'Chn.Lnk. REMOME EM7M CO AM REPLACE WTH ANEW 540 RAM = 312M E8'S =.2'9.20.* E 8"N = 29.30 2'60 40' 2 64'CU1Y 4 Y 0 Asphalt low Grass 03301/2 SINGNERS i r Ol O Asphalt 41MAY NV 8'WC E 31 A$ 0 C.B. RIM =31.70 i I.E. 8" N. =30.7 I.E. 6" E. =30.4 I.E. 6" S. =30.4 t C.B. RIM = 35.30 I.E. 3" W. =34.25 I . I /46 C.B. RIM =35.10 ! .3' I.E. 3" N.=34.2 0CLAY I.E. 8" S. =34.0 I.E. 8 E. =33.9 t� N m C z rn A � �P? 7 3' �4s CO MM= 4'MAY #321 BURNETT AVE. S. Grass _ /.311 1/ BURNETT A a• r ',I REPLACE NI714 NEW 54" AIH RA./ = 37.00 E 8' W = 31.916 w Ln Grass 3 r �r 0311 BURNETT AVE. S. N s 0 D D s 0 O 1 0011 1, 4` PVC NO TE: SVE SEVER 9YONN QV TEE PLANS NERE LOCH TED NA 7ELE►40EO• BECAUSE 7EE Low PQMV7S IN THE EXISTING 0 Asph. - 5C MAW LNVE NEW MDER wA7R SURE AC71VE SIDE SEVERS 36.64 MAY NOT BE SMOINV. TEE CiONTRAVOR SMALL LOCATE W 81M E 30.96 AND REPLACE ALL AC71W SVE SENERS FROMI TIDE W 8mM w 31.00 MEND SEVER MAW TO TEE PRQPERT Y LW W10" WS30.95 27121�i' 6 4` PVC COLT 4*C" N10N 0 20 40 1" = 20' 20 FT. ALLEY R.a w. 0617 S, 3RD ST. 30 1 OONf7I.T OONMEIfT 40dAY OOINNECf 4'*J1Y w W 37.18 W SIM w 32.04 o ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER 40/46 W MY DIREC ON. 4 W COIIN = 4OUAY U F.O. RINGEL L.S. 23613 OAIE: car: 31+00 32+00 33+00 34+00 35+00 36+00 a 0. ........:....... ..:.........:......... :.............. .....:.........'.........:........ .:.........:.................... :......... :......... :............................................................................................................................................................................. W C"NALW 35 . ...... ................. .. '- ......... - _ - _ _ ._ - - - (approx. ocation) 3 5 ...... . ............................... . ............................. .............. Oplpr4x .kicotion.)................. .......................... (approx. •'locations) power telephone . �" gos :telephone ; REAI W EMST6MG SAN STIR -� 0 power : : : : : 342.66 013a'Xi 30 : I I . r 30 . , ..4 4.20� .O.RT .........:.........:.........:.........:.........:... ......:.........:.........:.... . AIN STA. -35 Wf AAV • EXI TIN SMFI TA. 1 +14 A�U Alm : : : : : : : : : AEPL4CE IN7,y ► 54' AiN ; RIM •= 35.20 MR" WIN NEW 540 AN ARV mdOW& 25. IE g N = 29.00 : RJw/ s '�!�!' 36.E : E d' S - eV. E 30.04 ..................E •Or • W - 211.20 ................... �E r S .� Ord . 1W IOP'M• N• 2912 .......................................................................................... ............................... �E s' I► p. & . MV SVC w 31.x00 .............. ....:.........:.........:...... :.........:.........:.... . �E :e' N � �* W 10VK S 20.02 : ��IV i0�"pV�• . . . . . . . . . EMI M Cvvm% E ................................................. :... .... ..... .......:...... ...:.........:.........:....... ......:.........:.........:.. .......:.........:.........:... ... :.. .. vpprox.�ocotion ........:.. .......:.........:.........:... :. 3 5 ....:........ . SCALE �,>arE EsnM� suw- . .. 0 _..__ a 'AMW EJM�SY M: SEVER f : : Vert. 1 " = 5'Ma it Cm ............................................. ............................... ..�........ E : 30 .................... ............................ ....... AEAgrE EXIS�AMGAIM Allb ............ ...................:......... AN TA .... ....;.... ............................... Ae"a IM81 IIIE W NO AAA/ : AEM�f E�11S ARC A1� . ,.. ; ATM. No W# SHT 5 of :14 -7.18 r . I r E - 1".&lIII E 31.N r 01v 22 3 O No :: ,0X 1 FR 3.22 C 1' /2r 1'/40' 0 1 4` CLAY,► A75 JTA REPLACE Nr7N AEW 54' AN 3*14W12 00 o 5 E 8" E 31.916 7' COI�NiEICf 40MAY • 2'/ 3 /3 O'RT COIiN�CT 4` Y 54` CLAY REPLACE Nr7H AEW 54IN Rr�v � �a3 ,3• /,� /t • 3'/220/2' 00 5• E 8' &W = 31.10 4" tUY 4` ASS AGE 6'Wood Fnce. #320 GAR 2 0324 SkSTHERS AVE. S. Gravel SHED TO 12 Gravel Chn.Lnk. 4'Chn.Lnk. 1% 0 w Gravel ° r 0 '- -- -. Asphalt T W T_ Paving 3'/222'/27" 0 C.B. RIM =31.70 i I.E. 8" N. =30.7 I.E. 6" E. =30.4 I.E. 6" S. =30.4 t C.B. RIM = 35.30 I.E. 3" W. =34.25 I . I /46 C.B. RIM =35.10 ! .3' I.E. 3" N.=34.2 0CLAY I.E. 8" S. =34.0 I.E. 8 E. =33.9 t� N m C z rn A � �P? 7 3' �4s CO MM= 4'MAY #321 BURNETT AVE. S. Grass _ /.311 1/ BURNETT A a• r ',I REPLACE NI714 NEW 54" AIH RA./ = 37.00 E 8' W = 31.916 w Ln Grass 3 r �r 0311 BURNETT AVE. S. N s 0 D D s 0 O 1 0011 1, 4` PVC NO TE: SVE SEVER 9YONN QV TEE PLANS NERE LOCH TED NA 7ELE►40EO• BECAUSE 7EE Low PQMV7S IN THE EXISTING 0 Asph. - 5C MAW LNVE NEW MDER wA7R SURE AC71VE SIDE SEVERS 36.64 MAY NOT BE SMOINV. TEE CiONTRAVOR SMALL LOCATE W 81M E 30.96 AND REPLACE ALL AC71W SVE SENERS FROMI TIDE W 8mM w 31.00 MEND SEVER MAW TO TEE PRQPERT Y LW W10" WS30.95 27121�i' 6 4` PVC COLT 4*C" N10N 0 20 40 1" = 20' 20 FT. ALLEY R.a w. 0617 S, 3RD ST. 30 1 OONf7I.T OONMEIfT 40dAY OOINNECf 4'*J1Y w W 37.18 W SIM w 32.04 o ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER 40/46 W MY DIREC ON. 4 W COIIN = 4OUAY U F.O. RINGEL L.S. 23613 OAIE: car: 31+00 32+00 33+00 34+00 35+00 36+00 a 0. ........:....... ..:.........:......... :.............. .....:.........'.........:........ .:.........:.................... :......... :......... :............................................................................................................................................................................. W C"NALW 35 . ...... ................. .. '- ......... - _ - _ _ ._ - - - (approx. ocation) 3 5 ...... . ............................... . ............................. .............. Oplpr4x .kicotion.)................. .......................... (approx. •'locations) power telephone . �" gos :telephone ; REAI W EMST6MG SAN STIR -� 0 power : : : : : 342.66 013a'Xi 30 : I I . r 30 . , ..4 4.20� .O.RT .........:.........:.........:.........:.........:... ......:.........:.........:.... . AIN STA. -35 Wf AAV • EXI TIN SMFI TA. 1 +14 A�U Alm : : : : : : : : : AEPL4CE IN7,y ► 54' AiN ; RIM •= 35.20 MR" WIN NEW 540 AN ARV mdOW& 25. IE g N = 29.00 : RJw/ s '�!�!' 36.E : E d' S - eV. E 30.04 ..................E •Or • W - 211.20 ................... �E r S .� Ord . 1W IOP'M• N• 2912 .......................................................................................... ............................... �E s' I► p. & . MV SVC w 31.x00 .............. ....:.........:.........:...... :.........:.........:.... . �E :e' N � �* W 10VK S 20.02 : ��IV i0�"pV�• . . . . . . . . . EMI M Cvvm% E ................................................. :... .... ..... .......:...... ...:.........:.........:....... ......:.........:.........:.. .......:.........:.........:... ... :.. .. vpprox.�ocotion ........:.. .......:.........:.........:... :. 3 5 ....:........ . SCALE �,>arE EsnM� suw- . .. 0 _..__ a 'AMW EJM�SY M: SEVER f : : Vert. 1 " = 5'Ma it Cm ............................................. ............................... ..�........ E : 30 .................... ............................ ....... AEAgrE EXIS�AMGAIM Allb ............ ...................:......... AN TA .... ....;.... ............................... Ae"a IM81 IIIE W NO AAA/ : AEM�f E�11S ARC A1� . ,.. ; ATM. No W# SHT 5 of :14 -7.18 r . I r E - 1".&lIII E 31.N r 01v 22 3 O No :: ,0X 1 FR 3.22 C N NW Z N I P OL z W 0 Z mi I O d. 40 ul cc W..• 1� W r� ca 1 0)OW N Z t cc ao Z 'r �o 0 Q X'E 3a Vw W a a .1 CFOc c° ,m E r C c °' 00 a 0 ZY O a t a W �C 9 d�� IS �� 4+63.0 LT. 158.4 b I SSMH RIM= 26.92- I O 22.1 1 IE 4 "5E =24.2 I • ° • o IE 8 r E =21.1 2 DEEP I �om I IE 8 "W= 21.1 I � 1 1 HSE.# 605 Z 0 I 1st R. 2 lot FLR.= 28.7 I 40 SDMH RIM =25.07 NO Mt �► I i NO MT. IE 21 E&W= 21.0 ° �' 1Ow/41r/1 0 I ANN HSE. # 6 APT./ 633 HSE.# 631 c� L1'�- 1st FLR.= HSE./ 625 HSE.# 6 0 lot MR.= 27.1 l st FLR.= 28.3 I lot FLR.= 30.9 lot F1R.= 6 HSE.# 607 B.M. - 619- _ 0� MT.- 50 NO BSMT. NO 8SMT. 8SMT.= 22.4• 85MT.= .6 I HSE.# 619 I HSE.# 617 HSE.# 615 1st E.0 7 PER ANT 1st FLR.= 28.8 lot FLR. =29.3 I 1st FLR.= 29.3 I T FND. TACK LEA NO 8SMT. ICU) .� - NO BSMT. NO BSMT. NO BSMT. PLUG AT IN BACK me o I I ° o WA �f) . ELE 27.42 >w o I n . !LT SD SD ° v � r*1 P p Q ° ° ° ° °� - -- L 3 3 3 P P Q o ° C 26.86 "IM =. I ® » I NE 25.56 0 3 0 I= Bk =24.4 EB EB I s ° SD w ® CAPP�E'p IB - 4 "C.I. WTR. W Q W 1I� - W EB 1\ G G G G G W W W W W W I I G G G WG W W W W O o 1 +00 G G G G WG G W - 2+ N 01'16'29" E o0 1 -- `�' -- 472.19 4+00 ° .?0 ' I I I ' INLET RIM =24.90 W STA 4 +62.9 SDIF SD IE 6 "E =24.0 c? IE 8 21.4 � g Io ® (A O 0 • OD IIca vi 3 `� 11. 0 -- ` OFP' II : � o � O `�,f : o O H 47.9 ST 6 .8 R ' I REMOVE i MH 8 STA. 2 +14 8' RT p 3O 3 AND REPLACE W NEW NIW - HSE.# 622 REMOVE EXISTING MH AND HSE.# 616 I � I REPLACE WTH MEW 54 MH • RIM : 26 aft lot FLR.= 30.2 RIM = 26.8.* 1st FLR.= 29.1 �# 612 HSE.# 604 I I IE 8 N = 22.29 NO 8SMT. IE 8' N = 21.93 24.1 CRAY& SPACE lot FLR.= 29.0 sit FLR.= 29.5 c I ' 8SMT. NO BSMT. MH-117 STA. 4+ 9' RT IE 8 s 21.98 I I _ I REMOVE EXISTING AIVD HSE.# 600 v O INLET RIM -25.44 HSE.# 632 HSE.# 628 SE.# 620 REPLACE IM7T+1 54 N11H 1st FLR.= 29.7 I let FLR.= 27.8 1st FLR. 29.8 1 FLR. 2& 0 - RIM 27.25. NO BSMT. IE 6 W= 24.5 I = _ _ NO BSMT. NO BSMT. I BSMT. 1E 8' N = 21.48&' CONFIRM IF SS I if 8 S = 21.53 COPNdECMON IS I o I I ° HSE.# 642 TO � S 6TH ST 0o I I I cn ° let ".= 30.6 I I SEINER MAIN MT.= 22.1 c � I HSE.# 634 G cn 0 1 st ".= 27.8 0 - -+ v NO BSMT. I - a I - SSMH 48" IWI INCH 8' .91 N 22.37 10 41, 5 4S' 6 22' 6 22' 12 25 Ta REPLACE W 6"'P111C S 22.33 8 22' 8 22' 1 O 22 24 W 60FW SW 22.34 BUT 22.4 NO TE. SIDE SEVER SHOWN Ow THE PLANS MERE LOCH TED NA D D TELEWDEO. BECAUSE THE LOW POINTS IN THE ENS77NG MAIN LINE MERE UNDER WA TER, SOME ACTIVE SIDE SEVERS 6C-IK MAY NOT BE SHOWN. THE CAMERA COULD NOT CCtV71NUE -SILT CER?1 FK'�TION .41 W � G�' MN 8"PNC N 21.73 W 27.71 SOUTH OF STA77ON 2 +3& SIVESENER IWCRMA77 NV SOUTH w � L HERE CERTIFY THAT THE HORIZONTAL AND INN 8'P'NC S 21.82 MAN 121M E 21.14 OF THOZE IS NOT COUPLETS 774E CONTRACTOR SHALL TIONS OF THE SANITARY S� SHOWN HEREON Ilrl/ 12"PC 1W 21.16 LOCATE AND REPLACE ALL ACTIVE SIDE SEVERS FROM ARE THE RERlLT OF A SURVEY MADE BY ME OR UNDER W 8'p'1K` S 21.13 THE NEW SEVER MAIN TO niE PRMWTY UNE. 23613 MY DIRECTION. 0 20 40 eo►r 21.2 l� � " = F.D. RINCEL L.S. =13 OrAT� 1 20' LA v a 30' - N v v tn I 0 ® CB IM =26. 9 IE 6 W =22. BAS '22.3 I � N CA cm v c� o °co°•' a s in v I SSMH RIM =28.08 IE 8 "S =24.78 IE 6 "N =22.88 IE 12 "E =22.43 IE 12 'W =22.33 4 +77.2 RT. 157.1 C� IL 6 l4� L^S �GI V GJ MH J7 9 STA. 0+6 6.8' RT RIM 25.61 MH P8 STA. 2+14, 8' RT MH Iff 7 STA. 4 +32 9' RT REMOVE EXISTING FILM BOX W $OPC N 22.37 REMOVE EXISTING MH AND REMOVE EXISTING CO AND AMD REPLACE WIN NEW 54' Ni NrI1/ 60M S 22.33 REPLACE NI TH MEW 54' MR RNLI 26.60 REPLACE NI TH MEW 54" MH RAW = 416.06ft- MN 6"P'VC SW 22.34 RAW = -fre.�- N�11/ SOM N 22.06 RIM 27.41 Rw _ /E 8' N = WT 22.4 E 8' N = -01.97!3- W � S 22.04 N�I1/ 8" M S 2; .73 1E,6- N = ,?i-� S = 1 90- 2.82 E 8' s • - : : : ; : ; STA. 4 +62.9 10'RT EXISTING MH GRQM AT CA R.O.. : : : : : : : : : : : RIM = 28.01 . . . IE 12" W - 21.29 . . : IE 12" E = 21.41 ........ ......................... 30' -.......... ........................... .................... ..... ................... ..... .. ......... ...... ......................................... ......................... ......................................... ......IE 8 ".S =' ?t•4 *. .. ;.........30-- ........:.........:.............. 25:......... :.........:.................... .................:...................:.... ..... :......... :......... :..... ...........:.........:.........:.........:.........:.........:.........:.. ...... :......... :......... :.... .................. �............: 25 M~ Ex►saw r sm sm. . M'AI W EX/SNW r SM SM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . • . . . . . . • . . . . . . . . . . . . . • . • . . . . . . . • • . . • . . . . • . . . . . . . Q • . . . . . . . . . . . . . • . . . • • . . • . . . . . . . . . . . . . . • • . . . . . . . . . . . . . �I� . s� 2 21.21 X11 .... . 20-- .SCALE . . . . . . Horii. Vp _ , .. ...... .. .... .. Vert. = 5 ...... .:. .. .. .��....... ....;..... .... ; .........:.........:...... .. ....;..... ....:.........:.........:...... ....;..... ....:.........:................ ....:...... ............. ;......... ;.................... .....:.........:.........:..... 0+00 . + oo 2+00 3+ ao . . . . . - 4'+00 . . SHT 6 of .'14 is ROLL 1 9 ►_� SCA1wrEO AN t t • i . L' N I• .� co � N Z N � ZE to FIM W � ZJdo OIL IW Zs� UA= go W c ca •% o o0 w Z 00 �E 3 Q V E"i W M Ld � 0000 cp C O c m c1 c r- °1 c va a `mow V s z �• o 30111 � 0 9 y 1�IW� M zt r, �Im_ ^' i I � pll Al � � I � o - s 3 cz ILET RIM= 41 I i I I . • �-T I 41� I r I 0 3 O •� I HSE./ 623 . HSE./ 627 I let FIR.= 26.5 I HSE./ 621 HSE./ 613 _ lot FLR.= 30.4 1 i I 1st FLR.= 32. C6 RIM 27.53 I • NO MT. let FLR. 26.6 HSE./ 616 BSMT.= 21.6+ NO MT. o I IE 6 "E =24.9 1st F1.R. 26.7 BSMT.= 24.1 IE 8 NN W= 25.0 NO MT. O . -TL-- y HSE./ 611 n BASE =24.1 41E. ( I I lot FUZ.= 30.2 0 ..J I HSE.% 603 NO MT. 3 O 1st FLR.= 32.5 n o o MT.= 24.00 n Conc. .,,,o Conc. Gate n ® Conc. IB L v G P MH G G • G M =27.23 (� OD c : G G G SSMH RIM = 27.99 ° G P GP- G G G IE 8 S= 23.2 O 00 G IE 8" E = 23.9 G G -� G G 2 +00 N (x1'15'19" E 3+00 3+10.04 IE 8" N = 23.2 SSMH RIM = 29.18 01.14'5 " I 466.54 -` _. _ IE 8 S = 22.58 � I--- --.- -- _ �� IE 8� E - 22.58 65.22 , �' WOA "C,I. WTR. cn W`'-� 22. W W u W W W © W W 0 NI ° ® W W W ® W I I T Conc. I ® ® W W "c- I. WTR. -1 - O 1 err I ET I= 5 INLET RIM =25. 8 O IE 6 "Sy`25.45 IE 6 "S =24.9 STA 0 &56 RT. 8.8 1 0 1 EVE EM7MNG MH AND 1 ° REPLACE WN f" 8 L4 " 1 I I i„ RW=26.51 1 `��� I v AE 8" N= 24.25 1 I ? II 16' A Qo► �' GARAGE I L w� I OD " s I `$ m I D SDMH RIM =27.4 0 O IE 8 "NNE =23.2 o IE 12 NLY =23.0 o m _ • IE 24 W= 21.65 v IE 24 "E =21.5 0 NON 80KC N 24.01 _ CB RIM= 26.72 o W 8'M S 24.01 I HSE./ 629 I 8 "SW- 24.3 6SMT.= 25.8 . A = 24.7 �001 y f-- I14 -, I ----� NO 7E- SIDE Snow smom AN THE PLANS MERE LOCA mm NA onc. o O O . I Q J - z��a O Im I I O I r 0 A O 1 I Conc. EB STUB ANA STA 4+16.75 RT. 9.8 3 I 1 Q 3 SMITHER: AVENUE :, --�I I I I I I I I (A rri o I� R000VE VdS7W CO AND R>EFEACE WN NEW 54" MH I (UD) 13' LLEY R.O.W. N S, G N . o RAN = 292& I II E 8" N = 22.74& II 1 ANA TA 1 QU4 RE 9.6 S 3+ AE 8" S = 2279& D 2 �1 p RENOVE EVS71WG AN AND N 30' v Z rn 30' .+ REPLACE IW7H MEW 54" Mi 19 1 RAN =.27.99 v II E = 2115 I I E 8" S = 2.120 I CB RIM =28.01' Nm 1 I AE 8" E = 21210 IE 6 "W= 26.6 �I I I ( • I t h \ 3 BASE =25.6 II I I � n BLDG.# 600 I I I COW.. FLR. 289 I + I 811/ 8"m S13-= MITI/ 8"'PC N 23.15 MANHOLE pip W 81W E 23.22 TFI.EVIDEO. BECAUSE WE LOW PAINTS IN THE EXISTING ~ � AS -BUILT CER111FlCATION M-41N UNE MERE UNDER WA MR. SA11E ACTIVE MAY NOT BE SHONN THE COITRACTOIR SHAL�� SEVERS I HEREBY CERTIFY THAT THE HORIZONTAL AND LOCATE AND REPLACE ALL ACTIVE SIDE SEVERS FROM �• r LOCATIONS OF THE SANIITARY SEWERS %K MIId HEREON THE NEW SEVER MAIN TO THE PROPERTY UNE. ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER v N v wcoN o c� } O co Q s 2� ' rn Z 30 (A rri o I� (UD) O N S, G N . o v I D 2 v N 30' v Z rn 30' v V) v a Nm co • �a N �n p T "0 I RIM W MW w- 81W S 22.33 121P 4C E 22.26 W 1212C w 22.19 141' EXTRA e'p'VC SOR36 I 70 DOSINrG MANHOLE 0 20 40 23613 MY aRECnoN. r� 1" = 20' gees 9/11/ F.D. RINGEL LS. 23813 QATE. W v ANT 1 STA 3+1Q04 9.6' RT MACE DELETED o CO JV2 STA O+W 88' RT REVOVE E717SI MG ANA ANA► STA 4 +56 10' RT REMOVE EXIS7AMG ANf AND RIM 27.92 REPLACE W H MEW 54" ANA RENOV£ ENSTM CO AND EXIST SS MH RIM 28.83 REPLACE WN NEW 8" CO RIM 26.40 RAy =x,.698. IE 8' S = 22.58 W SV C S �• W 813W N 24.01 I!!1/ SV C S 23.22 AE. 8" IE 8� E = 22.58 ON 12*M E 22.26 INV 8"P'VC N 23.15 IE s w = 22.46 I W 121M W 22.19 a " IIr1/ 8"P'VC S 24.01 Nr1l 8"p11C E 23.22 AE 8" CL.......:.........:.........:.........:...... ...:.........:.........:....... .:.........:.........:.........:.........:.........'...................+....................... ............................... ....;................ ............................... .......................... . . . . . . . . . . . . . � . . . . . . . � . . tD.............................................. ............................... ...........•....................... ............................... . . . . . . . . . . . . . . . . . . I. . . EXISTING GROUND AT-CA R.O.W. . . . . . . . . . . . . • • I . . . ... ; .. : . .: ... : .. ... : .... . .. .. .. . : : : :. : ............. .......... .. : .. :. : ............ ............................... ............... .I 30* . 30 ............ . • . . . .� . . . . . . . . . . . .........:.........:.........:..... 25..... ............................... ..................................... ............................... ......................... ...:............... ............................... ..........2�......_..... 4mvw mow r sw sm. 0= .........:..................:..... 20:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.......................................:.........:..................................... ............................... 20.... ........ SCALE : EXISTING a "SEINER LINE Horiz; 1" 20p ......... �..... ....�.........�......... ..... •0+00 .... .........�......... ......... ....... 1+00 .........:...... .......... ..................... ......+ ... ........... ...... . ..... ............ . ... . .. . .2 o o... .. .3+ o o.... 4 SHT 7 of .14 . . . . . . . . . . . . . . . . . . . . . tCANME()Mgt . _ ' ., • I N r.. .r c0 a N z NCL coo Fm lu Zffic to Us gc C30 v�< FW ce ca 0 Ic s � s a 0 JCor • rte► • ��� �� nc 7 n =,Sz I C-10,. .�. ° ^ I a C4 V n1N o lt •r wm O O n I A N H M � I WW O _Z « I 0 m I N N �" of I _ L"qk Z c 0 NOTE: SIDE SEVER SHOWN OIN THE PLANS HERE LOCATED NA z 7ELEWDE0. BECAUSE THE LOW POINTS IN TH£ EXISTING MAIN LINE NERE UNDER WATER, SOVE ACTIVE SIDE SENERS MAY NOT BE SHOWN. THE CONTRAVOR SHALL 'QE LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SENER MAIN 70 THE PROPERTY LAVE. c 0 U uC 0 I I o� NN01N n NNN V)wZ � OOODOD V) WWW c� 3 #o Mf c 8 QD � I � W t7� � ifs � r �O OIz i IL HOUSE #611 30' N. X 3' W. OF N. E. cOR. HSE.# 611 at FLR.= 32.1 Conc. ; GARAGE I I I w AAH 33 STA � 22 +y11.66 0' RT I�G1.�{/ �i EM OW CO AW RNLI 27.92 ITO"CE WITH NIEW ' A#4 INN BVW S 23.22 AW = 2s4at W 8*M N 23.15 AE 8' w = 2 ,199 c; INN SVW E 23.22 - O I =1 I U Y • Q GARAGE I L w) Gate I-L _ _ • 1+00 ----------- -- 230.95 AN41 21 STA 3+1a04 9.6' RT ISTA 0+09.6 E RT. 0 HSE.# 617 Lawn REMOVE EMSTWMG AIH AM 1st FUR.= 33.2 REPLACE IMTH NEW 54 MH BSMT.= 24.7* RN/ = 27.99 AE 8' N = 2.115 SET TACK IN I 8IE 8' S = 2,1`20 Lawn - = Paved LEAD F)LUG 0'1• AE o E 2.120 E. OF BK. OF CONC. WAUc a 0. 10 HSE.# 618 lot FUR. -30.1 INO BSMT. ® u � o 0 Lawn O Lawn �- HSE.# 619 1st FUR.= 32.4 JSMT. =26.4(PER OWNER) ISE /601 ' N. X I N NSE. # 601 N.E. COR11. 1st FUR.= 34.3 8SM T.= 2580 O c. 0 o B. ci B. 0 2 +00 LoAn m wn / rj Op - n J� 3 � J� 1 1 4"o) \ 0 Ay - CO v � ry0 N / i ~ �r 2 ca yob / (AXI 0 20 40 i" - 20' AS- BUILT CER71WATM I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWERS SHMN FIEREEON ARE THE RESULT OF A SURVEY WADE BY ME OR UNDER MY DIRECTION. A#iif 21 STA 3+fa04 9.6' RT AfI AVJ STA 2 +11.6 O' RT 'mil YW V STA 0+09.6 E RT. Op REMOVE EXISTNMG CO AND L o REMOVE EMI MG A#f ANb REPLACE WITH NEW 54' AIH EW"M 9/111/ F.©. RIN GM L.S. 23613 OATS= REPLACE W "i NAEW 54' AIH RIM 29.14 RN = •i t - Rim = -aao - RIM 27.92 INV S PVC W PLUG OUT AE 8' W =->t *SS6 AE 8' N = -99KO- 1W 8"I~'VC S 23.22 WT 23A a AE 8' S = %M1+6- W4 8V11C N 23.15 I L AE 8' E _ - 1W 8'P1A�. E 23.22 Q........:.........:.........:.........:.........:.........:... ......:.........:.........:.... ..................................................................... ...............:.........:..... ...:.........:.........:......... :.........:.........:.......... --......:... ......:.........:.........:.... 4 EXISTING GROUND AT; cA R.O.W. ........... ................. ...........................:.........:.........:. 30......... ........................ ... ....... ;......... ;......... _... .................. ... ............... ...:...................... 30...:.........:.........:.........:.........:.... .....:.........:.........:..... EXISTING 8 w SE1MEbt LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . : . .. . . . : . . . . : . . . : .. . . . . �APPROX LOCATION WATER MAIN. . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .25 ; ...:.. 25 ....:.........:.........:.........:.........:.... .....:.........:.........:..... W CLEARANCE FROM WAIF UM fS LESS. ,HAW V" INSTALL 1'. E 1 n . Z.........:.........;.........;.........;.........:.........:.........:. ........:.20....:.........P�.M ...............:.........:.........:.........:.........:.........:... ...... :.........:.........:..,[ ..:.........:.........:.........:.........:.... .....:.........:.........:..... SCALE .........:...................:.........:...........................................................:.... .....:.........:.........:..... HQrj�, .1. ".. = : 2. Q'......:.........:.........:.........:.........:.........:........ .:.........:......... :......... .... = Vert.1" _ : 5' .....:.... .....:.........:.........:..... ........... 0+00- .... . . . . . • . . 2 +00 . . . . . . . . SHT 8 of . 14 o AN t t r r.? 9 . L. •�-� ao Z o` 00 Yc S z v N.y a a �c c �o m� �V c �' •C _v ea- 0 a 0 JCor • rte► • ��� �� nc 7 n =,Sz I C-10,. .�. ° ^ I a C4 V n1N o lt •r wm O O n I A N H M � I WW O _Z « I 0 m I N N �" of I _ L"qk Z c 0 NOTE: SIDE SEVER SHOWN OIN THE PLANS HERE LOCATED NA z 7ELEWDE0. BECAUSE THE LOW POINTS IN TH£ EXISTING MAIN LINE NERE UNDER WATER, SOVE ACTIVE SIDE SENERS MAY NOT BE SHOWN. THE CONTRAVOR SHALL 'QE LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SENER MAIN 70 THE PROPERTY LAVE. c 0 U uC 0 I I o� NN01N n NNN V)wZ � OOODOD V) WWW c� 3 #o Mf c 8 QD � I � W t7� � ifs � r �O OIz i IL HOUSE #611 30' N. X 3' W. OF N. E. cOR. HSE.# 611 at FLR.= 32.1 Conc. ; GARAGE I I I w AAH 33 STA � 22 +y11.66 0' RT I�G1.�{/ �i EM OW CO AW RNLI 27.92 ITO"CE WITH NIEW ' A#4 INN BVW S 23.22 AW = 2s4at W 8*M N 23.15 AE 8' w = 2 ,199 c; INN SVW E 23.22 - O I =1 I U Y • Q GARAGE I L w) Gate I-L _ _ • 1+00 ----------- -- 230.95 AN41 21 STA 3+1a04 9.6' RT ISTA 0+09.6 E RT. 0 HSE.# 617 Lawn REMOVE EMSTWMG AIH AM 1st FUR.= 33.2 REPLACE IMTH NEW 54 MH BSMT.= 24.7* RN/ = 27.99 AE 8' N = 2.115 SET TACK IN I 8IE 8' S = 2,1`20 Lawn - = Paved LEAD F)LUG 0'1• AE o E 2.120 E. OF BK. OF CONC. WAUc a 0. 10 HSE.# 618 lot FUR. -30.1 INO BSMT. ® u � o 0 Lawn O Lawn �- HSE.# 619 1st FUR.= 32.4 JSMT. =26.4(PER OWNER) ISE /601 ' N. X I N NSE. # 601 N.E. COR11. 1st FUR.= 34.3 8SM T.= 2580 O c. 0 o B. ci B. 0 2 +00 LoAn m wn / rj Op - n J� 3 � J� 1 1 4"o) \ 0 Ay - CO v � ry0 N / i ~ �r 2 ca yob / (AXI 0 20 40 i" - 20' AS- BUILT CER71WATM I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWERS SHMN FIEREEON ARE THE RESULT OF A SURVEY WADE BY ME OR UNDER MY DIRECTION. A#iif 21 STA 3+fa04 9.6' RT AfI AVJ STA 2 +11.6 O' RT 'mil YW V STA 0+09.6 E RT. Op REMOVE EXISTNMG CO AND L o REMOVE EMI MG A#f ANb REPLACE WITH NEW 54' AIH EW"M 9/111/ F.©. RIN GM L.S. 23613 OATS= REPLACE W "i NAEW 54' AIH RIM 29.14 RN = •i t - Rim = -aao - RIM 27.92 INV S PVC W PLUG OUT AE 8' W =->t *SS6 AE 8' N = -99KO- 1W 8"I~'VC S 23.22 WT 23A a AE 8' S = %M1+6- W4 8V11C N 23.15 I L AE 8' E _ - 1W 8'P1A�. E 23.22 Q........:.........:.........:.........:.........:.........:... ......:.........:.........:.... ..................................................................... ...............:.........:..... ...:.........:.........:......... :.........:.........:.......... --......:... ......:.........:.........:.... 4 EXISTING GROUND AT; cA R.O.W. ........... ................. ...........................:.........:.........:. 30......... ........................ ... ....... ;......... ;......... _... .................. ... ............... ...:...................... 30...:.........:.........:.........:.........:.... .....:.........:.........:..... EXISTING 8 w SE1MEbt LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . : . .. . . . : . . . . : . . . : .. . . . . �APPROX LOCATION WATER MAIN. . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .25 ; ...:.. 25 ....:.........:.........:.........:.........:.... .....:.........:.........:..... W CLEARANCE FROM WAIF UM fS LESS. ,HAW V" INSTALL 1'. E 1 n . Z.........:.........;.........;.........;.........:.........:.........:. ........:.20....:.........P�.M ...............:.........:.........:.........:.........:.........:... ...... :.........:.........:..,[ ..:.........:.........:.........:.........:.... .....:.........:.........:..... SCALE .........:...................:.........:...........................................................:.... .....:.........:.........:..... HQrj�, .1. ".. = : 2. Q'......:.........:.........:.........:.........:.........:........ .:.........:......... :......... .... = Vert.1" _ : 5' .....:.... .....:.........:.........:..... ........... 0+00- .... . . . . . • . . 2 +00 . . . . . . . . SHT 8 of . 14 o AN t t r r.? 9 a 9 N co N N CL n N 3 R 11 W V Z� can c W ~�J Z cc W �. O Ong Q � mc rc co +% O a.F.► z ov w ©0 Yc STA. 24 +69 15 LT AM/ = .4641fdaA,_ RIM = 26.00 "N N V pm ua E■■1 � 1••1 � w a � a CORE DRILL EXISTNMG MH croc cv 0 1 � Nr1/ W S"P'NC S 17.86 mE �,. E 'c I o, c o, ow s a 0 z 0 Q IL loll w a �i NO TE. STDE SEVER SHOWN ON THE PLANS WERE LOCH TED NA EFLEWIDEO BECAUSE THE LOW POINTS IN THE EXISTING MAIN LINE WERE UNDER WA TER, SOME AC77W SIDE SEWERS MAY NOT BE SHONN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SE ERS FROM THE NEW SEWER MAIN Tip THE PROPERTY LINE. CON7RAC7OMR SHALL COORDINATE INSTALLATION OF THE 2" PGL 1'E•T YXENE WATER UNE TO ENSURE MINIMUM DISRUPTION OF WATER SERVICE TO THE CUSTOIIIERS, THE EXISTING WATER SERNCE IS OLD AND MAY BE DAMAGED DURING CONSIRUC77ON THE WATER SERWCE UNE AND INSTALLATION SMALL MEET ALL REQUIRENENTS AS ADOPTED BY THE aTY OF RENTON. THE CITY'S PR06 ECT MANAGER WILL AQUI RE ANY PLUMLiNG PERMITS REQUIRED BY THE aTY. THE CO#VMACM R SMALL COORMNA7E INSTALU now OF THE WATER UNE AND SUPPL Y THE aTY W TH ANY INFORM/A 71ON REQUIRED FOR PERMIT7Wa 0 20 40 1" = 20' MH AM STA.20+27 2-5 LT RN 25M AAEW 54- MH RIM 25.41 W S "PVC S 21.88 Rm m — Ni11/ SVIIC S 18.80 W SVVC N 21.84 8'N IE - WSVC N 18.82 WT 21.8 IRECOVOWCT ENSTAMG SEWER WT 18.5 FROM SOUTH R a Iv I" s- ?z6zo9 CERnWATMN LOCATIONS OF THE SAMARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER F.O. RINGEL L.S. 23613 Dd�TE_ NEW 54 M!H REMOVE EXISTING SSMH STA.22 +80.48 3.9 LT NM 26.60 STA. 24 +69 15 LT AM/ = .4641fdaA,_ RIM = 26.00 "N N V 12V C E 17.95 "I'S E _ �� 8w E _ _ "S 8 IE = 22.60 8 "S IE = 22.60 12'p'VC w 17.71 CORE DRILL EXISTNMG MH 8 E = � Nr1/ W S"P'NC S 17.86 AAID COMWCT AE'W 8~ SAIWTARY SEWER Tn M f W SVC S 20.79 WIFTH KC R-N -SEAL OW T EXISTING SSMH STA.24+ RIM = 26.82 12"W IE - 17.97 12 "E IE = 18.20 8 "S IE = 18.18 3.9 LT 25 — - - = - —: 25 .......................................... c :— wwcimma�t s�aoe � —: ...... �r �ez r �n_ g.w . _ ..... ..... _ 20 T warwL «r.Lr ar r. csV ws.... \ � 20 =1,2 24U -pw 55 IF Fv &4= ......................................... 15 ........................................................... ........................................................... ..................................................................... 15 ......................................................... ................... 20 +00 21fOQ ............... _ 22 +00 23 +00 _ 24 +00 SHT 9 of 14 Is 0 s ROLL 1 91.7 FR 3 �.6 zc�nneON* 2201#0 1 • • N r.. 1* (0 1 N Z O . ' 6 ZO' I CAPPED N 3' /Z7' Z3' 26 GPPE� CAPPED TBM #3 ELEV =40.10 TOP N M N S 0 CO NC 0 SSMH RIM =41.10 WITH LEAD & TACK 4 Z1 W ~ IN MON IN CASE INV 24 "W, 18 "NE, 8 "N =3 .97 / ZJ I SIGN ON 1' BLDG #435 0061. CONIC BASE CB RIM =40.39 � � W � I ., Z INV 6 RCP E =38.84 13 BLDG #919 BOT =39.0 W � B Cw I x Q dc W N o PA „ �c 12 6 _ � FF --42.0 N � I 1 W / ASPHALT � cv xcc WV NOT 6„ 1 � CW _ E! EV 39.39 0 6 6" 6„ 6'n ~ - 14 "W •• = SDMH RIM =41.05 cam. 'c 8 RCP? INV "R ? 14 "W ca .t E -35.4 �,. INV 12 "RCP" W =34.9 10., OR 14" INV 12 RCP? N =34.7 6 G a DIRT BOT =35.1 6 G ++ O a••r Z ov oa z V �W �I a a 0 �E ca NIII .� C °' ca a c� 0 9 +50 INV 12" PVC N 33.84 W 8" PVC SE 34.40 W 24" M NE 33.97 INV 241P'C W 32.38 GP DR VEI 19 +00 �,, I o J, "D C ONC WALK GRATE IN RETW MH #29 STA. 10 +10.26 5' LT. REMDVE EXISTING MH AND POWER REPLACE VI TH NEV 54' MH SWITCH RIM = 41.1 IE 24' VEST = 32.97 IE 8' NOR TH = 34.30 (MA TCH CRD VN OF EX. 24,> IE 18" NE = 32.97 0 6" W ABA+ o GP 4� \ \CB RIM =40.68 INV 6 "RCP S =39.56 INV 6 "RCP E =38.7 INV 6 "RCP W =38.08 BOT =36.9 SSMH SUMP RIM =48.17 INV 18" NE & SW =37.4 12 +00 - -1z „p SDMH RIM =41.40 INV 12 "RCP N &S =36.5+ SILT BOT =35.8 12 +00 BLOCK 16 BLDG X435 CAPPED 15 SSMH RIM =42.24 � INV 8 N &S =35.98 i 6" CONCRETE WALL REMOVE EX. S.S.M.H. 6" 1 CW pe 96=1 me CB RIM =41.78 INV 6 "RCP W =39.38 SILT BOT =38.0 BLOCK 8 TO 4*QAY 16 CB RIM =41. INV 6 "RCP W 40.4 INV 6 "RCP E 40.0 ROT =40.5 1 ASPHALT CONC WALK IAJ C/) G W W X14-1 0 � � O + .. .. .. .. .. itzmH Q #30 STA. 13 +25 5' L T. LI RIMS TAL L NE V 54' MH W = 42.24 z 8' SDU TH = 35.79 8' NOR TH = 35.89 = U Q Ni11/ 12V C N 35.66 NOTES: W 1/ 12"p'11G S 35.61 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE 3 OF THEIR LOCATIONS BASED ON TELEViDEO OF THE _ SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN En wit ARE BY "Y CONNECTIONS AND THUS DO NOT GUARANTEE STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL K AS -BUILT CERTIFICATION SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS r/'� 1 HEREBY CERTIFY THAT SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY �'' THE ��- AND VERTICAL LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT LOCATIONS OF THE SAI�MTARY SHOWN HEREON MH #29 STA. 10 +10.26 5' L T. ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE REMDVE EXISTING MH AND NM 41.02 ' 31"3 MY DIRECTION. M14 #30 STA. 13 +25 5' LT. IT ABUTS THE WSDOT CONCRETE RETAINING WALL. REPLACE WITH NEV 54' MH W 12* MC N 33.84 ' z _ MN SIM SE 34.40 •n+i INSTALL NEV 54' MH ° 2. 435 MAIN AVENUE SOUTH (CITY RECORDS RIM = 41.1 = INV 24V C NE 33.07 F.D. RINGEL L.S. 23313 QATE_ RIM � �?c?_$w - 42.46 SHOW A SIDE SEWER TO THIS BUILDING IE 24 VEST INV' 24"P'VC w 32.58 IE 8 SOUTH - �� INV �2"P'V� N 38.66 FROM S. 5TH ST. ADDITIONAL SIDE SEWER(S) IE 8 NDRTH = =�-3'0 (MATCH CRDVN DF EX. 24") IE 8' NORTH = 9�.t�'9- INy 12'PMC S 36.61 a MAY OCCUR ALONG MAIN AVE. S.) - z Q a: SPA - ........:.........:.........:.........:... ......:.........:.....45..:.... ... © ....1� ra: .........:.........:.........:. ..... .............'.........�...... A : J. .EXIS- TI-NG- GROE.JND ; . ; .................. .........1 ........... ......;.........:..................;... ...... ;.0...... ;......... ;..... AT CENTERLINE ce er .40 ..... ...4 .a...4 % D .......................... ............................... �� 40 Q...:...... ...:.........:.........:....... ..:.........:.........III...... :.........:. .....:......... :.........:.........:.........: ................... REMOVE EXISTING SANITARY SEVER _ �= I -- - - - -_ - - -- ----= --- - -- . . . . . . . . . . . . . . . . . . r^ . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �-- EXIST. 8" -S.S. .........:........................ .........................:..... 30..:.... ...................................................... :........................................................... :.........:......... R l'�L7V.�' eXI.S TAN . EXISTING S MANHOLE SCALE ; SANITARY S 1✓ ;IrAH Horiz. 1 " = 20' • : : : : : : : : : : Vert. 1" = 5' 10+00 11+00 ; .......:....... 1Z+ 00......:.........;. ........:.........:.......13+00 ......:.........:.........:.........:....... 14+ 00. .....:................... ;..... HT 10 of 14 17 1 0 20 40 1" = 20' q 0 I ROLL1�9,�' 0 • E 9 a It N CO N N � z zo 00 1,311 acL Q. zi 3a Vw W • MW v� 0 ZMoll!� � W Z� � dc W � W to all H Oc*� ow ce INC FOOD 100000 s ce s d 0 3 0 U) a NOTES: 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE '' OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE I SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN ARE BY "Y CONNECTIONS AND THUS DO NOT GUARANTEE STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE IT ABUTS THE WSDOT CONCRETE RETAINING WALL. 317 MAIN AVENUE SOUTH 319 MAIN AVENUE SOUTH 323 1/2 MAIN AVENUE SOUTH 329 MAIN AVENUE SOUTH 331 MAIN AVENUE SOUTH 330 MAIN AVENUE SOUTH C. o zo 00 1,311 acL !E 3a Vw W • MW a �c v E '°�° E all c ow s d 0 3 0 U) a NOTES: 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE '' OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE I SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN ARE BY "Y CONNECTIONS AND THUS DO NOT GUARANTEE STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE IT ABUTS THE WSDOT CONCRETE RETAINING WALL. 317 MAIN AVENUE SOUTH 319 MAIN AVENUE SOUTH 323 1/2 MAIN AVENUE SOUTH 329 MAIN AVENUE SOUTH 331 MAIN AVENUE SOUTH 330 MAIN AVENUE SOUTH Ix CL a a Q 0 9 AS—BUILT CER11FICAIION HEREBY CERTIFY THAT THE HORIZONTAL E- LOCATIIONS OF THE SANITARY SRAERS SHOWN HEREON ARE THE LT OF A SURVEY MADE BY ME OR UNDER MY DOtECTION. F.O. RINGEL L.S. 23613 OM1T� WMH RIM =43.31 TOP 12 N &S =38.1 SDMH RIM =43.43 INV 12 "RCP W-39.23 INV 8" SE =39.0 INV 81M N 37.55 W12VCS37.48 1S' OOfMi0f1T 6'P11C 24! OOIMlE�t.? d'PNiC E � 7womm 14' CONNECT 40MAY - - - I I -- 1,qc BLOCK TOP 4 "TRAP E =43.0 INV E=42.3 BOT= 4.0+ 19*/4 r /4ff 2f OO�NIE�.'T 48;LAY 2a' CAPPED] CB SOLID LID 1 'x 1 ' TOP CLAY TRAP SW =43.80 INV 6" SW =43.18 BOT =40.8 ME 0 20 40 1" = 20" N W 2 W W V) 0 0 CD 1— 42, 4M 4?45 -G -- ......-- ;- ••• ............... ...................................................... ............................... MH #31 S TA. 16+50 5'' LT. f- d � Q: INSTALL NEV' 540' NH u > : u af ~ z z Z. z z - RIM:- 43.43 o�.0n �W 01IM Z O OZ O O - JW� �I� J ............................................................... ..............................0 ...........,�, �•..., �,.,.� w.�, w ,_.,.Z....................... 37.43 ........ ... ................... ................. ......-- .-- ...---- .----- ....... ............................... f-- z �- Q f-. Z � Z ..--. IE •8 S17UTH' := .. `'� . _ j �� �> • . a JQw arJQ Ja:� I£ 8' NDRTH = 37.53 o�:Xo - '�1. • Q z CU U A U: U U W 0 �- X W 0 F-' cj EXISTING GROUN - ° Q JI W JI & -I W JI z JI-� Q : ; ; ate. � ........:.... 45--: ......... :.........:.........:........AT CENTERLINE .....:.... ...:.... -.I A .:........ X a.X ° x- < x � X :Q........:.........:.... ....:.........:.........:.... a 3. � a `n - • - - • - - - ..... .... a .�<�. • ......... � ......... ......... ... .....alb ........ . o a a Q -a cL a .F-- I .. : 4.5 ............ cu Q � III III .........:....4 0..:.........:.........:........... ............................:.. �I I� � ..:.......� �.:. ... • • : _ - - -- ---------- �MOvE• E)tl.1- G •SANITARY= SE'wE•R_�_• : ---- -._... � ___ ............ REIVVE EXISTING SANITARY SEI✓ER I I __________ ___ __ - - - -_– _ '_ - -_ – _ –_ __ _ –_ _ __ �. _� __ Z. �- �- .�� �- �� - _� ._ �� � ..-� �_ �- �� �- -.-. �� - �� �.� .� �� .� .� .rte -r �. .� -� -_ �� �- .� - � -� �� .� •_ �. ��. � T N. S. � • . . I .............. 30.................'L ................ ........................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 . . . REMOVE £XIS TING • SANITARY SEDER W SCALE REMOVE EXISTING . HOriZ. 1 0 = 200 SAIIIITARI' SEWER IMH .........:.... 30..:.........:.........:.........:.........:.........:.........:.........:.........:...................:... ................:.............. .,�.... ........... ............................... ............ ............................... ......: 30......:..... t�+00 . 14+00 1+00 1+00 : Vert. 1 : = 5 17f00 100 � . SHT 11 of :14 6t.O APR t t 6 Is ROLL 1 91,.7 F R 0 t Ll 1,311 if 11,011 Ix CL a a Q 0 9 AS—BUILT CER11FICAIION HEREBY CERTIFY THAT THE HORIZONTAL E- LOCATIIONS OF THE SANITARY SRAERS SHOWN HEREON ARE THE LT OF A SURVEY MADE BY ME OR UNDER MY DOtECTION. F.O. RINGEL L.S. 23613 OM1T� WMH RIM =43.31 TOP 12 N &S =38.1 SDMH RIM =43.43 INV 12 "RCP W-39.23 INV 8" SE =39.0 INV 81M N 37.55 W12VCS37.48 1S' OOfMi0f1T 6'P11C 24! OOIMlE�t.? d'PNiC E � 7womm 14' CONNECT 40MAY - - - I I -- 1,qc BLOCK TOP 4 "TRAP E =43.0 INV E=42.3 BOT= 4.0+ 19*/4 r /4ff 2f OO�NIE�.'T 48;LAY 2a' CAPPED] CB SOLID LID 1 'x 1 ' TOP CLAY TRAP SW =43.80 INV 6" SW =43.18 BOT =40.8 ME 0 20 40 1" = 20" N W 2 W W V) 0 0 CD 1— 42, 4M 4?45 -G -- ......-- ;- ••• ............... ...................................................... ............................... MH #31 S TA. 16+50 5'' LT. f- d � Q: INSTALL NEV' 540' NH u > : u af ~ z z Z. z z - RIM:- 43.43 o�.0n �W 01IM Z O OZ O O - JW� �I� J ............................................................... ..............................0 ...........,�, �•..., �,.,.� w.�, w ,_.,.Z....................... 37.43 ........ ... ................... ................. ......-- .-- ...---- .----- ....... ............................... f-- z �- Q f-. Z � Z ..--. IE •8 S17UTH' := .. `'� . _ j �� �> • . a JQw arJQ Ja:� I£ 8' NDRTH = 37.53 o�:Xo - '�1. • Q z CU U A U: U U W 0 �- X W 0 F-' cj EXISTING GROUN - ° Q JI W JI & -I W JI z JI-� Q : ; ; ate. � ........:.... 45--: ......... :.........:.........:........AT CENTERLINE .....:.... ...:.... -.I A .:........ X a.X ° x- < x � X :Q........:.........:.... ....:.........:.........:.... a 3. � a `n - • - - • - - - ..... .... a .�<�. • ......... � ......... ......... ... .....alb ........ . o a a Q -a cL a .F-- I .. : 4.5 ............ cu Q � III III .........:....4 0..:.........:.........:........... ............................:.. �I I� � ..:.......� �.:. ... • • : _ - - -- ---------- �MOvE• E)tl.1- G •SANITARY= SE'wE•R_�_• : ---- -._... � ___ ............ REIVVE EXISTING SANITARY SEI✓ER I I __________ ___ __ - - - -_– _ '_ - -_ – _ –_ __ _ –_ _ __ �. _� __ Z. �- �- .�� �- �� - _� ._ �� � ..-� �_ �- �� �- -.-. �� - �� �.� .� �� .� .� .rte -r �. .� -� -_ �� �- .� - � -� �� .� •_ �. ��. � T N. S. � • . . I .............. 30.................'L ................ ........................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 . . . REMOVE £XIS TING • SANITARY SEDER W SCALE REMOVE EXISTING . HOriZ. 1 0 = 200 SAIIIITARI' SEWER IMH .........:.... 30..:.........:.........:.........:.........:.........:.........:.........:.........:...................:... ................:.............. .,�.... ........... ............................... ............ ............................... ......: 30......:..... t�+00 . 14+00 1+00 1+00 : Vert. 1 : = 5 17f00 100 � . SHT 11 of :14 6t.O APR t t 6 Is ROLL 1 91,.7 F R 0 t Ll a 9 a CO a SDMH RIM =45.50 N W N SIDE SEWER REPLACEMENT INV 8 "RCP SE =4� N Z no W 44.87 STA. 20 +76 LT. INSTALL INV 8 "RCP SW =4; R NOTES: NW 3"' wlM N 30.46 SURFACE CLEANOUT INV 12 "RCP N=4' INV SV C S 3020 AT CURB LINE E=4.9 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE INV 12 "RCP E - - OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE BOT= 41.1 SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN MH #32 STA. 19 +96 5' L T. CL ARE BY "Y" CONNECTIONS AND THUS DO NOT GUARENTEE MH #33 STA. 20 +76 5 L T. 15-6 3:: Z INS TALL NEV 54' MH REMOVE EXISTING MH AND 4'�C STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING. RIM - 44.90E THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL REPLACE VI TH NEV 54' MH CONC MON W NAIL art IE 8 SOUTH 39.17 W LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS RIM - 45.24 IN VLV CASE 0 SEWER AND REPLACE THEM FROM THE MAIN TO THE IE 8 SOUTH = 39.54 NAIL ELEV= 44.5`J .40 PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE. CB SOLID LID 1'x 1' IE 8' WEST = 39.54 I Z 230 MAIN AVENUE SOUTH RIM -44.65 BLOC 14 pm O 231 1 2 MAIN AVENUE SOUTH W INV W = 4 4.02 INV 60M w 30.87 ',Z cc 232 MAIN AVENUE SOUTH 3':S'iEEL S 30. CB RIM =44.57 INV E =43.55 13 � � _ us 233 MAIN AVENUE SOUTH �- BOT =42.8 V 6 NE 43.5 W 235 MAIN AVENUE SOUTH RT BOT =4 .7 , = 3 237 MAIN AVENUE SOUTH `" 24 CW W 919 S. 3RD STREET BLDG #315 STRAIGHT ,.� 4 928 S. 3RD STREET CAPPED ca X O 1002 S. 3RD STREET W - BLDG #919 304 MAIN AVENUE SOUTH = A + 4c 315 MAIN AVENUE SOUTH W ® W/UG 1-- i O_ Z OC � W to, W WV LI N TO P cc 4c STUCK EL V= 2.2 Q RR W S (!') 8 „W a O i 0 00 o�► 8,.D .� o wcR W�o?4 W l G> "W ® , F-+ 'OE ~ O H Z CONC I e� I CV i HW ;a w R �"� a Z XCC RR q C i c 0 GRN D IG ;6 _ '5 E ASPHALT H m E U BLDG #304 r_ < CB RIM =43.98 14 © '` '�� *c INV 4 "STL E =42.7 Q co v Q � „ WMH F a� INV 6 STL W =42.50 I TOP i s s r r 2E 4 0 z> o Ir�l��ll� a Q 0 ,. AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY FADE BY ME OR UNDER MY DIREC ZION. F.D. RINGEL LS. 23613 QATE: y V V L.-7 `i U r..� V U f✓, V r- - A r- 2 V 1%4=0/ r M14 APP STA. Pi +4n W M N 30.34 BUT 0 20 40 1" = 20' S TA. AP +.5.7 INSTALL NEV TYPE 2 (54') CATCH BASIN OVER EXISTING STORM MAIN (3.4'f DEEP) INS TAL L APPROX 30 L F OF NE V 12' CPEP (WITH VA TER TIGHT GASKETS) AT 0.27. INSTALL NEV TYPE 1 CATCH BASIN AT PROPERTY LINE (E) 1 II INIIvI -_r•t. ZY J INV 3' W=44 INV 3" E =44 BOT= 4 3.4 )G #225+ 229 -%b WbAlkl RIM = 45.07 -�- INV 3" W =44.5 INV 3" E =44.4 BOT= 43.5 (__7 c T MH #32 STA. 19+96 5' L T. MH #33 S TA. 20+ 76 5' L T. �► MH #28 STA 21 +40 6 L T. 2 RIM 44.87 INSTALL NEV 54' MH REMOVE EXISTING MH AND . N�11/ 3"STEEL N 39.46 RIM = w A °"1 REMOVE EXISTING MH AND NW SV C S 30.29 IE B' SW TH = l !Pl iF- REPLACE VI TH NEV 54' MH REPL ACE VI TH NE V 54' MH 0 ° RIM z RIM = . _:_ _ zo o za W � IE 8 SOUTH = 9R.84 z IE 8' NORTH = -9{,.z z z .-� z Q" Q W z IE 6' VEST = 99:54 z z Q Q RIM 45.21 Q Q Q Q Q Q U> U U 0 RNLI 45.14 o z o v I A NW 8' PVC N 30.34 v I A v I A U A 0I tY 0 I �--, �, W W 61P C w 30.67 F- Q ►- 0 0 ° 0 ....................... ............................... 50... ............................... J .w -i �........~d .... ............IW-3%."EEL..S•30JM .......... ................... Q ce Q ....I ..� .............37.33 ........J �................._j . - ....... �I ...... ................50............. U > U f� C� Lj a �,,� . 10 - w � EXISTING GROUND a Q a. Q - - o° o I a a= /�T CENTERLINE a_ a a 3 QIoo aIoo aIm a c� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . ' I I ' _ W ice' ;�► .�,,,i•. . . ._ ---- -. . . : . " :45. - a Q Q Q I .. .. ... .........:......... :..... 0 ; ' s s ; REMOVE EXISTING SAKI TA R_ SEVER - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40. : . . . . . . . . . . . . . . . . . . . . . . . . .I... -��► .,.- - -- ---.: _ - -- -- --- - -- - - - - - -_ :�. . EXIST. 8' - : APPROX. TOP ERPL # � DO VC :S.S. 8 . . . . . . 243.71 . 0AdX - 66 -SWD PIPE: ......... ' ......... ' ......... ' ......... ' ....... . ' EXISTING: „PIPE - LINK" EL. 37.7 . :.... 35 ................................ ............................. ........STAINLE- SS�STE L• BALD- ....... .. .. .. .................................................................................................. ................35............. INSIDE EX' ISTING 8 "- SEWER INS TAL L 80 L F 5' HDPE : 5' HDIPE TD BE SDR .........:.........:......... ' ......... - ......... - ' - . .32.5 (5.56 3 INCH O. D. ) INSIDE EXISTING 8' U NCRETE - ......... ......... ...... ...:...... APPR�X � . ....- . ....... . ....:- - .........- : .........:.........- : ......... .........- :.........PRESS( RE- fLL - AROUND - 6./TH ....... T [)P C R P L #2 .........:. .... . . ..... . . . . . . ....... . HIGH S TREA TH GRDI T MIN 3000 PSI) IM�QKE CDWVY -CTIDN TO IMEV MAIIlIHOLES 51 1/2' SW:D PIPE :SCALE VI TH STANDARD IM�4rMF aE ADI4P. WRS E L . 38.5 : : H oriz. 1" = '20' : .........:.........:.........:.........:.........:......... :.........:.........:.......17R AS 17TH RVISE APPROVED .Br ....... .........:................... - Vert. 1" = :5' 10+00 Ei�IIV�ER �� ..................:.........:.........:.........:.......................... .... .........:.........:....... ..... .....:.........;.........:..... . . 21+00 n+00 SHT 12 of ) 4 It 0 If ROLL 1�9�.7 FR 3.2� ow s s • • • a � v r• � (0 a N WW BLOCK 13 N z ooNNEC �� IM ENV 1ovc N 35.15 I W Svc w 31LOO z' /2r �r /1 r 14 Q 16 am %m CD DRAIN 1'x1' (iD RIM=43.93 7 RIM =44.93 BLDG 221 INV 6 RCP NW =42.9 Q"' INV 3 W -44.4 }• �� INV 6 "PVC E =42.7 ?� INV 3 E =44.49 BOT =43.4 DIRT BOT =42.6 ,�. m N BLDG #225 27 i"14A 00 & 229 Z =A GRAVEL Z w OC W C!) � � CID �W W cc 49 00 12 "D O o CB RIM =43.98 O ;+ NO INV 8 "PVC W = 4 .6 03 pp BOT =4. '` .t N co 6 ®m ON WALK < 4c. ~ P CW FILLER CAP V® W ARAN? 4 ICV a 0 Z BLDG #226 DRAIN 1'x1' DRAIN 1'x1' w Z Y -� = RIM-45.07 _J_ RIM =44.78 (� o ) - I O 3 E INV 3„ W -44.5 INV 3 W =43.78 _ <[ INV 3 E =44.4 BOT =43.0 6 � �a BOT =43. ("D olo E MH #27 S TA. 23 +84 6' L �. E REMOVE EXISTING MH AND REPL ACE VI TH NEV 54' M at .v RIM = 44.77 f a c- IE 8' SOU TH = 38.71 IE 8' NOR TH = 38.61 IE 6 VES T = 38.71 4'/22'/2i/=/8" D 390 � Q C�IP'PED v z - O s' CC 0 4 Y 4� SSMH RIM =44.77 „ INV 8 N &S =38.64 „ INV 12 PLUGGED E =39.8 17 CL 18 X (n 2' HIGH WOOD 0 < BARRICADE _ �o dw 3" EMOVE EX. S.S.M.H. 3 III 12 . "D corvc � 0 BLOCK 10 M ON EN 04 PA 0 SDMH RIM-44.83 © D TV VLT 8 "W CO INV 12 "PVC E =41.53 INV 8 "PVC E =41.41 INV 12 "RCP N =41.40 INV 8 "RCP W =41.38 DIRT BOT =41.7 Im LOCATE EXISTING SIDE SEWER 44.08 W121310E36.'55 TBM #1 ELEV= 43.50' NEAR SOUTH SIDE OF FUEL 1'. c w 3a.5o i ear ISLAND do CONNECT. COORDINATE BRASS PIN IN LEAD IN /�• W/ PROPERTY OWNER % 6' VVE CONIC MON IN CASE RESTORE TRENCH SECTION s� MATCHING EXISTING ASPHALT ND SSMH RIM =44.08 THICKNESS OVER 4" CRUSHED INV 8" 37.41 ROCK „S= N INV 12 E &W =36.78 WMH RIM = 43.86 o r- TOP PIPE TO 8"? N &S =4 .4 X. 20 1 / J w CB RIM =43.55 BLDG 207 INV 6 'RCP E =41.25 # ao `� N - DIRT BOT =40.6 --- P SPH ISLAND S c� • X wv u N ASPHALT ELE 42 1 �- • 6 W R \ P 1 V UT ,� 8 W v I NUT ` C -42 6 "W � 2„ CW ABAN. WM Q iMAIN AVENUE All Sim, • -l� • �- ON 00 Im 01 d OAF 'Al 9, MAK0 ", J ell BLDG #1005 XC N BLOCK 12 /MN 121WC E 36.55 NV 10'"SIEEL S 36e3 O � � w 36.50 ` �� ���� 0 20 40 1" = 20' MH # 26 S TA. 26 +85.5 6' L T. T ;o p REMOVE EXISTING MH AND W C ' REPLACE VI TH NEW 54' MH --� RIM = 4 4.08 0o b IE 8' SOUTH = 3742 IE 12' EAST & VEST = 36.78 CW CONIC RECONNECT EXISTING SEVER TO NORTH V/ 12' PVC SS PIPE AND i O + FERNCO COUPLING OR APPRVD EQUAL A PHALT � N I 6 � � � o BLOCK 11 100, C RIM =43.48 NOTES. IN 8' RCP N= 40.50 `O 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE B =39.4 ' FH SDMH RIM =44.03 OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE I INV 12 RCP S =41.08 SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN CB RIM =43.51 38' INV 12 "RCP E =40.6 ARE BY "Y" CONNECTIONS AND THUS DO NOT GUARANTEE � AC 93 T 40aAY INV 6 RCP W -42.23 BOT =38. STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING. DIRT BOT -- 41.5 THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL SDMH RIM =43.90 LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS INV 6 "RCP SW =41.6 SEWER AND REPLACE THEM FROM THE MAIN TO THE 1'/2,2''/3' INV 6"RCP E =41.45 PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE. CONNECT �,, INV 8 N =40.8 221 MAIN AVENUE SOUTH DIRT BOT -39.9 225 MAIN AVENUE SOUTH 226 MAIN AVENUE SOUTH 229 MAIN AVENUE SOUTH MH # 26 S TA. 26 +85.5 6' L T. REMOVE EXISTING MH AND REPL ACE VI TH NE V 54' MH RIM � �� : IE 8 SOU TH = 3:7-. 4e IE 12' EAST & VEST = -36.F8- RN 44.08 W121310E36.'55 W 10%"rML S 36.83 1'. c w 3a.5o i ear MH #27 S TA. 23 +84 6' L T. REMOVE EXISTING MH AND z z z z z ? ° REPLACE VI TH NEW 54' MH 0 F.D. RINGEL LS. 23613 OM1TE: 0 z z cn RIM 44.80 RIM = #4;�yz f z _ w 0 0 �- _ O '� z �- U INV 101W N 38.15 �' INV 1OVW S 38.21 IE 8 SOUTH = U Q Q a J Q Q UlA UIW of u U v A z a IHV 8"�'VC W 38.60 IE 8' NOR TH =- 3&.{1- c� A 0 0 z 0 w J� 0 a- 0 4D a...... . .............LE . 8.'..VES.T.. =. x.7-1 ........ .. �. z................................................................... ............................... • ...................J � .-' � . o..... : I� . .:-� rY - ._j v 2 Xlo : x X X = X � _fw -- _ Z ..:.... .....:.........:.........:..... : - -- :.........:.........:...... :..... ° •�- EXISTING GROUN ° ° ° w ac w ° o Q - o : ~' v' AT CENTERLINE: 1110 a 3 a- -i cl- 3 Ce 3 af d' F-- a- Lj a i a - v Q Q ao - Q I Q I Q I t-- a. a- d oo Q oo - Q cv v .45. ...... .... -... .....�...:...�... �.. ,...i.,;... :.........:......... ' .._ .:.........:.. • ................ - . : ,� - .... ....... ......................... . ..... ..................... ............................... .•.•.40. T _ �. ;._ ..•- ...._ .. - -. ...Ill . •..... I r • R£OV£` . - • - 4 0..................... ...................... ......... . SANITAR •----- a Cm so ut . "46 Q44X APPROX. TOP- CRP #3: - . • I ...................................................... ............................66• -SWD. PIPE............. .... = EL, 36.6 PROVIDE £THAF'OAM PAD• ........: :.........:.........:...... • ..:.........:.... . WHERE CL £ARANC£ l 1' . REMOVE £XIS Tll1u ..... 30. :.. .......:.........:.........:... SANITARY SEVER Mw - .SCALE - ....:.........:.........:.... ............ ...................:......... ; .....Honis �,.. _ . �.0, ...... ........................................................................................ ............ 30.......:.........:... ......:.........:.........:.... . Vert. 10 = 5' 23+00 ..........:.......Z4+00 ......:..... ....:.........:.........;...... Z +00 ......:..... ....:.........:.........:...... +pp ......:.........:.........:.........;......................................................................................................... SHT 13 of 14 NnE0 APR 2 Z /�l.? = ? �:' j.n FR 33:0 • V r .0 cZ ot II z� O 9 84: an 10- a IL A "I 0 9L 6 0 Ft()LL F 3 3,4 i m-TANNIM DEC 1 01994 w 0 0 0 0 N co N N I N Q H Z W W 0 Z 4 O W Z OC ui W =3 ~ W �c* 0 co >- z a E \E 49SN C 16, a� g 00 a <� w o ,J m z 0 6 z 1 -+— _" � 7 m P ---- �k 2nJ \\ v w co i E _ LF f a CITY OF RENTON, WASHINGTON SHEET Q� o° w Z N,E O O iE 4 SHEET �z �w 6 SHEET 7 �o 8 E 9 SHEET E \E 49SN C 16, a� g 00 a <� w o ,J m z 0 6 z 1 -+— _" � 7 m P ---- �k 2nJ \\ v w co i E _ LF f a CITY OF RENTON, WASHINGTON SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 -13 SHEET 14 iX 'loll COVER SHEET ALLEY BETWEEN SHATTUCK AVE S AND WHITWORTH AVE S ALLEY BETWEEN WHITWORTH AVE S AND MORRIS AVE S ALLEY BETWEEN MORRIS AVE S AND SMITHERS AVE S ALLEY BETWEEN SMITHERS AVE S AND BURNETT AVE S SMITHERS AVE S ALLEY EAST OF SMITHERS AVE S MORRIS AVE S WHITWORTH LANE S MAIN AVE S GENERAL CONSTRUCTIONS NOTES AND MISCELLANEOUS DETAILS r F� EXPIRES S/27/97 5- 226215 RECOMMENDED FOR APPROVAL WASTEWA —TER UTILITY DATE \ U , 10 JucY 9� U ILITY SYSTEMS MANAGER DATE TENANCE SOWCES MANAGER DATE a LID Airport Wa CD 's -7 2-6ais V i 0 >n a a a a 0 Z 0 Q _ 0 LL� ol� S 0 w 0� n o --- I jw �s I n « It - F a 0 N p,f i:, rn a o, a�wN m gn Inzz? p" mi+tgA wl i »u _ wzrvvO .ate 30' f f i f i I I jI i 30" S E C.B. RIM- 31.21 1 Si. ANTONY SCHOOL LE 6 . " W. =30.3 g f MH Al STA. 31 +21 I' RT ( ( x:336 ( I !- I.E. 6" E. =30.2 REMOVE 15XIS77NO MH AND C I REPLACE R17H NEW 5p" MH I - RIM = 30.60 f I \ \\ IE 8"N = 24.30 ( P I ASPHALT S IE 18" E,W = 2330 - avad PARKING �,r ..✓ �_. I 1 1y` j —__. _ —_._ _____. .—_ I{ I Gross Cx'ass AsAh. - C.B. RIM =31.90 Paved f LE =31.15 Aaph.Pove o a i F ONv'EMT to e I i a° ry 6 hT, - -- cv 0E (— a sot -329 �_ °m as p�W D C O a i 1 � �E wN ti a 4 o� j i N P RKING n CL MAIN LINE WERE UNDER WATER, SOME AC77VE SIDE SEWERS V! F f AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE � i W a, W 3 i zap � SI s f O jL I Lu w Z OC 0 0 W � V! =3� =W 0 � y H a� 3 m N m d Z 0 Q _ 0 LL� ol� S 0 w 0� n o --- I jw �s I n « It - F a 0 N p,f i:, rn a o, a�wN m gn Inzz? p" mi+tgA wl i »u _ wzrvvO .ate 30' f f i f i I I jI i 30" S E C.B. RIM- 31.21 1 Si. ANTONY SCHOOL LE 6 . " W. =30.3 g f MH Al STA. 31 +21 I' RT ( ( x:336 ( I !- I.E. 6" E. =30.2 REMOVE 15XIS77NO MH AND C I REPLACE R17H NEW 5p" MH I - RIM = 30.60 f I \ \\ IE 8"N = 24.30 ( P I ASPHALT S IE 18" E,W = 2330 - avad PARKING �,r ..✓ �_. I 1 1y` j —__. _ —_._ _____. .—_ I{ I Gross Cx'ass AsAh. - C.B. RIM =31.90 Paved f LE =31.15 Aaph.Pove o a i F ONv'EMT to e I i a° ry 6 hT, - -- Q Q 0E (— a sot -329 °m as p�W D C O a i 1 � �E wN Paved i.SPtiA x � O i( o� Z 0 Q _ 0 LL� ol� S 0 w 0� n o --- I jw �s I n « It - F a 0 N p,f i:, rn a o, a�wN m gn Inzz? p" mi+tgA wl i »u _ wzrvvO .ate 30' f f i f i I I jI i 30" S E C.B. RIM- 31.21 1 Si. ANTONY SCHOOL LE 6 . " W. =30.3 g f MH Al STA. 31 +21 I' RT ( ( x:336 ( I !- I.E. 6" E. =30.2 REMOVE 15XIS77NO MH AND C I REPLACE R17H NEW 5p" MH I - RIM = 30.60 f I \ \\ IE 8"N = 24.30 ( P I ASPHALT S IE 18" E,W = 2330 - avad PARKING �,r ..✓ �_. I 1 1y` j —__. _ —_._ _____. .—_ I{ I Gross Cx'ass AsAh. - C.B. RIM =31.90 Paved f LE =31.15 Aaph.Pove o a i F ONv'EMT to e I i scwoa � I PORTAE�E MH Aj STA. 35 +21 63' LT NEW 54° H RIM = 31. Ok IF 8'-F- =.27.41 �20 FT. ALLEY R.O.W. I IGYBd y it 0 .LINK + — t u ASPHALT PAVING 1 0 $ —`- -- -- 1 s .ASPHALT ° Asph. ( MH 2 STA. 35 +21 O' RT REMOVE EXIS77NG MH AND REPLACE WITH NEW 54" MH RIM = 32.50 IE 8'S= 27.07 d E8'E,W =2716 H }ff Brick { FO,PRLAAiCU IDESEWER Sh*,d 1 1 °� . N lF 1S71N� it It w 1 0.0. Rlly"= 0.19 ? i I . t.E.6' .Ei=26.4 a 0 d a I I I REMOVE EXIS77NG MH6ANDT j - LAµ32*82 -NEW 54 " MH - — I IE � 6'Conc lfaik W11 9v00ggi AY(go Z )o r 20' n - -- - -- I l 0 20 40 sot -329 °m I D 20' a i 1 � 0 � 1 Paved i.SPtiA x � O i( j i P RKING I( scwoa � I PORTAE�E MH Aj STA. 35 +21 63' LT NEW 54° H RIM = 31. Ok IF 8'-F- =.27.41 �20 FT. ALLEY R.O.W. I IGYBd y it 0 .LINK + — t u ASPHALT PAVING 1 0 $ —`- -- -- 1 s .ASPHALT ° Asph. ( MH 2 STA. 35 +21 O' RT REMOVE EXIS77NG MH AND REPLACE WITH NEW 54" MH RIM = 32.50 IE 8'S= 27.07 d E8'E,W =2716 H }ff Brick { FO,PRLAAiCU IDESEWER Sh*,d 1 1 °� . N lF 1S71N� it It w 1 0.0. Rlly"= 0.19 ? i I . t.E.6' .Ei=26.4 a 0 d a I I I REMOVE EXIS77NG MH6ANDT j - LAµ32*82 -NEW 54 " MH - — I IE � 6'Conc lfaik W11 9v00ggi AY(go Z )o r 20' EXPIRES 8/21/97 I IS -262 n l 0 20 40 sot -329 I D 20' 0 j NOTE.' SIDE SEWER SHOWN ON THE PLANS WERE LOCATED NA 7ELE�IDEO. BECAUSE THE LOW POINTS IN THE EXIS77NG I( MAIN LINE WERE UNDER WATER, SOME AC77VE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE f AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE i NEW SEWER MAIN TO THE PROPERTY LINE. a, 7 i � SI s f I 0 0 I EXPIRES 8/21/97 I IS -262 m a W a x mE vE prN 401 O d Q o.. cm Q Q E 3 Q (0 w .. W c 3� a FkL 04 N N Wa W o V 3E z 4 C J to H Z= d UJI W 6 0 W Oy r N >; H d 4c m to mE vE prN 401 O d Q o.. h o Q Q E 3 Q H W �c o' o cE mE vE prN 401 O d 3 O a " z O 0 0 y p /L406 WHiTYVOR'IN iiii f � ^may Grass 17� OAR Asph. 7 S I i 1 kill f \ IIII i C. B. RIW�r31.19 1 'Conc of w 14] 30' t 1 I i I GARAGE I ( I TG $32? II �o j — �pI o E GARAGE I GARAGE GARAGE I�caRAGe i1 ( G.aII 1 i I l 318 i To14 p II To ¢330 To #326 f —JI I -- LE. RiM= 2%.rl REMOVE EXISANG C8 I£. 6° E. =28.5 j H 5 STA. 1 +20 0' RT CHURCH INV�SQrRRALL NEW CB TYPE -1 I,E, a' N, =28,4 O REMOVE fX1S lNG MH AND (FLOWS TOnEAST) E j i.E. 8° S. =2B.3 REPLACE WITH NEW 54" MH RIM = 31.70E < ( IE 8' N = 24.40 I I A 01 LE 18° E,W — 23.90 _ GCa89 F ( Cars. - i i ! I BRICK ! CHURCH po6 Grass' o t 4 -j ° (q;j REPLACE WITH NEW 54" MH RIM = 8300.1 IE 8" E; = 28.00 1 MO EXISTING MH AND PAC WITH NEW 54° MH A = 3360. 8'S =2Z 17 8° EJ�W = 27.27 1 V L1310 WHI WORTH AVE. S. I Grov. Conc. M Asphalt f — Grose 1 GARAGE i(` i SHED _ Il TO '325 GARAGE I N a {- s I TO f?321 ---� Gray. ° j{�� ! rn ice— jd I i i Asph. ( p a I C.S. RIM =3127 ! j LE, 8' N,E @29.3 1! I.E. 8" S.=29.2 Y4 1 1#327 MORRIS AVE, S, LL— I ! F— I- I ❑ F- i ,- -i 1\ � I 1 {,Sit. MORRIS AVE. S. I! i ,.5 STORY HOUSE STOftY 1 STORY OFFICE ! i OFFICE II MH WS STA. 35 +20, 92' RT I $321 III }j315 I; REP ACEEW7TH SIIN6 MH NEW 54" AIR '! RIM = 3330 I 'PLUG ! 8 "W =28.15 +E! SOUTH AOFTER RECONNE077N i I -�� I �� TO MH Jj 11 (SHT 4) 1 NOoI1ob AT°D 10" I I I I Aapir. Paved ( ( 8'Conc. Walk s 1 s ( S. 3RD ST� I pa' ed ( Asphalt r -20' FT ALLEY RO.W, I ( Grovel 0 20 40 1" = 20' NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TELEWDEO. BECAUSE THE LOW POINTS IN THE EXIS77NG MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. ° eo � '�S70NAL Ew S 1 EXPIRES 8/21/97 31+00 32 +00 33 +00 34 +00 35 +00 36 +00 a... .... ... ...... ......................... ...... EX1SANG'CEN7EiLINE. ....... ...................... ............................ .................... ........_............... ____....................... ...__................ ................ a ... 3 0 . REMOVE EXISTING SAN SWR 3.0. 0 'POWER : — ° EY,l3TlNG C$ EXISTING A" STORM � � EXISTING C$ 6" WATER telephone (approx. locations) 396 IF OF 8" ® 0.707 ..... ` `" . ...... S 2` SPQRAI : MH N6 STA. 35 +20 O' RT ...... ............................... .................. ........ .......... .......... ..... ............... .... .............. :.REMOVE'EXIBRAIG MH 'AND... 25 ....... .......... S . . .......... . MH 0 STA. 31 +20 0' RT : REPLACE Wt7M NEW 54° MN 621 ;7 : RIM = 3360 r :REMOVE EXISTING MH AND lE 8' S = 27,.17 20 REPLACE WITH NEW 54" MH i£ 8" E,W = 27.27 ... ...... ... RIM .= 31.70 ..... ...... .............. ............................... .... ........ ............... . ............................... .........:.... :... ....:. ...... ................ .... .. z ...: if 8" N = 24.80 3 90 NG CENTERLINE ....... ........ ...... .... . O :!E 18° E,W = 2 — — EXISA IERL7NE Ln L y — —;— — REMOVE EXISANG SAN SW — — REMOVE EXISTING SAN SWR — — _ . 30 : __ -___ _ _�:�___ __ �__ 30 SCALE 86 LF OF 8' ®;0.85% 88 LF Horiz. 1" = 20' .... ...:.........:.........:.. .....:... _ Vert 1 " MH #7 STA. 35 +20, 90' LT 2 5 REMOV£SEX /SANG MH AND T . REMOVE EXISTING MK AND ........ REPLACE W17H NEW 54" MH ........... ......... ......... ..... ........ . REPLACE W774 NEW 54" MH MH 6 (SEE ABOVE— RIM = 3330 p S N T 3 of 14 RIM — 33.0. : : : lE 8° W = 28.15 fl IE 8" E = 28,00 PLUG SIDESEWER TO 10Z SOUTH AFTER HT4) EC770N TO MH A 11 (BHT 4) . . h o 3 O a " z O 0 0 y p /L406 WHiTYVOR'IN iiii f � ^may Grass 17� OAR Asph. 7 S I i 1 kill f \ IIII i C. B. RIW�r31.19 1 'Conc of w 14] 30' t 1 I i I GARAGE I ( I TG $32? II �o j — �pI o E GARAGE I GARAGE GARAGE I�caRAGe i1 ( G.aII 1 i I l 318 i To14 p II To ¢330 To #326 f —JI I -- LE. RiM= 2%.rl REMOVE EXISANG C8 I£. 6° E. =28.5 j H 5 STA. 1 +20 0' RT CHURCH INV�SQrRRALL NEW CB TYPE -1 I,E, a' N, =28,4 O REMOVE fX1S lNG MH AND (FLOWS TOnEAST) E j i.E. 8° S. =2B.3 REPLACE WITH NEW 54" MH RIM = 31.70E < ( IE 8' N = 24.40 I I A 01 LE 18° E,W — 23.90 _ GCa89 F ( Cars. - i i ! I BRICK ! CHURCH po6 Grass' o t 4 -j ° (q;j REPLACE WITH NEW 54" MH RIM = 8300.1 IE 8" E; = 28.00 1 MO EXISTING MH AND PAC WITH NEW 54° MH A = 3360. 8'S =2Z 17 8° EJ�W = 27.27 1 V L1310 WHI WORTH AVE. S. I Grov. Conc. M Asphalt f — Grose 1 GARAGE i(` i SHED _ Il TO '325 GARAGE I N a {- s I TO f?321 ---� Gray. ° j{�� ! rn ice— jd I i i Asph. ( p a I C.S. RIM =3127 ! j LE, 8' N,E @29.3 1! I.E. 8" S.=29.2 Y4 1 1#327 MORRIS AVE, S, LL— I ! F— I- I ❑ F- i ,- -i 1\ � I 1 {,Sit. MORRIS AVE. S. I! i ,.5 STORY HOUSE STOftY 1 STORY OFFICE ! i OFFICE II MH WS STA. 35 +20, 92' RT I $321 III }j315 I; REP ACEEW7TH SIIN6 MH NEW 54" AIR '! RIM = 3330 I 'PLUG ! 8 "W =28.15 +E! SOUTH AOFTER RECONNE077N i I -�� I �� TO MH Jj 11 (SHT 4) 1 NOoI1ob AT°D 10" I I I I Aapir. Paved ( ( 8'Conc. Walk s 1 s ( S. 3RD ST� I pa' ed ( Asphalt r -20' FT ALLEY RO.W, I ( Grovel 0 20 40 1" = 20' NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TELEWDEO. BECAUSE THE LOW POINTS IN THE EXIS77NG MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. ° eo � '�S70NAL Ew S 1 EXPIRES 8/21/97 31+00 32 +00 33 +00 34 +00 35 +00 36 +00 a... .... ... ...... ......................... ...... EX1SANG'CEN7EiLINE. ....... ...................... ............................ .................... ........_............... ____....................... ...__................ ................ a ... 3 0 . REMOVE EXISTING SAN SWR 3.0. 0 'POWER : — ° EY,l3TlNG C$ EXISTING A" STORM � � EXISTING C$ 6" WATER telephone (approx. locations) 396 IF OF 8" ® 0.707 ..... ` `" . ...... S 2` SPQRAI : MH N6 STA. 35 +20 O' RT ...... ............................... .................. ........ .......... .......... ..... ............... .... .............. :.REMOVE'EXIBRAIG MH 'AND... 25 ....... .......... S . . .......... . MH 0 STA. 31 +20 0' RT : REPLACE Wt7M NEW 54° MN 621 ;7 : RIM = 3360 r :REMOVE EXISTING MH AND lE 8' S = 27,.17 20 REPLACE WITH NEW 54" MH i£ 8" E,W = 27.27 ... ...... ... RIM .= 31.70 ..... ...... .............. ............................... .... ........ ............... . ............................... .........:.... :... ....:. ...... ................ .... .. z ...: if 8" N = 24.80 3 90 NG CENTERLINE ....... ........ ...... .... . O :!E 18° E,W = 2 — — EXISA IERL7NE Ln L y — —;— — REMOVE EXISANG SAN SW — — REMOVE EXISTING SAN SWR — — _ . 30 : __ -___ _ _�:�___ __ �__ 30 SCALE 86 LF OF 8' ®;0.85% 88 LF Horiz. 1" = 20' .... ...:.........:.........:.. .....:... _ Vert 1 " MH #7 STA. 35 +20, 90' LT 2 5 REMOV£SEX /SANG MH AND T . REMOVE EXISTING MK AND ........ REPLACE W17H NEW 54" MH ........... ......... ......... ..... ........ . REPLACE W774 NEW 54" MH MH 6 (SEE ABOVE— RIM = 3330 p S N T 3 of 14 RIM — 33.0. : : : lE 8° W = 28.15 fl IE 8" E = 28,00 PLUG SIDESEWER TO 10Z SOUTH AFTER HT4) EC770N TO MH A 11 (BHT 4) . . OE�r�Ilf� C�/ 0., x g -��ery vr- ,2...�-- �.:�.t•a-= --.° c� �� L 04 Z (�,I W d —_ _� + I i ( t a _..�_._ _ MH f S f27 LT --- ---�� C.B. RIM RE OVE E S77NG HAND ( �' 1 I ECONNECT £XIS77N SIDESE R I I.E. 37,8 RELACE 7H NE 54' MH E I I TO MANHOLE 17 F ( Z. H 4i I PLUG AND ABANDON ((( RIM = 34 0 I I E 29.35 I I I SIDESEWER IN PLAC " ! I j E• =•3 90 90 o 1—W W ZIIZ4! -� LLI SGM,H.� I RI I I I I ! I i_ RlM =s3.as i y ( ( E #322 MORRIS . .. — . _ .. w . . I AVE. 3. I tr"32G MORRIS I S.[ { I I AVE. S. ( E ft14 W ui w O O ( j i _ #31 E ;f 370 MORRIS I ! i f ( b530 MORRIS } 4 MORRIS AVE. S. 3d4 MORRIS t (® I t # AVE S. } j/334 MORRIS Ate, 5. I I /4i23 taC/[ai55 _- A`!E S. E E I j I E 1 1 I 1 STORY I 6E I _ AVE. S. —_ RYE. S. Steps I I I STORE E X340 MORRIS ' 1 I I E u, >- 1 s� °5 j I — I— i AVE. S. E-.-_, w Z m SET CHISELED SQUARE IN CONC Y7.AUH I G K L - - --I` Steps I fff I r'i A7 P.C. OF CURB AT 44 COR. �INT'. 1� j i I I i. E ( II -I MORRIS AVE S. E S 4TH ST s a n ELEV. 3248 s 14 +� Gress O i 20 FT. ALLf R.O.W. Gravel � ' �� '` �" 1- `�° Grass Gravel o P o 1� � In ^- As h, Grass Grass Asp h, I " " °,4RAGE I '3328 !I j GARAGt' I GARAGE �I w --ucT —ucr - v -_ �- _.I -P TO #32 0 tm i "- s3c -- _1... I_ E -7- JL TO 79 LL�� r a 1�1 _ �. - y$ - ucr ---- -- _-"._ - ._ e sr w '-- - % 1 - �.-or I -c�- - --� �.0 `t� �=J __ Glean Out -- E -. - - _ .._ _ _ — POVOf± N _'..j� — - Ev /» — '°__ - �' j O J a y:c O Q o E vC �r 0 , S'W U __'°_' _ _ V `sue ii -. # . _�__ A hall .__�., w 0 aw - — - Gross � - � -=.�:: �,= -� .��_ _. -. i � :.vr.� : =:— .. - ...._ .. - - � < o Grovel -- GARAGE ' GARAGE F I � - Groval � �— - - F= -� =°�� }� I .. 1�-1 W d �y ct I I TO ''/347 11 �? 70 ; 33! GAP,AGE E GARAGE I o I i NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA II - - - - -`- - —I < m �I (E �� - GARAGE TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING 0 I `-'_ -= t=_._- �_._ —=, vz I E TO $329 I 70 #327 �` �y Q o p m E w y L- I I MAIN LINE WERE UNDER WATER, SOME A077VE SIDE SEWERS - #377 1/2 I I Ei _,-,�,^ J MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE C i `'----° II = ( AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE a N o? MH 9 STA. 31 +60 0' RT I t j If SMITIiERS AVE. I NEW SEWER MAIN TO THE PROPERTY LINE. �! i i I 1 REMOVE EXJS77NG CLEANOUT AND : �- I ! I c 1 REPLACE W77H NEW 54'1MH I O { RIM = 33201 j ( I MH AND Grmel ;RE 0 STA. 35 +21 AND E REMOVE EXl O- 8 S lE = 26.50.± ( H N I 1 REPLACE WITH NEW 54" MH 1 - 8N 1£ = 26.60 I :1E 8" S = 28.39 :ABANDON E JS77NG FLUSH I I E7:ESTIPit> tbH STA. 37 +15 . I I ! I IF L CE I 28.49 BOX PER Si I REPLACE SIDESEWER I NDARD DETAIL & RIM = 33:4 I I 1 _. ;NORTH IF EXIS77NG — E8 "E,w 26.3 j I I IE6 "sa26,9 I IE a" lu a_s..s z _ € w& I ( I I I MH 812 STA. 35+21. BO' RT I ( I { I :REMOTE EXISTING MH AND ! 1 SMITHERS (I I RM REPLACE 569 NEW 54' 4 <y lE 8' W = 29.35 I I I I I I ( Is, (:o;to, gORNS N B _ v 1 30' 0 Ot 30• ( I I I 15707 gall sera 4n t�l�n0 I i IL-_ _ I I Ix• I _ h�4. 2 - _ w m= 01, GISTER� °,��� o s= /OVAL EN 31+00 32 +00 33 +00 34 +00 35 +00 EXPIRES 8i2'i9' Q W o LL L EXASPNG CENTE approx, location gas 35 35. x .... ........ ............................... . .............. ..- ... ....T ........ .....,... ... ..... ... ..... ...,.. ......:........_:. _..... ............... .. _.... ...... ....._.. ...._. ...._. .,.._. - - .� .� ...... .......... ... - ^.....,..- p location ten.. _ a PPOM. 9 ep i e \ - REMOVE EXIS7lNG SAN SWR _ approx, 100ation - _.._ -, -_ _.. _ - - _ -..- - _ �_ __ .- -_ 30 °.:.... 30 (.: ... .........:... .... ........ i l 357 LF OF 8" ® 0.509 S 22621:8 MH f0 STA. 35 +21 O' RT REMOVE 25. ` - AND - MH 9 STA. 31+60 0' RT REPLACE WITH NEW 54 zz .... ..... ............. ............. _............... EXISTING MH STA.3f +95...... EX1 77NG C ... ....... ... ............:........ ....____............ ...... ............. _ .. ... ...... ....... ...... .............. RIBA ,_ 33,40 � � REPLACE WITH NEW 54° MH ; _ _ IE - 35.39. � MH f2 STA. 7NG M AN LT !E 8' S = 28.39 REMOVE fX7ST(NG MH AND !E 8" E,A' = 26.30 RIM = 3320.± lE 8- E,W =:28.49 REPLACE Wt774 NEW 54" MH IE 8' S = 26501 EXIS77NG CENTERLINE iE 8" S ::. ?.6.90: RIM = 34.80 W : lE 8" N = 2660 IE S' N - 28.30: t approx. location tax 1 - IE 8° £ = 29.3Q :35 - - - .... ...................... ........ ...... ....... ................ ............ ....................... ..... _ .. .. ... ... .... ..... ..... ... .... .......... ......... ....... ........ ..... ........ SCALE : : ; : : �_ REMOVE EXISTING SAN SW77 i - _ .,, " 4 - - - i - REMOVE EXISTING SAN SWR - H o ri z. 1 " - :20' — - -- Vert. 1" —:5' - - - -- — - - - -- _.- -u — 30 .................. .... ........ :123LF OF 8° ®O.BSz ... ..... .8B LF OF'B °'® 1.09" MN STA. 35 RT q S H T 4 of 14 011 +21 127' INSTALL NEW 54 MH O RIM = 35.691 : MH #10 (SEE ABOVE) JE 8' W := 29.54 I m m w m Cm Z Aye, go F%ft L632M2,916yo N W i® I 1 I I MH 5 STA. 35 +20 90' L -9 W V I REPLACE'Wl7H NEW 54" MH w 00 .L Oct 'O ���YN11 ' _ i I RIM = 36 00 I 1E 8" E 31.96 r J C I ( J W y Z GC j I MH 414 TA iMF,du H p ui I I & I MH NEW 54 "MH I �.' I I.j o {j� ! } o > `{( - \ II Dook I 1 f 3 RIM = 36.80 IE 8" S = 31.00 I IE 8" £W = 31.10 {iJ O E I 1 1 #34Aa11-1 ERS .'.• i _"C f;enss I ppp , I (I 6'Wood Ence. i L s 1 °i `t �' ._....!'- ._y7 -„i I [Op, --_ I ; _ I i '10 "m520+ I TO X52 k'- -- -�c ---a' •-_ I_�x_� g 20 40 .. a d y Z m � ^'. m w { 1 .._.._ e_ AVE. . #3 0 Sd� THER5 VE. . i && I .._. �� ov I d __ Gravel '(.-'- �30 i(2 I {I �SMlTHERS I� #32A IStERS f I -__.� �`_ - Gravel GAR BE II .. 'i ( StiEO II I TO 92 1 L z ( 11 "I >r _%.0� - ._L'.I L1 u�- •� �_- "� �"yS� + O �' d � o ,m � .v ..-, '�"-- N SO 0 4 " L.= 1.._�: ��} w z.....,� ... "stsx___ -' � ..''� _"' e..- =_.� � ..-- o j((Gravel .AsAhclt �` °- cr- - °---a qz�l > MH 13 STA. 31+76 0' RT Asphalt t REMOVE EXIS77NG CO ANDY T° = _" - --a-- - v-_ I C.B. RIM-31.70 _ -' -x^-. Paving 'r- ., --+`. - - - --.. W�--- ° - """yyy `I J=-- --7s�_ I NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TELEVIDED. BECAUSE THE LOW POINTS IN THE EXIS77NG MAIN LINE WERE UNDER WATER, SOME AC77VE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACnVE SIDE SEWERS FROM THE 1 I I REPLACE MTN NEW 54" MH 35201 I LE. 8" N. =30.7 I ' 6" E. =30.4 `I _ \ I .I� N I NEW SEWER MAIN TO THE PROPERTY LINE = .E. { \ ---- -. I I $397 9/2 BURNETT AV= ? �:o !E 8" S = 29.201 - UL 8" S. =30.4 Gross to Asph. i'c !E 8" N= 29.30 i ✓'lam I I vzi d 0 // 1;0.8. I- .- — 1 I 3 fay 1 Rlih -35.30 I _ Z ., .n w f Asphalt { i I I, C.B. RIM-3510 I ABANDON EXISTNG Sf�LLUSH BOX PER STANDARD(DETA /L 7.E. 3" 4.=34.2 a E Asphalt o d a \ E yy I 1 r FT ALLEY 14P, o R. R.O.W. d i MH 6 STA. 35 +20 90" RT � �) •° I _. n321 BURNEIT AVE. 5. a RIM= 3700 I 3 1£ 8 W = 31.96 � ` �i I f S 3R �p17 S. iJ Si [[ I I 7AVE.RS.if z 0r) Q o �lymogg Aye" � � W�R�s� 110 0 23169 2 PFCISTE cWj o. m � x o o ° _SS g /ONA1. ECG. EXPIRES 8/27/97 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 a : EXIS77NG RUNE w w x.... 35 ""_ _ - - - ---- -- -' - _ - 1:approx. ldcotlon).. (approx. locottan) m ..... ... ....... ....... ' .'-.� . ..... ... ....... ........ (approx.: locations) ................. ...... .... .... ........ REMOVE EXlSRNG SA'/J SWR ........... ...... ...... one power telephone _ . - .... ..... ... .... .............. 2` go, . . ...:........... ...... .. ... .... ........ ............... ...... — 3 0 : i E power 340 LF OF R. (� 0.50% ..... ......... ... _ _ _ _ - -- � w .. --- - T ... ............. ....... ......... ...... ..... .... ... ...................... MH ,$74 STA. 35 +20 O' RT :REMOVE EXISTING MH AND ...... S 2-2 � 6 MH 13 STA. 37 +76 0' E f15i',h1G SSM14H TA..9 +t_Q,7f, - - REPLACE W17Tf NEW 54" MH: . RIM:- 35.20 REMOVE ExtsLNG' CLEANOUT AND REPLACE WITH NEW 54" MH : : : : : : : : RIM =36,80 25. IE S' N = 29.40 : RIM = 35,20.1 : - ... ............. .. ._27,20- . ...... ....... !E'8'S = 29.301... ......_............ ............................... .... ........ .. ....... __ _ Jf 8'E,W .�137�4...... .................... ........... IE.8" N = 29.30: EXISTING CENTERLINE N 35 ... . ...:.........:.........:....... ..........:.........:.........:.... .....:...................:..... ..:... .....:. .......:.........:....... SCALE ..........:.. approx.aocation gas .:. ........ ..... \REMOVE EXlS77NG' SAN ' SWR :.... 'REMOVE ..:.. .....:.. .......... ...... ............ HOrIZ. = 2O . ^ -86 EXIS77NG SEWER Vert. 9 " = 5' - LF OF 8" C900 PVC SS 1.09, 88 LF OF 8" ®1.0% ............ ................................... ... ............................... ..... .. ............... MH 15 STA. 35 +20, 9O'LT ........ .... .......... MH y16 STA: 35 +20, .90' RT. . .. ... ..... ............... ........ . .REMOVE EXISTING MN AND REPLACE WITH NEW 54" MH: REMOVE EXS7WG MH AND S H T 5 o f1 4 REPLACE WITH NEW 54° MH RIM = 36.00' MH f14 SEE ABOVE RIM = 37.00 Z B °E =31:96 .1E 8 "W =31.96 J N o° wz �o o 0 0 Q Z Taw H W �a a o mo c E a� N 8 Y (= k� d me I s N i H m) LI o i� i Lu W y w FW s Ws m �W H s =W N O O aC z H a 4 rn y O i ARM kw� \E �N c ® �I c a c m O QJ d� `s i } 1 LS [J n H u> I- i I o° wz �o o 0 0 Z Taw H W �a a o mo c E a� ARM kw� \E �N c ® �I c a c m O QJ d� `s i } 1 LS [J n H u> I- i I � � Z IJ I I o a � me I s m) LI o i� i I� Ir7e li it i! 30' 1 lSD- I a � i �r Z NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED WA = Y g0 TELEWDEO. BECAUSE THE LOW POINTS IN THE EXISTING MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS <� MAY NOT BE SHOWN. THE CAMERA COULD NOT CONTINUE SOUTH OF STATION 2 +38. SIDESEWER INFORMA77ON SOUTH OF THERE IS NOT COMPLETE THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE I V SOMH RIM-25.07 IE 2i "E &W =21.0 HSE.0 637 1st FLR.= 29.0 BSMT - 20.5« O �Q 0 i &ry- _.._°"il INiPT RlM =24.9D � N INLET RIM =25.44 IE 6 "W= 4.6 III HSE.# 642 1st FLR.= 30.6 SSMT.= 22.1 30: 4 © `�'¢y V ! l .1 NVIN =23.8.92--x" 1 \� IE 4 "5E =24.2 IE 8 "E =21.1 a HSE.# 605 1st FLR. 628.2 tat FIR.= 2.M7 NO BSMT. + � BSMT APTfr 633,,f�) HSE. 637 - } _'___ \ 1st FLR.= 27.1 [f_ } NSF_tA 626 YSi: 627 ! 4 i" 1si FLR.= 28.3 (f iut FLR,= 3p.9 I 1st FLR.s 26.6 + HSE.' 675 Jf NO BSMT NO BSMT. ! t75M "(.= 22.4 1 BSMT= 22.6 ( NSE. 6i9 E ( HSF.# 617 ! HSE.¢} 607 'B.M. 619 °3 -!} I ! ( tat FLft.= 26.z ! f FND. TACK N} LEA PER OCCUPANT Sst FLR.= 20,8 ist FIR. =29.3 1st FLR.= 29.3 NO BSMT. fL.� NO BSMT. NO SEMI'. NO BSMT, PLUG AT IN .BACK WALKS. ELE . 27.42 r Q fig c c 1 +00 --- - i I,! O C fM =26.86 11 1 1 8 E- 2445.56 �IL_ J_ 4d 30' " -_T - I - -�--- - 2 0 2 "GAS (t'WV) G -F 0N 01'16'29" 1 4 +001 ( 472.19 bT- iH,419 STih.A'+6 .8' rRT MH 8 STA. 2 +14 8' RT REMOVE EXlS77NG L SH 80X REMOVE EXISTING ' AND AND REPLACE W7T NEW 54' MH HSE.jt 622 REPLACE WITH NEW 54" MH HSE.# 616 RIM = 28.08.1 1st Fl R,= 3!).2 txt FLR.= 29.1 IE 8" N = 22.29 NO BSMT. RIM 28.821.93 ( 24.1 CRAWL SPACE �1E 8 "S =21.98 HSE.# 632 HSE.# 528 HSE. 620 let Fil = 27.6 iif Is i FUR.= 29.8 i 1st FLR.= 28a0� NO BSMT. NO @SMT. ( ( pJa BSMT. III NSLLP 654 { 1st 0 3S 27.8 R-j- 0 Np BSM7. 4ND REPLACE WITH NEW 54" MH PIM = 26.08-* E 8" N = 22.29 HSE.# 612 tat FLR.= 29.0 NO BSMT. i EXISTING GROUND AT C /L. R.O.W. n � I INSE.� 604 ist FLR,- 29.5 NO "S"'T' LRE 1_.7 TA NG R MOVE EXISTING I REPLACE WITH NE RIM = 27.251 TE 8" N = 2!.48.1' IE W i Lf i yl 4 71 D D H LR 600 F MH tst LR= 29.7 NO BSMT. CONFIRM IF SS CONNECTION IS TO S 6TH ST EWER MAIN SE (E. IE IE IE ( 41 'LACE WITH NEW 54' MH REPLACE WITH NEW 54" MH = 26.8-* RIM = 27.25-* 6 "N= 21.93 IEB "N= 21.481 8 "S =21.98 IE8 "S= 21.53-* 0 vs o m I 1 1571 I a i R u � 0 EXPIRES 8/21/97 S226220 . STA. 4 +82.9 70'RT : EXISTING !RH IF RIM = 28.01 �30.. Z............. 25: ......... ................. ............................... .........:.........: .........:.........:.........:. ��..:........ 5.. c N _ REMOVE EXISTING 8" SAN. BAR. REMOVE EXISTING 8" SAN. 50. . INSTALL 147 LF OF 8" C900 PVC SS 0 0.21% - _ - ..:.. 0 ..2 0 ..... ... .... ............ .. ... .. ... .. ... ..:.........;- ....... ........ .. .... ..:........ .. .... .... ....... INSTALL 214 LF OF 8" C9II0 PVC SS 0 b 19% :SCALE Horiz. 1" = 20' Vert. 1 " = 5 0 +00 1 +00 2400 +00 4-00 SHT 6 0 f 14 0 z I � o i� i a � i �r Z NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED WA = Y g0 TELEWDEO. BECAUSE THE LOW POINTS IN THE EXISTING MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS <� MAY NOT BE SHOWN. THE CAMERA COULD NOT CONTINUE SOUTH OF STATION 2 +38. SIDESEWER INFORMA77ON SOUTH OF THERE IS NOT COMPLETE THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE I V SOMH RIM-25.07 IE 2i "E &W =21.0 HSE.0 637 1st FLR.= 29.0 BSMT - 20.5« O �Q 0 i &ry- _.._°"il INiPT RlM =24.9D � N INLET RIM =25.44 IE 6 "W= 4.6 III HSE.# 642 1st FLR.= 30.6 SSMT.= 22.1 30: 4 © `�'¢y V ! l .1 NVIN =23.8.92--x" 1 \� IE 4 "5E =24.2 IE 8 "E =21.1 a HSE.# 605 1st FLR. 628.2 tat FIR.= 2.M7 NO BSMT. + � BSMT APTfr 633,,f�) HSE. 637 - } _'___ \ 1st FLR.= 27.1 [f_ } NSF_tA 626 YSi: 627 ! 4 i" 1si FLR.= 28.3 (f iut FLR,= 3p.9 I 1st FLR.s 26.6 + HSE.' 675 Jf NO BSMT NO BSMT. ! t75M "(.= 22.4 1 BSMT= 22.6 ( NSE. 6i9 E ( HSF.# 617 ! HSE.¢} 607 'B.M. 619 °3 -!} I ! ( tat FLft.= 26.z ! f FND. TACK N} LEA PER OCCUPANT Sst FLR.= 20,8 ist FIR. =29.3 1st FLR.= 29.3 NO BSMT. fL.� NO BSMT. NO SEMI'. NO BSMT, PLUG AT IN .BACK WALKS. ELE . 27.42 r Q fig c c 1 +00 --- - i I,! O C fM =26.86 11 1 1 8 E- 2445.56 �IL_ J_ 4d 30' " -_T - I - -�--- - 2 0 2 "GAS (t'WV) G -F 0N 01'16'29" 1 4 +001 ( 472.19 bT- iH,419 STih.A'+6 .8' rRT MH 8 STA. 2 +14 8' RT REMOVE EXlS77NG L SH 80X REMOVE EXISTING ' AND AND REPLACE W7T NEW 54' MH HSE.jt 622 REPLACE WITH NEW 54" MH HSE.# 616 RIM = 28.08.1 1st Fl R,= 3!).2 txt FLR.= 29.1 IE 8" N = 22.29 NO BSMT. RIM 28.821.93 ( 24.1 CRAWL SPACE �1E 8 "S =21.98 HSE.# 632 HSE.# 528 HSE. 620 let Fil = 27.6 iif Is i FUR.= 29.8 i 1st FLR.= 28a0� NO BSMT. NO @SMT. ( ( pJa BSMT. III NSLLP 654 { 1st 0 3S 27.8 R-j- 0 Np BSM7. 4ND REPLACE WITH NEW 54" MH PIM = 26.08-* E 8" N = 22.29 HSE.# 612 tat FLR.= 29.0 NO BSMT. i EXISTING GROUND AT C /L. R.O.W. n � I INSE.� 604 ist FLR,- 29.5 NO "S"'T' LRE 1_.7 TA NG R MOVE EXISTING I REPLACE WITH NE RIM = 27.251 TE 8" N = 2!.48.1' IE W i Lf i yl 4 71 D D H LR 600 F MH tst LR= 29.7 NO BSMT. CONFIRM IF SS CONNECTION IS TO S 6TH ST EWER MAIN SE (E. IE IE IE ( 41 'LACE WITH NEW 54' MH REPLACE WITH NEW 54" MH = 26.8-* RIM = 27.25-* 6 "N= 21.93 IEB "N= 21.481 8 "S =21.98 IE8 "S= 21.53-* 0 vs o m I 1 1571 I a i R u � 0 EXPIRES 8/21/97 S226220 . STA. 4 +82.9 70'RT : EXISTING !RH IF RIM = 28.01 �30.. Z............. 25: ......... ................. ............................... .........:.........: .........:.........:.........:. ��..:........ 5.. c N _ REMOVE EXISTING 8" SAN. BAR. REMOVE EXISTING 8" SAN. 50. . INSTALL 147 LF OF 8" C900 PVC SS 0 0.21% - _ - ..:.. 0 ..2 0 ..... ... .... ............ .. ... .. ... .. ... ..:.........;- ....... ........ .. .... ..:........ .. .... .... ....... INSTALL 214 LF OF 8" C9II0 PVC SS 0 b 19% :SCALE Horiz. 1" = 20' Vert. 1 " = 5 0 +00 1 +00 2400 +00 4-00 SHT 6 0 f 14 0 z N QD II I I it f iii z g o� I � 11 8 � I W H V OJ s L sue_{ o W � y 5l l sD oc W �`ST . =W C - Nrus n� o 0 x ui w Q �n 1701 °14'5 o -Y 65.22' o ¢ Q LU U U a � S ca D S pay o o w 00 w z �aIri ED _m ° Il G'N O � n1 -24.77 0+001 g � �3 Q °n 0 8 NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA N a Ho TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING £ e 2 MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS S 6� MAY NOT BE SHOWN THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. a ' - 1 c ' E1 IL $01 E I In 1 I fj I HSE.g 623 P { 1 ° n HSE,# 633 I I MSE.n 627 � 1st FLR.= 29.`3 i HSE'# 027 I 1 HSE.#' 613 � C6 RIM 27,53 f a < lsk FLR.= 30.6 - 11 Ist FIR: 30.4 t NO 65MT, 1 1st F'R, 29,fi HSE.g 619 1st fLR.= 32. a { IE 6 "Es2A.9 » - BSMT. =22.1- SSMT,= 21.94 1 i NO SSMT. ist FOR,= 20,7 BSMT= 24.14 tfry q - - 0 O JE WNNW =25.0 NO SSPAT. SASE =24.7 { HSE. 81, �z ° S T_ CHI EL SQ ARE*02' E. OFjN� j } 1 _�' I ' I I 1st 'V= 30.2 HSE.$ 603 0 o = I 0 SE S - f -'- -}� .�J NO BSMT. I ist FlR.= 32.5 i n - ' I I '�� OE RB. EL rF " .58 �° LJ✓ 0 OSMT. 24.04 _ _ ///> - - -'- L_ - n -- _ 405.98 _ Cons i r '�._.__..- - - - , - - - - - o Gate ____O 1t NLET RI�s="2�."§?:` �f� � =--�- . --.� -_ � �' ------- P�- __�_.._.._._._ ® Conc. -�.. _.�.' PI M 27.23 - -�„ SSMH RIM = 27.99 iH; +�--" G °_ G ----- .�______ 0 - .- _._. -.__ G . IE 8" S = 23.2 C G G _f tI +00 `� G fE 8` E = 23.9 - G -- .__.. -�_.._ 0 2 +00 fE W N - 23.2 N 01°15'19" E 3 +00 3 +10.04 ISM RIM„_2 m 466.54' -�` ---P- a - 4 +00 IE b S= 22 p 1__- e_�'- ___IE -8" W122 1YiR.T.._ W _, ,_ W_ t y - W _ - --'SS- conc. °°'°_'_"__i r- .___._... _ �T� O W - j - �', yr ,_�...= ..�. o._�.� "C.L IlgR. 75 so Conc. -- £T R'4daY 5 INLET RIM -25,78 �I� i !E 6 "8`3'55,4= 1'c 6 "5=24.9 CO 22 REMOVE EXIS77NG EXIS77NG MH REPLACE WNH NEW 8" CyO I { 1 ^.� Q g I ( ~- 1 ' I °y jam- RIM = 26.51 S .% ' { I '�, ({ { E REMOVE EXIS77NG CO AND 9 8 tE 8" N = 24.25 ^. REPLACE WITH NEW 54° MH N 13 LLEY R.O. W.._... RIM = 29.21 t (o fl GARAGE IE 8' N = 22741 I a: 1 { ✓ N } I t MH 21 STA 3 +10.04 RE 9,6 SSSI tE 8° S = 22.791 !llEEE REMOVE EXISTING MH AND REPLACE WIN NEW 54' MH C0 _ 1E 6' N = 23.15 z 0 SDMH RIM =27.47 IE e "NNE =23.2 S f I TE 8" S= 23.20 i CB RIM--28,01 °o IE 8" E= 2320 i IE 6 "W =2G.0 t o IE 12"NE=23.2 ) �b 1E 24 "E =27.5i j CS RIM- 26.72 FiSE.{j 639 E B'SW =24.,7 BSPAT.= 25.8 I; 1 i BLDG.# 000 _ L_.___ i CONC. FLR.= 28.9 L V � L I a m m v o 0 '° N c� o e mz- REMOVE £XIS77NG MH AND MH F20 STA 4 +16.75 9.8' RT, 30 �n N 3 I m EXIST SS MH /ONAL ENG o S REPLACE WITH NEW 8" CO RIM = 27.99 REPLACE WITH NEW 54" MH w G Lr-�J 5 6 .54 i ! N 4 IE 8" N = 24.25 IE8 "S =2320 IE 8'N =22741 O I N f a Im n� IE 8 "E - 2320.................._. 8 "S = 22791... to 130' C........... ..... .. ... ....... .. .._................................................_.................. ............................... ..1E ... i� N � O N N N � � I a m m v o MH A21 STA 3 +10.04 9.6' RTC231s9 '° 9 e CO 22 STA 0 +56 8.8' RT REMOVE £XIS77NG MH AND MH F20 STA 4 +16.75 9.8' RT, TSTER e` STA 4+56 10' RT F SS 3 REMOVE EXIS77NG MH AND REPLACE WITH NEW 54" MH REMOVE EXIS77NG CO AND EXIST SS MH /ONAL ENG o S REPLACE WITH NEW 8" CO RIM = 27.99 REPLACE WITH NEW 54" MH RIM =26.51 IE 8° N = 2315 RIM = 29.21 IE S" E= 2.2. 8 IE8 °W =22.45 EXPIRES 8/21/97 IE 8" N = 24.25 IE8 "S =2320 IE 8'N =22741 I a IE 8 "E - 2320.................._. 8 "S = 22791... C........... ..... .. ... ....... .. .._................................................_.................. ............................... ..1E ... ................. .. ..... .................. I EXISTING GROUND Al C /L R.O.W. - -� 6 Z SHT 7 of 14 V 0 G a a w �1 0 a 0 0 a N a2 VA 00 Cfl rn 3: = Q Z �w N a U�cc p °� N r N Z F to W = W ^< Oa <z Z =ym WIM m'�- ce =W z W m< Oy W y CC us ui F m H y_a� Q 3E \E c ® S, E. g O d a2 VA 00 is � P., H 3: = Q Z �w a U�cc p c E a � 3E \E c ® S, E. g O d w U a °m ( c GLF--2j - - -- c� 0 II•u 7 S v th f m 1 r- Q ww crm Ii LAP I I 0 I I ui � ii• s z Z � $ NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA N' TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING 2 MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS ¢ <� MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM m THE NEW SEWER MAIN TO 771E PROPERTY LINE R � I (I� Vc"4N y roes eq 0 0 M 0 M � I w O `r z HSE 3n'N. »s Ef QF N.E. COR. Li FL Conc. I tic, �/ GARAGE _ tl i MH #'23 STA 2 +77.6 O' RT REMOVE EX(S77NG CO AND t REPLACE .*NTH NEW 54" MH i� RIM = 28.40.* II 3 1E 8" W = 23.99 k -� GkftAf,E 1 +00 S88-4050"E 230.95' Lawn REMOVE EXISTING MH AND 1 REPLACE W7774 NEW 54" MH RIM = 27.99 IE8 "N =23.15 La IE 8" S = 23.20 vin IE 8" E = 2320 n__.__ _ 0 j 618 3s {t. . n f7.R =30.1 � NO RSM "!. 0 I--- -, Lawn i HSE.# 617 1N{ FLR,= 33.2 6SIAT,= 24.7. SET TACK IN LEAD PLUG 0.1 E. OF RK. OF CONC. WALK ! f a Lawn �T� 'Ia{ FLR.= 32.4 .O 3SMT. =26.4(PER OWFIER) O �k'JSE #501 F I iD$.3 N. X 73' a1. H%, 601 / ! / 1/ 611 N.E WFL I 9st FLR.= 34.3 � 2. 32.1 RSNL= 25.89 0 , /l i(PER OWNE. 0 2 +00 V 2 J lJ1J i, 4j WP1 i c Larva �� / t 0 / Lawn 7 / a� , j 7g j21. 3'' � / V J t f v Y C c °/ IN REMOVE EXISTING MH AND REPLACE WITH NEW 54" MH REPLACE WIN NEW 54" MH R!M = 28.40.* RIM = 27.99 IE 8" W = 23.99 EXPIRES 8/21 /97 IE 8" N = 23.75 I£ 8" S = 23.20 dC 1 E 8" E = 23.20 ................................................................................................................................................................................................................................................ ............................... i 0 20 40 20' EXISTING GROUND AT: C/L R.O.W. _ dm1 . EXISTING 3 "SEWER UNE I 0 +00 ......... _ .. 1-4 00 2 +00 ............. SHT 8 of 14 a- �a 3 p w U a °m ( c GLF--2j - - -- c� 0 II•u 7 S v th f m 1 r- Q ww crm Ii LAP I I 0 I I ui � ii• s z Z � $ NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA N' TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING 2 MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS ¢ <� MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM m THE NEW SEWER MAIN TO 771E PROPERTY LINE R � I (I� Vc"4N y roes eq 0 0 M 0 M � I w O `r z HSE 3n'N. »s Ef QF N.E. COR. Li FL Conc. I tic, �/ GARAGE _ tl i MH #'23 STA 2 +77.6 O' RT REMOVE EX(S77NG CO AND t REPLACE .*NTH NEW 54" MH i� RIM = 28.40.* II 3 1E 8" W = 23.99 k -� GkftAf,E 1 +00 S88-4050"E 230.95' Lawn REMOVE EXISTING MH AND 1 REPLACE W7774 NEW 54" MH RIM = 27.99 IE8 "N =23.15 La IE 8" S = 23.20 vin IE 8" E = 2320 n__.__ _ 0 j 618 3s {t. . n f7.R =30.1 � NO RSM "!. 0 I--- -, Lawn i HSE.# 617 1N{ FLR,= 33.2 6SIAT,= 24.7. SET TACK IN LEAD PLUG 0.1 E. OF RK. OF CONC. WALK ! f a Lawn �T� 'Ia{ FLR.= 32.4 .O 3SMT. =26.4(PER OWFIER) O �k'JSE #501 F I iD$.3 N. X 73' a1. H%, 601 / ! / 1/ 611 N.E WFL I 9st FLR.= 34.3 � 2. 32.1 RSNL= 25.89 0 , /l i(PER OWNE. 0 2 +00 V 2 J lJ1J i, 4j WP1 i c Larva �� / t 0 / Lawn 7 / a� , j 7g j21. 3'' � / V J t f v Y C c °/ IN REMOVE EXISTING MH AND REPLACE WITH NEW 54" MH REPLACE WIN NEW 54" MH R!M = 28.40.* RIM = 27.99 IE 8" W = 23.99 EXPIRES 8/21 /97 IE 8" N = 23.75 I£ 8" S = 23.20 dC 1 E 8" E = 23.20 ................................................................................................................................................................................................................................................ ............................... i 0 20 40 20' EXISTING GROUND AT: C/L R.O.W. _ dm1 . EXISTING 3 "SEWER UNE I 0 +00 ......... _ .. 1-4 00 2 +00 ............. SHT 8 of 14 a- U z 0 r a N A I d 0 d K N MEET ALL REQUIREMENTS AS ADOPTED BY THE CITY ¢ o o s N OF RENTON. THE CITYS PROJECT MANAGER WILL AQUIRE N w Z ANY PLUMBING PERMITS REQUIRED BY THE CITY. THE g CONTRACTOR SHALL COORDINATE INSTALLA7 XPI ON OF THE ERES 8/21/97 3 WATER LINE AND SUPPLY THE CITY MTN ANY INFORMATION N REQUIRED FOR PERMITTING. •C� W Lu a rr W v a pW C zcc MH 24 STA.22+29 2.5 LT CC C W NEW 54 MH REMOVE EXISTING SSMtd SCA.22A- 80.48, 3.9 LT STA, 24 +69 2.5 LT EXIStiNG SSkfiH STA,24+68.88. 3.9 LT MH '25 M#20 +27 2.5 LT (-RIM = 2= 26.00 8"S IE = HIM = 26.82 NEW 54 MH RIM 25.801 F3 3 CV's y >- w � a 0 8 "N JE = 21.03 8 "S IF = 20.24 I 8"S IE = 22.60 AND CONNECT NEW 8" 12 "E IE = 18.20 'a w V! 0 w1 oz O 3a U¢ z aw V E d � c �o �v -,E OIN C 4S, C O C O � a Lj QW s o z o S y tie u ¢ n Iw N I� m try G' N ws N n• m N O 30' I ►----- - - -_- - _ -_ - -- _- !� a I . — — _ — ._ — — _ ASPHALI A ASPHALT I N I MH 25 STA. 20+ 7 2.5 LT _ - -� MH 4 STA. 22 +29 25 L)I i III C FW.- 609 I NEW 54 MH NEW 54 MH I IE 6 C.N£ RIM = 25004 I RIM = 25.804 8'N !E = 21.03 8 N lE = 20.74 f` 24 +6t 25 LT RECONNECT EXIS77NO SEVER _ 8 S (E — 20.24 r 8 S fE = 79.20 IBM SOUTH ?,SE jj CORE DRILL EXISTING MH //HS 639 �' HSE 635 I� MSE 627 HSE " "G6 _ { , AND CONNECT NEW 8` ff #+' -I—r -( 7 I ! " " HSE r 623 rfSE p'.' S1 �'" HSE 6,5 III 1S't F 2 95 SANITARY SEWER TO MH /i HSE gi' 537 HSE Jv 633 I f f l![�� I Io I �' HAS' CR� SPACE W/1H KOR —N —SEAL BOOT HSE "009 " 607 I III " HSE ea5 HsE.� 603 HSE 4(` REMOVE EXISTING SIDIALK � I � } —a 1! +�'•``��'� 1.5 FT. EAST OF R.0.W CENTERLINE O -------------- _____ I 1 S.D. M.H. _ RIM =25.11 0 �r�w^J M.H. RItA =26.0 LE. 6" 5. =22.8 t � LE, 6" S. =22.8 INSTALL 2"P POLYETHYLENE 435 N. /S:= 22.6 I.E. try" E./W,=21 ,8 HSE $ 636 I OF NEW 2" POLYETHYLENE W R' I 7 I ( i SERVICE 75' EAST OF CEN RL( A I O L_ NOTE., SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXIS77NG MAIN LINE WERE UNDER WATER, SOME AC77VE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL A077VE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. CONTRACTOR SHALL COORDINATE INSTALLATION OF THE 2" POLYETHYLENE WATER LINE TO ENSURE MINIMUM DISRUP77ON OF WATER SERVICE TO THE CUSTOMERS THE EXISTING WATER SERVICE 15 OLD AND MAY BE DAMAGED DURING CONSTRUCTION. THE WATER SERVICE LINE AND INSTALLATI0N SHALL RECONNE T ALL EXISTING - DE (� Y'; SERNCESf -`-- >�� —._ 4._. ; { - r SHED HSE #j 626 i 26 HSE #f 624 ++....�✓✓ l MSc .. # 6 HSE 622 HSE 6,6 HSE fit 614 + I I I 3 UNIT APTMNTS. i �! - - - -- ---------------L-------- =24.53 8 _-__- __________ _ -17-9-7— Y2'E IS 1 &26 _ o EXISTING SS MH RIM = ^E &82 ------------ E &82 a I2 "kl IE = ,20 ��� = __._ S'S iE = 18,18 i I HSE #j 606 HS£ $ 606 HS €_ # 604 HSE.# 602 IST FLR -28.46 HAS CRA& SPACE 19 ASPHALT Ui Yd i� i 104 +001 I j zE �I C] I Q n ( I 00 n I� I a c u ?ua 0 z MEET ALL REQUIREMENTS AS ADOPTED BY THE CITY ¢ o o s OF RENTON. THE CITYS PROJECT MANAGER WILL AQUIRE ANY PLUMBING PERMITS REQUIRED BY THE CITY. THE CONTRACTOR SHALL COORDINATE INSTALLA7 XPI ON OF THE ERES 8/21/97 3 WATER LINE AND SUPPLY THE CITY MTN ANY INFORMATION REQUIRED FOR PERMITTING. rr a a a MH 24 STA.22+29 2.5 LT NEW 54 MH REMOVE EXISTING SSMtd SCA.22A- 80.48, 3.9 LT STA, 24 +69 2.5 LT EXIStiNG SSkfiH STA,24+68.88. 3.9 LT MH '25 M#20 +27 2.5 LT (-RIM = 2= 26.00 8"S IE = HIM = 26.82 NEW 54 MH RIM 25.801 w � 1 i L EXIS77NG RIM = 25001 8%V JE = 2014 6`N IE = 22.60 CORE DRILL EXIS'RNG MH 12 "W AE = 17.97 0 8 "N JE = 21.03 8 "S IF = 20.24 I 8"S IE = 22.60 AND CONNECT NEW 8" 12 "E IE = 18.20 RECONNECT EXIS77NG SEWER SANITARY SEWER TO MH 8 "S IE = 18.18 FROM SOUTH WITH KOR -N -SEAL BOOT 0 z N I N w .. N 0 20 40 c + rBM 3 E I_EV =.4o.1 a' CI 1" 20' z W TOP CON- CN SSMH RIM= =41.10 UA WITH LEAD 8c TAGK lP!V 2 + "Rt, 1$ "NE 8 »N =32.97 LN CO) N MOiJ !N CASE 1 Z 00 I SIGN ON 1' BLDG #435 J ( CONC BASE CB RIM-40.39 BLOCK 1 Z Lu _ INV 6" RCP E =38.84 f 1:3 , 14 ( BOT =39.0 15 BLDG #435 16 W CC � f- If> BLDG #919 CV1 xCC L P`�.,, -s - 12 i 1 SS"1H RiM 1' 7 W ~ tv = FF =42.0? n S 6 "' 11 1/! �/J / / /1 / / / / //f N I ASPHALT' i =42.5. INV 8 N &5= .35.9$ CB INV RIM = 41.45_ 6" RCP =4 "RCP N N y %' y WV Hill" i 6" 6' G4�._- Xcc iI >�— _ -- =��1 CWT i NV/ 1 / BOT f 6 E ,0 E =40.0 -40.5 CC W - -- ELEV 39.39 % j 6Y, 6;` 6' l 6„ 6> GVFI ASPHALT F- Z W �o _ S 14 "W I i �DMN RE \6- -41.05 i - �. -� ? 1-- o/ (- a Z _---- i _ _ ? - — I 14»y� _- �i "= I +/dgLK W y a INV 8» RCP? E =35 - -- o. -i h NV 12 "RCP? W -34.9 i 10" - - I CON�C = W _ a z a - INV 12 "RCP. N=34.7 -- e - -- - 1-+ OR I I -j- - I I -_ I - (n DIRT BOT =35.1 - 9 +50 - - -- �9 +00 I - . 12 + +00 LLJ o cA. r., 1. ao F - - -12 °D -� s (l? n o N -d _ _ _ _ -� I 12 +00 I -!- - F i I' 1 D __ 1 4 -T I _ J 1 14, O W z W _T.._ ABA �? -- I a i _- _.... a 0 _ o - - 6„ D — _ — GONG - , 1 -t -- --f— + I-+Z 3 Q �� -- i - GP — — w \a Q GP �} to - -® _ - - - % CONCRETE -- WALL -- - - - - -� ° a a € 3 ° E 3RA" GRATE / 'JE r iN REll41 J CB RIM =40.68 % , , J SDMn dltvi =41.40 \ TMH #30 STA. 13 +25 5' L T, (n �N MH #29 STA, 10 +10,26 5' L T. s 6 1 IN! 6'RCP S =39.56 PO'T'Eft �z "RCP --- _..- -- . - - - -- NV 12 "'RCP NHS =36.5 CB RIM=-41 s 'RCP INSTALL NEW 54° MH RIM = 42,24 W Z REMOVE EXISTING MH AND NV 6 E -38.7 SILT BOT =35,8 NV 6 Nr =39.38 o REPLACE WITH NEW 54' MH SWITCH 1d R 6 'RCC` W =38.08 REMOVE SILT BOr =3$.0 IE 8° SOUTH = 35,79 _ a ; RIM = 41,1 \ BOT =36,9 EX. S.S.M.H. IE 8' NORTH = 35.89 IE 24' WEST = 32,97 U $ IE 8' NORTH = 34,30 (MATCH CROWN OF EX. 24') SSMH SUMP - ~ mA Q � IE 18' NE = 32, 97 - RIhA =48.ii - -._ ____ BLOCK < o INV 18" NE & SW 37.4 NOTES: 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE z OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE 3 §j SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN ago ARE BY "Y' CONNECTIONS AND THUS DO NOT GUARANTEE a a STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING. �. HO�� THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL { �F WAS SB SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS v SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY tie z LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT MH #29 STA, 10 +10,26 5' LT, REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE REMOVE EXISTING MH AND MH #30 STA, 13 +25 5' LT, ° pEGIs � IT ABUTS THE WSDOT CONCRETE RETAINING WALL. REPLACE WITH NEW 54' MH INSTALL NEW 54' MH fs aanEG� s' z � 2. 435 MAIN AVENUE SOUTH CITY RECORDS ( IE 24 4WEST = 32.97 IE 8 SOUTH = 35,79 EXPIRES 8/21/97 s s SHOW A SIDE SEWER TO THIS BUILDING IE 8' NORTH = 34.30 (MATCH CROWN OF EX, 24') IE 8' NORTH = 35,89 FROM S. 5TH ST. ADDITIONAL SIDE SEWER(S) IE 18' NE = 32,97 MAY OCCUR ALONG MAIN AVE. S.) CL a.............. ...... ............ . ........ . ....................... U!!Y OZ C� !? } .... ......... ........ .........:._.......:.... 45.. ....� �. EXISTING GRNUND AT CENTERLINE �I ........ x o :. ...... .45... :.... .... I ¢ 40..: .. ...L� ....... . .... n {'I . 4 0.. . CL REMOVE EXISTING SANITARY SEWER I - - - - ---- - ........................ 35.... .... - __` - - - - -- - - 3 5 z _�. � _�3fi- L- F- -- OF -B." S;S- L�+' - - �- EXIST, 8" :S.S, .................... .......................... 30..:.. �RMCIVE: rXISTIN6:..... 30.. .........:..... EXISTING SS MANHOLE SCALE SANITARY SEWER :MN _ S22-622-4- Horiz. 1" = 20' Vert. 1:" = 5' .................................................. ............................... ...... ............................ 10+00 ............................... .................................:.........:.........:.........:.........:.........:.........:.........:.... 11 +00 12 +00 13 +00 14+00 .....:.........:.........:..... SH T 10 of 1 4 0 CNOTES: N o 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE N z a € OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN ARE BY "Y' CONNECTIONS AND THUS DO NOT GUARANTEE N STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING. 0 20 40 ' THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL o SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS 1" = 20" SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY z r LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT uj NJ H ca REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE IT ABUTS THE WSDOT CONCRETE RETAINING WALL. SDMH RIM =43.43 - - -- -23 INV NV 12 RCP W-39,23 V Z Q � INV S" SE =.39.0 "RCP CB SOLID LID 1x1 ��� � CB SOLID LID 1'x1' J Oa G O INV 12 NE =38.3 TBM -�L ELEV= 42.73' INV 12 "RCP N =38.2 RIM =43,85 CB RIM =43.44 RIM =44.51 INV 4" W =43.93 F-W + In, TOP 's 2' IRON - INV 2"ST W =43.50 PIPE INV 12 "RCP 5 =37.5 °' INV 4" NW =42.09 CB SOLID LID INV 4" E =43.31 W ' INV 4 NE =42.9 WITH i Pl_i1G IN MON CASE DIRT BOT =36.9 BOT =42.3 _ INV 4" S4/ -42.09 "RCP RIM =44.22 INV W -43.8 BOT =42.61 Icy I C3 RIIvi 42.£3 INV 6 E =41.36 NV 4" E =43.17 CB Rlif -44.02 S3 y 20 f I } - -. /'INV 6 "RCP ENE =41.63 DIRT BOT =39.5 BOT =42.6 F1 H W =y x H 18 1 ; Ct3 ftEM =4 -2.66 N i / D,RT BOT =40.8 ( E ( i CB SOLID LID 1'x1' CB SOLID LfD 1'x1' INV 6 RCP =42.1 T INV 4 "RCP NW =42.17 N� j BLDG #903 � DEBRIS FILLED %� � � i 6" 8 `REM =43.88 RIM =44.20 DIRT BOT =40.5 p� p y O FF =40.93 % F� ; CP CB RIM = 42.8'7 - -� °RCP /INV W =43.25 Q INV 10 INV W =43.8 4" E =43.15 CB SOLID LID 1'x1' Q W /f / / /r`y/ �p�/r/�� 4WUT i INV 6' SW =41.4 V i / INV LI "RCP NV 5E -42.74 BOT =42.2 BOT =42.4 RIM =44.25 ~ z ASPHALT ELEb -40.9 i . 6 E =40.4 f , I BLDG 323 1/2 BLDG INV 4' W =43.61 N z Q N� < / / / / /f /////1 W �� 8„ 8" W =o REMOVE v EX. S.S.M.H. , DIRT B�T -TL.4 ASPHAL:f + V i UT % % s s IV �R ELEV 4i. \ BL G ASPHALT XCC 319 XCC REM S INV 4" E =42.97 EX. S. H. 80T =42.9 Z `� W /UG 1V Ud - '1 -7 -T T -`�` -'Y�� P--- -- X331 t, X329 / b ECOLOGY 1 1 12 � W EMENTED I ICE'V =42.7 �VLT Z D 0 / " BLOCKS / BLDG 31710 W W I - f 4„ 10" I VV _ I WV NUT -�.. �_� . - � III _OVV ( _ N _ J - - _ / i �® I - i / Z (n a (1) - j _ _ I {� ELEV =42.27 Y NO 1 __ -`A- 8'° W - t 1- ° CASE " N I I f I .._ I _ 00 m I W w o m O 6 o -- ° W OO -20 Er� 3a } 00 ______ ; - 1 15 +00 - _ / 15 +6� SVVV _t .f 16 +00 WMI; Ri I I { Z aw d _ -° "- IJSi�F 1FR � 4 - -.- �- E 40. s -43.07 17H OO ASPHALT^ +y°} 7 TOFI 1 E&Yv -37.7 I I 1 �� O (..I H GLI as l 6" eV ABAN t T- ,-` I;PvV 8"- = 7 V1° _� 2 t - �_I 12 "D - I �� I -- -8" D -� ? 18 00 I ^ w �SSMFI R €M =44.39 19 + G Q I --- �_�r�._ COVER -d I- _�� - BAN 6' W - t_ - - -24' t -- -6 I - --� 8" D_ NV 8'° N &5 =38.7 - �� I W E,. - - lLlw E m6 -- - Q `CB RIM = 42.94 COVERED �I __--- - <Q 401 - w -_ ®1 ®- ®e ( to SIGN i� _o ° _z -I . I z a 8� x --- - ASPHALT W _ ( N r,SF'HA,_[ n �� - CITY RE40RDS SHOW A 6" S ORM XCW� Z C) 8" STL PIPE �� __ + _ _ -` SEWER AT THE N BLDG Q FUTIJRE CB a CORNER F AT 330 MAI ! .t z CB RiM= . Cz9 i CB RIM =43.24 co I �- -- INV 6 "PVC W =41.3 ":S,CP kRIGINATING SEWER IS CONNECT D TO X. o p BLDG 330 z I INV 12 E -38.79 # SOT =39.7 "RCP SEWER LI IN, CAP EX. PIPE & CONNE T F--- o INV 12 =38.69 I TCH BASIN W/ 18 L 6" Sit..T 3OT =38." B RCP S8426 "C j� p BOT= 40.4 CB RIM =43.7 \__/ INV 6 "PVC E =40.03 S.DE® 2 RIM =43.61 SDMH RIM =44.37 �� ff{ z 'RCP Z j ("9--,) MH #31 STA. 16 +SO 5' L T. INV 6 W =40.0 INV CR4 P W =42.6 INV 8'NE =41.2 'N INV ="RCP N &5 =39.8 BOi° =40.6 INV 8 &S =40.9 _ CP WI INSTALL NEW 54' MH BOT =39.7 C8 RIM =43.91 a z= " CONTROL RIM = 43.43 CABINET i.5' HIGH CON IE 8' SOUTH = 37,43 OIL /WATER SEPARATOR CB RlPv9= 44.25 INV 8 "RCP N =40.80 _ INV 6 'CMP E -42.7 "RCP INV 8 SW =41.76 _WMH RiM =43.31 WALL W/ FENCE IE 8' NORTH = 37,53 TOP 12 N &S =38.1 NW RIM =44.00 "RCP INV 8 "RCP S =40.8 BOT =39.9 HoRN 5 WAS s INV 6 W =42.35 DIRT BOT =40.9 -� 04 y B NE RIM =44.05 CB RiM =44.25 _� a� TOP 4 "TRAP E =43.0 �" TOP CLAY TRAP SW =43.80 y z C; ^`vI� INV E =42.3 BOT =4.0+ INV 6" SW =43.18 BG(': =4G.8 `''fCISTERN �:J ,� b EXPIRES 8/21/97 � '. n a MH #31 STA, 16 +50 LT, r N z w ° _51: INSTALL NEW: 54' MH T u�> : c¢1 Q¢ e °z °�:z........:.. = 3.4�: oW:-J aim of ° .:.. . z. ZE'8" SOUTH 3743 xc x� ¢�¢� ¢ ¢�yl: IE 8' NOR 3753 ¢ u JU R U. U U.OK x X W r. EXISTING GROUN a C3 L W.a O�� �WI� WiW IZ -j IW I' W 1.- yI <. Q- 3 ¢ D V ¢ V: CL 45 ..:.........:....... .:..... AT CENTERLINE... ... lca .... .. 3x X.I 0 a� �! ...... C7Q/ L sr ..... ...:... I '. ..:.45 ..:... 1. 'D N Q ¢ n. WQ_ d I ,I Cl 1 Z .40 ..:...................:..... .... ... I .. .. ..... ... .. _ _ SEWER ........ EXISTING SANITARY, SE _v_ Ll 0 ... .... REMOVE EXISTING SANITARY SEWER l _ _ __ - - - -- __ ..:__- _.. __ ___...____ -- - -- - .--- 4iR�MOVE - _ _ - - - - - - -- - _ - - - - -- - - - - -- - > w -- 342 OF 8 S @ 0,487 35..:... 321 LF OF 8'. S.S, @ 0,48% ........... _ REMOVE EXISTING S=226225 5 SANITARY SEWER MH SCALE 30..:... Horiz. 1":= 20' .:..... SANITARY SEWER MH 14 +00 15+00 16 +00. Vert.. 1., _..5 17 ±00 18 ±00 1.g +00......:.30...... .... SHT 11 of 14 0 c . s- oac' a -�Z5 z 0 y a w a 0 a N Co N N z z a� N rainM mi 0 O zco a F" Lu Cc Q O0 z -� O Zcc � tu W �- =W F N Nc 4c Z Z > Q � N Z a SIDE SEWER REPLACEMENT N STA. 20 +76 LT. INSTALL SURFACE CLEANOUT NOTES: AT CURB LINE 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN MH #32 STA. 19 +96 5' LT, MH #33 STA. 20 +76 5' LT. ARE BY "Y' CONNECTIONS AND THUS DO NOT GUARENTEE INSTALL NEW 54' MH STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING. RIM = 44.90 -+ REMOVE EXISTING MH AND THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL IE 8' SOUTH = 39.17 REPLACE WITH NEW 54' MH LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS RIM = 4524 SEWER AND REPLACE THEM FROM THE MAIN TO THE IE 8' SOUTH = 39.54 PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE. CB SOLID LSD 1'x1' IE 8" WEST = 39.54 RIM =44 -, 56 INV W =44.02 INV E =43.55 BOT =42.8 �\ _ Bh DG ,,1#'315 a° � o wz °� 00 LE H 3< Z �w V 04 3 a a m c E £ a� 'E ROW �E 6N o� a� i z O a& A s 8o S x v III V) 0 + 0 00 g° D . 'E ROW �E 6N o� a� i z O a& A s 8o S x v III V) 0 + 0 00 g° D . s 8o S x v III V) 0 + 0 00 g° D . CONC LLJ z S ASPHALT C) I- SDMH RIM =45.50 _ ,NV RCP SE =4239 INV 8 "RCP SW =42.75 INV 12 7RCP N =42.25 MH #28 STA. 21 +40 6' LT, INV 12" RCP E =42.15 BOT =41.1 REMOVE EXISTING MH AND REPLACE WITH NEW 54' MH RIM = 45,24 1 1 1 i o i IE 8' NORTH = 39.67 NAIL ELEV=44.. P, TBM 1A ELEV =' CHISELED SQUAR FLOCK 1 + i TOP BACK CURB N 1i 3 RIM =44.57 / '.V 9 "-I:l -. =43.5 i n i 1 11 ('.R QM4=44 #i' STA, 22 +53 2' RT, INSTALL NEW TYPE 2 (54 °) CATCH BASIN OVER EXISTING STORM MAIN (3,41± DEEP) INSTALL APPR17X 30 LF OF NEW 12' CPEP (WITH WATER TIGHT GASKETS) AT 027 INSTALL NEW TYPE 1 CATCH BASIN 12 AT PROPERTY LINE '14 r+n i in QT iru BOT =43.7 I FDjIR 'RC P E=4296- INV 8"RCP _ =42.6 INV 3" W =44, S° 1 INV W DIRT BOT = =4 _.1 NV 3" E =44 t INV �° W -44 CVd ( HR BOT BOT =43.? ~` BOT 343 4 44 #928 B G #233 E3LDG 1}919 RIM =45.24 & 235 13 LDG ;225 / BOT =41.5 / GR VE BLDG #231 1/2 1,(n& 229 ^� _1w HH- W .i _ 20 +00 7+ -- -- -�1» 6 W_ EV= 1.50 HH V, NUT ICV �� ICV KCC I!I { E 1 ° ;; ^`� 3&6 'D BLDG X100 / / /BLDG X232�� GRND % G 0,,i BLDG #230 40 k� �%� i 61 (vim N O DRAIN 1'x1' DRAIN i'x1' DRAIN 1'x1 ° '30 • f � ^/ ��7 �;�� / 10 RIM =45.35 RIM =45.22 RIM =45.24 CB RIM =43.98 14 l� N iz NV 3" E =44.90 INV S WLcE =44.5 INV 3" E =44.59 C� INV 4' STL E =42.7 \ o i �V2MH 4 =45.69 i INV 3°' W =44.8 BOT =43.7 INV S W =44.57 INV 6 "STL W =42.50 L X10 ! TOP LG IPE =37.04 BOT =43.9 N 1 ?8100 OT =43.6 BOT =40.4 i fj �) BOT =31. CB RIM =44.78 E 1341500' CB RIM= 4.77 INV 3"PVC N4j1= CB RIM =44,40 �4.2 g NV 3 PVC S =44.2 INV 6 "RCP E =43.53 INV 6 "RCP S`d�t =42.74 / r,v NV 6 'RCP E =43.5 INV 6 "RCP W =43.5 BOT =41.4 j C h / INV 6" RCP 43.4. BOT =40.0 J „ 30T =41.9 DRAIN 1'x1' MH #32 STA. 19 +96 5' LT, INSTALL NEW 54' MH RIM = 44,90± IE Z8' SL(ITH = 39.17 C 0 N V U MH #33 STA. 20 +76 5' LT REMOVE EXISTING MH AND REPLACE WITH NEW 54' Mh RIM = 45.24 IE 8' SOUTH = 3954 MH #28 STA, 21 +40 6' LT. 0 a iy) Z \-- FILLER CAP 0 ABAN? Q BLDG #226 aRAIN R1M =45.07 INV 3" W =44.5 INV 3" E =44.4 BOT =43.5 C7 ti REMOVE EXISTING MH AND qP�T Re --7-° REPLACE WITH NEW 54 MH oil ° RIM = 4524 FSSiovn EN° zIE 8° NORTH = 39.67 z °Iz '-+ W `I di ° [ EXPIRES 8/21/97 IE 6' WEST = 39.54 z z ¢ 4 F (i i a ? w ' ° H vIR oiRIQ U w I¢ ° IW ° I H F-- U 'S. ¢ 02. ... .... .. .. .... '' .... .... ........ ..... ... 0. ....... . d ...........--50---- . ... �.tA.... W ........,Q o-'.... ...... ...n . C°7 ....I ....... .X : :.� .E3 .XI0 ........ ......... ...................... c, w a w I� EXISTING GROUND cL a U F a i� X° X¢ CENT IN a-', a 4 a' a IL x w l oleo l <clr ¢ 5 ! 1_ AT .. 4 m y I 0 - °- - - - -M - -- -- __- _L- ____ _ -- -_ _ _ 0. AO. _, EXI_STING SANI RY SEWER _. 0L OOPV S @ - - APPROX. TOP CRPL #F 4: PVC :&S, 0.40% EXIST, B° S,S. - -- 660 PS SWD EXISTING: "P;PE.. LIhK" EL, X77 ..:..... PE Z o . .. 35 35-: . . . . . . . . . sTAI N _ c STEYEL BAND INSIDE EXISTING 3 SEWER INSTALL 80:LF 5' HDPE .... . N 5' HDPE TO BE SDR 32,5 (5563 INCH O.DJ S= 226226: INSIDE EXISTING 8° CONCRETE; .. D.6'..WITH A'PF.LX T CRPL #;2 ... ..... ............. . . PRESSURE FILL AROUN HIGH STRENGTH GROUT (MIN 3000 PSI) - - SCALE MAKE CONNECTION TO NEW MANHOLES C' 2 SWD PIPE Horiz. 1" = ;20' " 'g WITH STANDARD MANHOLE ADAPTORS " OR AS OTHERWISE APPROVED BY ' .............. . ........ 23+00 Vert 1 " 5 ....ENGINEER 20+00 21 +00 22 +00 SHT 12 of 14- 19 +00 oI SDMH RIM =45.50 _ ,NV RCP SE =4239 INV 8 "RCP SW =42.75 INV 12 7RCP N =42.25 MH #28 STA. 21 +40 6' LT, INV 12" RCP E =42.15 BOT =41.1 REMOVE EXISTING MH AND REPLACE WITH NEW 54' MH RIM = 45,24 1 1 1 i o i IE 8' NORTH = 39.67 NAIL ELEV=44.. P, TBM 1A ELEV =' CHISELED SQUAR FLOCK 1 + i TOP BACK CURB N 1i 3 RIM =44.57 / '.V 9 "-I:l -. =43.5 i n i 1 11 ('.R QM4=44 #i' STA, 22 +53 2' RT, INSTALL NEW TYPE 2 (54 °) CATCH BASIN OVER EXISTING STORM MAIN (3,41± DEEP) INSTALL APPR17X 30 LF OF NEW 12' CPEP (WITH WATER TIGHT GASKETS) AT 027 INSTALL NEW TYPE 1 CATCH BASIN 12 AT PROPERTY LINE '14 r+n i in QT iru BOT =43.7 I FDjIR 'RC P E=4296- INV 8"RCP _ =42.6 INV 3" W =44, S° 1 INV W DIRT BOT = =4 _.1 NV 3" E =44 t INV �° W -44 CVd ( HR BOT BOT =43.? ~` BOT 343 4 44 #928 B G #233 E3LDG 1}919 RIM =45.24 & 235 13 LDG ;225 / BOT =41.5 / GR VE BLDG #231 1/2 1,(n& 229 ^� _1w HH- W .i _ 20 +00 7+ -- -- -�1» 6 W_ EV= 1.50 HH V, NUT ICV �� ICV KCC I!I { E 1 ° ;; ^`� 3&6 'D BLDG X100 / / /BLDG X232�� GRND % G 0,,i BLDG #230 40 k� �%� i 61 (vim N O DRAIN 1'x1' DRAIN i'x1' DRAIN 1'x1 ° '30 • f � ^/ ��7 �;�� / 10 RIM =45.35 RIM =45.22 RIM =45.24 CB RIM =43.98 14 l� N iz NV 3" E =44.90 INV S WLcE =44.5 INV 3" E =44.59 C� INV 4' STL E =42.7 \ o i �V2MH 4 =45.69 i INV 3°' W =44.8 BOT =43.7 INV S W =44.57 INV 6 "STL W =42.50 L X10 ! TOP LG IPE =37.04 BOT =43.9 N 1 ?8100 OT =43.6 BOT =40.4 i fj �) BOT =31. CB RIM =44.78 E 1341500' CB RIM= 4.77 INV 3"PVC N4j1= CB RIM =44,40 �4.2 g NV 3 PVC S =44.2 INV 6 "RCP E =43.53 INV 6 "RCP S`d�t =42.74 / r,v NV 6 'RCP E =43.5 INV 6 "RCP W =43.5 BOT =41.4 j C h / INV 6" RCP 43.4. BOT =40.0 J „ 30T =41.9 DRAIN 1'x1' MH #32 STA. 19 +96 5' LT, INSTALL NEW 54' MH RIM = 44,90± IE Z8' SL(ITH = 39.17 C 0 N V U MH #33 STA. 20 +76 5' LT REMOVE EXISTING MH AND REPLACE WITH NEW 54' Mh RIM = 45.24 IE 8' SOUTH = 3954 MH #28 STA, 21 +40 6' LT. 0 a iy) Z \-- FILLER CAP 0 ABAN? Q BLDG #226 aRAIN R1M =45.07 INV 3" W =44.5 INV 3" E =44.4 BOT =43.5 C7 ti REMOVE EXISTING MH AND qP�T Re --7-° REPLACE WITH NEW 54 MH oil ° RIM = 4524 FSSiovn EN° zIE 8° NORTH = 39.67 z °Iz '-+ W `I di ° [ EXPIRES 8/21/97 IE 6' WEST = 39.54 z z ¢ 4 F (i i a ? w ' ° H vIR oiRIQ U w I¢ ° IW ° I H F-- U 'S. ¢ 02. ... .... .. .. .... '' .... .... ........ ..... ... 0. ....... . d ...........--50---- . ... �.tA.... W ........,Q o-'.... ...... ...n . C°7 ....I ....... .X : :.� .E3 .XI0 ........ ......... ...................... c, w a w I� EXISTING GROUND cL a U F a i� X° X¢ CENT IN a-', a 4 a' a IL x w l oleo l <clr ¢ 5 ! 1_ AT .. 4 m y I 0 - °- - - - -M - -- -- __- _L- ____ _ -- -_ _ _ 0. AO. _, EXI_STING SANI RY SEWER _. 0L OOPV S @ - - APPROX. TOP CRPL #F 4: PVC :&S, 0.40% EXIST, B° S,S. - -- 660 PS SWD EXISTING: "P;PE.. LIhK" EL, X77 ..:..... PE Z o . .. 35 35-: . . . . . . . . . sTAI N _ c STEYEL BAND INSIDE EXISTING 3 SEWER INSTALL 80:LF 5' HDPE .... . N 5' HDPE TO BE SDR 32,5 (5563 INCH O.DJ S= 226226: INSIDE EXISTING 8° CONCRETE; .. D.6'..WITH A'PF.LX T CRPL #;2 ... ..... ............. . . PRESSURE FILL AROUN HIGH STRENGTH GROUT (MIN 3000 PSI) - - SCALE MAKE CONNECTION TO NEW MANHOLES C' 2 SWD PIPE Horiz. 1" = ;20' " 'g WITH STANDARD MANHOLE ADAPTORS " OR AS OTHERWISE APPROVED BY ' .............. . ........ 23+00 Vert 1 " 5 ....ENGINEER 20+00 21 +00 22 +00 SHT 12 of 14- 19 +00 oI a LOCATE EXISTING SIDE SEWER TBM #1 ELF-V=43.50' BLOCK 13 NEAR SOUTH SIDE OF FUEL BRASS IN IN LEAD IN S PIN N ISLAND & CONNECT. COORDINATE N w W/ PROPERTY OWNER CONC M IN CASE 16) SSMH RIM =44.77 -- - - - - -- RESTORE TRENCH SECTION -- MATCHING EXISTING ASPHALT SSMH RIM =44.08 - 0 20 40 N15 / f INV 8" N &S =38.64 ISLAND } THICKNESS OVER 4" CRUSHED INV 8" S= 37.4-1 ~ DRAIN Vxi' REM BLDG X221 C3 RIM= 43,93____.__ / INV 12" PLUGGED E =39.8 ROCK 1 INV 12" E &W =36.78 " 1 = 20 y 4.76 =44.93 INV 3' W =44.4 r 6 RCP NW =42.9 17 WMH RIM =43.86 a -TOP PIPE. TO 8 "? Pi &S =42.4. �- p #• i NV 3" E =44.49 INV 6' PVC E =42.7 18 �� BLOCK UJ '� N vi N r / BOT =43.4 BLDG X225 ;DIRT BOT =42.6 '� �� � 07 f o � �� w _! 2' HIGH W000 - CB RIM =4.3.55 \ `co �IBARRICADE BL .�G #207 INV 6'RCP E= 41.25 ( F DIRT BOT =40.6 V & 229 Xij Q Z 49 °o W - / 2= / / t GRAVEL aw II ASPHALT 1SlAND �� . WV I U ill I W 2CC a Li! � t may= t 3 3 ? - SP} SAL EL 6» R. ® �VLT 2 1 i W == ii =fi - = _. _ bbl W P Q (/) - I -� t_.e.: 1 -- EMOVE EX. S.S.M.H. .�� - ---� ��_�_ 7V P 9 = W H Lv a 1 T - _z 8" W -_ ..- z _ - -_.� g' W j z a� t Vty T 8 W y� = W I J„ !� i 1 T- =41 12" W O 00 - I �� -tt- - 12" D 2 00 CB RIM =43.98 t 12" D _ _ - t I i 2J +i75 - ^� 72`r Q ~ Lu W 0 + t 0 t NV 8 "PVC W =4 .66 �_.__a_ _. `�_ DIRT BOT= 40.3 I � u 26 +p0 4 8 j 6,1 i + 7 00 - - i Q N Q N n- -= - - -- --- 6 t �� CONCI t _ _ __�.. �� 6 „V��A -- - - -- -- i NV NUT i ! -� __. 8" \ MH # 26 STA. 26 +855 6' L T. Z Q WALK 1 =Q CONC 1dALK�.t -_ 3 I / // / /CW A.. „�i -® - �EhR _ _ REMOVE EXISTING MH AND 1 - - -- I � ` - ABAV CAP ` / �4'I 4 \ C 6" XCC PA XCC / /,n/ . /, . "i �� -� - 4 CW ARAN. WM i XGG % WC , REPLACE WITH NEW 54° MH RIM = 44,ti8 IE 8° SOUTH = 37,42 Z / BLDG #226 CONC .�� I� PA C I� - � IE 12° EAST & WEST - 36.78 `o �o CONC /' / i3LDG #1005 / CW ' CONC RECONNECT EXISTING SEWER TO ° DRAIN '1'x1' DRAIN 1'x1' RIM RIM =44.78 ( �- F i { f -f- \ i I \ NORTH W/ 12 PVC SS PIPE AND FERNCO O U =45.07 INV 3" W =44,5 INV 3" W =43.78 aa (?.� ASPHALT I 0 g \ COUPLING OR APPRVD EQUAL 3� I-- I \ W �¢ �� Q � NV 3" E =44.4 BOT =43.0 BOT =43.5 } C �SDMF RIM =44.83 INV 12 7PVC E =41.53 ( , ,,'� a ' ti / I � -O � N � � BLOCK � � � \\ � E- r- NV 8 "PVC E =41.41 � - NOTES: � a' �_ F E INV 12 "RCP N =4'1.40 NV 8 "RCP Vd =41.38 / CB RIM=43.48 0 INV RCP N =4.0,50 L I 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE �� s MH #27 STA. 23 +84 6' LT. BOT =39.4 FHI SDMH RIM =44.03_ �- OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE m E REMOVE EXISTING MH AND BLOCK 10 DIRT BOT =41.7 t � INV 12"RCP S =41.08 SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN �N REPLACE WITH NEW 54' MH CB RIM =43.51 INV 12 °RCP E =40.6 ARE BY "Y' CONNECTIONS AND THUS DO NOT GUARANTEE RIM = 44,77 `v J� BOT =38.93 STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING. a� IE 8° SOUTH = 38.71 NV 6 RCP W =42.23 THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL IE 8° NORTH = 38.61 DIRT BOT =41.5 SDMH RIM =43.90 LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS a IE 6' WEST = 38,71 INV 6 "RCP SW =41.6 SEWER AND REPLACE THEM FROM THE MAIN TO THE INV 6 "RCP E =41.45 INV 8 "? N PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE. s �3 =40.8 a o DIRT 00'1=39.9 I MH # 26 STA, 26 +855 6' LT 3 °g REMOVE EXISTING MH AND REPLACE WITH NEW 54' MH a RIM = 44.08 IE 8' SOUTH = 3742 HORN IE 12' EAST & WEST = 36,78 5 of WA s MH #27 STA. 23 +84 6' LT z 6 m a REMOVE EXISTING MH AND REPLACE NEW 54° MH z z z z z` z z qP 23769 �eSeovnLR\a� ° Z ° wl ° ° U g IE 8° SOUTH = 38.71 f UI u a ¢ P z a IE 8' NORTH = 38,61 O R E3 p ©Iz o w �z -ICY o 0 EXPIRES 8/21/97 a... IE.B °..wESr. = ..38..21. ................ ..... ................... J� J� ._. .. ... ....................... .. ....� s_...1�.....1.... J J.JU .. .... ......... M EXISTING GROUND- a� w c w o¢ ° a `r w o a AT CENTERLINE; a a r Q Q { b clw ¢I� al s m d a 0. < <L CO m .._ . ET. ......:.... ..... ..... .... - .- _45. I�I 40.:.x._______,_. -.._ - - --... _., !14 1.L....... REMOVE:EXISTTNG SANI TAR P SEWER. .... . ....... ...... : ..... ....... 297 LF PVC ,40/. OF8 °C900 SS C @D APPROX. TOP CRPL 1 #3 S=226227 ... 35 i.. ........... 660 SWD PIPE. PROVIDE ETHAFOAM PAD 35 ...... .:........ ......... ...... ............ '.... o EL. 36.6 I WHERE CLEARANCE <1' REMOVE EXISTING 30 SANITARY SEWER MH SCALE :.........:..... :.........:...... .:..... ....:.........:.........:...... Fioriz. 1 ".. 20' . . .. ....... ....:........ .. ...:30.......:.........:... -... Vert. 1" = 5' 23 +00 24 +00 25 +00 26 +00 27 +00 SHT 13 of 14 0 Z