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HomeMy WebLinkAboutzS-0180SetI ... 1 RcVls.,W CITY OF RENTON DEPARTMENT OF ENGINKERING VICI"17-V A4AP L ID e 84 J01VE5 A K /VE A/E qOl' 11% FILU NO DRAW cHEcK DY APM DATE. — 'APPROVED ---- r—A rim rm el_h LOT 167 INT. SIA, 6+6766 LOT 166 LINCOLN AVE. N. E. Ali g II HORIZONTAL SCALE 0=40- < J. LOT I LOT 4 GERBER LOT 0 w MUNSON 182 LOT 183 LL z GERBER W cr 'wl 2� ! MUN SON U. LOT 183 0 �I % NEW M. H.5 2-24"CMP CULVERTS EACH 3 0 L.F. STA.8+06 S TA. 9 4 0 6 8, 10+25 M. H. 7 /M.H�6 STA. 13 +23 STA. 12+3 5 1, i: L", (�4 1 - , M. H. 3 M. H.4 -- ST A. 2 -+71 STA. 5+23 INT. STA. 2+78 46 - 5' 7A 91f 7 IIE SA 30 STA. 01.00 S 1/4 COR LOT SEC 29-4-5 2 PRODUCTION CO. STJP F F - LO, -3 S Tu [I LOT 185 LOT 184 syli lo l LOT 184 71i t72 r� T -T- -_7 T L t J- t qTia 4 - -4 tt -A T -T 45,-- t HE: _7L + H-4-4- J, j -------- J-4- 4- 1 I -7- t -iE T -T -T 0. -T, �E 4-- 4 C LV[E I E NIGR I - L I LL-�. bU-40J �f I f Ll L 42 CITY OF RENTON ENGINEERING DEPARTMENT --f 14-- ju - _- Aml I - F- Tll j 4 DATE S-180 L.I.D. 284 MAY CREEK SAN.` EWER -REB DESIGNED 9 /5 / 74 FILE NO.- RE8 - DRAWN SCALE AS SHOWN —' CHECK--- SHEET -4-0—&— I. 71 DECEMBER 1974 WARREN C. GONNASON, DI RECTOR OF PUBLIC WORKS A POW ,HEET- .y. Wiz._ .,•�. . Bothell a� o �`- - er)u Val I 01 En t M ER C E R I S L A N D �' !r 7k° ' I. _ MA Lam., LLk onto a F ms` s _ t City ( Klrk rd \ %P 1...s.:( r I Redmond r% /✓r t _ PROJECT AREA oeo loor ? / y 52 Loke Y Cornation O ?Bellevue `• SEATTLE ell cer ty Z jSl 1 US -10 r i _ ssoquah ( gN„� ti � T wi!a _ e Yl� � S• / -t I .e _ _. .. If _ . _ ._S , Vast7on loud Vii' R4a !e ,. x: • � •� � .� � 4 ..„r Valley � d L _7Ke Yamq • r ji 1�% � `V \` 1. - - - � �• -"~ - - ` 9 yid - x -•. °` 1. c'i.:?�,�I'�y ���� �; ...._.• � � i � Block v D arro \/ �;,s5."' `3_, •,F'.•ala. l y ' DMA - ..• - I , f 'TP• - t M o Y 7 v*w'-'r '14 - t �•. € _ '`{ + 3j`a "• ' T.'y'F � � ©Y . - SCALE .— : . „ _ - _ A _ti Y •'� sir ,.»°.,, g �-.� . �;''� �'-'- �C r -. _ -. - _ _ �.� Y INDEX TO PLANS ,1s _ r y _ » - ` f I Z K - . � t �° {��� -a � �,. ..+ _r "•* --% —, Shut 0 Covershee #' ` <4 G.Z` OF ri `'Y_ - _j �, I 5 Sheet I o _ f S 'J�cmdty Map, Location Map, Index, � Notes � � Sheet 2 of Construction Plan Profile 03 ST_ ._ ,�' -Z• i.:r- -'�d' ;n - _,.- - �,- ,...s.. t = r -.;-;; �:eet of S Construction Plan Profile P ;: t Sheet 4 of S ifi } .'. ` Construction Plan Profile - Sheet > of 6 Construction Plan il® -. �#AY Profile 3 '' i -i . RAM ors ^ Sheet 6 of Et Construction Ti � �: � Profile •a� >-� =° r_ ._ __ ,'_'�^'_- I T ��� s • �`�'' I $ � _ ' �t .. 7._ •y') "--�. ' l '{ GENERAL NOTES J C 1�1$ ?t r( s h Y� tLa r Project Reference No. L.I.D.2284, S -180 LOWER MAY CREEK SANITARY SEWER ��� 9��i All Contractors Shall Comply With All Federal, State Count and I` §411, !A P Y o y and City Codes, Ordinances Regulations, As Well As Plans and Specifications Relative to This Project. The Designed Line Will Be Staked By City Forces At Ea Proposed Manhole and At Every Stettorr ch q a ," c An Variation From This Mist Be A Y Approved By The Engineer. Cut Sheets For Trench Excavatigns Will Be Furnished S The By Engineer. .P t J ' A Stubs, Tees, Cieanouts Are Sho,an in Their Approximate Locations. Final Locations Will Be r —' fir— . rR_ vc° G' �: s-"'.k k t} � �`3'.• Y' _ i• ,Pa. _ - f�+ 47' = t 1:. �. C.... ,: Determined in The Field. ti - o Be ► he Contractors Responsibility To Contact All Companies With Existin g 3tiities or , - ai- v: r ,-.. .. Area. .. -.- r: nl.,::- - a-. a_ .uK,.a __,o ......:- ,. <..-,.... - - 'k§ 't:- .`.,l °K4'M•a '. +: Facilities In The Construction N 0. L D 284 .: �r'xo' "s:r, LOWER MAY CREEK SAN.SEWEIR. s ' - -- — - �ti.�Yp,�il �.�.:� -��A \':G...:. »_� S 4� ,f S7S8 :ADt3...:.,,....�:�•„ R E B r nw-0 mmoka lt0. E2E- Nt�fGt3 I 89' AAFR. DATE APPROVE" `fir— F r ..- „ - � ,,- _ , .; .,, , ,.,• r1^ � .rs .;tee. iNT.STA. 6+67.6G LOT 167 LOT 166 LINCOLN AVE- N.E. 14 HORIZONTAL SCALE 111=40' < LOT 1 LOT 4 GERBER cn lz MUNSON LOT Z 0 182 F- LOT 183 z GERBER to w x al- MUNSON W cf) Cr F- LL i LOT 183 z, 0 j0D �f M. H. 3 NEW M. H. 5 2-24"CMP CULVERTS E STA. 8+0— ACH, 30L.F. 6 M. H.4 STA. 2+7 STA. 5+23 INT. STA 2+78A6 s TA. 9406 8 10+25 M. H. 7 M.H�6 STA. 13 + 23 12+3 5 tU L 5 L rT 5 L,F 5, 1 15' —15' 0 75' 10, �/STA bFll. 6 7 665.145 0'45'49" E IPE-, A N LOT 165 4- - A ST11, 5 TJF IC' LOT 18 4 - - - - - - - - - - - T 5 9 f 72 7 7 71 col I': 'S TA�C+00 S 1/4 COR. LOT SEC 29-4-5 2 PRODUCTION CO. S 7'J E? S' 4,F LO LOT 184 s F. -:5 S, 1" t-4-- 4 4- 4 J--1 J- --- IF 4 - 4-: 4=4 --- --- Im _4 44 A j- A CIA + �4 71= -4- -4- -4- t 4 4 11 1 A- h -4— J� -j- A- -Ti -7-- T-- -1- --4i - ----- IT 4 J-4, J-7 _4 4: -4 -T I N T7 '3- ff L: 7- 7- -4Z F 4 -q F i J' i- L �q 7T mr-AiNAwl.- P�fap TK -Fit f rml -f ft I 1 4. --4 -1 i if 4 F �Lj j i- -A -7-! I i v swrl L . . . . . . . . . - L.SCA 4-- J- 47 --T 4 if 4, 1 -44 - —A. --J:7� T- ENG CITY INEERING OF RENTOrl DEPART M E N T —180 s L. 1. D. '2`8 L OWER MAY CREEK SAN.SEWER 4 L I 4 4: �,Jl T t: -4 I =-i 4 - t- DESIGNED REB BAT FILE NO.— DRAWN REEI CHECKED-SCALE AS SHOWN FIMD 80009-7 _PAOL- 4 J L+ L - , I -- 4 SF: 0. REVis;oN BY APPR. DATE APPROVED ........... 34 STA, 24-x►- 82 ; M.H. 11 � M. H. I O: STA. 21+ 47 .. -STA. 18tIZ: ¢ h I EX. 4"GAS E 70.91 -$ SYU L e Win` HbRIZONTAL SCALE I ° =40' GERBER cr I GERBER; I LOT 184 W I LOT 183 G. V. R. I NC. LOCATION MAP 410) '� 69/' 1 �/ N\1 V ICINITY MAP S. E.__ 76t ft -ST. S.E. 80th ST. k w Z w - ------ - - I W z -QT w Z Ld �_W Z En SHEET _l/ cf) 3 P51 RER" HEI.'HfS N 4 K NO. 8 (PROP, ELE H ST EX METRO 'IM HT TRUNK ST -E 102 SHEET > 6 SE I sk N. E 40th S T. S. E, 84th ST. CITY LIMITS .SE la• �HSI Z w / z 0 C i 0 F R E N D, P_ S-180 L.I.D. 284 uil JONES AVENUE SANITARY SEWER ------ LATE. j SCALE- CHECKE-1 F,e FaR DII.- 2 6 O =Cl W 1 ROAD RESTORATION NEW P[PE SAN. S q EWER STA. 5 +34 to II +98 M H 3 CONSTRUCT 20' WIDE SEE SHT. 4 -- - -- -I; i STA. 2 +_:�j 2" ASPHALT OVERLAY I I a WEICHMAN SCHEI SCHEI W _ I w mI = N z 0 a LOT, 2 LOT 6 W LOT 7 a U-,STO R.E g a. GARAGE I r PRODUCT ^,N CO. m I w w S!, I I N LL 3 LOT 3 .FUTURE 8 STUB Z INV. 33.55' NORTH I - 15 "- UTILIT EASEMENT ( STUB ROLF STU8 20[F -'� STUB 20 41 F, 10 U3 /B tF - -ter { STE1:, bt65 "STA_ 7rOO" N STA. 8 +15 - 57A. j 11 6 °PiP6 b "rP /AE I ,6 "Pi PE \ 6 ":.PtPe. 255 �1 135' 1 20 255 E -- I� y1 I " 'EX. 12� LONG ST. I F TF NEW:. I MAIN _ " .. - -, -.. ". _ - -. _- .�$P - m EX AS HALT PVMT. - s G /- B �/ o /' /� S /. /% ° __G� f �✓ sue, g �/ _ _.g' e/ BEGIN CONSTRUCTION — STA. 10 +98 I G.V.R. INC. m HOUSE 4108 LOT 9 I I HOUSE 4016 Z �w 1 IQ- 1 0 1F azl �I Iz 1 HEMMINGSON 31 PLA NR W -400 I STUB l5l..F. STUB 5 L.F. INT. STA- 13 +34.65 til 57A. I0r60 STFl. 11+96 w� PIPE E 127.5' -. 6° PIPE I'L7.5' - I ` 0 a, 1 - - - - - - T -o SAN. SEWER - --FTf I NM . o n: - N 6 ": PIPE 6" PIPE PIPE ROAD RESTORATION 255' ".:PIPE SAN. SEWER -- -- �:. ' 127.5 .N >f -STA. 5 +34 t0 II +98 SAN . SEWER I" M. H 3 STA 2 F _:! CONSTRUCT 20' WIDE 2" ASPHALT OVERLAY I � I I SEE SHT. 4 I WEICHMAN SCHEI w W I w I N o Z � N LOT 2 LOT 6 wa U- ,STOR.E t GARAGE I i - PRODUCTI- -ON CO. LOT 3 o N " I .FUTURE 8" STUB INV. 33.55 NORTH Z 15''UTILIT - EASEME NT I STUB 201 F. I ST08 ROLF. ST, 6165 - STR_:_._7roo N C 6'P /PE 1 h 35 r I 2 0 TEX. 22 CONC ST. MFw Itt' ono Ii STUB 201—F STA.. -8,15 _ 6" PIPE i SCHEI HOUSE 4108 LOT 7 I BEGIN CONSTRJCTION — STA. 10 +98 t I I Iz' G.V.R. INC. I _ Iz LOT 9 Ia 1 -- 10 I ' I Ir aa�II � X12 1 HOUSE 401 6 al PLA NR W -4100 HEMMINGSON 31 _I 1 N STUB 16LF. I STUB L.F S7UIS 5 L,.F, INT. STA . 13 +34.65 51A. 9 +25 S1A 10*60. 'A II +aB - I N4-�l INT. STA. 5134, N BS FND. HUB aTK STA: 5 +43.07 M.H. I \EX. METRO M.H. I� sTA.o -I5 E M.H. 2 JONES AVE. N.E. 0 STA. 10 +98 IN STA. 5 +34 STA. 8 +15 Ia HORIZONTAL SCALE I " =40' FACWETT 0+ 12" AD 5+3413K 2++86 '" -2 +00 I•i00 + 6 +00 - - 7 +00 - 8+00 9 +00 f0+00 iI +DO 12 +00 _ M.H .3 M.H. 2 M.H. ( EX. METRO M.H STA. 2 +86 STA. 5.34 STA. 8 +15 STA. 10+98 50• HOUSE I HOUSE 45. MAIN FLOORELEV" 45.00 .41 08 MAIN FLOOR ELV45.08I 401 6 40 II EX.. GROUND _. —. —'-- --: SEE SHT. 6 FOR 8 °SEWER DETAIL 35_—_- _ 1 8" D.I. WTR: MAIN 30 EX. 8 ".E INV_30.76' INV 3104` I8' PIPE- 274.: L.F. -.- _ .INV 30.653' 30.21 -_... S= O:Q015_ft/ft EX-INV 29.79' EX. 27. "S .INV. 29.19' -.. - 18 ".N _ EX. 36" W INV. 28.18' FUTURE 8" STUB - 18" PIPE. 283 L_F. _ INV, 33.55'. NORTH .18"�PIRE 28lLF.H S 0.0015 ft /ft. �,y9'`� _ I VERTICAL SCALE 1 " =51 s= 0.0015 ft/ft aQ= F "as "'yss °y SCHEDULE "Au asatsi° 6�4 S -180 L.I.D. 284 CL.50 DUCTILE IRON � E � JONES AVENUE "SANITARY. SEWER I _ REVISED PIPE SIZE REIS RES 5/1[/76 -_ RES 9/5/74 .. 2, GEM REV. RES RES .:3//6/77 R E S ._ _. AS SHOWN..... 397 III s 7 . _ s c [ 15 6 ": PIPE 6" PIPE PIPE - 255' 127.5 27. 5' ' 127.5 .N ayga' SAN . SEWER I � I I I N4-�l INT. STA. 5134, N BS FND. HUB aTK STA: 5 +43.07 M.H. I \EX. METRO M.H. I� sTA.o -I5 E M.H. 2 JONES AVE. N.E. 0 STA. 10 +98 IN STA. 5 +34 STA. 8 +15 Ia HORIZONTAL SCALE I " =40' FACWETT 0+ 12" AD 5+3413K 2++86 '" -2 +00 I•i00 + 6 +00 - - 7 +00 - 8+00 9 +00 f0+00 iI +DO 12 +00 _ M.H .3 M.H. 2 M.H. ( EX. METRO M.H STA. 2 +86 STA. 5.34 STA. 8 +15 STA. 10+98 50• HOUSE I HOUSE 45. MAIN FLOORELEV" 45.00 .41 08 MAIN FLOOR ELV45.08I 401 6 40 II EX.. GROUND _. —. —'-- --: SEE SHT. 6 FOR 8 °SEWER DETAIL 35_—_- _ 1 8" D.I. WTR: MAIN 30 EX. 8 ".E INV_30.76' INV 3104` I8' PIPE- 274.: L.F. -.- _ .INV 30.653' 30.21 -_... S= O:Q015_ft/ft EX-INV 29.79' EX. 27. "S .INV. 29.19' -.. - 18 ".N _ EX. 36" W INV. 28.18' FUTURE 8" STUB - 18" PIPE. 283 L_F. _ INV, 33.55'. NORTH .18"�PIRE 28lLF.H S 0.0015 ft /ft. �,y9'`� _ I VERTICAL SCALE 1 " =51 s= 0.0015 ft/ft aQ= F "as "'yss °y SCHEDULE "Au asatsi° 6�4 S -180 L.I.D. 284 CL.50 DUCTILE IRON � E � JONES AVENUE "SANITARY. SEWER I _ REVISED PIPE SIZE REIS RES 5/1[/76 -_ RES 9/5/74 .. 2, GEM REV. RES RES .:3//6/77 R E S ._ _. AS SHOWN..... 397 III s 7 . _ s c [ 15 LOT 182 t GERBER LOT 183 1 I u W c/� n JI I� CITY LO T I e n r in 185 M.H. 9 M, H. 8 STA . 13+E3' STA !8->x - 19171.47 18 *90 -- -' -' - 1 CULVEA 8V M, H- FUTURE 8" S SOUTHEAST �I l t 1 EJC.DRA /N TOP OF FRAME ON DITCH MANHOLES 6 THRU 9 l TO EXTEND 6" ABOVE ��.. F/N/SH GRADE RADFORD LOT i83 STA.12 +3B 24' CMP 30 L,F SURVEY II I ai Q �I �I ?nl �1 WI� W I I Al. H. 5 em. /3 0 �STA. .#A6.. Gam`/ 13+68.671 , a►o. ST, 10# 00 2 -24° CMP. \ O L.F. aoeh \� M H La1D cuLVEilr \\ STA .17i -,' L 4Cr L T, 10 0' L \= IT /OO STA. 15 +16.67. \ \ STA -17466 N d 11 S \\ \ BAeKWARDS {u►yre FUTURE , 8" STUB ST'A. /7140 STA. 5I 40 Base EAST `. RADFOR � LAW vAIDS� NOTE SWE R of MARGIN ;LOT 184 APPROX , ONLY I I �I 4I�f to XI W I 60 t 85.4 $-1.33.67 ul f415 15 STA. M STA. _ O //+ 42 SDL ♦75` STA 100 18 STA. B t BI _(0 NEW /S" PIPE lam _grloly 1 STA. 74- 84 /O - 6° 24,clwP c.i.P gd /0 L F. PRODUCTION CO LOT 2 '9+84 12-6' C.I.P 7'd .LOT i 1 I f PRINT SHOP /2 -� -i.3 MUNSON MUNSON e � L OiT / STA. :stz3 _ _ B" 3EMER1 45 LA{ a at 2% I "= 40' to S STA. 2 #71 ~ B B" SEWER, Off L.F. A 2 2% u% 1 1 N N °•• PLUG Lu M M. H, I° 3B'- ' oti c. L.OT 4 S STAR z�•+ STA. 74- 84 /O - 6° 24,clwP c.i.P gd /0 L F. PRODUCTION CO LOT 2 '9+84 12-6' C.I.P 7'd .LOT i 1 I f PRINT SHOP /2 -� -i.3 S11PERf0£REPROGRAPHICS /- ��s J / /9f {� r / O Y Q INT. ,1 4- . 0 + 00 N &S IS 1/4 CDR SEC. 29 -4 -5 t GERBER LOT 184 �� of S ♦ 2F4% f s 278. 46' \ \ \ 94 STA. 2fi 79 329,29 ME. 44 35'6" P.V.C. 3.5'd 41 ` EX_8° 0•D. WA 4- ,_TER MAI11_ - ( /1_-- _ --- 1 EX. ASPHALT_ EYTT l l,t• —,I,— n.6., 3" d. GERBER LOT 183 STUB 35 L. F. SSA. a,c 65 6' PIPE I, ST, HORIZONTAL SCALE 1" -40' FUTURE 8" STUB SOUTN \ I O.D. - -4 STL•_ WATER MAIN - - 9" ttl'SEWER --ttl 15 4 t53 - 25'6 "PV.C. 15.5 d STUB as L.F.. 296.06 STUB 23 L.F. STA st4;D 6 "PrPE REPLACE EX. 8° S I I WTR. MAIN a r I STUB 25 F, S'nA.3i4a 1 f vI 145 L. F. a W. WTR. PIPE 31 I CL-52 (T.J.) 6 PIPE 8" PL UNG F; 2 -8" C.I. FLx STL. COUP I LOT- I 1 I tnl DRESSLER I Q LOT 2 4I ` 0 1 -35' PRODUCTION CO. W I Y 1 I STUB 35 L. F. SSA. a,c 65 6' PIPE I, ST, HORIZONTAL SCALE 1" -40' FUTURE 8" STUB SOUTN \ I O.D. - -4 STL•_ WATER MAIN - - 9" ttl'SEWER --ttl 15 4 t53 - 25'6 "PV.C. 15.5 d i j M.H. 16 cz STA---6—f-4&--- 6 +28 1 - IsJI -��� 1TI�S11 I 1 I E f i �i i I Q C) m1 ql N_ STA, 10 +98, 12'L T. CONNECT TO EX CONC. STUB EAST 8" CALDER COUPLING 81°P /PEA 12L.F. STUB /5 L. F STA, —� 6° PIPE h6Q G.V.R. INC. STUB as L.F.. STUB 23 L.F. STA st4;D 6 "PrPE STA, 4•h 00 6" PIPE 14OUSE 8" 450 BEND 4401 8" PL UNG Z LOT- I 1 I N 1 I Q 0 i j M.H. 16 cz STA---6—f-4&--- 6 +28 1 - IsJI -��� 1TI�S11 I 1 I E f i �i i I Q C) m1 ql N_ STA, 10 +98, 12'L T. CONNECT TO EX CONC. STUB EAST 8" CALDER COUPLING 81°P /PEA 12L.F. STUB /5 L. F STA, —� 6° PIPE h6Q G.V.R. INC. N ` .............. !HOUSE 4018 LAMPHOLE SiA; - - 1 +• 9-8 -i STUB /O L, F E i9B INT ST A• 13+34.65 5� 1 d I zi w of 1XI wl F Rial NI I xi wql EX 8" D.I. WATER Ih± 0 ) PIPE -- SAN �YEri — -- - NEW 18 ",.P /PE —Af SEWS to \ I I \EX. METRO M.HMETRO M.H JONES AVE. N.E. STA. 10+ 98 W y eUPER10R REPROGRAPHICS //^ 4 11 oil LOT 9 I STA. 10 +98, 2 7 LT. 8" WYE 8" 450 BEND 8" PL UNG HEMMINGSON 1 I N 1 I N ` .............. !HOUSE 4018 LAMPHOLE SiA; - - 1 +• 9-8 -i STUB /O L, F E i9B INT ST A• 13+34.65 5� 1 d I zi w of 1XI wl F Rial NI I xi wql EX 8" D.I. WATER Ih± 0 ) PIPE -- SAN �YEri — -- - NEW 18 ",.P /PE —Af SEWS to \ I I \EX. METRO M.HMETRO M.H JONES AVE. N.E. STA. 10+ 98 W y eUPER10R REPROGRAPHICS //^ 4 11 oil LOT 167 M.H. 15 S, LOT 1 6 7 M.N. 13 HALF n M. H, 12 STA. 11 +46 N. HALF S. t21 B' sruB TA 8 LOT 166 STA. 4 +76 l , B STUB ! NEW 12" PIPE SAN. SEWER 1 __� 8 STUB (2) _ _ - EX. 12"D. 1. WATER MAIN - - - -- -- -- 5 --------------- - - - - -- - -- - - - - -- L� -- -- STA. 9+2.1 2,5 16�- � z 15' UTILITY EASEMENT - -- ! g X N W o —yl j I r a wr I i > a w a' w N IL i � z o L I < 3 i F8" STUB Z + ^ter 7 1 EL. 40.6 iM.H. II _ .,w X, I �!.STA.3+24 LOT i8�a HORIZONTAL SCALE: 1"=40' L 0 T 1 8 2 RL LLJ EL. 33.7 EL. 39.7 U) : EL. 31.6 ,� �r EL,34.3 uj f w % EL.30.5 = l EL 38.9 V) LJ w U7 ~ J 10 j M.N. 9 S , 1 +48 380 0 STA. 13 +23 SCHED. EL. 28.3 ' -I - Sl'A.,0+00 SCHED. 7B I ! _ erg, EL. 27.5 - - --- - - - -- - .- - -- - - - -- - - - -- E L 36� ._ • _ _ . - m SEE SHT. 4 ! G LOT 18 5 CT11❑ I -` - �- L 0 T 184 90 -. M.H, 15 M.H. 1.4 M.H. I t M.H. 10 M. H. 9 ST A, I I t 46 STA. 9 +121 M.H. 13 M. H. l'2 STA:8 +21 STA.: 4' +76 STA. STA. It48 STA. 13+23 SCHED. (D STA. 0 +00 SCHED. "B" 1 -- EX.,6"GAS z 80- > :7] ST = >3".sx -u8 -O z X j TOP OF FRAME ON Z I I _ xw 70- _-..� -7a °� of � i MANHOLES IO THRU f4 � � o FINISH TGRADE ABOVE ao °U 11s o' L 12" PI PE. 225 L. �� Y IS= 0.005ft. /ft. ' I ,.. -- __ EX. G_R,O ND - -6O' ^• NV. —GD° INV. 69'3$ J I.EST s EX 12 D l`WTR M�_DEPTH OF COVER 36 "L I 50.810 U Ste - � " EAST z o 4'3,ov 0 �` _- ---`"__ -- ` - "c- - v !' II I.E. SOUTH 51.50 0 ti 1 \ 8' STUB (2) z' J S J - so" 50 50-- 1 1 N V. 56:6.5 12" PIPE 100 0 L.F. L_� 12 P7 PE 345 L: F. _c -- -- GJ F I L -- - - - -- — - - S =0.126 ft,/ft. IS= 0.0178 ftfff - -- - INV. 59 46 _ I 4�•5o -�- - - -- .._- LE. 35.05- 8 "STUB 40- � I, , I �- 112 PIPE 158 L. F, S?0.1026 ft /ft ` - x 3 _ - i/ 12' PIPE 14.8 L.F. Q 30- - - \` 12 0 0028 f t/f t6 L, F. � S - 0.0028 ft /f t 1NV.34.80' INV 34.31 `N' /. 33.90' I I VERTICAL SCALE I 10' SCHEDULE "Bu (EXCEPT MANHOLE 9) NOTE: WHERE 8" STUBS ARE CALLED FOR THE CONTRACTOR SHALL PROVIDE ") R A PRECAST CONCRETE KNOCKOUT IN THE MANHOLE BASE. THE ,/ imA:� T C) i C / < rC S KNOCKOUT SHALL BE ORIENTED AS SHOWN' ON THE PLAN. THE y o MANHOLE BOTTOM SHALL BE CHANNELED TO THE ELEVATIONS / SHOWN TO ACCOMODATE FUTURE PIPE INSTALLATION. INSTALLATION y ti r .. r� r 1 OF 8" PIPE STUBS IS NOT PART OF THIS CONTRACT SCHEDULE "B'.' ���.n�� 1 JONES AVENUE SANITARY SEWER - --- _._- - - -_ -_ .___ - -___ -- - -- _ __. . _ i A S SHOWN �V y- 2 REVISED GRADES & LOC. R.E.B. .. R E.B 10/8/75 — - 3 REVISED PIPE ,SIZE REB REB _,5/12/76__ . N,y ac Iii:•. ...._ ar n. rN A / - ?-9 l3 N col pL V E• HORIZONTAL SCALE 1 ° =40' N GERBER GERBER I LOT 1 8 4 1 LOT 183 G. V. R. I NC. I m \� I STUO 35 4F, FUTURE 8° STUB ! ~ M.H. 16 I U) I M. H. 5 — STA. +{t6s SOUTH , b„ pipe I F sI STA. 6+45 LOT 9 N g W STA . 2 +791 0 INT. STA. 0 +00 N S S S I/4 COR. SEC. 29 -4 -5 \AAA �e s ¢ "� STA. 10+98, 121 L STA. 10+98, 27 LT. 1 I CONNECT TO EX. 811 WYE •.. 278.46' v ,\ `FS9�\ 329.2 N. E. 44 th ST i ,1 awl lr F� Z s d CONC. STUB EAS 811 4. BEND ' t I :HOUSE 4 016 I -8" CALDER COUPLING 811 PLUG 1 �f I 8" PIPE I, 12 L.F., i L�iMP HOLE: �I EX. 8 O.D._STL- WATER MAIN l _ ._- EX. 6' 0.0. STL. WATER MAIN - rh �� Io r r I / ;` j ,1 1 �,nr .�., . :.:. . ` .. .,...; . :. , _-,. • _ te .. .aE,. � . ,. - ac..,v_ � : �' o `.•1.t . 1 —.=. .>,: =.� �Si Y •� .a , I a ,l ::r - rwa . t � fi.eiii ' — � . I I +.9 STA -: � • I�! HEM M I 50N f AS . EX 5Tu 3 i 5TUi3 15 Gr N " INT. STA. 13 +34.65 ' wST9. l Of 296.06 2 I w 5rp �r v Ll 6 <.F a II EX. B STL. F" EL I I ' I EX 8 D.I. AT 1 WTR. MAIN NI 1 STUB - 2 tr- STUB 25LF. 6 P/PF' vu STA• 3rj5 _. STA.a0o. ! . +r....- ,,145 L.F. 8 D.I. WTR. PIPE I NCL -52 (T.J.) 1 .1 z �� HOUSE . �.-. .: ., -�..� rt.�,� �- -,-� > �j1 2 -8 C.I. FLx STL -COUP. v' 4401 I- Q I, of DRESSLER w W r� l LOT 2 LOT I Q ,: > �I� \ _ w ;1i 35=- I zar�, " Q X \EX. METRO M.H. JONES AVE. E. z �I .wXl+l 18: PRODUCTION CO. STA. I0 +98 N l y 15 W w 1 e I 301 3 Ojl 14-1 -O I I J 30 30r v Cl 'SEPTIC TANK FAC WE TT 151 ti 0 +00 1 +00 2-x00 ; 34-00 4.00 5+00 6 +00 + + HOUSE SCHEDULE M.H. 16 STA. 6 +45 EX. METRO M. H. LAMPHOLE r STA. 10+98 STA. 11 +98 50 (HOUSE 50 M.H.S BASEMENT ELEV.46-18 440 45 / /s. HOUSE STA. 2 +79� ` L.VE 401 s e. 45 EX. GRADE -JONES - N:E —. MAIN FLOOR ELV. 45.08 40 INV. 41.00 40 8'• D.I. WTR 35 EX. GRADE _ � - -- - -- - - -- - - -- -- � i -- B,I PIPE. 366L..F. 30 \ INV 32.431 I S = 0.02341 ft /ft INV SOUTH 15" 31.84 — INV. 32.02 30 - - -0 SCHEDULE ti All 811 ,PIPE 100 L.F. 1 S= 0,01 ft /ft EX 811 STUB INV. 30.76' AS 4`r0 •y p ry p 12 MFTc.�, tot24sa1n�a �,°�.. .�z «Jf`,.7 �. - •mil C� -I8O L.I.Q. LC7`T VERTICAL SCALE :.111 =5• •Q,�s�����w� ` .A JONES AVENUE SANITARY. SEWER REB 9/20/74 REB AS SHOWN 3g� 6 6 T Y rU�O� UT /L /TIES ENGINEERING JONES AVENUE SAN /TARP SEWER L. /D. X84 S -/80 JULY 1978 WARREN G GONNASON ,0IREMOR Of PUBLIC WORKS *NOTE* wTUrw ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH A,P, W,A. U.&CA G•s SPECIFICATIONS. M .. ,r. s r iF ,