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HomeMy WebLinkAbout71STR2559U.A.B. 8-1105 (10) T LINE MATCH CONTRACT NO. 71a-09 VICINITY MAP a � 00 } L.I.D. 254,9 255, 256 SCHEDULE OF DRAWINGS I. VICINITY MAP & TITLE 2. PLAN PROFILE 0+00 TO 6+00 3. 6+00 TO 11+50 4 11 +5 0 TO 17 +50 5. 17+50 TO 23+50 6. " 23+50 TO 29+50 7 29+50 TO 35+50 8. 35450 TO 40+50 9. " 40+50 TO 44+50 10. 44+50 TO 48+00 11. 4 8 +0 0 TO 51 +74 12. STREET DETAILS 13. STREET LIGHTING 14. UNDERGROUND CONVERSION (ELECTRIC) 15. It 16. It 01109 71-STR -at40 SH- a ssq 110 105 95 ur Q Q + 0*00 — - - A i c ••i'f1 N130YW ;gp,.y aaeva �N:ovat •p, 3N3NV9.1V 9001 Rb c� aJNS3 T 13aan3)1 �J 111d0ad-NVId 'I 31V1d T— - T - -- - -- -- - -- - - - - t - - - - -- - - -- f - - - - - - - - — -- - --- - -- -- --- - - ---; - -- - - I--- - - - --_ - M - - - M .L --1 - _ - - - ---- — - - — h — - -- - — - ak - cr) - o -- a . M �... fi -._ - 1 -i I o - o o -- O - c� -- - - o —� -- -- - �3} -- 1 - p o - -- - -- �- -- - --- - - - --- - -- - - -- -- - - - - I -- _ - - --- - - .:. - -- f - - - L - -- - --- - - - --- — --- - -- - -7, ---- - —. t -T 4iP 110 — _• - __ _. _ l __ -- - -- _: - - - - - IST. CzRADE - -- NE ,i = GrR B€ - - --- - — EX C I. E. 9 9. 60 - T, E. 100.48 C B (5) T. E. 99,86 _--.--__ �- _ � -REM^VEr -- _ -- 4,r - 2 s T, � S IST^ 8' �wSEEVVE ._ _._.�—_.—._..—__ — —_ --- — —TOP EXIST I2` WATER MAIN TOP EXIST 2 WAT fZ MAIy a- --. ---- --_ - - - -- - ,r E X ST. 10 _ S 5 I_ I N ------ e _. -- --- N V I _.. ---------- —___--_•---_—._._ .. _. _.---...-------- —_ -I — - I _ EXIST S T (O S 5 LINE N r= CB(N) I.E I00. 40 24'ST 379 5=0.0064 I � _ CEO (N) I,E. 101.19 , CB (S) I. E. l00.68 -� I I.E 98.48to 95.98 CB(N) I.E. 100.60 I CB (S) I.E. 9 8.7 0 EXIT. 55 I.E. 98.55 C, EXIST SS I.E. 97.29 NI + 0 I- N m U O Q -- U 0+50 1+00 1450 2*00 2+50 3+00 3+50 4+0J 4+50 5-00 5+50 6*00 7. STA. 0+26 TO 11+73 EXIST. 8"ST. TO BE REMOVED. 1, STA, 0+14, 19 R ADJ. S.S. MH. 8. STA, 0+28, 17'L ADJ. W. VALVE 15, STA.9+61 � 0464,TELE. JUNCT, BOXES, 19, STA. 1+30,29'R RELOCATE END POST TO P/L. 24. STA, 2+25,22'L INSTALLT/PE I-C CB (I.E.)00.60), 2. STA. 0+14, 22'R ADJ W. VALVE, 9. STA. 0430; R14 L BEGIN CMG � S/V✓. TO BE MOVED BY OTHERS. 20. STA .I+62 SAWCUT 2'WIDE WALK 31 R 25-. STA. 2+34,22'R INSTALL TYPE I-C CB (I.E. 98-70L 3, STA. 0+26, CONNECT EXIST. 6„ 10. STA. 0+33,RELOCATE- FH TO STA. O+44(L). 16. STA- 0+94, SAWCUT CONC, WALK 4 CONSTRUCT CONSTRUCT STEP TO MATCH 51/W. 26. STA, 2--125 4 2*3,1- -5j-L ANSTALL E4 z 6 CONCRETE REINF TEES CCi LINE TO NEW MH. 11. STA. Q+42, 22' L INSTALLTYPE I-C C13(LE.99.bO)WITH IB'SUMP. STEP TO MATCH 5/W, (R) 31� 21. STA. 1+87, R CONSTRUCT 2SWIDE D/W 0PEN1NCr 27. STA. 2+79, L U.R TO 13E RELOCATED LY OTHERS. 4. STA. 0+26, 5ZL''1NSTALL M•H.(TyPE1-AI)Iz._STA. 0+427 22'R INSTALL TYPFI--C CB (I.E.99.86) 18"6UMP.IZ STA. 1+15, R CONSTRUCT 25' D/W OPENINCG. 4 SAWCUT D/W 36'R TO MATCH S/W 28. STA. 3+63, 22' R RC, FOR 20'R. CURB RETURN. (EL.103.02), (I.E. 9.5.98) WITH IS SUMP. 13. STA. 0+495 27'L SIGN WAS MOVED BY OTHERS. 16. STA. 1+391 V,R TO BE REMOVE-D BY OTHERS. 22. STA. 2+121 L CONSTRUCT 45 DjW0PENINCr 29. STA.3+83, 42' R P.T. OF CURB RETURN (EL, 103.06). 5. STA. 0+26, 2Z'L ADJ. M.H. 14 STA. 1+15, 28' L ELECTRIC SERVICE TO BE MOVED 23. STA. 2•+50, 22' L TELE. LINE TO BE LOCATED 6. ,STA. O+Z6, 22' L.4 R CONSTRUCT BY OTHERS, AUBURNPROPERTIESTO ", ' ST. AT TIME OF CONSTRUCTION. RAISED AC CURB, 4'FROM C Cz1(TAPERED). I !! 13 ! 14 Ig _ .IDS_ _ 10 I qwQ G Q •Q � ` ' 9�� I .'��.19Al2 •�-QV ��. 5_ V'Ql(� q ",Q � -rQ q- q .4 .' Q .. �` - � - .9 --, -Q� .• � ,9 •-q � .� Q 99 N �, q q Q - 0 b '� q !J 9 T J�4 B 5-�+.,�-,- , 7 T T T W 2 - VV I Z' -._ - �rr+wr-rr-s«.,+r<r-+..-++ _ ,3„++-.-r......�>.-.._ — _ 12� _ __-----r-r. Al.- 12" -- N - f 2 - W W :� �4 rA +*..,-Al . *.. . 3 � l ST , .. 8' ST�1., ST 244 ' r c -- r ST co Q tl + I— M O Q Q �I F— 2 L1 UI I BCD .4 .' q d d •'d �'-rC•"q �. '0` C 1 �• .� .�•. •. ,,. Q .q q. Q n� y r .,a �'u' .e q Q •1 q. G r p 9. - 12 a 1 31 ir 4' •V 4 Q I� Q; OLSON f 170 x jr iif x ova 37. STA.4+os 22r L INSTf1LL TYPE I-C Cf3 (I,E. 100.40).WITH 18"SUMP. x 38• STA. 4- 17, 42' R INSTALL TYPE U-C CB,(I.E.100,48Y 18�' SUMP � 10" STUB TO 5, , 39, STA.4+17, 42' R P.C. OF CURB RETURN (EL .103.08). 40, 0TA. 4+18, )5` L ADJ. W. VALVE, SOUTHWAY 1 LUMBER 41. STA. 4+20 L U.P. TO BE RELOCATED BY OTHERS. too 70 42. 3TA.4+37 22' R P.T. OF CURB RETURN.(EL,103.16), 30. 5TA. 3+83,4 4+17 R RAISED AC CURB 4 FROM C � C, TAPERED, 31. STA. 3+831 42 R INSTALL TYPE I- C C B (T. E. 100.68) WITH 18' SUMP. 32. STf,. 3-84, 20' R ADJ. MH CONSTRUCT 10 LINE C S=C.004, 24'T0 S0. �` PLUCK .(M•H,I.E.98.5` 29th ST. S. E. -73. STA. 4+00, t 29ih � 6 ST. INSTALL MONUMENT. ?4, STA. 4+007 60 R SAWCUT EXITPAVIN64 MATCHWITH NEW, 35. 5TA- 4+051 52 L INSTALL M.H. (I. E.96.48) TYPE I -AI INITH IBA SUMP. NOT E: 36. STA. 4 +041 16' L REMOVE EXIST M.H. I. TELEPHONE (600 4 900 CABLE) LINES AS SHOWN, ARE APPROX. LOCATED ON THE PLAN, WITH AVERAGE DEPTH OF 2.4"-36,: W C6 CIO } ST 2 w Lli 4 J 55 19 SS — 0 - I 'IQa ,�y; 4 9.a; U �, ` �r . - a - a •a q a a • d 4 v C .q , q Q .L. -9 �� I 391 WIL SON 170 143. STA.4+751 28' L TEL, CABLE -- ---- - -- 144. STA. 5469 L RESET F. H. 3 DATE NO. REVISION BY L46, STA. 2-+22, R CONSTRUCT 19' CITY OF AUBURN WIDE D/W OPENING A,« �4 ^^,11vGTON 47. STA, 5+82, R CONSTRUCT 25' ST. IMP. NO. 123 WIDE D/W OPENIN(i 48• STA. 3+86 R 4" TRAN5ITE WATER. U.A.B. 8-1-105(10) LAD. 254 EXACT DEPTH AND LOCATION UNKNOWN. OWNER "SOUTH 29th ST. S. E. (A1'to"R") AUBURN CzARDEN5 WATER D157RIGT F� 1irv� !rIE�■ DATE C R Cz rAWN PAVING, C81G, STORM & S.S., SIDEWALK R.L.H. G.A.O. PRr ^'�J rrTG. A.O. SVERTU 1 25 c Q : _�< L� APRIL 30, 1971 1v _ I CONTRACT NO. 71-09 71-STR-2140 SH-2 J _ I10 IDS 100 _95 <g3N3N V9'1V SOOL Bb '00 V3M 9 1334f1371 ----. - -- - -- - - --+- r== _ _ - - - -- - -- -- --- - ---- ---- - _-_- --- - t --1 - _ - -- - - - --- - - -- +-- --- -- -- - - - -- -- -= t - - r - - - - -{ - - - - - --( -- -AW --- -- - _- —F-- - -- ---- ►� - -- ----- + - ---- --- — - -- . - - r - - -4- --- - -= { — - ----- - _. -- — - - - -- o - --- - -{ - --- - - --- - - - - - _ 1 - - -- -- --- -- -- --- a-- - - - ----- '_ - - ---: - - aR --- -- = p 1— - - �' - -- - - -- - -- - -- - - - -- - - -_ --- }I - - ' - - - - -• -� --- O -- --AL- - - --- - -1 -- --- - r - - — - - - - - -- - - - -- - - --- I - - - ----- - — - - -- - - - - - - _- r - r _ } -- - - -- -- - -' -- - -_ - t r- +� - -- - - -- + -- _ -TI-- - u t - - - _._ _._. i + -- t - - Lu—..-- __ r-- r ' _-200V.C. EXIST. ¢ --- - -- _ - - - I - - -- t -. _ _ � -- - _-_-- - --- _ --- --- - --- - -- - � --- I - Cz RA D E N E Vd � Cc R A C+= C13(5) I. E, 104,14 I EXIST, 8" ST- SEWER (REMOVE) _ G B (S) I, E. 10 4 14 - -- r 2 1" S 4C0' a 2111 ST 383'=0-004 s- -INV. EXIST. Iy.. SS - B (Nj I. . C B (N) C S (9) I.E. 10 1. 19 I.E. 101.18 -' -- _ -- T.S.:—" EXIS I - M H I. E. 99,79 Lo ..1- _. 1 _. -t-- I I �__ i i.___.I _��� .-.. _._ r.l - O - 6 - -1 -II� --- L - - --- - I - - - - Q U i —- I U_ - 6- O0 6+50 7+00 7+50 8*OO 8+50 9+00 9.50 �— EXIST, 12" WATER. /V1AiN EXIST, 10' SS- _LINE' = - 0 _ - -- m — CA U V - -- - -- —1 _ — 10-00 10+50 II*40 I. 2, STA, 5+00, STA, 6+00 EP' 6+ L INSTALL !05, 5-PINSTALL' TYPE I-C CB (I.E. 101.19), 18'SUMP. 7. STA- 7-63, 22' R IN5TALL TYPE I-C CB (I. E.104.14). WITH 16"SUMP 14, STA, 7+951 20. R ADJ. M.H,AND CONSTRUCT IS' CONC, S.S. TO 5. 3, STA. 6+051 22' R INSTALL �4 x6 _CONCRETE REINF. TEES. 8. STA, 7+63, 22' R P.C, FOR 20 RAD. CURB RE T URN.(EL.106,16). FOR 27' S =0,004 M H I.E. 99.79. (PLUG END OF PIPE), 4. STA. TYPE I-C Cl3 (I.E, 101.18) 1SUMP, 8 9, STA, 7+63, 4-?' R P.T. OF CURB RETURN (EL.106.74), IS. STA. 8+00, � 29iH � ..C" ST. INSTALL MONUMENT. 5, 6+09, STA.6+31, 24' 26' L L U,P TO RESET 2" 13E REMOVED 13Y OTHERS. rALV. WATER METER. 10. STA. 7+63 � 8+17 RAISED AC CURE 4'FROM C 4 Cc, TAPERED. 16. STA. 8+00,75'-R-5PADECUT EXISTING. PAVING AND MATCH WITH NEW. 6. STA. 7+291 25' R REMOVE 10 TREE. II. 12, STA, 5TA. 7+88, 25' 27' L U.P. TO BE REMOVE_}O 6Y OTHERS, 17, STA. 8+051 5Z L IN5TALL M.H. (I.E. 101,12) AND CONSTRUCT SC' OF 7+90, R REMOVE SHRUB. Id' ST, S, PIPE TO THE S. 5=0.003 t(M.H.T,E.102.50 FOR 10'), 13. STA. 7-70, 32' R REMOVE PLANTER TO STA, 7+76• AND PLUG. (M.H. TO BE TYPE I -AI WITH 18" SUMP). 1161. 91 B DAY l 5 60 NOTE: I. TELEPHONE (600 900 CABLE ) LINES, AS SHOWN, ARE APPROX, LOCATED ON PLAN, WITH DEPTHS AVERA&INC.z a 4!'- 36 . W vi cn U 1 QC1. 9-5 11+50 I8.5TA. 8+05, 22' L INSTALL TYPE I-C CB (T. E. 104. 14). WITH 18"SUMP. 19.STA, 8+107 15' L REMOVE EXI5T. M.H,(SALVAGE FRAME 4 CRATE, 20. STA. 8+)8, 20 L EXI5TINd 12 x Iz x 6 M. J. TEE 4 PLUCc. INSTALL 6"NI. J. CcATE ' VALVE AND EXTEND 6" C. I- PIPE 54: ,SOUTH WITH 2' BLOW -OFF AND BLO. CKINd 21,STA• 8+17742' R PC, FOR 20'RAD, CURB (RETURN (EL,107,08). 22. STA. 8+37, 22'R INSTALL TYPE I-C C[ (I.E. 104, I4), WITH 18`5UMP n u 9 z z 0 0 .� m m o Z 0 s A > D V -IrrC z:l< gmor*i xx o _ nmn I I I �*• 51H. 0+01, Z1 L ADJ. VALVE BOX, 29. STA, I0+30, 22' R IN5TALL TYPE IC CB(I.E,105.20)18`SUMP). - �I 25, STA, 8+907 32' L SPI?INI<LEIz HEAD, TO REMAIN. 30, STA. II +06, 27 R REMOVE 30" TREE, - 26.7, STA.. O-F20 23' L U.P• TO BE REMOV�P--By OTHERS, 31, STA. 11+15`, R SAWCUT CONC. WALK AND CONSTRUCT ( � 27. STA, 10+20, 22' L INSTALL TYPE I-C CB (T.E.105.20). 18 SUMP I STEP TO MATCH $1W, DATE NO. — REVISION BY 28. STA. 10+20410+30,5ZL INSTALL 21x8 CONCRETE REINF, TEE5, 32. STA. 6+17, R CONSTRUCT 23'WIDE pfW OPENING. j1�Zv �� ������ KLiNE 33, STA. 10+19, R CONSTRUCT 20 170 ` WIDE l�7/UU OPENINCc, CITY 29th ST. S. E. ATE VCR cid AUBURN WASHINGTON ST. IMR NO. 123 U. A.B. 8-1-10500) L.I.O. 254 29th ST. S. E. (A to R") PAVING, C 81 G, STORM S.S., SIDEWALK R.L.H. G.A.O. DRAWN G. A. 0. >CA, HORIZ. I"= 20' 3 -_ VERT. I"= 5' APRIL 30, 1971 16 -- -- ---------__---_----_-__ _.-__._- CONTRACT NO. 71-09 71-STR -2440 SH-3 g /10 I 7 > Q Ld - - - _ r --1 - --- -- - - EX 5T, L - NEW 'E GRAD 1 � jr- — — STOP EXIST 12rCI WATE -- ---- - --- .. EXIST 8 ST, SEWER - I r. 0 m _ i _ - - _ r -- - r -- - - - r 1oc' V.C- t i =_j r CB (5) T,E, 107.90 TOP rX,ST ? \14� < + _ _ .. IF Art _--- - Az _ - ---- — - -- — --- - 13-OG ,—__-- ---- -- _13+54�-'----- 14*00 I4+50 _ +00 IS+50 I. STA. 11+551 L EXIST. D/W TO BE ABANDONED AND $ 3. STA.11+55 22' R P.C. FOR 20 RAD. CURB RETURN(E-.108.06). S. STA. II+99 18' L EXIST 12-A 12x 12x12 CROSS_M,J.4 PLUGS. INSTALL 12x6 REDUCER I OF NEW D/W TO BE AT STA, H+33(SEE SHEET ). 4. STA. 11467 24' L U.P. TO L3E FEMOVED= - BY OTHE '5, AND 6••_M.J. GATE VALVE. EXTEND 6'C.I.PIPE S¢ WITH 2'BLOW-OFF 4 BLOCKINICI`. 2. STA, II+55) 22'R INSTALL Ty PE I-C CB (1. E. 105.20)l8SUMP. 5. 5T'A' II+73, 15' L ADJ. M.H. 4 PLUG TO THE WEST. 9. STA. 11+87) SZ L INSTA LL M. FF., TYPE I -AI (LE. 102.65) WITH I&'SU�Ysi? I 6, STA" II+75, +2'R PT OF CURB RETURN (EL.108.52). 10. STA. 11+87) 22'L IN5TAi_L TYPE I-C Ci3 (1, E. 105.30), WITH IS" SU/✓I,p 1161.91 1 30 7. STA. 11+75, 12+O 42' R CONSTRUCT RA15ED AC 11 . STA. 11+87, INSTALL 5!' OF 10"CONE:. ST, 5. PIPE, 5=0.003 M.H. T.E. 103.15 PLU(). AUBURN PROPERTIES I CURB 4- FROM - C � GcJAPERED. 12, STA. 11487160'R SPADECUT EXIST. PAVING AND MATCH WITH NEW. 13. STA. II+87, 15'L INSTALL 10x 8 CONCRETE CROSS TO CONNECT 10 CB LINE VALLEY HEALTH CARE AND EXIST. 8" STORM LINE, 31, 0 VALLEY HEALTH CARE � � 3 r T T - Op T _ _ ST. — �' — ST-- B — ST -m ----- 18"vT 3 3 4' S = 0, 0 04 ®�W -100 _1 — -- - -- - 16-00 16+50 17+00 17-50 14. STA, 11+9?_I 9) 1- P-9+H. £ D" ST.5.E. INSTALL M0NVM,ENT. 15. STA. 12+06, L CONSTRUCT 20' WIDE DIUJ OPENING AND MATCH DIVV AT 35 16, STA, 12+Ou) 21' IR A0J. M.H. 17. STA, 12+09, 42 R P.C. FOR 20'RAD. CURB RETURN (EL.108.58), Ie. STA. 12+23, 22 L RESET F.H. 19. STA, 12+27. 23' L REMOVE 3"TREE• 2O. STA, 12+29, 22' R PT. FOR CURB RETURN, (EL.108.50). i n / I cr} ST �T 21 ST 21 i ST j' 18 4-- / — -4 I -- Z / 14 v1 — _ z = - I6 I 2 O 10 gVrTERFLY VALVE f- /� 9 ;w�Q lV=b 1a,•Q _/Z IT� F- W lu cn IN / Lo W Lu LLI Z J 2 U CQC / p ^� \ r , ^ - - ,-; - - r v _ 'y9-' i� IQ, e,` \ ,• r rQ , ..q . - .� tl `,Q. ,Q, r, Q ti� ;.o,� . q \ , v, r �. 'G �d q,`Q I - Yrd 1 q'rd r.4 �•-„1141�. Q � Q I`V U r �,_I �. Q.`I v'r.-_^� a�d ----� _ ` 9 G �_r .J 1Fi^',. "O Q.gbA ���. \4QQ Q� � \ •Qc 4 df_- \ �'Q rah __.Q r.-- r —_ Q_ � v < 20 4 6 I j 6"G.V. 10'6 f� 3 C• . I . 5 Y PAS ` �—��sTTL �2."C.O R P. 1293.4421. 34. STA. 16+36, 31 L CONCRETE SLAB, TO REMAIN. --- ------__.- STA. 12430 22R INSTALL TYPE X-C CB (I. E.)05.) 0)1 18"SUMP 28, STA. 15+37, 29, L . JUNCTION BOX, TO SE MOVED BY OTHERS. -- 22. STA.13+43, 25' L U.P, TO BE R>:MF0FV. 0 BY OTHERS, 29, STA. 15+20, 5y L I STALL TYPE I -AI M. H. (2.E. 104.18), I8'SUMP• 35. STA, 17+07, 23' L V.P. AND ANCHOR TO BE REWaVED- DY OTHERS. �_—_ - — _ 23• STA. 14+32, 20' R RELOCATE VAULT WATER METER5 30.5TA. 15+20 22'L INSTALL TYPE I-C C5(1.E,I05-.20) 18"'SUMF 36, STA . 15+98 I4 L REPAIR ST SEWER CONNECTION. DATE No. R>vlsioN 8Y TO ONE FOOT IN BACK OF SfW,(EEE DETAIL PACcE 12.). 31. -STA . 15+31, 22'R INSTALL TYPE I-C Ca(I.Er1C7.9L)�, 18 SUMP, 37,STA. 12+50�, I4'L REPAIR 2 SECTIONS OF BROKEN PIPE. CITY [� OF AUBURN 24, 5TA. 14+62, 2.9' R REMOVE 16" TREE. 32. STA. 15+-16, L CONSTRUCT 4-5' WIDE D1W OPENING 38. STA" 16+271 L CONSTRUCT 35' D/W OPENING, MA1TCi-4 AT 33' 25..STA.14+58, 29g'K 18"TREE TO BE REMOVED. AND MATCH D/W AT 35' 39.STA. 14-29, IS'L REMOVE tP-"aATE VALVE AND CONNEGTC0 tprAtlIAtr�GT(1N 26. STA. 15+17, R CONSTRUCT 25'D1W OPENINk, MATCH AT 37' 33. STA. 15+65 TO 18+IS SAWCUT AC 31' L. (SLOPE 1.1 TO TOPS/W), EN05 OF PIPE WITH 2. DRE5SLEP, C4UPLING5. 27. STA. IS+17, 23' L U,P. 4 ANCHOR TO BE MOVED BY OTHERS. 40. STA, 15+911 19'L ST. IMP. NO. 123 NOTE: I. 2-" GAS LINE, AS SHOWN, IS APPROX. LOCATED ON PLAN) WITH AVERAGE DEPTH OF 30 -36" 2 TELEPHONE (600 4 :900 CABLE) LtNrS, AS SHOWN, ARE APPROX. LOCATED ON PLAN, WITH AVERAGE DEPTH OF 24"-36 29th ST. S. E. U.A.B. 8�j-11.105(�110) L.I.D. 254 4E e .�.�� WASy�ryL/Ash G 7t11 s3� S. E. ("A' to I. Rrl) S. PAVING, CMG, STORM Ek S.S., SIDEWALK DESIGN. R.L.H. G.A.O. APPRC i., H.ET - D; S- 9-7 HOR4. DRAWN_- G. A 0. ^--- VERIT. Ir = 25 r 4 SCAT, E " 16 O � CHF. •'= ^C12 �. _����ti ncT- APRIL 30, 1971 Z Z -vl 0 0 T7 m �I o m CONTRACT NO. 71-09 71-STR-2140 SH-4 - -� - - r- -a - -' I-- - - - r i -t- I r I � f � r 1 -- - T__ N - - - - - -- t - OD v ti t I _I - t - a r - to�.. + IZ© 115 I]O 105 'Y'S'r1 Hi ](1YW _,;uaaava cauvai�3N3N V6lV 900L 8b 311dfl?Jd-Nt/ld 'L 31b'Id I ---- Tr �- -- --- -- --- 1 r ter- ------.-..--------------------------_.--" -- -'----�---._ .. � -- - r r I t t I i I z Q - i � _ _- _-.__ ---- -- ----- --- --_ _. Q _ ---- .__- ----._-j----- --- ..- - - - C7 -- - - _ _y - - - - ---- -- - - - CT r 1 I - + - _- { - --- --- --- -- _..1_. — - - - - t -- - ' -- - - lii v1 --- -- - - - -- - - r r �- - - - - -- -- - I r � -r � � � r � f- [ �{ 1 � � i i � � i � � - ri- 4-7�iT-- fa -- u;-- -- -. - - - n.. NI U.f -I - - -- EXIST 'L GRADE NEW ''E a A - _ - - -- - 1 -- — -- - 1L x � v) : ---- x z — - - - ul Lu - 12' CI WOaTE� MA'N�(EXi�7) 1- - _ — _O Y CB (N) I, E, 109.60 S II. E. f 13.5 O -- - -- - - 1 C.B N I.E. 110.0 4 -- -- - - CB L.E 1121.00 _ I -110 r ----- --CE 1I0.64 j-EXIST. 10" STORM 5EWER� 18" s T c 334, 5=0.004 8" S S 317' S = O.00 4 lUS _... - � - - -. \ _ -... `� 7, cJ.=a.004'_/ _ Ei}.5T. 3T, b F- 10 a. �2 - NEW S S L E, 1 O 6. 3z0 - S S I. E. 1 0 7. 7 9 T, l O C., 6EXIST. 55 I. E. 10 NEW ST, LE. -�--=� I 8 S S 31 I S T. S I. __ . u 7. 9 5 c 7 -- -- EX I - - - - 7 : - 4 - - - - --_- -- --- - -- - - r- - - - - co + + + -- -f - - { + - - --- -- --- --- -- I f - _`- - - - - - - - _ -- - - --- - - — ------ ----- - - -+ - 1--' - - --- ---- - - -- I i--- - Ul - - 17+50 18+00 16,5' I 19+00 19-*50 20+00 20+50 21+4 y 21*50 22+00 23+00lid LOWER EXIST. 12" WATER MAIN 18" I, STA. 17+681 27 L TELE. CABLE MARKET{. I 5, STA. 16+001 22' L P.C. FOR 20'RAD• CURB RETURN (EL.112.54). 12 . STA. 18+57160'L SPADECUT BITUMINOU5 PAVEMENT AND MATCH WITH NEW. 18, STA. 18+797 .5 L INSTALL TYPE I -AI M.H,(I.E.105,5-2)WITH IS SUMP, 2, STA. 17484, 271- REMOVE 7"TRE.E. G. STA. I6*39, 2E' L ADJ. WATER VALVE BOX. 13. STA. 18+60, 1' L ADJ, AA,H. (EXIST I• E, 103.32). 19, STA, 18*79, 16'L ADJ. M.H.(EXIST.I.E. 107.95) CONNECT TO NEW M.14 3. STA. 17+971 23 L U.P TO 5E REMOVEID BY LLJ - I 7, STA. 18*40 42' L P.T. OF CURB RE T UXN! (EL. H3,04). 14, STA_ 18-�601 R 4- GRAVEL D/vv, MATCH AT 35 R. (25' D/W OPENIN6c)- 20, STA. 18+86, z3'L U.P. TO BE MOVED BY OTHERS. OTHERS. - cU S. STA. IC+4G� 42' L INSTALL TYPE I-C C13(I.ENO.04) WITH 18" SUMP. 15, STA, 18+741 42' L INSTALL TYPE I-C CB jr.E.109.80)VVITH 18 SUMP. 21. STA. 18+86, 25'R U.P. WITH ANCHOR,33'R, TO BEREMOVEDBY OTHER5 * R AT F . + 4. STA. IS+IB, 23 R CcUy POLE WITH ANCHOR 9, STA. IS+43, IS' L ADJ,. WATER VALVE BOX. 16, STA. 1B 74, 42, L RC. FOR 20 RA3.r. CURB REr J..i� (zL, 113.04). 22, STA: IS SS, 24 L-RELOC E .H TO STA IS 9.5 29'R TO BE REMOVED BY OTHERS. 10. STA. I5+572aINSTALL MONUMENT (4 29th.�'F"ST, S.E.). 17. STA. 18+66, 5T R INSTALL S.S. M•H."I2TYPE I-Al,(IE. 106.52�,CONNECT TO 2.3. STA. 18+90, 30'L TELE, JUNCTION 5OX. 3 IZ/ I it 1 II. STA, 18+40 4 18+ 74 42'L CONSTRUCT RAISED AC CURB 4' FROM C �, Cc) (TAPERED), EXIST. M• H. AT TOP OF BEtVLFI (CF111NN l�j'1 �'a o m 6 1 CZ) RASE .SIT 120 SAoR)oL = z 7 �! L6 •\� 'I 10,4oYtl1 AUBURN IONVE<_�'ORS 1 6 C�'� }a�` :48 Y - I \ O O 1 3 8 f ., ( / ., 53 ��. I o o I z. 30 0 a, 3 39? t!j fi _ i j a - �R2 i 2 5 6 2 6 EJ �1� a d c o a • m N-- -- - -- -o - - -- - o -. ` d 1 , q V) �Jc y m r \ '4 \ 9 ` Q 'Q.-9. ._S r �' Q Q q r'� �� Q , , r 4 a iO 9'Q 9 r ' - ,q '{ ' -. �i.•�' - I d �• Q' l� W 900• , T 900 rQ - T T „ "'T'_'"_.� T -- T T "-'E E"9 — -- T „ T J v 1 - 600- Ul 12 �I W 10 • 2' cJ( W l0 2 sU r ` W T 5T W • W 3� - -%� 19 --- -771;O— q - U7 `_hu W IT"T�7TT7 D 3 -/- TI - l7 W / u7 13 c� IS / / cn ST I8 ST IB' 5T IS ST 18" ST W 1 mm g,� 5_S 8, i ;, 5S 8 , % / to to , — - Z 17r1l 4J SAS 33."�EF�z� - I: 0 2" T_ o - : Q 0 ROHR NOTE ffAl 2-4, STA. 18+74, 2-21 R INSTALL TYPE I-C C13 (S.E,)10.60 )WITH 18"SUMP. 1, 2"GAS LINE, AS SHOWN, I5 APPROX. LOCATED ONSVU''���REVISION BY 5, STA. 18+94, 22`L PT• OF CURB RETURN(EL, 113.10). PLAN, WITH AYERA&E DEPTH O!= 30(� 29th ST. S. E. 43. STA. 22+60, T_ ''ONCRETE D/W, SAWCUT 34L AND M;ITC i, D/W OPENIN& 23OF /�' 1�t ,�Rt6, STA, 19+63 TO 20+00 25' L REMOVE HEDUE. 2. TELEPHONE (,600 4 900 CABLE)L.INES, AS SHOWN, 44. STA. 22+80, 23'L TELE, JUNCTION PDX. /I U UJ N2-7. STA, 19+88, 31' L SAWCUT 2'CONCRETE 5/W � CONSTUCT STEPARE APPROX, LOCATED ON PI -AN, WITH AVERAGE 45. STA. 19+55, L CONSTRUCT 6SIDE SEWER 33'L 4 PLUCz,(DEPTH 5' ).RN WASHINGTON 28. STA. 20+IO CONSTRUCT 20'D/W OPENINrt MATCH AT 35' L. DEPTH SEINCx 24`L36". 46, STA. 2O*,59, CONSTRUCT 6" SIDE SEWER 33;L PLUG, (DEPTH 5' ), z9. STA. 20+66, 23' L U. R TO BE REMOVED BY 07HER5, 47, STA. 22*lO, CONSTRUCT 6" SIDE SEWER 33 L PLUCc, (DEPTH .5' ). ST. IMP. NO. I23 30. S7A, 20+801 28' L RELOCATE W. M, 48. STA.21'*15, L INSTALL 3q"VVTR. SERV. WITH METER BOX LOCATED IN 31, STA. 21+18) C GRAVEL D/W, MATCH AT 32' L. (CONSTRUCT 20'D/W OPENING). 37,STA. 21+86, 89' L PENCE HA5 BEEN REMOVED, PARKING STRIP AND EXTEND TAIL PIEGE TO P/L. U.A.B. 5+00500) L.I.D. 254 32, STA. c1+22, R (z RAVEL ID%/V, TO BE ABANDONED. 38. STA. 21+90, SZ L INSTALL ST. M.H. TYPE `I-AI,(I. E. 106.76) WITH W'SUMP• 49. STA. 23t(7, SAME AS NOT: ""�4.8. �r er u 33. STA. 21+67) 32' L S.E. CORNER 6"x 6" CONCRETE CURB. TO REMAIN. 39. STA. 21+90, 22' L IN5TALL TYPE I-C CB(1,E.112.00)WITH 15" SUMP. 50• STA. 83+22, CONSTRUCT 6' SIDE SEWER 33 L � PLVCi, (DEPTH 5'' ), 29th ST. S. E. (rrA #0 R ) 34, STA.. 21 - 74, L CONSTRUCT 3.0' WIDE D/W OPENING, BACK OF S/W WILL MATCH D/W. 40. STA. 2)+90 2 2 R INSTALL TYPE I-e C B(2,E.113.60) WITH I SUMP. -5), STA. 23+38, L CONSTRUCT 23 DIW OPENINk, 35, STA. Z1+61 , 31' L S, END 6"% 6" CONCRETE CUR13 EXTEND TO BACK OF 5/W. -I• I , STA• z2+24, 18' L ADJ. M.H• (EXIST. T. E. 108,62). 52, F PAVING, GBLG, STORM & S.S. SIDEWALK tt � > %q" ° ' I` 36. STA. 21 +83, 5 R. INSTALL S.S. M.H. 2, TYPE I'AL L_E_.107,79). 42, STA. 22.+35, 23' L U.P. TO BE OTHERS. 53, TA. 19 63, L RESET WATER METER � ' _ i:e irute R.L.H. G.A.O. >0'r-NiHOR_ . M DATE5-9fly DRAWN -- G. A.O. SCALE. VERT. I"=25 5 - C CHECKED YZ� r.t DA APRIL 30, 1971 16 CONTRACT NO. 71-09 71-STR -2140 SH-5 •vs n n, oavrr 3N3NV6-la B004 et, •0:) aIM3 V taddnTA „ 311d08d-NVld 'I 31V1d " ___..._._. I -; - --' -- - - - j�- ---jr -- - -- -+ - )J{f' - -- - L L - - Q - 1 r -1-- rD - r - - V -- - - _.__-F__ __-__'__-_—`--._--_ �"--_.___.-�._.- —____ --. _---_-.__-- _ —.. __— — -_. - -- r -r - - - -t -; �- - - fi - — -- - - - -- - -- -- -- - - - - _ .- - - -- -- -- -- - -- _ - a - --I- - - --i -- - O - --- --- -- i I r N N - I - - - - - - -- -- ----- - I_. - _ - - - - - -- -- + -T _i— - - - {r I}j ---- --I ----�--- _ - -_ I I NOTE T 4 - - - _ 2 �- LINE AS SHOWN Is AP. ROY. LOCATEDT ON RLAN - -` °� WIT AVERA(zE DEPTH QEINCz 3c { -- - - -._ _ -._... ---- T --- -- --- -- I -- - - - -- - - I -- - - -i - _ -- N - - N ql -- -- ---rt -- -- - a _-_.TELEPHONE 600 900 CABLE LINES AS SHOWN ARE APPRCX. - r 1 T U 1 - -_ _____ -. - _. �?._.__ -_- __ . - _ -_I — _ ro 7 ` _ C / �._ -�- =- -- } - -- - ----T- TI— I - -7 _-_-- -- - - - --1-- -- - LC3 AT ON taLP,td WITH AVERAGE DEPTH QElh�tz 24 36 -- - - - - - - - -- - - - - --- -- - T- - _ -- - _ I + -I- - --- --- -- - 3, S 2 6 + 6 3 TELEPHONE 3 , C , - i P L CROSSES --- + -- t- - �- F - - T -- - TA ( RV 00 R) LINE - --I =-} -�- - -r-- -- - ----- - - ---- --- - - - - cn -- - - i ut -' L1 -- - --- STREE r : I - - I --- -- -- t- _--- , -- -- -- I - 7- - --4-------- ----- - - -- - ---- -- - - - - - - -- - I - t I - z z -0r 8 - +0. g Oc) V. + ma T_ -- - -g r- - - x m _T W - - - -- ---, - -- --- - - . - ---- Its 110 -EXIST, �E URAOE AA -CB (S) i.a, III.:_ - C B (N) 1. E: 116, ?C' t _ 1 - - - — - _- -- J�� zoo Z I I - o 120 ! c B (N) r. E. 113. s 0 F Ex ST. SEWER IG LtCt I s=r�,aa- I O5 _. - - - - rt v - _ + I NEV'J I I.E. 108.74 COCOI NEW SS I,E 110.50 - --t -T- -- -r o m T I -, - - 1 ----- -- - - NEW 5S 1,E 109 06 p n EX?5I ST. I. E. 109.43 - -- -- - - + - lv - - of --- J 1 23450 24400 24i50 25+00 25"+5r: 26 G 26"50 27»OO 27+50 28+00 28*50 29+00 29*5u I . STA, 23+55, 29'L REMOVE 14" TREE. IT STA. 25+25, T GRAVEL D/W, L. MATCH AT R_,(I86PENINk)28, STA, 26+83, 29'L CONCRETE PROPERTY MONUMENT, TO REMAIN. 32, STA, 26+97, 1- 12'WIDE CONCRETE D/W, SAWCUT AT 37'R.(17'OPENIN(r). 2, STA. 23+78, cL CONCRETE D/W, SAWCUT 4 MATCH 34'_L(20'D1W OPENINCZ 18, STA. 25*471 22' L INSTALL TYPE :T-C C 5 (1.E.113.50)18"SUMP. STA" 26+831 32' R T ELE. JUNCTION BOX, TO REMAIN. 33 , STA. 27465, 'L 21' WIDE A C D/W, SAWCUT 36' R. �26' OPENING), 3. STA. 2_3+96, 2.5' L RESET %y' WATER METER, 19. STA, 2.5*40, 23t ' L F,'H: (DO NOT MOVE), 30. STA, 26i85, 23, R U.P. � ANCHOR 29'-R WITH UNDERCIROUND - 34. STA. 25� 7+6, GRAVEL D/W , -MATCH AT 35 L.(STA.27+68 FOR 30 0)L W OPENING). 4, STA. P-3�-991 26 R REMOVE SMALL TREES. 20- STA. 26+39, 25 R REMOVE I it TREE, SERVICE TO SKYLARK VILLAGE I`_` i3E REMOVED6Y O,H-cF,=, 35. STA. 2_7+761 4L 9 WIDE CONCRETE DjW, SAWCUT AT 31 L.(STA 27+68,�30'D/WOI'ENING).L 5, STA. 24+14, 2a'L REMDVE S3HRVL5-,,(MAY BE RELOCATED), 2-1. STA. _26+59, 25' L RESET 314 WATER METER. 31, STA, 26+88, 22' L TELE. JUNCTION 5CY,CTO BE MOVED 13Y OTHERS). 36. STA. 27+85, 2E.' L INSTAL-L TYPEI-C GB, /J.E.115.50)WITH IS"SUMS? lzo 32.46 135 I 70 , I65 765 SAORIRIOL STORER I STORER I VY THOMAS GRIM _ HODSON FISHER - I�I I I 13 I 17 �! I id f� W 4) i­_ LrJ LLI w w z Q ZE ROHR I? S3. 44 6, STA: a4+25 TO 24+82, 25'L REMOVE PLANTER(WITH TREES). 7. STA. 24--+34, 29'R NEWSSTAND TO- 13E MOVED BY OTHEiRS. 8. STA, 2,4+80, 23' L U.P TO 5FIKEMOVED I3Y OTHERS, 9. 5TA• Z4+82, 23. L TELE. JUNCTION BOX TO REMAIN, 10. STA. 25 +15 5Z' L INSTALL ST M.H., TYPE I -AI (r.E.107.56) WIT IS'5LI 11 STA. 24 -+-70, CONSTRUCT 6".31DE SEWER ,TO 33'L ;CND- PI.UCJ;. (DEPTH 6'). 12. STA. 25+15, RE' R INSTALL TYPE I-C C5 (T-E,115,50 )WITH IS"SUMP. 13. STA. 24+97, 4- GRAVEL D/W, MATCH AT 35' L. 18' WIDE D/W OPENING. 14. STA. 24+10, CONSTRUCT 6" SIDE 5EWER-_70 33'L_ IAND PLUCt. (DEPTH 5'). 14A STA. 25+15 EX)ST MONUMENT, -REPLACE WITH NEW. 15. STA. 25*00, 5y R INSTALL 5, S. M,H,X3 (T,E,109.06)TYPE IAI. 16. STA, 25-r09; 15'L ADJ EX15T MH. SAORIOL 6.04 55. 5AORI0L ea 56. 57A,26+32,CONSTRUCT 6'S.S, 33'L � PLUG)(DEPTH 5'). 29th ST. S. E. 57, STA,28+41}CONSTRUCT 6"S,f, 33'13Q PLUG,(DEPTH MAX). 58, STA, 29*06,CONSTI RUCT 6" SIDE SEWER 33'R 8 PLVCz,(DEPTH MAX.). 59" STA. 29*40,CONSTRUCT 6" SIDE SEWER 33' L � PLUG, (DEPTH 5'), 60. STA. 27+20, CONSTRUCT 6" 1 SEWER 33'L � PL.UO,(DEPTH 5') 22. STA. 26+591 28' L REMOVE PLANTER TO FE.. 23. STA, 26 -1-61 , 28' L SAVV':.UT 6''W)DE CURB AT R_. 24, STA. 26 *65, IL 8'WIDE CONCRETE DIW, SAWCUT AT 37' R.(26' WIDE DIWOPENING) II STA- 26+70, 4- 12' WIDE —ASPHALT DjW, SAWCUT AT 37'L , (25'D/W OPENIN(z), 26. STA. 26+75, 28' R RE:ET %4 WATER METER.:___ 27. STA. F-6+831 22' L U.P. TO BE REMOVED l3Y OTHERS. 5 K Y L A R K - •,, ° III ------- - —.. ---- — - `•`' ,', L `" 'a' ' ---- DATE —NO. REVISION 8Y 37. STA. 27+85, 5z L INSTALL ST. M,N, TYPE I-FlI (I. E. 108,74) WITH 16 SUM(? CITY y AUBURN38. STA. 27 *E55, 2 2' R INSTALL TYPE I C C fi (I. E, 117, 30 )WITH 18" SUMP. ., 39. STA. 27+67, 27'L REMOVE PLANTER TO RY-, A1.1P1_1RF:.! '.NAlgH,1NJr.T()Nl 40. STA. 28+06, 29' L SAWCUT S/W 31'L AND CONSTRUCT STEP. ST. IMP. N0. 123 4-1 . STA. 28+48, 22' L U.F. TO aE REMavEp BY 0T` '-RS. 42, STA. 28+61 , S GRAVEL D)W, MATCH AT 35' R- (17' DIW OPENING), U.A.B. 8-1-10500) L.1.D. 254 43. STA. 28+65, S GRAVEL D/W, MATCH AT 33' L. (24 D/W OPENING. 44, STA. 46+70, 20'1R REMOVE 10"TREE. 29th ST S.E. ("N' to"13") 46. STA. 26+74,-29' L REMOVE FENCE FOO T INf 5. 46, 5TA. 2_8-r84 27'L SHRUB REMOVED 5Y OTHERS. PAVING C81G, STORM 81 S.S. SIDEWALK 47. STA. ?_9+07, T 11 WIDE CONCRETE D)VV, SAWI;UT AT 42 L.(20'DIWOPEN ING) ' ---- 48, .STA. 29+15 TO 29+79, 29'L REMOVE _PENCE FOOTINGS. ,ESIGNE; R.L.H. G.AO. APPROV.T'�/) SHEET 49, STA. 28+60, 51: R IN5TALL S. S. M.N.#4 TYPE 1-Al (I. E. I 10.50). - !"--" -- DRAWN-- G.`A.�O.. HORIZ. 1',=2Q' 6 -90. STA. 28+60, L CONSTRUCT 8" SIDE SEWER TO33'AND PLUG, S=0.022, 1SCALE VERT. I'= 5 18 51. 5TA. 25-+70, CONSTRUCT 6"51 DE SEWER 33' L 4 PLUCc, (DEPTH .5'). CH€C1(ED ii ,,�,G.kv1- 00ITF• APRIL 30, 1971 52, STA. 25+35) R CONSTRUCT 30' D/W OPENING, (R). 53.5TA. 25+90, CONSTRUCT 6"SIDE• SEWER 33'R 4 PLUCYI (DEPTH 5')1, CONTRACT NO. 71-09 71-STR-2140 SH-6 54, STA. 2.6+10, CONSTRUCT 6" SIDE SEWER 33" R $ PLUG, (DEPTH 5'). , 1 P-5 l ao tus- Ito V' S'(1 NI 3ptl W +. u.,g� a aw �rrc.vea tq 3N3NVS1V SOCIL 8b 'OJ 213SS3 '8 73iJ(13k „Pyy�Jj 31Id01d-NV1d 'I DIVId - --- --� - - --7-7-7-Ti- -- - + - L- - L--- '- - - - -- - --- , - - r - _ —_ -�.-_� �.n�`1 - - - - -- - - --� -- - _ - --_- - - - - _ - -- -- I F- -- ---- - - C ' r - - - ---- ---- -- - - -- - --- —,-- -- --- ---- --- - - - - --- - --- - - -- { _ - — - -- - - - -- -_ - -- - - - -- - -- ... L , - - - F.- - - -.. - - E , CID O - - M __- - N1 -- -- --- - ---I - -- -1-.. - N 1 N - - - - — -- + - - -- --- - — I— --- - Z --- _ - - - --- - - - -� - - I -- - - - N _ . _ - - N M -- ..----- — -T= - -- - - ---�- - -=. -- -- - - - 1 M - - M - - - - - - -- - -7- - - E -- _ - - - - - - -- 1 - ----- m 1 , -- - - w (1)- _- --- ,� l - - - - -= 11 - - - - - -- -- . -1- - �_ -- - _ - _ — 4 EXIST. i GRADE — w-- - tn - (N S) 2,E. 121.70 - - C13 (S)_z.E. I!6,3C) I --� =I- —I- 12" 10' Sc 0.01 -- T-- - C13 (N) I,E. 117,00 / o -- z z m CD NEW aRADE -- TOP EXIST, 12C.I. WATER MAIN -- �Z3 i T-- 1 -_ c 8 (N S) I. E. 12 3. 60 — -- I I a ss zg2 s-a.oa�- � S S i• E. I 1 9. 40 12' ST. 410' S O.Ot-- -- _ _- lf�_ \�- --_t - - -EX 15 T. S T, 1. E. 110 79'. I. E, 116 1t7 T, E, 111.5 NOTE• -- 109. 95 I " LINE) A : _ - I 2, S SH WIJ, 15 APPROX.LOCATED ON (-- _: L -. PLAN W17H AVERACxE P T H SE-N­ i24'= 30„ _ I DE -- -- -- 1 _ 2. TELEPHONE C600 CABLE LINE" AS 510?,NN IS APPROX. 1- __. O N N O c} LOCATED ON PLAN, WITH T H AVER/HzE DEPTH OE 24`L36" I _ - _ r ._ -- - _ - LEPH0NE (900 CABLE ) LINE, AS SHOWN, I-- APPROX. - - - �t M w - LOCATED PL Rid- 'C H AVER/ 6E DEPTH VF� 24-36`.l ---..-- - �' - Q - -- + 30*50 31+00 - — - _ -- - -- 2J-+50 30 Oa �I+50 32+OG 32+-5C, 33*00 33*50 34+00 34+5a 35+OC —' 3b+50 12" AT P{, IN + I STq. 29*83, 32.'L U.P. 27•L ANCHOR, TO BERIEMOVEDBY OTHERS, 6, STA. 3G'+{4 22" R INSTALL TYPE I C C13 (i.E.l18.80 1N!T!: 18 SUMI~. 14. STA. 31+91, CONSTRUCT IS D W OPFNiNCC R MATCH AT 42, 20, STA, 32+48 29'R 30"TREE (NOT BE REMOVEQ , 2, STA, 29+95, 21 WIDE AC D/W, SAWCUT AT 36' R. (26' OPENINa). 7, STA.=30+20, 22' L INSTALL TYPE I C C13 (I.E. 117,00)WITH 18:'SUMP 15, STA. 32+2o,4 32+23_, INSTALL 12.x6 CONCRETE TEE5._ 21, STA. 32+58, 28;' R RESET WATER METEIR. Y4' 3• STA. 30+13 TO 31+14 25' L REMOVE AND REPLACE- FENCE ON 1-P_. 8• STA, 31420, 5z R INSTALL S.S, M.H.�5(r.E. 11f,54) TYPE; AL. 16, STA. 32*23 22'L INSTALL TYPE I-C Ca(_I.E,12!.70'JW17H 18 SUMP. 22. STA. 32+60, 5: R INSTALL S.S. AA-H9.40) TYPE I-A1. 4. STA, 30*14, 5-1 L INSTALL ST. M.H,, TYPE I -AI, (I.E.109.95OUT, 112,00 1N) 18 SUMP 9. STA. 30*67, 29'R REMOVE .30"TREE 17, STA. 32+20, 22' R INSTALL TYPE I C CI3 (T.EJ21.70)WITM 18"'4J4' 23. STA. 32+60 TO 33+30, 2S'R REMOVE AND REPLACE 5"WIDE Y%v,; 5. STA. 30-14, 17'L ADJ. M.H.TEXIST. T.E. 110,79 4 CONNECT WI'iH 10"CONCRETE 10, STA. 31 *65) 4 20' INIDE AC D/V1, SAWCUT AT 37'R. (26'OPENING), 0- 16, STA. 32+26, 25' R REMOVE 25'4> PLANTER TO FE.,4 RECONSTRUCT. 24. STA. 32+73, 1 18' WIDE CONCRETE D/W, SAWCUT AT 37' R. (23'OPENINI ST. PIPE TO NEW ST. M.H, 10, II . STA.. 31+8z, 24' L F,H. � VALVE TO REMAIN, 1 19. STA. 32+26, 23' L U,P TO L?EREM€�/IFDP�Y OTHERS. 25, STA, 33+14 ^�,' R (RESET WATER METER 13S , 167.46 12, STq. 31 *28, IE GRAVEL D/W, I MATCH. AT 34' L, (22'WIDE D/W OPENiKc)D 34, 40s.2i FISHER VON HAARTMAN ' I CLA RK 13, STA.31+g1, 30 L TO .STA, 35*99, 29 REMOVE 4 REPLACE FENCE. iU) � � o_ Q Y eo IO +� � 12 N CLARK � � I 3 1 �.-o •�a 3 � 13 m + � I� D I p'`v! Q l b i9 — �— —_ u I y� m 3 0 A r - - - - - - -k -1F • iE E fl---iF - - .� �' 1 \ Y\f 1 l '11 TI n 1 ��p� - f r E ♦1-r♦ ♦ -"k' k V k - 0 #- -11 c O z W - ��- - -- 2 y > c 00 ' SS T I O� s .I 2 t G-- ------------- 'T _ `51 _ I N ` -- 12r -- ----- TU- Ll�or" moI 15) Q 12„ � - _ < n 2 8 / •gyp SS° 8' SS 8 SS (r1 ��LLJ J •� 1`"�lY- '` 17 • J O C G•.. 16 iOs yOCJV / 6 NV 3 ,IN -1 1 Q.'v V_�p � ,Q• 911 ! Q ��,4 i� � r , V �, .� y '�7,? r 4.' )ry �"I..i I.� ° °„ I�o-: ,v. a � .�.v. i-' � , _I �.i �•a , 'd y.`V, 4 ,Q�Q '1'g••4 '.y� U ,� Q — __I, -- F.J — 7_ IQe _c •.0 „ ; '2'Q—Y' r < •9 t — '�Q. r _ J C ♦� t—�—ice �i ,fir ,�♦ , 4��, E � i 1 � I' gr o, B C 2 21�,:, �3 GiP ,� 9 '` �� Grp, iiO I f� 47 _3' -' ,� >'41 'V ' 16`'0-'i TUFTE , '.-.I a E� ,a a I 157 I I I m rat• wasy,,J /,Lr=+.. _ i 2 SKYLARK 14' WIRI{OWSKI 332.06 10 HILLIS 8 _MORGELI / VOLIIV —_--- - 80 70 30 ' CCCC:,✓✓✓✓�'DATE NO. — REVISION BY �T �.1: ' IL CITY F AUBURN 29th ST. S. E. aH 4' I 26. STA. 33*31, 28'R RESET WATER METER. /q 32, STA. 34+24, 2_ R INSTALL TYPE I-C CB (I.E.123,60)WITN 18" SUMP 43, STA. 31+40, L INSTALL--2 WTR.SERV, WITH METER BOX LOCATED I /1l.if�.)RN! �'i 1( (�Tl�R� 3 „ 9 EXTEND ST. IMF? NO. 123 27, ,STA. 33+35, 24' L U.P, TO 8E REMOVED PY OTHERS. 33. STA- 34+ob, 29' L REMOVE 30 STUMP. (ROTTED .OUT).. IN PARKING STRIP AND EX, AND TAIL PIECE TU {'/L. 28, STA. 33+41, $ GRAVEL D/W, MATCH AT FF. (R), (30 OPENING). 34. STA, 34+46 26' R REMOVE 36" STUMP? " 44. STA. 31+5D, CONSTRUCT_ 6 S1DE SEWER 33;L PLUCe.�(DEPTII 7 ), u.A.B. 8-1.10500% L.1.D. 2�4 29. STA• 33*81, gL,10 WIDE CONCRETE D/W, �AWC✓7" AT 39 R. 23'OPENING). 35, STA, 34+62, 29'R REMOVc PLANTER TO f 45. STA, 31+50, CONSTRUCT 6` SIDE SEWER 33 FZ �+` PLUG (OEPTNMAX). 30, STq, 34+24, 52 L INSTALL ST. M.H., (I.EM6.10)TYPE IAI,WITH 18"SUMP. 36. STA. 34*6.5•, 23'L U.P. TO BEREMOVEDBY OTHERS, 46. STA, 33+12,CONSTRUCT 6" SIDE SEWER 33'R PLVC%) (DEPTH ), *Lt�#� �+T �` E ��+AE�t®ofR�� 31. STA, 34+2.4) 22' L INSTALL TYPE I C CO(I,E, 123,60)WITH 18" SUMP, 37, STA, 34+82, 'L TWIN 30"CONCRETE D/M/, MATCH !iT 3z'R. (23 OPENING). 47. STA. 33+92, REMOVE 36" STUMP, (30'R). 38, STA. 35+12 TO 35*95, 25'R REMOVE AND REPLACE 5"'WIDE 5/W. 48, STA. 33+96 TO STA. 34+43 REMOVE TIMBERS,(30'R). PAVING C81G STORM 81 S.S. SIDEWALK 39, STA, 35*2$, 'L GRAVEL D W , MATCH AT 40' R. (30•D)W oPEN(NCi). 49. STA. 34+41, CONSTRUCT 6"'5!DE SEWER 33'R � PI.UCa, (DEPTH .Sf'�. a a 40. STA. 35+42, 29'L TELE. CABLE 516N' 50. STA. 34+46 26 R REMOVE 36 STUMP. iiE�ICNE R.L.H. G.A.O. 41. STA. 29+78, L IN5TALL %q" WTR, SERV. WITH METER SOX LOCATED IN * ' A ° �" � �• � 9� � � 51. STA. 33 CS, 28 R RESET iq C,O, PER WATER KETER HORIZ 1 2 ' 7 PARKING STRIP AND EXTEND TAIL PIECE TO P/L, 52. STA. 33+35 CONSTRUCT 8" SICE DRAWN G. A. 0, VERT. I°`■ 5Q (6 '1 SEWER 33 R PLUG, 5=0.004, �p 42. STA. 30+22 R INSTALL 4" WTR SERV. BY TAPYINCz 12" VITIR' MAIN W17H 53. STA. 32+10 , R CONSTRUCT 6"SIDE SEVl R 33'R � PLUCr. CHECKED' �C�p�; APRIL 30, 1971 I x 4 M, J. TAPrIN6z TEE � 4"M.J. VALVE. EXTEND TO P/L � CAP. 3LOCK- ---- __ - -- ---- -_ CONTRACT NO. 71-09 71-STR -Eft _ SH-7 -_ -- 130 125 LE 0 ----- --- - — - -- 311d0'dd-N71d 131V1 • --�- - - r� - - ----- — -- _ --- 1 — — - - ' — — - --- .- -- -- j- -- _ --- --- - -- 7 _ _ - -- -- - --�-- ;--_ �� --r ---1-._._---�?-r--- -—+ -�-- _ - co -- "�- - - - - - - -- — -- -- — f - — - -- - -- - 71 -- - -- i t --- 1-- �_-._� - - ---- rt- - --' ---- -- 1 -- ' -- - --- ---- - - : - - - - -- - -- -r - ---- -- - -- - -- - ---�-- - - _ - - - - - - -- -_ - _ -- - _ L 7 T - - - -- -- - - - - - - - - --- - - - - - - - - - I _ --__ _ -- - - L. - -- ----- —� - -- ---- — -- -- - - - - - - - - -- -__ -- _--- _ _ --- 1 -- --- --- - -- - - - - - -- - - - y — �- -- -- tit 4-1 _—d—+ J - - -- --- --_- _ - - - - - - - - - -------- - _- - - - ___ - --- ----- -- -- - - - -- -- - - -- - Q - -- -- - I - - - - - ---- - - --- -- - - - - I - - - - - - - -... - - -- - t -- -- -''--- - -- ' - . - w - - ----- -- -.- - - -- - -- _ - 4- - _ -- — - > —Z _ - - - _ o -- - - - - - - }} S N � _- -- - EXIST 4- GrD FAE N`�c A D E j `" — _ - - ----- - +-- -- -- i ' ._ - NEW' CL R _. -rLu - TOP EXIST. 2" WATER MAIN -- -. _--_ C B (S) L, E. I2a. 50 --- �y EX15T--M. H. I. F 124.80 - —C6 (S) I.E. 124.25 --CB (N) I.E. 923,C_ — I „ cT 4P 5-0.01 - - r �\ 8' SS 293' 15 — i--` - EXIST, EXIST. 10" ST SEWER C B (5) 1, E . 1 2 6-- B (N) I.E, I26.4O -_ -- - I - EXIST. 6 S S _ 1— NE411 ST I. E, 120.54 1 — I - - -- -- - - ---I---- 115 --- — — -- — — — — — + ++ + I —. - - — — — — — - - ro * 4� * m I -- - — - t = - - ---- I - __ 1- s, - ~ - - - — --- y-- — -- - -- - - - to) - ----�— --- — u crl 4 0 50 - - I F- 0 O 39+00 39 5c0 37+OC3 37+60 3$*GC 38'50 i * + LOWER EXIST 12`VALVE 24") 36+00 35+50 .�-- LOWER EXISTIN& IZ' WATER MAINIS STA- 42 00 (EXCEPT AT" STA. 38 uB STA. 31 00 L. STA, 35+52, 5%2, R INSTALL TYPEI-AI M.H.IA.LE_118.23. I I 16, STA, 38+24, 5y L INSTALL ST.M.N., (I.G. 12C.10)' TYPE I -AZ, WITH IS SUMP. 6+00 24 L U,p. TO gEREMOVEpBY t TraERS. IO,STA- 37+3$, 25' L U•P. ANCHOR 70 [3k MOVED l3Y OTHERS. 17. STA. 38+24 17'L ADJ. M.H. (I-E, 124.80). DE TYP,�. IA, STA. 3 II .STA. 38*07, 22" R P.C. FOR CURB RETURN (EL. 128.53}. I8, STA. 38 �l+s+ NEW. -¥ *OB 21" L LOWER EXIST 12. Wf�TER VALVE 24 (HDJ. VALVE DO%). OPERATIN4 NUT MAYBE IN SUS- 2. STA. 36+19 29 R �["M,GVC 2 - 8 TREES. 12. ST/ 3£3*'7_, 7` L INSTALL. TYPEr 1-A]AA.H;,(T�- [20=54). 18" SUMP 19, STA. 38+27 37'L PT. OF CURD RETURN (-L.128.24 3, STA. 36+63 CONSTRUCT 25 D)W OPENING MATCIigT 40` L. SMALL TREE. 12. STA, 3£�12, 2�• L P.G. FOR CURB RETURN (EL. Iz8.55). 4� 29, STA. 36+44, 4(-'1_ SAWCUT EXIST. C O AND AC STREET AND MATCI 4. STA. 36+76, 2.8' L REMO`;` � '37' R. PT. OF CURS RETURN (EL. 126.89), ZI , STA. 38+44, 70' R SAINCUT EXIST. F't\VINCz AND MATCH 1NITFI NEW. 5, STA. 36+40 CONSTRUCT 30 D/W OPENINcc(R). MATCH &RAVEL AT 38. 14, STA. 3B 22, i r, 21A. 5TA. 38 6 , C+ OTHER`. 15. STA. 38+2.Z 4 STA. 38+66, CONSTRUCT RAISED AC CURL: 4 FROM C � Cc� , •', �- + 3 24' L ADJ. WTR. VALVE 130X. � LOWER 6" LINE 18 FORA DISTANCE. OF 30 FROM 12' LIFE. 6 , STA, 37t23 25 L U.P TO 13FREMAVEO IY so2.27 (TAPERED). 65,70 90 NAZARENE CHURCH -- 7. STA. 36*24,4 36+32, INSTALL TWO 12%6 CONCRETE TEES. CLARK Q, $ , STA. 36+24, 22 L INSTALL TYPE I-C CB (I.E.123.00)WITH 18 SUMP. CLARK / �, 9. 01 STA. 36+32, 22' R INSTALL TYPE I-C C-B(T.E.124.25)WITH 16 SUMP. 3 K1h '� xa. g 9 36 409-21 n� 4 m 6) c I^' 20/ 0 5 ;J .� 3 _ — v CLARK I.' c.o• I Ic. O, o �I 10 - a _ � .Q'. 'r,� ',Q ,9•9 `9"rd 'a.`.9, .c. / __Q T -6d0 W NOTE• T ST c crj -I. 2" GA5 LINE A5 SHOWN IS APPROX., 12• t� trrr� ST dc)- _ _ --- - - --- -- i oo T --v`✓ --- 8 Iz - - --- - - LO 13 17 00 40,® 2 3° — w_ -- LOCATED BE N6 30-40WIT14 AVERRC� z - -- 7 „ /z / I6 I /LO / 2 SHOWN) 5 (600 CABLE )LINE, LIN D, AS ON I ST �� a 18T / 12 w PLAN, WITH AVERACrE DEPTi! 30�� 4 55 3, TELEPHONE (900 CABLE) LINE A5 8 " SS 8' �_ S5 -- - I ..---SHOWN, IS LOCATED URiGER SjW, SS 1 — S WITH AVERACxE DEPTI 3 WA N,i/ LO /- n - --_. I I 9 \ `, , `� „ ' ; * , i . ` Q / .�, ` , i r O -,a'4 4'b', r,�.'r, r - / �' `r'4.`'r T �,"AF�r Y(l.� j7•'\ yra.d: .eA•%Q 'Q `.`y 7 Q. .�"_/V,:9' :Q L r,9 9 ',4 ;Ci.y' - I 4 lk a 5 TUFTE TUFTE 145,88 - 157 22, SIA. 38+43sZ, `E OF 29th T Ni 57, S.E, EXIS?'. MONUMENT,�REPLACE), 23. STA. 38+45 , 6' R ADJ. M. H, AND BREAKOUT CHA,NNELIZE. RETURN (EL.128,22). 75 ADJ VALVE BOX). 24. STA. 38+61 , 37 L P.C. FOR CURB WATERMAIN24" FROM 12_"WAT`ER MAIN ON "23fih) FOR A D15TANCE 01 *25, 26. STA. STA, 36+63, 36+65, 24' LOWER 12" . L U, P. TO BE REMOVED BY OTH R5, L. - 27, STA. 38+74, 24' L F.H. ASSEM51 Y, RELOCATE Tr. STA, 36+@C, 23'-9" 29th ST. S. E. 28. STA. - 3869 TO 38*79 REMOVE FENCE._ L P.T. OF CURB RETURN (EL, 128,80). 29, 30, STA. STA. 38+76, 38+76, 22' 22` L INSTALL TYPE I-C cB(I.E. 126.40 ) WITH IS" SUMP, 13`/ C"T'HERS)• 31• STA. 38+76, 26 L TELE. JUNCTION BOX; (TO, BE MOVED 32• STA. 39+05, L 6' 5AN. SIDE SEWER (EXIST). 13OX., (TO REMAIN:)'. 33, STA. 39+15, 24' L TELE., JUNCTION 0 EDWARDS ILLL T W 302.27 - - n REVISION 8Y DATE NO. 3.5 STA, 39+70, R EXIST. 6 R N.FOR U-P,�DE TF_1/VEIZ. CITY ®F AUBURN � 35. STA. 39+75, 24• L ANCHOR 'rOR U•p TO BE MOVED ;3Y OTHERS. u 36,.STA. 39+85, 23' L U.P. TO QEREMOVEP BY OTHER:, �N �,nn,?tn 1TON r 77, "STA. 40+45, L EX15T. 6'SAN. SIDE SEWER. 38. STA. 38*66, 42'R P.C. FOR CURB RETURN (EL.129.26)- NO. 123 39. STA, 38*74, 42' L MATCH NEW 6)W TO EX15T. ST. IMP. 40, STA. 38+81, z2' R PT OF CURS RETURN (E L, 128.82). U.A.B. 8-1-10500I � L.I.D. 254 41, STA. 38+51, Z2 R INSTALL TYPEI-C CB( .E.1-6.4-0 )WITH IS' SUMP. 42. STA. 35+65, CONSTRUCT 6" SIDE SEWER 33'R PLVC 29th ST S E to 43. STA, 36*34, SAME AS NOTE 42, A� F_.Y' 9 44. STA. 36*97, SAME AS NOTE 4 42,` 4�. STA,38+10 31' a, REnr10vr 12 TREE. PAVING, caG, STORM $, S.S., SIDEWALK 46. STA. 39+24, CONSTRUCT 45 D/W OPENINa,(R) l!� 4-7h/ i cuccT 0.A R.L.H. G.A.O. �. ' 47, STA. 36+15, CONSTRUCT .30 D/Vv OPENINI .(R) m �/ i2 t rR -- HORIZ. 1;;=2Q' a 48. STA. 38+12, L RESET WATER METER (4' WN G. A. 0. VERT' I = 5 16 49. STA_ 38+07, 22`R INSTALL TYPE I-C CB(I.E.125.50�WITH IS'SUMP, �, ^p 1_n,, ppRIL30,1971 50. STA. 37+18 CONSTRUCT 2O' D/W OPE=NIN& , MATCH AT 33 L CONTRACT NO, 71-09 71- sTR -2140 SH-L n w 3arw aewa �nr,,.ax ,4 3N3NV®ltl 800L SV 130 ZO 0 oo I-z :cOm c-6i r, a5 s WATER LINE 130 GB(N) 1.E. 129.60 I. E, 125.6,9 I 4) t� .- - I --- — -- -- - t _ _ — — -_ - _ C) dN 40+50 41-r00 41+5o 42 C)0 42+5C 43+00 FROM 5TA.31+00 LOWER EX15T 12," WTR MAIN IS' I . STA. 40+581 27' L RESET 1"COPPER WTR_METER.6 . STA. 42+77, 2 ?_'L INSTALL TYPE I-C C 8, 10. STA. 42_+31, 24 L U.P. TO 13E REMOVE-DDY OTHERS 2. STA, 40+83, 30' R 6" SAN. SIDE SE'vV1=R,EXIST. (I. E.129.60 )WITH 18 5UMP. II . STA. 42+.381 30' R 6" SAN. SIDE SEWER, EXIST. 3. STA. 40+96, z5'L SAWCUT CURB AT FL. 7. STA, 42+77, 22•R INSTALL TYPE I-C CO, 12. STA. 42+467 30' L 6" SAN. SIDE SEWER, EXIST, 4. STA. 40-+96 TO 41+80 SAWCUT A.C. AT (I,E, 128.70 WITH 18 SUMP. 13. STA, 42+56, 17' R REMOVE; BRUSH. 32' L AND MATCH TO S/VJ 8. STA. 41 +37, 2 5 ' L CUT" CURBED PLANTER AT IT. 14. STA, 42+85, 30• R 6" SAN. SIDE SEWER, EXIST. 5. STA. 42+77, 171 ADJ. EXIST. M.H.-E.125.69) 9. STA .iI+'4�, 30'L 6" SAN, SIDE SEWER, EXIST. 15. STA. 43+061 21'R REMOVE BRUSH. i 302.27 / 332.27 NAZARENE CHURCH / OL50N Lu w — _ ---- =--- F2 — -- W i k I + 1.38070 N E W G I? A D' —, V) EXIST 4 GRADE — w TOP EXIST. i 2•. C'�__..___ EXIST. 10" ST. SEWL R C B (S) I.E. 128.70 —C 6 (S) I.E. 1 27. 00 —CB (N) T.E. 125.75 /-- E X 15`T. 8" S, 5, s <" ' 13 (- r� \n EDWARD5 302.27 29th ST. S. E. sT SS I.E. 120.31 11-5 +3+5C, + 0 16; STA. 43+40, 5'R ADJ. M.H. 4 CON5TRUCT 8" SAN, 20. STA. 44-+15 TO 44*507 23' R REMOVE ORU5H. SIDE SEWER 33'L 4 PLUG, (SLOPE=0.02).(L}. 21 . STA.40+95, 16' L IN5TALL ST. M.H. TYPETAI ON EXIST. 10"LINE.. 17, STA. 43+80) 30 R 6" SAN, SIDE SEWER, EXIST. 22.. STA. 40-9.5, 22'R INSTALL TYPE I-C C9 (I.E. 127.00) WITH I8"SUMP. la, STA. 4-1 +70, 30' R REMOVE SHORT SECTION OF FENCE. 23, STA, 40*95, 22' L INSTALL_ TYPE I-C CS (I.E. 125.75)WITH 18' SUMP, 19. STA, 4-4•+00, L D/W TO BE' AS^NDONED. AND LA`/ 8"ST. SEWER 70 P/LION 0,02) SLOPE, (PLUGGED). 24. STA- 41+13, L CONSTRUCT 35' D%W OPENING AND MATCH AT 35'. P,ROKE 1-,> WTR, LINe 0 'n,l 25, STA. 41+56, L CONSTRUCT 35' D/W OPENING AND MATCH AT 3 5'. ea D U 26. STA, 41+4$ R C'01`J5TRUCT 45' D/W OPENING. NEbV i 12_ C...l, AL6 1_ o ,01 2`7. STA, 41+94, L CONSTRUCT 25' DIW OPENING. j�19 217CZESILER t C�._l`o"l t 28, STA. 42+771 31•L REMOVE 2"� 4" TREES. 29. STA.. 43*26, R CONSTRUCT 45' D/W OPENING. 12 - A 1©" `Is 17 7 7 7 Z;4 W �. -Q_._V -• V _ _ EDWARD5 .302.27 NOTE: w I. TELEPHONE (600 CAOLE LINE, AS SHOWN 15 APPROX. LOCATED ON PLAN, WITH AVERAGE DEPTH aEiw l DATE NO. REVISIOM1I -- `- E._ RY- CITY OF AU BURN AUBURN WASHINGTON ST. IMP. NO. 123 I) L.I.D. 254 �. E. („A„ to "R") -ORM a S.S., SIDEWALK ' .. ' .. HORIZ. 1„= 29' VERT. I = 5 6 APRIL 3041971 11 CONTRACT No. 71-09 71•STR - 2140 SH-9 L36 _-1-30 2S" --I-Z Q - NEW M.H. I.E. 129.70 F OR C B (N) 1. E. 1 27. 75 --�4 t -- r — -- I I 44450 4.5+00 45+50 I. STA. 44+6,91 20' R REMOVE SRU5H. 2, STA. 44+75, 27' L TELE. CABLE WARIdiNG SIL-N. 3, STA. 44 +76, 23' L RESET F,H. �t VALVE. 4. STA. 44 +82, 25' L U. P TO LEREMOVED 13X 01HERS, 5. STA. 45+00, 20' R REMOVE BRU H. 6, STA. 45 +07, 30' L 6" SAN. SIDE SEWER,(EX15T)• 7. STA. 45+15 L 4 CrRAVEL EDIW, MATCH AT 40. 01 8, STA. 45415, R CON5TRUCT 15'D/W OPENING MATCH AT 40, 9, STA, 45 *20, 25' L SAWCUT 6" CONC. CUFFF., AT FF . W 10. STA. 4543). L eL 18'.CONC. D/Vv', MATCH AT 30' L,(NEW t STA 45+28 FOR 30'WIDE DjW0PEyINC,), aj It, STA. '45+42, 25 L REMOVE PLANTER TO FF.. 17_- STA. 45+48, 29' L RESET 34"COPPFR WATER METER. w 13. STA. 45--56, 30'L G"SAN. SIDE SEWER. (EXIST), 0 14, STA. 45*55-91 30' R 6" SAN. SIDE SEWER. (EX15T). 15. STA. 46 +08, 22 L PC. FOR 15' RAID. CURB RETURN W (EL. 133.15). Z 16, STA. 46+12, 29'L REMOVE. PLANTER TO R, -117. STA. 46+21, 24'L U.P. TO BE REMOVED 133Y OTHERS. 18.-5TA. 46+23, 37'L P.T. OF CURB RETURN(EL.132.88).-: 19. STA. 46+23, 37'1- INSTALL TYPE -L-C Ci3(I.E.127.75) U WITH 18" SUMP, 332.Z7 OLSON EDWARD51 302.27 I 25 EXIST, 6" SS LINE 46-OCJ C 13 (5j /-- TOP EX IST. I?—' C I WATER MAIN — C B (5) I. E. 1 30.00 APPROX. LOCATION 10" ST. LINE: -E NNEW M.H.I,E. 127.25 FOR CB(N) I_E. 126.19 VC B (N) I. E. 127. 50 1. E. 1 1121,36 0' LQ t d I�— c!) 46+50 29th ST. S. E. 41 STA, 47+76, 2G'L REMOVE SHRUB- 42. STA. 47+931 IL GRAVEL, DIW, MATCH AT 35' R,(NEW IL STA. 47+88 FOR 20'WIDE D/W OPENIN&). 43. STA. 47+94 TO 48+37, 26' L REMOVE SHRU135. 44. STA. 44490, L CONSTRUCT 25' D/W OPENING. 45. STA. 46- 19 , R CONSTRUCT 1 5' D/W OPENING, MATCH AT 34; uj C6 1 1 47 *OG` 4 7+,L, ,:� 105. S'2 C,0u Dy m 134 48+00 NOTE: I. P-CAS LINE�AS SHOWN, 15 APPROX. LOCATED ON PLAN, WITH AVERAGE DEPTH BEIN(z 24"- 2. TELEPHONE (600 CABLE )LINE, AS SHOWN, IS '�PPROX, LOCATED ON PLAN, WITH AVEFlACcE DEPTH BEINCr 24 - 30 . dr 1�`� fe3 i DATE _'-�-f e�rwu�skao��awir�mw�.,: z z --o o i '° m, m MCA ,n LD I 13G 2. S' I r 20. STA. 46425, 33' L ADJ. VALVE 130X`. 21. STA. 46*76, 14' L EXIST. ST.MH(I.E. 126,19),ADJ. TO GRADE. C 22. STA. 46 +80, 22' R INSTALL TYPE I-C C5,(I.F.130.00) 18' SUMP, ;-- - - .- 23, STA. 46+3993, INSTALL MONUMENT, � 29th 4 "O' ST, E. r 24. STA, 464 Q G' R ADJ. S.S. AA, H,(STUBBED 41' TON,). EXIST. 25, STA, 46457, 37'L INSTALL TYPE IL-C CB (I.E.127.50) IB SUMP! i F,:8"STUB 26, STA. 46*570 37'L RC.F'OR 15'IRAD. CURB RETU'RIll,j (EL•132.68). 27. STA. 46+720 22'L RT. OF CURD RETURN (EL.132,97) - 26. STA, 46*72, 30 R 6"SAN. 910E SEWER.(EX15T), 29. STA. 46+66, 29'L REMOVE 7'LFA. PLANTER TO IT'_. 30. STA. 46+92, 27'L RESET Y4" WATER METER. 31 . STA. 47+16, 27' L 30"CONC. 51W,SAWCUT AT 31'L, CONSTRVCT'I STEP. 32. STA. 47+10� L REMOVE SHRU5. 33. STA. 47+24, 25 L REMOVE PLANTER TO R. 34. STA, 47+38, 30'R 6"SAN. SIDE SEVVE'R(EX15T.' 35, STA, 47+50, 30 L 6" SAN. SIDE SEWER (EX I`•T), 36. .STA. 47+51, 23'R PELOCATE WATER METER 37, STA, 47+51 , IL &RAVEL. DIN , MATCH AT 38' L.(23' D/W OPENIN4). 36. STA. 47+59 TO 48+35 29' L RELOCATE FENCE AT P/L. 39, STA. 47+73 26' L RESET 3/4' WATER METER. 40, STA: 47+81, 29'L SAWCUT S/W AT L RESETT GATE AND CONSTRUCT ~DATE NO, REVIfiION 9'Y CITY OF AUL, Al.lRURN WA,SWNGTON ST. IMP. NO. 123 U.A.B 8-1-10500) L.I.D. 254 29th ST. S. E. ("A1 t0 "R') L�- PAVING, C a G, STORM a S.S., SIDEWALK R. L. H. G.A.O. Q)) `r.4t G. A. 0. VERI I 64, 10 APRIL 30,1971 16 CONTRACT NO. 71-09 71- STR - Elf40 SH-10 .2 rri � m r � 135 130 125 120 --1 I _f JL_- 48+00 - I STA. 48+37, 2,9' L TEL, CABLE WAI?NIN 6. 516N- 2. STA, 48+35-, 28'L REMOVE FENCE,SLOPE BANK lL TO II AN17 REBUILD FENCE TOP OF BANK. 3, 5TA.48+37, 25`R U.P. � ANCHOR(30'R), TO BEREMI0VE013Y OTHERS. 4. STA. 48+371 24' L U. P. TO BE REMOVED 13Y OT HE IRS. 5. STA.48+4992 INSTALL MONUMENT ON P.C. fi 6, STA.48+53, 1p5•sz 5'R,(FROM BASE LINE) ADJ, S.S. M.H. GQuDY 7. STA. 46+55, 14'L (FROM BASE LINE) ADJ. ST. M.H, 8• STA.48+5.51-9 INSTALL MONUMENT' 29+h � PII<!_ 5T. 5. C. 9• STA. 46+23, 22' L P.C. FOR 15' RAD, CURB RETURN (EL, 133, 30), 10, STA.48+ 36, 37'L PT. OF CURB RETURN(EL.133.20). —„ II. STA, 48+72, 371 P,C. FOR 15' RAD. CURB O RETURN (EL, 133.29). — _ `�• v ,* x x 12. STA. 46+72 37'L TO STA. 51+53) 34'L REMOVE a � +0.249 70 N V W N k F. I N Lu K 00 4) � + co cV n + OD 13, STA, 48+87 22'L PT. 4 P.C. OFC.R.(EL.133.43). s W 14, STA. 48+7z? 30 L SAWCUT S/W FOR NEW CURB. U} ST 15, STA. 48+72 37'L INSTALL TYPE X-C C B(I.E.131,30) WITH IS" SUMP �i 16. STA. 48+55 37 t_ SAWCUI LLJ EXIST AC PAVEMENT - AND MATCH WITH NEW. SS' 16A. STA. 48+59, 16' L ADJ EXIST, VALVE BOX, XIST S.S, MV H. 3,E. 122,02 49+OQ / EXIST, 8" G.S, LINE 49+50 50+00 EXIST S.S. M,H,- I.E. 123.36 12 0 Lu ff OZ MI I _ ._- �- _. - T __ --- 50+5'C) SI+•C}0 51+5G 5'2+�}CT 17, STA. 49+201 21'L (FROM RASE LINE) EXIST. WATER METER. (%q ) 18. STA 49+26, 30'L 6"S'AN. SIDE SEWER. (FROM LASE LINE). EX15T. 19. STA • 49+30, 30'R 6" SAN, SIDE. SEWER (EXIST.) 8' - 16' DEEP i EXTEND TO 39'R. (FROM BA`,E LINE).FLUa. 90 20. STA. 49+49681 ON NEW Il INSTALS_ MONUMENT ON P.T. ':E CURVE. DATA SCOULLER / KNOX (a'rQ rd a , I 13AUMANN . Ill ;I R= 778.577 h T=50,001 L = 99.755e 14) Iz (n =�� a v C = 99.631 9 VALVE LEFT 2e F A, REMOVED vL_4 _ P' A Q, ST �_. ,• 4 _ 7- - _ _ _ — .01 01 ` 014 -- 0 7 2 40' r. r CNI KORPELA ...,., 4 - ,-. - �9. •V , , c . v C'J��' 313 i' 32. STA. 50+77, 48' R FROM 13 16 " `T CUK\✓E DATA l BASE LINE, REMOVE 10 TREE. p = 9� 52 43' 3 33. STA. 50+80, 49'R FROM BASE LINE, REC)MOVI 12" TREE. R 578.577 s, V 34.STA. 51+3 ' 37�R FROM LASE LINE, 30"TREE. T = 50. 001' _ -� _ Q,q MORRiSON �_ ,Q. . + 35, STA. 51 +Oc, 22' R FROM NEW 1, INSTALL. TYPE I C CB �E.E.130.72). 18'SUMP L = 99.755' S4 q p = v ® 36.STA. 51 +00, 22' L FROM NEW ¢, INSTALL_ TYPE I C.Ct3rL.E.130,22),IS"SUMP C = 99.631 - --- < 37• STA. 51 +36, 52' R FROM 3A5E LINE, U. P. ANCH0R TO BLREMOVED BY GTkEFZ`_=:. 29th ST S. E. 5 38, STA. 51 +45, 52' R FROM 3F15E LINE, U.P. WITH UNDERGROUND CABLE. TO 4,^J BE REMOVED BY OTHERS. AION 47 39. STA. 51+48, 47'R FROM BASE LINE, F.H, TO BE RELOCATED AT 75' 97.27 R FROM BASE LINE, 40, STA. 51-+50, 22.' R FROM BASE LINE, REMOVE EXIST C Cr TO 74' R 48, STA. 51+45, 23'L(FROM BASE LINE) M-W S.E. IF-7.40_ FOR NEW 10"STORM LINE, j �k AND MATCH WITH NEW. 49. STA.51+74�g <E OF 29+h CR"ST. S.E. ON EXIST. MONUMENT. 41, STA. 51-+32., 22'R FROM NEW 4.,P.C.FOR 20'RADIUS CURB RETURN EL. 133.59. 50. STA.51+57, ON NEW t E:_. 133.98. 4?_. STA. 51+35, 22' L FROM NEW 1, RC, FOR 20' RAD. CURB RETURN EL.. 133.55, ,51. -A ST. 49+64, CONSTRUCT 45' D/W OPENING, (R). (FROM SASE LINE.) 43, STA. 51 +51 , 21' R FROM SASE LINE, REMOVE EXIST C B.4 SPLICE ENDS TOGETHER. 52. STA. 49-r92 INSTALL 2"WTR. SERVICE (R) AND EXTEND TAIL PIECE TO PIL. (FROM C�.L.). r 44. STA, 51+55, SAWCVT PAVEMENT- FROM 34' L OF BASE LINE TO 74' R OF 13ASE LINE, 53_ STA, 49+97) CONSTRUCT 6" SIDE SEWER 3i PAST P/L AND PLI.I (FROM L;.L.). 9'-6"DEEP AND MATCH WITH NEW. 54. STA. 50+34, CONSTRUCT 45' D/W OPENlNG,(R) (FROM BA5E L1NE)- 45,3TA_ 51+P_4L° ON NEW 'E INSTALL MONUMENT ON P.T. 5.5. STA. 50+67,CONSTRUCT 45' D/W OPENING.,CR) (FROM BASE• LINE), 46. STA ..51+76, 5'R(FROM BASE LINE) S5 MH(I.E, 123.36).(EXIST.) s6. TFi• 48+28, 47. STA. 51+52, 42'R ON NEW It P.T. OF CUR@ RETURN (MATCH EXIc•T., C.4 6). EL.. 133.89. I A STA L 21 , STA. 49+60, L CONSTRUCT 26'WIDE D/W OPENlNCr3 TAPERING, / IT TO 21 WIDF AT 5 IN BACK OF CURB, THEN / TO FACE EXIST. S/W. 22, STA, 49+72, 23' L (FROAA B,4151F LINE) UP. TO DE MOVED BY 07HER 23 50+00 30' � '. , RvNI L- I t A'4k,1, 6 SAN, S14E SEWERAiSX1 .) 24. STA.-50+15, 22' L (FROM BASE LINE), EXIST. WATER METER• (�q J M LLI 25. STA. 50+24" ON NEW 4- INSTALL MQNUMENT ON P.C. 26, 5TA, 50+321 L CONSTRUCT 25'WIDE D/W'OPENING,TAPERING % IT TO 20' WIDE: AT 5' IN BACK OF CURET, THEN TO FACE EX 1ST. 5/W. , 27. STA. 50-66, L CONSTRUCT 2A! WIDE D/W OPENINO,TAPERINI 1 IT TO 12' WiDls AT 5' IN BACK OF CURB, THEN 1 TO FACE EXIST S/W. -- 28. STA. 51+46, 25' L TEL". JUNCTION BOX TO I3F MOVED SYC%TIJ: 5 / 29, STA. 51+45, 23'L ADJ_ ST. M.H. EXIST (I.E. IZTOSI�FROMB.L / a 30. STA. 51 5...�) 64' L (FROM NEW 4�MATCH NEW C et G FO EXIST C�C,(EL• 13360), 31. STA 51+551 42' L(FROM NEW 1) P.T. OF -_ B.L. /I CURB RETURN (EL. )33.82). NOTE I. 2"CtAS LINE, AS SHOWN IS APPROX. LOCATED _ ON PLAN, WITH AVERA&E DEPTH BEING 24. 1 2. TELEPHONE (600 CABLE )LINE,AS SHOWN, IS APPROX. LOCATED ON PLANS WITH f AVERAGE DEPTH 24"-30" ! A7E rdG. REVISION ^�BY CITY 0 F A t _J B L, \s . A,I19IjpN9 tnr1,`, ;I'IN(71TON N a ST. IMP. N0. 123 �- U. A. B. 8-1-105 00) L.I.D. 254 <ay PAVING, C & G, ST. a S.S., SIDEWALK 29th ST. S. E. ('A to 11R ) w.. 4*�E rDR IC�NEO R_L H. G.A.O. ���'-LT WN G. A. 0. HORIZ. I" 24' , `-9.7 VERT. I = 5 16 CKFO' bATE APRIL 30111971 CONTRACT NO. 71-,09 71-STR-tt40 SH-11 . :r- LEGEND EXIST. NEW r STORM SEWER --ST—f STORM SEWER REMOVALf� STf+f-f- O -SANITAR SEWERAh —Ss t0' �ss �6:•-� '�' MANHOLE - -lw - •fig PREMOLDED FILLER --WATER MAIN - W 12" --w�6,�� (ASPHALT IMPRECMATED) _ VALVE --�`� BETWEEN BASE AND 51W METER BOX CATCH BASIN �- �- HANDHOLE CONCRETE DRIVEWAY a' '• = 1= , • '' __. -CONCRETE DRIVEWAY REMOVAL - = �-=-a-�• '�'�'�' SIDEWALK - ASPHALT__ DRIVEWAY —n - ASPHALT DRIVEWAY REMOVAL '-.ai S DE WALK .a\v.:..;CONCRETE % __CO-t4CRETE SIDEWALK REMOVAL 4Oj- MONUMENT ® _ �f :i �r2lCONDUIT , 1 1TVMINOVS SURFACE STREET GRAVEL DRIVEWAY -_ w.•�o •mil .. 5�g ,c 8-0 GROUND GROUND ROD CURB 4 GUTTER REMOVAL __- 3�p•$QUARE NCHOR BOLTS CENTER LINE OR 3WROUND PROPERTY LINE BURIED TELEPHONE CABLE-_. T-600- -NO.SCALE SIDE VIEW TELEPHONE JUNCTION BOX p BACK VIEW GA5 MAIN G 2„ FIRE - HYDRANT ASSEMBLY C�--- LUMINAIRE BASE AND POLE DETAIL UTILITY POLE WITH ANCHlDR FENCE (ALL KINDS). SHRUB -. TREE NEDGcE -Rl 3"CLASS "e ASPHALT--- -5i ASPHALT TREATED CiASE (ATB) o Do �O� o` 6` a • 0 6• 6" BASE COURSE BANK RUN GRAVEL CLASS A SUBSEQUENT__ BACKFILL-,,, _ O- D. 24 'PAY O. D. i_ °, o INITIAL BACK FI L L ,0 SEE SPECS. 00 MIN. - O e S0 BEDDING . MATERIAL WHERE. ' - ` REQUIRED, SEE SPECS. L4!' MIN. NOTE: I. MAXIMUM PAY WIDTH FOR PATCHING SHALL BE O. D. -f-8 -O" CENTERED - OVER THE PIPE, RESURFACING 81 TYPICAL PIPE TRENCH NO SCALE ?AD. ITTER 0 CONCRETE BLOCKING d' a•4 . 1f t a'• rNE� TEE (n l CONCRETE BLOCKINrx NEW 6" C. I. PIPE BY PASS 6"METER -•6CHECK ; —EXISTING -WATER-METER- _ 6. O. S: Y VALVE -10'HERSEY-SPARLINGc_ _ (FL'xFL) --MODIrL '.FM -CT o I ---T7 - APPRCW Wi-3500LB FL= FL -lax lax IS _ SUMP _ CONCRE-TE SLOCKINCr. .Q w• a: - t ti NEW N. R. S. G.V. I; CA. BOX- 10'N-R. S. CY-"v __-(FL x FL) O _NEW_ -TEE._- •� 10 C., I •• 10 10_x_6ui = ._ CONCRETE_ _ CKINC _ DLO NOTCH OUT: TO-- MATCH. ' FLANCxE-:_ _MATCH~HOLES_-TO_►O�� _ .3—p.5TEEL.. 30 __ 3 O' ' I TOP VIEW .,_ 13 „ REFUSE ---WOODEN LID- _7- I1x- B'-9" BRACKET DETAIL Y: _ 10 _G-ATE VALVE R. C _ _ - S 3 2 2 2 r�(yy• is y` _C-1._VALVE_ _BOX__ -- --,,, a 2�o a, \9� _2 PLY �NATEIZ PROOFING= ULAR SPACE WITH `v,o•o,a., SLOPE:12 I--_N1EJV�BRANEr(TYPICAL) __ c - 6��CONGRETE WALL y -SEAL ANN -- \', V __APPROVED MASTIC.-_ (SEE SPECS.) ' ea? 4"BANK RUN`'G RAVEL (z�WID E) 3GLASS B ASPHALT. CONC.10 N: R. S"C: V i - TYPE. A : (TWO LIFTS ' CF L )c _ FL CURB GUTTER.Sp ASPHALT .TREATED BASE__(AT8) f v 9 FL F L SUB BASE- _COMPACTED •196�.IN OPTIMUM'. DENSITY TYPICAL STREET SECTION -NO SCALE-- 4 "— BRACKET (SEE DETAIL) f; 12 x 12 x 18' LONG �- 0'4 BARS - 7 E3 �tA R _ G-. _ p - 0 AKC. C.._MBOTH:_,._WAYS - ` CONCRETE ,.. ..� . .t • •. • • t r n, 1 1 , 1 : - , • - ' • ' -' '- �- FLOOR , I _I„X Zr► KEY-:(TYP.� W�4.- __ • ' - 6 CONCRETE ; 15 • 6 • 4 I '+ WATER STOP. ALL. AROUND_ \. q SUMP_'.: V• •• _ - -__ _-__ 4"5AND LAYER 6�� WALLS •• - s ,•,+ --- MATCH EXISTING STREET V - Q •_: 2 5 LOPE VARIES SIDE Y .. �-• - 6" `oo ,d0 2„ cLAss "B"ASPHALT CONCRETE WATER METER VAULT s. 2 �g MINUS CRUSHED ROCK G' BANK RUN C:RAVEL No SCALE 3" CLASSB "' ASPHALT CONCRETE (2 LIFTS 1, SZ ASPHALT TREATED BASE- (ATf3) (21 > 3 LIFTS) -SIPS BASE COMPACTED 95% OPTIMUN1 DENSITY TYPICAL INTERSECTION SECTION NO SCALE S BUILT �p .•n— a%o fr--� -r DATE t4.0. REVISION Y 6y CITY OF AUBURN AUBURN WASHINGTON ST. IMP. NO. 123 U.A.B. 8.1-105 i 10) 29th --ST.y S. E. (Vto 11R) DETAIL SHEET DESIGNED 0. A-0. ..-PROVE - � -*" F , I? VRawN 6. A.O. sc4;-E NONE , �l .EcK p YL CA , ^APRIL 30, 1971- v f� Is A.-i•v':J•i.e _ .•i..OY. '.•l+i_... "♦ •.: y,••y.....,.a••.r.•-. .Y•,♦K�..IiY. -STR •2I4O , SH`12 CONTRACT NO. 71-09 ,zssy - _ ; f W r Cis 1 1 1 t 1 1 � - - •- a . G- _ ." _ a — 4•-4 �• _ - a as 1- :1� •� �a ��- `4� ,a �`-- ..c O -�_ - a -Q �a rZl. .` ` - .� - _ �� �C aV.` 1 �- - •per •Q �• ` �Qa�: 2 W 2 4 W 0+ W _ 1 —1—• 5 _ + 3 1 ' a a - _< :d' - 1r- ay H as _ �Qt• `•C�'s-•.0- - _ .�$c` 1 - ;q-r. .4-r� -•a -.fir s.- -_+0i ' C-ii .•s_ 1 -+` _ aQ: _ ...�j• s<1 1QC.�•. aV - �� _ wawa' .ate li i"` 0 .Q' C�- L t ; I I LLI 4! ui uj W Vj N c N L • U 40 -J-afar. t�=••'q`�blr�a(� �.•a tll%: i��t�Ql-•...ti`."�r�+Q`:L' •a.t �'�`�`�`r �4r�i�r.�t�Y�•�al�ti� LUMINAIRE STATIONS i .'xl• � �-1 ;n r t 1.:•2'- 1r ._.LUMINAIRE STATION REMARKS LUMINAIRE STATION REMARKS NUMBER NUMBER 1 0+42 15 2 2 + 40 16 30+09 3 4438 17 32 +07 -- 4. 6 + 38 Is 34 +01 s 8 + 38 19 35 * 95 ' - 6 10+34 20 37+98 7 12 rt- 30 21 36 -t 86 8 14 + 27 2 P. - 40+83 9 16+24 2 3 4-P 82 - 10 18+21 24 44*72 ZO + 19 25 46 -r 74- I?— 22-* 17 26 48 +23 13 2-4415 27 49*80 - _ 14 26 + 13 2 8 51 +37 t 1 tit M) 2� 45 29th ST. S. E. VAULT STATIONS LEGEND y_ 2 ♦50 10400 ` 16 +04 _22 ♦ 80 28 +90 ---- 32 + 45 36+40 44*65 A I 1 11111-0 LUMINAIRE' 0 JUNCTION BOX , • VAULT - 1 �1 a� % r =11L • T � rT e W — 10 + T i - 'a'- i deb ��•�') 'rfq' � •!.•ra1i7r*.: • / 1 1 I 1 I W W W f/fcr N t: � I � 1 i W vi F= N 2 )':'b -r'. 4• "Q. .Q•.+ `V• a�. .i: i 1.• i q I I Lli 50 NOTES 1 • LUMINAIRES SHALL BE 400 WATT LUCALOX MEDIUM SEM! CUT-OFF TYPE .IE OR EQUAL. 2. LUMINAIRE MOUNTINGS HEIGHT SHALL BE 35, SET 2_' BACK OF CURB WITH 6 FOOT MA5T ARMS. 3. WIRINGc. SCHEDULE Q I l ' PUC CND. WI2. ' S I /4 RIGID ST L CND. W/2 e ® 1 %qRIGIO ST"L CND. Wf 2'`�6 SERVICE 4 SEE SHEET 12 FOR LUMINAIRE BASE AND, POLE 'DETAILS py ►A0 fi tQx rr ► 1 DATE NO. E?Y CITY OF AUFURN 0 1 J.D. - AUBURN WASFAGTON ST. IMP. NO. 123 NF U.A.B. 8-1-105 (10) C, 29th ST. S�- E. W to "Rl STREET LIGHTING 74 O 4r� SHEF Y ff ��� DESIGNED ,i• Q. Lcr - APPROYctS/� DRAWN G. A.O. SCALE ' ■= : 401 13/ �4 r. CHECKED YL DATE APRIL 309 1971 r 16 71-ST R - R+" SH•13 CONTRACT ..'NO. 71-09 fJ ' ■ r ., ,:.s... ..� .. ,....,. ,:. ., . , . '�»;. esr5"-�•..r`:oe�sr �Dii-� �i'a: _: ._�- - .- � -. s. �'vr`_-�.xar. ,,.r�.+,.a.o�.'"= s sv�^;c.::,%: -.: I � W N 1= N Q s W I - .a. •,rsc'�.mar-k.�2.:�^...�ir.i*�1�rG.r7w.:.W .1e>:E��ezav, r..+..�iu,a az;: ..::Yaa - � ,'. .3alli�e -�v`m:sA. a��:z:-i 5 ..} t 3 4dt _ _ �•-� `rfl_ [ •�YJ:.tz�`�4ltl -- _fog _-: �•`•� 19 i.11 ' +5- 1 / 9 .- • 4.0 ti •_ ,Q • ` )d 4 l _ Zo W N N V .:a•d` [4 :`'t`�[• t I`'Q`-._./ _ (� t e a`t•4 i7ty !,Q•.SV i 2p + + n / r�- a ' , 1 `a �: rar` 'aa;;i t:W:. aay• `•,' '•9` .'i--:t •`a9_ 1•:.•rty •::%�0'.•: af, c4-:iA� .9•'i,1r:'%' i / 2+5 W 1 _ �7 lfQC -t l•�.ail �.� f!t.r''IOZ a a ay T`.�� a r�i J = `i7ra�'9( ay•�ary _ ' a7 _ _ ' ! _ _ ` 1 Q �. •� Q a r , a t 1 r, • �[ -a • -r t� .'r- ♦i� s -i i [ ` . q r Q I i •/ r ! r • •/ • \ r. I t (• �Q _•r `t '! tea: -1 a�Q `f.1Y [ .t[/a�(l% -a �'% a[ Qa _a - •r 4f •i 1. %Q.� -+Q l`�. �•Qr .:. `Q� } .\ a i `�i _V i 3�5 + \ � W LE snip r -, , a f - t a a- t f! l i f -!• i. S9aY`t .r ! V- a_ �` •• . ra: .f 1[ ia' ril i l • % J'1 f. t~ a,4 .r • • l�a�• •/ • 10 - I 14 ♦ ri �At i/ •1 lr.tYiTrr! "• i - ♦♦' 4�0 W LUMINAIRE STATIONS + + •t! arl, l 1w i,\ t J 1 �[.• tr'-�fitL a a' to LUMINAIRE STATION REMARKS NUMBER I I I LUMINAIRE NUMBER STATION REMARKS 1, 0+42 RT 15. 28+11 RT 2. 2+40LT. 16. 30+09 LT. 3, 4+38 RT 17. 3 2+07 RT- 4. 6+38 LT. 18. 34-f01 LT. 5. 8+38 RT 19. 35+95 RT. 6, 10+34 LT. 20. 37+98 LT. 7, 12+30 RT- 2 1 . 38+86 RT- 8- 14+27 LT. 22. 40483 LT. 9, 16+24 RT 23. 4 2 +82 RT- 10. 18+21 LT. 24. 44+72 LT. 11, 20+19 RT- 25. 46+74 RT- 12. 22+17 LT. 26, 48+23 LT. 13. 24+15 RT 27. 49+80 LT. 14, 1 26+13 LT. 28. 51+37 LT. \ 4 29th ST. S. E. VAULT STATIONS 24 1430 LET. 21 1-r30 RT. 19 9+60 RT 18 13480 RT. 16 19+00 RT, 15 23+50 RT 13 28+50 RT- 12 3 2♦ 10 RT. 10 35+97 RT. 25 38+88 RT. 7 ' 46t25 RT, 6 49+80 RT 2 51 +05 LT. 3 51+29 RT. �m `a --ter. I t 2 8 E LEGEND NOTES �o sF 9114``;n Ss�0UA1.��z 1� I. LUMINAIRES SHALL BE 400 WATT LUCALOX MEDIUM _ LUMINAIRE SEMI CUT-OFF TYPE ZE OR EQUAL. 2. LUMINAIRE MOUNTING HEIGHT SHALL BE 35; SET 2' DATE N0. REVISION BY 13JUNCTION BOX BACK OF CURB WITH SIX FOOT MAST ARMS. 3. WIRING SCHEDULE, CITY OF AUBURN VAULT 0 I" PVC CND. Wit *8 #8 AUBURN WASHINGTON ® Ix RIGID ST'L CND. W/2 E STREET LIGHTING ELECTRIC ® I- RIGID ST'L CND. W/2 46 SERVICE ST. IMP. NO. 123 SERVICE LINES 4. SEE SHEET 12 FOR LUMINAIRE BASE AND -POLE DETAILS U. A.B. 8«1-105 00) L. I.D. 256 29th ST. S. E. ("A" to "R) STREET LIGHTING ` AS BUILT DESIGNED,) . TZ S► sNEE 14 APPROV&0 �� DATE s-9t,,,,� DRAWN G. A. 0. *AL� Ott = 40' - IF ; V A O CHECKED _ ATE .:.` JYlAY:-„ T,. 1971 Yf 71- STR - 2+ 0 SN-14 ! 0 71 - � -- • .. - _•. .. .. _.. _ .. .. .:- . , ... ._,:.-- - ._ ...f-...c. ..- .: fGs:-`c' _ ...._..,w_ .._. �..._a_ _.-._:_-z.: is.�i..-.�. �...r-�.»st�.-" siwub,n,..+i�":�.�i6+niwf�il..�i..:d.•a.Jts +�' .�a�71L-�'.�''�Gi�JrsT..�..... _ •_ .. • ". .. ,;.- , ... :: ... ...:::.. ,, • �: 4�. ..x._... .,..rCa•:"t.._tn.x_amait�`....%z..s.r".�k.icti._S_�s.rd�aJ2"�'�f'✓JAt...._a.y:e.,t.v_..T..it.r:.L. __.. __:.r..+. '_1i..__r1�_.'+._....._+�a. ",w -. .. .. - ,.,. ".... . ... ..r. ...'._... ...-«,. �._... _.__._�_... ___•-._:. __._..:L. � ��.__.,.._._s. .:..u.: _....... _...... _,___. _._._..�...._.._ _a_._t.. _.... _Lct.. 1`'L_.'.�_^s__— .- ..."..._,._J'Jc:ic_ r r w Tog t 7 b o, IJ - -�� bl ' y - -` r 19.39 B i►; ;3 jig 31 -� ' ssL 1L93Z-c 8 assZ RE1V[DVE POLES SHOWN 1� TRjff[,4C1-1� CUT 6P` 13ORE INST SEC6NDAR two -- CrioTE (� o TfE ; EX! S T!/YG T,�G C © U G - CAAJ, L.bG4 ?aR I ALL PRI CAOLE 'j H15 S]4ECT I% t It�IST SPARE 6" ABS ALONC2 Z43T14 ST 70 SW1'I�HES USE RIGID STEEL. Cor`1oVIT` IN A!_1, CP,oss1NCS I SEE ENE CTi..EA 6 :REM OH PRI , INST lJG-► PRI F=oR H UP e •SEC HAND HOLE t i WORK , 'LEAVE EXI SERVIS-t See I - ROM-rrjxiS, , ►Ns-r 3Sa DIY► sv,r #•X 10Z4U, iilLtih �cit.E #�$8*I6 ' UG UP pol_r= IN 31, dortD t I14ST ToL Cfo i�KftT� RACK Lv * 1� f x v T �/D TP I_x_ s W o� -� j7-V M �' NOTE : K�t,.L XIoZ-4u, 1 CON TACT �Ker4T) TeL FROM aj} i t!• 'ST 5 A �j I pol-9 - INST I J0 TERM s, P R _ z *6 O FT TaeNcr, THts s f-U3 IU F=usd scwo .w/ &_mca INCLUDING NJ_Tr_KNAi'>Ik5 (r�usH COIv1a1.iLT� O \ Q IKST GUY Tb TEI.. ANC x CL t� , �3 -%4- O I 1Jo o 2. 9 • I T H S T1°n z° ------ (yo X 10Z3 V 14OAMAL. _Y OPEN. p4ST G° - oil. prusr 40-r! 'rO PL*00 oM PRI SIDE AP TAP AGd ONLY >xH T5oX«_SOAVE ew'`TUG CJ,05lM0 To FL Ls U - xcI vAT/oiv No TES uL E SJ zE SIZE COVER T-t3oX •S' ' 4'x XgY PIA 3 - P2 S Z ' 4 9i x 3' r ocr- tqo I z-POS _Sw Xglf 3 - y 4. xi KS Ll 2' L0UV9P ( c M._...Pg4 7 a, S' dew ------ Cq$LE LENGTHS ---8552 - _ A- 9,. _ . ._.. co FTFr - _ _ ___ - _._ . •- .__0o Soo... 50, t CIL OIL I � 2 _ ;os Sw ` CA8 #r 7t3 30?- _ . ___..__ .-_____-_._.__.__._... NOTM DETAIL d)� 8900' TOTAL- TRENCH =p».tltl EXISTING ROAD cc I To BE MADE „ 31 MIN GPAS SED AREA NNW CURB I I"Z _ 0' NEW CENTERLINE x9Tu sT%I—s r 117 NEW C _ 0790.70 6.6 TRACT `�♦ M I PUGET SOUND POWER LS LIGHT COMPANY RESP, AREA KN_ SCALE W.S. NO. Ab2, 8 6 2 WORK SKETCH PRIL__30-,_-197I - SHEET 14 OF 16 A•---- DATE ..._ - - - JOINT FACILITIES LABOR ACCOUNTS INSTALL REARRAN E TRANSFER REMOVE ARRANGEMENTS -OTHER UTIL. POLES. GUYS A FIXTUREi TRANSM. DISt. CONDUCTORS GROUNDS Jt RODS TRANSM. DIST. SIERVICES DISTRIBUTION J.F,N_ NO. TRANSFORMERS DISTRIBUTION OTHER UTIL. ENG COUNTY DIVISION W.S. LOCwT10N 2.13-r-} ST .��. � Y`1NG So:CEN m. A62$62- NATURE Of MONK t V NO I*RGF�O U IV D comverR91 014 [A6[M[NT P[RM.6►RAN D►T[ COMP. POR<MAN• il[NATVRt .. V.. MAP NO., BY OR AOO*1N By CMEC K[D •Y APPROVED Mw PPEO RtTM[M[NT POL[ CARb[' 811.61Ne MR MO �KNQ.. G F G.r Y1T` NO 71- 9 .71-STR - SH-15•. LF A S/-- I WZ=" / q_ fopsr '1oN SW CA&INt-T # 78Z02 ASSIGN ZOARO C4) 6s E Fu Es - )5X CA VA i /0111 TRF Hot_E VAU►_'T SIZE 517E C oV R T-� V U g iT Kv u — ^ N_..1�d_ _ ___-- _- _ . S X- Z-X4 x _ - _ 2%X4%HOLE -- - _ ---1-=PP- s --SVy�---H Tc 8 — _ _ _ . 3 ��._...1.o1J1/ER-foS 18-E FUSeD _ 91.6-0 fipt'+ -TAP _ 12. 7 4 P S -- --;�`�; `� - ' 4 X 6 x,8_��. 2Yxa 1/i r{o1,E _1� 3-Po5 1 z --ros - - -- --- L5 6•XIO,X7z� 5X9�X 7 2� ` P- 3 LOUVER L3- Pas IZO A40 -. -W PEL3, ,l, Z2 37Yip- - - - ------- - --�-- 75 5 'X C 6�}'xg' - X 31/ ou v E ) 3-- PeS t Iv sT 'r'o a►i �4 LL�� I I I I I I I� Olt � LeAVe eX1 OH SeRV' S. i t P X 41N 11" CONDUIT _ C613L_E I-.E[`IG1 fig Q� ! 5 0 ' -- - —19 119 �o 1 o g 1 so, c B or SP?1�E C 1.1 T l95 _ 19 I ,I, o tt ''1-Oo'� rE 1 y_a -S AO 119 44 ! b o it . C 1.L9l�� 100 1 u9 re► 1 0. °� 119.5� o C 6 p C 40, (r 2 0 0 Lu Ot_t 109 To 4r Rs --�-_.} DNS?' SS i�FEl.ix ANUS pA7lW C %�$606 S/135•D�aC NNr'r`GT� P ! �J irtST 7Sd MC" 3'w 1 cr �6" DCoNOV T- , 8SP 7SO M �1ERMINATIa'1`t5 I NLUTFkAl__ _.N.._ to S L O 83`T -----C L 55 0 4x R MOVE TRF Tb Po t_ .790.7u 6.66 i PUGET SOUND POWER & L.IGNT GOMPAPlT RESP. AREA r rz 1 11 OO SCALE: r W.S. NO. A62862- WORK SKETCH APRIL 30 19TI SWEET 15 of 16 DATE JOINT FACILITIES LABOR ACCOUNTS INSTALL REARRANGE TRANSFER REMOVE ARRANGEMENTS -OTHER UTIL. POLES. GUYS A FIXTURES TRANSY. GIST. CONDUCTORS GROUNDS A RODS TRANSN. a1ST. J.F.N. NO. SER VICE DISTRIBUTION oT..ER T RANSFOR TIERS DISTRIBUTION Uf�l. ENG_ LOCATION z9 M4 ST SE COUNTY KING DIVISION T w s. M0. A6Z862. NATURE OF YYORI( UNDERGROUND Corvvl~RSION EASEMENT P(RM.S/RAN DATE COUP. /OREMAN'S SIGNATURE ••U•• NAP NO. 2..151 " 117 ENG. BT OR ARN EY CNECKEO SY APPROVED A/APPCO RtTIR EME NT POLE CARb2 •TEETH• Nt MO EBM � � n 6%u_Ia r_nNTRACT NO- TI-09 -I 1-%,l VIA - r.I-Tv v.. .v - --- - - _ 0 r 0 ' � z� - .._.-. k.. _...�..�-a..__.. _•• ..r. _.... .�.c ... s•.. �G _�f.'�G.t.+�.Li�erSa�U....._. �-,.-_. �.6L ..,. ._�'z'7L .rw .+*s..It_a•.. .C`]�''-:! :._....._. -, - .. _ .:. .. •..: -. - { _ ..' ,,,r .. _...-.:. ... .. _ ..,, -. _ '• _a.e..r yr ., ',.. .. t _... , __- a _ .rmM. .. � a_.�:�i-_.-v. __ ._ -4, .�. .-, - .: .. •. ti.•� ., ,. - ..^-'� •- .-' � .� } ✓�•"«a'=+s.8„.cY.....-�+•-i_•..+e4lV.�v'-+r.... s.,. ..e—r!��I.'^..c-ar;-..w.a. s''i- a - _.. -♦♦ .. _ � . � .� �,. yc - i, y myµ - ,ti ..a.y eras>��r.t�'r'�a....s3,�'+'�� �z-�ti s..� a'E.....w'-�-^ _ • . .. � . l -: :: 1.'.♦�'3t9y'_;.:a.«..�Y'..:..�`.w�..ti..:_�IW�+.....Y_.-�:�Y ��.�•�-.STAWSCCfliii_�l. a • W ' _: _"•' o-.. �A-S ri.=....;.,-il^a.1._-..,, -a:. ':. r".i.v_ .... _ _, - _.. ... J... . _. _.. __ _, _ }. �....._. .... .. .. .... ^.. .... . «-ti _ ...ai...... _._—..__._ .a,^.. --- .... ..... l�W ... z, .- a.• • r.. ... _...{L.. ra 4. ;. pruSIF 100 T r'EgMINATL- 3O CON DU I T .. No-rm ; Itvsr 6 "STEEL UNDER A STREET t. r: - n - r - - e11 16 4/0 T H ( S — Tf�1=, I hI sr B PD A � { P P, j, D s. r 1 8 PSA C/O, !!! i 43 _ 3/8 D-GUY NORTH U) —' To S- rW CNCiNs`i I �OW�R SM , i 3 fd TERM 3 L3Ce 0 3/8 :D-GUY 140PI*H To w �-- zo W SCFt-W ANC VERTICAl- DE So I f ' -risAm rf% <1 iKSY j.�ko FUSE ZST IYIOVMr TRF TO I< ffXCA VA %10/Y/ O - LE- N GT'H S� 11966 33-U — NOT9I2TNE.P!, YNS A UJAa 350 _ NOTEE °-TML 5 -- 11961 ?,00 119 zo �4O ._. C __�3° LIM_LLIM 0 LL 13 1976 53° - A � T 360 50 .360 l.(a 9 � 1 7.50 _.--r--• c. PUGET SOUND POWER 0 L-I%Jn g �'�+�r��� • RESP . AREA _ _ I'S. ll 1 F'- R," L3r.- N :- H a - - mot-.. �...i� _�,�^�.�.•...a.C��Csr�ik'"= -, r uj i 1 rf •q s 24 77 - - -- — -- _ - ---- ^ I 10 ■ Y --I a -4— — - -- 1-- - - r wir r - -, 1 -. __ •_ _- _ _._._._ - - - .—. _ - -._ - -_ -_. __— _ ! �-=r`_ _ ! ! - - r r - r r w w r _ - ! ! r r r - ! r - - r ! ! .r-� -� s r r r^ ! - r� r r - w r ! w - - - L _ _ - - _ -19 _. - I _ 21 160, 1, 1 --- -- 10' / w 30 vi cn 1 in cn v �165` --- -_ 91` o 1 ,n M,F 68` ` 2 TELE. M.H. 200 -- 1 STA 19+08 AL 20 7. ro I •-I•- 1 1 1 e 1 1 +5 --�- — i 1 1 1 15 H cn 6011•- 30, i e 5 21 =9 TELE. K H. STA 38+86 V -- •r •�V - ;► •' '.- CJ �.Gr. 't�? `� S1 !'r•'7 .�,- tj.- f♦ •v� ` 'd` �' -�• 1 #71 ---- 1 10 - - _ . -- - - - - - 1 ■ ' 208 55 1 14 ' ' • 4 - 6 2 2 w / ;t• r W � ' 1 � 320` ' 252' � - • 1 `n ' -- - -- T __ -- - i r Y 25 1 -- _ ___ _ --- W 1 - 1 � 1 ; - - - — --� r- r .._-__.._--.T...- - - - y' ��:._._. .i-lam — — _ 3 r �ff i 1 ` z 1 _ NOTE I. TRENCH SHALL BE MINIMUM 4-0" DEEP BY 1�- 0" WIDE MEASURED FROM FINISH GRADE AND SHALL GENERALLY BE RUN UNDER FIRST FOOT OF 5' SIDEWALK. 29th ST. S. E. VAULT STATIONS � VAULT -".04TATIONS HOLE SIZE VAULT SIZE 24 1+30 LT. 5' x 16 4 x 6 x 5'- e 21 , 1+30 RT11 o 5 x 5 x 6 6 x6x5'--6" 5-6" 20 RT 200' B 5 x 5 x 6 4 x 4 x a-e 19 9+60 RT. 5 x 5 x 6 4 x 4 x 18 13+86 RT. 5 x 5 x6 4 x4 x5'--6" 17 16 PRIVATE 19+00 RT. 5 x 7 x 6 4 x 6 x 5!-6* 15 23+50 RT. 5 x 5 x 6 4 x 4 x 5'--6tl 14 27+48 RT. 5 x 7 x 4 4 x 6 x 3- 6" 13 28+50 RT. 5 x 7 x6 4 x6x5-6" 5'--6" 12 32+ 10 RT. 5 x 5 x 6 4 x 4 x 5= 6" 11 33+22 RT. 5 x 5 x 6 4 x 4 A 10 35t97 RT. 5 x 5 x 6 4 x4x5'--6° 3=6" 9 38472 LT. 5 x 5 x 4 4 x 4 x 5=6" 8 38 +93 LT. & x 7 x 6 4 x 6 x 25 3 8 t 88 RT. 5 x 7 x 6- -4 x S x 5%- 6u 5-6,- 7 5' 46+25 46+25 RT LT. 5 x 5 5 x 5 x 6 x 6 4 x 4 x 4 48t50 LT. 5 x 5 x 4 x 4 x 5=6" 6 49*80 RT. 5 x 5 x 6 4 x 4 x 5'-6" S- 6" 2 51 +05 LT. 5 x 7 x 4- 4 x 6 x 5'-- 611 3 51+29 RT. 5 x 5 x 6 4 x 4 x 5'--6" 1 57110 RT. 5 x 5 x 6 4. x 4 x 22 55' RT. 6 x 10 x7=6" 5. x 9 x 7'- 2" 23 230' AT. 5 x 5 x 6 4 x 4 x 5'-6" LEGEND ELECTRIC CABLE -----'---- TELEPHONE CABLE VAULT ■ UTILITY. POLE INST SEC HANDHOLE • a AS BUILT DATE - ^s R f J I S IN CITY OF AUBURN AUBURN WASHiNGTON ST. IMP. NO. 12 U.A.B. 8-1-105 00) L. I.D. 256 -- 29th ST S. E. ('Wl to "R) REVISED UNDERGROUND UTILITIES ROUTI DESIGNED.J./1..S . nE=c'ROv;:O,¢ SHEET•. DFtAN(q - _ G. A.O. --- SCALE 1.`- 40' �7i i CHECKED , O�TE MAY 7, i971 71-STA SH•IS - 0