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HomeMy WebLinkAbout80D761G� ! E 6 0 I . 00 LEI �� ��; �.I .I {I• �l I M NI cVi NE cV w 01i O` J. a' wi NI ^ ' ti tr• + SLOPE=O.30% 5U�v.G. RIM 61.93 E. 1.E. 6 0.8 6 I 8/" 0. I. WATER1 PIPE CL. 5Z i I • OD .1. N 18 L.F Y , 1#10 x � n CAI a + I x l ' a ' i Il �, � I� ' 43 ij Vi •X: EWA I $-2 21% I r' ,! >, of N + Q STM 3034 SLOPE = 0.004 fJF 418 L, F 8 P.V. !' • 517R 35 I A +L..v STA. 0-F0, INSTALL TYPE M-48 MANHOLE OVER EXIST. 8 STCRM E. 60. {O t . cTH.. (�-Zrr T� ��:.. I *CG ;!;c-rF•.__ FV� C1.20G-ETA. ! +0: ?r, 'L. 1 *364 E3"0.1_ CL 50. v 21C2 ?A. r �3E :N_ .^,; I_ I` 1 1. C C [3,t.E. '0.72. !E, LT. �jc ° +36 CCHNEC' _' E.. .`�,�r, 1✓ U.I. ._ (S:O-4U'/e; 16*RT. _ C, ¢� REMOL(: EXIST. CURB �GUTTFIR,.✓,DEWA',.KAND FENCE. TD 3?_ R4.ANULt. 5; S'A..C+?_ 32 Rt- s'. FLEV 63.70,INSTA LL NEW C�'� �`Gr=E 3.IC�yo TO STA._+37,1,Kr.ELEy.63.15. • C I' I • II r r • 6 �� loc I / ~ 1 t r r-.w 1,' +�O '.v; �,• • 01 Illi • r•:. yr '• L1.1 �AWCUT 1 ! `a x, . • M 5 1 .+� } ti-�.� rn a+Sr .. + ... ir"� �I�: '�'71� 1' '�V1,�7.f Yf • y:f Yw •' �...r.- •'° '� • yI,�y�,,� ✓ ,;T ., �. _'-1F"-".rSi,.c ,ulW N...{ �` - r•IM PtOC Q a + a + kn s r<} _ �, ,77 �• 6O 6C .. 60 QQ Q Q� 0 fSU1L *j + ` I SHAL 8E ; a'•� ; t pEM LISHE14 4 N �' r. <J+ 32 L?. r�+E�E`/. ,` r r E. 2n rl.• r- ,ice, �'+37_'�.t. ELEl.63.15 �7;STA.3+6U, NIATCFI NEW _`-1i/�( TCG EXIS1. ENG CURB r; rUTTF �MATCVA NEWArPHA'-T W EXIST. t'.ST 5iutj 8� C STA. 4t50, EN;, C_, PCti T -VRE ; G-f)T TER ANC SJW (EAST ,SIDE j. CR A�, GETERUIINEC IN FIE a BY ENGINEER. STA G-5 TA PO E X f : r. S" C I PIKE IIvITH 8 x 8 it8 TAPNINa' TEE 8 VALVE. INSTALL?Z'/i DE1�G5 AT STA. 3+50 . 3+6G CGNNE� T E Y:` ?. 4 LIhE AT P,PPRO�'. STA. 4+401 21 LEF i-1 Wil H 9 &ATE VALVE AN Co 9 v 4 REVvLER. ,p.+?-� r�_'kLL FIRC HfLRANT A"'tC7 f ;N VTIL," ! STRIP PER CITY STANDARDS. DRESSER. ��) C1q r��t,: Ai.E-r�;/ C AT{UI•I OF E XI T. 30" " 08TAtr+ RFQuIRCii METRO FERIv►!T THRV CITY OF AUBURN CORE DRILL EX• 30'' INSTALL SADDLE PER. METRO 1tEA:?MT5.00NT F A,C. T G R. :'HALL CALL METRO FOR �S INSPECTIGN-4$ HG'.'k U�' ! < E. I-UthED• 'J ! r .7 �y 4R0 ji1r^', AVC&C AIF Aki,,tF VAVE C z _ o ! � a pf OI NI �}I 225, $171-7 8. I'MI►� V' Iw TYP E A • o _, • = \ - - �' < a i j G URB Fr GUTTER y"� • \� . �. .I V 1 u 1 Qc m O1Q �I ��Ia L)"C;Llr5 ASPHA.T CCIN' `DiN aD L` \ �- " s; MINiI< C'K H - K + + ; j 0 �- „ Z "0 i.0 CA �A.^ti i�'lU Cs?:a✓EL 14) , QI� aI M. H. 2 cn�z 66 �e u�i4 N RtM 64.24 TYPICAL STREET CROSS SECTION SCALE =NONE I.t. 3li. q2 4" + 11 'J of LEGEND EXISTING NEW ASPHALT CCNCR£TF ZL r-EEL =Cwmj;`> CEMENT CONCRETE T't : .;RS ANf? GZVTTER GRAVEL STORM SEWER--ST-B- -ST-8- CATC!' BAD+ti SANITARY SEWER -SS-3C - ASS+B� MANr•10LE �• •, WATER t.IrcE VALVE -W-B- �W-•44i•' FIRE HYDRANT Ac"\-A?_' ; TIL:'y PC.._;'ANCHOR 40 juNCTICIJ LA X (EL EC-; -E--£•LE- ,UNCTIQN 8G A (TEL E.•, CULVERT FENCE (WIRE) -• -1-x _._x_. e 4Z- 6^ 3+UC 3+SC 4+0 FENCE PROFEWTY LINE -- -- STREET LIGHTING NOTES 'REI`_B RV"� MAiBOX i. MU�3V�JIENT a. 1 LUMINAIRE5 (3) SHALL BE ISO WATT LiiCALOX MEDIUM SEMI GUT -UFO STREET LIC&HT TYPE M, MOUNTED AT 301 NEIrAHT. L16H i :TANCARDS ='HAL = CON;=OR!v' TC CITY OF AVi3URN STANDARDS FOP, RE_` .%EIJTIAL STREETS• Z WIRi. 6L HEOULE. Q U 1- PVC CONDUIT w/3�8. 0 LlhIcy RIGID cTFEL CONDUIT N13 8. 4 a" Rl lu C�'EEL cONOUIT VVI3 '8• INA4 AIR VAC• �` Q b"5/QE SEw'ER _RELIEFi VALVE ASE'MBLY �r- (PLUGbED) MARKED / " SIDE SE WEK !PLUGGED) 3 �i a WITH z x 4 d W/ RE` MARKED WITH Z x 4 1 w�RE _ I '� �. �- is ' .. ♦' A- - �- I •_ -------- - ---- _ NOT E S_- Nt _.-- - CO C FT WHEkcc,4E�_--"RY .+ 9 XIS T. N L N y a� / F !31 2 ruRIVEW::kY5•A`� �NOWN,ARt ; ENTEiZED IN EACH LCaT • TO BE FIELD HO,:USTE7w PER. *`,EvE 3. $TATIQ CEW N `IUE !' P r 'IaNL WATE NGWN, PLU/ ENC OF SIDE _ -- WEF'- •`�I ' ,, "�";�' -,. , � ....� * �xPA►�IDED SCREW PLUGS ATP/L , IPA^.,�, •`= T 4. BENCH MAFCK-MOH. $ 14�n ST. NE ANG�A _`.T. NE, ,. �'. • �' . ..'.� ..� �. `,,• �• r:�x 'A' -� !' NORTH LE-ELEV.64.327. _ -� -... t. _ r.-br4T I� • 1 S. ALL- RK ANC; MATE .RiA- - - • -. t O ib •'' 7 TG CITY G^ A' R;JK`J ; T.1 _ P£_ •I_NT.�.r !o- FOZ WAl ER. SERVICES , /A/STALL PET2.. Q com SHALL REMOVE. IG a C /TY !�F A UgU 2.A1 STD S. °C vI t I PEA/&CS PCV. v► ) e„ SIDE SEWER (PLUG " SUILT- DE�/ELOi�E�.. r wI TN z x 4 -NOT AS -- �� �11 II CONSTRUCT WHEEL �„ CN 41 .> � RAMPS Li, (2 wI RED P L"r5, PER CITY GF AJF..II�.�: Lam` ►' >�• -• - BY DATE�1a2°-�Q ETA. O t,3 0 ..5 - R T. INS r A ! L TYPE. 11 - 4 8 ti' H. . E . 5E. 76 - k ► M 63 . ; � � CONFORIIA9 TO DESIGN OONDMONS & CUN�lEC ro`EXIST. 3U� : KITH !i3 LF 8 CONC. PIPE. CG!.'".� T �`fY l=wc,;vi NC'� r; N0 1. M.H. WIT" AN ASBESTOS C0LLAR. •. FIELD VERIFIED it 11 STA 4+48, ci RT. IN.,;ALL TYPE III-48 M H. I.E. �P.4?I r✓ ',' �: 4.G WITH F - NST NE TO NOk,-iH PL 6�EG WI" li SA OECD rL,J C4NNEC1 8••Fv oAH. "J!lr+Arr '?_ C L AR. (14) STA. 4+4G,(APVKOx ) 24 L I IN:. I;A L L. JVN' .f ANt 9,VW ELECT RIC LJI`j.- k: •I41.`j)ND r.-_ _ jH I (CS) STA %'•��. iej RT. IN`TA;,L ,LR 3C,X RUN UN0ERisRC. uNG CA-L1` LIGT I6` LIG! -Ir �'A.tJCifh 'G �I TN. %:y y,vC_ "'TA T ?--,, T I � Hori2 I" = 20' Glenn A, Of face( Nov. 28, 1978 NEWCOMB ADDITION-D 68 I Vert. I"= 2� IZ.,46/7e "N" ST. NE (14th ST. to I6th ST.) ,,V 0 07319 STREET, ST. S., WATER, S.S., ETC. 80 D-'761 5H - I 60 I.E. 60.10± 4 O m uNi N O co M In W: fill - +Q O 0 N 4_ n+ (� M M �I) M M Q \D N NO lD N N xD W N N `p 'f -30, i 3 0 i 25, 25, h _ - s 17 17 8' I' hgl►.I 1 -34 _ SO'V.C, -2.10 8L0PE=0.30% SO'V.C. 5=2.2t%o R o 'Fo O d ..: :� tL' U.: _ W TYPEX' o-onou°o'•°•c°o o.o.. ° o.o o $IDEWA1h Z Q _ > tl' ; w LI 1` C Lu incp cc CURB GOTTER TOP SOIL p > M Lj U w ►` M + dJ N > °0 �D N r ,r Z "CL"B ASPHALT CONC. cD dS. fi - N h ul Kt u1 N Q Q 2 %MINUS CRUSHED ROCK "C "A f_ } O O 0 Q H + + M. H n E L 6ANK RUN GRAVEL �. N RIM 54.24 TYPICAL STREET CROSS SECTION . SCRLE=NONE �Q 64 _ RIM 6 1.93 62 . Z r LEGEND ¢ EXISTING NEW 7:N�A E.`b"i E• I.E.6Q.a6 �_ �. � � ' 60 ASPHALT CONCRETE rrCtLZ r x o. D=I W.TE A PIPE_ CL. ., z ,. :. CEMENT CONCRETE' CURB AtyD GVTTER - x.:: .,: Gz RAVEL ayex2!--mm L.F = W "F STORM SEWER-ST-B"- -STA SB CarcM BASIN �„ 13 >. SDR 35) A STN1 3Q.34 SLOPE = Q:OD 'F1F.. :'. I.E. 58. 43. SAIi1-rARY SEWER._.-3S-3o- =56-8- MANHOLE WATER L114E 4 VALVE -W-8- �W_1, 56.76 c( FIRE HYDRANT ASSEMBLY -1 WNLITY POLE/ANCHOR O; T UNDEROROUND POWERCABLE E JUNCTION BOX (ELEC.)-E-O^E- y CC JUNCTION BOX(TELE.) P CULVERT g FENCE (WIRE) -x x-x-•-x- t 0+00 0+50 t+0p 1+50 2+00 2+SO 3+00 3+$0 4*00 4+50 FENCE (WOOD) PROPERTY LINE -- -- 'STA. 0-20, INSTALL TYPE -48 MANHOLE: OVER.EXIST. 8 STORM LINE-I,E.60.10 i. STREET LIGHTING NOTES` TREE(TRVKIc IN INCHES) � III STA, 0-20 TO STA: 1 +00, INSTALL B*PVC CL200;STA.1 +00 TO STA I +364;,$"D_L CL 50. MAILBOX 7C MONVMeNT 1 LUMINAIRE5 (3) SHALL BE ISO WATT LUCALOX MEDIUM SEMI CUT-OFF i(�) CTA I. .o'3G INr-,TAI I TY®F T-r !'R I I, r-n 7.P IL,'1 T , 11i / STREET LICsHT�-;�- Y E T r7 N 1 T 4H CO F �� vvyy o N * + u1 r I 7 s N di 675 in STA. 0+22, 32 ' L't. GIL ELEV, 63.55, INSTALL NEW Cr,'4 SLOPE 2.47�o TO STA. 0+37,17'Lt. ELEV, 63.15. o7 STA.3+60, MATCH NEW S/W TO EXIST. END CURB 4 QUTTER�MATCH NEW ASPHALT TO,,EXIST. (WEST SIDE.) ® STA. 4+50, END STREET, CURB � allTTER AND S1W (EAST 51DE).OR AS DETERMINED IN FIELD BY ENCxINEER• O STA.0-5 , TAP EXI ST. 13"C.1 PIPE WITH 8 Ic 8 x 8 TAPPIN& TEE f B"VAWE. IN5TALL22'/i BEN05 AT STA. 3-150 3+60, CONNECT EXIST, A-" LINE AT APPROX, STA. 4+40, 2I' LEFT, WITH 8 &ATE VALVE AND 8x4 REDUCER, 10 -STA. 2+7S, INSTALL FIRE HYDRANT ASSEMBLY IN UTILITY STRIP PER cITY STANDARDS.' DRESS EFL I it STA. 0-10 APPROX. LOCATION OF EXIST• 30" SS. OBTAIN REQUIRED METRO PERMIT THRV CITY OF AUBURN. CORE bRILL. EX, 30" SS ✓� INSTALL SADDLE PEP— METRO REXf MTS.CONTRACTOR SHALL CALL METRO FOR IN5PECTION-48 HOUR 1JOTICE REQUIRED, n"""""` ,._ HI __ _- ___ ApprovedoF1IASH,ro a3-7 i ,ADDED AIR R L/ qLV£ RE'At C/7-V -_-- --1- DI ecior of Public Work Eg..., .. _..:-. `l _..._....._...E_. €f �_ _...1cSt�7' VS'/ONAL E V r,5{e I by tip.,. Revision lZ-I.•i8 INC-aE 6 q LI S I -I lE D 12 "KI" (Z T KIP p T r .lit. i,HOVNTED A 3 E GH LI T STANDARDS SHALL N ORM t0 CITY OF AUBURN STANDARDS FOR RESIDEWIAL STREETS. pY a WIRI Cc SCHEDULE: ►- 4 1 PVC CONDUIT W1-3 b. t IVy"RICID STEEL CONDUIT W13 *8. t N 2' RMID STEEL CONDUIT W/3 'S. d re°'S/DE SEWER INSTAL AIR VAC. F- 7 ell,;6 IED) MARKED RgLIEF -VALVE ASSEMBLY isllTN_2x4 WIRE- l4 �I��IARKED WITHRZx�•UGGED) M Da.7cq Wl RE NOT ES= -+' I. SAWCUT EXIST. ASPHALT AND CEMENT - CONCRETE WHERE NECESSARY, 13 2, DRIVEWAY5,/45 SHOWN,ARE CENTERED IN EACH LOT. TO BE FIELD ADJUSTED PER DEVELOPER, 3. STATION SIDE SEWERS AND WATER SERVICES A5 SHOWN, PLVC. END OF SIDE SEWERS �lilITR LX PANDED SGR.EV�/ PLUGS AT RY / t_ 4. BENCH MARK-MON. 14�h ST. NE ANDN"ST. NE NORTH LECY-ELEY.64.327" 11: O -- _6D ' �-=y�, _ ,-,- x- -K-x-+-sue a v_° 5. ALL WORK AND MATERIALS SHALL CONFORM p t, _� I 0 '+ O 6 :°.'.�_ '` TO CITY OF AUBURN STANDHRDS4SPECIFICATIONS.1 N ¢ COAtTR GTe'R rn ¢ et �� ° ' ' ` To: FOP WATEfZ SERVICES /A/STALL PErP- ¢ N Q 1 1 SMALL REMOVE ° C 1TY CIF AUBURN STD S. I- }` FIFNG6is PItZ: Q x ti DEVELOPER.. in t- to"5lAE SEWE12 t'PLUGGEp) I N •3 MARKArD WITH Rx+ - -NOT AS BUILT - WIRE - II CONSTRUCT WHEEL CHAIC RAMPS (2 PLACES) PER CITY OF AUBURN STANDARDS. BY<-,�--DATEIL�Q 12 STA. Ot30, 5 RT.. INSTALL TYPE III-48 M.H. I.E. 66.76-RIM 63.-70±. CONFORMS TO DESIGN CONNECT TO EXIST. 30 SS WITH 18 LF B_C04C. PIPE. CONNECT 8" PVC FROM NORTH TO CONDITIONS III NOT M.H. WIT14 AN ASBESTOS COLLAR. FIELD VERIFIED 13 STA•4+48,5j RT. INSTALL TYPE M-48 M.N. I.E.58.43-RIM 64.24 WITH 8 STUB TO ILO RTH PLUQGcED WITH SANDED PLUG. CONNECT 8 PVC TO M.H. WITH AN ASBESTOS COLLAR. T4 STA. 4+44,(APPROx.) 24'LT. INSTALL JUNCTION BOX AT' BASE OF EX15T. UTILITY POLE f mmm-4 AND RUN ELECTRIC UhtDER4ROU1ND CABLE TO L14HT STANDARD 3. Friendly ,'�`�1 Gant of the .,I; y ri Q STA. 2+25, 19 RT. INSTALL JV14CTIOR BOX; RUN UNDER4ROUND CAOLES TO L14HT STANDARDS 1,2 � 3, LIGHT STANDARD STATIONS: At STA. Ot39,'I' P- STA. 2+30 * STA. 4+35. Scale Drawn by: Date - CITY 1'= 20' -- _ CITY OF AUBURN Gienn A. Officer Nov. 28, 1978 NEWCOMB ADDITION-D 68 Ch c ed Dy, I PUBLIC WORKS DEPARTMENT Vert. I"= 2' Itonlxacl n1s. A vedby=' "NII ST. NE 14fh ST. to 16th ST. 2G "A"' ST. NW _ ( ) W.O. 07019 k 'WASHINGTON Fula a. ISTREET, ST. S., WATER, SAS., ETC. .- 4" TH IC K-D/W 6` OF F� N Q 0' 1 -3 0' -3 �9 1 01 ku ID fv ��al �l I 17' 50' V. C vv0 50 V. C. 2. B 10/- 50*V.C. SLOPE 0 3 0 % �2.10� TY E A P 0 w 1� a: 7CURB at)-rup 0� 0 C3 4) TOP SOIL > -1 06 0 0 't 2�'CL`6'ASPHALT CONC. . w w Cu + 0 2!'A*MINU5 CRUSHED ROCK Do + %D IA < m I- CL.BANK RUN GRAVEL In + M.H. Z Cu + 0: uj (M I tA 0 < + + RIM 64.Z4 6 6 Cu Oki TYPICAL STREET CROSS SECTION + 0 0 4) SCALE=NONE to tn + < I- U) RIM 63,701 U) 64 RIM 61,93 62 62 LEGEND EXISTING NEW 60 60 E. I.E. 60.86 ASPHALT CONCRETE TEEEEL W� CEMENT CONCRETE I.E. GO. IO±___/ B"D.i.WATER PIPE CL,..5P- CURB AND GUTTER _j GRAVEL STORM SEWER -ST-8-- ST­ 9*- 58 CATCH BASIN ss00 I.E. 58. 43 SANITARY SEWER - -3 S -3d- SLOPE7o.004 MANHOLE 18 LJ F/F_ 00 x In _17114 4- 4,18 L.F SDR 35, AS 3U t WATER LINE 4 VALVE -W-8" FIRE HYDRANT ASSEMBLY 04 x to UTILITY POLEIANCNOR 0 1- UNDERC.RQUND POWERCAB 0� 0 V) "R LE E — P_ 0 fr) JUNCTION BOX (ELEC.) E --El-- E 0- + ;� - < 0 uj JUNCTION 50f,(TELE-) U) CULVERT V) OD FENCE (WIRE) 4+00 +�,S 0 FENCE (WOOD) 3+00 3+50 0+00 0+'60 P+00 PROPERTY LINE TREE STREET LIGHTING NOTES (TRVNK IN INCHES)MAILBOX (D STA. 0-M NSTALL TYPE M-48 MANHOLE, OVER EXIST. !fSTORMLINE-I.F. GO. 10 + - M NVIVIENT I -s 36; 87D. L CL 550. 1 LUMINAIRES (3) SHALL BE 150 WATT LUCALOX, MEDIUM SEMI CUT-OFF STOREET LIaHT S-TA, 0 - P-0 TO STA. I +00,INSTALL 8;'PVC CLP-00-STA. 1 400 TO TA -I + GD TYPE MMOUNTED AT 3& 14EIaHT. L16HT STANDARDS 514ALL C014FORM TO STA. I -t-36, INSTALL TYPE I CB, I.E. 60.72. 16. LT. -M. VI 00 CITY OF AUBURN STANDARDS FOR RESIDEIJTIAL STREETS. O STA. 1-3 G, INSTALL TYPE I-C 13, I.E. 60.86,.CONNECT' P C 65. WITH8"D.J. CL SO ISz0.400/6). R.T. t' p WIRI Cz SCHEDULE: 4 0 PVC IT W13'&. CONDUIT REMOVE EXIST. CURB 4 G UTTE R, 51DEWALK AND FE NICE TO 3?-'R4. AND L+. RIGID -STEEL C014DIJIT W1 a. O 4- TO STA.0�37,17Rt.ELEV.63,15. (It. ?_ PIGtO STEEL CONDUIT W/3 'a. STA.Ot?_2, 32*R+. alt. ELEV. 63.70 INSTALL NEWC�Ct SLOPE 3.10/ 1 INSTAL AIR VAC. r. 19 -j RELIEF &-SIDE SEWER, D MARKED _C) VALVE ASSEMBLY A (PLUGCEL)) MARKED VVI;,"SIL)E SEWER 4 'e 7 R (PLUGGED) e 10 ARKE4) WITH 2X4 ci� 3V WITH ZX4 4 WIRE 2 16 6 75 IIA 1p 100 NOTES I. SAWCUT EXIST- ASPHALT AND CEMENT CONCRETE WHERE NECESSARY. _d P. DRIVEWAYS,AS SHOWN w ARE CEN Eb IN EACH M 0 LOT. TO BE FIELD ADJUSTED PER DEVELOPER, (1) 11 + uj 3.GTA SIDE SEWERS AND WATER SERVICES 'WCO R AS 5HOWN, PLUG END OF SIDE SEWERS WITH z E)\ _. ID EXI-ANDED SCREW PLUGS A-r P/L_ 9 NE, I BENCH MARK-MON. (L 141b ST. NE AND 'RA 7� , ;�' � �'. - . . . - E L E V. 64.327. NORTH LEG m e'r ALL WORK AND MATERIALS SHALL CONFORM 60 GO 0 0 CITY OF AUBURN STANDARDS SPECIFICATIONS. • 60 -6Q TO 60 0 7A L t PE re- BoIL W6 HA + 'r F61Z WATER, SERVICES /A/.S SHAL t BEM LISHEN < SHALL lZEMaVF_ 10 CITY ©P AUaVP-N STC)S- 7 13 < I- I I PER r, E t)) 14- t- FENCES - I- rr (p" SIDE SEWEP- (PLUG, if- 'n V) DEVELOPEZ- V) I.- V) MARKED WITH P_x4 -NOT AS BUILT— V) In 4t WIRE TCONSTRUCT WHEEL L CHA4' P;�MPS"(?_ PLACE$) PER CITY OF AUBURN STANDARDS, 13y <_D ATE Yi—ILOSP TA. O-P-2, 32'Ll, GIL FLEV, 63.55,114STALL NEW C �<Jt -,LOPE 2,47 7. TO STA. O-t37_17'Lt. ELEV. 63.15. Q) STA. 3.60, MATCH NEW S1W TO EXIST. END CURB 4 GUTTER, MATCH NEW AS , PHALT TO. EXIST. (WEST SIDE) STA. Ot3O,_6-''RT INSTALL TYPE M-48 M.H. I. E. 56.76 -RIM 63.70t, CONFORMS TO DESIGN CONNECT TO 2 EXIST. 30'*5 5 WITH 18 LF 8"comc. PIPE. CORRECT 8"PVC FROM NORTH TO CONDITIONS & NOT SJW (EAST SIDE). OR AS DETERMINED IN FIELD BY ENaINEER. M.H. WITH AN ASBESTOS COLLAR. WITH B­STUB FIELD VERIFIED 13 STA.4�48,S-Z'- RT. INSTALL TYPE M-48 M.H. I.E. 58.43-RIM 64.24 rO\ STA. 4*50, END STREET, CURB � GUTTEF AND ppING TEE � 8'VALVE. IN5TALLZZ%�BENDS AT STA. 3-t5O N" ST NE To NO R714 PLUCtaEO WITH BANDED PLUCt. CONNECT 8 PVC TO M.H.WITH AN ASBESTOS COLLAR. O STA. 0-5, TAP EXIST. e"C I PIPE WITH 0 x S . 8 TA 3*60. CONNECT EXIST, A-'* LINE, AT APPROX. STA. 4 � 40, ?-I'LEFT, WITH 9 GATE VALVE AND P. 4 REDUCER. in-, STA. 4-4O,(APPROx.)Z!4'LT- INSTALL JUNCTION 13OX AT BASE OF Eyns-r. UTILITY POLE 10 STA. 2+75, INSTALL FIRE HYDRANT ASSEMBLY IN UTILITY STRIP PER CITY STANDARDS. DRESSER Z A140 RUN ELECTRIC VIAUER61AOUND CABLE TO LIC.HT STANDARD"3. it STA- 0410 APPROY, LOCATION OF EYIST, 30" SS. OBTAIN REQUIRED METRO PERMIT THRU CITY OFAVBVRVJ- STA. PtZS, IID'RT. INSTALL JUNCTION BOY, RUN UNDERGROUND CABLES TO LICcHT STANDARD`_ COPE. UTZILL- E.X,aO" SS � INSTALL SADDLE PEP_ METRO RE(pm-r�S-CONTRACTOR SHALL CALL METRO FOR 16 LIGHT STANDARD STATIONS: Itl STA. Ot.39,'P- STA, Z+30,*?i STA.4+35., jm5pE.CTIOW­48 HOUR NOTICE REQUIRED. Glenn A. Office, Nov, 28, 1978 NEWCOMB ADDITION—D 68 Hor;z� C=20' ve,t I"= 2' o or N" ST. NE (14th ST to 16th ST) ,.0. 07019 STREET, ST. S., WATER, S.S,, ETC. AvVE0A'PAJF4lfFVALVE Qi5P_ Ci7'�l wA-reP— 61EP'r- 10 n c? 6 10 80 D-761 5H I