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HomeMy WebLinkAboutzW-0419SetRF_ SER:11OIR ROOF - C /6 "D./. UNDER I ( %g "D /A. THRUST SCHEpUL E G ' TIE RODS, 4 REQ D ORIENT TO SUIT I "G. L SLEEVE I BOLT PATTERN. B /TU,YIAST /C� 4 MAXIMUMr WATER SEAL AT M /N. EACH END R,9D. - STA. 0 +30 t / \i - -8" 96°BEND 6 ANCHOR CLAMP /6 x 16 x,9 TEE M✓ X A IJ -'dam' id @ 4' INTERVALS (AL.L- MJ) i I _ TC UTILITY cal �2 "COPPER WATER c 9" -- - t:?7TOHOPPER EVEL SENSING LIN- MECH. •JOINT TO FLANGE 6 "EX /ST. L /NE, - t - BuiLD /NG I 4 / ( ) - ALONG /6�O.PROX. "— BOTTOM 4 Q' BL /,ND FLANGE -3 "TAP ADAPTE,4 TYP CUTOUT EX /ST. � DUCT 3'G V. - SCREW-ED (7 Ye) /6 "L /NEAS REQD ,- � -RESERVOIR 4b�iLL i ;LUGS rYP , � "P.eESSURE - / 24x24x/6 F TEf - 3" 90 EL - SCREWED ! RELIEF VALVE FOR CONNECT /ON 24 "F3V TYP. WA TER L Et/EL 5, EA /S%/V G �. !/'►, /� �ETAlL i4\ I � ' �-�-- 3° U/,, w 3 Z2 I Fx M (71P./ /'- D \ CONC. THRUST 8D. /,-- I 1 THRUST I BLOCK. M/N 2' 8 " /RESS. RED. VALVE 3" 90° / BLOCK. THRUST T/E i $ "90 °BEND BLOC R z. I THICK 6 "Gi/ /OE, EL. RODS. 4REQD(TYP.) 8x8x4 CIF TEE i - 6 "H/GIH M ✓x MJ - - - -- _ - - 3- #6 N13-#6 DOWELS OR /ENT TO SUIT ( -- �8'M /N. It ; -- - - -� - _ - . - -- J. - -- - - -- - - - - -- - a EXTRA EACX S /DE BOLT PATTERN. I I I I .� ■ ,L � OF B "P /PE (TY " ?) 1 I � - 1 �(TY. x8x4 FLANGE COUPLING CONC. THRUST BLOCK �r - /6 ".WA_L W�SEEP 6 "G.L SOL /D I THRUST M /N, 2'TH/CK 8'W /DE R1A1G 4=6 "LONG PEXM ✓- 6" L3LOCK 9.0 '/ O /F TEE ADAPTER LONG Sx8x8 6'HIGH (TYP / - ) • _� O O d "'GATE /f f_ I `�\2`ti "MANHOLE ABO < .- "T " N `TEE M✓ (TYP` \SEE ( 1 24'D . THRUST RING TYP. - - — - - - PRE S SL/RE GAUGE ALVE(?Y_ 8x6 REDUCER �6 - - V / 6 -U' 6"--)(15T W/L,OGK. ATTACH - " PLAN z _v TO WALL NEAR MH RING - TRENCH MANHOLE (TYP.)` - -- LOCKING COVER -� WIDTH /O" 1 1 TYP BEND TO j EL. /88.70 TYP.)I gPPROX e� _�- 12-' O" 8" AS RE 'D f OUTS /DE FACE GRADE -_� Z- #5x6 =0 "DIALS PLAN �MH LADDER RING5 G� MH OPNG /N f'ZA/V ;r2 =6' TOP SLAB CLOSE RETURN 5- /'THRUST T /ES (`X /ST. GROUND EL. /6t3 (APPROX.)GRADE TO DRA /N 2 -/`5 N 3"'BEEF;IVE STRA /HER AWAY FROM 1WH OPEN //,G D/AGS- 70RTAR � �7WRIIST RING SEE 35 Ji I M✓ x!✓U 11 O //4 BRA 5 5. O!2 00 - CONC. PAD 93 MH SECT /ON ° P /PE SUPPORT 3 DUCT LUGS'(7YP.-) j -II R �^ -- DSO 1I-30 "DIA_.I P -3 "GAL!! STEEL FULL WRAPS 30 - - - - - - -- p _ "dall RT ��4 REQ D OF MH OPG./ # a GROUNIJ EL. /64 ROOFING FELT-- U EXTRA 5 5 / o EACH SIDE, E. W. (APPROX:) 4" J' THRUST n //1 /G (TYP.) O _ _ -_ -- - --- -- -- -- ( STEEL RE/NFORC MENT THRUST T IES BETWEEN - o #5 @ /Z " "E.W. TYP I -- ✓O /NTS. ALTERNATE FROM 0.1/E j / -0� I_O° .SEE AS APPRO!%EJ BY LENGTH TO Th'E NEXT - - - --�- zz 1 �� EXST I! ✓EER /°LACE AGA /HST �= + - - -- n - - -- - - -- - „ - ENG UNDISTURBED _----- - -���^ LUGS -� EARTH o M INSTALL ° - ti I I SAFETY STET 'S 8 -O " ,DUCT LUG -I6' />'Ii I (CL I TYP) PRESSURE - - #5lo /2" "DOWELS N I ,f AT /ON GAUGE W� LOGK. - a 6 "D,Cr /N �` 4 "" CONC. -� (7YP)�LOCATE /=0" .� HAND WHEEL TAP /NTO TOP -1 / CU YD. CL R. SUPPORT TO OUTSIDE OF ° OPER4TOR OF TEE . 6(TYP)4 ��CLEANGRAVEL (TYP.) "-EL. 159.50 HOT /Z REINF. a (TYP.) /i/ Vl./ 7O/ U[_VC. /1 /T7 /�U�JT T�L G�TA1Z �2 rt s/z'oiA rRUSr 6 "COMPACTED 96'MH GRAI/F_L SECTION -- — —{� ,EL ,E 11AT /ON ROD S /ZE A(M /N ) DOUBLE NUT - -- - - - - -- - TO SECURE /?OD + - T3/4 "� 5" 3� COAIC - ° - -� -- �$" TO RING 110RE51561RE REDUCING ..>TAT o D THRUST ROD i�— 3f3`= / a" /8 22 g,. UNDER TEE 3" THRUST RING v THRUST T /ES (TYP DUCT LUGS /t2 s� ,SLOPE AROUND P /PE(/'JO CONK P /PE 8 ) d N EL. /66.74 ALTERNATE AT _ a a; • c TO P /PE REQ• 'D) —` i _ THRUST _ _ #f E. W. (r ?R') ( i /6" O SE (STEEL i r/--s (TYP.% BAREINFORCEMENT - -� -�- - - -- - -- - AS APPROVED II G. / PIPE EXTEND t} - - -IL- ') V Z TO SURFACE,— ! ^� 6- ENGINEER) `"13" V• W O ,; � - -P /PE BASE 12 "D /A. SLiVIP -�/ 6 "COHf GRAVEL o , 4 /=ACE OF CAST . -` IN PLACE CONCRETE - - -- SECTION 2116./. P /PE _ _� / d PLAC._ AGA /HST PLACE AGAINST /`%f?US ROG GL _ /T� IL 3Ea UNDISTURBED EARTH UNDISTURBED EARTH NTS 22 ZZ !'LAN ELEIIA TiON VALVE CHAMSER DETAIL 7 7 -REdCH CURTAIN BLOCK i2' ° =/' o" s /4 /5 22 WRS.y �'. •. .�, .. d}. g F DES. /,% /iS CITY OF RENTON , VIA'SH I NGTON SHEET 2Z ' 2-)M DR. f2/�fi ALL SCHEDULES OF 2 � ■® ��FiILL CHK. /jLS I DEG.7� RECORD DRAWING TSM ALS 5 MG TALBOT HILL RESERVOIR MISCELLANEOUS DETAILS DATE ViOV . 1 975 APPD- NO. DATE REVISION BY APPD, DWG. C 96 1 G - I I' I, 1"�1�;�1,1���1�1,i�I���I�i,� Z - 2 5 3 RESERVOIR SITE TEST HOLE LO-G.S NO CORROSION TEST STATION (TEST WIRES ARE INSTALLED po o �e � po aNC vo Igo zoo INSIDE VALVE CH/M3ER) 00 El. = 197.0 EI. = 202.1 ry Ei. = 201.5 ry El. = 195.5 \1 £Z T_pwil, grass roots 7, Topsoil grass roots, SCALE IN FEET CONNECT TO y� // j� Sift w/ fine sand WWY Silt I Topsoil ( L .E ISM) =Bm. silty sand Silt Clayey silt ,j. - (w/ minor rock) /�/ - -_�02� 5. ?0 5• 51 .� 5' 50 i 5• (till) weedy sift - Sandy silt w/ (SM) =Dry torn. Grave! w/ few bbles s r ( Ire ) few pebbles eiu) a'I.:;hr seew :I 061— I In place density test Sandy silt w/ few 78 :` 10' 49 :�.j. 10• D density Uld) 122 pcf pebbles (till) j - (SM) -Brn. silty sand Moisture content = 16.4% ISM) =Dry grey. --�� (w/ minor rack) —__! og/ In .place dimity test -.��1,� silty sand (til',) <I•I 2�� �j/ Dry density (Ad) 132 pcf 135 ' l 15' 131 (SP) Sand Moisture content = 12.0% .. j. f' 1 (SMI -Grey silty ISP) =Wet dense 4:1- send m b. f. sand �{ �u�{� 117 19.5' 139 19.51 (SP).Damp grey sand(wi 2" Ln ; U m .10 ille El. 200.2 N El. 200.8 El. - oz ✓/� � i- �.= �� �/� � � �o � � i —� ��� r �/ � i / �-�-- -- --� % /^ ���� r% - -_) I 202.2 Topsoil Bm. dame clayey (SM) =6rn, silty silt, residual soil _ LF� O sand (ML) =Wet soft bm. clayey silt oii_� --`_ -- j __oz 1�c� `" \ /i-�` \ ( i �!- - -- -- `- --/ 6N / / I• sz 5. 24 y 3a 5' Grey dense s uy silt rr (till) 56 l ". �1 I -f 1a 100+ lfi em... dame 164 j,r 10 I ISM) =Dry torn silty r. gravaNV silt td! (SMJ -Dry dense grey sand(w/ some a.4 Grey v. dense I. b silty sand (till) J/ _ _ _�0 rock tot) graveuy silt , A /N P /L/ 100/5 f 15' too+ 15' �..I. 150 �,�. 15' SHEETS -/O l3 ISM) =D dense grey . I I ( S X --- •- �--� >� / // ry _ Tan yv. dame FUTU� 50/1" I 98 till no recovery) iI j.i., sand silt !till) 100+Li 20' 712/6•• I- 20- Grey v. dense / / /l�ti✓✓✓/ r �� ✓` / —�� _ �, 1�OPO s ISP) =wet dense 25' h gravelly silt Itilll f. sand ( // /STN 3_ (�\ _ / 100+ I, 25° lao /a" as' (SM) =Dry dense grey 1 � 24 °D. / � i \ � �""_ �s ' � � ✓'— /� SCHE�,L'� G I J fa silty sand (till) too- 30' 100+ j 1,-30- ,4 „w. 1 TA. CONNECT TO / / r / / F__ F-r \ t �+ G 35' 100+ ° a 35' EXISTING 24' �/ j - - -- / / �` L- /�- / { a ( I CON/✓ECT TO — J I I EXISTING l6„ rx , % % �/ I ��� / ! / L - -� r7` —�rl �, j —x— : a> T / ,' .45 i 5 ` 100+ I I so NO CORROSION TEST STATION �� �� i I " —� /4 -j / / / /5 %Pq J° /PEL / 44.0' (TEST WIRES ARE INSTALLED �� Vii\ / / � � r � / E too+ INSIDE VALVE CHAMBEF) I / ^� L_� / V RES_ ERV0IR x ' -- — � (f3 �J UNOARY Z r \ k (SHEETS 3 -I2 14) ®ESEPI/O}� 0 5 10 Scale in Feet • J I � r � i I EXST ®B -2 f.3 / fa CONNEC T TO - DES \ 16"D1 Peat Sand EXIS 7'1NG /0-' // l( � /O�QI- �\ . Clay 6 .d Gravel �0a / - I Silt m ' -J Date Drilled ' � l � ) � /I.•%, �` u 1- — 987--/. AI/E.S. l r -1 } (ML)=Silt L 100+ - 0 Material Tye Go, / \s v < 01 .. Blows I ft. (N)� -5 Std. Port. test -1s0 ` —Depth Below DES. MN5 NsSJ' r r vv�I t� errOw�N @ `01 war'.. D CHZNI.,g p DR. D VK �s /orrAL HILL I -C--77 DES. MN5 DR. D VK CHK. APB I -C--77 2ECCO2D DiRAWING MLN ALS APPD. NO. DATE REVISION BY APPD, .�rcRHisti'k{dd$ F r I'IY ltw'ki t %w -c{tJ9 A. kFfii. Fektlt ;€'ia;EfiiJS7,ktiSG�'kt±tii8�i I.tJ:Fi:NbAet��Yrsif�. k"1 �1'ulal(ixl l`I I ��h*±1 +�7_chri`�a.. CITY OF RENTON , WASHINGTON 5 MG. TALBOT HILL RESERVOIR SEE SHEET AND STANDARD DETAILS 109 AND 109A FOR SYMBOLS. 21110- CORROSION TEST STATION NOTE: LIGHT LINES SHOW EXISTING FACU TIES. HEAVY LINES SHOW PROPOSED FACILITIES. - SHEET 2 PROJECT AREA PLAN SOILS DATA - OF. 23` DATE NOV. 1 97 5 NO. C9392 -1 2 - 2 -5 T /5-0.0' APPROX. ENO OF EXST Z ,SAS L /NE EXSJ. GAS. - I..1(' SERV /CE L /NE Z: OF:I3ERM INYT. EL. /77 t 5' N SEE SNEET.1�� 00 HERE I I 6' "DRA /N PIPE /_ j 9 �- TENN /S COORTS BOUN AR -�q�' ALL AROUND -- `- - -- O /O 20 40 / d -196 I I 2 "GA.5 LINE TO BE SCALE IN FEET /C'O /✓STRUCT NEW FENCE gyp/ 1 ,i6 COLUMNS _ I TE(VNIS COURT PLAN/ ARE \ y� I' RELOCATED BY OTHERS 20'(TYP64PL) / I REMOVE EXST. FENCE � / /� 14 i / � BENCH MARK 5�E / I I 1 \ n - CHISELED SQUARE \ (p OVER HOW Ph-E, � 5Ee 3 `( h I 24 D. /, SCH P - SHEETS 15 -/7� ON CONC. FOOTING I I W OF FENCE POST 195.0 DRAIN PIPELINE W DRA IN PIPELINE -SCH R N SCH. D SEE Sy. /3 SEE SH. /0--- EL. /98.44 /NV. ELEV OVERFLOW PIPE / 2ol.00 N 202.22 h PL 169.00 .( I � AA10 WE /R I O / FL E I 19�F7. 7 O ¢' MANHOLE I \ /G.9•- �J + i I / /// /NVT EL, 166.00 1 / �? 22%2�BEN05 o uN RO IN I� \ r _ /6 "D.. /. (2'X 8'- 1/ALVE 8 VALVE l9 r o : -� .__ - -- -- - -- / I �® \ TOP OFPlPEOEP7 GHAMt3ER 22 2 BENDS PM SEE \ VARIES Ff20M 3 F S/-IEET $ /2' L /N T- UTLET 24 X 24 x Iro TEE I I _ IB` / \ - -- -- DRAIN O 0p ,Q 4 FT. 13ELOW EXIS 2 ,B. V. S 3 _ �/ 3 MA/JNOLE -- 2 - -- 3 3` GROUND SURFAC O # SEE SN.B DRAINAGS CIIAN L 9 SEE 3 3 22 I EXST 0.5-M.G. :PESERVO /R \ -- _ , 0 F" /LL W /T�/ EXCA✓.47 -EI7 v TOP OR PIPE / \ ' I o � 19 y A 4 1 E/P /.4L .BREAK OFF i I �N 0,5) -r ' VAR /ES / 70P 2' OF WALL / FROM 3.0 To 4.0 FT UNDER EXIST GROUND I Ul SURFACE. I \ . O � °J I i h VEre /FY. I Vq , m I200.� 20/.00 201.30 F�TUBE � �I / - EX6T FNY• \ LINE OP ( + 12 11COPPER I I I CONK 7, --e Co /TH ` II f l SENSING V EL ¢ N 1 LIME. 322 P/JRK /NG >�I STOP. PROV /OE N % SEVER SERVICE G N /p:CO /6 FLAP VALVE / CONNECTION I Iy Cp/VC. SIDEWALK SEE STD. DET, S -I I i INVT i I UT /CITY BUILDING + rr I in EL. /9200 NOTE' SEE SHEET /2 G I SEE 5 I SEEDED LOCATION ANO DEPTH` EXST. /O" C.L 00 OFEX /STING LML /TES I SUP V /SORB CONTROL UT EXST N 3- 9 1 9 9RE APPROXIMATE. PIPE (REMOVE INFLOW P/ K 202. I 201.00 AS REQQ) \ i V I O I ASPHALT P�OV/OE ghk0 / -- - -- - EX: AV4T/OrVORE PROVIDE /O N Njn I / PARK /NG EXST O:5'M. go"x /6' \ _ i9�o A R C A F3. V. W /TN �I II AREA ??OCR, /6" I I _ -I9� - /C�.S AL E f-VNLSOLNDATUM 41 ° I��SER1/O /R. F /LL VALVE 60X 49 �0 BEND, /6' I I Q I d TE EXST. !O" IA/ /T'A'I EXC.4V,gTEO B V W ?.4 ( 4� GATE O I I I I III DRAIN MLtTEiP /AL ,BREAK VALVE BOX. I q /98 EXISTING IE5 514OW I I N OFF TOP Z OF MALL Q I I I III h d I N HEAVY LINES SHOD/ II Ili I _ 20Z. /l FACILITIES INCLUDEL 20/.53 201.30 IN TN 15 CONTRACT. CF-/A Iri/ L /,vK FEti -IcE - 200. GAO ti I °LAN LEGEND PR 2�f'X24'x /O�TEE, . ?g OV /DE SCE may- 1 CTYP �i m 70 25' /M!EL.1692/ 3 9 FINAL GRADE ® ORfG /NAL Gl?OUND LINE ALT ITUDE VALVE(FUTUR OVERFLOW P /PE . SEE S VEST 8 i \ EXST EL /98.0 EL. BOTTOrL1 ° !N� GI.�TE VALVE (<S V) OF TEE 179.Ot I� tl = _EXSTPP OVERHEAD \NOTE: WIRES - _ . CB._- EL /9Z 12 (TOP OF LL CMP CORR. METAL P /PE GROUND \ / I \ 2 11GA5 LINE TO BE S'CONC- A-fWS, EL, 196,12 O MAX /MUM SLOPE G Gas PIPELINE EL. 194.0 r' \ \ RELO \ - B':' Ci yERS. /IL /� FOR EXCAUQT /ON Hl F BUTTERFLY VALVE (BV,) /NV. EL.174.5t \ �, __ f0'M.H_ ° - EL /T2.37 R EL. /73- � (TY10) ° EL. /$ /.l2 'i,H• CHECK. UAL\/E (C. �/ ) %" CARV APGO = \ _- 5 1 PP PO\R(EF� POLE 149 C. SEE F 9 . L. EL. /6.62 20.0' I 3' I EX /STING F_ NCE 12:0' F EL 169.24 (TYB) F1N/SN FENCE LILIC- \S°• 180.0' 3 23 _ /D' (� COTITbURS: O OOR E h \ �) FLL /!08.24 c E /'� n j T® ® � EX15TlNG GROUIIp AT WALL -SECTION V I. -.. 13' /2'_...N2' ZG \\ \h 9T� SCALE I' =20' 3 3 F /�lAL GRC�UrvO y -i II CE 14Y0,24rVT (F -) ST o� Zo 20' \ �h �\ V�Vj ,°F _ _ t GORR0810N TEST - _. EXST PP - -- FQ�.O° w0 NOTE: LIGHT LINES SHOW EXISTING FACILITIES STAT.rON Al " "�•'' r Lv �� \4 \ �C`7�O OF.o), HEAVY LINES SHOW PROPOSED FACILITIES -FOR OTS'E,P SYMBOLS - �� S I SEE ST.D. .DET. 109 E` 109A a of was CITY OF RENTON , WASHINGTON SHEET 3 SCHEDULE R / ' W l�H2l V A OF: 23 . ® ®L1�1 1 RESERVOIR SITE PLAN A6 � ®!I LL 5 MG . TALBOT H I LL RESERVO I R GRAD : NG PLAN DATE NOV. 197 DWG DES. MHS DR. ED LWB CHK. A.BB I 6-8-77 REGO�D DT�pJ!`[!NG MLi� AL-) i AM NO, C9392 -1 2 - 2 5 APPD. NO. DATE REVISION BY APPD. i AM NO, C9392 -1 2 - 2 5 FL. EL. 177,&1 -- 15JINT VvH /TE STRIPE 18'WICE FROM lbf �2 SOT OFHOIP= R i0 7-0P0/ Wk"LL. MARK Ef{: !o" WITH BLACK 3/4" L INE- NUMSER =tt. FOOT 11V,9' 6&AC14C LETTE,f'S FROM 4SOT. TO TOP COAIC- J Nt C- E(. 177 3!0 1 I 173•f2 ' I � e H7; F3 170.07 : 1 I S,-C- WqL Ir2 .b R/. TH /S SH. In Y EXR 7.1 RE/JUC:,_R !I , ' / / ✓GET - I O YALY� °/T %� �j� cT I - -- =2LOn i 3�i0/i i r�- L-- OYERFLOV✓ •I�: -=+{I -TOP OF WALL 1 3 "H/Gr/ 6LF�CK f -2z-- LETTERS, L-- W7TERUPT BL {CK 1 "zf STR /PE AS REOD• � oI � I -- / STRIPE 0 6" .- •S7RIFE Ei:XTENCS 7 TO B07 of-/ O> HOPPER SEE EX;:1W 1510/ .' :7 J pL ,JOINT 5E6 oETf�1/� WALL SZHEL/ E cTYPj B -- t 0 //\/5 OE I"-:A-CE OF % r/ LL %2 -COP /NfaTER 3/8, 411V5 S R /PE � =- � I / /02i91IV P1 P.E I � I I J h U -}- -- T N _ -- j EXP. JT t -o 4 c.F. �M w �a U VEAL -T. IvALL ADN � I SES SL.GT /ON TYI�lC19L. 1'EEI I =i DET/1IL.. -1 7 Op 1LL- ^94-A WITH 77t/OKOL. `S/iEETMET^L-SGRE%VS Gnx /Co eA. ! YcAT PLASTIC WS, ANO C -7ALV. W.S, �LATrEN R /C7C-rESiN/1REr4 OF EzTEEL W.S. TO ALLOW T laHT LAP, h 1 l zl1(TYf') Gll x 3/61/ °LASTIC W. G. /N FOOT /N4. r1ELlo TO NORIZ. �/ //x 3/6/1(Y.9ST,'GWS, SEE jt DE- IL- N JO /NT t7E:Tft lL . -- 1 1 / 1 ✓ 1 �0./ ��L L ®I WATEK5TOF OI:�'LIOE I m I I NT S - .I �I i F • No. OF R/bs r/8' PROJECTfO/J EA. S /OE' EA. ALL R /6S (TYP, ) 01 j FACE Of= W.S, EICP- JT. p'OENTER. bULb fHiCKf. /ESS O[/TSraE lJ /14 1 i .ATOUTS/OE -O� tT Si�z M /N• STEM 7YP THICKNESS'�i E -MIN. fSULB @GTR.bULb THICKNESS i /73. l�z 1 pfuNOEe- ' O I i 01 o 10 ' O Gxx 3/811 Coll 5 /s!' N 7/8 1/4'' Go �I1X 38N G1W ''' /6� 3 %b'I �tl �4A 8 �/1O 6 F D �RVALVIF !/� 3 %TqR" 2 -i O� � EACR-4OE UNO � NUMTEAT: E r2 /AL QUALITY 3, jVON -ROUNO GENTBR FGJT/NC FEK3PEC/F/CAT/ONS ,eUL� SHALL HAVE,h FOJNDg T10� �L� V ~ E PGEICE5 SEE i- Ty{ ALL CJ BERT /CAL. __ 8_ TYR 1 , ,/ 2 D /M. RE UIREMFVJS M /N. OUTS /,pE O/M.Of.[7 EXP.I ✓T. SEE c� 8 � I Al?OL/NL7 G �E TOS UPPL //E 2SpE ozN e TY� 9 9 1x11 ' 1 jz !81•r2 oR`oefzs PLAC /NU INHSH-O07.VN P /,, °.E SEE, :,.T 0/81/2 CTO.FTC7. TYf'ALL AROUND) �OE�T. A /LS S/1 7 &Y- GTA �,- yQ TE �C -TO - coen/Efa � ro N.Ts. Iq SL. EL. 178 -Col -- - -- -- -- -- - -- -- -- -- FL. EL, 179,3Go X WAS / `i.��p ss /nnn itt5l?fSl i41 Hlk,l %li%Id,t�.l_k43 X119 93t 7 9T1'i -1't h! >7 wSU! 11, Ltl,lil ti��l lJ IE'tt� °�'I I,f ;.t��R 4 c.F. �M w �a U VEAL -T. IvALL ADN � I SES SL.GT /ON TYI�lC19L. 1'EEI I =i DET/1IL.. -1 7 Op 1LL- ^94-A WITH 77t/OKOL. `S/iEETMET^L-SGRE%VS Gnx /Co eA. ! YcAT PLASTIC WS, ANO C -7ALV. W.S, �LATrEN R /C7C-rESiN/1REr4 OF EzTEEL W.S. TO ALLOW T laHT LAP, h 1 l zl1(TYf') Gll x 3/61/ °LASTIC W. G. /N FOOT /N4. r1ELlo TO NORIZ. �/ //x 3/6/1(Y.9ST,'GWS, SEE jt DE- IL- N JO /NT t7E:Tft lL . -- 1 1 / 1 ✓ 1 �0./ ��L L ®I WATEK5TOF OI:�'LIOE I m I I NT S - .I �I i F • No. OF R/bs r/8' PROJECTfO/J EA. S /OE' EA. ALL R /6S (TYP, ) 01 j FACE Of= W.S, EICP- JT. p'OENTER. bULb fHiCKf. /ESS O[/TSraE lJ /14 1 i .ATOUTS/OE -O� tT Si�z M /N• STEM 7YP THICKNESS'�i E -MIN. fSULB @GTR.bULb THICKNESS i /73. l�z 1 pfuNOEe- ' O I i 01 o 10 ' O Gxx 3/811 Coll 5 /s!' N 7/8 1/4'' Go �I1X 38N G1W ''' /6� 3 %b'I �tl �4A 8 �/1O 6 F D �RVALVIF !/� 3 %TqR" 2 -i O� � EACR-4OE UNO � NUMTEAT: E r2 /AL QUALITY 3, jVON -ROUNO GENTBR FGJT/NC FEK3PEC/F/CAT/ONS ,eUL� SHALL HAVE,h FOJNDg T10� �L� V ~ E PGEICE5 SEE i- Ty{ ALL CJ BERT /CAL. __ 8_ TYR 1 , ,/ 2 D /M. RE UIREMFVJS M /N. OUTS /,pE O/M.Of.[7 EXP.I ✓T. SEE c� 8 � I Al?OL/NL7 G �E TOS UPPL //E 2SpE ozN e TY� 9 9 1x11 ' 1 jz !81•r2 oR`oefzs PLAC /NU INHSH-O07.VN P /,, °.E SEE, :,.T 0/81/2 CTO.FTC7. TYf'ALL AROUND) �OE�T. A /LS S/1 7 &Y- GTA �,- yQ TE �C -TO - coen/Efa � ro N.Ts. Iq SL. EL. 178 -Col -- - -- -- -- -- - -- -- -- -- FL. EL, 179,3Go X WAS / `i.��p ss /nnn itt5l?fSl i41 Hlk,l %li%Id,t�.l_k43 X119 93t 7 9T1'i -1't h! >7 wSU! 11, Ltl,lil ti��l lJ IE'tt� °�'I I,f ;.t��R -- 1 1 / 1 ✓ 1 �0./ ��L L ®I WATEK5TOF OI:�'LIOE I m I I NT S - .I �I i F • No. OF R/bs r/8' PROJECTfO/J EA. S /OE' EA. ALL R /6S (TYP, ) 01 j FACE Of= W.S, EICP- JT. p'OENTER. bULb fHiCKf. /ESS O[/TSraE lJ /14 1 i .ATOUTS/OE -O� tT Si�z M /N• STEM 7YP THICKNESS'�i E -MIN. fSULB @GTR.bULb THICKNESS i /73. l�z 1 pfuNOEe- ' O I i 01 o 10 ' O Gxx 3/811 Coll 5 /s!' N 7/8 1/4'' Go �I1X 38N G1W ''' /6� 3 %b'I �tl �4A 8 �/1O 6 F D �RVALVIF !/� 3 %TqR" 2 -i O� � EACR-4OE UNO � NUMTEAT: E r2 /AL QUALITY 3, jVON -ROUNO GENTBR FGJT/NC FEK3PEC/F/CAT/ONS ,eUL� SHALL HAVE,h FOJNDg T10� �L� V ~ E PGEICE5 SEE i- Ty{ ALL CJ BERT /CAL. __ 8_ TYR 1 , ,/ 2 D /M. RE UIREMFVJS M /N. OUTS /,pE O/M.Of.[7 EXP.I ✓T. SEE c� 8 � I Al?OL/NL7 G �E TOS UPPL //E 2SpE ozN e TY� 9 9 1x11 ' 1 jz !81•r2 oR`oefzs PLAC /NU INHSH-O07.VN P /,, °.E SEE, :,.T 0/81/2 CTO.FTC7. TYf'ALL AROUND) �OE�T. A /LS S/1 7 &Y- GTA �,- yQ TE �C -TO - coen/Efa � ro N.Ts. Iq SL. EL. 178 -Col -- - -- -- -- -- - -- -- -- -- FL. EL, 179,3Go X WAS / `i.��p ss /nnn itt5l?fSl i41 Hlk,l %li%Id,t�.l_k43 X119 93t 7 9T1'i -1't h! >7 wSU! 11, Ltl,lil ti��l lJ IE'tt� °�'I I,f ;.t��R �/1O 6 F D �RVALVIF !/� 3 %TqR" 2 -i O� � EACR-4OE UNO � NUMTEAT: E r2 /AL QUALITY 3, jVON -ROUNO GENTBR FGJT/NC FEK3PEC/F/CAT/ONS ,eUL� SHALL HAVE,h FOJNDg T10� �L� V ~ E PGEICE5 SEE i- Ty{ ALL CJ BERT /CAL. __ 8_ TYR 1 , ,/ 2 D /M. RE UIREMFVJS M /N. OUTS /,pE O/M.Of.[7 EXP.I ✓T. SEE c� 8 � I Al?OL/NL7 G �E TOS UPPL //E 2SpE ozN e TY� 9 9 1x11 ' 1 jz !81•r2 oR`oefzs PLAC /NU INHSH-O07.VN P /,, °.E SEE, :,.T 0/81/2 CTO.FTC7. TYf'ALL AROUND) �OE�T. A /LS S/1 7 &Y- GTA �,- yQ TE �C -TO - coen/Efa � ro N.Ts. Iq SL. EL. 178 -Col -- - -- -- -- -- - -- -- -- -- FL. EL, 179,3Go X WAS / `i.��p ss /nnn itt5l?fSl i41 Hlk,l %li%Id,t�.l_k43 X119 93t 7 9T1'i -1't h! >7 wSU! 11, Ltl,lil ti��l lJ IE'tt� °�'I I,f ;.t��R X WAS / `i.��p ss /nnn itt5l?fSl i41 Hlk,l %li%Id,t�.l_k43 X119 93t 7 9T1'i -1't h! >7 wSU! 11, Ltl,lil ti��l lJ IE'tt� °�'I I,f ;.t��R j STOCK - Z �'/ . �T�7i. -- — — — — — 7777=777 _ - -- — — — — — — -- - 50L/ Z) .gLOC�' /NCa T FENCE STANCHION-',' Q R�Q o. TO ACCONJMO- DATE WAT,ERSTO/� ��az� \ @ /O'-O' ALL fjKOUNO n ,Q \ 4 "xz" O Q STL -f? i 57 h /2ND. - - -� - -� - -� �- - - -� - -�� �\ -� F % I A_ U Ll o 11E90 Jocrs 5/8 e''2AD- O� jTOP oF� -DOWN TYl' 3 _:LUSH W SLA6 � PLACES_ SEE_OET NorE: I I HA�NJ / I �- � -I - - I \ � I �✓ / I -/07- D111 6,11-V AFTER LOCf1T /OBI / \ /\ \ FfI B/2lCATlUN - I SEE SHT. ro L - .� _ .� L - L . "JOTE: FOR DETAIL \ C 3 -�" GONST2uGT /ON JOINT USE 3�6" PLUeH 5HELLS �✓ RoUn/v HEA7cD f30L.T5 TO F r, T. NET T E -0OWN , LocAT /O!� OE EYS K l� OF WALL = 5 �a 9 TOTAL ( "TYP' F- A•S!DE� � � I \ TANK j > NET ST� E /ON CTYP. 61 PLACES) Ll — . 10'0" 20 =0" I Q aV 'X S�c ^ ^" CONT TYfR TYP 01 Q 4 STOCK NV ` -- �o "P/G !/✓9TCc STOP /. JP/9Gc� �GTvv�Giv F /LL e0 LEAWK/ A,5G7YE RO 0AM CUT- TO /--/7- TO of cO�ICF��`E, AT CON5Tl2UCT /dtJ ✓O/ TS SHALL_ i NQT f3E 5PG /CEO CG. /T, WE40.E0 0,2 oTHE"2 wiSE ALTERED 1=f20/✓/ 7-IL1A7- SHOWN a/V SHEET Co . �- A-- 711=1GIALLY R00C7HEN GONCgr =Ta AIVZ4PPLY 50NT -1/\1,r, ACCENT �/2io2 TO GHZTfNCi AG fJGENT JT —� L - -� NTS-- I I II v I i I —_ �'� TOP OF SLAB ELEI/AT /O /V �z ALL ^eaUN0 01 EDGE _/ °"7.E 0 �DOF SLR/ I 71AA1 _ 3/32 =. /_' -0 / /___.... � p.OE AHyb��l ?¢�, o DES. T2C CI�I ZM DR. OLA J ■■ I I I LL LHK. GF' ©/ / / LE�AT /Ca1! • 10 94BC I9#5TC 10 #4BC 10#5TC_ 10 =`4BC ',0 #5/TC 10 #4BC 10 #5TC 10 #4BC_ 10 #4TC TANG N) q0 ST�UGT/ON JT Q m 3 #5TC 395T_ -25T 1` 8 #5T �3 #4B NOTE: °� \ 19# BC - \10 #5TC i 10 #4BC_ -- 0 #5TC / 10 #4BC- -I0 #5TC / 10 #4BC — I `IO #5TC_ / 10 #58C 10 #4TC THE NUMBERS DESIGNATED 01 2Q OA © THROUGH 6 INDICATE A SEQUENCE FOR CASTING THE jn - w� `] /' - \\ / rQ - -- - I \ -1 -1 / - - '3 #5T \: C 3 #5T' I-, 2 #4BC, 2 #5/�, ll /�"'~ ( 8 #5T � � 3 #58 ' INDIVIDUAL CONCRETE ROOF SEGMENTS. ALL ROOF /�\ REINFORCING SHALL FIRST BE PLACED AND SUPPORTED FOR THE ENTIRE ROOF. THEN CONSTRUCTION JOINT FOAMING IS TO BE INSTALLED FOR EACH INDIVIDUAL "QDOF PEZIMEjE,2 210 IO #4BC 10 #5TC 3 #5T ° c� 10 #4BC0 � #5TC_ 3 #5T 10 #4iBC 10 #5TCy 10 #4BC 10 #5TC 8#5T �, _10 #4BC j,0 #4 C - 3 #4B �� -e gg ��o 2 5T -�� - Z98,2 m POUR AS NEEDED. THERE WILL BE 16- DIFFERENT AT EL 197,72 ALL TZ SLAB POURS. EACH SLAB POUR SHALL BE WATER CURED FOR 1 PRIOR TO THE PLACING OF ANY A2DUND• __ I�\ /I I`\ � _ � 10 #4BC \•10 #5TC_/ 10 #4BC \10 #5TG_/ IP #4BC_ ��10 #5TC / 10 #4BC_ -- '10 #5TC % I0 #5BC 10 14TC -DAYS ADJACENT CONCRETE SLAB SECTIONS. SLABS DESI G- \"1,/ j__\ / `N�'_ \\ /� /_�_ \l ', Iry� 3 #�L" 3 #5T 7, Z #4B '` #'5T/ I 8 #5T /, 3#5B HATED El ARE TO BE CAST FIRST. 7-DAYS AFTER - I _ \ _ N � _ /�� r ' ` \2 THE LAST ADIACENT SLAB HAS BEEN CAST, /' �/ �I I �� _ / \ 1 °mI / \� °� SLABS DESIGNATED [] MAY BE CAST INDIVIDUALLY / -J 10 #48C OR SIMULTANEOUSLY. SLABS DESIGNATED F31 MAY / o;� 10 #5TC_ 3 #5T m 10 #4BC m m 10 #5TC 3 #5TC, 10 #4BC_ 10 #5TC` 2 #5T �, 0 10 #4BC m 10 #5TC_. 8 #5T m m 10 #4BC 10 3 #4B m #4TC SIMILARILY BE CAST -1 -DAYS AFTER THE .LAST _ CONSTRUCT /ON JO /NT o�� �� m °� °� °1� �� ADJACENT SLAB 0 HAS BEEN CAST AND SO ON. ° THE CONTRACTOR SHALL PREPARE A CASTING SCHEDULE FOR ENGINEERS APPROVAL. I �\ _ ' / 'V i \ \ - ' I \ / 10 #4BC- �I0#5TC 3 #5T / 10 #4BC �1C #5TC 3 #5T"' 10 #4BC 2 #48 X10 #5TC 2 #5T 10 #,B C_ \ �0 #5TC / 8 #5T 10 #5BC_ 10 3 #5B #RTC 0 �DOF SLR/ I 71AA1 _ 3/32 =. /_' -0 / /___.... � p.OE AHyb��l ?¢�, o DES. T2C CI�I ZM DR. OLA J ■■ I I I LL LHK. GF' ©/ / / _ 10 BC -_ _10 #5TC_ 10 #4BC #A 10#5TG ]0 #4BC 10 #5TC_ 10 #4BC_ �Of5TC 10 #4BC 1OA4TC 3 #5T #I f 2 #51,j� �� I ` #5 ! 3 #48 � j ` Iljl jl` j`I 16 )0# BC_ 10#5TC 3 10 #4BC_ 1111TC_ 1 10 #4BC _10 #5TC / 10 #4BC 10 #5TC 10 #5BC 10 44 C I 3 #ST `3 #5T ° 2 146 �2 #5T' 8 #5T ' 3 #58 i I 10# BC 10 #5TC 10 #4BC _ 10 #5TC 10 #48C 10 #51C 10 #4BC_ 10 #5TC _ 10 #4BJ;_ I4'-O" 200E VENT `r0�0 "SCjJ. COLUMN 3 #5T °° 3 #5T 2 #5T I 8 #5T _3 #48\ y �{ SES DETAIL SHT. 7 + o c m TYR 2 PLACES CAPITALS COLUMNS _ PIQ m° m BELOW /Z00%= SLAPS 0 1 C7 P) - m m m 4TC -5#i �bC -5# TC7 t5# 48:6_° -_5 #5TC _5 *4BC _I_ 5 #5TC° 5 #4AC_ °_5 #5TC G/{TE POST STfi/lCH /ON t0 =0" 10 =0' 1o,o, 10 01 10L0° I 70'-O° 10.0" 1040" TYP -EA. COR ER. MIDDLE GOL M/sl MIDDLE COLUMN MLL'JL5 GOLZ/M1,1 MIDDLS COLUMN MIDr-F EtX76 5714;1P STRIP 57R/P' STAMP STE /P 5T2 /P 5TRIP ST )eIP ST2 /P 5T21P 2- 2 -S LEGEND __.. - -- - - -- -- - - -- - - - -- - -- 2 - #5T /O #5TG 10957G 8 #5T #45 10#4TG T - TOP CONTINUOU�v- BAP-S J T -. 1 `/,2 0 EEL PIPE it -TOP SA'OZT SA2S - 46L0 ALL COYN- 8G - SOTTOM CONTINUOUS PARS GR /ND SMOOTH• 5 - 007 -TOM S/ --I0Z7- 5A25 - - 9 AFO E2pl F B2 /GA7lON 28., (TYR) - 6 8" (TYF'.� I - m 2„ /� TYP? 6 o #4BG o#4EG� 2 6r. 10#4 5G 2'14HooP5 �' 7-YP- J �3 /bXCoxID W� MIODLE 57A2 /P COLUMN STPIP M/OOLE ST2JP COLUMN ST/Z/P MIDDLE ST JP Ec E ST,2; n SHELL�a r4oTES: I. MINIMUM CONCRETE FIELD STRENGTH AT 28 DAYS SHALL BE 3000 PSI. 2. SUPPORT COLUMN VERTICAL BARS AND FORMS AS REQUIRED. PROVIDE POSITIVE INTERNAL SPACERS BETWEEN SPIRALS OR TIES AND FORMS TO INSURE UNIFORM COVER OF 1;" AS SHOWN. METHOD OF SPACING SHALL BE SUBMITTED FOR REVIEW BY ENGINEER. — 3. ROOF SLAo BARS SHALL BE 'S, CLEAR OF TO OF SLAB AND 01Z' CLEAR OF BOTTOM OF SLR^. o �N 4. SPLICE ROOF SLAB BARS I' -G' MINIMUM WHERE INDCATED. 5. TRANSVERSE SLAB REINFORCING (NOT SHOWN) SHALL BE IDENTICAL WITH REINFORCEMENT INDICATED. 5ENOV4ZT• e 00" INTO TO/ G. ALL REINFORCEMENT SHALL BE SYMMETRICALLY AND SLAS CTYP UNIFORMLY 01 STRIBUI'ED ACROSS COLUMN OR MIDDLE STRIP INDICATED. PLACE ALL REINFORCING ON ENTIRE ROOF AREA AND CONSTRUCT ALL CONSTRUCTION JOINTS IN ROOF SLAB PRIOR TO PLACING ANY CONCRETE. - A�fou/vco 6Lor4E wI S,HC, T ,?A/7 /U5 2 V2 "x5" .. TCVL I�,IOT� = TPOWE L 'rOP OF WALL TO 5P0,^.1GE !Ua5E- I-A� O �: ° 2 m F2OVI12E SMOOjr-I SLX -FACE, ��'(�° Q ' c� .: S =GU27✓ .2USF3E2 p9D !17P OF WALL 'aP0NGE 2U58EP- TO TO°oF KALL oL• 19772 WITH AN AFFP -CVED WATE2t reooF I '�4`GHAMF6,E HDHES/Vc. ALL '� °' FO M !O� /p w/ GP-EVICES BETWEEN ZU�E2 Q f3PE2T PAb, o PADS SNALL i5E CAULIGEL7 CONY,) l2 HALF 2GYJN0 AS SPEGIFI,=o. F,CEVENT MOVEMENT OF PAIOS DUe /NCB TO! C]F W14 LL g/7 7 - #E5 GL05EO I � 2 - %2 "� x l8° O A, S, B�/p TO LAP T,`ES \ Y'11 N1 SLAB eE /NF 2 *7Ty,5 GAP 2 %2 "�> W r->A,S, p� SPLICE 2' -Co ". HOQ /Z. @ EA. ANC /0 x 12 ° TE_FLON. PAD BA£5GCYJT FLL SPACE TO /VI qT .i / I I SEC� /C��� C -Yp Co'-b "TYP, - &,, _ /,--o '_ �� C� NOTE : �(_ �� z' ' 6 TyP� JQ =O" $QUAKE' ( OF GESS 2 #5T I /O #5%G TYPICAL n HATCH 56OW I / P /i°,E O1'A F20/✓/ m > ¢'-0 X CO=O' ALUMINUM HATCH AS SPEC-/FI E �_ GABT CAPITAL w/ 10 *48G G•J, QOOF SLAB �: �� !O #5 P-,G 4'�¢ EACH Sll� i9 ' - Q; G.J, Sf EGIAL TOPB2ffGK7 W/2 P92 SEE SITE i°LHN FOC #3 TIES G�12" FOIL 1Co'rSquAZE' �lN1SH G2AlOE-5HT.2 COLUMN - - ;NSE,2TS C�A„QAIL) - 2r NOTE: EXTFND 5AWAO- T /.`S TO LAODEk. -AILS SA2 2,r 3/5 • Gr' �_ CL R - BOTTOM OF 90OF SLAS SPACECI 1' - -r✓" PUNCH ,-AILS • G 2• f?LUGT WELD kL`AIC7S TO leAlLS, '= 4- R/1 CL f 13 E-4-7- 9 S REIZ SPECS. ATTACH Ta 4AQCER RIIVC75 /N 3 S @ 12' E, F. OV/ _ / I PLACES. NOTCH EACH G-" r - 3 v" 5TO PIPE IEUNGS -I -- 48 t n _ EQUALLY SPAGEA7, 7 -d'� —b E oronr ni/ R"(s 12'r I = B ITTEKEO w9LL @COL, ETC. ONLY - e , _ .. TYP surz z-m- s • F COL., �K S/. B.41- THZd EAC750 /NSTE1 -TS Walk --5 J �. i ° SEE �ETglL�SH.8 1 4° INSTALLED FLUSH WL--WALL)• I O 5QUA2E 314' CHAMFER P20VIOS GALY, BOLTS 4 WASHE,2S. - ��J °�- 12r'E.F�� (TYp,) SPZEAD •gR.ACKETS TO 30 / SPA. NOTE:, ALT S 4 �/O S /M, AT INSERTS. LOCATE B- AGKETS 55 N M -PROX, AS SHOWN, AT �!O "MAX. ( HOFPE2 2E /V�7Y/ - TlES� /2" Wag. ON T /ES (TYP o. / SPAc /NCj, /Zrr /2 "TSB 6L. lbtl'L 7YP. EA• 5 rye - -- — - - -- - NO2lZ. ?E /NF. V o LENETH- f�WkLL ors /z' .w. e I&' S DARE COLUMNS 7Y'�y Q E5E2V020UND - r } - c CrY p) 2 -1#3 TIES ? l2r'— 4 � I - Zv2 4 -O 3rOn li4u m 71C,r I, U„ i i I'I a o L4x4X3/6 x/ III' q J 1 �'. e ��COMPAGTEG' C2A rEL V, IN, TYR) / ' I V C FLOW -LING ELEVATION YA2IES LONG C I I °X 2 "x CONT 2UBBE2 nAIJ �1 moo- #CP �r E,VV, „2EQP , E2[ I / 4ODU2C�ME7E2) w� %L "r5'r -2b _ LQ DOWELS TO MATCH COL. �o� ° SEE PLAN SHT ¢ 0 K6Y HOT n V -O" INTO : r ° SF�n /GS r2U8� H9D5 (T yP.) rr v i%! 2 21 17 c� 2 �'L I/ 1 S /DE. #k5 GJ2 "5, W, TYP, Q N BOTTOM OF FOOT /NG. __ - CTYP) SIDE OF OPNC7. C IZ TOP AFT 11A,5 I i SLAB RcINF. m Co- !o� -- Q 2 SOTTOAII� ��. - -- - - x l8 " V2 DA S v� �?. OUTLINE O 5'LA,5 2 -"� �i I F .I . e CTYP- EA. S /DES �,3 #Sn,EASI� ^ 1 2 L 'L" i - z- iz' c� x r8... VERY, r3EXIN0 Q . do ...• .° tl a •i i / of °OI -. +° •' I j[ GF LH 61DE QDDL. I- #5K5! fIr'�TIL514.8 A @E —I D/ACJON L T)'P D.A.S. (TYPICAL I =Co 4' -O° Co' C� I '(0„ „ CO/2NE2 / T T / // EA T <E `� / I6 Q CQL::F7G. ONLY COMPAGTE0 Cq-AVEL TO UNp /STU�'BED �A 7H, to "M /N/MUM CT60), �- ALTE E Fc '-7 COr rr SLAS �U F /,PST" Sf/OYUN, SLA POUEED F1�5 .I . e o/ r� i INACTIVE GC1�J,2 LEAF �. Tf-IlS SIDE i.' [� ACCESS HATCH JV2 "� P /PE O.-AIN FROM poc,e F2AME L_) lA/L INSEACTEA SEE Roa'� �z,yv i For2 RE /NF. 3/81 =1 -'O'r - S 9 II .f. - ROOF VENT FOR NOTE: SEE f7 FOrc' DIMENSIONS TIES Q ° ice WALL SECT/ON v DES• TreC.. CH 2M u Y DR. OLA HILL CHfc. GFL? L J /�pl AL APPD. NO. 2-2-5 ;1 ILL f Eiji tiljj /Li rt Tk j�U` ['ka lr a1u rl11 I I,I1 ; I !Ai I [ t I I'IF, � EL. /9Ca. ACCUR /� A — BE TELY W�IFLG. [iAL✓ AFTEE .SET f_EV.F_LEO v l FA9ZCATION .NOTE: PLACE PIPE IN _ 2ESSP-Volre PR/02 To Fo2MlNG 4 1x2U2lNG 2oOP /2 "Pll7•j: /� /PE FLG, X P. E. AT CONTRACTORS OPT /ON. A MECH, C,PLG. MAY BE U5E0 TO ALLOW F 1ELZ7 AOJUaTMENT OF LENGTH I PP,�E B eACKET _ _ SE,E LO 7 7 1 / �l2"� X 2 Lo" LONG WALL PIPE ly/ SEEP 2.1f�tC7, PE. x P. E, > i OI / b �NrcGHANfCAL COUPLING M._Jx M,J. 5ASE SEAlDSE,E �1 FLOW LINE i 2 %2�GALV. STEEL PILE /.D. OF CLAMP TO O.D. OF 2.5 � eL. ra1.12 . Imo/ ;0 OVEOEFLOW FIFE 1r)E7A1L �W= 1'.O" -50' TO 1N510E / OF V•✓ALL 6 L2' /2.x2 /2x5h& C YP., G2" CHECK VALVE J17. i202�GALV. STEEL PIFE- II /Z" A2i-7LL P /PE EL.772.37 EL. 0237 I ° 111117-H SEEP R11VC, NoT /p /1° GAL ✓. CTYP,) P.E, xFLG. 48 "LONGS / 1, 9„ AETE.E' FAF3 05NT 'FULL 17'� HT AND 4:5,E/NP S/VIOOTH, RICA 7'/0/,/ / I o00 6 "GATE VAL ✓E O/ERIcLOW PIPE 1111AII z- 3�4rr GOP. SENS7NC7 L /NES NG SEALEL — i LV2 '4 SINC3LE WALL / SEEP 2/NC4 HYDRANT OUT ET / MALEND N�L' /2" f� V2'I K /1111 " OALV/, MC-514 x (.IIZGLE ON 70A% OF WELDED Cc "x Co° - 3C4,A. WELDED V✓l2E wlgc- FASQ /C CFAek/C, 3W,57-0- ClZrLE 1'KV4 "A=B, ALL A20UNl� V! P WELD ALL E'NGS OF WIPES OF Co "xlo" -3174• B „K, /4 "E8, WELDED 'NIP_E FAEi2/G AL I- AROUND TO 3 z/4 F, 5. .BOLT TO GV,E /,2 OlE2FLOW WEIR/ W/9-5/B "0 LAG - SCREWS EQUALLY SPACEG7 NOTES: 1, 6L,4MP A /2'1<6 /Z °aALV MESH BETWEEN I'x 1/4" F5, 4 t,'xG WELDED W19e FAB9X- USE 4' !J" ,SALTS 0VE2 3GA, VV /RE WTEP-SEr71ONS � THROUGH 5/6"¢ HOLES IN l "xV4'F,6, 64'u` eM7'9 e.EQ'P,) 2, CGAI.V AF715,Z FA3k -' T /oN, CVE�FLOVV WEIR OE In N,TS, /4 v \ v n�. WALL CGAGV) IN 2 1'6LO77E0 HDLE > SAAZ W X2" CLAMGS 20LL %4 VENT. i 2 %2�GALV. STEEL PILE /.D. OF CLAMP TO O.D. OF /rL "q GAD. PLATED 60LTS�82EC�pj 421, a /Pi ;0 SIZE. TU FIT 3 AS SHOWN 314'16 111 o, GAL(/, -- 7 "+ V / GAP 1> 5 / /fix 9x IS . -�� - 6 L2' /2.x2 /2x5h& C YP., 7Lo1, i202�GALV. STEEL PIFE- II NOTE C�ALV.) IN FLUSH SHE x4 "x� WALL AL'. Q NoT /p /1° GAL ✓. CTYP,) SHOWN 1, 9„ AETE.E' FAF3 05NT 'FULL 17'� HT AND 4:5,E/NP S/VIOOTH, RICA 7'/0/,/ / I o00 ° O/ERIcLOW PIPE � , -AC <ET OETAIL (Peo 1/2 "= iLO" rl 0 NOTE; LOGAT<✓ WASF/ DOWhI PIPES IN F_AGH CO-NEF- OF RESE(ZU012 C4 QEq'O.). ' MEGHANlGAL GoNN1= CTlOn.ls SEE WALL A /Pr 0,,2ACICE7' /DETAILS ?H 15 5/-/r 2 2Eq'D, EA, UN /T, 2''1 C r-OUNO JOW7- C7ALV. UN /ON Z!2,:�A7E VALVE WALL W 01 2AN7' 2 -WAY W 1202"0INLET 4 2-2W2 OUTLETS .WASH-DOWN /�l'E DATAIL_ 3 /bu_ 1 iOn 424'x 42V4" 314-° T/E FiIRS (z E/j.� EL•/ ?2.37 _ _ �LGD. CPLG. ADAPTER 114 "ALUM /NUM A� C.OVEZ WELD 60AZN6:S FULL HEIGHT 4 G,e/A/D SMOOTH PLC ALUMINUM We- �,51IK14I CONT, ''.-L A CUND D2 /LL HOLES TO MATCH �, 2° ALUMINUM pail F I4'x 1'/4" FLAP VA,LVE@E/VD HOLES FOP SELF-TAPP /NCB ec2•E.W"S. PADAUS " WELD TO CGROL/T TOaRA/N OF P /PEL /NE �8" - /4K24��ALUM1IjLW1 W/V oVV SG2EEN INSIDE D/M. TO <F,47E [!.4GVE -� FA621GS7F LOCK. HASPS FROM 1ye "25 OF f ALUMINUM eA Z %4 °X 212" W1 1114'i 2 3/4 17/fi. COP_ /Nf TEF L=1 EL JAL /!o? !oZ -- AIATCHINCz HOLES. SENS /NG L /NFS- W57AZL Tip! __ %g "x /�z" GALV, METrjL STRAP �l _� `�V4 "AUJM /NUM1A At ,�IGT S/aME TPEV HAS /2-- IIVLET- HOLES IN BENT f 9 f OG1TL.E7- P /f�E G'ONNECT TO 9 /Ala" x lel vER•T. SLOiS %FI GOVE2 O j D27LL Hoz-E5 @ 4 "± CT2.5. ALT TUO� l/4L1/� �SEESf/. 8J = _ CONC-. SUPPORTS C> /8 = FLT %2 °h ALUMINUM BOLTS Ar WASHE,�ZS - - - -� —F0,2 SEC_F- TgPPNG SG2 -Nl5 WELD NUTS TO FEN t 6''CO/YPPflCTEO- n : 12 C i ' %4" BENT ALUMINUM iti �C4 "" 9JLT TU i "X, I%! 0 SPONGE 2LIPPIF 6/L. SET V — 9 spool GO 2° 0 P/ BOLTS — SV15� cOnC. a "� ni 8 / ¢ CA MC _ � CEMENT 'TO m —yh g pgTCy T> - IN FLUSH SHELL ANC/40)CS. I 1 ENCF�SEME/VT 4f V AA2L0UMU,NING U M W EL L !D %2 T x o N D/2 U X G j ALUMNUAf z 4" x 8" MO b ALL t- *',-t DUET t i S@ /Z" BAP( "TYi°j 2¢'x24 "x 2' A/2 FPLTEP AS SPEGIFlec) ° ., ..4 T LS 4y,'IRS W1,10✓: /VUTS ('2 EA. j NOTE : PLACE 5LA0 AEF-M; TO GUT l/1 /NINUM NUMP✓E2 O 8 4fi S AT VENT OPEN /NCa, CONC. ENCAjEMENT -- a a o - �5�/2" I —BARS, E3END / "@ P,eo' ✓/GS y INSTALL L E�2A #4 5425 x 6'- O "7OP� 507 -TOM OF SLAB; AT EACH P /PE O.D. + IS(a -7 'oo° 4 0 ; �_I E. CoFLR. SLAB El�v' S /DE, GFNTFF2E17 ON OPENINC7 AND 1- �j K4''D "D /AC�Q�'AL PvA2 QCT2. OF ,CIA-fElVSlL7N SGT:_EXTENrJ 5s�'!z "ST.e EIS 1 SLAB AT FACH co,PnJE-' OF OPSNINC�. SIMILAR. TO ACCESS .`J47cH (J1 =TAIL_ TO OUTS/OE E OGE OF E.W. TOP / %2 "CLR. � �OMPA�CTcD C7VL, TO UN,D /STL/R,SE,D EARTH 1NAk LL FTC7. ELE'1AT/O/\/ - -G M /lam U1VDER I' LL CONC, (7y' -) li�ILET O�`T LET S!�r�7P ,OE 7"A9/L l l-7 GECTION N •°44111 S /S" /' -O" 1 J %2 "= ILO 11 G, AROUND p /PE FzOLT TO 'NALL W/ 2- %2 "¢ c:�ALV. 3OLTS IN FLUSH SHESL ELEVATION WASP-DOWN PIPE BRACKET FUTURE x /,2° SQ. FLZ/SH V'�TO%' �Ii q OF CONC_ SL/ -�/3. SEE .QOGF I II /=LAN I-O2 Loc yricly 1' q II 8„ �4 - .61's" 4S x * /z/ NELSON STUfJS � 8" E. W. 1�I�ED�EC� F'L, TE CET/ /L_•_ ATE end ST ATTAC LAIEIVZ— 7 HASP LOGIC. -2 h WALL REQ D, LOCATE G OPPr�S /TE 5 /Di a GF �u „ ,.�:_ VENT. i 2 %2�GALV. STEEL PILE Cs /rL "q GAD. PLATED 60LTS�82EC�pj ;0 SIZE. TU FIT 3 AS SHOWN /Im V / n�AN N /ALL 7Lo1, i202�GALV. STEEL PIFE- II x4 "x� WALL AL'. Q S/b "tl. SIZE TO FI ;" AS SHOWN AROUND p /PE FzOLT TO 'NALL W/ 2- %2 "¢ c:�ALV. 3OLTS IN FLUSH SHESL ELEVATION WASP-DOWN PIPE BRACKET FUTURE x /,2° SQ. FLZ/SH V'�TO%' �Ii q OF CONC_ SL/ -�/3. SEE .QOGF I II /=LAN I-O2 Loc yricly 1' q II 8„ �4 - .61's" 4S x * /z/ NELSON STUfJS � 8" E. W. 1�I�ED�EC� F'L, TE CET/ /L_•_ ATE end ST ATTAC LAIEIVZ— 7 HASP LOGIC. -2 h _t2aVoV4elE HOOD ^OE Gr1ANG VC REQ D, LOCATE G OPPr�S /TE 5 /Di a GF �u AI,e. F /L7ESZ VENT. y'1 /rL "q GAD. PLATED 60LTS�82EC�pj 2 EACH SIDE OF VENT. VENT COVED \ % % / �__ - -- I,O "- 7Lo1, 1W ALUMIVUM RENT A- NP r -5s- 1 "� Q ��? 05NT 'FULL 17'� HT AND 4:5,E/NP S/VIOOTH, / I o00 ° o000 ALUMNUM SAF- �2 "5Q, X 0 5" STOP I � � Cb R.EQUI,eF• -D) INELrJ TO i3EnlT ,�.. X SWO C7 FOR. C;zAlT /AGE EACH S /L>E ws C4 REQul2BD,� LL' RN i 1 c7n OF VENT OE7"AUL. 3/4'I- 1 01r r v� DES. TAZG //J/$ CH 2M OF RENTOH, WASHINGTO 1 1 N � 21 DW. GC 4 c.; , ! X o rv� ®el HILL CHK. GFp I��77 ��CCDfZ 7 �f3AW /hlCy OV r?LS 5 MG. TALBOT HILL P,ESERV01 R SHEET 7 SCHEDULE R OF 23 STRUCTURAL DETAILS DATE NOV. 1975 DWG. un C9392 -.1 cv cV 8 "GONG. p/P }Z- 12"9C_ I, WA4Z_ P /PE `7- :.) 12 "� 42,1. OVEtZFLOVV- PIA'E 2 /2" MECHf-:rv/GHL COUf'L /NG ,r - /S °� GONG. P /PE 3 CA67' IRON WALL PIPE Co b�AIN ALL CG.VG. %�LUC� Al END tY�SEEP RING FLA( 9 /Z" FLANGFD TEE ® AROUNp WALL FTC. OF EACH TILE e UN 09L VIE 5 /2 "AL7717-eJ,0E VALI /E, F 2� — -- -` GATE VAL4E, F 8 8 I 7.:72 "FLi °X7�LE CpUPL /!./c, A�IPTEF SUMP PUMP - - �' ® ® 3/g "C01' . W,4TERLEkFL: SENSING LINE W/GT_V p!SCHA/t.C:E _— HYDRO MERCUe) CONS ?OL /=OR A I T. VAL 1/E GALI/STL. P /PE (3 Q/ 3V*`COP.GY4T,ERLcUEZ- SENSING LINE PUR P /PE�TOOVE2FLOW PE 2F RA1TE0 ORA /N B 8 � P /PE. SEE SPECS. -- - SUPE.2V /SORY CO/�/'TiPOL (FU i uR E� D,eA /N ' A1VO -$HEFT /o'- /" /o' [bvl..?ERFJ.P.GNJ MA,VHOLE MO.eTA2 Co'¢ P/PB TO -�i G call D.F. r " x a u ®� P /!'E a 3• .Z" F' /P� g 4' -O' �j S � ex65 6 WYE 3 Fri 0/ CI-5 LARD �'QY u 7 I1IIfF SENO 8'ro ±i 1 7 3 7) I 1 " " f�IPE AS 2EQ'� o C, LJ' P1 yP= 4 SLAr3 ti _I � � o _ � • #4Q12 #co] @72' TYP OfP, SIDE 8 "x 6 °X Co " WYE {.O„ COMPACTED S SEND 2 =0" Z FOUNDATION G7.2AV6LL d INTO Et7T,C] �� p•.e •" m'; 45° EC_L \ G 5 b II' 10 "TYP. b'I5L4t3 0 «.•.. .. HATGNWRV .AC3DYC ' F3ELOW T ; P Ii e ? I I 2 �/2 GT2p TYP N N COMfAGT D + "° NOTE. FLOW LINE VAP. /EE; EXTEND 21-O' INTO G2AVEL�� - SEE PLAN SHr ¢• / n /� pf 10 WALL F'EL'O�W //i \s �L.,A ��l - , IAL�� ( l T !_7A I A4 V/�1 / 22 UnJV�ed iris 1 3 /�„_I.O;, �/� -o' 8 8 UNDEP,_ rJFAIN TeENC14 62 f 3 /fir= I, orr 8 g_ 1117 4 8 G-29r3 X9/2 S9r ETY - -- I90419ED JO/NT 3 a �b�xlv'' COMT, PL>571C W, S�8 "XG "CONY. /� �" / POURE,0 ..JO /NT PLAS T /C- !N/�TERSTO �G/2ABRA /L m MANHOLE. RING FILLER PLG°'SH L •'S' w 34 O /A. CT2 ATTACH /^✓ h f S SPECIFIEC� EL, (9b•DO BLOCK /NG CORER_ F L, 198 00 / HO,!PE e AF3 m F7LLFLUSH Wl 4 PLACES 2 Fl — ! Q T 2 � -} ° �Sr >��i EEOUCING CONE - LADDER 5 9ME 'Ii !14 r1 O D . o Lti SLF �3 (POLr? ° o. Y _01NT FILP.ER- .- MOL /OE J 0/N 7 LADEE._ SAME AS FOR µl SE _SECT. v 6 L n a� 03 ✓ RL�SE>2Vl+ /R. SEE i O .. NA /L TO GONG. ° B . _ - 2 L AY6 eS OF l5# o o N %Lb d' tOMMUN#5 (/2° / ° s e \ F✓ // LER NAIL Tp �NC, (0 3 PRAGKETS 5 6 G , — "� STD, /AANI-OLFE 56wL.; NCB PAPEE' A S @ / -O" O,G. �_ 2 8 d COM/ 10 ti T i3, E.W. =I- . 2- #kl0 Tr f3. P�6N0 TOP9,eS iG SILT OFCONST/2 T... �" � cV /i� �! r T , , a ° 2 4- F1YEWS /S # ?3LG�j > DOWN INTO O.F• WALL. YP �X \ O °' J �@/2 1, -B.. /'-O' - ` PAPS 1 _ - Z e,600C/NG FLATSLAf3 1 �I EA. Ga10E Or HATCHWAY T TOE 72'/�TO¢6' "� A17G /- EXT,2A �Ii - Q q� A' SPEC /F /EiJ /� / ? /� /� (� / /%� p/� rt�. #/v 2 x 7'Cjr tf O„ I 3' 2" (O" 6L. 181°.12 �. A L.�.! �/ �1 �C / '! / / / 8 \ ABOVE T4, I Ix�GC�'72 I.F 5&12 0, SEND �' r ^72 °O STO �L /� /�/ I l til i�i V A/� / �L \/`1 /`J - E �A1 v , ' 0 V/ _ `/ / / 1 �rJ ; s ��3, Ja's co/vc. i d'¢cati/G, P/96 f?��GASr ENO WALL C✓ TYP. 2' -fie" //VTO TOP sL,PPOPT OF 5LAe T S. G �' SEE PLAN' /zE /hrF -. i/✓ /4- -- _ 9 %`G "GL2.— `6 „ I _ �� -: — • 'SAS SPEC /F /ElJ ® 5. TE POtJREl7-JOIIJT FILLER. AS /JYVE�'T F:L. . _ /2' /FLA,1? . ' 12 °�0 /.Ol/E°2FLOW -G'AST THIS WALL SEG7iC�/-1 F!,EST_ L JO /NT A S'f'ECIFi TO WITHIN %a~ 1 <o EL, Ilo9/L� 1(09.00 V/1LVF „ D�ST4hlGE OF THAN THE loe _ _ PJI�E jCOUND:.EpEiE WITH Qi- -TOP OFSL/ib• FL- WALE PT Nc 2 SHORT Rh01US TOOL 3 — ! 9. B7 EeSEiT /o . / Co x x GOVT• PLASTIC I ' - -- - - -- - --- E -. __. _.. h N /69 +0 _.- 3/4r PREMOLl7E^ JO /NT FILLER y STOP BLtiP�REII lF / WATERSTaP• bON0 TO W/ 8n' NAILS e ILO' MAX, SPA. G x 3/ PLAST /G WATERS70 -.. -00NO AT. J0IIVT_ (TYP.) INTERSECTING W.S. (TY1:) EM/3JED 1/ CGtiG, ON6 S!O= Ta oWATEE'STGP IN PAS6 SLA3 EL /s a Q^Jc , X06 607 -01 ° FILL WITH G.. t 5QI @/2" TYP �� c(U _ . #�°�in @/2 FL. iio6.1Z GRAVEL Q °:'� o ,: O s /¢'r M /N,CL2, TH /CKEN SL.R6 ' ..i a�4 N Foem A ( ) „ C YP, 4 WALLS) 0,551,51 E COn /S7-RUCT MANHOLE 7WN. BAR GAP /AT EXt?JT: (TYP) #5 mU (9 1 2 '6TY? ¢ WALLS) / SG2. EXT2A NV l°P.EMOLOEL'7 EXR JT• P1LLE2 m "E' Eq. S /l7�. DFPYG ��*• � / !/ / r - :2 LAYERS -OF /a.# - �.:: o NA /L OGONC. 6d COMMON 3 #5 '`1`O �,C �-•�• p�P �[[//''�// �/ /�j /�� -{/A \/ bo u�qR N Pvc F�JPe ouTO /[�� FAc✓ RoaF!N� FELT• G T "� /OD /-EXTEq #la / COMPRGTGD C�CFJY L /e55 . . �` 0I o ✓ t '``• t L0 ' " � r q / .- I! pp Q 4n n6 Vi4lL _G� / /OV a.G. O q 5A,!? D, F, COT OF SU1rJP --= LOG/T `T�1 GFAWAL LAND . =4'! w�tl3%g Xc:' PAST /G ��nS/OEN P OONC• PAD. GOMFACTT tOCKAVEL TO m, m AF.�I/E /}ND =L. / 7.07 -�/ A /p�� /A1 (lF� -tI 1� 11 o MAx. SPAG(n! AT EA• - rYP. Nr of eaQ RNO c9P. TAPE GHP UNDER THICKENED 1NDISTuRkSEp EfSRTff-OdMIN(7YP• C�ELOW I IPES@ `,/� / % �Ok' a`./ �/` MANHOLE � 1 r OLE � F=ACE, TIE �7owEL� 11v PL SGE � E5AR Ft72 VVATE,2TlGHT SEAL, WALL PTG_ 84. END WALL. AJ y� PIT -. 3 ,r_ q g To HoeIzONTAL ,eEINFG�2GEMENT,- _ /E5 - I -O oT ; VEKT/Ct1L. i= xtC--ANS10A1 .JG /NT 8 JLAa) Ext'-1 \N31 J01MT G,4 V41G4Lt/E d/T /2E/NF WALL 7N/CKMESSE.J „-? SEE SE /T�" / TNT ®LJG} / 7. N.TS, 4 8 N.T.S. av F�/t'EcG�1ST [Iry /T SU/�1•�LI�rJ Tay L/T /4 /'T 4' 1/,gULT c:�, nr secFr ', DES. T.FC —//, CITY OF RENTON, WASHINGTON SHEET g oz r` n CH2M DR. OLA SCHEDULE R OF 23 / II HILL 5 MG. TALBOT HILL RESERVOIR VALVE PIT, MANHOLE, UNDERDRA I N DARE NOV. 1975 ■® 9 CHK. GFO / 877�ECGaK_/.7.O/AW /N� -. - ,dl,� LS AND EXPANSION JOINT DETAILS DWG. v APPD. NO. DATE REVISION BY APPD. NO, C9392-1 2_ -2 -5 RESERVOIR s, 19-TN- ST. pveRPcoul P /PE SEE AlOTE EX /STING 20 ° n 24 �IJ_L -__. 5TEaLL GAS. -L /NE -. -. - \ —. -EL. 19r. .00 EXIST /NG (o _ —IMMIZ p.F'E _ -. - .I ,n ter? CATCH �A S/N - piPE_ I 4X - L /NE �RP- MG/��45_RE'F�� • I 5' ` O F>/ST /tiG 8 ' _DRAIN ti/N .5' LONG . . . .� 147 3o WIDE: :STEP SEE NOra Z / M✓ X MJ O I - (R 'LAVE As '0 �O rr - Gr20UT f1LL. -- � k_ 2�2 A2oun/O __. %4 ° BEhJO — BATCH 13AS /M M✓ X MJ..: -. !.... GOhA., - THRUST _ _ - - ! -- _.� 8 "CONCRETE EXISTING P /RE HYDfZ4NT 15LO451K5 (2 SQ. G49 CONCRETE W/ LALVE BOX MJx/Lf✓ TEE lV /_ WATER P /P(= 29 "PLUG STA3f62___ _ :)TA. 0*. _22 %2° WYE ELL /O'r LONG _P,ATTERA/S SLEEVE MJ_ MJ _W1!E- - E(-E(IAT /Oil/ C.J. BASE BE)VD_ -__S_L l 1` URA I V RE V _ I S I0AJS _ ¢ 31¢ 'ANCHOR BOLTS WIDOUBLE NUTS N07 TES r 3 SPACING AS REQt) L WELD 4 -,!12 56 3A R-- EVE1VLY SPACED AT FENCE NON - SHRINKING GfrbU O. C ACROSS OPE/V /NG Oe- C. T 5" THRFDED BOLT 2. PROVIDE 24 ' x 2/ x /4.�� G.4LV STEEC.._ PLATE i' -T PROJECTION W /TH - 3.01' . � /IDLE /itl CENTE �. SECURE 195 — OiZ/G /NIL /, WITH4 - %Z" GALV Ai/SS IN EXPANSION -- -- - - - -- i� CONCRETE SLA, loo EXST Gn VALVE_ BOX P RESERVOIR WALL _ EXST.. /lo��_ S7E.SL EL O' BASE B END Ex 15 T//VG - SUPPORT DETAIL v a O P OF BERM VJYE - Z-.3I`rTNRUSTT /ES a SO• /OT�ypE 030 CTYP) JO c. L WATEFZ - 2'_c�" 45° BEND MJX M,/ P/ - - WATER PIPE SEEDED COJ✓1PAC %TED " -- — — o: 0 VEL(6') 3' 3' l 2 "ASf'NALT PA ✓EMENT ON 4" ( "r-) COMPEICTEO GRAVEL COURSE / o n �PEPTH APPRaX -� _ .. /OnB.V =/ Jo o1,_P1PE__ _ ROOF'- SLAB 5U1 /G 8" co%1G. `� - t t�`1j \ T 'o s:`�, • . L_L I�. -- LJ G__ L%J� 2 , SA A/.-SEU ✓ER --� -- 24` - -/ ELr -- _ �. RESERI/O /!2 WALL /-70 2- 3/4llp-RuS'T TIES 1 4--o" c' THRUST v_ ?HE Af X GRCUNL7 SURFACE ELEV�IT /ONATTAAE WALLS S1-GALL J3E PRZ -5 'ALA /N57 UND ISTURBED AN'L� Tl-J1= SURFACE SLOPS TO THE ORA /N CHANNEL /N T(:cSE AREAS EARTH D /6' WALL PIPE W/ SHALL E3E C7ECr?EASE� ACCORb /NG�L>! SEEP RING, °.o. 36 PE X F RESERVOIR WALL 16" "-LAP VALVE e //VVT 192.00 YP) O. /O 2 "ASP HALT COMPACTED 3 3 f AUEMEM ' ?, GRAVEL(6) CTYP.) (TYB) - S RINGBROOK INF_LOIiV ` PIPE DE T- IL 5 - ORA- -JNAGE C1-ANNEL - G_ETA1L 3 3 9 , 'Y �w H, $®•. °FW"S '- SCHEDULE R SHEET 9 CH2NI nES.MHS CITY OF RENTON, WASHINGTON DR. OPN STRUCTURAL, DRAINAGE AND OF 23 I �':PEF /SiER;�'�� 5 MG. TALBOT HILL RESERVOIR F 1'TT I NG GROUP DETAILS DATE NOV. 1 975 l AL HILL CHK. ALS I 6/13/ 2EGOFZD _ DRAWING MEB ALS DWG. APPD. NO. DATE REVISION - BY APPD. NO C9392-1 2 - 2 - 5 SURFACE AS //VOICATED ON PLANS- TRENCH ZONE ZIOAJE SELGCTE =O 77:ZEIUC/4 ExcAVAT,'oN h'�ATER /AL COl�PPCTED IIJ LIF75 IJOT OVER 24" CLASS "A" ,voTE : SL✓6 SPEGIFICAT/bNS Fog MATCSRIALz AND METNOO of PLACEMENT. MAINTAIN suRFac.E TYPE OF SURFACE STREST =CLASSAoR0 TRF- /./Cl --I Be�eKF /LL 3ASPHALT CONCRETE � % s ': � a �'BA_SE- COL/RSE OR M. CRIJSNEG c7R4v6L 'Y / DRAIN EXISTING 2� TFMPd/�` SURFPClI�I� - ° -�� -- 7»r 2627 � /�(ANHOLG- rr ORIG/IIAL GROONO STO. 48 MA�II - /OLG- s�� LTAlL 24 <*4"GRAV'EL L SELECTED TRENCH VALVE PlT l Yo TOPSOIL LAWN MATER /AL. PL -AOEC� /go (BEH /ND MH) RE5URFACING 190 IN LIFTS OF G'� TO E0° — EL.1B8.3 ±CVERr'FYi TRENCH AS SP6ClFlE� A( '� ZONE C0&'v- ACTEL7 TOC75� WIRES W/WHITE TW / GXST P/ PE bF MA*X. rJ4=- IJSlTY. USE IMPORTED GFc'ANULA MAT—ER/AL, BASE STEEPS �TYP) 0,47'ERIAL /F DIRE. CTEO !?O AND PIPE ZONE 1 ZOIJE BY Tiff E,f/G /NEEl?. p, p. o ' PIPE BASE CLASS '�Q" _. LavT. l�9.cx� /7c� _ ,( I6 "p I. G✓ATt =rz P /PE I � I I70 TRENCH ZONE 5�CKF /LL N.T.S. TIRIM EaGCS CEMENT OR P1 a _/!�" MIN[JS CRLISEIEO TC SOU,VO AF�PJ 1ALT CONCg6TE_ RLxK SURF��Cl.ClG - - � i PAVEMENT PAVE/�E -�1T REPLACF��vT AS READ. ' (Y LEVE' lI.lG COUh25B d Q 3/* r'M//JUS GRUSNEG� (5RAI/EL. OR GLASS \A" D' r GLASS °L7" 7RElJCI /- j gCKFILL_ I MIN / . TgE K)=ILL U - ROCK SC1 E //` 'G- RAUEMENT REPLAC�MEAJT SURACE STOKATIOAJ /7T __ SPEC /AL SPECS 2G - SYMBOL TYPE OF SURFACE Y =CLASSAoR0 TRF- /./Cl --I Be�eKF /LL 3ASPHALT CONCRETE � % s ': � a �'BA_SE- COL/RSE OR M. NOTE: -- °" EXISTING //V LIFTS AS SPECIFIED ALTERNATE IMPORT ED W m <*4"GRAV'EL SURFACE D' toy TOPSOIL LAWN 6 + 77) HYDROSEED COVER RE5URFACING SCHEDI !LE d. ............ DES. MHS .,< :y �: • CH2M �) DR. !3® ®HILL CHK. ALS 1 APPD. N( 9"MI/J UW W Z Y =CLASSAoR0 TRF- /./Cl --I Be�eKF /LL NOT PROVIDE STUSOU) NO k PLACE PIPE ZONE BACKF /LL NOTE: -- °" CHASING -L //V LIFTS AS SPECIFIED ALTERNATE IMPORT ED W m AND COMPACT TO 90% OF GRANULAR A/ATER /AL D' AT STAT /ONS 4 +42 AND SOU 6 + 77) MAXIMUM DENSITY FOR PIPE BASE AND "(AS STATION WILL,5E 0E7FR- _ 11 SELECTED TRENCHS /DE P /PEZOnIE DIRECTEt), 5y WIRES W/WHITE TW / GRADE RINGS P/ PE h MAT—ER/AL, BASE STEEPS �TYP) /2 "APART AND PIPE ZONE ENGINEER) 4- FOR 16 " UNDER BUSHING ONCGNLOUI7' p, p. o ' PIPE BASE 6 "FOR 24" E/4'CH STABILIZATION `_ J (WHERE DIRECTED) St? NaTE: _ _ _ - _ J N SPEC. 2A SEE= SPECIF /cATrONS FOg MATET2tALs ANp i�ETHOp OF PLACEME,�t'T 81115E AND PATE ZC�I�IE ,�ACk'E /LL= P -EG02D i)2AWItQC- AL5 /5 "GONG. IoRAI/ I-I CLASS .2Y /NVT 164;.00J I /6O 1111?o 160 0400 Or20 G?h40 OF60 O +BO /fOO 1 +20 1 *40 11160 /t8o 2-F00 DIZA IAJ P / /ELIIU,E POeQF /LE I: sir=-- FL/TUR,E r'r�;�IN_EfT /O.�l - n MfI STA 1 +90 OIVLY. DO /' -6 AMAX NOT PROVIDE STUSOU) NOTES.' BUT CHANNEL MH BOTTOd !. TEST WIRES TO BE NOTE: -- °" CHASING -L 1 = (AS REQUIRED) ALTERNATE CHANNEL MASTIC COATING (TY/-) BOUNDARY (MANHOLES PIPE JOINT AT STAT /ONS 4 +42 AND 6 + 77) I i I I STATION WILL,5E 0E7FR- MANHOLE RING E L .SEE PROF /L_E AND COLTER WIRES W/WHITE TW / GRADE RINGS INSULAT /ON -"O N N SAFETY STEEPS �TYP) /2 "APART - _SECTION „ MI-1 SECTION )RIM FLOW 1AAj1JEL 7-E : 1,45 SHOWN FOR M14.5 TA I +90. S /M /LA FOR MH 5 T 4 +42 A-04 s- TA G + 77 ICADWELD' TYPE TFT SONG #8 CONNECTION AWG /NS11LA7SD (TYP.) - STRANDED COPPER CABLE, 14 "LONG NOTES.' JOINT !. TEST WIRES TO BE NOTE: DUCTILE \ IRON PIPES BONG /NG REQU /RED \COLO APPLIED COAL TAR AT F-AC14 PIPE, FITTING MASTIC COATING (TY/-) AN-r/ VALVE JOINT PIPE JOINT SONDING DETAIL ,A/.re, TEST BOX SUPPORT 4- x¢ "x,5'CEl: AR WOxJ RDST TERMINAL aox wl--,�Rew N NOTES.' COVER AND TE '?M1NAL ! !. TEST WIRES TO BE 8!_OCK(MCM- -7M.C.MLLLER C ColvNECTED TO P/PE- Go,) L LINE 1 P11-E DIAMETER CONDUIT STRAP 2 APART, 1 "RIGID PLASTIC OR 7 7� BE COATED WICOLO GALV, CONDUIT A APPLIED SAL TAR MASTIC. 3. Loc A77ON of TEST STATION WILL,5E 0E7FR- 11411VE0 BY OWNER, #12 AWG COPPER WIRES W/WHITE TW / / INSULAT /ON -"O N N PR17Po�ED PlF'ELINE nCAOWEL.O'r CONNECTION I I " F'LAST /C CONDUIT PfCbPOSEp B BUSHING ONCGNLOUI7' P1/�ELINE� COLD �A5TtC COATG(R 7-YP) M .0"''IANI-10L E !DETAIL _ z TYP TEST STAT /ON" INSTAZIATIOM 10 131 9-TS. CITY OF RENTON, WASHINGTON SCHEDULES R, P,& G SHEET 10 MISCELLANEOUS PIPELINE DETAILS OF 23 5 MG. TALBOT HILL RESERVOIR DRAIN PIPELINE PROFILE DATENOV.1975 DWG. NO. C961 1-1 I. 2 -2- m c (xV m� C Z i� Y'— 3 "5EWE.P PIP-5 EXHAUST FAN -< I I 1 (TYP. _: EACH _SIDE) PROOF OLI7'L I VE_ I 9 a_ s" - 4 L41 0j � h MATCH ASPHALT. %PAUEMEUT WA / //Z "COPPED TE,2 / LEVEL 5EAZ51 AIG L / V7 wa -TRANSMITTER (INSTALLED BY OTHERS) 4'.000,P_=- =Wl--- -: LOWER OE7gIL- - 25 - rl rI. - 5' CONC. PAD (4 '�) -.: ALL AROUND THE BUILDING ,- XPANS /ON JOIN7- TYP. @ EACH CORNER i ,EhGE OF ASPHALT PA/EMEMT I p A �] NOTE PROVIDE 5EAMLF-55 FLOoR //VG 6" COVE f3A5E IN ALL 90OM5 . Il PQR� /T /ON �E.Lf{STOME?37G - fi00F7NG .. I;I I�I II i• _X ?ANSiON JO /NT TYP ALL AROUND I � THE I TOILE? RGOM EXHAUST /' 0, II 0 °I / ODPW0 I ` G I FIFE UNDER SLAB -- ( I EACN S /pE) II ROOM 'N 'tN -r i \ LAVATORY I ORO S T fzAG _ o 314'Gf 6 "NOM /NAL. i t I I- /LN1S_12tZL,IN -_ CMU WALL I r� � II - 3/4-G/ PIPE UNDER SLAB I I • 'PLUMB F'O,P I FUTU\ LAV. I\ / I I I /° STUB OUT ORAIN PLUM$ FOR - CAb /NE 27 FUTURE 3 'D0C)R W/L O V ,e 25 (TYP. EAC9 SIDE)SEE 11 /l FLOOR a9 h 1 I(o °G®MPAC/P-O 6RAVEr. ” (o N1 /N couT- rrvUOUS � I 9 a_ s" - 4 L41 0j � h MATCH ASPHALT. %PAUEMEUT WA / //Z "COPPED TE,2 / LEVEL 5EAZ51 AIG L / V7 wa -TRANSMITTER (INSTALLED BY OTHERS) 4'.000,P_=- =Wl--- -: LOWER OE7gIL- - 25 - rl rI. - 5' CONC. PAD (4 '�) -.: ALL AROUND THE BUILDING ,- XPANS /ON JOIN7- TYP. @ EACH CORNER i ,EhGE OF ASPHALT PA/EMEMT I p A �] NOTE PROVIDE 5EAMLF-55 FLOoR //VG 6" COVE f3A5E IN ALL 90OM5 . Il PQR� /T /ON �E.Lf{STOME?37G - fi00F7NG .. PORE S� oeTA //s= 2 5 26 �aROUTED CEZZ.: -- - -- pvE -NIJ 7F7o ".7i�_C NOR /Z. �lo /M EXjr� /o/e ✓o %i�7S = WEf�THE/EP -- ��iGv4 /O'r (LTERNATe K// --\-J fo2 /2 "sP1tc /u� / "C.z. SLEEVE; SEAL !!//TH BITUMASTIC SEAL AT EACH ENO __ F�TTN65 C T10"- _ - �121 _ CITY OF RENTON -- 'TALBOT HILL 5 MG. RESERVOIR OI R I-YWO O(A.P.A. /NTE,4/0R A -l3 ) — /x41 iN.4T�D_IiVCZ70.. E�- +E -l�4ND - ANCHOR, TO WALL W/3 - 3 /6° TOGGLE 4504.-r5. 2/ 51ACK . -� ;—– _X ?ANSiON JO /NT TYP ALL AROUND O ~ THE EXHAUST /' 0, FACE of WALL 6 „- FRiV. _ NOTE: UOE PHENOL-RE_SlN oA RE5CORC/NOL-RE5IN GLUE POR A55EM5LY i LAP AGG _RE /NF_.- STUB OUT ORAIN /' -O AP�OYE FLOOR a9 h 1 I(o °G®MPAC/P-O 6RAVEr. ” (o N1 /N couT- rrvUOUS � PORE S� oeTA //s= 2 5 26 �aROUTED CEZZ.: -- - -- pvE -NIJ 7F7o ".7i�_C NOR /Z. �lo /M EXjr� /o/e ✓o %i�7S = WEf�THE/EP -- ��iGv4 /O'r (LTERNATe K// --\-J fo2 /2 "sP1tc /u� / "C.z. SLEEVE; SEAL !!//TH BITUMASTIC SEAL AT EACH ENO __ F�TTN65 C T10"- _ - �121 _ CITY OF RENTON -- 'TALBOT HILL 5 MG. RESERVOIR OI R I-YWO O(A.P.A. /NTE,4/0R A -l3 ) — /x41 iN.4T�D_IiVCZ70.. E�- +E -l�4ND - ANCHOR, TO WALL W/3 - 3 /6° TOGGLE 4504.-r5. 2/ 51ACK _X ?ANSiON JO /NT TYP ALL AROUND THE 301Lt0/NG FACE of WALL NOTE: UOE PHENOL-RE_SlN oA RE5CORC/NOL-RE5IN GLUE POR A55EM5LY i PIE S -T SHELF STANOAROS +798 STANLEY ATcr /mss old-, A EL45TOMER /G -- - S�2 ° /JGLF -R % /a" aR O ® ELAVSERTTOEMR 26 GA. C U. 5/-/. NT/ ERIC ROOFING 'Tool- 1. W. GALY SN*! HGrAL PLASHING- - LZkTZ�ZYS'iG EE .:, N HEAD Noll : 5`uVJDE CO�C /C. F'.40 - p OTD; ALL 4ROUNlO BLDG. 6 "SCR mcK - 7YP /GAL OVF.-2 EACF/:: SIG GROUTED caGG --- L7Gi72 sEACRNr�- � eoLro -.._ /e oA. uM PMME- .I 1w. n.EATNERiiR,PP,NG _ -- t ° ROOF ..1°L A1V DETAIL JAMO I D yam` /-/-' �( \Df( � /(� I//��D //- (/// 'N °�c SIOEWACK -IN 3EFAibLLµ9Er OO /'1 / 1 4 a �( •/ E SO- 1E0.+.' L r: /o,Nr P,LL Rae /31W /BGY+,H.M. Wl?4fx_ 14w LO SFZ (2 EA_) -4' O "x 7= O"z l3'4 " IS GA. H. M. W/29 x 14 LOUVER (/ EA.) IPOOF eQ2O OFT,4 /LS 25 flARatvAea(FOM cH 000R.) �-2 PR 6UTT-5 fj61191 NQP 4A2x 4Y US'2G0 HAal=-/3 / LCC15 NIATGA-/ --X 1ST1"h (BAST) / TNs1 /oLO 173 A PeMI<o / WEATHERSTRJPP//i16 N60P,PF -J�It= ?APB pF..NIKO / voo/z 60T70M- ZAGAV jEivKo cONTROL WilzFS — LP- 8,10 •�� +36 t36 �` WP IwP� Lfw I �S I I I I I I LADlJER I SUMP 1 PUMP I I I I I V 2 I I INSTALL JUNCT /O BOX AND SWITCH 12 -OELOW TOP OF HATCH COVEr2 FLAN PRO v7DE TWIST - LOc PLUG WITH CHORD PRO V70-5 200 kV VAPORTIGHT FIXTURE, MOLDCAST MODEL #2104 C7-YP- 2JMOU1,1TON CENTER C P VALVE PITCEILI/VG Pi?0VIDE 20OW VAP01?T 10HT FIXTURE, MOLOCAST MOOEL 7 2100 MOUNT ON I A7CHWAY WALL AT CE /L //VG KEJGNT VALUE PIT ELECTRICAL PROVIDE /SO VV) IXTURE MOLDCAST MODEL_ #200y- �'XHAUST LP -I � I�\ (TY. °. -4I WATT HOUR/ METER PLAN 12012go v 10 so - - -� I( MATC1­1 =f EXHAUST FANS -J°20 1 2 -15 LIC -:IfT EXISTING I UNIT 14EATER 3KVi' Z.�f "1AJ i S 6 2 i ,2ECEPTACi ES 7 8 r°r— VALVE P/T L/GH75 20 UNIT HEATER I 3-K-W Z . ' KW 9 VALVE PIT RECEPTACLES 15 - 207— AND SUMP PUMP LIGHT —I--2 1� 20 SPARE L--- - - - - -� t�/� � ! t ! f2 "CMPC 1 A/ V EL..� �L.. F ! MIM- LENC _L_EGE1 V LJ 7N 6RAOE OUPL EX GCrvvctVitivc c Oui LC SPECIFIGA/ TL 15 AMP DUPLEX TWIST -LOG RECEPTACLE WP WEATHERPROOF —� HOME RUN ALL UNMARKED C0N0CJI7- RUNS CONSIST OF Z - #12 THW CON '0UC7 -ORS IN CONOU /T. RUNS MARKEO W17-H CROSS- HATCHES INDICATE NUMBER OF #/2 THW W /RE. SBZE C-ONOUIT ACCORCJING 70 SPECIFICATIONS ANO APPLICABLE COOS. CONOU /T, GALV. RIGID STEEL EX!°OSEO CONCEALED OR UNDERGROUND SWALL SWITCH _. ® CONNECTION POINT TO EQUIPMENT SPECIPIEO. F4jRNISHE0 6 _INSTALLED UNOER OTHER SECT /ONS ANO CONNECTED UNOHR THIS_ SECTION. (" WOTOR, SQCiIRREL. CAGE /NOUCTION- HORSEPOWER /NO /CATEO UNIT HEATER, CEILING MOUNT E I CHROMALOX CAT NO. LUH -05 -/O C /RCUIT SREAKER, THERMAL MAGNET IC TR /P SHOWN O .JUNCTION SOX Z .'C i. 6 INC CENT CE /LING MOUNTED F /XTL1R—F INC.ANOESCENT BRACKET MOUNTED FIXTURE 3yd `C, 2 #14 SUPERVISORY CONTROL CIRCUIT UTILITY BUILDING ELECTe1CAL I FLAV >E OF EXISTING ;ERVOi";� i // / ASPHALT CEMENT 2` LEYEL�NG COL'.?SE 6`MIN. t3AGE COURSE GROUND LINE � mil- 'TIT/ —200 190 /60 A SPI -lALT PAVING DE TA I.L /"=/O' LP-11 3 UNIT NEATER 3 CEILING MOUNT �v, 240 V- /0 D tP3,5 Z.(,KW TRANSMITTER TO LP 79 SE INSTALLED PFct?V /OE 15 M /N. E3 ; ' OT; ; L= R c _ LP- TIME SWITCH LP -2 FOR EXHAUST 3 FAN CONTROL\ LP -4 PANEL LP � C WATT HOUR/ METER PLAN 12012go v 10 so - - -� I( MATC1­1 =f EXHAUST FANS -J°20 1 2 -15 LIC -:IfT EXISTING I UNIT 14EATER 3KVi' Z.�f "1AJ i S 6 2 i ,2ECEPTACi ES 7 8 r°r— VALVE P/T L/GH75 20 UNIT HEATER I 3-K-W Z . ' KW 9 VALVE PIT RECEPTACLES 15 - 207— AND SUMP PUMP LIGHT —I--2 1� 20 SPARE L--- - - - - -� t�/� � ! t ! f2 "CMPC 1 A/ V EL..� �L.. F ! MIM- LENC _L_EGE1 V LJ 7N 6RAOE OUPL EX GCrvvctVitivc c Oui LC SPECIFIGA/ TL 15 AMP DUPLEX TWIST -LOG RECEPTACLE WP WEATHERPROOF —� HOME RUN ALL UNMARKED C0N0CJI7- RUNS CONSIST OF Z - #12 THW CON '0UC7 -ORS IN CONOU /T. RUNS MARKEO W17-H CROSS- HATCHES INDICATE NUMBER OF #/2 THW W /RE. SBZE C-ONOUIT ACCORCJING 70 SPECIFICATIONS ANO APPLICABLE COOS. CONOU /T, GALV. RIGID STEEL EX!°OSEO CONCEALED OR UNDERGROUND SWALL SWITCH _. ® CONNECTION POINT TO EQUIPMENT SPECIPIEO. F4jRNISHE0 6 _INSTALLED UNOER OTHER SECT /ONS ANO CONNECTED UNOHR THIS_ SECTION. (" WOTOR, SQCiIRREL. CAGE /NOUCTION- HORSEPOWER /NO /CATEO UNIT HEATER, CEILING MOUNT E I CHROMALOX CAT NO. LUH -05 -/O C /RCUIT SREAKER, THERMAL MAGNET IC TR /P SHOWN O .JUNCTION SOX Z .'C i. 6 INC CENT CE /LING MOUNTED F /XTL1R—F INC.ANOESCENT BRACKET MOUNTED FIXTURE 3yd `C, 2 #14 SUPERVISORY CONTROL CIRCUIT UTILITY BUILDING ELECTe1CAL I FLAV >E OF EXISTING ;ERVOi";� i // / ASPHALT CEMENT 2` LEYEL�NG COL'.?SE 6`MIN. t3AGE COURSE GROUND LINE � mil- 'TIT/ —200 190 /60 A SPI -lALT PAVING DE TA I.L /"=/O' 2_ - 2 - s VAC -UE hIT STA.Ot00 OKAIN M H �XST ���K�o /RS STA. of oo Q (P /PE CrVLY) �( gyp@ /0.53 5' / ���\ N V FoR PROF /L;= i �P SEE SN. o � STA, !.F 83 � j/ / GU / UAL I/E CHiIM6ER J 24x24 x/6 TEE, F � � � / / (SCHED.lZ) I �� / 1- 16" C/. ADAPTERS I N r _ SEE 2 -22 /gBENDS � \�- 24 "x 24x /d" TEE �EXST- / / / �-1 M✓XM✓ MTx ,^Jix M,T B'oza /u��U � � � 22 STA. J+ 83 \ r l9 /,� � w /Z4' FL UG —� 5T F: L. /G8.2g � �-- _--- _- _ -__ x X aG x GOR�POS /ON TEST STA.T,'ON x ZOnG ��ZG 24 °w 9_ s . -_� �� � STA. 3 +,�� ,�1oTE x —mss -4z .. 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JZ�..�..,,. �..- ...�_..- .�...u... - -. - ' � -- -- - -- - � � . -... �. ....,_ ____ ._��.. -. a_. � � -- — - -I-- -- - --- � - � - - � -; _ - - rll.T. S. \ /5T�l� /l -- = --= ! Ste`- -- -;- 57 77 .- �_ —� - -E- _ J�o Wr- ,_,_��s�G/���?%F- ��?E�LSl3aBTGL LL e.... -. ,.:.._ ...._.._?- _�. _'� .d:. �- ��s�����zo�sT�o��r - - __ -- ;- ---; E--- — - - -- - -- - -- - - - gr �EZ�e. �MNS CITY BF RENTON, WASHINGTON SCHEOUIE A o'EEi2314 NS ' u /i�/ r:EGO R:D DaAwING MHS �' HILL � � PLAN ANO PROFILE 5 N6. TALBOT HILL RESERVOIR "T`N9V.1975 AESEAVOIA PIPELINE ,°� ¢9a9z -t ., . a. - .:�Skk � a . �t.,..�,:P e�' RU_nr "��iaSr.,��.�aaH �� -ia � i4 �..n. �.'„� ,n ��.�: ;�:. �:, �_. 2 -.2 -5 STA.Ot00 BEG //J (SGHED R (P /PE CrVLY) n Fx M�7 _. ADAPTERS ,r (SCHED.lZ) - — (� °O. 24 "L7. / ;. 4 n. r, g /G °O.I �� E � (SCHED.. R) ... /5 2 THRUST BLOCK _ T /ES (SCHED. R)i � �SCHEO. R� .Q�TA /L 2'T I rll.T. S. \ /5T�l� /l ., . a. - .:�Skk � a . �t.,..�,:P e�' RU_nr "��iaSr.,��.�aaH �� -ia � i4 �..n. �.'„� ,n ��.�: ;�:. �:, �_. 2 -.2 -5 (396 Y�45) I _. _.. /` _ :: 8 Z7 ;. 4 n. r, g -200 ... _.- 200 .:. _ EJfLST /NG :.GRO!JNO :::: /BO :: /�D ......_...... __ ; _ f60 . _ NOTE /✓UMBERS IN PARE�ZTiYESES -EIRE SCALE .: i�.POPOSEd SR ,515.: � ST.�T >DNS; : ' H:� L7E'RTr :: Z'�=20'. � .�„ F< � °° - _. ' - � 4 CHPM o�JRM. 0 „. oV.e � � � � CITY OF RENTiN, WASHINGTON SCHEOOLE P � 15 23 PLAN ANR PROFILE - � "NOV.1975 Z- '�2E�`o'pi -� HILL uc _._ -�_. c /fir. �ECOq,D DrwWluv x.N Ats 5 N9, TALBOT HILL RESERVOIR 24 -INCH PIPELINE °a E9B,9 -, ., . a. - .:�Skk � a . �t.,..�,:P e�' RU_nr "��iaSr.,��.�aaH �� -ia � i4 �..n. �.'„� ,n ��.�: ;�:. �:, �_. 2 -.2 -5 (39/770) (390f70) 389 t60) 3887-60) 51 7WJ O* 00 1 *00 2 +00 P INSTALL FENCE AFTER C0rVSre1- 1C710A1 (397 +20) FN (392420)(39h,70) [O t 05] [O74 r/t 00� / +75 07Gi0 (39b+85) !-100(396 +20)_..... Z-100(395 +20) 3-100 (394 -+20) 4a- x(393 +20) .5-100 5 +50 0 +00 0 +40 7.00 +7 '... A O B A c -- • /� A D In �— 89 }s ° _STA. 27 20 -lS _ x F. ��I�L,9CE CONG'. CURS -� 7* 00] 00 8 1 - - -- p �O /2GV(MJJ /NVF fl Y. 'ABBY.' • ` E'XST. 7A5 Z- 5 STA: 57 45 . .: 3,, CARV 4,Cc0 /V0... 147C -/ FUTURE PIPELINE 2 50 PS/ . o „ NOS' STA; O -1 35 S' STUB OUT V1 /, MJ CAP. SEE S OET. 14. L/ 8" 200 /6xld x 8 7EE7MJz LfsMTT;_ -EST." USE E 3" /4GVR PIPE C HAMB.E R PRV:57A: TO (((((( SEATTLE �.eT/- rwE'ST `.... PITT %NGS E X ST 4 �Z - �EXST. 6 u lN.:: G/TYG.47E P /PEL /vEI I - ..... OUCT LUGS ::.. :::: .:. FH:Y rTYP). 117 STA. 3857.95 SEE: q1811 PROPO5`FD SR5 /5 /BO _ STA. 8130 Z „ARV A,-CO NO tz STA. 8 S G i ES !80 2 EJZSTG"LV - ROADWAY ;. 922 0 2 ... COVE9,(7 P) ! ... .... fT 2b " . 250 P. S. / SEE : BLOGlf -:SEE 00 Z__ OVeR0510AC TEST lN1I Z' EL. /64.5. : TEST STATION STAT /0111 STAT /O { STA. 7 h 4.0' " SZ—q 57.50 zvoTE •`60 .: ... COVED �TYP) ...:./6 x /6x: /G T`E (MIJ) NLff+fSEPS /N Bi9E�CETS fMDICAT . r /%Y T EL:: .. .> cn In 5Tf1T/ONfNG AL4/YG EASEMENT.. , :.... NUMBERS'lN R.4RENTHE$::. �1 CllRTA //�/ °E�JRM. [/ALVE Pf20POSE0 S45 /S /Z. In -50':: ARE ARE PROP05E,?:5 RS /5 36 C ULVc zT /40 Cfifi:MB.Ei4::: : /5 ". SS :: 1/EieT: f " =2CV! STATIONS. ` Fac.1 i o n. O VK. CH2M M ON CITY BF REN r 2we M/M /M//M 4.O': I�I MHS g3,-- SEE RECV 2D DF:Aw �-EMHE - C_4Ea. . RECORp _ _..._ �2AW -LING SA1 L 12 -INCH PIPELINE a'E9637 -1 5 HG, TALBOHILL PLAN ANA PAOFI LE ,16 -INCH PIPELINE (39/770) (390f70) 389 t60) 3887-60) 51 7WJ O* 00 1 *00 2 +00 3+00 BEND „ O A MV • I2° Aw CD In �— 89 }s ° _STA. 27 20 -lS _ x F. ��I�L,9CE CONG'. CURS -� 7* 00] 00 8 1 - - -- p �O /2GV(MJJ /NVF fl Y. 'ABBY.' • ` E'XST. 7A5 Z- 5 X 45 77/,/<9 GROU/JO . R� PROPOSEfO SR /S 5 -/ FUTURE PIPELINE o „ NOS' OS' E -G2�R I..: -7 S' STUB OUT V1 /, MJ CAP. �01OELIVE 8" x� -EST." . �' _ I'll LEAVES (((((( SEATTLE �.eT/- rwE'ST �, } ^'� //J�/AL /lE� 1 /RMP�E -- 4 �Z PROPOSED SR 515 G/TYG.47E P /PEL /vEI OUCT LUGS 117 STA. 3857.95 STAT /ON /BO _ STA. 8130 Z „ARV A,-CO NO tz STA. 8 S G i ES MINIMUM,* •.O' = 922 0 (39/770) (390f70) 389 t60) 3887-60) 51 7WJ O* 00 1 *00 2 +00 3+00 BEND „ O A MV • I2° Aw �/ *753 [2 +00] [3 -ro0] (¢t00] �St00� 7 [G t 00 ��I�L,9CE CONG'. CURS -� 7* 00] 00 8 1 t t + 4 00 S + 00 * O E'XST. 7A5 Z- 5 X 45 77/,/<9 GROU/JO S7'11.. 3 -tl 05 20 / PROPOSEfO SR /S 5 END :OF P /PEL /NE SLOC,1 o „ sTA. *oo r0 8 F S' STUB OUT V1 /, MJ CAP. 220 8" ZOD 220 "IRE WITH TH,4U5T ...:... __ 4 �Z W VALVE OUCT LUGS . CHAMgER�:. /BO _ STA. 8130 Z „ARV A,-CO NO tz STA. 8 S G i ES MINIMUM,* •.O' = 922 0 2 ... COVE9,(7 P) ! ... .... 250 P. S. / SEE : BLOGlf -:SEE 00 Z__ VA 142E CH/I MB E� S7"O. OEi- F2 -6 32 STAT /0111 STA. 7 h S, Lb VERT KENO MER7 P = ?O' cn In EX /ST /NC, Gf20Z iND �` TRENCH , :.... �1 CllRTA //�/ °E�JRM. d "x /6x8 "TEE _ 36 C ULVc zT !n BLOCKS N CITY OF RENTON, WASNINGi SCHEDULE G... .�.., 20 Fac.1 o n. O VK. !160 ON PLAN AND PROFILE r 2we M/M /M//M 4.O': I�I MHS 1 Gu.T RECV 2D DF:Aw ING RMAAS COI/ER:: ITYP) :. 5 NG. TALBOT HIL RESERVOIR 12 -INCH PIPELINE a'E9637 -1 o0 /ti OST4. 7tOS "emu' en-y Y`3' Guf VERT 8EN[7 " NCH R - 6 or M-j rSE /W TEEMJ -Alj TWO /G LO/A5 PA7T °RN -7, A-1 r A-_ STA. 0 t 05 STA. / *- �5B O'OV FLx/AJ F. 1-4Y SEE STO.OET. R V✓m- BOX 4 [4700 3�ng5/ MN 1 WASH /NGToN - T i NATURAL GAS COMI°A/VY T.4/VIf STORAGE �COi2�2.OS /Orl/ TEST S7-,4770" 2 - 2 -5 51 7WJ l BEND „ 5"7,,� ®fV _ MV • �/ *753 [2 +00] [3 -ro0] (¢t00] �St00� 7 [G t 00 ��I�L,9CE CONG'. CURS -� 7* 00] 00 8 1 t t + 4 00 S + 00 * O 8+� 5 + + 8 sTA. *oo r0 8 F 220 MECHAN%CAL :70 /N7 220 "IRE WITH TH,4U5T ...:... __ OUCT LUGS . SEE 3� STA. 8130 Z „ARV A,-CO NO tz STA. 8 S 922 ZOO A THREAOEO N A CHOP? 2 ... .. ...: _.. ! ... .... 250 P. S. / SEE : BLOGlf -:SEE 00 Z__ S7"O. OEi- F2 -6 32 STA. 7 VERT KENO VALVE CHAA40ER.: EX /ST /NC, Gf20Z iND �` TRENCH �1 CllRTA //�/ d "x /6x8 "TEE _ 36 C ULVc zT !n BLOCKS N /G O: xMJx FL SEE 3 3 !160 M/M /M//M 4.O': COI/ER:: ITYP) :. 2 /4c /40 CH2M JR.M. CITY GF RENTON. WASHINGTON SCHEDULE G " 19 on O.VK. �'j. j2 ECORD DKAwING RN 5 HG. TALBOT HILL RESERVOIR PLAN AND PROFILE 1iE N0 V.1975 ®� HALL 16-IN L'H PIPELINE a E9637-1 STA. 0 t 05 STA. / *- �5B O'OV FLx/AJ F. 1-4Y SEE STO.OET. R V✓m- BOX 4 [4700 3�ng5/ MN 1 WASH /NGToN - T i NATURAL GAS COMI°A/VY T.4/VIf STORAGE �COi2�2.OS /Orl/ TEST S7-,4770" 2 - 2 -5 -gr.E- z --emmnm _ CON G. PAD 24 x 24 x C. �- - CONG. PAD (ALL MJ) TEE' STA. 3 ¢ 55 TT THRUST 6LOCK / (SCHED. G) 7 _ — t og 1 4 COM951111ATION A/R EXST 2011 2 O'1 SQ. o RELEASE VALVE _ CONC. PAD 611 PE x PE BEND MJx N/l ¢11 (PLnBACKF /LL W/ DRA /N Gl4VEL FL) SPOOL a c� %prr f VERIFY IN F /ELO in Lf) IFJQL /CST _. -- R/W N R1W �TEET. 20 ?c 2Ox /6 SfIAC6,.LE0__._ PLAN �t - \ � EXST. /6.11 EXST• /6'{ J EXST. L6?C EXST 2011 Err- 90__(FLxFL) GATE VALVE BEND PROV(OE DRESSER 1174. TAPPING SLEEVE 611 COA451NAT /ON /6 x /G x 4 (MJ x MJ x A=L) A/R RELEASE VALVE-(FLx FL) STA. 3-A 55 w �SCHED, P) 0 5ACKF /LL W /GRAVEL PLAN to "C.l. N/PPLc m FOR UNDERORA /NS (FL x FL) VALVE 30X \ v W/ 00 ° oe THRUST TIE.-';' 4 -0' COVER NIPPLE o,' THRUST 131-OCK ° ,pe0° ° 2EDUGE/c 8„ 90° THRUST F _ _ o� -(M / MJND r✓ SEND A3LOCK - -._ - co 1 90 ° BEh "7 ( �- STRAINER 6 NIPPLE PE) SPC]OL SLEEVE (LP)'� G "C -SATE VALVE VALVE 80X 2`+ Gn PE x PE= SPOOL. � Y• � � � t lL O VALVE 60X STD. HYDRANT EL. 156 t W 4'1.(�L x ? OE 774 /L 90 ° (FLX FL) KENO 4 "(FLxFL -- THRUST BLOCK REQ0- 4 - 314 " C'/A. THRUST BLOCK 7HRLlST" T /ES I -TyP /L'A L f- 1YDRAN7- VALVE T � SECT /O /V SECT /ON 1 8` 90° A1V BEND + a B" SPO IL W/ THRUST T /ES G" D. /. /6 x8 7-EE , /✓1✓ x M✓ x FL COMBINATION A/R RELEASE VALVE DETAIL 34 COMBINATION A/R RELEASE VALVE PE7 —AIL 35 RYDR4/VT DE %f� /L ,� /8 Z3 00 ... ........ o l a�. pF / ..C' SHEET .2 3 cf!' yr;t DES. 1JTAZ CITY OF REN "TON , WASHINGTON_ A 9 ALL SCHEDULES / I CH21 V 1 DR. D f3 IOAI= OF 23 ® ®HILL CHK. 1`,4,yS l -73- fZECOrzo pF'AwING D.TR A.L.S 5 MG o TALBOT HILL RESERVOIR MISCELLANEOUS DETAILS DATE plbV . 1 975 APPD. NO. DATE REVISION BY APPD. DWG. C 96 1 0 - 1 NO, 2 —2 -5