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Home My WebLink AboutzS-2993SetV7 v 1 i i m A wl al w Caw NORTH Coo - 260 w 0'59'00 °E 665.47' - GRAPHIC SCALE 20 o 10 20 40 L� jD'STA. 38 +31.67. / - -- - - -- - - - - - - i 20.57' RT. F.H, NO. 6 % ( 1N FEET ) I inch = 20 ft. \ -250 � [� 1" A.R.V. ASSY. - �i BUILDING PROXIMITY TO FIRE HYDRANTS w! I JI BUILDING PRIMARY HYDRANT SECONDARY HYDRANTS) - - z ` 15' WATER EASEMENT (TYP- ALIGNMENT 'K' _ _ °_ JJ N0. 9 (124') N0. 8 (154') d z ) 4" FIRE LINE NO ( ) .0 V• ASSY � 7 160' _ - - -I (FIRE SUPPRESSION) ALIGNMENT 'G' 272.51 LF 10 D.I. - CL. 52 I KK NO. 8 (54') NO. 7 (111') -- - - - - - - - NO. s (248 j i We : - - - - - P.I.V.'S & F_D -C' ; 'G2 J 5 : ' F (BLDGS. QQ, RR ) NO- 7 74' I _ LL NO. 8 (25') NO. 9 (196') (G71 P.I -V -'S & F- D -C.'S NO. 6 (205') (BLDGS_ TT & UU) f - ` - - I NO. 3 (274') € 2401 n. 31 :a ( i L i MM N0. 8 (78') NO. 7 (94') Ws 1 • ; - 240 NO. s (200') r FLxMJ) I J � 6 -UNIT , SPRI LERED Q NO. 4 (212') fn? 1 - 5 -1/4 M.V.O. F.H. ASSY. _ -f0 (3) 1_1 " S o I NO. 3 (241') F ; 1 1010 x4" RE UCER ( ADAPTER ) I I -I ( $ R NO. 5 (278') or 1 1" V. (FLxMJ) - RINKLERED 6- UNITS, S RINKLERED 1 nm w (SLOGS. QQ, RR & SS, 2" CS. 6- UNITS, SP Q I - NN N0. 7 (113') NO. 8.. (170') m o z: � Y c x: - 1- 10" G.V. (FLxMJ) - M -F.F. 245:61 NO. 6 (209') 0 o F I M.F.F. 248.20 NO- 9 241' o E 6- UNITS, SP�NKLERED oo }e 6- UNITS, S RINKLERED 6- UNITS, 2 - BLOCKS B.F.F. 235.61 M_F_F_ = 248.69 I ( ) v - B.F.F. 238 -20 �I 3a I U ) U SPRINKLERED _ B_F_F_ = 238.69 M.F.F. = 245.14 N F w as M.F -F- 249.92 M.F.F. 248.22 B.F.F. - 23514 'a PP N0. 6 (124') B.F.F. - 239.92 i B.F.F. 238.22 (2) 1 1/2" W.M.'S N0. 7 (4') N0. 8 (128') U Q-I' rn o U& , 2" q M)N- Co., .LE.- 300% 1 o I E= I NO. 9 (243') 200 ° tl 231 -41 Max g° PVC- �IE= 1233.70 MAX o �I Ei CO., I.E- i C.O., LE =� " 1 MAX. o ( \ I 2 \N• 49.0 M 01 -I QQ NO. 7 (150') NO- 6 (154') A m E 0% 235.46 MAX 233.76 MAX.: CO, I.E. NO. 8 (298') ' c - 230C. M N 23 _ 4' RT_ c.0., I.E. 230-so MAX SSMH NO. 8, 48" (PRIVATE) 230 a� RT- 230.34 Max. RIM = 233.11- _- _.._ 1 4 i NO. 6 (94') 100.6 LF 8" PVC ___ 5 =0 -1817 (PRIVATE) LE. = 226_?i -.. - - - RR NO. 7 (95') NO. 8 (240' 230 - ) ` 229.31 3 SS NO. 6 (30') NO. 7 (62') s B.F.F. 1 a0 NO. 8 (210') .� _ _ o 220.31 D' TA 36 +9 .94, 17 00' RT_ ... - D STA. 37 +22.40, 31' LT- p o aj F.H. NO_7 / 1- 22 -1 /2' BEND (MJ) \ PP -- NN z TT NO. 6 (57') NO. 7 (77') 4 LOCK M_FI F. = 225.31 M.F.F. = 225- 3 NO. 5 (258') D STA 36 +88 -73, 4.91' LT. F N0. 8 (205 CD B -F F. = 216.31 B:F_F. = 216.E3 } / ° 1 - 10 "x6" TEE (MJxFL) a \ 220 I NO. 4 (260') +_ ALIGNMENT F' o 1 6� G -Y_ (FLxMJ) TO - CO., I LE- - c -5 MA 174 M.V.O. F.H. ASSY. _ ) NO. 7 (131') BLOCK .n \ _ 220 MAX .. 251 Max I UU NO. 6 (114' NO. 5 (167') NO. 4 (198') l_ - _ ° PVC _ N0. 8 (257') 6 _ -220- _ _ G1 NO. 6 (67') '.NO, 7' (205') 220 3 W.M 'S - q q q (BLDG LL &: MM, \ _ - 1" svCS.) : (7) 3/4° w_M.'s -. a t " (BLDGS. NN & PP, 1" SVCS -) }°o - ALIGNMENT 'I' G2 N0. 6 (131') NO. 7 (255') D dl SSMH N036+4 , 4847(PR (PRIVATE) w NO. 7 (190') RIM = 218:01 G3 - ... _- NO- 6 (62') a �... w I.E. = 207.83 -- _ -- a NO. 7 (148') \ 'D' STA. 35 +99.71, 0.42' RT. G4 NO. 6 (15') W M.F.F. = 219.48 'E' ST N0. 8 (287') 43 +19.06, - I - - ___._ _.... a0 1- 22 -1 2' BEND (J) o B.F.F. = 210.48 15.00' I_T. m BLOCK F.H. NO. 8 o s G5 NO. 6 (52') N0. 7 (136') 1 M.F.F. 219.86 0 I - NO. 5 (226') 217.86 L o m B.F.F. -] 210.86 �1� B.F.F. 208.86 1 270 GS. JJ 84 KK, 1" SV S.) M.F.F. T 2 17.10 - -m- • ; 210 B.F.F. - 208 -10 Z I 5+ 9: - _ I G6 NO- 6 (107') N0. 5 (162') CO., I.E.= - w 1-0 SSMH O- 6, 48 - 10-I- - - - -210- N0. 7 (190') 2 C. I.E. J NO. 4 (254') p 0390 MAX. Itil. I (PRIV 2oa.00 MAX . os IN RIM = 20 -0 RECOMMENDED 40 +69.53, 7.00' LT. > > o I.E. = 19133 FOR APPROVAL i° TEE (FL) : ',I,I ? 6" VC 011:06% -°-o: M.F.F. = 216.32 � ?��1 BY 6 -zo 2 -- 1NIV.:FLG. ADAPTE I - �� B.F.F. - 207.32 � _v. (FLxMJ) 0, M.F.F- 215.88 z /4" M, V.O. F.H. SSY. z3s BY B.F.F_ = 206 -88 - I_ - -- _ /ERT. CROSS (F xMJxMJxMJ) 210 BY v1 > L - D' STA_ 35+57.38, 10 -42' T- wl LUGS (MJ) - o - _ o � o m 1 10 "x6" TEE (MJxFL) I �I �� /z "TAP 2" PLUG (MJ) ALIGNMENT 'E' \ ( ) z c.o I -E I - DALEY- MORROW- POBLETE, INC. m 1 6" G -V_ FLxMJ N M r o I 1 I 5-1/4" M_�✓ -O_ F.H. ASSY- 2o3.oa Max ��V \N L: q3 726 AUBURN WAY.. N. O I I AUBURN, WASHINGTON 95002 C.O., I.E- ti� 9 P 253) 333 -2206 HONE (253) 333 -2200, FAX: ( N 6 20261 MAX 202.69 MAX " PVC _ WI 'D' STA. 35 +28.41, 0.13' LT- r (6) /4" -M-'S I 13 ........... SSMIHL A10_5,..8.:. ............. o 9 of ....................... .......:. ......... - - ....:.................. ...,........................... .........: $LOGS. G Hi+... & -f2E 1 VCS. ... ,_ .: - ------ - ............... .. ......_ _ ........ _ .. ----. ....................... FC ENGINEERING - SURVEYING /moo ( )_ I_ - (PRIVATE) 3105 _.__- -_- MA OH LINE TOSHEET 23...I.... - - - -200_ ��S /ONA.L E�G\�� D LAND PLANNING rcl Z wr�Q -s % -sue E wine i tau E I BMW, { Rw EXPIRES 9 JAN 2004 C"D " E�f�✓ o S SCANroF-.D SEP 13 2902 {3 M � � 3 � ..� .� I B� a 33s d I i I of �� al m �� w W � '8 � c� � � off' �°' �� 1:,1 .� E--a W W d' E-' I Q' r- W � E.-, � Q � � W � Crl L/? U a.°. o% o z 0 3v (� a �z �- 1H-�1 W a. a �� c� vm 'E A �� I ` rn c oy a� s �� o � �� II � �� .--i 4 � Q � Q Q w � '-a � � �� MATCH LINE 'S � is_�b� I 'D' STA 35 +28.41, 0.13' LT. - �o��. �. _...._...rl............ f^ -. o - �. „� � ,,. �._ ..,�.� - ` (PRIVATE) �� RIM = 203.05 - - - -200 _ I ,,l I r7 - 1 i I.E_ = 189.11 � -200 � C ��% :� �� 200 - I �; I D AIN i 1 j T TH 1 � I � I i 00 °MIN, 'B' S A. 14+ 3. 6, 23.58' R (I v I III . `D' S A. 33+ 23.5 ' LT. 2p I I R_EC E {, IL ING � 1 - o" 4s G l M. 9.52 BLOC�(MJ) M.F.F. � 203.10 0° II I I B.F.F. = 194.10 -: I�F.� ' H I (I� J I \�� I� EE I 0 L - �_ _ � � c.o., I.E.= zrn M_F.E_ � 20237 M.F.F. = 198. 3 ' 'STA +05:20, 23.59' R F.F. - 202.60 18989 MAX - ° I .o., I. _ SWIMMING POOL - I mod- I, B_F_F_ = 193.37 c.o_, EE �•F.F. = 189. 3 a.98 X STA. +77.63, ;3.59' .F.F. 1 193.60 '- .. lad a5.10 MAx �, \r' - ° .I 'B' STA. ?5 +83.45, 2. R � 6° PVC ®2.00% o,o^ I•E•= 'B' SSA. 12 +69.70 17.00' RT. , - pp %° D (MJ SPA 'C' STA. 22 +55.88, 2. 1' R c.o., i.E - -� � -- : I �-;� - i>s9�a F.H. tJO. 3 I `),• CK 1 _ 189.33 MAX. _;: ■ W'� _. { I BLOCK _..< ;� 7°O - - - - -- - -- -- i p I '.' �.��- ,�- -,.- -. _ "�1 '�ph`1' FAN,- p 723.3 L� 10" D.I. - CL 52 EX. F.H. 'B' (201') � �O� 12' -•�v ( (Z) (BLDG_ - - l 3/4' 1° - _M ,S CS.) I I ". � ' 1 )j - � E E �* � � 3® � EX. F.H. 'B' (189') o° ° � - 3 ( B 3/4_ DG _ 16 .M 1" ST S SVGS: 12+ " 45`. � 1g0 o i � 3.9�, 9.SO�T! \I/ _ I. � o ° � � �,;., -,�' ,yam i .; � _r � �• - -_ - 'B TA_ 14+95;39, 1.44' '' RT 'D' STA_ 32 +84:88, 1.44' LT. _ _ �, (. o `; N0. 9 (18') �� +� f�- -' 80 2 i � - D.I. CL 52 � I� � DALEY- MORROW- POBLETE, INC. 1 BOCK 1 MJ) ( - ®>� - - 47.9 LF 10 �• FF II � I - D_f. - : 52 oo � � 1 - 29.6 L F j ° N0. 7 (218') 'B' °� ° I : � ° 1 - .10 .45' o D.I. - CL. 52 0 ° ° � v o, ALIGNMEt�j� D': o it � NO. 9 (110') 'B' STA. -" ��" y __ Q _95, 5:00 RT °c: ALIGNMENT B �- `D.I. - CL 52 � °'I STA. 12 +15.98, 1.70' RT. SSMH NO 3 8 14. F 10" - .I.`YT 1 �- � � � -z - _ - - -/� � \ BLO K _ � ;.. _ :_ _ ,� _ _ m: _= i � TA 1 1 � BLOCK � M�� - - � ND J) '' f _ - - � � •� \ !.� c� �O ,. PRIVATE RIM = 183.044. IE I 76.04 iJO. 9 (178') -- ': N0. 7 (227') � _ _ - _ : 1 - 10" -VERY. CROSS (MJ) ' EX. F.H. 'A' _ -_ ' -- - -T EX. F.H. 'B' - - - - " - 1� 7-0- TAPP� VALVE (FLxMJ) 1 - 10" SLEEVE (MJ) RETROFIT W /5" LOCK (SEE CONNECTION DETAIL, BHT. 30) � 13 ,��, 9FCl 1 �� SS i ENGINEERING - SURVEYING D �: 1 - 10" VERY. CROSS (MJ) � STORZ FlTTINGS � 6 34'W. �� - i I 'B' STA. 12 +16.68, 12 ' 1 10 °45' O W yyyvLf� =��=AA� � PP YY�� ❑�!1!`I! /cCC I`nnlnlC!`Tlnni nCTnl1 cur zn1 ExaiRES 9 JAN 2004 - - -- Z w� �.,, � Z�� uor va�o ess ac � o �o - - -_ BEND (MJ) /4" W.M.' Cry �'- a9;��zD� 1.tii- ��4�'oz'St•«„C'� /yJ SC�NneoLSEP 132002. . i BLDG. DD, 1 SVC � :'e !, I I � III�}} �I. �" IH tl I& kid) l� t� .aka- � �` -' �+ ��. i t 6 � II fir, ' _ : "� .:. -, � , .... , . 1 8° VC 5- 0.0757 (PRIVA ) � I BLOCK - 4 3/4" .M.•S � - BLDG. C 1" S S I II 2. 0 LT. � 'A' A. 2+ 4. 6 9.00' T: 9 o B' ST 3 +59. ' 5, 23.9 ' T. ' 'B' ST 3 +49.95, 23 58' RT I = 4. 7' LT. °� 1 ;B' S A. 15 41. .9.20' RT D ST . 4 +05. 5, 31.9 T. 8" 'D' ST 4 +34.21, 8. 8' R oo i80 � I . I 1 0. 7' LT. 3. 7' LT. I c�.l � I ,I I O' S 'D' S A. 22 322 A. 32 41 3 , 22.1 9.76' R . LT.' SSM N0. (PRI A= ) 3 - � V :� � J ( ) � 'B' ST{4. 12+ 0' RT. -- 67.0 LF 8" PVC 5= 0.1494 (P BLIC) � I 1 - 10" TE IM 195.0 BLOC � ' 1 - 10'x6' E M x L). (PRIVATE) = 81.88 I ° I �I I 3 - 10" G.V. (FL MJ) 'E' = 1 I 1 - 6i G.V. I � / -780- _ = 74.88 � BLO K pp ; 1 -�1/4' M.V.O F .:ABBY. I� j I I I BB i ? BLO I 448 6 i 187.15 178.15 a I M.F.F. 186.86 M.F.F. = 188.86 M_F_F. 789.73 � I .3 (PRIVATE)12 - . = � II B.F.F. 177.86 679.86 M.F.F. B.F.F. = 194.20 185.20 190 B_F.F. 186.23 � typ� B_F.CO,E80.73 I � - RIM 173.03 c.o., LE: 173.85 MAX. 1 o -::I I c.o., L 173.6$ .- AX. B.F.F. -� 183.20 � B_FF 184.73 nfi� ( MAX I - U , I .= _� _ LE." = 166.03 _ I � _ I I I C.O..I.E: I ! -, 11. I Z 178.84 MAX �-- . _ I I I ; 6" PVC ®15.57% co, I.E.- 6' PVC � 14.31% !! 781.88 MAX l ° I _ I : _ .- _. ._ ° .. 3LIC) v I "17 I __ _ - -\ - -- -- 770_ I _._ N II 15' WATER EASEMENT (TYP.) 2.97 5.33.... I a I.I I _: / � _ \ -. / -._. / - � \ _ � -. / /�... \ m � I -.. J ( � / \i Z I I I � � � � _ __ � z I I _ - _ - _ - _ -_ -- � a I _-�� ,\ �/ I '' I ;I I I oo E� I I 134.8 LF 8" PVC 5= 0.1143 � �I,k _ _ I I � I a -I I :III l � � - _- _...- _ -. __ I I I I_ (PRIVATE) 1 I I � _ I ,Li I � o ' I � �I � I � - _ '- - _ � _ - _ l_ _ \� � I I� Ia I _ _ \\ I I it �:IIN I -- ------------- - - - - -- \ --�_. I � I I 'B' STA. 10 +14.61 �. � I II :I� � - - - - � ' TALBOY STA. 118 +49.84, 14.61' RT. �` i � ( �I -.. - -.- \ \ - -. - - - SSMRIMNO � :I- - TALBOT STA,.. 1 i 9 +97 -:06, 14 07' -RT 159 0 -. \ I (� - I ° I I EXIST. SSMH R!M = 160.95 � !.c. = 150.62 (EXIST.) \ _�6 0 " -- _ _ - ;l I I [i° -..: J. - -- -- I.E. = 152.60 -- N00'30'20'E -- 663.33' -- -- -- -- -- N��n mm��u - �� _ 160 �� - - - - -- -- _ M -c`F.I - I - 182.3 LF 8" PVC -5= 0.0134 `- __.. EX: -3981 tF- 6" SS- S= OO}34� - � - -- ___- NORTH GKAYtil(; SLALE 20 0 1a 20 ao ( IN FEET ) 1 inch = 20 ft. BUILDING PROXIMITY TO FIRE HYDRANTS BUILDING PRIMARY HYDRANT SECONDARY HYDRANTS) AA N0. 9 (50') EX. F.H. 'A' (189') NO. 8 (200') N0. 1 (246') BB N0. 9 (89') N0. 8 (187') EX. F_H. 'A' (189') N0. 1 (197') EX. F.H. 'B' (277') CC N0. 9 (133') N0. 1 (122') N0. 8 (188') p EX. F.H. 'B' (201') �O� 12' -•�v EX. F.H. 'C' (267') BY f1BDOlA,a. (3Afw,v� 6 EX. F.H. 'A' (289') DD N0. 1 (54') EX. F.H. 'B' (189') o° ° � - - - � - - � - EX. F_H. 'C' (214') - i - - � - - - - - N0. 9 (218') N0. 8 (250') � N0. 2 (283') EE N0. 9 (18') i� 'B' sTA. 10 +04.00. 1 0.00' RT. f \NWL. DALEY- MORROW- POBLETE, INC. NO. 8 (149')' il N0. 7 (250`) 12 ': N0. 1 (291') FF NO 9 (23') N0. 8 (109') AUB RN6 WABSH NGTO NY 98002 N0. 7 (218') NO. 1 (241') GG N0. 8 (47') NO. 9 (110') - -o � � 1 - 10" TAPPING VALVE- (FL -xMJ) _ -" ��" y __ Q N0. 1 (128') °'I N0. 7 (189') N0.3 (224') HH NO. 8 (81') NO. 1 87' N0. 3 (176') Gi iJO. 9 (178') -- ': N0. 7 (227') S- ?99ti02 BY. I I p �O� 12' -•�v o BY f1BDOlA,a. (3Afw,v� 6 zl �' rn � o° ° � - - - � - - � - _ TALBOT ROAD S. - i - - � - - - - - J Z9 2b � - � W - i� 'B' sTA. 10 +04.00. 1 0.00' RT. f \NWL. DALEY- MORROW- POBLETE, INC. il 12 ': 'A' STA. -0 +05.00, 9.00' RT. 16" W " " �� F Hq AUB RN6 WABSH NGTO NY 98002 d �i 16 W E ; �' ��1g }9 D STA. 29 +95.00, -9.00' RT. C' - -o � � 1 - 10" TAPPING VALVE- (FL -xMJ) _ -" ��" y __ Q PHONE: (253) 333 -2200; FAX: (253) 333 -2206 °'I 'TALBOT' STA. 121 +68.01, 5.00' LT. - - � _ - - - � 1 - 10' SLEEVE_(MJ) Gi -- ': _ 1 - 12 "x10° WET TAPPING_TF€- (MJXFL)t60 - - � _ _ - _ : 1 - 10" -VERY. CROSS (MJ) ' EX. F.H. 'A' _ EX. F.H. 'B' - - - - " - 1� 7-0- TAPP� VALVE (FLxMJ) 1 - 10" SLEEVE (MJ) RETROFIT W /5" LOCK (SEE CONNECTION DETAIL, BHT. 30) � 13 ,��, 9FCl 1 �� SS i ENGINEERING - SURVEYING D RIiTRpFLT W,�" , �STORZ FITTINGS -o 1 - 10" VERY. CROSS (MJ) � STORZ FlTTINGS /pNA Er\�� ® LAND PLANNING r O W yyyvLf� =��=AA� � PP YY�� ❑�!1!`I! /cCC I`nnlnlC!`Tlnni nCTnl1 cur zn1 ExaiRES 9 JAN 2004 - Z w� �.,, � Z�� uor va�o ess ac � o �o - - -_ Cry �'- a9;��zD� 1.tii- ��4�'oz'St•«„C'� /yJ SC�NneoLSEP 132002. . i ,.� li ::j {i i �; t_ F i I i '� �� I. �. I, f' . � :'e !, I I � III�}} �I. �" IH tl I& kid) l� t� .aka- � �` -' �+ ��. i t 6 � II fir, ' : "� .:. -, � , .... , . 9 G g� a a I a of Ili I i I of i of z O 0 0 C) W 0.: I � W 1� W L/2 U a° o« Q `vE E 3Q zj U F 1 Z L� 0_1 �N W a P4 a L) P4 rn ` c° v� 'E c vd MATCH LINE TO SHEET 140'± TO EX. F.H. 'E' \ B' STA: 18 +08.72, - - - -� 17.00' RT. I 0 0.2 CL. 52 I IT 3Ia', u 10° D.� - Sc ? 47.9 LF 10 F.H. N0: 2 /� D.I. CL. 52 0 I\ ALIGNMENT 'B' _ a B' STA 15+6t.74 10.20 RT AFi(IMENfiS 'B' AND G r ':STA. 17 +28.49y5.00' -_ _ += � STR.�2a =39 TS't7- 89�1F{�� s 1 10°x6 TEE (MJxFL) \\ 4907 BEND (MJ) I • _ t - _ - G V (F[xMJ) Q •� 1 8 :ABBY - io 0 4' W.M' 1 0.5 LIF 8° P C S= 0.0733 (PUBLIC) (BLDG. DD BLDG. C. I 22 LF 10' DI B' ST . 18 +0 .72 5. 0' T. SVC . - - ._ if X'" E M.'S I 1 STA 2 1 .03, 250' LT. z h 'A' A. 2+ 4. - 10 ; NIV.6 G AE A FL M) BLDGS. S CS.) B TA. SSTA 124 +04. 1, 8.28' RT. J . I B STA 1 5. 0, 14.67' LT_ :I 'B' A. 15 41 STA 17 18 49 24.00' LT. LT. TA 1 .42 0.57' LT_ A. 221312 i - 5 -1 4" M.V 0. F.H. A SY. 1 - 0' TEE FL STA. 2 +7 .4 3200 LT. 190- ( ) - :Cl 'D STA 2 1 .05, 3.97' LT_ N 'D' A. 32141 o SMH N 2, 8' (PUBLIC) I �+ 0 1 - 0° VERT. ROSS MJ) 3 - 10" .V: (F BLOCK IM = 1 H N _ 48° (PUBLIC) 1 - 10" TE o 3 - 10" PLUGS (MJ) I E. - 186.6 RIM = 181.88 I ° zI I I 3 - 10" G.V. o^ OR PLUG W /2" TAP & 2 " PUG (MJ) I.E. = 174.88 BLO K 2- LOCKS I I I I DD 3 M.F.F. 191.45 M. - - M F_F_ 187.15 a B.F.F. 182.45 M.F.F. 196.62 M_F.F. = 196.75 M.F.F. -' 19275 189.15 B.F.F. 178.15 M.F.F. 186.86 o M.F.F. 193.45 T B.F.F. 187.75 - m I I I- B.F.F. 177.86 B.F.F. 187.62 B_F_F_ o B.F.F. - 184.45 90 B.F.F. - 183.75 180.15 II i Co., I.E= C.O. OD G0- I.E.= 173.85 MAX O l 173.E 190 X - Z - _ I 779_45 MA C.O., I.E= 183.38 MAX�- 6" PVC ® 5.347 • �_ 7 177.55 MAXI 6" PVC 0 15 8° -180- - - I :I \ / \ 'A STA 1+ 2-6 250' LT. - / C7 STA 2445207 250 LT 'D' ST& 31 +5207 250 LT- 7 - - - - - - - SSH NO. 10, 48 (PUBLIC) RIM = 17297 _ - LF_ = 165.33 o�I�I I _- J I I 'o I I II I m II LI I o I ;I I 'A STA. 0 +1623 2.50 LT_ 'C' STA 2G+16.23, 2.50' LT. I I ° I .IN 'D' STA. 30+16.23, 2.50' LT. I 11111111 EXISTING 10' SD ESMT. (PVT.) CL ` `770_ / 'TALBOT STA 121 +7933, 16.23' RT._ oo - _ i - -- - - - - - - - - - - - - - - - - - - SSMH NO. 48" - RIM = 162.62 - 'v - -- - -155.04 EXTEND PIPE AND RELOCATE I_E_ o� EX. B.O.V. 134'7 TO EX. F. -. .... -.. -. EX.- F.H. 'C', EXTEND PIPE AND - RELOCATE H• 'D' TO BEHIND SIDEWALK PER CITY STDS. N00'30'20 "E 663.33' RETROFIT W /5° STORZ FITTINGS I� -- -- - -- -- -- - - - -- Z 12° W Z rn o= 6 W W w'o 27 -8999 wr* s7 -s9pi N ORTH GRAPHIC SCALE 20 0 10 20 40 i ( IN FEET ) I inch 20 ft. BUILDING PROXIMITY TO FIRE HYDRANTS 200.18 MAX. PRIMARY HYDRANT SECONDARY HYDRANT(Sl A NO. 2 (50') ° C.O.. I.E= I ( 1- /2" W.M. ..... . Z ................. ....................aOZS9.MAx.. Y' { - - E)- -._._ L7 DS 1. C.O., LE � 6" PVC ®7.60% 199.82 MAX. 'C' STA. 24 +88.98, 0.18' LT. NO. 3 (242') B N0. 2 (72') NO. 13, 48" I L `��/ \KSSMH \ (PUBLIC) EX. F.H. 'E' (250') BY i z �� r ®T ®� � - -RIM 3S. & HS �NM EX. F.H. 'B' (280') - 204.12 I.E. - 192.01 '� (BL 1. S. - AIN NO. 2 (102') 15' WATER EASEMENT (TIP.) N Ici T TH 15' EASEMENT ( S IT Y SEWER ®2 0 MIN` o_ us I 40 1 .64-78, 17_00r RT. 133.5 LF 8 PVC S =OAi 2 'C' NO. 4 (292') M.F.F. 205.52 ° Zj� 22 4214, 17 55' RT. ( (PUBLIC) (G) F.H. NO. 1 REC H IL ING NO: 1 (41') B.F.F. = 196.52 1 I� - I� if M. 9.52 E ° I= Z a M_F_F. = 205.32 B.F.F. = 196.32 EX. F.H. 'E' (140') ,II 200) NO. 3 (179') M.F.F. = 205.00 M F.F. = 204.20 B F.F. = 195. 0 _ C.O.. I.E: C.O., LE 19242 MAX - - I ❑ I I I ( CO., LF B.F.F. 196.00 STA +05:20, 3.59' R . , 791.76 M C.O., L = SWIMMING POOL -. I - 194.99 STA. +77.63 23.59' RT. Qo MAX �� ' _ " 'B' STA. 15 +83.45, 2. 1' 1 - 191.79 YAX. : I - -- - - -- -- 200y, - MIN. • - Op,- D (MJ A 'C' STA. 22 +55.88, 2. 1'- F 190.78 MAX -.❑ - - NO. 4 (193') 6 RVC 2 00% NO. 1 (200') - - - - - - - C.O., VE I.E. BLOCK ,4 -_._ c5) .'s F, G NO. 3 (52') ' 123.3 LF 10 °'D.1_ - GL 52 18. D.I. LF 10° CL. 52 n o \ B' STA: 18 +08.72, - - - -� 17.00' RT. I 0 0.2 CL. 52 I IT 3Ia', u 10° D.� - Sc ? 47.9 LF 10 F.H. N0: 2 /� D.I. CL. 52 0 I\ ALIGNMENT 'B' _ a B' STA 15+6t.74 10.20 RT AFi(IMENfiS 'B' AND G r ':STA. 17 +28.49y5.00' -_ _ += � STR.�2a =39 TS't7- 89�1F{�� s 1 10°x6 TEE (MJxFL) \\ 4907 BEND (MJ) I • _ t - _ - G V (F[xMJ) Q •� 1 8 :ABBY - io 0 4' W.M' 1 0.5 LIF 8° P C S= 0.0733 (PUBLIC) (BLDG. DD BLDG. C. I 22 LF 10' DI B' ST . 18 +0 .72 5. 0' T. SVC . - - ._ if X'" E M.'S I 1 STA 2 1 .03, 250' LT. z h 'A' A. 2+ 4. - 10 ; NIV.6 G AE A FL M) BLDGS. S CS.) B TA. SSTA 124 +04. 1, 8.28' RT. J . I B STA 1 5. 0, 14.67' LT_ :I 'B' A. 15 41 STA 17 18 49 24.00' LT. LT. TA 1 .42 0.57' LT_ A. 221312 i - 5 -1 4" M.V 0. F.H. A SY. 1 - 0' TEE FL STA. 2 +7 .4 3200 LT. 190- ( ) - :Cl 'D STA 2 1 .05, 3.97' LT_ N 'D' A. 32141 o SMH N 2, 8' (PUBLIC) I �+ 0 1 - 0° VERT. ROSS MJ) 3 - 10" .V: (F BLOCK IM = 1 H N _ 48° (PUBLIC) 1 - 10" TE o 3 - 10" PLUGS (MJ) I E. - 186.6 RIM = 181.88 I ° zI I I 3 - 10" G.V. o^ OR PLUG W /2" TAP & 2 " PUG (MJ) I.E. = 174.88 BLO K 2- LOCKS I I I I DD 3 M.F.F. 191.45 M. - - M F_F_ 187.15 a B.F.F. 182.45 M.F.F. 196.62 M_F.F. = 196.75 M.F.F. -' 19275 189.15 B.F.F. 178.15 M.F.F. 186.86 o M.F.F. 193.45 T B.F.F. 187.75 - m I I I- B.F.F. 177.86 B.F.F. 187.62 B_F_F_ o B.F.F. - 184.45 90 B.F.F. - 183.75 180.15 II i Co., I.E= C.O. OD G0- I.E.= 173.85 MAX O l 173.E 190 X - Z - _ I 779_45 MA C.O., I.E= 183.38 MAX�- 6" PVC ® 5.347 • �_ 7 177.55 MAXI 6" PVC 0 15 8° -180- - - I :I \ / \ 'A STA 1+ 2-6 250' LT. - / C7 STA 2445207 250 LT 'D' ST& 31 +5207 250 LT- 7 - - - - - - - SSH NO. 10, 48 (PUBLIC) RIM = 17297 _ - LF_ = 165.33 o�I�I I _- J I I 'o I I II I m II LI I o I ;I I 'A STA. 0 +1623 2.50 LT_ 'C' STA 2G+16.23, 2.50' LT. I I ° I .IN 'D' STA. 30+16.23, 2.50' LT. I 11111111 EXISTING 10' SD ESMT. (PVT.) CL ` `770_ / 'TALBOT STA 121 +7933, 16.23' RT._ oo - _ i - -- - - - - - - - - - - - - - - - - - - SSMH NO. 48" - RIM = 162.62 - 'v - -- - -155.04 EXTEND PIPE AND RELOCATE I_E_ o� EX. B.O.V. 134'7 TO EX. F. -. .... -.. -. EX.- F.H. 'C', EXTEND PIPE AND - RELOCATE H• 'D' TO BEHIND SIDEWALK PER CITY STDS. N00'30'20 "E 663.33' RETROFIT W /5° STORZ FITTINGS I� -- -- - -- -- -- - - - -- Z 12° W Z rn o= 6 W W w'o 27 -8999 wr* s7 -s9pi N ORTH GRAPHIC SCALE 20 0 10 20 40 i ( IN FEET ) I inch 20 ft. BUILDING PROXIMITY TO FIRE HYDRANTS BUILDING PRIMARY HYDRANT SECONDARY HYDRANT(Sl A NO. 2 (50') EX. F.H. 'E' (142') EX. F.H. 'C' (194') NO. 1 (218') BY C zy� EX. F.H. b' (240') 2„ NO. 3 (242') B N0. 2 (72') NO. 1 (166') NO. 3 (211') EX. F.H. 'C' (233') EX. F.H. 'E' (250') BY EX. F.H. 'B' (280') '� EX. F.H. 'D' (283') C NO. 2 (102') NO. 1 (104') o _ _ _ - - - N EX. F.H. 'C' (169') NO. 3 (197') DALEY- MORROW- POBLETE, INC. NO. 4 (292') N 'TALBOT' EX. F.H. 'E' (294') D NO: 1 (41') NO. 2 (186') EX. F.H. 'B' (186') V \N L. F,� q W 726 AUBURN WAY N. 98002 STA. 123 +69.64, 4.44' LT. = _ -- E NO. 2 (18') EX. F.H. 'E' (140') NO. 3 (179') AUBURN, WASHINGTON PHONE: (253) 333 -2200: FAX: (253) 333 -2206 NO. 4 (227') -- � NO. 1 (227') F NO. 2 (23') NO. 3 (135') NO. 4 (193') NO. 1 (200') W -_._ EX. F.H. 'E' (231') G NO. 3 (52') NO. 1 (83') NO. 2 (110') NO. 4 (163') n o NO. 8 (257') H NO. 3 (58') NO. 1 (82') FOP C1325 f s,a'IS �� N� N,AL a �` '.. D' ENGINEERING ,SURVEYING u LAND PLANNING... ,ncorPOrQ'�tl NO. 2 (178') NO. 4 (201') NO. 8 (209') REC -BLDG NO. 3 (94') NO. 1 (120') NO. 8 (137') NO. 2 (230') NO. 4 (244') NO. 7 (285') NO. 9 (285') RECOMMENDED FOR APPROVAL -. _. EXPIRES 9. JAN 2004, STAII N11 11L, I SGANNLw StYI 19 27701 it $ k 71 a 9- I r r sl : a BYQIY�d�[3.. ro -zoo BY C zy� 2„ B otrw BY TALBOT ROAD g '� o _ _ _ - - - N o o W DALEY- MORROW- POBLETE, INC. N 'TALBOT' 12"W : = A V \N L. F,� q W 726 AUBURN WAY N. 98002 STA. 123 +69.64, 4.44' LT. = _ -- 16. W G pF H " 9 AUBURN, WASHINGTON PHONE: (253) 333 -2200: FAX: (253) 333 -2206 EXIST. SSMH ' RIM = 164A7 -- � : F C 6' W -_._ L, z n o EX. F.H: ,B° _ __ _ _ �RETROF1�Nl� _ STORZ FITTINGS o >r- /v --- / :r :a -_'T 1 RI FOP C1325 f s,a'IS �� N� N,AL a �` '.. D' ENGINEERING ,SURVEYING u LAND PLANNING... ,ncorPOrQ'�tl -. _. EXPIRES 9. JAN 2004, STAII N11 11L, I SGANNLw StYI 19 27701 it $ k 71 a 9- I r r iJ GZ--i W � �� , U� \ -� `� L.� �✓ W <C � I � a� � � d N v .__7 I� � W E-a � d C1: g� W a W U � a° o �`�. w z �_ O � - l -= _ - - _- - 3� E-+ a a I.i �Z ° � d NORTH _ U'�i �°'� 0 E �� - __ -2 n� c_ c �a � I c m oy a� �� _ - -- - - � � -- - o----------- o � �� II � _ _ _ - - - - - - - - - - rC' STA. 28 +07.25, 2.43'- RT. o=t�z - � - _ �� r � O w � � o Q 'a � � I a I nl ml �' o °I 'c' sTA. so +oz,43, 7.00' RT. �(FL) a a 0 I I i I Z " °I � ,I o ml i of a "' o z c __ I I I I_ 1 - l -= _ - - _- - <�v- � NORTH I - __ -2 n� _ - -- - - � � -- - o----------- - - - - -- - - -� - N00'59'00 °E -- 665.47' - - -- -_ _- - - _ _ - - - - - - - 260_ ,I ' I _ _ _ - - - - - - - - - - rC' STA. 28 +07.25, 2.43'- RT. o=t�z - � - _ ., i s � 'c' sTA. so +oz,43, 7.00' RT. �(FL) � ; � GRAPHIC SCALE EXISTING 20' UTILITY I V � I I -- 1 - 10" TEE `260 - .- _. - _ -_ - -- � _ -- ! � - - 20 0 70 20 40 ESMT. (�.lBL16} =�� 260-' -'I- _ - - - _ � - - - - 2 10" G.V. (FLxMJ - 1 _ -10" VERT. CROSS FLxMJx xMJ) ... - - -. I - - - - - r l 3 - 10° PLUGS- (MJ) �� rr ET ( I FE ) i I � I _ TOP PLUG 1N/2 "TAP & 2" PLUG (MJ) j � 250 I 11 ST 27 +e5.75, -243' RT. 1 �n�n = zo rt. I -- � � I � 1 �.�. TEE (�) 1° A.R.V. ASSY. ao c I ` _ _ - - - - - - 1- `6 °,I G.V.. (FLx6fJ) _!, � a I BUILDING PROXIMITY TO FIRE HYDRANTS L. ^.,,:_ ___ I � �. __ - � ` _ � 1 ; 1/4' M. V.O.F.H_ ASSY r � � F. I d � _ ✓ Z 1 - x4° TEE (FL) BUILDING PRIMARY HYDRANT SECONDARY HYDRANTS) ,I I I I � 2 - 10" UNIV_ FLG_ ADAPTER I I z J N0. 2 (114') N0. 4 (157') - - - - - I T T � I v 1 4' G.V. (FUdJJ) c� - -�- -�'DC«S - - - � �- - -9- - - a - _ - - - N0. 3 (189') EX. F.H. 'E' (221') I I I � I : � ALIGNMENT:'G a - I EX. F.H. 'F' (249') '' I I I ! 0 17.6 LF 10° D.I. - CL 52 ° ALIGNMENT ',I' 1 272 5 LF 10 D.I. - CL. 52 N0. 1 297') '�� I � � _ m ° N0. 5 (298') __ 'C, STA. 27 +85.15.. 22.05' LT. I r - - - - - - - - - - - - - - - - - - - 4" D.D.C. V: ASSY - 4" FIRE LJIVE _. LL � G8� � r{ �' -n � '� K N0. 3 (89') N0. 4 109') N0. 2 (101') i 1 � FIRE SUPPRESSION `� I %�I I P.I.V.'S & _D_C'S G7 + G6 )(233') ExIS I CI1ti I I G9 I � 4 a l � (BLDGS. T& U) EXO. F.H.22E' R1�:1 L3' ' � � i � G10 P.I.V.'S & F.D.C.'S - rr�a� �,. EX. F.H. 'F' (246') -it -I 8" ORISCOPIPE 1 n .i - I - I - W/C900 INC -2E DR �P � �. °�� . BLDGS. 0, R. & S) -._ -° -� � t - _ I f _ _ � [��! � ' � NO. 5 (254') E. = 223.39 /8.. J�.T iY. i (.. I � � �, � �- - � I I I I � -� _ � L N0. 4 (63') N0. 3 (60') ( �'-I N TA. �, T. r S MH N0. 16 48" (UBLIC) c, I L cNy � c5- -40 w N0. 5 (199') N0. 2 (208') N0. 1 (266') RIM = 35.03 2 6 -UNI SPRI ED _ I.E. = 26.83 � ii � (2) 1 -1 S T & U, 2' SVCS.) ° I M N0. 4 (87') NO. 3 (111') 6 -UNIT , SPRI LERED I � I (BLDGS_ � 6- UNITS, S RINKLERED'w o0 9 - UNITS, SPRIN LERED N0. 5 (193') EX. A R -v- ANG � I I �I( 6- UNITS, S RINKLERED 6- UNITS, S RINKLERED '. 240 � I L I � U N0. 8 (207') N0. 7 (214') B.O. V. P.SSY. I I M.F.F. = 247.50 I M.F_F = 248.05 - M.F.F. � 249.92 � B.F.F_ - 238.05 M.F.F. 248 N0. 2 (265' ) B.F.F. = 237.50 ,I- ' - co, I.€= B.F.F. = 239.92 ;� B.F.F. 1 238 I M,.F.F. = 243.48 M.F.F. - 246.54 (3) 1 1 2" W.M.'S _ �•� �• � N0. 4 (110' ) EX. F H F' 146' ( ) EXISTING 15' SS ES T. B.F.F. = 233.48 B.F.F. - 236.54 R & S - .- BLDGS I N N0. 3 (197') (PUBLIC) I. C.O.. I. _ " •). ,� ... 233.30 MA c. f C.O., LE: � ': 235.48 MAX N0. 5 (220') NO. 2 (235') I C.O.. 6E= \ 22a.sa Max. 232.34 MAX 2.001 226.63 MAX 2 -,/ 'I 09, ° C STA. 27 +12.52, 4:12' RT. 6" PVC ®�, ° 0 4J- - � 1I 1, .�/N I t v � 1 - 10° 22 -1/Z' I � C' BEND MJ ) p N0. 4 (4') N0. 5 (128') N0. 3 153' ( ) I I � 92.6 LF 8" PVC o M 5 =0.2000 (PUBLIC) N � ( N l BLOCK � � , O• EX. F.H. 'F' (216') N0. 2 (232') ..� _ � I = �0- - _ C' STA. 26+49.54, 17.00' LT / - F.H. N0. 4 !lJJJ((( (Q� � � I � , / o I 146'1 TO EXIST. F.H. 'F' - / � _ �,� � - � � `_ - { r� O N0. 5 (147') NO. 4 (163') 'F M.F. _ � -c� - n -� � - u I EX. F.H.. (181') 229.9 �o w I I� I O 220 B.F.F. - P 220.97 15 SEWER O E SEMENT 15' WATER EASEMENT (TYP) - ALI�IMENT �� - � R NO. 5 (82') NO. 4 (103') � M.F.F. = 25.97 ° N0. 3 (270') I M F.r. 223.77 B F.F. 214. B.F.F. = 16.97 (TYP.) p - -- ti EXISTING 10' SD ESMT. = I7 _ - C.O, I.E: (PVT.) I 7z.e7 Max ,,(/ -� �' � ' ' -s�.�f � I � 'C' STA 26 +48.24, 1.33' T_ + S NO. 5 (29') N0. 4 (60') N0. 3 (228') I 6" PVC ®2. 5% � r 26 21.27. 13. LT. _ c7� 1 -_10 6' TEE (MJxFL) j ' c... I.E.= -. 2to 37 MA SS �. 1 6° G.V. (FLnMJ) _. -- 1 - _5- /4 °- M_V O. F_H. SSY. a -. � T '. NO.. 5 (50') N0. 4 86' J�_' EXIS S� , _ - r _ n I � , I ilt N0. 6 (235') I� RIM 1:89 IE - 215.31 � - \ I' �- (7) 3/4 ". W.M.'S 9 - c BLDGS. - L M. `r N0.'3 233') N0. 7 25 ( 5�) -- _(BLDGS_ tJ & P, i' SVCS.) � / - C- 1' C$.) __ 1 -- __.. T �- - - ALIGNMENT 'H' ° +- - I / � l U N0. 78.8 -LF 8" PVC 5= 0.0831 (PUBLIC), f, j � � � 5 (108') NO. 4 (137') NO. 7 (190' I 'a' � � 'C' NO. 6 (175') - -27 �� / � ��, � 25+ 1, 0.751 LT. M.F.F. = 219.48 SSM NO_ t B.F_F_ = 210.48 N0. 3 (290') f STA. 25 +7 .36, 10.75' LT. _ ' 1 10° 22 1/2' - - (PU C) M.F.F. = 221.48 RIM I 210.00 B.F.F. 212.48 � S o G7 N0. 5 (106') NO. 6 (165') � � i BEND J) , ' I.E. 201.76 M F N0. 4 (195') o o BL CK � { I III: B. o ° � " , - I. I ' -- - - - -. M.F.F. = 20.18 I t '. 0 G8 NO. 5 (52') NO. 4 (147') � B.F.F. = 11.18 _ c.o., I.E.= � N0. 6 (223') ' � C. LE= � 205.62 MAX � ' � - -- 'C' STA 2 10.75 LT. I �0 2m. M 'E' 169.53, 7A0' i G9 RECOMMENDED N0. 4 (143') FOR APPR VAL o ° +1 .8 1 - 0" "TEE (M xFL) � I � 6" " 0"� c:o., I.E- STA. 40- LT. t PVC ®7.63% • ti 2o5.2a Max 1 - 8x6° TEE (FL) I,�'I NO. 5 (15') ��Qu.q��-� BY�� m Z J 1 V (BLOCK � 1 z w � g I - 1 8 UNIV_: FLG. ADAPTS � aot 1 -_6" G.V. (FLxMJ) 'E' STA. 40 +69.53, I � c� G10 NO. 5 (60') N0. 4 (194') BY1� � - - T 1 - 5 -1/4' M.V.O. F.H. SSY. BY Dbu.. A M.F.F. 213.46 � I F H NO 3 1 8° VERT.I CROSS (F xMJxMJxMJ) MATCH LINE TO SHEET 24 WWP�t) -I�� I B.F.F. 04.46 I I 3 - -8° PLUGS (MJ) - ^�f��6��1 L � 79.2 LF 8" D I. - CL 52 ALIGNME T 'E' °TOP PLUG W/2 °TAP 2" PLUG (MJ) ALEY- MORROW -F OBLETE, INC. I °° 2� M.F.F. 216.17 I � � - $L�rKS. - �- o B.F.F. 207.17 ( O � �. 726 AUBURN WAY N. � \N �. � 55.8 F 8° PVC � N ., �� WASh' AUBURN, WASHINGTON 98002 C.O., I.E. �N S =0.174 (PUBLIC _ '.�' f P ONE: (253) 333 -2200; FAX: (253) 333 -2206 200.78 MAX. p ) I,.- I � SZ I _ _ , _ _ _ ',, z �.. . ............................... ......_ ...... � ............... ...........202.89..MAX.... ,...... ........ ..._':........... .... - - ..._. .' - ...;�- /2 ".. � ._._..__ _._.._. ..._.�_._ _. .. 1 F y 13 \ -Z - -. -_.- I I __. I (L DSC E) .......:......: ......._ _.._:. -. .._.:. .. ..�,.: ...,:... ..._ FMS /FCi �NG� L -, r'. D ENGINELANDPLANNWGNG C.O., I.E.- � 6 PVC ®7.60% ,- NA L 199.82 MAX. '(" CT4 7da:RA OA !t tR' I T :! - : � � �,.� '' r,�o rpo ra ted ��. ExPIRES 9 JAN 2004 '. '� SCANNED $EP 1 $ 2002 ' C!� . _) ?' �pQ9r'c [X � vr/ - 2 4j' P S na,r Crotf's � I e ,� i ' 1 r.6.: I � - IINII A �t I _ � " I' ilI � I f I� r�ri Q � I 9 � r4, awf I�elli�i A t' �� 'F9 i F�I� 5� �I I'�v k� 11� '1 i I R � i . , - a i :_.. ... !3 . I . \ I I ii 1 et1: i3 W i i i i i i i i R a Q � o� a � (N � v� J I B� a i i� i i ALIGNMENTS 'B' AND 'D' ARE IDENi1CAL W � � � � n IN THIS AREA (EXCEPT STATION NUMBERS) 0 gr� �' � + 0 �� 5 � � _ 'A' STA. 2 +44.46, 9.00' RT. o I � F 'B' STA. 15 +41.45, 9.20' RT. I� I..LI '�. STA. LL +3L.L3, L2 iJ t. — J �, �+� 'D' STA. 32 +41.31, 9.76' LT.T M � 1 — 10" TEE (Fl) _ 'B' STA. 13+49.95, 23.58' RT. W W � 3 — 10" G.V. (FLxMJ) F 'D' STA. 34+34.21, 8.28' RT_ W BLOCK rn 1 — 10" TEE (FL) � � ^ 3 — 10" G.V. (FLxMJ) � 'B' STA. 14 +73.26, 23.58' RT. /°� BLOCK — �= 'D' STA. 33 +07.01. 23.58' LT. _ 80.2 LF 10" � Qa N B' STA. 14 +95.39, 1.44' RT. may' � 'D' STA. 32 +84.88, 1.44' LT. - 10" 45' D.I. - CL 52 29.6 LF 10' I a Z ,' � 1 - 10" 45 BEND (MJ) 123.3 LF 10" - D.1. — CL 52 'B' STA_ 12 +43.94, 9.80' RT. BLOCK _ 1 - 10° 45' W � � � BEND (MJ) D.I. - CL 52 BEND (MJ) __ - ,sa ,-� v � BLOC BLOCK O � � rn � " — -� — — � � - - - ----- - - - - -- — � \ F10" - - _ _ 35.1 L G•. � ¢ — — / ,i u n 734.> �F 9 � E.1. - CL. 52 - _ W �a � _ - � _ VC Sao -0813 \ EXISTING GROUND �(/i - � .� \ � PROPOSED GROUND � � a 31.3_ LF 10" - _ -__ - / D.i. - CL.52 � _ ___ � Qa z � -- - - 'B' STA. 12 +69.70, 5.00" RT_ � 216.3 LF 10° 1 - 10'x6° TEE (MJxFL) D.I. - CL 52 � � - 1 - 6° G.V. (FUdAJ)� \ '. W 47.9 LF 10° -- - - - - - - � -- � - � __ 1 - 5 -1 /4° M_V.O_ F.H. ASSY_ \ � �i 14.5 LF 10" D.I. - CL. 52 W � D.I. - CL 52 BLOCK.... fijO � � 'B' STA. 13 +49.95, 5.00' RT. 'B' STA. 12 +16.68, 1249' RT �'c 9° � .� p \ � o 'D' STA. 34+21.34, 16.41' RT_ 1 - 10' 45' !'C \ ` _ BEND (MJ) S� 'B' STA. 10 +04.00, 10 00' RT. y rn•- BLOCK " 90' BEND (MJ) _ 0 9g- \ \_. _ _, 0' RT. o� 'B' STA. z3 +59.95 23.98' LT. B STA. 12+15.98, 1.70' RT. 4 \ \ - _ 1 - -7 i "z1010�TAPP NGNVALVE -� - - - -- _� ,70 o.- BLOCK 7 TALBOT STA. 118 +39.95, 4 0 /� s._ D' STA.- 4 +0585 31:98' RT. (MJzFL) SSMH N0. 4, 48" (FLxMJ) 3 SSMH NO. 3, 48' \ 1 10 SLEEVE (MJ) [� ¢ RIM - 195.10 � \ Z' °- - I.E. - 186.24 RIM = 783 -�' \ 1 - 10" VERT. CROSS (MJ) '.[� ��.. �a I.E = 176.04' � \ BLOCK (SEE CONNECTION �o -. - ..._..... -._ _ _. -..... _ _.. _. -.. _ .... -_ B' STA. 11 +49.36 1348 - -__ -- __.� ..._.___DETAIL SHT_ -30)- - d -I - -- - - - - - -- 'v � c SSMH NO. 2, 48° � �F m � ,., � � '"' `° o o RIM = 173.03 8 pV ; m � = I \E a, � � � � m � m I.E. = 166.03 C S� \ \ \ _ 3 _ _ ,so € DN i5 +00 -. -14 +OG - _ _. - -_. 53 +00 _. -. - _t2 +00 -. _ -.... _. _ _.... -� g� EXIST. 12" PROFILE — ALIGNMENT 'B' _ WATER SCALE: 1" = 20' (F+.). 1" _ „' C`J.) \� __ gg i� 1 - B.O.V. ASSY. _._... - -_ - - -- - -,so i � 'B' STA. 10 +14.61 .d. ALJGNMENTS 'B' AND 'C ARE IDENTICAL o 'TALBOY STA. 118 ±49.84, 14.61' RT. � "' � �'� 'B' STA. 17 +28.49, 23.58' RT. � IN THIS AREA (EXCEPT STATION NUMBERS) N I SSMH NO. 1, 48" ' li � �� 'C' STA. 24 +04.81, 8.28' LT. � RIM — .159:03 ao r �� "� 1 10" TEE (FL) c+o � I E ,= 150 62 (EXIST.) °' •��- �-. -" 3 - 10' G.V. (FLxMJ) _ -_.. _- - -..__ ---- - - - - -. - - -- __. _.. -- -- _....- - -- - - -- -- ..... - - - -- .- . >.... BLOCK EXISTING GROUND � v~i u~i � q � q ra PROPOSED GROUND 80.2 LF 10 °_ f -- _ -- - - - - _- ... �, _ _ �� — \. \ __ _ - _ _ \ - 'C S1A- �10 °54586END ...._ -__._ - -. � � � ,� � � D.I. CL 52 -- - - ,o +oo B' STA_ 15 +83.45, 221' RT. „ +oo 7' RT. ', — (MJ1 ; i BLOCK � �� B' STA. 17 +28.49:, 5.00' RT. a a -. 'C STA. 23 +92.34, 16.41' LT. - BUCK_ 123.3. LF 10° \ � -- 'B' STA. 18 +08.72, 5.00' RT. _ - �- - - - -- -- � D.I. - CL 52 ° _ � -. 0 1 .= 10 "x6" TEE. �.-. � ___ -- -_ _:- _ l� 1- UNIV. FLG. ADAPTEP 'B' STA. 17 +18.49, 24.00' LT. 16 I 1 - 6" G V. rFLxMJ) 'C' STA. 23 +76.45, 32.00' LT. � 5 (F m \I 1 - 5 -1 /4" M.V.O. SSMH N0. 12, 48" _... 8" p�C a F.H. ASSY. RIM = 195.76 SaO,p >3 ( 1 - 10' VERT. CROSS I.E. = 186.64 3 p __ ,ao I {FLxMJxMJxMJ) .B' STA. 16 +05:20, 23.59'- RT. rn 3 - 1G" PLUGS (MJ) 'C' STA. 22 +77.63, 23.59' RT. -- - _ Miw TOP PLUG W /2" TAP _ __._ 1 - 10" 45' _.. '"- +� & 2" PLUG (MJ) BEND (MJ) 22.0 LF 10" �_ 2 - BLOCKS - - - -- BLOCK - D.I. - CL 52 r- '.. 'B' STA. 15 +61.74, 10.20' RT. � � ' 'C STA. 22 +39.18, 11.89' RT. - z 1 - 10 "x6" TEE (MJxFL) N 1 - 6" G.V. (FLxMJ) _ - a �i �0 1 - 5 -1 /4" M.V_O.- _F.H._ASSY_ � r h; � BLOCK ,s +oo z 'A' STA. 2 +19.03, 2.50' LT_ � N1N L. p 1 I DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. � of �I ' Z 'B' STA. 15 +55.60, 14.67' LT. c� 'C' STA. 22 +19.42, 0.57' LT. __ Q 'D' STA. 32 +16;os, 3sT LT. RECOMMENDED ��- e� pE WAS � �� co AUBURN, WASHINGTON 98002 �, HONE: (253) 333 -2200; FAX: (253) 333 -2206 II ENGINEERING- SURVEYING ' m� SSMH No. 11, 4s' � FOR APPR VAL - - - � RIM - ,181.88 Z �O-ZO -oZ ' I E. - ''.174.88 B7 ��y(/ � 0 9F 132 ��, C�S4TY a; ,s +oo o tu/ u 6 2dw 0 L Ff -� �� V SroNn� ��' Q D LAND PLANNING W SGPROFILE 2�ALHGNMENTS B'\ � -. - -... ) _. _. _- _. _ _... _. BY I,,, .,�o�PO�ated I'. � EXPIRCS 9 JAN 2004 ', Z ' wl� 'J% — �� s.�,P No. ".�o " "�Ea s� "EO � oa,EO � sCAnnt�SEP1320021 c`r�. � ;,z�o��r- �- � <,�9so��'r�G., /y� .. � � I ; i& 1 4 � I i I I .., a ciy t.�l: ppia i�� .j e' � , i i`s 4" 9� �L _i. �. r i �, a + _ ';,. ,i. ., a r� �, lc t i �. gSg d i i I I i I i �i z LLI ° ° L) _j LL U C.7 � d I L� v? d W � W U a° o oz 3 E �w �NN a cE V 'E SIC, �; 91 oy lowt 0 Dn o! 260 z z w w / z z z z J J •,v 254---T2-- 2_43: O_S ~. _ _ j /1 IV: 'G STA. 60 +02.43, 7.00' RT 0 1 - 10- TEE: (FL) `� N 2 - 10" G_V (FL°dAJ) o 4 1 - 10° VERT. CROSS (FL)cMJxMJxIMJ) m 00 2g0 2 - 10" PLUGS (MJ) _ N N TOP PLUG W /2- TAP & 2" PL iC_ (MJ) z 'C' STA. 27 +85.15, 2.43' RT 2 - BLOCKS cn / N a1 - 10 "x6" TEE (FL) % 1- 6- G.V_ (FLxMJ) = F 1 - 5 -1/4" M.V.O. F.H. ASSY. z 1 - 10"x4" TEE (FL) w 2 - 10" UNIV. FLG_ ADAPTER w u ^ 1 - 4" G.V_ (FLxMJ) j z a- 2 - BLOCKS _ 240 U w 4 N - _ _.... _ _ - _. _ - _ 0 spy+ a z 73.5LF10 "D.I. -CL 52 Z U / w z z / 'C' STA. 27 +12.52, 4.12' RT. ¢ 1 - 10" 22 -1/2• u+ BEND (MJ) / BLOCK - M ¢ PROPOSED GROUND 0 n V) + 2,0 N 64.7 LF 10" D.I. - CL. 52 EXISTING GROUND 'C' STA_ 27 +14.12, 5.75 LT 'C' STA. 26 +48.24, 1.33' LT. SSMH NO. 16, 4W RIM - 235 03 270 EXISTING GROUND -\ / PROPOSED GROUND - - - -\ - / -.:'. 260 0 0 w o o z L0 + J a0 N N =j H ' ¢ ~ 250 PROFILE - ALIGNMENT 'C' SCALE: 1" = 20' (K), 1" - 5' (V.) BY 1 - 10 x6 :TEE (MJxFL) 1 - 6" G.V. (FLxMJ) / I.E. 226.83 N 0 /y o 1 - 5 -1/4" M.V.O. F.H. ASSY. w / o Lo BLOCK / p• = N 220 _ - A ;Gci� 220 °Q a Q a 116.8 LF 10" D.I. - CL. 52 9 o .2�LF 10" D.I. - CL. 52 6v 0 iv 'B' STA. 17 +28.49, 23:58 RT LL] o / I ati 200 •C' STA. 24 +04.81, 8.28' LT - - - -- / z Lo / I z a 'B' STA. 16 +05.20, 23.59' RT. 1 10 (FL) _ C' STA. 25 +7336 10:75' LT. .- - o N a u) 'C' STA. 22 +77.63, 23.59' RT. 3 - 10" G.V. (FLxMJ) / /i - 10" 22 -1/2' o z 1 - 10" 45' BLOCK / ¢ / BEND (MJ) z w < I BLOCK ¢ Z BEND (MJ) 1 / j X o BLOCK 53.5 LF 10D.1. - CL. 52 - 210 ¢ 123.3 LF 10" D.I. - CL. 52 / 'C' STA. 25 +19.89, 10.75' LT. 'C' STA. 26 +2487, 13.61' LT-27+00 ,N�• ewi 22.0 LF 10" D.I. 3 CL 152 _ _ _ _ at12 1 - 10"x8" TEE MJxFL SSMH NO. 15, _ C D.I. - CL. 52 S 0. 1 - 8" G/9. (FLxMJ) $ PNC ",RIM = 221.26 19D -- c4 PAC -- --°•' BLOCK / T L 31 A.E. = 208.31 F 0 / 1 ~ ALIGNMENTS 'A', C' AND D' ARE IDENTICAL L 52 / ° 'B' STA 17+18.49, 24.00' LT. - _ 'C'_ STA. 23 +76.45 _32.00' LT (EXCEPT _ - �` SSMH NO. 12, 48" �I C' ST'. 25 +4+.81, 0.75' LT w - 3 RIM- 195.76 k „ IN THIS AREA EXCEPT STATION NUMBERS 14.5 LF 10' D_L / p13 E. = 186.64 z - zoo Gam' SSMH N0. 14, 48" A' STA 2 +44.46, 9.00' RT _ -NiC `'� r Q \ o N B STA. 15+41.45, 9.20 RT_ - 4444 -- -- / P _ 9 C' STA 22 +32.23, .2213' RT_ X60 5 RIM = 210.00 - LF I.E. = 201.76 ¢ / - - a0 o D' STA. 32 +41.31,x.76' LT_ A vi 3 -110° G V_ (FLxMJ) / /--- BLOCK -- <o ' o A' STA. 1 +52.07, 2.50' LT 'C' STA. 24 +88.98, 0.18' LT. a / C' STA. 21 +52.07, 2.50' LT SSMH NO. 13, 48" o - - - _ 'A' -STA.' 0 +16.23, 2.50' -LT.. -'D' -STA 31 +52.7, - 50 -- - - 4444- - - - _ �5 RIM 204.12 _ 190 °w° 'C' STA. 20 +16.23, 2.50' LT SSMH N0. 10, 48" I.E. = 192.01 w SSMHO 089.1481 +795303.L 6.23' RT _ / / / �,E 16 QyG O �' 5-299307 - -- > of 0 0 _ PROPOSED GROUND RIM E. 16533 5_ _ - - - - .-- 17o ° °I' °,o m........ _ RIM 162 ___. - - _.... -... _... _....... I I.E. = 155.04 EXISTING GROUND -� >`\ 6 _ o / 'A' STA 2 +19.03, 2.50'- LT. - Z 24 +00 I / 'B' -STA. 15 +55.60, 14.67' LT. ¢ / 'C' STA 22+19.42, 0.57' LT. PROFILE - ALIGNMENT 'C' 'D` STA_ 32+18.05, 3.97 -LT. - - I8o SCALE: 1' = 20' (H.), 1' = 5' (V.) SSMH RIMO. 1181.88 , 4 z 25 +00 : -2009 - I.E. = 174.88 WATER 12 8 B' STA. 15+61.74, 10.20' RT ALIGNMENTS 'B' AND 'C ARE IDENTICAL 0 5s STA, _2_2 +39.18,_11.89' RT,_ a 16o - PVG S 0 1 - 10 °x6" TEE (MJxFL) N THIS AREA (EXCEPT STATION NUMBERS) I I 1358 6 1 - 6° G.V. (FLxMJ) 1 - 5 -1/4" M.V.O. F.H. ASSY. + 240.3 LF 10" D.I. - CL 52 BLOCK m > N -1 - B.O.V. ASSY. u�i PO �'_ a - - - 'B' STA. 15 +83.45, 2.21' RT. + z o � 'A' STA -0 +05.00, 9.00' RT C STA. 22 +55.88, 2.21' RT. cNy w rn v 'C' STA. 19 +95.00 9.00• RT 1 - 10" 45' BEND (MJ) o DALEY- MORROW- POBLETE, INC. s ''D' STA. 2TA. 120, 9.00' R. BLOCK (n <z z3 +oo 'TALBOT' STA. 121 +68.01, 5.00' LT. ¢ ¢ �VV N ( 9� 726 AUBURN WAY N. 1- 12 "X10° WET TAPPING TEE (MJxFL) _ et F / AUBURN, WASHINGTON 98002 1 - 10" TAPPING VALVE (FLxMJ).F' PHONE: (253) 333 -2200; FAX: (253) 333 -2206 -1 - 10" SLEEVE (MJ) 1 - 10" VERT CROSS (MJ) 22 +ao ENGINEERING - SURVEYING. SS1011A ... EN�'� i LAND PLANNING EXPIRES. 9 .IAN 2004 o ' a ' ' uD LuLESS ' P i;C ,„.7 BLOCK (SEE CONNECTION DETAIL, SHT. 30) 20 +OD _ 21 +00 DDPICII C _ Al V'4KI\ACAIT '!" IL ^1 pM n1 Gi 3 I W = g� 6 Z G] 0 I? � c E-- /? c� W � d � W � O l� A-. o-•-a W �•e l/, Q � d W U W U� a° 0 ® 3�E a �w CIO � I 'E A \o" c od i I I i x RECOMMENDED FOR APPROVAL BY�pt1Y�� l �-ZO -o2 -02 BY pvouv `nom 6 24 BY v I \ Z Z 'owI Mw 51 M u_ _ z _ w Z \ a z w 240 _ _ - \ 24o m z \ + a \ M X 'D' STA. 38 +31.67,_3.24' RT. \- G STA. 62 +74.92, 11.51' RT. 1 - 10 "x6" TEE (FL) 1 - 6" G.V. (FLxMJ) \ 'D' STA 37 +22.40, 8.31' LT. 1 - 5 -1/4" M.V.O. F.H. ASSY. ` 1- 22 -1/2' BEND (MJ) M 1 - 10" TEE (FL) \ BLOCK \. - : _ - 33.8. LF 10" 230 Q 30 1 - 10 UNIV. FLG.- ADAPTER _ \ D.I. - CL 52 v~i t - 10 "x4" REDUCER (FL) 174.5 LF 10" D.I. - CL 52 D' STA. 36 +88.73, 4.91' LT. 1 - 4" G.V. (FLxMJ) \ 1 - 10 "x6" TEE (MJxFL) 1 - 10" G.V. (FLxMJ) \ 1 - 6" G.V. (FLxMJ) 2 BLOCKS 'D' STA. 37 +49.02,_.10.14' RT- � 1 - 5 -1 /4° M.V.O. F.H. ASSY. -. -.. _. - ...... SSMH NO. 8, 48' J '00 -. \ BLOCK.. - RIM = 233.11 -B� PROPOSED GROUND I.E. = 226'11 8+ - EXISTING GROUND 10 p "O .. _. _.. -.. _.._. ___.._ - _..__ '2 0 220 0�8 \ 91.8 LF 10" Z D.I. - CL. 52 w z a \ Ja \ 'D' STA. 35 +99.71, 10.42' RT. �X_ \ \ 1- 22-1/2 BEND (MJ) z III \ BLOCK M O \ \ 42.3 LF 10" � 2TO \ -- D.I. - - -GL.- 52 _ \ M ,33+00 \ - -(- 210 o B' STA. 13 +49.95, 23.58' RT. 'D' STA. 6- TEE 38, XIFL) RT. 1 - 10 "x6 TEE MJxFL) D' STAN 34 +34.21, 8.28' RT. 200 _ D' STA. 36+48.47 9.20' RT. 1p \ 1 6" G.V. ( M.V.O. I Q SSMH NO 7, 48" S <F \\ \ 1 - 5 -1 /4" .V.O. F.H. ASSY. - _21.8.01 8" \ - - BLOCK - - s 1 - 10" TEE (FL) RIM p 3 - 10° G.V. (FLxMJ) _ _ _ - I.E. - 207.83 ... -.. _ GCs BLOCK os ' G \ - I B' STA. 14 +73.26, 23.58' RT. \ 'D' STA. 33 +07.01, 23.58' LT. PR LE - ALIGNMENT 'D'oo - - -- - - -- 1 - 10" 45' 'D' STA. 35 +79.48, 0.42' 8"' - - -- -.. x > BEND MJ SCALE- ,,, " 20' (H.), 1' = 5' (v.) SSMH N0. 6, 48° `S>> ( ) 'A' STA 2 +19.03, 2.50' LT_ 00 RIM 208.00 !r -- _ -_ - BLOCK._, __ -19D _ - -., _ -. -. -_ -_ _ -. -- 'B' STA 15 +55 -60, 14.67' LT- �- I.E. 199.33 8+ 123.3 LF 10 D.I. - CL. 52 - - - 'C' STA. 22+19-42, 0.57* LT 'o _ - - - 31.3 LF 10' -b-.1. JCL. 52 47.9 LF 10" D.I. CL 52 - C - 'D' STA. 32 +18 -05, 3.97' LT. - - = o �� _ _ + - _ - SSMH NO. 11, 48" .2 ~ ~ w voi - -... �. - -. -- - - -... RIM = 181.88 Op0 z � + c _ - - -_- --- _- __.�- I -E- = 174.88 _ _M - _. __.� -r... _. _. _..._ __ -_... __ _. ..._ _._. -_ _..._. \ c.. ALIGNMENTS 'A' 'C' AND 'D' ARE IDENTICAL d - - \ IN THIS AREA (EXCEPT STATION NUMBERS) W �a ;� Q �a < v~i 'B' STA. 14 +95.39, 1.44' RT. 190 ? Q 'D' STA. 32 +84.88, 1.44' LT. Q -.. 1 - 10 ".45' \ BEND -(MJ) BLOCK PROPOSED GROUND -, uj o - - \ EXISTING GROUND Q Z \ 'A' STA. 1+52.07, 2 50' LT. 36 +00 o Q B' STA f \ 'C' STA. 21+52.07 2.50' LT. - � 9 V) - - a 13 +59.95. 23.98' LT. - - -- - b' STA. 31 +52.07. 2.50' LT. o 'D' @ �C m --z Ld 34 +05.85, 31.98' RT. -0, SSMH NO. 10, 48" 'A' STA. 0 +16.23, 2.50' LT. a a 2 o SSMH NO. 4, 48" 8 \ RIM = 172-97 'C' STA. 20 +16.23, 2.50' LT. '- z z RIM = 195.10 ptr \ I.E. = 165.33 'D' STA. 30 +16.23, 2.50' LT. \ w I.E. = 186.24 C Sa \ 'TALBOT' STA. 121 +79.33, 16.23' RT. o m Q 'A' STA. 2 +44.46, 9.00' RT. _.. �.7q ?S -_ _ \ \ _....... -. -... -... SSMH . NO. _ 9,. 48,. J I. _ .._ 170 'B' STA. 15 +41.45, 9.20' RT. - RIM = 162.62 a "1 'C' STA. 22 +32.23, 22.13' RT. \ \ I.E. = 155.04 w 'D' STA. 32 +41.31, 9.76' LT. \ 0 1 - 10" TEE (FL) 3 10" G.V. (FLxMJ) BLOCK _ F " 5 z _ Q F>cr ¢ 8 EXIST 12" WATER M ro m H�' O Z 32 00 '60,h� - _... __.. - - . -._._ 160 fn Z 0 N w 0 W 34 +00 2 33+00 T m j +? Z \ 124.9 LF 10" D.I. - CL. 52 i PVC S_n n�nn D' STA. 35 +28.41, 0.13' LT. O z �+ SSMH N0. 5 48" - RIM-203:05- I.E. = 189.11 Q Q 180 - 4 U) o M° J DALEY- MORROW- POBLETE, INC. , •' U Q 240.3 LF 10" D.I. - CL. 52 v�N 1. i` Q -+ z Qp c��, 9( 726 AUBURN WAY N. [� w- rZ� 1 - B.O.V. ASSY AUBURN, WASHINGTON 98002 D___.. ... mQ� 6. 'A' STA. -0 +05.00, 9.00' RT. QE' <. c� PHONE: (253) 333 -2200; FAX: (253) 333 -2206 . a0 a a 31- +oq`' STA. 19 +95.00, 9.00' RT. M IN THIS AREA (EXCEPT STATION NUMBERS) 'TALBOT' STA. 121 +6801 5.00' LT. - - ` oss /FC3 ENGINEERING SURVEYING. + i 1- 12 "x 0" WET TAPPING TEE (MJxFL) so +0o N 0 D G V) 1 10 TAPPING VALOVE (FLxMJ) �� NA L „1 ALIGNMENTS B' AND D' ARE IDENTICAL E. � � LAND'PLANNIN PROFILE - ALIGNMENT 'D' 1 - 10" SLEEVE (MJ) _� POfOYed ( ). (v) 1 - 10" VERT. CROSS (MJ) EXPIRES 9 JAN 2004 O SCALE: 1" = 20' H. 1 = 5 z w�R .-ai91 _ __ __ BLOCK (SEE CONNECTION DETAIL. SHT. 30) s.a.P.HO. S s� 4 i i I i i i a a i e o I I J I z 0 U) of w al W d wwp. z r- SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF -° RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. la o w 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE 210 -- LIMITED TO 8:30 A.M. TO 3: 30 P.M. ON WEEKDAYS UNLESS �I I z OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE F EXISTING GROUND DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 0 z \� / WATER CROSSING x 3 ALL CONSTRUCTION SHALL BE ACCORDANCE WITH STANDARD /// 00 PROPOSED GROUND I.E. = 199.16 z SPECIFICA- p �� o ¢ — — — — — WASH FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY — _ INGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, ¢ h — — LATEST EDITION (APWA) AND CITY OF RENTON STANDARD ? SPECIFICATIONS. 00 T ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR - !n1 DISTURBANCE - l' 5- A PRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL SS CROSSING _ BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION_ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY I.E. = 196.21 - - SS CROSSING PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE WATER CROSSING - I.E. = 191.90 ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). iT I E = 198 99 - SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOP. THE SAFETY OF WORKERS _ - AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS 401 00 41 +00 42 +00 ` DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. PROFILE - ALIGNMENT 'E' CON -COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER SCALE: 1" = 20' (H.), 1" = 5' (V.) STRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 2.30 _... _.. _.. _.. _... _. _._. _ _... 230... O V 10 W :2 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE oz EXISTING GROUND z PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, o PROPOSED GROUND n J MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO _.. __ _..,. _ _._., _ _... _. to ¢ 95 PERCENT OF MAXIMUM DENSITY- THESE COMPACTED LAYERS MUST +� - -- -i< EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO ¢ V) z THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER ¢ x _ — — PIPE SHALL BE THE SAME AS DESCRIBED. �-~ — — — — — ? n T — _ 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING 220 -. -- _. _.. — - -.. _..__. _...... ___. -_ - __._ - _- _. _. _.__.. - -._.. __. __.. \ -- - - 220 TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ME WATER CROSSING ° q ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL I.E. = 212.83 WATER CROSSING BE NEAT LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY r ER = 21SING MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND ___.. _.. COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. _ 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. SS CROSSING I.E. = 213.12 - 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 210 210 OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SS CROSSING 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED I.E = 212.36 FOUN- DATION STATE BRIDGE OF ASHINGTONESTANDARDTSPE SPECIFICATIONS ORHROADRANDT CON- STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 50 +o0 51 +0D 52 +00 53 +00 AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE PROFILE - ALIGNMENT 'F' SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SCALE: 1" = 20' (H.), 1" = 5' (V.) SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. SUFFICIENT DISTANCE TO ALLOW FOR 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) FINISHED CONNECTION TO EXISTING MAIN RUBBER GASKETED ASTM D 3034, SOD 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6 12 °x10' TAPPING TEE (MJxFL) EXISTING 12" D.I. INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED EXISTING 12" D.I. WATER MAIN I WATER MAIN AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I A VA TEMPORARY 10" 10" GATTE E VALVE (FLxM J) NEW 10" D.I. MAIN TEMPORARY PLUG (MJ) NEW 10" D -I. MAIN 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF CONCRETE W /2" TAP & COVER SHALL BE C900 OR DUCTILE IRON, CLASS 50. BLOCKING BLOW -OFF ASSY. RECOMMENDED CONCRETE BLOCKING FOR APPROVAL O BY i 14 O BY BY 10" D.I. SLEEVE ` - �oR P OLY- Pi 66iN(S of F1 ulAiti4 11p�NS DALEY- MORROW- POBLETE, INC N. 10" VERTICAL CROSS (MJ) 10" VERTICAL CROSS (MJ) AX AUBURN WASH NGTONY 98002 2 - 10" PLUGS (MJ) 2 - 10" PLUGS (MJ) i� PHONE (253), 333 -2200; FAX: (253) 333 2L'. TOP PLUG W /2" TAP & 2" PLUG (MJ) TOP PLUG W /2° TAP & 2" PLUG (MJ), M2 o� wz O C) 3 E Ed Q 0 LLI -i 1� ¢ /^ U pW z m U2 H W as c c 0 8 LL_ E °iE W I c �I .c�. oy a, W W Q fn En E � W � u W Q S s� 4 i i I i i i a a i e o I I J I z 0 U) of w al W d wwp. z r- SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF -° RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. la o w 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE 210 -- LIMITED TO 8:30 A.M. TO 3: 30 P.M. ON WEEKDAYS UNLESS �I I z OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE F EXISTING GROUND DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 0 z \� / WATER CROSSING x 3 ALL CONSTRUCTION SHALL BE ACCORDANCE WITH STANDARD /// 00 PROPOSED GROUND I.E. = 199.16 z SPECIFICA- p �� o ¢ — — — — — WASH FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY — _ INGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, ¢ h — — LATEST EDITION (APWA) AND CITY OF RENTON STANDARD ? SPECIFICATIONS. 00 T ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR - !n1 DISTURBANCE - l' 5- A PRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL SS CROSSING _ BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION_ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY I.E. = 196.21 - - SS CROSSING PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE WATER CROSSING - I.E. = 191.90 ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). iT I E = 198 99 - SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOP. THE SAFETY OF WORKERS _ - AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS 401 00 41 +00 42 +00 ` DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. PROFILE - ALIGNMENT 'E' CON -COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER SCALE: 1" = 20' (H.), 1" = 5' (V.) STRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 2.30 _... _.. _.. _.. _... _. _._. _ _... 230... O V 10 W :2 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE oz EXISTING GROUND z PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, o PROPOSED GROUND n J MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO _.. __ _..,. _ _._., _ _... _. to ¢ 95 PERCENT OF MAXIMUM DENSITY- THESE COMPACTED LAYERS MUST +� - -- -i< EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO ¢ V) z THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER ¢ x _ — — PIPE SHALL BE THE SAME AS DESCRIBED. �-~ — — — — — ? n T — _ 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING 220 -. -- _. _.. — - -.. _..__. _...... ___. -_ - __._ - _- _. _. _.__.. - -._.. __. __.. \ -- - - 220 TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ME WATER CROSSING ° q ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL I.E. = 212.83 WATER CROSSING BE NEAT LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY r ER = 21SING MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND ___.. _.. COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. _ 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. SS CROSSING I.E. = 213.12 - 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 210 210 OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SS CROSSING 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED I.E = 212.36 FOUN- DATION STATE BRIDGE OF ASHINGTONESTANDARDTSPE SPECIFICATIONS ORHROADRANDT CON- STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 50 +o0 51 +0D 52 +00 53 +00 AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE PROFILE - ALIGNMENT 'F' SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SCALE: 1" = 20' (H.), 1" = 5' (V.) SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. SUFFICIENT DISTANCE TO ALLOW FOR 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) FINISHED CONNECTION TO EXISTING MAIN RUBBER GASKETED ASTM D 3034, SOD 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6 12 °x10' TAPPING TEE (MJxFL) EXISTING 12" D.I. INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED EXISTING 12" D.I. WATER MAIN I WATER MAIN AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I A VA TEMPORARY 10" 10" GATTE E VALVE (FLxM J) NEW 10" D.I. MAIN TEMPORARY PLUG (MJ) NEW 10" D -I. MAIN 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF CONCRETE W /2" TAP & COVER SHALL BE C900 OR DUCTILE IRON, CLASS 50. BLOCKING BLOW -OFF ASSY. RECOMMENDED CONCRETE BLOCKING FOR APPROVAL O BY i 14 O BY BY 10" D.I. SLEEVE ` - �oR P OLY- Pi 66iN(S of F1 ulAiti4 11p�NS DALEY- MORROW- POBLETE, INC N. 10" VERTICAL CROSS (MJ) 10" VERTICAL CROSS (MJ) AX AUBURN WASH NGTONY 98002 2 - 10" PLUGS (MJ) 2 - 10" PLUGS (MJ) i� PHONE (253), 333 -2200; FAX: (253) 333 2L'. TOP PLUG W /2" TAP & 2" PLUG (MJ) TOP PLUG W /2° TAP & 2" PLUG (MJ), M2 o� wz O C) 3 E 1� ¢ /^ U pW H W as c c 0 E °iE I c �I .c�. oy a, S s� 4 i i I i i i a a i e o I I J I z 0 U) of w al W d wwp. z r- SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF -° RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. la o w 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE 210 -- LIMITED TO 8:30 A.M. TO 3: 30 P.M. ON WEEKDAYS UNLESS �I I z OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE F EXISTING GROUND DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 0 z \� / WATER CROSSING x 3 ALL CONSTRUCTION SHALL BE ACCORDANCE WITH STANDARD /// 00 PROPOSED GROUND I.E. = 199.16 z SPECIFICA- p �� o ¢ — — — — — WASH FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY — _ INGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, ¢ h — — LATEST EDITION (APWA) AND CITY OF RENTON STANDARD ? SPECIFICATIONS. 00 T ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR - !n1 DISTURBANCE - l' 5- A PRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL SS CROSSING _ BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION_ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY I.E. = 196.21 - - SS CROSSING PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE WATER CROSSING - I.E. = 191.90 ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). iT I E = 198 99 - SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOP. THE SAFETY OF WORKERS _ - AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS 401 00 41 +00 42 +00 ` DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. PROFILE - ALIGNMENT 'E' CON -COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER SCALE: 1" = 20' (H.), 1" = 5' (V.) STRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 2.30 _... _.. _.. _.. _... _. _._. _ _... 230... O V 10 W :2 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE oz EXISTING GROUND z PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, o PROPOSED GROUND n J MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO _.. __ _..,. _ _._., _ _... _. to ¢ 95 PERCENT OF MAXIMUM DENSITY- THESE COMPACTED LAYERS MUST +� - -- -i< EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO ¢ V) z THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER ¢ x _ — — PIPE SHALL BE THE SAME AS DESCRIBED. �-~ — — — — — ? n T — _ 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING 220 -. -- _. _.. — - -.. _..__. _...... ___. -_ - __._ - _- _. _. _.__.. - -._.. __. __.. \ -- - - 220 TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ME WATER CROSSING ° q ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL I.E. = 212.83 WATER CROSSING BE NEAT LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY r ER = 21SING MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND ___.. _.. COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. _ 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. SS CROSSING I.E. = 213.12 - 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 210 210 OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SS CROSSING 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED I.E = 212.36 FOUN- DATION STATE BRIDGE OF ASHINGTONESTANDARDTSPE SPECIFICATIONS ORHROADRANDT CON- STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 50 +o0 51 +0D 52 +00 53 +00 AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE PROFILE - ALIGNMENT 'F' SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SCALE: 1" = 20' (H.), 1" = 5' (V.) SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. SUFFICIENT DISTANCE TO ALLOW FOR 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) FINISHED CONNECTION TO EXISTING MAIN RUBBER GASKETED ASTM D 3034, SOD 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6 12 °x10' TAPPING TEE (MJxFL) EXISTING 12" D.I. INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED EXISTING 12" D.I. WATER MAIN I WATER MAIN AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I A VA TEMPORARY 10" 10" GATTE E VALVE (FLxM J) NEW 10" D.I. MAIN TEMPORARY PLUG (MJ) NEW 10" D -I. MAIN 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF CONCRETE W /2" TAP & COVER SHALL BE C900 OR DUCTILE IRON, CLASS 50. BLOCKING BLOW -OFF ASSY. RECOMMENDED CONCRETE BLOCKING FOR APPROVAL O BY i 14 O BY BY 10" D.I. SLEEVE ` - �oR P OLY- Pi 66iN(S of F1 ulAiti4 11p�NS DALEY- MORROW- POBLETE, INC N. 10" VERTICAL CROSS (MJ) 10" VERTICAL CROSS (MJ) AX AUBURN WASH NGTONY 98002 2 - 10" PLUGS (MJ) 2 - 10" PLUGS (MJ) i� PHONE (253), 333 -2200; FAX: (253) 333 2L'. TOP PLUG W /2" TAP & 2" PLUG (MJ) TOP PLUG W /2° TAP & 2" PLUG (MJ), n i i i i i i j DM I' Z N FM Y C O <o I EXISTING GROUND Z w PROPOSED GROUND z ` z 220 _ a z � z -... - _.. of -- -, Oo -- - WATER CROSSING I.E. = 209.81 Q N 2lU SS CROSSING I.E. = 205.93 70+00 71+00 PROFILE - ALIGNMENT 'H' SCALE: 1" = 20' (H.). 1" = 5' ('V.) O 3� E-4 a WATER NOTES ASSEMBLIES z ° ' Z W 5 INCHES, TWO 2 -1 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, E-ti L.I..I 0 Z I.-,ey �e W � COUNTER o .9 E EDITION OF /AP'NA APPROVED 17 ASPHALT AND CONCRETE SKEET PAVING SHAL! BE SAWCUT TO E BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT m ■jl/ c 'c ON U SITE AT A, L TIMES DRII = CONSTRUCTION. CUT_ M O y 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE DRIVEWAY APPROACHES SHALL BE SAIND IT TO -1 MINIMUM DEPTH OF TO 8:30 .4M TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN W � W Q WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL Cz. STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE 18_ .4 TEMPORARY COLD MIX ASPHALT PATCH. SHALL BE PLACED ON THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS APPROVED 0, F INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE IN PACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS_ CALL FOR RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE ADVANCE. CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR `,.' KITTEN APPROVAL (IF THE INSPECTOR. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE v o ;n WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL fMPROVED AREAS_ ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE FOR 30 DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON- PVC PIPE. 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER IJ TILTTY LOCATE CALL 48 -H0UR LOCATORS, 1 -800- 424 -5555_ ONE PIPE ANCHOR PER CITY STDS. SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE 21. FILL AND COMPACT THE ROAD PRISM (ROADBED) TO FINISH GRADE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN IJ ! CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS W w fjin TO P T PUSH-ON OR AWWA C104 OR LATEST REVISION. PIPE JOINTS 0 BE Q Q Q \J P� :�5 Qi g 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, n i i i i i i j DM I' Z N FM Y C O <o I EXISTING GROUND Z w PROPOSED GROUND z ` z 220 _ a z � z -... - _.. of -- -, Oo -- - WATER CROSSING I.E. = 209.81 Q N 2lU SS CROSSING I.E. = 205.93 70+00 71+00 PROFILE - ALIGNMENT 'H' SCALE: 1" = 20' (H.). 1" = 5' ('V.) - iIIIIJ, 4 II z Z a 220 z 0 0 GO U) rn 210 SS CROSSING IF I_E. = 205.95 WATER CROSSING I.E. = 210.86 80 +00 - - PROFILE - ALIGNMENT 'I SCALE: 1" = 20' (H.), I- = 5' !V.; 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH PRESSURE) O 3� E-4 a WATER NOTES ASSEMBLIES z ° ' 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF 5 INCHES, TWO 2 -1 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, E-ti RENTON STANDARDS SPECIFIC FOR MUNICIPAL CONSTRUCTION AND THE SHALL BE AS MANUFACTURED BY THE STAR'. MANUFACTURING COMPANY OF I.-,ey �e W LATEST THE WSDOT STANDARDS AND SPECIFICATIONS, AS COUNTER o .9 E EDITION OF /AP'NA APPROVED 17 ASPHALT AND CONCRETE SKEET PAVING SHAL! BE SAWCUT TO E BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT m ■jl/ c 'c ON U SITE AT A, L TIMES DRII = CONSTRUCTION. CUT_ M O y 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE DRIVEWAY APPROACHES SHALL BE SAIND IT TO -1 MINIMUM DEPTH OF TO 8:30 .4M TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN TWO WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL @6 =!1 STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE 18_ .4 TEMPORARY COLD MIX ASPHALT PATCH. SHALL BE PLACED ON THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS APPROVED 0, F INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE IN PACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS_ CALL FOR RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE ADVANCE. CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR `,.' KITTEN APPROVAL (IF THE INSPECTOR. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE v o ;n WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL fMPROVED AREAS_ ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE FOR 30 DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON- PVC PIPE. 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER IJ TILTTY LOCATE CALL 48 -H0UR LOCATORS, 1 -800- 424 -5555_ ONE PIPE ANCHOR PER CITY STDS. SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE 21. FILL AND COMPACT THE ROAD PRISM (ROADBED) TO FINISH GRADE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN PRIOR TO EXCAVATION FOR THINE INSTALLAT!ON OF THE WATER MAIN IN ALL AREAS TO BE FILLED_ CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO P T PUSH-ON OR AWWA C104 OR LATEST REVISION. PIPE JOINTS 0 BE Q Q Q MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 :�5 STANDARDS - g 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, %S PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH S S § ANSI /AWWA Cl!O /A21.10 -82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 EL INCHES IN DIAMETER AND HAVE MECHANICAL JC !NTS, THE FITTINGS a SHALL BE IN ACCORDANCE WITH EITHER ANSI %".! ^IWA C110/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 INCH TO 12 INCH DIAMETER FITTINGS p WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82 OR A COMBINATION prp OF ANSI /AWWA CIIO/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53 -5.3 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECIION 10 -4.3 OF ANSI /AWWA CI1D/A21.10 -82 SHALL- BE OBTAINED BY THE CONTRACTOR AND 0 N TRANSMITTED TO THE OWNER. li+l 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE (If IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380, OR M &H- ALL VALVES 12' IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12° GAVE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. - iIIIIJ, 4 II z Z a 220 z 0 0 GO U) rn 210 SS CROSSING IF I_E. = 205.95 WATER CROSSING I.E. = 210.86 80 +00 - - PROFILE - ALIGNMENT 'I SCALE: 1" = 20' (H.), I- = 5' !V.; 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH PRESSURE) 15. CONTRACTOR TO PROVIDE PLUGS AND -- 1 POR.ARY BLOW -OFF DALEY- MORROW- POBLETE, INC. ASSEMBLIES CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET AND A M.V.O. OF FOR TESTING AND PURITY ACCE TI A NCF PRIOR TC FINAL TIE -IN. 5 INCHES, TWO 2 -1 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 16. ALL JOINT RESTRAINT SYSTEMS !SHACKLE RODS. NUTS, BOLTS, ETC.) 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER SHALL BE AS MANUFACTURED BY THE STAR'. MANUFACTURING COMPANY OF 4.6263, 1 -1 INCH PENTAGON OPERATING NUT OPENED BY TURNING COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF COUNTER PUBLIC WORKS- CLOCKWISE (LEFT). 17 ASPHALT AND CONCRETE SKEET PAVING SHAL! BE SAWCUT TO 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM A MINIMUM DEPTH OF TWO INCHES. OIL FIAT STREETS MAY BE SPADE COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 CUT_ INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS. CURB, GUTTERS, AND FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE DRIVEWAY APPROACHES SHALL BE SAIND IT TO -1 MINIMUM DEPTH OF LOWERED TO CLEAR. TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE 18_ .4 TEMPORARY COLD MIX ASPHALT PATCH. SHALL BE PLACED ON THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR DAY APPROVED 0, F INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE EQUAL, 2 LB /CU FT DENSITY FOAM WITH 90A DUROMETER URETHANE PACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS_ CALL FOR RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR `,.' KITTEN APPROVAL (IF THE INSPECTOR. ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION. 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE UNDER WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL fMPROVED AREAS_ ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE BE 30 DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON- PVC PIPE. 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER 20. ALL DUCTILE IRON PIPE SECTIONS EXCEEDING 20% SLOPE SHALL HAVE ONE PIPE ANCHOR PER CITY STDS. SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE 21. FILL AND COMPACT THE ROAD PRISM (ROADBED) TO FINISH GRADE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN PRIOR TO EXCAVATION FOR THINE INSTALLAT!ON OF THE WATER MAIN IN ALL AREAS TO BE FILLED_ ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 10, A PRE - CONSTRUCTION CONFEREVICE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL OF, FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY. NOTIFICA- TICKS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACK - FILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS 1\ a 220 �Wnc:.6ro . E: IONS 1 ui ex'Texs1DR c''mE IN Rm o`i��Oro�xo Lao" o _ e .s aIAR o <se nMO nNG O TO FIT eoA auu- RDQENNM ,WO WAr aloe a ea .R rnNa:E,z Rya rz-MU � c°NCRere REOaaND Ic.sr V. ree % e A ce s�Re o nS, TO ,,. i vE . V I M c E R 1. - TNOH RDR TO RODS. D =/a 1w.. IF- xroR.vr1' �11 TO - W.vs® DRON Roca IO- TO O /I', ON ..0 c�DUxn I F- �- FyII'2E HY[1RyNT _ASS -MBLY s scaRaorR uex Roar a RaDms FORE HYDRANT ASSEMBLY DETA HYDRANT LOCATION N Cllr OR FILL FIT .1-1 1 1r 1 2** BEEHIVE STRAINER 2 OPEN PATTERN, RETURN BEND 2" GALVANIZED IRON PIPE FIELD LOCATE 2" UNION 2" CLOSE NIPPLE 1728" CONCRETE METER BOX 3/8" STEEL DIAMOND WITH CUT OPENING AS REQUIRED, 16 SHORT NIPPLE PLATE COVER EQUAL TO FOG -TITS METER SEAL CO. SOB AFTER INSTALLATION, GROUT 2" UNION METER BOX. FIELD LOCATE. AROUND PIPE - J Z'x2 "x2" TEE -��_ 2" WE BEND WITH CLOSE NIPPLE BETWEEN BEND AND TEE BRONZE GATE VALVE. SCREWED EQUAL TO RED -WHITE VALVE CORP. 2I so• ELBOW FIG NO. 280 2" GALVANIZED IRON PIPE TO FIT 2 -2" 90° BENDS WITH CLOSE NIPPLE BETWEEN BENDS 2" GALVANIZED IRON PIPE _ _ $eoe° °p ` CLOSE NIPPLE 18'' LONG 12" MIN ��AA RR e CORPORATION STOP 90• BEND, 1 P. THREAD 1 - >YOYx o 00 °000 o TO COPPER, EQUAL TO FORD FB 500. 2" GALVANIZED IRON PIPE TO FIT 2" CAP WITH 1 /8" HOLE 2" 90° ELBOW 2" IPS TAP TO SERVICE M EQUAL TO MUELLER CO. FOR DRAIN. AIR AND VACUUM VALVE 2" ASSEMBLY - APCO N0. 1452C OR EQUAL. WASHED GRAVEL. PASSING AND RETAINED ON 1/4' MESH FOR DRAIN NOTE: 2" AIR & VACUUM RELEASE AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED VALVE ASSEMBLY AT HIGHEST POINT OF WNE. IF HIGH POINT PROVIDE INC A LOCATION A Ooj WHERE ASSEMBLY CANNOT BE INSTALLED. ORATION ADDITIONAL DEPTH �. �, true °R OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. Ti 11/96 0 E mo REV150 DWG. NAME: BR51 SP PAGE: B095 WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2 -2" CLOSE NIPPLE AND 2 -2" 90° BEND, SCREWED AT THIS POINT. FIELD LOCATE 2" CLOSE NIPPLE CONCRETE METER S CLOSE NIPPLE {� ELBOW 2" 90° 2" 90° ELBO /�;('A 2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCEING J` °'• PLAN VALVE NOT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR4a / PAGE 8090) EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION. WITH RE STANDARD BASE SECTION LENGTH TO FIT. 2" GATE VALVE, SCREWE 2 -1/2" EST (HOSE) 2" GALVANIZED BLOW -OFF HYDRANT EQUAL TO PIPE 12" LONG p're KUPFERLE FOUNDRY CO- 2" CLOSE HIPP 2 "x2 "x2" TEE BETWEEN CAP OR PLUG 2" CLOSE NIPPLE BETWEEN AND 2" 90° ELBOW TEE AND 90° ELBOW. INSTALL 4 MIL POLYETHYLENE 2" 90° ELBOW PLASTIC COVER OVER WASHED 2" GALVANIZED PIPE GRAVEL. CUT HOLE FOR PIPE 18" LONG la" 161 ' 2- CAP WITH 1/8" (FOR 8 . MAEKS AND SMALLER 10 CU. FT. WASHED GRAVEL PASSING ---- TAP FOR DRAIN i AND RETAINED ON 1/4 MESH a � ADOPTED FOR BRIBE ELEVATION DO - _ it mI.�1--G BYs,�dX� BY BY EXPIRES 9 JAN. 2004 111 -111 D ?Sry, �� (lit/- ��93�fF, �cG.,<•1 /yJ sc:AnntiiSEP 13!20Q2 AT : I I I 1 1 I I 11 I q `27 1� I� } �I t .Ir....- I I. . , Fli " tll DALEY- MORROW- POBLETE, INC. q �; 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 n�F PHONE: (253) 333 -2200; FAX: (253) 333 -2206 VAI mo y NA IF E �D (ENGINEERING - SURVEYING LAND PLANNING o�po� aced I : EXPIRES 9 JAN. 2004 111 -111 D ?Sry, �� (lit/- ��93�fF, �cG.,<•1 /yJ sc:AnntiiSEP 13!20Q2 AT : I I I 1 1 I I 11 I q `27 1� I� } �I t .Ir....- I I. . , Fli " tll N � 1 � to v G a 9i W� w =° LLJ o E- E- w4 7 Q•. ^ Qa � Q Q W d W E— I aw o` wz C) 3�E �za l+l L) P4 �c co V o c �� I c go 02 a� g CQ n oz o O L 0 O J u7 ¢ <x __ +00 'C' STA. 28 +07.25, 2.43' RT. 'G' STA. 60 +02.43, 7.00' RT. 1 - 10" TEE (MJ) EXISTING GROUND PROPOSED GROUND - - - - - \ 1" A.R.V. ASSY. I 272.5 LF 10" D.I. - CL. 52 1 - 10 G.V. (MJ) 'D' STA. 38 +31.67, 3.24' RT 1 - 10" PLUG (MJ) ,G' STA. 62+74.92, 11.51' RT. Y 2 - BLOCKS 1 - 10 "x6' TEE (FL) Z 1 - 6" G.V. (FLxMJ) 1 - 5-1/4" M.V.O. F.H. ASSY � z 1 - 10" TEE (FL) + 1_....10" UNIV...FLG. ADAPTER ¢ 1 - 10 "x4" REDUCER (FL) ¢ F o 1 - 4" G.V. (FLxMJ) z N 1 - 10" G.V. (FLxMJ) 4 2 - BLOCKS 61+00 62+00 PROFILE - ALIGNMENT 'G' SCALE: ? = 20' (H.), 1" = 5' (V.) 230. I P- O Z z ° � U) � + CD + J o o rn ¢ a • x P z � Z 90+00 91+00 I w of �. I�3��1'I�Jll�l�ju� rl�1J`III�taY� [_ I° 4- STAVDPIPE W/2 2-1/2' NOZZLE LJ PnXk CROSS CONNECTION BAC�W PROTECTION END VIEW �...... o BY - ::•: c MANHOLE FRAME AND COVER 6' SEE DRAWING BR29 NOTES:. 12" MAN 25 AL —TMENT (4" MIN -) 1. STEPS TO BE 3/4" 0 DEFORMED Bhl GALVANIZED: SAFETY -_ STEPS OR EQUAL: i CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS 21" ARE INSTALLED, RUBBER GABKETED JOINTS 3, CASTING TO BE PER DRAWING BR29. IN ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRE -CAST CONCRETE 4" MIN. 5. ALL JOINTS SHALL BE GROUTED. STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES. INCLUDING CHANNELING. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; CONCRETE RISER BY PIPE INC.. WASSER MC- CONSEAL OR APPROVED EQUAL: 7 MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. 48" Y. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. MAX. PIPE SIZE - 21" I.O. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK Az-�tte) ADAPTER. KOR -N -SEAL BOOTS OR APPROVED EQUAL. T LADDER-STD _ ALUMINUM OR GALVANIZED STEEL MORTAR CONCRETE SHELe NOTE: A "FALL RESTRAINT" DEVICE IS eILLEr REQUIRED ON ALL MANHOLES GREATER 1� PRE -CAST BASE SECTION THAN 20 FEET IN DEPTH': TYPE OR CAST IN SHELF. "SURETRACK" LADDER CLIMBING SYSTEM 6° OR APPROVED EQUAL. • 6 MIN (TYP)' SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE ® nor Exwmn DWG. NAME: BR26 SP PAGE BOJ1 RECOMMENDED FOR APPROVAL BY z FSS /ONq LIC EXPIRES 9 JAN 2004 S-1 10T BY BY Z,. c SCANNED SEP. 13 2002 C E) qW`Dpb (vv.. DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. I I r. 1) EII €. f " 7 F 2 AUBURN, WASHINGTON 98002 i .�iJA c PHONE (253) 333 -2200; FAX: (253) 333 -2206 ri: ( p gF�3258P� ENGINEERING SURVEYING PROFILE - ALIGNMENT 'J' ? %�S�lgi SCALE: 1" = 20' (H) 1" - 5' (V) FSS /ONq LIC EXPIRES 9 JAN 2004 S-1 10T D LAND PLANNING Po a ed Z,. c SCANNED SEP. 13 2002 C E) qW`Dpb (vv.. I I r. 1) EII €. f " 7 I i 1,1. 1 )� 11 I I II. , s i .�iJA c ri: ( TIiROUGHI12 "x10" RED C x'I�I 8c; -10 GV.S FLxMJ `;.`10 MIN ^1 \ ` - 1 �. -.�- .�..- -. .- .- - - .,..:� : -:: �. ,., "�L . mss. �° .• "I.;.. " ' t - - �, 'B `STA. 12+16.68... 12!49" RT. m o 1t i 6 3 4 . 1 'w x O Z Y'E /4" W.M:' 1 (BLD:G. UD, 3y4 S C 5- 0:0757 (PRIVA N' F E 3v 4) 3/4 .M.'S' (, BLOCK 1 ¢ r E'! - " _ (BLDG. C rte, - ° N `� B" ST 3 +59.95, 23.9 T. B' ST 3 +49 95, 23 a a c 0. 7' LT. °� - ( ) SSM N " 8' RT. 00 w w i a ° 4. 7 LT. 1 10 T EROS J 90 D S 4 +05. 5, 3 N u o o H ( 2 10 PC MJ O 81, _ D' ST 4 +34 21, 8. 80 1 F 7 � ° 0 3 T LT n T P PLU 2" TA `A D IvIJ -:PL C: 1- 1 _E FL a -`m E I N f °I I I 1 TEM {. 0 PLUG 2" TAP'' BOW -OF ASSY. _ 5 3 - 1 GV."(FLx J): ` 'B' ST k. 12+ 9. 0' RT. 67.0 LF 8° PVC 5 =0.1494 ,.� • d (P FLIC) � I - / IM - 19_. 0 n PRIVATE Z _ BLOC "x6" E M z L) (PRIVATE) U F a \°SEi = 74.88 f - BOCK E. = 1 1 _ 6� G: V: , -180_. _ Ea ��. =cn :� DD - I B BLOCK M_V.O F ASSY - -- 'm C 1 M.F.F. - 1 �i : I' V STA. 11 +49.36 � 187.15 a ( _ M.F.F. - 186.86 M_F.F. = 189_73.. ,_. m o ° 1 178.15 I I 188.86 3 SSMH N0. 2,_ 48 B.F.F. = 177.86 B.F.F. = M.F.F. 194:20 190 M.F.F. 195:23 B.F.F. 180 -73 I (PRIVATE) -1 M.F.F. 192.20 B.F.F. = 185.20 B.F.F. ' 186!23 M.F.F. 193.73 $ I J I I I 179.86 B.F.F. 183.20 190 B.FF. 184.73 C.O., .E.- le o RIM = 173:03 - C.O., I.E. C.o., I.: = I.E 16603 _ 176.57 MAX -- - I 173:68 AX 173.85 MAX. f �..�:, -1 1 178.841 MAX. -1 6" PVC 015.57% 00, I.E. 6" PVC ® 14.91% / o 18188 MAX. _ LT. J1 I I I ) o 'LT. LT II „ 3LIC) 'A' STA. 2 +44.46, 9.00' RT. II - - - -- _ -- - 15' WATER EASEMENT (TYP.) 1 2.97 I i _ / 'S�,STA. 15 +41.45 - 9.20'_RT -. \ n3 N , 5:33 -- a -1 i 'C'. STA- 22 +32. -23, 22:13' RT_ b`<STA. � +41;31. �9.76'.LT. \ \ Z 7EE`i)-fit V(Lz)/ 70- - - - - - Z ju r 12" SLEEVE, -1 12" VERT. CROSS (MJ 7 7p / I 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG a 1 - TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY_ - - I \ BLOCK, SEE DETAIL, SHEET 23 - 00 1 ''. I 0 134.8 LF 8" PVC 5= 0.1143 (PRIVATE) I L I I m - a °; y ki STA. 10 + m v B' 14.67 �- �. - TALBOT STA. 118 +49 84, 14.61 T ' R w TALBOT STA. 119;- .97:06 1407' RT: - - - - - - - SSMH N0. 1 RIM - 1 , 4 3 8 EXIST. SSMH 59:0 60 /\ RIM = 160.95 I.E. = 150.62 IS - N I.E. = 152.60 N00'30'20 "E 663.33' _ _ _ _ _ - -i60- �� (EXIST.) w of N 382:3 LF 8" PVC S- 0.0134 - - EX 398.1 LF 8 SS S 0 0134- - - - - - - S p 760 to ° 12 "w NORTH GRAPHIC SCALE' 20 0 10 20 40 ( IN FEET ) 1 inch = 20 It BUILDING PROXIMITY TO FIRE HYDRANTS BUILDING PRIMARY HYDRANT SECONDARY HYDRANT(Sl. AA NO. 9 (50') EX. F_H. 'A' NO. 8 (200') NO. 1 (246') NO. 8 (157) BB NO. 9 (89') EX. F.H. 'A' (189') NO. 1 1 EX. F.H. 'B' (277') CC NO. 9 (133') NO. 8 (188') EX. F.H. 'B' (201') EX. F.H. 'C' (267') EX. F.H. 'A' (289') DO NO. 1 (54') EX- F.H. 'B` (189') EX. F.H. V (214!) NO: 9 (218') NO:. 8 (250). NO. 2 (283') NO. 7 (250') NO. 1 (291') I FF NO. 9 (23') NO. 8 (109') NO. 7 (218'). NO. 1 (241) GG NO. 8 (47') NO. 9 (110') NO. 1 (1281) NO. 7 (189') NO. 3 (224') HH NO. 8 (81') NO. 1 87) NO. 3 (176') NO. 9 (178') NO. 7 (227') 'A' STA. 24- 44.46, 9.00' RT. 1 - 12" TEE (FL), 2 - 12" G.V. (FLxMJ) 1 - 12" SLEEVE 1 - 12" VERT. CROSS MJ ( ) 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG 10" DJ. - CL. 52' 1 TEMP 12" PLUG W /2" TAP & BLOW-OFF ASSY. BLOCK I -� 12" D.I. - CL. 52 ALLOW ENOUGH ROOM FOR FUTURE CONNECTION THROUGH J N 12"x10" REDUCER (MJxFL) 10 & 10" G.V. (FLxMJ) - 10' MIN. 1 - 10" VERT. CROSS (MJ) 2 10 PLUGS (MJ) TOP PLUG W/ 2 TAP AND MJ PLUG N 1 - TEMP 10' PLUG W /2" TAP & BLOW -OFF ASSY. BLOCK RECOMMENDED TESTING DETAIL AT PHASING LIMIT' NTS 0 +0 o - - - ° TALBOT ROAD S. _ aY _ - ' _ 12" w - o.00 IRT. a" srA: 10 +04.00, 1 NUS a DALEY- MORHOW- ROBLETE; INC. 16 W RT A' STA 0 +05.00, 9.00.. . 6" w G e,.. _.- - eI a F ' 0 R33 IW22BOOIJGTON ml G D STA. 2e ±95.00, 9.00 RT. " II 1 10 TAPPIN xMJ) -o II `'v , HONE. , 253 333 -2206 C ) C ) of o i�ALBOTx12TA.T,1 +68.014 5.00' LT. - EX. F T� 1� 1 TABPi�1G VALV(FLxMJ) TE MJxFL)t60 i 10VAS EEVE - - - - I( ) EX. F.H. 'A' _ LOCK SEE' CONNECTIONVDETAILROSSI (MJ) ( SHT. 30) 132, a " u RETR OELT 5° - / i S OR FITTINGS.. -o- „ 1 12 VERT. CROSS MJ nEnl �Mr)n(MJ) nrrnli -o- STORT FITTINGS S, -., -o- a PF Fssio a E�G�� N L -Q 1 ID RVEYIN.G: ENGINEERING ISU,NING ND PLAN o w - w d��) p - al nr,u2 /ccE-EE nl cur zn� I E airzes 9 JAN 2004 �r`oo�ooro tied Z wT - s)I. -i4lJ S-P or. !UNLESS S EO oa co_;, -- 43e�C (w - V/1 -I SCANNED MAR 2 �'1z �. I I I nrl�h 1•t,t�l11�P1:; 111..:1 uI{iIM 1 # II III ® - 111 - I pI.' I II I �lY IIII6 l f. I1ltrsu,,4r41�11i (F I II,�II III .��, . u I ,i� rt {=iJ Ia f �- - - I Nl, 111h, �� ,, I I I L. I � 1, . �. I I I ' I � I u �.'ll 'Ti' 9� tf� I VIII � 'I I r31114M {}F "Af.. ', Iii {,� ..` -. I, F 3 II'I 11. 11 I II I III I I I I 11 I II I i I I C I I I I I : z " 0 200-111 MAX I O G> _ (3If LLI � s 1 2 .M.: ~ ° C O. I.E. -: Q > n MATCH LINE TO SHEET 25 I p / - , - .... _. _.._..__...__ ............._ ..__....._................... _.: -- - - -. - _.._.._.. EZ o ........................................... ..............._............... _.._ Z 20289 MAX, U C.O., I.E _ 6" PVC ® 7.60 %I W I 199.82 MAX. C STA. 24+88.98, 0.18 LT I �1 J SSMH NO 13, 48 GRAPHIC SCALE o [� (PUBLIC) (5) 3 4 a1 W.M.'S " ' 2 J r® I I L �' 20 0 o zo <o RIM = 20412 I; (BL S. & H, I.E. = 192.01 I 3/ " SV S.) GIRD ND SP •D AIN °o - SH LL '.BE CO NECTE T TH (1x eeeT ) 15' WATER EASEMENT MR.) I _ SA IT Y SE R ®2 00 MIN 1 inch = 20 it. _ '.N 15' 1,. EASE ENT 1 15 64.78, 17.06 RT. I� J 133.5 LF 8 PVC S =0.0 2 C' S A. 22 42.14, 17.55' RT_ (PUBLIC) O F.H. 140.1 I REO H IL ING BUILDING PROXIMITY TO FIRE HYDRANTS p Q M.F.F. 205.52 mI B.F.F. -1 196.52 I�:; G M. 9.52 BUILDING PRIMARY HYDRANT SECONDARY HYDRAN7(S7 v <� K.F.F. - 205:2 yJ A N0. EX. F.H_ O 200 Z �a E.F.F. = 196.2 1 2 (50') 'E' (142'} M.F.F. - 20500 L J EX. F.H. 'C' (184') B F.F. - 195.0 C.O. I E B.F.F. 1 1.96.00 'STA `i -05:20 3 59� R NO. 1 (218') 191:79 MAX, c.o., I: = SWIMMING POOL I I I' M F.F. = 204. 0 0 1 tsa.s11 STA +77.63 X3:59 B' STA. 15 +83.45, 2. 1 NO. 3 (2 ^2)2�) C.O., I.E.= CO., I.E: ❑ I I I + / __ 0 D (MJ A C' STA. 22 +55.88, 2. 1'° z C 140'± TO EX. F.H. 'E' � � . 190.78 MAX - ' 19242 MAX. - ^ =MIN _ 5 3VG 20S %: II 1133 LF 12" Dl_. - 2 CK BLOCK .. B NO. 1 (1fi6') _ C.O.,,,YE I.E. Q r I NO. 2 (72') N0. 3 271') 3) -- V OL 52 r Q S, & F, EX. F.H C' (233') / ) Z ; j J : - } EX. F.H E' (250') EX. F.H. 'B'. (2801) 18. LF 12 o °6a STA. 18 +08RT. 80.2 LF EX F.H. 'D' (283') 373 LPtZ\DL C 52 �O I 4� 271 LF. 10" .. I \o \ DI - GL 52°:_ C NO. 2 (102') N0. 1 (104') I\ ALGNMENT STA 17 +28 49 +5 00 a : A, ,15+6174 \76 `bT A6NME�$ _BAND . , . n ° ] 0. V - X3'+92 34-1. `, v .LiF3 I1 \ x , y : 1 F 12" EX. F.H. 'C' (169') - - NO.. 3 (197').. > . I- ALLOW ENOUGH NO. 4 (292')' ti,7, 5�; M:V:O�F: �kSSY •�.:�1. .y, O, THOUGH 1:2 "z1 EX. F.H. 'E' (294') I. - LF 8" P G _ 0.0/ F BLDG -. C 1 0.5,' N F w s -. I -- f 3) 3/ D N0. 1 (41,) N0: 2 (186') 1861 o ° -) 3/4 WM. .I _ (BLD EX: F:H B (186') a 3v I 22.0 LF 12 1 D_I 3 PCL 1 - EX. F.H. 'C (186') G. DD �• ¢ [ i T. N0. 3 (239') .03, 2. 0' LT- 'o 1- 10" w E-I -a - 12 �UNIV. L A AP ER I BLDGS: A & B, 'B STA. 1 +28.4 3.SS� RT. 1 0, 14. 7' LT. o a a t=� : c I STA. 17 18 49 124.00' LT 2 - , 0 PL' E W I 1 "- 6 O V: F MJ) J 3 /4.x,S CS.) STA. 24 +04. 1, 8.213' LT, e 'C STAI 2 1 .42, 0. 7' LT_ NO. 2 18' EX. F.H. 'E' 140' m q c ry o ' STA. 2 7 4 32 00 LT. o T P PLU V ( ) ( ) w a E b 1 - 5 -1 4 M.V 0. F.H. A SY. 7 - 2 TEE (FL) S,MH N 2, 8 (PUBLI ) __190 D STA: 2 1 .05, 3. 7' LT_ , I Lo I :I I _ N0. 3 (179`) v F a �� I o^. 'OP P'� G WR2" TAP &22 "PP UG (MJ) _ 3 - 12 !V: (F BLOCK - _ _ SMH N 48" (P BLIC) `�� cp - BOCK M 1- N0. 4 (227') _� o r 4 c rn - I I (NO. 1 (227') - IRE _ $4.88 Eco%I 2 LOCKS cp: I M.F.F. O I I I. DD F NO. 2 (23') NO. 3. (135') o I M.F.F. 191..45 _ _ 3 M:F.F_ 187.15 0- I M.F.F. 186.86 $ a,c� - - B.F.F. 182.45 B.F.F. 187.62 - _190- - 96.75. M F:F. _ 192.75 B $ F15 B.F.F. -� 178:15 I I I _.I- B.F.F. ? 177.86 N0. 4 (193'): o M.F.F. 193.45 B.F.F. 187.75 °D NO. 1 200' o - B.F.F. 184.45 T B.F.F. BFF - 183 75 180.15 F- ) EX. F.H. 'E' (231') Z 190 C.O.. 1.= C.O. C.O:, LE I 173.85 MAX o t 173.E .. a . V 1 179.451 MAX - - L: 43 C.O.. I� =� 1113 :salMnx� 14 C G N0. 3 (52') NO. 2 (83') 6' PVC ® 5.34% - PV ®15 ia0 177.SS MAX � N0. 4 (163') l .. ... - / 'A STA. 1.+52:07. 250' LT. - 1111 I I N0. 8 (257') 'C STA. 2, 2--07, 2:50' I T. v \ - 80 - D' STA�31 +5207 2.50 LT. 117 I H NO. 3 (58') NO. 1 (82') SSMH NO. 10 48 "- (PUBLIC) 'A' NO. 2 (178') RIM 172.97 I I / 'B' NO. 4 (201') I E =-165.33- I ( = C' NO. 8 (209') 1D -170- REC -BLDG N0. 3 (94') N0. 1 (1.20':) 2 NO 2 230 BL NO. 4 (244) Gi oW 5 5 _ 1 I NO. 7 (285') I I NO. 9 J (I , EXISTING 10' SD SM (EP) 0 II 1 TI -- _ ® 'A' STA. 0 +76.23 2.50' LT. o STA. 20 +16.23, 2.50 LT. > Ei 'D' STA. 30 +16.23, 2.50' LT. ' TALBOY STA. 121+79-33, 16.23' RT. G L - a„ I' rg'C6}zI 9 I >y, w I} I I I I 11111��4P I II! i 1 III I; � Gil[ xB NI'I J I I Rv "lefr *- �s 4•.. s x � �i r� I �r, O 16& � I 11 1 I I I 11 111 t' 1 I I' 1 1 11 I 1 I I 11 1 1 I I 1 I >_ - - -- ,; ` - - -- - - - - - - - - - - - -- - SSMH -NO.. 9, 48 ' - I 1 I _ _I I EXTEND PIPE AND RELOCATE _ - _. LE = ._155.04 EX. B.O.V. - f EX: FrH. 'C', EXTEND -PIPE AND - RELOCATE EX F.H .O -- - - - 134' TO T TO BEHIND SIDEWALK PER CITY STDS. N00'30'20 "E 663.33 RETROFIT W /5" STORZ FITTINGS - _ . � � R M F Ir: BY IVZ4, o- - -t z" vd o N - o ° - n - - - - ° of T w1N1 L 1 - c 16 Wo ' ci G - 1 -R / i . B W o l l� I / J I 1 , � . kk. I, I „I. : I I . ., 1 ;.1., r,• d..,. ,; I I I z I w � o i LJ O 'z Ld cv pQ d � W I � a a a oti .-a E-' w d Q4 gW VIl N U.. �F E•" .� N �'o LIJ rnp CQ-: za ice' F �v III l w a° o H7 3Q r Z � rYE-r, �W r-,1'� G �E E c �a c I AAF- c v � d� 3 � 4 t TO EXIST. F.H. EXISTING 10' SD ESMT (PVT.) �I w 1 - <7r� I O o 0 I.E= X23234 MAX. 8" PVC @' vvro 2-2-1 MAX. ' �. / ,".,...--• c o-, I.E.= 'E STA 40 +69.53, 7 .00' LT._ .205:28 MAX 1 8 x8i' TEE (FL) zzs.9s MAX. • • Oy 0 , -� 'C' 27 +12 -52, 4.'f2' RT...:,., 229:9 �I ,.. _.. v / / -STA- 1 10" 22 -1/2' BEND (MJ) - N0. 5 (128') P N0. 4 (4') NO 3 (153') - - - - -- - -- _ : t L/ BLOCK ..;' EX. F.H. . •F` (216') SSM H 220 i NO 2 (232') 'C' STA- 26 +49.54, 17.00' LT. F -H. NO- 4 22-1 IT .' 15' WATER EASEMENT (TYP.) ALIGNMENT 'F I- M - / _ lv / _� r\ /. ._ C'I N0. 5 (147') NO. 4 (163') 0 EX. F.H. 'F (181') o II I z lJ o ( M.F.F. 213.46 I B.F.F. 204.46 ALIGNMENT 'H'OO 78.8 LF 8" PVC S= 6.0831 (PUBLIC), .1 F. /.�_. y \ ,OP 1 BLOCI " - -- c o-, I.E.= 'E STA 40 +69.53, 7 .00' LT._ .205:28 MAX 1 8 x8i' TEE (FL) i 229:9 �I �- ' STA. 25 +7 - -36, 10.75' LT. 216.17 207.17 I: SSM H 220 - 3 8 PLUGS (MJ), 15 B.F.F. 220.97 SEWER 22-1 IT .' 15' WATER EASEMENT (TYP.) ALIGNMENT 'F ° ° THROUGH (PUB[. C) N 5 -0.174 (PUBLIC) BEND M.F.F. - 25.97 EASEMENT ( r I RIM I.E. 210.0( 201.76 M4F -F. = 223 -�7 1 I I B.F.F. - 816.97 (TYP.) ST . +1 10 -7 " „ BF -F. = 214. 7 11.18 1 - / I =0 21 MAX L6' 12 -87 MAX. v , SjQn .26 +148 24 1 33 T 6" PVC ®' 7.63% ]TOP 1 - 2" VE T. CROSS VC ®.2. 5% 2- 2 "' PLUGS (MJ) .. / `� 1C 1 6 GV I(FLxMJ) �N?TER + - D MJ FILUG C.:, I.E.= 'E' STA- 40 +69 -E 26 21 -2 7, 13- LT.I � . y - \'� � -1 5- 4 M V.O: F - SSY. & BLOW - .FF ASSY., B OCK � 21 37 MA SS:. - EXiS S RIM = _ E. 215..31 31 I' ( 7 ) -3/4 WM'S (BLDGS &. N P 3/4" SVCS.) o II I z lJ o ( M.F.F. 213.46 I B.F.F. 204.46 ALIGNMENT 'H'OO 78.8 LF 8" PVC S= 6.0831 (PUBLIC), .1 F. /.�_. y \ ,OP 1 BLOCI 'P AND''M PLUG W/. AP &BLOW -OFF AESY. 0-75 LT. I M.F.F. = 219.48 B.F.F. = 210.48 M.F.F. = 221.48 B.F.F. - 212.48 r IY ®ll �i 'o M-F \ B- C. I II -E.= 205.62: MAX. " - -- c o-, I.E.= 'E STA 40 +69.53, 7 .00' LT._ .205:28 MAX 1 8 x8i' TEE (FL) i 'C' . 25+ �- ' STA. 25 +7 - -36, 10.75' LT. 216.17 207.17 I: SSM H NO. 14 - 3 8 PLUGS (MJ), 1 10" 22-1 IT .' -- BLS a oo. CONNECTION" � I THROUGH (PUB[. C) ( ....... _.. _ .:. 5 -0.174 (PUBLIC) BEND J) BL CK s� ( r I RIM I.E. 210.0( 201.76 ` I ........ .L! 6" 1 I I M.F.F. = 120.18 C.O.. I.E.= � PVC 0 7.60% 199.62 MAX. 'r' CTA 9A- RR OR n 11 IT ST . +1 10 -7 " „ , B.F.F. = 11.18 1 - " .V. (F cMJ) I =0 21 MAX D.I. SL EVE I 6" PVC ®' 7.63% ]TOP 1 - 2" VE T. CROSS 2- 2 "' PLUGS (MJ) N F .W S �N?TER P UG W/ D MJ FILUG 'E' STA- 40 +69 -E 1 -TEMP. 12" PLUG W 2" _ s - r TAF & BLOW - .FF ASSY., B OCK 'P AND''M PLUG W/. AP &BLOW -OFF AESY. 0-75 LT. I M.F.F. = 219.48 B.F.F. = 210.48 M.F.F. = 221.48 B.F.F. - 212.48 r IY ®ll �i 'o M-F \ B- C. I II -E.= 205.62: MAX. " - -- c o-, I.E.= 'E STA 40 +69.53, 7 .00' LT._ .205:28 MAX 1 8 x8i' TEE (FL) i 1 8" LWIV FLG. ADAPTE �- -I 1 6" GGV- (FLxMJ) c�i 0 0 M.F.F. B.F.F. 216.17 207.17 1 8" VERT- CROSSI (F MJxMJxMJ) -_ --. ALLOW E� - 3 8 PLUGS (MJ), IE T•'E' o TOP PLUG W /21 "Ti1P. •2" PLUG (MJ) ^nS I�-+ 55.8 F 8" PVC. -- BLS a oo. CONNECTION" � I THROUGH CO -., I -E /$ ;. 200.18 MAX. O ................................. .,...;. ....... ( ....... _.. _ .:. 5 -0.174 (PUBLIC) I I i s� ( r CO. IE .. ....... ....1r ........................................ . MAX ...... ............................. 202 ` I ........ .L! 6" C.O.. I.E.= � PVC 0 7.60% 199.62 MAX. 'r' CTA 9A- RR OR n 11 IT , 'P AND''M PLUG W/. AP &BLOW -OFF AESY. 0-75 LT. I M.F.F. = 219.48 B.F.F. = 210.48 M.F.F. = 221.48 B.F.F. - 212.48 r IY ®ll �i 'o M-F \ B- C. I II -E.= 205.62: MAX. " - -- c o-, I.E.= 'E STA 40 +69.53, 7 .00' LT._ .205:28 MAX 1 8 x8i' TEE (FL) i 1 8" LWIV FLG. ADAPTE -I 1 6" GGV- (FLxMJ) c�i 0 0 1 5 1 f4' M.IV.O: F.H. SSY- 1 8" VERT- CROSSI (F MJxMJxMJ) -_ --. - 3 8 PLUGS (MJ), IE T•'E' o TOP PLUG W /21 "Ti1P. •2" PLUG (MJ) ^nS I�-+ -- BLS a oo. CONNECTION" � -F ................................. .,...;. ....... ( ....... _.. _ .:. ..._ .;..._ ,.............I R NO. 5 (82') S NO. 5 (29') T NO. 5 (50') U NO. 5 (108') G7 NO. 5 (106') G8 NO. 5 (52') G9 NO. 5 (15') G10 NO. 5 (60') H0 I` I I II Imo., NO. 4 (103') NO. 3 (270') NO. 4 (60') NO. 3 (228') NO. 4 (81 NO. 6 (235') N0: 3 1 NO. 7 (255') NO. 4 (137') NO. 7 (190') NO. 6 (175') NO. 3 (290') NO. 6 (11 NO. 4 1 NO. 4 (147') NO. 6 (223') RECO NO. 4 (143') FOR, I BY '''''' NO. 4 (194') BY_ ,IID ENGINEERING } ILAND'P I I f I !�I{•Y �'14n., I; Il tl {�1- L�Ii�(f "r i1�'tk`I uI II �I �I� ICI III i3 �t l r I'..: � ( t a"!r u, k we ...I I I 1 F � L 1!9111,31 I t � � ,I I I I • I r: � IIII,'Ii Y I� I III ja 3-2206 GN13 I 8 a � S N , 1 Fn Y g M z N �F 1 ¢o ¢.A0 o N �a a � U d 0 iJ I z 210 o O 10" D.I. -- CL. 52 Z z ~ U QI / W J 1 - 10" VERT. CROSS (MJ) zso o - - - - -_.. _ / i zso 2 - 10" PLUGS (MJ) 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG / Lw W TOP PLUG W/ 2" TAP AND MJ PLUG Z 1 — 1 -TEMP. 70" PLUG W/ 2" TAP &BLOW -OFF ASSY. / 210 BLOCK BLOCK / + Q EXISTING GROUND -H PROPOSED GROUND ALLOW ENOUGH ROOM FOR FUTURE CONNECTION THROUGH 12 "x10" REDUCER (MJ) - 10' MIN. W Q 250 - - -' 250 O 'C' STA. 25 +19.89, 10.75' LT. m 1 - 12 "x8" TEE (MJxFL) - 8" G.V. (FL J Ia. o--I 1 - 12" D.I. SLEEVE 1 - 12" VERT. CROSS (MJ) W 2 - 12" PLUGS (MJ) / E" Cr TOP PLUG W/ 2" TAP AND MJ PLUG 1 - TEMP. 12" PLUG W/ 2" / L WATER CROSSING / ,4 STA. 0 +16.23, 2.50' LT. TAP & BLOW -OFF ASSY. I.E. 243.36 240 - - -. _/ - 211 'C' STA. 20 +1.6.23, 2:50' LT. BLOCK. 'D' STA. 301 +1'.61.23, 2.50' LT. i� 'TALBOT' STA. 121 +79.33, 18.23' RT. I.E. = 165.33/ SSMH NO. 9, 48" RIM- - 162.62- l 5' 1+0 J 155.04 z. 12" D.I. — CL. 52' a / +co 0 230 30 % wlz x `. O 3 E Z TESTING DETAIL AT PHASING! LIMIT z NTS / �w W +..'..... IDENTICAL / ALIGNMENTS A', C' AND 'D' ARE I _- ..._ _ r--I as ", � IN THIS / IS. AREA (EXCEPT STATION NUMBERS) z P � z 0 0 a a L) wo j z z- z O' Vl a z 00 0 w N z :2 < z. + N < �o En N W CONC. WALL. N � (DESIGN: BY OTHERS)' Of aw U) >1 In 0 200 RECOMMEN!"ED FOR APPR VAL BY z -Y Z- 13 �q I� 6 ;-EE / m / mE / �E °.'F4 Ld 21C / 220 v L' 6+00 / �� c rn Z EXISTING GROUND / o / oy / a� PROPOSED GROUND' o / a / w - ... Z -71 i J + / U O �rj < N < / yy i I. h a < -00 w a� 0 m 8 PROFILE - ALIGNMENT 'A' SCALE: 1" = 20' (H.), 1 = (V_) a +oo a 'A' STA. 2 +44.46, 9.00' RT. 90 B._STA. 15+41.45,9.20' .. RT_ 90 0 < F z w z z 0 0 210 - - - J< z z - - w n Z n M =, < 'D' STA. 32 +41..31, 9.76' LT. / ~ U QI / 1 12" TEE (FL), 2 - 12" G.V. (FLxMJ) - 1 - 12" SLEEVE, 1 - 12" VERT. CROSS (MJ) 0 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG / a 1 — TEMP-12"-PLUG W /2" "TAP & BLOW - OFF -ASSY_ 210 v BLOCK / ;-EE / m / mE / �E °.'F4 Ld 21C / 220 v L' 6+00 / �� c rn Z EXISTING GROUND / o / oy / a� PROPOSED GROUND' o / a / w - ... Z -71 i J + / U O �rj < N < / yy i I. h a < -00 w a� 0 m 8 PROFILE - ALIGNMENT 'A' SCALE: 1" = 20' (H.), 1 = (V_) a +oo a 'A' STA. 2 +44.46, 9.00' RT. 90 B._STA. 15+41.45,9.20' .. RT_ 90 0 < 'C' STA. 22 +32.23, 22.13' RT. a 'D' STA. 32 +41..31, 9.76' LT. / ~ U - -° 1 12" TEE (FL), 2 - 12" G.V. (FLxMJ) - 1 - 12" SLEEVE, 1 - 12" VERT. CROSS (MJ) 0 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG / a 1 — TEMP-12"-PLUG W /2" "TAP & BLOW - OFF -ASSY_ 210 v BLOCK / Q EXISTING GROUND -H PROPOSED GROUND z 0 - 180 m / a0 I / � I 'A' STA. 11F52.07, 2-50' LT. - :C' STA. 21 +52.107, 2,x50 LT_ / ,4 STA. 0 +16.23, 2.50' LT. D' STA. +52. 31 07, 2150 Lr -_ - / 'C' STA. 20 +1.6.23, 2:50' LT. SSMHI NO. 10, 48" 'D' STA. 301 +1'.61.23, 2.50' LT. RIM = 172.97 'TALBOT' STA. 121 +79.33, 18.23' RT. I.E. = 165.33/ SSMH NO. 9, 48" RIM- - 162.62- 5' 1+0 J 155.04 G �I.E.= a A' STA. 2 +19.03, 2.50 LT. / 'B' STA. 15+55' 60, 14.67' LT. STA. 22 +19.42, 0.57' LT. STA. 32 +18 05, 3.97' LT a•1 II I� t SSMH NO. 11, 48" �' 1 F . i�V -2993 RIM = 181.88 EXIST. 12" 240.3 LF 12" I.E. = 174.88 WATER D.I. - CL. 52' co 015$ 160 - = Pvc 5,0• 1 111 135.$ �F $ 1 - B.O.V. ASSY. I m A' STA. -0 +05.00, 9.00' RT. 'C' STA. 19 +95.00; 9.00' RT. 3 +00 'D' STA. 29 +95.00, 9:00' RT. 'TALBOT' STA. 121 +68.01, 5.00' LT. 1 - 12 "x12" WET TAPPING TEE (MJxFL) .. 1 12 TAPPING VALVE (FLzMJ) ( ( )I ) �.p" 1 - 12" SLEEVE MJ 1 12" VERT. CROSS (MJ BLOCK SEE'; (CONNECTION DETAIL, SHT. 30)I, DALEY MORROW POBLETE, ZINC, - 1 F, 11 726 AUBURN WAY IN 0 +00 1+00 1 2 +00 4.1 � pF AS ��1 III AUBURN,( WASHINGTON 98002, �; �`v ill F 11 HONE 333 - •2200, FAX: (253) 333 -2206 PROFILE ALIGNMENT 'A' SCALE: 1" = 20' (H.), 1" 5' (V -) 1 I �� I lip 1 11 1111 Ii I �0 9 113258 Ir 11 F• FC1 �`� II 11' !ENGINEERING SURVEYING Nq ENG\ Q l I... D LAND PLANNING SCANNEii srxnup w v 9 JA I vw+Da c onrzo II 1 Z i 1003 t � I w tl� fllol � r1 I dl 9, I i � I r rl I�IF��I 04Of1 Ililllll I ou 11 � I i11� I I 1 1 I I i I I I I ej 1 15 z_ N ix o F'05 � < P e 0 z¢ a F �v FIR I i i i x r z r w fi LLJ o LILJz' CJ pa � W I ZI l � L=7 � O Cj° ID4 �e W Q-e d W as o o_ f F C o� E" I 3 a' ✓✓ma�yy a a �E °.E �V c c o u1 Q_0 I r I� E a, ALIGNMENTS 'B' AND 'D' ARE IDENTICAL n IN THIS AREA (EXCEPT STATION NUMBERS) + L A' STA. 2 +44.46, 9.00' RT. o B STA. 15 +41.45, 9:20' RT. 'C' STA. 22 +32.23, 22.13' RT. 'D' STA. 32 +41.31, 9.76' LT. M 'B' STA. 13 +49.95, 23.58'' RT. - 12" TEE (FL), 2 - 12" G.V. (FLxMJ) ¢ D' STA. 3'4 +34.21, 8.28' RT. 1 - 12° SLEEVE, 1 - 12' VERT. CROSS (MJ) 2 - 12° PLUGS (MJ), TOP PLUG W /2° TAP AND MJ PLUG 1n 3 - 10" TEE (FLxMJ 1 - TEMP 12" PLUG W /2' TAP & BLOW -OFF ASSY. ( ) BLOCK BLOCK g' STA: 14 +73:26. 23.58' RT 'B' STA. 14 +95.39, 1.44' RT 80 2 LF 10" N 'D' STA. 33 +07.01, 23.58' LT. rn 'D' STA. 32 +84.88, 1.44' LT. D.I. - CL 52 29.6 LF 10" w Lo, - 10° 45' - z ,�, - 1 - 10" 45 _ __ D.I. - CL 52 � 'B' STA. 12 +43.94, 9.80' RT. J + ', BEND MJ BEND (MJ) 1 D.I. - LF 1 2 1 - 10" 45' ( ) BLOCK . - CL. 52 - - _ BLOC - / R BEND - -. -- -- ._.... _ ... . .... .. ... .. _. _. .. 19 BLOCK a n D.I. 51 " CL0 _O., S 0 -- - - -- -- -- --- - -...\ EXISTING GROUND. z 0g1'3 - a / LF - - PROPOSED GROUND 31 .3 x D.I. - CL- 52- -. F B' STA: 12 +69.70, 5.00' :RT_ 216.3 LF 10" 1 - 10 "x6" TEE (MJxFL) D.I. - CL. 52 -- - -- ..271 LF 10° 6" G.V. (FLxMJ 15 : -:. _ __ _.____ _ - - -- - - - -' -- 5-1/4" 1 M V.O. F.H. ASSY. \ - 14..5 LF 12" D I - CL 52 - (MJ) _ - � BLOCK - - - - � �TO 1071 uE CROSS - �F - B' S 12+16.68_12.49' RT. O ` 2 - 10 71 PLUGS MJ 'B' STA. 13 +49.95, 5!00' RTl , Ip \ P PLUG, W 2" TAP AND MJI.PLUG 'D' STA.134 +21.34, 16.141' RT. 1 10 45' LC \ BLOCK MP. 10" PLUG W 2" TAP & -OFF ASSY. 1. 10" 90'1 BEND MJ D (MJ) S 'B1 STA. 10 +04.00, 10.00' RT: / B' STA. 13 +59.95, 23.98' LT. BLOCK (' ) B'BLOCK' �1q9 'TALBOT' ISTA. 118 +39.95, 400 RT. - - -- - -- -- -- -- -- _ _ .__. _._ , _ � 1' - 12 "x1 "0° WET T,SPPING`TEE- (MJxFL) - - ' 170 D -STA. 34 +05.85, -31�J8 �R'F ALLOW ENOUGH ROOM FOR FUTURE CONNECTION SSMH',:NO. 4, 48 "' ! - 'B' STA_ 12 +15.98, 1.70' RT. - 1 - 10" TAPPING VALVE : - (FLxMJ) THROUGH 12 °x10" REDUCER MJxFL & 10" 1, G.V. FLxMJ 10' MIN. RIM E. = 18fi 24 SSMRIM N= 38,34 4 \ \ 1 -(10" SLEE`JE (MJ) J ( ) (FLxMJ) \ \ 1 - BLOCK VERT. CROSS MJ E. - 176':04 BLOCK SEE CONNECTION d 'B' _._- . DETAIL, -SH, 30)_ _ - STA. 11 +49.36 � �3q8 �1 SSMH:'' NO. 2, 48" <F RIM = 173.03 BAV. I 0 1 I.E. = 166.03 ��.... ._. I 16 15 +00 - 14 +00 13 +00 -12 +00 . PROFILE — ALIGNMENT H r EXIST. 12" SCALE: 1" = zo' (H.), 1" = s <v -) \� -, WATER .d. ALIGNMENTS 'B' AND 'C' ARE IDENTICAL 'B' STA. 17 +28.49, 23.58' RT IN THIS AREA (EXCEPT STATION NUMBERS) N 'C' STA. 24 +04.81, 8.28' LT. oD cv 1 - 12" TEE (FL) + 3 - 12" G.V. (FLxMJ) BLOCK a EXISTING GROUND PROPOSED GROUND \ i 'B' STA. 18 +08.72, 5.00' RT. 1 - 12 "x6" TEE (FL) 1 - 12" UNIV. FLG. ADAPTER 1 - 6" G.V. (FLxMJ) a I 1 - 5-1/4" M. V.O. F.H. ASSY. ISO I _ 1 - 12" VERT. CROSS ( (FUMIJxMJxMJ) 3 - 12" PLUGS (MJ) TOP PLUG W /2" TAP & 2" PLUG (MJ) i 2 - BLOCKS z ni .. 170 ... -_ .. - - -.1_- 5 -1/_4_ M.V.O_ F:H. ASSY....... __._.. .__ __..__ .__. ii- 'BLOCK 16 +00 z 'A' STA 80 . 2 +19.03, 2.50' LT. 'B'I STA 15 +55. 14.671 LT. r' 'C' STA! 22 +19.42 10 57j LT. a m, o, D,' STA 1 32 +18 OS 3 971 LT. - SSMH NO 11 1 48" __80.2_LF 12 °_ H in in D.I. - CL. 52 'B' STA. 15 +83.45, 2.21' RT. - 'C' STA. 22 +55.88, 2.21` RT. - 1 - 12° 45' BEND (MJ) _ BLOCK L II ExclrxES 1004 STMP xor Iwo " En o rzo 'B' STA. 17 +28.49, 5.00' RT. 123.3 LF 10" D.I. - CL. 52 'C' STA. 23 +92.34, 16.41' LT. J D.I. - CL 52 1 - 12" 90' -BEND (MJ) . . _ .. _. -.._ . . -; __., -• __ _ . BLOCK 'B' STA. 17 +18.49, 24.00' LT. 'C' X60.5 STA. 23 +76.45, 32.00' LT. CF 8„ g _ SSMH N0. 12, 48° RIM = 195.76 I.E. = 186.64 PVC S--o. B' STA. 16 +05.20 23:59' - -RT N 'C' STA. 22 +77.63, 23.59' RT. 1 - 12" 45.v + 220 LF 12" + - - OCK' D.I. - CL 52 BLOCK F -' 'B' STA. 15 +61.74, 10.20' RT. c. 'C' STA. 22 +39.18, 11.89' RT. 1 - 12 "x6" TEE (MJxFL) 1 6" G.V. (FLxMJ) RIM 181188 I.E. = 17141.88 '7 +00 PROFILE — ALIGNMENT 'B' SCALE: 1" __..20 (H-), 1" 5'. ..(V )..._ .... . -.. -.. _.... ..... _. -__ .- 5 _ X11 01 kLEY— MORROW— POBLETE, INC. 11 726 AUBURN 1 WAY IN AUBURN! WASHINGTON 98002 (253) 333 - 22001= FAX (253) 333-2206, ENGINEERING - SURVEYING LAND PLANNI,NG,. aked cru uucn YOQ 12 2, mm! vJ01 111 r i 1 1 11 Fr. joi i i �., al.,. I.; I , _ �. Irk .1 I I ;; I.�Ya i. K 1 IFfiR 1: 4 4 1 _ II II 11 I' -0 L. p RECOMMENDED' "1 c PHc FOIR APPR VAL BY 2 P OFF yf 1325 II 1 I L II ExclrxES 1004 STMP xor Iwo " En o rzo kLEY— MORROW— POBLETE, INC. 11 726 AUBURN 1 WAY IN AUBURN! WASHINGTON 98002 (253) 333 - 22001= FAX (253) 333-2206, ENGINEERING - SURVEYING LAND PLANNI,NG,. aked cru uucn YOQ 12 2, mm! vJ01 111 r i 1 1 11 Fr. joi i i �., al.,. I.; I , _ �. Irk .1 I I ;; I.�Ya i. K 1 IFfiR 1: 4 4 1 _ II II 11 I' Lil 0 � OZ W OQ- G � 3 v M �l 'z Q q p E- cW7 I a0i a n z¢ yF ¢v U I I U� U E-• W 7 � �7 Q NI (� W Q � W W W 00 0 1� U _ ['� W CL a FJ� �o is E 3 E E c od d0 - 260 Z Z W w z z Z Z J J C Q X :C: 28 +07.25, 2.43' RT. - -z Z - -- -- G' STA_ 60 +0243, 7.00' RT. 1 - 10" TEE (FL) N N 2 - 10" G.V. (FLxMJ) o / 1 - 10" VERT. CROSS (FLxMJxMJxMJ) 00 00 250 2 TO -PLUGS- (MJ) w TOP PLUG W /2" TAP & 2" PLUG (MJ) z 2 BLOCKS cn c� 'C' STA. 27 +85:15, 243' RT. a 1 - 10 "x6" TEE (FL) / X 1- 6" G.V_ (FLxMJ) _ _ 1 - 5 -1/4" M.V.O. F.H'. ASSY. Z 1 - 10 "x4" TEE (FL) o ;° 2 - 10" UNIV. FLG_ ADAPTER z Lo 1 - 4" G.V. (FLxMJ) + + + 2 BLOCKS 0N 0 W 240 0 Q Q w Fx 73.5 LF 10 D.I. - CL. 52 / v~ z n / ° 0 J Q i - _ _ ''� ' � 01 1<7 �- 'B STA 17 +1849 2400' LT 'C' STA.. 27 +12.52, 4.12' RT. _32,00' L rn .... \ \ S,0 �T33 E E. = 186.64 Q o N BEND; (MJ) z - PLUGS - BLOCK TEMP 12" PLUG W /2" TAP " o r? 'n (226+00 'A' STA. 1 +52.07, 2.50' LT. / OCK ' PROPOSED GROUND + N Q 'C' STA. 21 +52.07, 2♦50' LT. 230 64.7 LF 10" D.I. - CL. 52 / 'A' -STA. 0 +16.23; 2.50' LT. •D' -.STA. 31 +52.07, 2.90'-LT- 'C' EXISTING GROUND 1n 'C' STA 26 +48!24 1.33' LT. a 'D' STA. 30 +16.23, 2.50' LT. RIM = 172.97 1_ 10 x6'cTEE (MJxFL) , 1 6 "'G.V. (FLxMJ) 170 0 0 'A' STA. 2 +19.03, 2.50' LT. 0 1 - 5 -1/4" M.V.O. F.H. ASSY. \\ 0 24 +00 / Q BLOCK I / z ®, 210 _ _ ;�— .a '. ._._ -^ 220 QJG 0 10" D.I. - CL. 52 vF 0 0n _7a.2—LF / H 6 9,y Z 1 / �+ •C' STA. 25 +73:36, 10:75' LT: .. cq A - 10" 22 -1/2' a F / BEND (MJ) N 53.5 LF 10" D. CL 52 BLOCK C STA 1075 LT. 1 - 1 "x - -1 12 "x8 EE (F��--� 210 1 8 G V (FLxMJ) C' STA. 26 +21.27, 13.61' LT 27 +oo 1 12 x10 REDUCPR (FL) SSMH 48" 1 - 12 UNIV. FLG. ADAPTER _ NC P $ 22 26 ,BRIM = 221.26 1 - 10" UNIV. FLG�ADAPTER _BLOC( 31 NI.E. = 208.31 � � I 40b 'C' STA. 24 +88.98, 0.18' L € SSMH NO..12 48" RIM 204.12 I.E. = 192.01 PROFILE — ALIGNMENT 'C' 180 SCALE' 1" = 20 (H.). 1" = 5' (V -1 25 -0a 2�9 .. -.. _. . 1... 1 , s� 1 ''.� I I Y✓ fllrlo °11r II' p 11,r 'dflln° N�' I I' I'pR�r� r '7� d II I 1 1 1 1. 1 I I I I I' V111`iI 11� 1 4 II I 1 1 I I I 1 I I I I I / 'C' STA. 25 +44.81, 0.75' LT SSMH NO. 14, 48" RIM = 210.00 I.E. = 201.76 1so vi 0 Q 0 T. � 0 0 ,o a U 170 ExIS WAT 160 / o Q',_ I . - i4 I 230 127 +14 :12, ' 5.75'' LT_ 16, 48" 1I 6.83' 28 +00 0 270 EXISTING GROUND -� PROPOSED GROUND - - - -- F. 260 0 0 LL) o z + J 0+ x N 0 Q :2 I n _ _ -- 250 I\ I PROFILE - ALIGNMENT 'C' SCALE: 1" 1 20' (H.), "I" = 5' (V.) 0 N, WI 0 Z+ J � 1.16.8 LF 1'2" D.I. - CL 52 rn 'B' STA. 17 +28 49, 23.58' RT. 200 _ - -- - __ - - -'C' STA. - -24 +04.81 -8.28' LT: -- 'B' STA. 16 +05.20, 23.59' RT. 1 12" TEE (FL) 'C' STA. 22 +77.63, 23.59' RT. 3 - 12" G.V. (FLxMJ) / 1 - 12" 45' BLOCK / BEND (MJ) 1 / -BLOCK 123.3 LF 12" D.I. - CL. 52 31.3 LF 12" / 5_OA402'. .- 22.0 LF 12" D.I. - CL. 52 ALIGNMENTS 'a', 'C' AND 'D' ARE IDENTICAL _ 1 i i - _ _ ''� ' � �- 'B STA 17 +1849 2400' LT / / _32,00' L z 'C' STA. 22 +3223 22 73' RT. - / . .... \ \ S,0 �T33 E E. = 186.64 Q o 1 �_ ,6�5 LF o' 1 12!' TEED�FLTA 1 PLUGS - TEMP 12" PLUG W /2" TAP " (226+00 'A' STA. 1 +52.07, 2.50' LT. / OCK ' ' Q 'C' STA. 21 +52.07, 2♦50' LT. 'A' -STA. 0 +16.23; 2.50' LT. •D' -.STA. 31 +52.07, 2.90'-LT- 'C' STA. 20 +16.23, 2.50' LT. SSMH NO. TO, 48 i a 'D' STA. 30 +16.23, 2.50' LT. RIM = 172.97 z 'T;.1_30T' STA. 121 +79.33, 16.23' RT. I.E. = 165.33 0 SSMH NO. 9, 48" m RIM =_ 162.62- _ PROPOSED _GROUND 1 170 0 0 'A' STA. 2 +19.03, 2.50' LT. 0 0 24 +00 / Q I / z ®, 'C' STA. 19 +.95.00, 9.00' RT. C STA. 22 +55.88,.2.21 RT. 'D' STA. 29 +95.00, 9.00 PT. 1 12" 45' BEND (MJ) ! BLOCK. 'TALBOT' STA. 121 +68:011 5 00' LT. 1 12 "x12 "1 WET (TAPPING TEE 1(MJxFL) :1 - 12 1 TAPPING I VALVEI(FLxMJ) 1 - 12" SLEEVE (MJ) 1 - 12" VERT. CROSS (MJ) 22 +00 BLOCK (SEE CONNECTION DETAIL, SHT. 30) 20 +00 21 +00 N � U Q Q 23 +0 . DALEY— MORROW- POBLETE, INC; 0pF WASy �/- 1 AUBURN WASSH NGTONY 98002 PHONE:, (253) 333 2200;' FAX: (253) 333 -.2206 .. ICl/ I I I I II II PROFILE — ALIGNMENT C ,.-I P sated SCAT E: 1 = 20' H.), 1" = 5' (V.) ExaIRES 9 JRN 2004 SCANNEOMAR Z&20,1; vnuo uxucss ico c1,: l^Ila 1,I �?j y,.3 ✓I C'w 2,111. cn.nl In /yI ramp Ho ;11; ,11 I I I I RII C kl it I 1 '. h yyppgq 1s I I':1 I I 1 i 111 11 I 1 joll L I LLJ _ ° RECOMMENDED I O z FOR APPROVAL 0- \ M Y c0 BY Liz I + zI 000 LLJ m w z LLJ BY I 250 - z - - "' Z _ 25c J E- I LL_ ¢ ~' ¢ ✓ um ta, vi a v~i ¢. U G4 � � w No 24G _ -._ _ .. -_._ \ - ___._ - - -... _ _ -. _.. 240 �2 C�7 3 z \ 6 J o \ 0 ¢ 'D'_STA. 38+31 67. 3.24' RT. 'G' STA. 62 +74.92, 11:51' RT. - \ ° rn - 1 - 10 "x6" TEE (FL) r 1 - 6" G.V. (FLxMJ) 'D' STA. 37 +22.40, 8.31' LT. + �, 1- 22 -1/2' BEND (MJ) 1 - 5 -1/4' M.V.O. F.HI ASSY. \ BLOCK 11 Y 230 _ _ 1 _- TO" UNIV. FLG. A(APTE)__ - \ D3'.� -L CL 52 230 1 10'x4" REDUCER FL - �w 174.5 LF 10" D.I. CL. 52 'D' STA. 36 +88173, 4.91' LT. 3 1 4" G.V. FLxMJ '\ 1 - 10'x6" TEE (MJxFL) 1 10" G V. (FLxMJ) \ S T \ _ _ r 1- -9 G V FLxMJ) � .02 1014'. RT. 1 S -1 /4 M.V:O._ F.H. ASSY. _ STA 37 +49 C--) M RIM O 226 $1 T SS BLOCK M � •` \ \ PROPOSED GROUND: EXISTING GROUND C-� O Z m zza SOT \ 91.8 LF 10" 9 H N 55 x p L.� 8T3 \ D.I. - CL 52 w' p, v� � U _ ¢o o L� as a. - \ Q 0_1 W - _' c o \ \ 'D' STA 3 ,99 71 1042' RT. z co as S o,E \ \ BL 22 -1/2' BEND (MJ) a ... . ........ .... _.- - - BLOCK n ....._ .... _...- - - -- °5� M \O \ N; \ 42.3 LF 10" 210 D.I. _ CL. 52 v+i: 210 'D' STA 35+57.38, 10.42' RT. vd EL 38+00 \ 1 - 10 x6" TEE MJxFL) � B' STA. 13 +49.95, 23.58' RT. '0' STA. 34 +34.21, 828' RT. 200 'D' STA. 36+48.47, 9.20' RT. >O S 1n 1 - 6 G.V. (FLxMJ) S 1 - 10" TEE (FL) : SSMH NO 7 48° CF I�' \ 1 - 5-1/4" M.V.O. F:H. ASSY. 3 - 10" G.V. (FLxMJ) ..... - IEIM= 2078.83... 8npliCS \ . \ __...._. ._.._.._..BLOCK BLOCK \O' \ 'B' STA. 14 +73.26, 23.58' RT. ALLOW ENOUGH ROOM' FOR FUTURE CONNECTION 'D' STA. 33 +07.01, 23.58' LT. THROUGH 1.2 "x10" REDUCER (MJxFL). & 1:0" G.V. (FLxMJ) - 10' MIN. PRC ILE. - ALIGNMENTS'IYoQ - -- - - -- - - 1 - 10" 45' _.... - -- 'D' STA. 35 +79:48 0.42' RT. x ` SSMH NO 6 S \ \ ' BEND (MJ) SCALE � = 20' (H.), 1' = 5' (v.)... 48,• 'A' STA. 2 +19.03, 2.50' LT. BLOCK ,z +oc RIM = 208.00 <� � 124.9 LF 10" D.I. - CL. 52 123:3LF10 ° D.I. CL. - -. _ - aea _ - ... B' STA. 15 +55.60, 14.67' LT. I.E. = 199.33 '9" \ - - - -- 31.3 LF 10 "aI. - CL. 52 'C' STA. 22 +19.42, 0.57' LT. AL \ 271 LF 10" D.I. - CL 52 .97 LT SS NO ?11 y \ ST 8:05, 3 S,\ 5T w ,°n -; - -- . RIM = 181.88 0200 J e \ I E. H 174'.88 4 O ~ B; STA. 14 +95.39, 1.44' RT. ALIGNMENTS 'A'( 'C' AND 'D' ARE IDENTICAL _ I I - - -- - z q q q ¢ f IN THIS AREA EXCEPT STATION NUMBERS) 190 .... _. a a a n u 143.5 LF g" D STA. 32 +84.88 @E_ND (45' �} \ \ PVC S= 0.0200 0 a \ so .. BOCK ' 4 __.. o + w w f 'i PROPOSED GROUND D' S +28.41, 0.13' LT. + z \\ ¢ \ EXISTING GROUND �, p p - - -- - - -- RIM H -203.05- 48" IL 13 +59.95, 23 98SLT. _ " \ \ C' STA. 21 +52.07,22.50'LLT. 36 +00 U N I.E. 189.1 N VER_T._CROSS_(MJ) -. - " 1 10 - 0 34 +SSMH N0. D' S48. / PLUGS (MJ) 6> -'D' STA. 31 +52.OT, 2:50' LT. _ m _Z _ o 2 10" ,Q - SSMH NO. 10 48" w a TOP PLUG W 2" TAP AND MJ PLUG <F 'A' STA. 0 +16 23 2.50' LT. a a jp 1 - TEMP. 10" PLUG W/ 2" TAP & BLOW -OFF ASSY. RIM = 172.97 r- z 1 eo 8? \ C' STA. 20 +16 23 2.50' LT. RIM = 195.10 A - I.E. = 165.33 i0 _ 35 +0 x BLOCK !/C \ 'D' STA. 30 +16.23,.2.50' LT. \w� I.E. = 18624 v 03 ¢ m 'A' STA 2 +44.46 900' RT. Q \ 'TALBOT' STA. 121+79.33, 16.23' RT. 170 B' - STA 15 +41.45 9..20' -RT.. .. _ -- - 7425. _ -- - _ ... _ \ : \ _ ..SSMH N0. 9 4B" -i I.... - ... _. 170 C STA 22+32.23, 22.13' RT. \ RIM = 162.82 a D'STA. 32 +41.31, 9.76' LT. \ I.E. = 155.04 1 - 12" TEE (FL), 2 - 12" G.V. (FLxMJ) 1 - 12" SLEEVE, 1 - 12" VERT. CROSS 2 12" PLUGS. i TOP PLUG. z G W 27 TAP AND- _ 1 -TEMP 12" PLUG W/2" TAP &BLOW -OFF ASSY. � a CF _ z BLOCK iv 8" pPG -zoo? ¢ w a S EXIST. 12" ? -- - - � ° _ WATER w a m O - H W O W ~ 32 +00 160 __ -}�.. _ - 160 i (n Z O w f > W 0H2 O W. 34 +00 :2 33 +00 0 in > + Z Z 7 ., o M a° �hn z i c, .0 n i _ ri �b: :D��4 ru FY-AACIRRC]W !'PC1RI RTF INC` ¢ . N w V ¢ °la �...._ .._ B.O. V.ASSY.I.- U 1 ��V \1vWA5lUA. I' 1726. .I.. .. ., ____...�, ..._.. Z¢ p,.,. 1 0 RT. - OF q ` -i AUBURN WAYi N �' AUBURN, WASHINGTON 98002 �i °. A' STA Ot05 00 i19 0 ONE (253) 333 2200, ' FAX. (253) 333 -2206 00 00 ¢ Q 3- C' STA '19+95 00 1119 OOi RT! z II M IN THIS AREA (EXCEPT STATION NUMBERS) TALBOT' STA. 121+68.01 0 5. 0' RT.' o of 9F 132 8 N ALIGNMENTS B' AND D' ARE IDENTICAL 11 1'2 "NAPPING VALVE ( FLxMJ)• -. -� -- -- .c, �S�aNAL 'ENG\ iIl :a D ? L:RIN P1:SURV GNG ¢ 1 12 x12 WET TAPPING TEE MJxFL 0 ENGINEERING - SURVEYI W o P 1 " 20' H. 1 " - 5' v. 1 ERT. SCROSS (MJ) 30 +0o I c aclee ( ). C ) MJ nor Z w �I Ay _49-0-? SCALE: PROFiLE ALIGNMENT 'D' 1 12" v PRES Ile JANIZOO4 a . r. a I� I Il7 lun'a I I ai w � i L 1 II e r 6J lr i �.I . I / il 'i 'I .q . 4 i �I 9 t r tJ ' I [ti ,i II it I u 5 5 rl Ii, C1i 1 'i It I II FIe 1C +1 oEOIII I 1i11f,l1, I i i I I I i Ili I. i i�. �I� � I I 'i•� I C I I.., I' .'I II I II i., 'ill I I _. �I I I ��'. II I I �� i :. � I R a N � 3 ' Y g� 4 M IF N I£x Ha w O o m q c¢ J 2 y F U m W Sao O z U J v? Ul W � O � � � � a E-• � � cn W � C/0 � I U z w � o a �1 gQ ci € $ of a° o w' d'Q of �W H W as cE d 'E m �E 'c a' rn �I of a� am 230 U f- Z - 0o t W XISTING GROUND C3 z PROPOSED GROUND 00 \ O ¢ to \ ~z rn � 220 WATER CROSSING I.E. = 212.83 L SS [CROSSING I.E. = 213.12 210 ...230... F � Z � W z (7 7 J h - - - - SANITARY SEWER NOTES FINISHED CONNECTION TO EXISTING MAIN 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF 12 °x12" TAPPING TEE (MJxFL) EXISTING 12" D.I. _ -° - Z RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATION. WATER MAIN EXISTING 12" D.I. WATER MAIN o.W NEW 12" D.I. MAIN 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE 2101 - - - - .. ..- - .. - -. _. - _...__. .__... _..___.. ......_ .__. __ ___._ -. -._- _.. __.__ -__. _._ .._ _. ... - ______ .210. 4 :2 CONCRETE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS m CD BLOW-OFF -- BLOW -OFF ASSY. OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC \ n ¢ WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT. FIRE C) w. EXISTING GROUND " - WATER CROSSING ALE. CR ' x I2 DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE_ 3. ALL CONSTRUCTION SHALL BE ACCORDANCE WITH "STANDARD o m z .� PROPOSED GROUND 199.16 z SPECI ICA- O _- -. - - -- - - .. .. -_ TOP PLUG W /2" TAP & 2" PLUG (MJ) TIOidS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY o ¢ _ _ - WATER MAIN TAP TESTING I DETAIL WASH - X NTS _ NTS INGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, F Z LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 200.. -- -. - -.. _ -._ -_ -____ _._...__ ______ -- __ --- -_- _ -___ _-- _._ -._ -. _._.__._ ...__ ._...... ._._.... .__ _..- -. P0� - _ V 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OF..' -1 ^ DISTURBANCE. L SS CROSSING I - U 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NF ESSARY I.E. = 196.21 _ .. - -- SS CROSSING PERMITS PRIOR TO STARTING CONSTRUCTION_ (INSPECTION WILL BE WATER CROSSING _ -- -. - I.E. - 191.90 ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT I.E: = 195:99 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE - - - - - UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS ' - - - AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. o` 7. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY _ CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS 40 +00 41:00 42 +00 43 +00 DEPARTMENT SHALL TAKE PRECEDENCE OVERALL OTHER PLANS. PROFILE - ALIGNMENT'I'E' 9: A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER SCALE: 1 " _ 20' (r1) 1 ,. 5, .,.(V ).,. ICON STRDCTION IS N PROGRESS. I II I(yy- iQ9t)10 THE CQNTRACTOR:SHALL PROVIDE THE CITY OF RENTON 4YTH AN AS '-BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED I BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 230 U f- Z - 0o t W XISTING GROUND C3 z PROPOSED GROUND 00 \ O ¢ to \ ~z rn � 220 WATER CROSSING I.E. = 212.83 L SS [CROSSING I.E. = 213.12 210 f p I I11 , I. 4 � filer 1 ?I dvtP,t )6u 1''I, LI , I ' I I III II I I a, III I t� II I �I1 11 II . I i r �I III I I I I I I I BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT LINE CUT WITH SAW IN .A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX. PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15.. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED FOUN- DATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CON- STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF COVER SH.AI L BE 0900 OR DUCTILE IRON, CLASS 50. BYt�M✓ 2ffL AF BY AORROW- POBLETE, INC. 9AUBURN WAYf N. WASHINGTON 98002 2200; FAX:: (253) 33.3-2'206::, orporoted �. II c SCANk iIlYl I 1 1 uil � III I I ICI II I �,I I 1� I .I III 1 I thl r I EY} � Ir RY .I i1 III a�, ,III T ,, v .T... � I I,I I I I I I I I III . „r I.. II II I. LI II I ...230... F � Z � W z (7 7 J h - - - - - - 220 FINISHED CONNECTION TO EXISTING MAIN f p I I11 , I. 4 � filer 1 ?I dvtP,t )6u 1''I, LI , I ' I I III II I I a, III I t� II I �I1 11 II . I i r �I III I I I I I I I BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT LINE CUT WITH SAW IN .A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX. PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15.. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED FOUN- DATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CON- STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF COVER SH.AI L BE 0900 OR DUCTILE IRON, CLASS 50. BYt�M✓ 2ffL AF BY AORROW- POBLETE, INC. 9AUBURN WAYf N. WASHINGTON 98002 2200; FAX:: (253) 33.3-2'206::, orporoted �. II c SCANk iIlYl I 1 1 uil � III I I ICI II I �,I I 1� I .I III 1 I thl r I EY} � Ir RY .I i1 III a�, ,III T ,, v .T... � I I,I I I I I I I I III . „r I.. II II I. LI II I SUFFICIENT DISTANCE TO ALLOW FOR FINISHED CONNECTION TO EXISTING MAIN 12 °x12" TAPPING TEE (MJxFL) EXISTING 12" D.I. _ WATER MAIN EXISTING 12" D.I. WATER MAIN 12" GATE VALVE (FLxMJ) NEW 12" D.I. MAIN TEMPORARY TEMPORARY 12" I. PLUG (MJ) NEW 12" D. MAIN CONCRETE TAP & BLOCKING BLOW-OFF -- BLOW -OFF ASSY. CONCRETE BLOCKING • 12" D.I. SLEEVE I2 12" VERTICAL CROSS (MJ) 1'2" VERTICAL CROSS (MJ) - 12" PLUGS (MJ) 2 12"' PLUGS (MJ)' TOP PLUG W /2" TAP & 2" PLUG (MJ) TOP PLUG W/2" TAP & 2" PLUG (MJ) WATER MAIN TAP TESTING I DETAIL NTS NTS f p I I11 , I. 4 � filer 1 ?I dvtP,t )6u 1''I, LI , I ' I I III II I I a, III I t� II I �I1 11 II . I i r �I III I I I I I I I BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT LINE CUT WITH SAW IN .A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX. PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15.. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED FOUN- DATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CON- STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF COVER SH.AI L BE 0900 OR DUCTILE IRON, CLASS 50. BYt�M✓ 2ffL AF BY AORROW- POBLETE, INC. 9AUBURN WAYf N. WASHINGTON 98002 2200; FAX:: (253) 33.3-2'206::, orporoted �. II c SCANk iIlYl I 1 1 uil � III I I ICI II I �,I I 1� I .I III 1 I thl r I EY} � Ir RY .I i1 III a�, ,III T ,, v .T... � I I,I I I I I I I I III . „r I.. II II I. LI II I i R h I L CILv z i- o` W LiJ 0 a o� N [4 a Ln 0_� LTJ C) W w (L a- w z _j ��c i J.� , o E I 1, I � � <) Q •c tT ow W c� c) to of C) af Ml ct 0 <s I Wo a. Wl 0 a 0 a� o� U,, cfl o 0 L I 0 tt w �- cn w w 1 N Im w � of iy Lt L K7 i R h I L CILv z i- o` n, 0 a o� N [4 a Ln 0_� LTJ w W w (L a- ��c i a o E I �. E I � � <) Q •c tT ow „I c� i R h I z i- Ln 0_� LTJ I . I I I � � <) Q Z „I c) to of C) af Ml ct 0 <s I Wo a. Wl 0 a 0 a� o� U,, cfl o 0 L I 0 tt w �- cn w w 1 N Im of iy Lt L K7 i z i- Ln 0_� LTJ I . I I � � <) Q Z c) to of C) af Ml ct 0 <s Q Wo �u 0 wz o� U,, M w ,~l cn w w 1 �IU «I CL Cr K7 J . 0 z 'p' STA. 38 +31.67, 2.6)' RT. ! _ . _ - - .. _ `` •-- - ' °v -- 'G' STA. 62 +74.92, 11.51' RT. 1 - 10 "x6" TEE (FL) - 1 - 6" _G. V. (rLxMJ cow N00'59100 "E 665.47' !, 1 - 10" TEE (FL) R '' •y 1 - 10 UNIV. FLG. ADAPTER - - - 1 -..10"W REDUCER (FL) _.._- - - - _ _ ___ _ __ -_- -- _ - - - -- -- --------------- - - - - -- - 1 -_. 4" G.V. (FLxMJ) __ -- _�- _ -. -- - - - - -- - . 10"'- G.V. -- (FLxMJ) 1 -f IkOCK cS 1 � � ; • "� j i • ---- -. ; ; � 250 , . _ _ - - -- - _ `=�' ` (G1 2) __ � • � ' . ` ~ ' (G8) l05 I I i - -...__ _._ -4b-- 'D' STA. 38+ 29.3)v ,) i _ , l z x(18.6) RT. \ . F. H. N0. 6 1 ALIGNMENT RT. 4 - -�; UTILITIES EASEMENT (TYP.) - -- 4 " - - - - - - - - __ - -- L� FIRE LINE 4,. D.D.C. V. ASSY. FIRE SUPPRESSION ' ALIGNMENT G I (FIRE • - ---°- \` 272.5 LF 10'� D.I. CL. 52 A L- ::: - --- - -- _- - - - -- I G9l . ---- . 1. I ` I L� � I j - I / r 1P. 1. V. & F.D. C.'s PI.V. S & F.D.C.-S; S. QQ, RR & (BLDGS. TT & CG6) 1 r 0 1 I LJ 0 LJ I. 00 R r :i w -- I I - 2¢0 w I i 6-UNIT SPRINKLERED ? _ I I � -I (3) 1 -1 s 1 LDGS. T U, 1-1/2" SS. - (BLDGS. QQ, RR & SS, 1-1/2" SV S.) w I I 6- UNITS, S RINKLERED 6- UNITS, S RINKLERED j Z . I S ) 2Y1-1/2- W.M 'S ` CR _ " ' _ I � �� , _ M.F.F. 245.61 - 6- UNITS, SP RINKLERED or, 9 (BLDGS. UU & T, 1 -1/2 SVC .) 6_UNITS9 B.F.F. 235.61 M.F.F. = 248.69 M.F.F. 248.20 6- UNITS, S RINKLERED SPRINKLERED I ti B.F.F. - 238.69 B.F.F. 238.20 U) ) N - _ C.O., I.E.= - ,(Dole , 231.41 MAX. PVC ® 3.00% .0., I.E.= " PVC � 5.52 a -_ 6' - - - - - -- C.O., I.E.= 233.70 MAX. ` 234.49 MAX. - - - - - - - _ 235.48 MAX. 233.76 MAX. , N,. _ - �_[ �_ - - 230.71 MAX. i T. , -- ---�_" � 23 1 _ C � �_ _ D STA. 37+x- �3z(�•9.3), 1(1.1 1 _ '.) x(5.85)' RT. - _.. - C.o., I.E.- -,; 230.60 MAX. SSMH N0. 8 48 230 n _ ' 230.34 MAX. `y _ �1 1f?9-S 100.8 LF 8" PV 1 w - ( ) C - -.. .. _ RIM- _ �- 3-x(232.90) .--- -`1- -- 1, S- �(0.1779)(PUBLIC) I.E. = 22 (223.45)OUT �, 230 0 0 to RT. M.F.F. B.F.F. C.O., I.E.= _ - _ �.,.... i w 204.00 MAX. C. ., I.E.= r ~I -� 0 0390 MAX. ,ZI - � 40 +69.53, 7.00' LT. , ►�,; i I W ; _ I a >" TEE (FL) /� r�� .; �! i ! ' I i i �_ �._6" - VC 0 11.06 JNIV. FLG. ADAPTER j. i ! i i ! ,� -_1 .[: I T__I_L - -C_I�[ - I 1 �_I:_� -IJ_1 1 U 2.V. ( FLxMJ ) ck oc� " F.H. � �'. �� i � / 4 M. V.O . ASSY. ; I 1 403.67 MAX. /ERT. CROSS (FLxMJxMJXMJ) I I - - -- -- 0D S I � U'LUGS (MJ) o o W/2 "TAP & 2" PLUG (MJ) o 01 . . IGNMENT E o CKS rJ r4) 5 3/4 W. 4 'S 1 - (BLDGS. GG, !HH I .......................... ...... .............................. .........................L... ............. . .......................�....... .............. ......... ....•..... 'n.• . - .isr :. . ww "'I� - - - _ - --E�a}� - -- - / I It - w lb ROLL av \\ wo ao ao z GRAPHIC SCAI,11, 20 v 10 20 40 IN FEET 1 I inch = 20 ft BUILDING ERIMARY HYDRANT SECONDARY HY"ad ii • • NO. .0 141121 LL MM NN Ili AA m SS TT F �� _5- 2993/ °° - J G1 NO. 8 (54') NO. 8 (25') NO. 8 (78') NO. 7 (113') N0. 7 (4) N0. 7 (150') NO. 7 (95') NO. 6 (30') N0. 6 (57') NO. 6 (114') N0. 6 (67') NO. 6 (131') NO. 7 (111') NO. 9 (110') NO. 6 (248') NO. 7 (74') NO. 9 (196') NO. 6 (205) NO. 3 (274') N0. 7 (94') NO. 6 (200') N0. 4 (212') NO. 3 (241') NO. 5 (278') NO. 8 (170') NO. 6 (209') NO. 9 (241') NO. 6 (124) NO. 8 (128') NO. 9 (243') NO. 6 (154') NO. 8 (298') NO. 6 (94') NO. 8 (240') N0. 7 (62') NO. 8 (210') NO. 7 (77') NO. 5 (258') NO. 8 (205) NO. 4 (260') NO. 7 (131') N0. 5 (167') NO. 4 (198') NO. 8 (257') NO. 7 (205') NO. 7 (255') I... �,�,.,� � �.�. ,, �� • G3 -- - - -- ' RIM = x(217.65) _~ - - -• -- N0. 6 (62') NO. 7 (190') -A ,,I.E. = o:4. a (205... - J; (205.47)OUT ' 'D' STA. 35 +99.71, NO. 7 148 0.42' RT. G4 N0. 6 (15') ( ) I. _ ~� 1- 22-1/2' BEND ( J) N 0. 8 (287' ) - -�" -� - ----- - -- BLOCK (3) 3/4" W.M.'S �' f (BLDGS-1 JJ & KK, ;3/4" VCS.) - �. ________ G5 N0. 6 (52') N0. 7 (136') - 1 - - -- _ -- _ _- - - - -- N0. 5 (226 ) 5+ 79.x), R x 10 G6 NO. 6 (107') NO. 5 (162;) (_l SSMH 0. 61 48 210 NO. 7 (190) RIM _ (2 7.55) NO. 4 (254') I I.E. - � _ 19 .s7)IN AS -BUILT SET RECOMMENDED I.E. = ,�1 7.6 �00T _ UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. FOR APPROVAL III (3) 3 4 W.M. S " M.F.F. _ 216.32 - - ACTUAL LOCATION MAY VARY. BLDG . JJ & KK, 3/4" BY i SVCS. B.F.F. - 207.32 M. F. } = 215.88 I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT I KK► B.F.Fa = 206.88 _ COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING BY 210 CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS BY II V1 STA. 35+57-g,+1(.8), (9.3)' RT. DETERMINED B ME UNDER MY DIRECT SUPERVISION ON THIS 1 + 10"x6" TE (MJxFL) - DATE:_ 2 �'�-Z_ _ I 1 6" G.V. (FLxMJ) -- - - - - -- -__ . - I 1 �- 5 -1 4" M.V, .0. F.H. As Y. o; *- -C.0., LE.= - - N DALEY- MORROW--POBLETE INC. I / r . - - - �; 203.04 MAX. ��\ 0,q � , BLOCK- - o ' _ - -- �C, w�S j 726 AUBURN WAY N. C.O., I.E.= �F • y/ ON AUBURN, WASHINGTON 98002 202.61 MAX. -202.69 MAX. - - - - -- E. (253) 333 -2200; FAX: (253) ..33 -2206 6" PVC 0 13.16% 'D' STA. ^F,4(35+26.7), 44(0.3)' LT. - ..... I.: t...................................... ... 48."............................................................................:........................................................................................................................ ............................... 132 _ RIM - -�-�- +4(201.82) MATCH LINE TO SHEET 23 FIr i 1 ENGINEERING SURVEYING I.E. = (188.06)IN, (187.91)OUT - X00 NAL �-�G L LAND PLANNING - -- - inCOrpv, ot"o (FXPIRES 9 JAN 2006 ' L STAID NOT VALID UNLESS SGNED R DATED zo.2 FR189 SCANNED MAY 0 12006 -497 <S Zff3 lW) 2 4 r] 7 z I � h w � c M M L � EX. L�7 o a of N ° F.H. 'A' (289') N .9 70 W U a. CD LLJ a � NO. m, E \ o rn NO. c No. 1 (291') CO I � h w N' �I �I i 01 wr rn� i i i le �I OICL I I f m� ;I zl W e� M� a� M n n�o, ~I WI 0 0I T w O II N it p I r,..r I a:� Q •� `o NO. o0 a '- EX. F.H. 'B' (201') a of N ° F.H. 'A' (289') N .9 70 W EX. a. CD 'I-,c Q a � NO. m, E \ o rn NO. c No. 1 (291') CO a� N' �I �I i 01 wr rn� i i i le �I OICL I I f m� ;I zl W e� M� a� M n n�o, ~I WI 0 0I T w O II N it p I r,..r I a:� Q 1 (122') NO. 8 (188') EX. F.H. 'B' (201') a F.H. 'C' (267') EX. F.H. 'A' (289') EX. F.H. 'B' (189') EX. C_ CD 0 !- 8 (250') NO. C�q \ o rn NO. 7 (250') No. 1 (291') CO Z 0 Z) CD L^ (IJ aC 0 Z O Z C) z in w Cr_ Cry LJ Ey w Cr IMME ' J. 10 76 'V / 03 MATCH LINE Tq SHEET 22 � - -- (BLDGS. GG, HH � I 'D' STA. =�==T - ' (35 +26.7) '(0.3)' LT, .......................... ...... ..1;h- `........................,.... _ _ ............................. ..... rrxr. i ��. r:: ti.... ....rr .... .... „ _ ,. .. .. :: ,) . - _ -- ,. I. .................... H NO. s, as .................................... ............................... •t ...... oo �,� -- -- - - - - -- - ---- -- --� i I RIM - - �- �- �- _-- �•--•- (201.82) .................... ............................... .................................................. ............................... I.E. Z4�- *(188.06)1N, (187.91)OUT 200 200 200 - - -- i I ` =a'� N =- I 'B: STA. 13 +4q- s?(50.3), _ (24,9)' RT. T ATH ' i I D STA„ 34+ x(35.2), 7.6) RT. -- - --- -- - __ __ - (H I 1 - 10" TEE (FL) 0 MIN � M.Fk_ 9.52 } , _ M.F.F. 202.6k , 1 I I 3 - 10 G.V. (FLxMJ) R B IL ING I B.F.F. 193.6 i� _`�20 I I __- - - - - -' BLOCK - - - -- M.F.F. 203.10 B.F.F. 4 194.10 I- - M.F.F. 202.37 - ,B. TA. 14+73. 6, 23. 8, R T. U {� B.F.F. 193.37 D TA. 33 +07. 1, 23.8 LT. ,, o I I - EE,� -- L _ J __ _ 1 10" 45' _ - - -- - 'B' STA 16 +05.20, 23,59' RT. _._ - - I _)r� C. ., I.E.= a Z I .F. F. - 19 .5 _ �VIf��1. ,rJi -. F�._! +�► BEN (MJ) 89 89 MAX. 0 a -� _ - 3 .0. I.E _ _ I I 1 C.O. I.E 4.98 _ x. C- ---STA 2 +77.63,1 23.59' RT. ( BLO K ; 94 - - - -- _j 185.10 MAX. B.F•F. = 18 53 " 5� 'B', STA. 15 +83.45, 2.21' R I i - N d'` I : - - ,B, S A. - +f -�i .4)f p°10 ND (MJ ._ `� 'C' STA. 22 +55.8$, 2.21' R C. 0., LE.= 6 PVC 2.009 - 1 I - _ - . C. 0., I.E.= +�-9f� 16.5)' RT. OCK - 1 - 12" 45' BEND (MJ) --- - -1c. _ I _ _ 1 es.24 MAX ` - r 189.33 MAX. .......1..:..,: �. `,, F S_ C.0 I.E. OCK ' _ 3/4" 'S * ' { 1 00 (B DG. 3 4" SV S.�0 _19 _ _ __ I(BLDG. FF 4" VCS.) ® B ST 12+ 3.9, , 9.80' R-. - ---"_ 45' 'S `d. STA. 14 +95.39 1.44 RY \� \;� �� _ BEND MJ j r 1 „ �p `� ` `,�� . ;�. ao 18.6 LF 10 „ 80.2 L 10" B CK'� y-- --' 27f LF 10 1 > Er, STA. 32 +84.$8 1.44 LT. ��\` \` _ - o CL. 52 r „ D.I. CL. 52 D.I. 52 29.6 LF o 1 , = 10 45` AU ENTS 'B' AND 'D' `� �,.� \ry,. `,�� .�<> h� �' -' ALIG T 'B D.I. -- CL. 52 -- --- "B' TA ) S -->� 0(12 +15 8 1 8 r . SSMH NO. 3, 48" 1`.5~ F 12" �� ' �`�; BLOCK �;��" '��` \ \' \:` ' \;� \' _ - - O %'� ice ' - _ �. \ �. �. ' . \ , D.I. - V V2 I I M1 \ \ , �\ ` \ \��.�\ \•,� \�\\ \ \,` \�; `�,1�\'` '.�•�� \�.�� \i �• 1 `�\•. \- T.,- H f .1" - �„ RIM T8:3.94 1, 1 82.69) ALLOW ENO H ROOM F R C NNECTION ;� . \�` \.. \'� :; -,' ,:.....- - �- - (6) 3/4 S THRO GH 12 10 RE ©UC x •.. W.M. '' C,� COs .E.(MC) _*fi-(174.61) - -�I . s� l) ac 10 G.V. (FLxMJ) -- ' 10 MIN. .� , ,�\ ,, �.,� BLDGS. AA & B /4 CS.) STA. 12 +16.68, 12.49' RT. 3uc - \ 1 , } 1 - 10" 45' 134.7� 8" PVCS= 0. 4 BEND (MJ) -- i I BLOCK ---� � - (BLDG. CC, 3/4 VCS. _ §t.20 (3 3/4" .M.'S �',�� M.F.F. 1 I 11 B.F.F. 185.201 ---- if � _ _ (B G. DD, 3/4" SVCS. �•, CC `= - -- - --__ 187.1 T , t 00 � L -- 178.1 *B; TA. 13+4 .95, 5.00' R 1,90 DD r', D SOTA. 34+2 .34, 16.41 R . f:�.H 67.1 LF 8" PVC S= 4 ( ) (0. y 1 _-A 0" CROSS ( II - i - 10" 9070 END (MJ) r-, (PUBLIC) I ( ) I a .��. � -� ' � 2 - 10" PLUG (MJ) � ,�, 'B' ST 13+ 59.7), 24.8) .- BLO K _ � r� " f M.F.F. = 189.73 ,� Jam-_"`` 18Q •2 .3), 2.7 LT. 00 .- T P PLUG W/ 2 TAP AND MJ PLU D ST t - +06.0), 31.9) RT. 3 - - _� m `~-- B.F.F. = 180.73 (13.4)' LT. 1 - TEMP. 10 PLUG W/ 2 TAP & B OW -OF ASSY. SSMH NO. 4, 48" -� BOCK RIM 193.46) (B ) B STA. 1269.4-9(.3), 8.1) RT :20.7), 0.5 LT. 1 . 1 - 10 "x6" TEE (MJxFL) B' STA. 11+49.4, 0.3' LT. ), 4-4-4(4.7)' LT. ( M.F.F. = I. .(MC) = (184.fi6) M.F.F. 19 . " -I " 190 5 23 1 - 6 G.V. ( FLxMJ) r.. -_ _ SSMH NO. 2, 48 �H N0. 11, 48" I _ 188.86 B.F.F. = 186.23 M.F.F. 193.73 1 - 5 -1 RIM = 1?�63(172.50) M.F.F. 186.86 I gp /4 M.V.O. F.H. `�. cv o (182.19) B.F.F. = 177.86 B•F.F. = M.F.F. = 192.20 ' s, + - B.F.F. 184.73 BLOCK C.o., .E.= `n I.E. MC 166-e3 (164.50) - 176.57 MAX. J I.E.( MC) 173.54) , _ C. o.. I E,= 179.86 - B.F.F. = 1-83.20--1 00 - _ _ '173.68 AX._ `�7 C.O., 1.E._ ODD �_ .0., I.E.= 178.84 MAX. _ I , Z 173.85 MAX. ! i {3.57)' LT. {3.57)' LT. {3.57)' LT. 0. 10, 48" 94-(172.84) 4?_ 164.14) i _ 6 PVC 0 15.57% JC_ �: _ L_- - v C.O., I.E. -- , `---- --- -_ :4 •-,-I T F c� 181.88 MAX. $ PVC 0 14.91 % o � t GRAP111C c("AL 20 0 i0 20 40 IN FEET I inch = 20 fL BUILDING PROXIMITY TO FIRE HYDRANTS BUILDING PRIMARY HYDRAN T SECONDARY H)DRANT(S) AA NO. 9 (50') EX. F.H. 'A' (189') No. 8 (200') NO. 1 (246') BB NO. 9 (89') No. 8 (187') EX. F.H. 'A' (189') NO. 1 (197') EX. F.H. 'B' (277') CC NE EE FF GG HH NO. 9 (133') NO. 1 (54') NO. 9 (18') NO. 9 (23') N0. 8 (47') NO. 8 (81') NO. 1 (122') NO. 8 (188') EX. F.H. 'B' (201') EX. F.H. 'C' (267') EX. F.H. 'A' (289') EX. F.H. 'B' (189') EX. F.H. 'C' (214') NO. 9 (218 , ) NO. 8 (250') NO. 2 (283') NO. 8 (149') NO. 7 (250') No. 1 (291') NO. 8 (109') NO. 7 (218') NO. 1 (241') N0. 9 (110') NO. 1 (128') NO. 7 (189') NO. 3 (224') N0. 1 (87') NO. 3 (176') N0. 9 (178') L-��-�- L_L-_�� -1- - -- �`- N 0. 7 (227' ) - .. _ TA. 7+ .6D ITT. 170 , ' STA. 15 +41.14 9.20 RT. _ _ - - _ _ C `" 22 +32.23, 22.13 RT. -i 'b�TA. 32 +41.31, 9.76' LT. F (FL), 2 G.V. (FLxMJ) 170 1 - 12" SLEEVE, 1 -- 12" VERT. CROSS (MJI -- - = ( ��` �.-- 170 2 - 12 PLUGS MJ TOP PLUG W TAP ( ) /2 AND MJ PLUG 1 - TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY. BLOCK, SEE DETAIL, SHEET 23 --- -- --- -- _ ( 00 i4- 5(133.8) LF 8" PVC N _.._ - -- - - iC - S= W-14 4 3( 0.1031) - _~ n w - 0 W _ U U N 1 I I �J U �- - - - _. -- - -- __ B STA. 1 P 4 4 .�( r � 10 +15 �, _._ - - _._. _ _ __ . _ -- -._. ___ _ _ .� --- TAI.Bt�T STA: 11q+ 97.06 "`14.7' RT. �' "'` 'TALBOT' STA. ti _ --&(118+51.0). . 1 RT. �°'�' EXIST. SSMH __..._..�.__ - -- - - _.. 8" - -- ----- - � _ � SSMH N O 1, 4 x t -RIt� = - ('161.01 RIM = 41 (159.16) I.E.(N.W) -�(152.66!iN I.E. MC) - -1st (150.54` • I1 ^0 - `- "- I . E . (S) = (152.46 ', ()U T N00030'20 "E 663.33' -_ -- _ -- - -_.-- -3(182.1) LF 8" PVC S= x(0.0177) ___ -- - - -_ _ -- - - - -- _ - -__ 146.0 LF 8' PVC S= 4;- � h �7 60 . o 00 TALBOT ROAD S. 12 W 0 e-- 07 r N N 'B' STA_. 10 +444 - A 119-60 10.4)' RT. r N 12" W w_ _ 'A' STA: � +f?5.II0, 9.00' RT. � . - _ (5.5), 16" w - - `� - - 'C' STA. 19 +95.00o - 900' RT: w 'TALSO V TAT 118 +3Q,4 (:5); -4 &6)' RT.- G - 'D' STA. 29+95:00 -9.00' RT. G +----- 12"fW - -- WET-- TAPPO EE (MJFtj t i ALBOT' STA. 118 <9. 1 21:03' RT: 17 'TALBOT' STA. 121 +68.01, 5.00* LT. 0 1 - 10" TAPPING VALVE FLxMJ ( ) � X. C6 - __TYPE .1 1 - 12 "x12" WET TAPPING TEE (MJxFL �;0 - 1 - 10" SLEEVE (MJ) RIM = 158.95 1 -- 12" TAPPING VALVE (FLxMJ) EX. F.H. 'A' 1 - 10" VERT. CROSS (MJ) - I.E. 1 55:9 EX 12" t' EX. F.H. 8 ,f - 1 -12" SLEEVE (MJ) RETROFIT W 5" ; t' LOCK (SEE CONNECTION DETAIL, SHT. 30) I.E = 155.52 (EX. 1 g" P.I. E N IN E. ) ,�jRETROFIT W/5 " / _ ( I N.) (REMOVED) STORZ FITTINGS -- 1 - 12 VERT. CROSS (MJ) o- STORZ FITTINGS I.E. 155.52(155.42) (NEW 18" D.I. IN N.) BLOCK (SEE CONNECTION DETAIL, SHT. 30) I.E. = 155.48 (,EX. i&' v.i. UU i S.) ROLL 2 0.2 FR19�0 A STA. 2 +44.46, 9.00 RT. 1 - 12" TEE (FL), 2 - 12" G.V. (FLxMJ) 1 - 12" SLEEVE, 1 - 12" VERT. CROSS (MJ) 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG 10" D.I. - CL. 52 1 - TEMP 12 PLUG W/2 " TAP & BLOW -OFF ASSY. BLOCK 12" D.I. - CL. 52 - ALLOW ENOUGH ROOM FOR FUTURE CONNECTION THROUGH 04 12 "x10" REDUCER (MJxFL) `l & 10" G.V. (FLxMJ) - 10' MIN. U 1 - 10" VERT. CROSS (MJ) 0 2 - 10" PLUGS (MJ) t TOP PLUG W/ 2" TAP AND MJ PLUG N 1 - TEMP. 10" PLUG W /2" TAP & BLOW -OFF ASSY. TESTING DETAIL AT PHASING LIMIT BLOCK AS -BUILT SET NTS RECOMMENDED UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. FOR APPROVAL ACTUAL LOCATION MAY VARY. BY I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT BY COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS BY DETERMINED By ME O I�WER MY DIRECT SUPERVISION ON THIS DATE: 51412 12 D DALEY- MORROW- POBLETE, INC. S 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 ONE: (253) 333 -2200; FAX: (253) 333 -2206 13 2 f e. EN GMYEERII G SUF�'VEY sS\ � IIVG /01VA L E Ll LAND PLANNING _ _- _ inCOr'(JVrOtsd EXPIRES 9 JAN 2006 STAID NOT VAIA LANM 96NED ! DATED $CANNEO MAY 0 12006 A:qS - .�993�co a S. ,7S9a j5) Ir r 4 01 CAIpl) C)l 0 LJI 3 or I CL I ZIW 01 nl 01 0 ti w 1 .1---141 E] CL -i I Of I (Y A M>- UTILITY EASEMENT (TYP.) it, I 'i CL 0 3 (179') NO. 00 4mo NO. (IG Ld 3 (135') NO. E M. F. F. = 04.20 f95.20 CE E-4 111 F.H. 'E' (231') 01;-: z cfj 1 pq:30� C) RT. RT. c 0 Ld z 0 Z S=9.E)4132(0.0401)(PUBL E C) C) LL- EX. c 0 = 164.47 a' j < ILL IY 0 LE. r.l_ ci < 0 C) = 205.42 w B.F.F. = 196.00 = 160.10 (12" (r S.) (REMOVED) �(J BIF.F. = 196.32 I.E. = 160-08 (12" CPEP IN - w EX. F. H. B I-pi I.E. =-,159-9,3 (12"-CPEP OUT - N.) - ____RETROFIT W/5 0I STORZ FITTINGS 2 B 01 CAIpl) C)l 0 LJI 3 or I CL I ZIW 01 nl 01 0 ti w 1 .1---141 E] CL -i I Of I (Y A M>- UTILITY EASEMENT (TYP.) it, I 'i CL 0 3 (179') NO. 00 4mo NO. (IG 9) 3 (135') NO. E M. F. F. = 04.20 f95.20 CE E-4 LL) - F.H. 'E' (231') o z cfj 1 pq:30� EL RT. RT. c 0 00 I. z 0 Z S=9.E)4132(0.0401)(PUBL E C) C) E EX. c 0 = 164.47 a' j 01 CAIpl) C)l 0 LJI 3 or I CL I ZIW 01 nl 01 0 ti w 1 .1---141 E] CL -i I Of I (Y A M>- mmvr C.O. I.E.= 'o J L 200.1 MAX. MATCH LINE TO SHEET 25 1 '8 C-y o CO- I.E•' -r-ftrr-y R 55.7) LF 8' PV ..................................... . . ............... . PI .............. . ......................................................................... .......................................... 204M.-MAX .......... U ... ........... C.O., I.E.- -'6 PVC 0 7.60% 199-82 MAX. "C' STA. 1 994;(24+90.0), 0.41T. SSMH NO. 13, 48" r> �, '� RIM = X203.07) I.E.(MC) 49i?-(44(190.77) 0 PUBLIC ACCESS AND ... .......... ........... 1-1/2 Pit W.M. (LANDSCAPE, . ............ ........ ............... ...... ...... *...Svc . ........................................... . .................................... 17 (6) 3/4- W.M.'S 1H (E3LDGS. G & H, & REC. -SWIMMING POOL AND SP) 3/490 SVCS.) SHALL: BE CONNECTEI S NITAIRY SEWR 0 2, UTILITY EASEMENT (TYP.) it, I 'i C14 ul T- 3 (179') NO. Z NO. (IG "B' 3 (135') NO. 4 (193') M. F. F. = 04.20 f95.20 CE LL-I0 LL) - F.H. 'E' (231') o '133.5(134.5) cfj 1 STA. 15+64.78, C' STA. 22+42.14, Z RT. RT. B.F.F. = M.F.F. 205.52 00 I. z Z S=9.E)4132(0.0401)(PUBL C) C) o EX. V) 0 = 164.47 a' j < ILL IY 0 LE. r.l_ ci < 0 C) = 205.42 w B.F.F. = 196.00 = 160.10 (12" (r S.) (REMOVED) �(J BIF.F. = 196.32 I.E. = 160-08 (12" CPEP IN - w EX. F. H. B I-pi I.E. =-,159-9,3 (12"-CPEP mmvr C.O. I.E.= 'o J L 200.1 MAX. MATCH LINE TO SHEET 25 1 '8 C-y o CO- I.E•' -r-ftrr-y R 55.7) LF 8' PV ..................................... . . ............... . PI .............. . ......................................................................... .......................................... 204M.-MAX .......... U ... ........... C.O., I.E.- -'6 PVC 0 7.60% 199-82 MAX. "C' STA. 1 994;(24+90.0), 0.41T. SSMH NO. 13, 48" r> �, '� RIM = X203.07) I.E.(MC) 49i?-(44(190.77) 0 PUBLIC ACCESS AND ... .......... ........... 1-1/2 Pit W.M. (LANDSCAPE, . ............ ........ ............... ...... ...... *...Svc . ........................................... . .................................... 17 (6) 3/4- W.M.'S 1H (E3LDGS. G & H, & REC. -SWIMMING POOL AND SP) 3/490 SVCS.) SHALL: BE CONNECTEI S NITAIRY SEWR 0 2, 116 7 T. -E C.O., I.E.= 140 O EX. F.H. E 0. 78 MAX\ A '± T ' 1192.42 MAX, L B' STA. 18+08.72, 17 17.00' R T. �90 F. H. N0. 2 AUGNMENT PBO IM ...................... . .................................. . ............................... ............. ...................... ......... ..................... F MIN M.F I C::*C r. I T� ---I C.O., I.E.= � I -'. - 'B' STA 16+05-20�F23.59' RT. -, 191.76 MAX. I -- C.O., I.E.= 0 ) vV1 M M I f\j G 1-10 () L I C.O. --il94.98 MAX. SST A , 2+77.63,1 23.590 RT. 191.7 5* 'B' STA. 15+83.45, 2.21' 1 :--ND (MJ (s' ' ) 'C' STA. 22+55.88, 2.21 45- BEND (MJ) -OCK 1 -- 12 -FT-n- c.50&y1ry I.E. OCK 123.3 LF 12" D.I. CL. 52 L 31.3 C '52 A 27± LF PJ 10 co 15+61-74, 10.20' RT. CL. 52 8!� AND 22+39.18 11.89' RT. AUGNMtNb III! " A i2 x6 (MjxFQ 1 r," r- v f I "u. A 1�(5 F 12 ALLOW ENO H 1/4" M. . , � L �, -1 a- --� I - V.O� F.H. ASSY. 93 13 CKI THRO' `GH 12 1 I `' 6wr i Nil -4-G 4:3:3 0. c') P (0. 736) (PU13LIC 169.S(160.8) LF 8 PVC LF '2" D-1, CL . 52 [21 M. S 4 'B' ST 18+0 .7 5 00' RT. 6)- 3� '3/4 M BL�GS. A & B, M.F.F. 196.6 -J- - i "x E (FL) 3/4 S VCS.) B.F.F. 187.6 M.F.F. i (BLDG. DD 3, 0 .F. F. - 18 7.1 r: 1 - 12" UNIV. :L APTER 11 'PTA. 17428 49 23.58" RT. 189.15 1 E V. FL MJ) B.F.F. F. F.F. = 17 8.1 0 0 1 'C' STA. 2 �+04.�i - 8,28' LT. 9 80-15-/ 1 --�-j 0" IIIIIIII'El 11 - 5-1/4" M.V.O. M.V.0. Assy. 1 - 12" TE (FL) M.F.F. 196.75 M.F.F. 92-75- D CL 10 21 - 10" PL 1 12" VERT. CROSS (FLX JxMJxMJ) 12" G. FLxMJ), E LOCK B.F.F. 187.75 . -= I - 1* B.F.F. = 183.75 3 - 12- PLUGS (MJ) 'A' S TA. 1,7-%,\2+2C.3), 2.7' LT. 00 P PLUG V TOP PLUG W/2" TAP & 2- PLUG (MJ) 'B' STA. 15+55-.9, (13.4) LT. 1 - TEMP. 'B' S TA. � q-+ 16. (17 +19.1), 24. 0' LT. BOCK 3r- 2 BLOCKS 'C' STA. 22+19.4(20.7), 0.5' LT. 11 M.F.F. 'C' ST I. ��-(23+76.7), 32.3' LT. 0 191.45 'D' STA. :�2 I i 8 4(32+19.0), �"4.7)` LT. cy) 0 SSMH NO. 12, 48" . B.F.F. 182.45 M.F.F. = 193.45 SSMH NO. 11, 48" 0) P B.F.F. = 184.45 RIM =-19S.416(194.7 RIM =-I-�4-48(182.1 9) M.F.F. 186.86 III I.E.(MC) 1 5.38) co -190- C.O., I.E. B.F.F. 177.86 I E.(MC) 173.54) C-0 C-0-.-11E.= B 179.45 MAX. /173. 1 M MAX 8, 6" PVC 0 5.34% 0., I.E. C.O. I.E.= 00 173.85 MAX. 177.55 MAX. --- 6 15 PVC kI CID I n A' STA. 1 +5 2. £x(50-; 5), -z: _r9k3.57 T. 4 L PC' STA. 21+ 3.57)p LT. 180 D' STA. 31+5t',::�II941(50.45), P --5$(3 57) LT. ..SSMH NO. 10, 48" 4 ;Z::� Q:d RIM = 172.84) I.E.(MC) = 164.14) V 170 T- 2 BL EXISTING 10' SD ESkft. cq Ilk (P v �) I ; 'At 2-§G(2-2)' LT. ZC' STA. 20++6-2"-�(18.09), 72-4-f�G(2.2)' LT. �v 0 C14 'D' STA. 30++6-zFz-;(18.09), 24;9 (2.2)' LT. > 70 I 'TALBOT' STA. 121 X79, 03), I _j -4� 8.11- RT: co -SSMH NO. 9, 48" RIM = -462.6 (162.83) - ; .' D EXTEND PIPE AND RELOCATE 1. E. 134' CID EX. B. O. V. (m C) 155.88) C14 cq To E)(' EX. F. H. 'C', EXTEND PIPE AND RELOCATE TO BEHIND SIDEWALK PER CITY STDS. U- NOO*30'20*E 663.33 RETROFIT W/5 STORZ FITTINGS mmm L-7 ci JB 12pp-W 12*9 LLJ GRAPHIC SCALE 20 0 10 20 40 1 1 1 IN FEET I inch = 20 ft BUILDING PROXIMITY TO FIRE HYDEANTS BUILDING PRIMARY HYQ ANT 5EQO"DARY HYDRANTS) A NO. 2 (50') EX. F.H. 'E" (142') EX. F.H. 'C' (194') NO. 1 (218") EX. F.H. 'D` (240') NO. 3 (242') B NO. 2 (72') NO. 1 (166") NO. 3 (211') EX. F.H. 'C' (233') EX. F.H. 'E' (250') EX. F.H. 'B' (280") EX. F.H. 'D` (283') C NO. 2 (102') NO. 1 (104') EX. F.H. 'C' (169") N0. 3 (197') NO. 4 (292') EX. F.H. 'E' (294') D NO. 1 (41") N0. 2 (186') EX. F.H. 'B' (186) EX. F.H. 'C' (186') N0. 3 (239') E NO. 2 (18') EX. UTILITY EASEMENT (TYP.) it, I 'i C14 ul T- 3 (179') NO. 4 (227') NO. (IG "B' 3 (135') NO. 4 (193') M. F. F. = 04.20 f95.20 CE LL-I0 LL) - F.H. 'E' (231') 1234 69-64, '133.5(134.5) LF 8- PVC STA. 15+64.78, C' STA. 22+42.14, 17.00' 17.55 RT. RT. B.F.F. = M.F.F. 205.52 00 I. z S=9.E)4132(0.0401)(PUBL C) F.H. NO. 1 EX. CB - TYPE I RIM = 164.47 M.F.F. = 205.00 164 24-k LE. r.l_ ci < M�F.F. = 205.42 B.F.F. = 196.00 = 160.10 (12" CPEP IN - S.) (REMOVED) �(J BIF.F. = 196.32 I.E. = 160-08 (12" CPEP IN - 116 7 T. -E C.O., I.E.= 140 O EX. F.H. E 0. 78 MAX\ A '± T ' 1192.42 MAX, L B' STA. 18+08.72, 17 17.00' R T. �90 F. H. N0. 2 AUGNMENT PBO IM ...................... . .................................. . ............................... ............. ...................... ......... ..................... F MIN M.F I C::*C r. I T� ---I C.O., I.E.= � I -'. - 'B' STA 16+05-20�F23.59' RT. -, 191.76 MAX. I -- C.O., I.E.= 0 ) vV1 M M I f\j G 1-10 () L I C.O. --il94.98 MAX. SST A , 2+77.63,1 23.590 RT. 191.7 5* 'B' STA. 15+83.45, 2.21' 1 :--ND (MJ (s' ' ) 'C' STA. 22+55.88, 2.21 45- BEND (MJ) -OCK 1 -- 12 -FT-n- c.50&y1ry I.E. OCK 123.3 LF 12" D.I. CL. 52 L 31.3 C '52 A 27± LF PJ 10 co 15+61-74, 10.20' RT. CL. 52 8!� AND 22+39.18 11.89' RT. AUGNMtNb III! " A i2 x6 (MjxFQ 1 r," r- v f I "u. A 1�(5 F 12 ALLOW ENO H 1/4" M. . , � L �, -1 a- --� I - V.O� F.H. ASSY. 93 13 CKI THRO' `GH 12 1 I `' 6wr i Nil -4-G 4:3:3 0. c') P (0. 736) (PU13LIC 169.S(160.8) LF 8 PVC LF '2" D-1, CL . 52 [21 M. S 4 'B' ST 18+0 .7 5 00' RT. 6)- 3� '3/4 M BL�GS. A & B, M.F.F. 196.6 -J- - i "x E (FL) 3/4 S VCS.) B.F.F. 187.6 M.F.F. i (BLDG. DD 3, 0 .F. F. - 18 7.1 r: 1 - 12" UNIV. :L APTER 11 'PTA. 17428 49 23.58" RT. 189.15 1 E V. FL MJ) B.F.F. F. F.F. = 17 8.1 0 0 1 'C' STA. 2 �+04.�i - 8,28' LT. 9 80-15-/ 1 --�-j 0" IIIIIIII'El 11 - 5-1/4" M.V.O. M.V.0. Assy. 1 - 12" TE (FL) M.F.F. 196.75 M.F.F. 92-75- D CL 10 21 - 10" PL 1 12" VERT. CROSS (FLX JxMJxMJ) 12" G. FLxMJ), E LOCK B.F.F. 187.75 . -= I - 1* B.F.F. = 183.75 3 - 12- PLUGS (MJ) 'A' S TA. 1,7-%,\2+2C.3), 2.7' LT. 00 P PLUG V TOP PLUG W/2" TAP & 2- PLUG (MJ) 'B' STA. 15+55-.9, (13.4) LT. 1 - TEMP. 'B' S TA. � q-+ 16. (17 +19.1), 24. 0' LT. BOCK 3r- 2 BLOCKS 'C' STA. 22+19.4(20.7), 0.5' LT. 11 M.F.F. 'C' ST I. ��-(23+76.7), 32.3' LT. 0 191.45 'D' STA. :�2 I i 8 4(32+19.0), �"4.7)` LT. cy) 0 SSMH NO. 12, 48" . B.F.F. 182.45 M.F.F. = 193.45 SSMH NO. 11, 48" 0) P B.F.F. = 184.45 RIM =-19S.416(194.7 RIM =-I-�4-48(182.1 9) M.F.F. 186.86 III I.E.(MC) 1 5.38) co -190- C.O., I.E. B.F.F. 177.86 I E.(MC) 173.54) C-0 C-0-.-11E.= B 179.45 MAX. /173. 1 M MAX 8, 6" PVC 0 5.34% 0., I.E. C.O. I.E.= 00 173.85 MAX. 177.55 MAX. --- 6 15 PVC kI CID I n A' STA. 1 +5 2. £x(50-; 5), -z: _r9k3.57 T. 4 L PC' STA. 21+ 3.57)p LT. 180 D' STA. 31+5t',::�II941(50.45), P --5$(3 57) LT. ..SSMH NO. 10, 48" 4 ;Z::� Q:d RIM = 172.84) I.E.(MC) = 164.14) V 170 T- 2 BL EXISTING 10' SD ESkft. cq Ilk (P v �) I ; 'At 2-§G(2-2)' LT. ZC' STA. 20++6-2"-�(18.09), 72-4-f�G(2.2)' LT. �v 0 C14 'D' STA. 30++6-zFz-;(18.09), 24;9 (2.2)' LT. > 70 I 'TALBOT' STA. 121 X79, 03), I _j -4� 8.11- RT: co -SSMH NO. 9, 48" RIM = -462.6 (162.83) - ; .' D EXTEND PIPE AND RELOCATE 1. E. 134' CID EX. B. O. V. (m C) 155.88) C14 cq To E)(' EX. F. H. 'C', EXTEND PIPE AND RELOCATE TO BEHIND SIDEWALK PER CITY STDS. U- NOO*30'20*E 663.33 RETROFIT W/5 STORZ FITTINGS mmm L-7 ci JB 12pp-W 12*9 LLJ GRAPHIC SCALE 20 0 10 20 40 1 1 1 IN FEET I inch = 20 ft BUILDING PROXIMITY TO FIRE HYDEANTS BUILDING PRIMARY HYQ ANT 5EQO"DARY HYDRANTS) A NO. 2 (50') EX. F.H. 'E" (142') EX. F.H. 'C' (194') NO. 1 (218") EX. F.H. 'D` (240') NO. 3 (242') B NO. 2 (72') NO. 1 (166") NO. 3 (211') EX. F.H. 'C' (233') EX. F.H. 'E' (250') EX. F.H. 'B' (280") EX. F.H. 'D` (283') C NO. 2 (102') NO. 1 (104') EX. F.H. 'C' (169") N0. 3 (197') NO. 4 (292') EX. F.H. 'E' (294') D NO. 1 (41") N0. 2 (186') EX. F.H. 'B' (186) EX. F.H. 'C' (186') N0. 3 (239') E NO. 2 (18') EX. F.H. 'E' (140') NO. 3 (179') NO. 4 (227') NO. 1 (227') F NO. 2 (23') NO. 3 (135') NO. 4 (193') NO. 1 (200") EX. F.H. 'E' (231') G N0. 3 (52') NO. 1 (83') NO. 2 (110-) N0. 4 (163') NO. 8 (257') H NO. 3 (58') N0. 1 (82') NO. 2 (178') NO. 4 (201') NO. 8 (209') REC-BLDG NO. 3 (94 NO. 1 (120') NO. 8 (137') NO. 2 (230') NO. 4 (244') NO. 7 (285') NO. 9 (285') 5- 2993/0 AS-BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. RECOMMENDED ACTUAL LOCATION MAY VARY. FOR APPROVAL I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS-BUILT BY COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING BY CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY Mg OR UNDER MY f)IPPr'T CZ"D97MACIrw ON THIS By DATE e-% 0 W) `1 - 0 TALBOT V ROAD Zt. c4 'TALBOT' STA. 1234 69-64, 4.44' LT. 00 G -G- EX. CB - TYPE I RIM = 164.47 16 W CRA-TF-� 164 24-k LE. 156-2-' -- - 1699--W z I.E. = 160.10 (12" CPEP IN - S.) (REMOVED) I.E. = 160-08 (12" CPEP IN - Ln E.) 0 EX. F. H. B I-pi I.E. =-,159-9,3 (12"-CPEP OUT - N.) - ____RETROFIT W/5 STORZ FITTINGS 2 B ROLL 20,2 �R191 L. D DALEY-MORROW-POBLETE, INC. V1 A y 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 HONE: (253) 333-2200; FAX: (253) 333-2206 1325 ENGWYEERNG - SUIRVEYM ss�oNA L LAND PLANNNG incorporatiec� ' 9 JAN 2006 STAMP NOT VALID UNLESS SIGNED A DA TED -43 11 2"3/4:6) 0 L, SCAhNED MAY 0 12006 4 Z Q 7 C`t O O N Lli O 0 LLl �I LL. I w tJ 1 1 r Gs: •- NI i C, WI '7 a CL { I { �I a ZIW O{ PI O{ ~I W{ 4 a{ A i h PROXIMITY CILv TO FIRE HYDRANTS o� BUILDING P131MARY rn 'c �. SECONDARY 0 Q -o N J � Q 2 (114) NO. �% C 43 H w � W a � W ci car c kt c° ', E F.H. 'E' (221') c F.H. 'F' (249') 41=11 c vim+ a. 0 NI i C, WI '7 a CL { I { �I a ZIW O{ PI O{ ~I W{ 4 a{ A i h Ll1 Z ° ; �► orr LlJ Ll -' tt mmmin - -i 280 `-_ -- -- 270 - - N00.59'00"E 6►85.47' 'r___ -- r r r r 0 r r =100 1MMO r r r r r r 111111101 - �.. �. r r p r 'C' STA. 28 +07.25, 2.43' RT_ - - - - - -- - _ - -. -• -- _ . _ - -- _ __. ____ .. 'G' STA. 60 +02.43, 7.00' RT_ EXISTING; 20' UTILITY -� -- -_. - _ _ ._.___ ._. -__. _ _. _ - -- -- ._.__ -- .-- -__ -__ . -_ _ _. _ ._.___ -- _- - _ -__ -- -_ _ -.- _ __ 1 -- 10 TEE (FL) 2 - 10" G.V. (Fl xMJ) -- - ESM 1. (PUBLIC) 260 ` - I -�10" VERT. CROSS (FLxMJxMJxMJ ) 3 -- 10" PLUGS (MJ) -- -- -TOP PLUG W/2 "TAP & 2" PLUG (MJ) 2 - 8LOCKS- - - - - ------ 11 " A.R.V. ASSY. ' 00 ! I - - - - -- - - -- -- _ i cc r �r'rRvh. L ►� 1 Llv�fi q N 25`0 -� -- I (G J' ' - - ! G3 EXIST 12 DRISCOPIPE SD /- -- _ STA. 27 +(43- ►--1-�-)86.0, 2.4' RT. UTIL ' ! r 10,.x6„ TEE (FL) AU M ' 1 --- _ -B G.V. _ FLxM -J) GN ENT G ' ALIGNMENT 'J' ► - - - - - - -. - I 17 6 F 1 5-1/4" M. V.O. F.H. ASSY. I I L 10 D.I. CL. 52 rr „ 272.5 LF 10 D.I. - CL. 52 ` -- - - - - -.- _.._mac- ,______� t...- �w�- -• ----- --� r ------ ` 1 „ 2 - 0 UNIV. FLG. ADAPTER -- - C STA. 27 +x(84.06), - - - .__. 2 5(2019)' LT. F.H. NO. 5 - - - -_._�- �. "- G.�/(F�xrf►A,J,� - ---- - II --------- ,._. - --.. - w- ,.. --- -_ I I' - I I I BLOCKS I 2 !:S91 ! ! - I 4" D.D.C.V. ASSY , .4" IRE INE _ s] I I " SUPPRESSION � 10 FIRE EXt ST. ENER(,Y DISSIPATOR -� G7) 0 -die CB - TYPE II 4 0" �G2- - P.I.V.'S & F.D.C.'S RIM 236.5lJ I r i ( G I j , Y r - � . �.� 1 , � P.I.V. S & F.D.C. S VV, St_►LID LOCKING = LIE, !_ ' ) --- I BLDGS. Q, R & S (12•• DISCOPIPE IN E.) - E. 2 �0. C 5 \ 1 `" )LIT w. I --I - _ N E X I ST ti 5 tiH I - - i r.i 1--1/2 ,M. S 2. 2.1 1 j- IdLERED ( 6-UNITS, SPR NKLERED „ a M.F F. = 27.50 ,� (_ LDGS. T U, 1--1 /2 SVCS_ S URI �;C��PIPE ON E.) I ( I ! B.FIF. = 2 .37.50 Wi'C9oO INSIDE DROP I! I - i 'C' S A. (27 +13.6), - x(3.5)' LT, I.E.= 223.390?" OUT W � I -- - `� � SSMH NO. 116, 48" � t - i1 I rr 6 -UNITS �PRINKLERED W 6 Exl >T_ C.B - TYPE I RIM 234.4 „ ! PRINKLERE 2) (2) 1 -1/2 W.IM. S " 1 oo (BLDGS. UU & 1--1/2 c"RATE = 232.03 _/ I I �--� 6 UNITS, = , _ I.E.(MC) _ (224.09) I I.E. = 228.87 -� 6- -UNITS, PRINKLERED -- I (BLDGS. T & VJ, 1 -1/2 SVCS) 240- __ E� . A.R.V. AND - I ! > 3 1-1/21i W.M_' I ( UJ B. U_ V ASSY I I 1 ( ) S R & S, M.F.F. = 243.48 M.F.F. = 246.54 (BLDGS. Q," .r, B.F.F. = 233.4 . F F = 1 -1 /2 SVCS.) --� - EXISTING '15' SS ES T 8 B 236.54 ___.__ ♦ "A)C-j 23� t ~ p, 146 p, T I ! 1 EXIST. CR - TYP GRATE = 221'i1 _ I = 218.53 (12" CPEP IN - 218.3� (12" PVC OUT I ' EXISTING 10 SD ESM F. (PVT.) _ I rC.O., I.E.= 228.98 MAX. C. C.o., I. =� MAX_ 6" PVC 0 2.00% 26.63 MAX. 9�-6 ( 88.6) LF 8" PVC S= 260e 0.1951) .- 'C' STA. 26 +41+x(50.0), -14,98 19.4)' LT. F.H. NO. 4 'C' STA. + -( 6 +24.3), ' 6.8 ' LT. L u SSMH NO. 15, 48 RIM = (220.51 (N .E.(MC) = 206.81 MIF.F. = 223.77 ( P BF F. F. = 214. 77 M. .F. = 225.9 7 C.o., I.E.= B. F. = 216.9 212.87 MAX. 27 , r ? ? 6" PVC 0 9.917.0 c.o., 235.48 MAX. 2. M ,I 'C' STA. 27 +- x(14.72), x(5.85)' RT. - 1 - 10 22-1/2" BEND (MJ) BLOCK / M.F.F. 229.97 ! al B.F.F. _ . _ 'C' STA. 26 +48�.2 449.1), 1.44' 6:17(2.0' RT) - 220.97 yf 1 - 10 "x6" TEE (MJxFL) ALIGNMENT 'F' --- 6 G.V. (FLxMJ) o - I 5_1/4:w'-M.-v.-0. f!.H:- -ASSY. - - -- -- -- �N BLOCK 'C' � Q) , C STA. 26 +23.3, 2.5 RT. _ 1 - 10" 11 -1 BEND (MJ) - C.O. 233. 'D' S i ! N L0 .v CTRA I11C SCALE 20 0 » 20 40 ( IN FEET ) 1 inch - 20 ft BUILDING PROXIMITY TO FIRE HYDRANTS BUILDING P131MARY HYDRANT SECONDARY HYQRANT(S) J NO. 2 (114) NO. 4 (15 7 ) NO. 3 (189') a EX. F.H. 'E' (221') EX. F.H. 'F' (249') NO. 1 (297') CN CD 5 (298') K N0. 3 (89') NO. ,¢ NO. 2 (101') NO. 1 (227') O�uf (I- F.H. 'E' (233') Ll1 Z ° ; �► orr LlJ Ll -' tt mmmin - -i 280 `-_ -- -- 270 - - N00.59'00"E 6►85.47' 'r___ -- r r r r 0 r r =100 1MMO r r r r r r 111111101 - �.. �. r r p r 'C' STA. 28 +07.25, 2.43' RT_ - - - - - -- - _ - -. -• -- _ . _ - -- _ __. ____ .. 'G' STA. 60 +02.43, 7.00' RT_ EXISTING; 20' UTILITY -� -- -_. - _ _ ._.___ ._. -__. _ _. _ - -- -- ._.__ -- .-- -__ -__ . -_ _ _. _ ._.___ -- _- - _ -__ -- -_ _ -.- _ __ 1 -- 10 TEE (FL) 2 - 10" G.V. (Fl xMJ) -- - ESM 1. (PUBLIC) 260 ` - I -�10" VERT. CROSS (FLxMJxMJxMJ ) 3 -- 10" PLUGS (MJ) -- -- -TOP PLUG W/2 "TAP & 2" PLUG (MJ) 2 - 8LOCKS- - - - - ------ 11 " A.R.V. ASSY. ' 00 ! I - - - - -- - - -- -- _ i cc r �r'rRvh. L ►� 1 Llv�fi q N 25`0 -� -- I (G J' ' - - ! G3 EXIST 12 DRISCOPIPE SD /- -- _ STA. 27 +(43- ►--1-�-)86.0, 2.4' RT. UTIL ' ! r 10,.x6„ TEE (FL) AU M ' 1 --- _ -B G.V. _ FLxM -J) GN ENT G ' ALIGNMENT 'J' ► - - - - - - -. - I 17 6 F 1 5-1/4" M. V.O. F.H. ASSY. I I L 10 D.I. CL. 52 rr „ 272.5 LF 10 D.I. - CL. 52 ` -- - - - - -.- _.._mac- ,______� t...- �w�- -• ----- --� r ------ ` 1 „ 2 - 0 UNIV. FLG. ADAPTER -- - C STA. 27 +x(84.06), - - - .__. 2 5(2019)' LT. F.H. NO. 5 - - - -_._�- �. "- G.�/(F�xrf►A,J,� - ---- - II --------- ,._. - --.. - w- ,.. --- -_ I I' - I I I BLOCKS I 2 !:S91 ! ! - I 4" D.D.C.V. ASSY , .4" IRE INE _ s] I I " SUPPRESSION � 10 FIRE EXt ST. ENER(,Y DISSIPATOR -� G7) 0 -die CB - TYPE II 4 0" �G2- - P.I.V.'S & F.D.C.'S RIM 236.5lJ I r i ( G I j , Y r - � . �.� 1 , � P.I.V. S & F.D.C. S VV, St_►LID LOCKING = LIE, !_ ' ) --- I BLDGS. Q, R & S (12•• DISCOPIPE IN E.) - E. 2 �0. C 5 \ 1 `" )LIT w. I --I - _ N E X I ST ti 5 tiH I - - i r.i 1--1/2 ,M. S 2. 2.1 1 j- IdLERED ( 6-UNITS, SPR NKLERED „ a M.F F. = 27.50 ,� (_ LDGS. T U, 1--1 /2 SVCS_ S URI �;C��PIPE ON E.) I ( I ! B.FIF. = 2 .37.50 Wi'C9oO INSIDE DROP I! I - i 'C' S A. (27 +13.6), - x(3.5)' LT, I.E.= 223.390?" OUT W � I -- - `� � SSMH NO. 116, 48" � t - i1 I rr 6 -UNITS �PRINKLERED W 6 Exl >T_ C.B - TYPE I RIM 234.4 „ ! PRINKLERE 2) (2) 1 -1/2 W.IM. S " 1 oo (BLDGS. UU & 1--1/2 c"RATE = 232.03 _/ I I �--� 6 UNITS, = , _ I.E.(MC) _ (224.09) I I.E. = 228.87 -� 6- -UNITS, PRINKLERED -- I (BLDGS. T & VJ, 1 -1/2 SVCS) 240- __ E� . A.R.V. AND - I ! > 3 1-1/21i W.M_' I ( UJ B. U_ V ASSY I I 1 ( ) S R & S, M.F.F. = 243.48 M.F.F. = 246.54 (BLDGS. Q," .r, B.F.F. = 233.4 . F F = 1 -1 /2 SVCS.) --� - EXISTING '15' SS ES T 8 B 236.54 ___.__ ♦ "A)C-j 23� t ~ p, 146 p, T I ! 1 EXIST. CR - TYP GRATE = 221'i1 _ I = 218.53 (12" CPEP IN - 218.3� (12" PVC OUT I ' EXISTING 10 SD ESM F. (PVT.) _ I rC.O., I.E.= 228.98 MAX. C. C.o., I. =� MAX_ 6" PVC 0 2.00% 26.63 MAX. 9�-6 ( 88.6) LF 8" PVC S= 260e 0.1951) .- 'C' STA. 26 +41+x(50.0), -14,98 19.4)' LT. F.H. NO. 4 'C' STA. + -( 6 +24.3), ' 6.8 ' LT. L u SSMH NO. 15, 48 RIM = (220.51 (N .E.(MC) = 206.81 MIF.F. = 223.77 ( P BF F. F. = 214. 77 M. .F. = 225.9 7 C.o., I.E.= B. F. = 216.9 212.87 MAX. 27 , r ? ? 6" PVC 0 9.917.0 c.o., 235.48 MAX. 2. M ,I 'C' STA. 27 +- x(14.72), x(5.85)' RT. - 1 - 10 22-1/2" BEND (MJ) BLOCK / M.F.F. 229.97 ! al B.F.F. _ . _ 'C' STA. 26 +48�.2 449.1), 1.44' 6:17(2.0' RT) - 220.97 yf 1 - 10 "x6" TEE (MJxFL) ALIGNMENT 'F' --- 6 G.V. (FLxMJ) o - I 5_1/4:w'-M.-v.-0. f!.H:- -ASSY. - - -- -- -- �N BLOCK 'C' � Q) , C STA. 26 +23.3, 2.5 RT. _ 1 - 10" 11 -1 BEND (MJ) - C.O. 233. 'D' S i ! N L0 .v CTRA I11C SCALE 20 0 » 20 40 ( IN FEET ) 1 inch - 20 ft BUILDING PROXIMITY TO FIRE HYDRANTS BUILDING P131MARY HYDRANT SECONDARY HYQRANT(S) J NO. 2 (114) NO. 4 (15 7 ) NO. 3 (189') EX. F.H. 'E' (221') EX. F.H. 'F' (249') NO. 1 (297') NO. 5 (298') K N0. 3 (89') NO. 4 (109') NO. 2 (101') NO. 1 (227') EX. F.H. 'E' (233') EX. F.H. 'F' (246') NO. 5 (254') L NO. 4 (63') NO. 3 (60') NO. 5 (199') NO. 2 (208') NO. 1 (266') M NO. 4 (87') NO. 3 (111') NO. 5 (193') NO. 8 (207') NO. 7 (214') NO. 2 (265') N N0. 4 (110) EX. F.H. F (146') NO. 3 (197') NO. 5 (220') NO. 2 (235') N0. 4 (4') NO. 5 (128') P NO. 3 (153') EX. F.H. 'F' (216') NO. 2 (232 , ) Q N0. 5 (147') NO. 4 (163') 'F EX. F.H. (181') R N0. 5 (82') (00') N0. 3 ( 2 ) S NO. 5 (29') N0. 4 (60') NO. 3 (228') T N0. 5 (50') N0. 4 (86') NO. 6 (235') NO. 3 (233') NO. 7 (255') U NO 5 (108') N0. 4 (137') 6" PVC 2. 5% , ,_ F �' .: �- BLOCK " - ��_ "_. __- _ NO. 7 190' ' - - -- (4) 3/4 i W.M. N0. 6 175' I ~- _ 214.371 MAX. ~ (BLDGS. IA NO. 3 (290 ) a 220 _ „ ,�\ 3/4" SV S.) ' E X I> S -1 f -1 (2) 3,/4 . M S - RIM - ._' 1.89 �'" '� BLDGS. L, RIM G7 N0. 5 (106') N0. 6 (165') (BLDGS. f G N0. 4 195' I.E. - 215.31 (7) 3/4" W.M.'S a " svC�.) - - - - -- - - _ - - - - - -- ( ) I (BLDGS. N & P, 3/4" SVCS.) EXIST, C B TYPE I 'H` r u; - - -- - ---- i _- - -- G8 ALIGNMENT 1 - 1 VE T. ROSS '! NO. 5 (52) N0. 4 (147 ) GRATE = 210_Z5 ,� '. --+ - - - - - - - - -- , -� I S N0. 6 (223') ' - 'C' STA. 25 +73.36 10.75' LT. '• D" PLUGS '(MJ) I 1, I.E. = 207.03 (12' PVC IN - E ? I x(78.9) LF $ PVC '` - 206.75 (12" PVC OI�T - W) 1 - 10" 22 -1/2" S= x(0.0833) (PUBLIC) �4/ TOP LUG W,� 2>`' TAP AN J PLUG; 1. t, G9 N0. 5 (15') N0. 4 (143') v V -- BEND (MJ) - -. __ -. _ _ _ : � - - -T 1 - MP. 10" PLUG 2"JTAP & SLOW -OFF ASSY. r G W BLOCK ; �4j BLOC I I ,-+. _ G10 � M.F.F. 219.48 ! � `- N0. 5 (6 0') N0. 4 (19 4 ) -2� }► „ 'C' STAI 2 ±45.7)' - (0.2')L1?. { ICI 1 B.F.F. _ ! 210.48 i (6) 3/ W.M. S - - - - SSMH 0. 14 `- t ; r (BLDG J & K, RIM = PU 1.1C M.F.F. �= 221.48 " x(209.34) 6' _ 3/ SVCS.) � I i = ^ - ) B.F.F. I= 212.48 M.F.F. o - - I.E.(MC) 200.24 ( ; ° '` o ;, B.F.F. 2 i M.F.F. - 220.18 AS -BUILT SET ap I I 'C' STA. 25+ 19.89 10.75' LT. o i - 3 ' , B.F.F. 211.18 C.o., LE.- 1 12 "x8" TEE (MJxFL) �' � �'� 205.62 MAX. �' �' UNDERGROUND PIPE LOCATION A r�- - I � B SED ON SURFACE �o 1 (� ► „� I _ _ . I - _ _ CE FEATURES. RECOMMENDED I - G. V. FLxMJ I t ( ) �,1 c.o. LE.- -� - �- 1 -r�+ r,� �� J„T 1 T I -1 1 TT 1 :1J AL LOCATION MAY VARY. j " M.F.F. 215.17 I ,. - o -- - - - _,�,� - ACTUAL FOR APPROVAL - -- ! 1 - 12 D.I. SLEEVE I . 47,44. MAXI �� i - _ Q �- _ " B. F. F. _' 206.17 L rr a c.o., I.E.= E STA. 40 +69.53, 7.00 LT. , . :I I - - - -1 1 2 VERTry CROSS (MJ) ►n 6 PVC- $ 7.63% �L• ' . � Ce iC MAX. 9-0 „ ' �, �,: CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT BY �F - -- 1 - 8,.x6 TEE (FL) � �� r �.- .1 z 2 1 PLUGS (MJ) _ I [- 1[- Ian -T[�u I �. 1 - 8 UNIV. FLG. ADAPTER COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING TOP PLUG W/ 2" TAP.; AND MJ PLUG - - -' CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS BY ' 1 -- 6" G.V. (FLxMJ) 00 DETERMINED BY M OR UNDER MY DIRECT E STA. 40 +69,53, A., 1 -_- TEMP. 121 PLUG W/ 2 --_� ! f' 1 -- 5 -1 4" M.V.O. F.H. -.; SUPERVISION ON THIS M.F.F. 4 212.46 TAP & BLOW -OFFS ASSY, BLOCK 15.00 _ LT. !_ ,� / ASSY. ,T DATE: © 3 0�_ BY F.H. NO. 31 -- 8 VERT. CROSS (FLxMJxMJxMJ) B.F.F. ' 203.46 SEE DETAIL, SHEET 26 - - „ I - 079.2 LF 8" D. 1. - CL. 52 � � S - 8 PLUGS (MJ) �`• '! . � � � o TOP PLUG W 2 "TAP & �2" PLUG M o �- �-, - �_ LIGNMENT E o / G ( J) o DALEY- MORROW- POBLETE, INC. (K -+ -2 -- BLOCKS --- - - - -f- �C,w \ pl �'q 726 AUBURN WAY N. - -- `� A�_LOW ENOUGH ROOM FOR FUTURE CONNECTION •� �� C � ��F .sy f AUBURN, WASHINGTON 98002 11 Z „ir HONE: (253) 333 -2200; FAX: (253) 333 -2206 I 1 - T11RU& ..,H 12 "Y10" REDUCER (W l) -� 10' kAIN. , �-' DESIGN jYP) AS- BUILTS(T oo �z J _ -=_- � - I X C.O., LE.- ., 200.1 a Max. s � -- - 1 _ 1 1 I /2 W. M. MATCH LINE TO SHEET 24 c.o., I.E.= 13258 ...................... ................................... ...................... ......... ,; ....................... ............................... .................... ...... .202.89..MA►x �_+ X55.7) LF 8 PVC... (LANDSCAPE ...r' ,'''n► - .. ...... .. .......... ....... .� :....�, .. ............ ' ........... ............ ....... ....... . ............................... ...... f f ENGINEERING SURVEYING ..... <<� T - s {o.r7o -- - --- rC) _.�.� SvC:) .. .r.... ........ ................�,,;- ......... .......................... s� '�„ i...' 2 PLANNING c„ n%/f- �;� -_ :. - I E �� LAND PLAN -- - inOOrporoCm!d EXPIRES 9 ,IAN 2006 - - STAMP NOT VALM UNLESS 9GWD ! DATED w i i 2 0 ,2 FR192 a e, 29'9.3 r s q` 7)SCANNEC MAY 0 12006 Ll 0 L I !a i s m �I Z W 01 0, pq 4�0, OI �IU W� o a 1 a pf r a cn W n M 1 pN O N W C] E d 10" U.I. - CL. 52 1 - 10" VERT. CROSS (MJ) 2 - 10" PLUGS (MJ) TOP PLUG W/ 2" TAP AND MJ PLUG 1 - TEMP. 10" PLUG W/ 2" TAP & BLOW-OFF ASSY. BLOCK ALLOW ENOUGH ROOM FOR FUTURE CONNECTION THROUGH 12 "00" REDUCER (MJ) - 10' MIN. 'C' STA. 25+19.89, 10.75' LT. 1 - 12 "x8" TEE (MJxFL) 1 - 8" G.V. (FLxMJ) 1 - 12" D.I. SLEEVE 1 - 12" VERT. CROSS (MJ) 2 - 12" PLUGS (MJ) TOP PLUG W/ 2" TAP AND MJ PLUG 1 - TEMP. 12" PLUG W/ 2" TAP & BLOW -OFF ASSY. BLOCK 8" D.I. - CL. 52 U- 1-- z w z C� 12" D.I. - CL. 52 Q tA_ 230 TESTING DETAIL AT PHASING LIMIT Z / NTS rn to r r t- 1 i II 1 .. J 220 ~ EXIS-TINc4 GROUND - -_ -— w PROPOSED GROUND Q r I { I { 1 V) 1 v 'I Ni PROFILE - ALIGNMENT 'A' SCALE: 1 " = 20' (H.), 1 " == 5' (V.) ROLL oaq r +� L' U O H Q z- o cn a F-- z p W z S aZ �Q z O w 1'� U N 0 W- w Fes- w V) o 11 z w J .Q LL b z 00 N M N in CONC. WALL (DESIGN BY OTHERS) 200 V A STA. 2 +44.46, 9.00 RT. d 1so _. 'B' STA. 15 +41.45, 9.20' RT. r 'C' STA. 22 +32.23, 22.13' RT. 1 — 1 " T 'D' STA. 32 +41.31, 9.76' LT. 1 00 2 EE (FL), 2 12 G.V. (FLxMJ) 1 - 12" SLEEVE, 1 - 12" VERT. CROSS (MJ) / 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG - 1 - TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY.BLOCK- EXISTING; GROUND PROPOSED GROUND 180 0 W- - - - - - -- -- - - -- - �� 'A' STA. 1+542 -6: x(50.45), -z-5 3.57)' LT. 'C; STA. 21+52.9 .?(50.45), - x(3.57); LT. / 'd D STA. 31+c_;2_0 (50.45), �t3.57) LT. _ - 'A' STA. O +fit*- -P- 3(18.09), 2- 1�t; {2.2)' LT. SSMH NO. 10, 48" RIM '142- {172.84) 2 C' STA. 20 +1 -t (18.09), (2.2); LT. 'D STA. 30 +164 18.09), - ?(2.2) LT. I•E.(MC) _ {164.14 TALBOT . STA. 121+9-33 79.03), ,/ N��y, +f�-2,3 (18.11)' RT. SSMH NO. 9, 48" RIM = +-,- z(162.83) a I.E.(MC) _ X155.88) j {Oi, - 1 1 'A' STA. 2+19.03(20.30), SE4 {2.71)' LT. -'B' STA. 15 +4_t_9-ffl(55.88), ;- 4-j(13.42)' LT. -z-2.007 --''' F� - - - IC' STA. 22+ 1q_4L9(20.74), -5:: 0.45)' LT. EXIST. 12" " `j 'D' STA. 32+ x(19.04), -- {4.66)' LT. WATER ao 240.3 LF 12 SSMH NO. 11, 48" �;� - -- _ :.__. :_�.. ¢ - - - -- 5• D.I. — CL. 52 i RIM = +t -1 --F39 182.19) - � -= - I.E.(MC) = ! -x.4.8 173.54) U - 32.4> a 1 B.O.V. ASSY. 'A' STA. —0 +05.00, 9.00' RT. 'C' STA. 19 +95.00, 9.00' RT. 'D' STA. 29 +95.00, 9.00' RT. 'TALBOT' STA. 121 +68.01, 5.00' LT. 12 "x12" WET TAPPING TEE (MJxFL) 1 - 12" TAPPING VALVE (FLxMJ) 1 - 12" SLEEVE (MJ) 1 - 12" VERT. CROSS (MJ) BLOCK (SEE CONNECTION DETAIL, SHT. 30) 210 RECOMMENDED FOR APPROVAL BY BY BY WW, N- w z J Q O X F- z n f�- Q 2 0.2 PROFILE - ALIGNMENT 'A' SCALE: 1 " = 20' (H.), 1 " = 5' (V.) FR19�3. h) 00 2+ oo "?; «o! 180 170 s-29 93/8 160 w J U E-- Q s � s AS -BUILT SET UNDER6R(%ND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS —BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMIN fd U DER MY DIRECT SUPERVISION ON THIS M O DATE: �` _� C 1 - o DALEY - MORROW- POBLETE, INC. / 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200; FAX: (253) 333 -2206 Q z -o �f 0 ENGINEERING _ SURVEYING !S/ONA L ENS` ' ' LI LAND PLANNING �ncorporp�ed EP, �s 9 -JAN Zoos STAMP NOT VALID UNLESS SpGNED ! DATED o4lff 2ff3 /S < S- 2 9P3 /8 ) fb SCANNED MAY 0 12006 r N x d z , 8 N W Q 1 I 1 I 1 i i U ml 01 zi 01 �I of ml i 0 W 1 0 J 1• - C\1 Qc) CD N O m®® �,, F- ,J � m zw _ Lif Q z a S rr < o �► w Ly CL ct Ilmn to M to I 'A; STA. 2 +44.46, 9.00' RT. o B STA. 15 +41.45, 9.20' RT. n 'C' STA. 22 +32.23, 22.13' RT. 10) 'D' STA. 32 +41.31, 9.76' LT. M 1 - 12" TEE (FL), 2 - 12" G. V. (FLxMJ) 1 - 12" SLEEVE, 1 -- 12" VERT. CROSS (MJ) 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG U' 1 - TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY. BLOCK cv .'B' STA. 14 +73.26, 23.58' RT. - - -- - _A _.:fir ; - �,,� rn ,B. STA. 14 +95.39, 1.44, RT. 'p' STA. 33 +07.01, 23.58' LT. (' - ; „ , f+ w 0) � D STA. 32 +84.88, 1.44 LT. - 10 45 z 0 + 1 - 10 45 - J + u� BEND (MJ) _ - 123..3 L'- 10 I , BEND (MJ) BLOCK y' 0.1. - CL. BLOC = 00 V) r / ; -- j I I 1 1 51.3 LF -10" i I ? ALIGNMENTS '8' AND 'D' ARE IDENTICAL IN THIS AREA (EXCEPT STATION NUMBERS) V 'B' STA. 13 +49.95, 23.58' RT. 'D' STA. 34+34-21, 8.28' RT. 1 - 10" TEE (FL) 3 - 10" G.V. (FLxMJ) BLOCK 80.2 LF _ 10" D.I. - CL. 52 29.6 LF 10" D.I. - CL. 52 VC Cam- (0.0740 14 I n_ 'B' STA. 12 +43.94, 9.80' RT. i 1 - 10" 45' BEND (MJ) BLOCK 'Ct 35.1 LF 10" i ' ' Y D.I. - CL. 52 �`'�•�- EXISTING GR OU N D PROPOSED GROUND AS -BUILT GROUND 'B' STA. 12 +69.70, 5.00 � - """'_f --_-- N - - -- ---- -- - _.- ____�- --- -- -- ----- __-- �r - ---_ _--- _--- _-- _---- -- - - - - -- - - -- iii i B ' RT. r 10 "x6" TEE (MJxFL) 216.3 LF 10" =- „ ��.- ,�r- �- .-rT� 6" G.V. D.I. CL. 52 27± LF -'14.5 LF 12 D.I. -- CL. 52 �`��`,�� . I LPL \ \,<"\\X `,_�� \\, �" I '; ��..� � � �� _ FLxMJ 39 ._� 1 5-1/4" M.V.O. F.H. ASSY. i t--D.I. -- CL. S -- - - --- - ------ -- - -__ __ --_ - _ _. - - ; „ BLOCK 1 - 10 VERT. CROSS (MJ) ---- -- 182.08 2 - 10" PLUGS (MJ) ' C,r B STA. 13 +49.95, 5.00. RT. B STA. 12 +16.68, 12.49 RT. TOP PLUG W/ 2 TAP AND MJ PLUG 'D' STA. 34 +21.34, 16.41' RT. 1 - 10" 45' p + 1 -- TEMP. 10" PLUG W/ 2" TAP &BLOW -OFF ASSY. i 1 -- 10" 90' BEND (MJ) BEND (MJ) � S` � . '�. I u, BLOCK , B STA. 10 +04 00 10.00 RT. __.... 'B' STA. 13+59.95 {59.73), 2:3.98 23.77)' LT. _- BLOCK _ _ _ __. .. -- _ -.- - , BLOCK i !�! \ { , � - - B STA.' `�� -- - ---- --- - --� -_ - _ �r --.-- 1 `______- '\ _ { TALBOT STA. 118 +39.95, 4.00' RT. © ALLOW ENOUGH ROOM FOR FUTURE CONNECTION D STA. 34 +5- 85{6.00), X8{31.90) RT. (12 +15.8),x(1 8) RT. - - " " _�___ 0� .\ � -1 -=' -1 Z x10 WET TAPPING TEE (MJxFL) -- ---' 170 SSMH NO. 4, 48" SSMH NO. 3, 48" (PUBLIC) 1 - 10" TAPPING VALVE (FLxMJ) -- THROUGH 12 "x10" REDUCER (MJxFL) & 10" G.V. (FLxMJ) - 10' MIN. RIM _ RIM = -83-9 (182.69) {9 \ " 49S.19 193.46) 1 - 10 SLEEVE (MJ) I.E.(MC) = 1864(184.66) I.E. = 14S.E4{174.69)IN -- I.E.(MC) (174.54)OUT 1Q" VERT. CROSS (MJ) -~ BLOCK (SEE CONNECTION t � -- � _ V, SHIT. 30) a STA. _11+49.4, 0.3' LT. �--- ----- N' SSMH NO. 2, 48 "(PUBLIC) M W N o , 00 o � ,. « c6 RIM = - 1-x-3- 93(172.50) ; � OD: I.E.(MC) _ X164.50) j N 15+00 14+ �J() fs 'B' STA. 17 +28 -49, 23.58' RT. 'C' STA. 24 +04.81, 8.28' LT. 1 - 12" TEE (FL) 3 - 12" G.V. (FLxMJ) BLOCK 3 f 13 +00 12400 '8 Lac- ` - - --t 160 PROFILE - ALIGNMENT 'B' SCALE: 1 " _ 20 (H ., VC I i FXI �T. 12, .), 1 - 5 (V.) ALIGNMENTS 'B' AND 'C' ARE IDENTICAL IN THIS AREA (EXCEPT STATION NUMBERS) OD cv LO r- EXI'_-;TING GROUND - `- ►Q- PROPOSED GROUND " __ - - -. 8D.� t 12 - - - D.I. - CL. 52 - -- i -' 'B' STA. 15 +83.45, 2.21 RT. v ' AS -BUILT GROUND ' c _ _ - � i � -� _ � C STA. 22 +55.88, 2.21 RT. cr) r-- ._ (_ 2 45' BEND (MJ) ``" _ BLOCK Ln 190 - - -- , ' - `'` to ! B STA. 17 +28.49, 5.00 RT. I j !; 123.3 LF 1 '-'- D.I. - CL. 52 N --- - - -- + - -- --____ _ Q 'C' STA. 23 +92.34 16.41' LT. - ►� 1 -- 12" 90'' BEND (MJ) i D.I. - CL. 52 _ co -_ --� - _ 0 BLOCK 'B' STA. 18 +08.72, 5.00' RT. ;1 -- 12 "x6" TEE (FL) -_ - - - -- - - - -- - - -- - -_ - _..-_� _-_ i -- - - - - -- --- -- __ -_F. _ 1 - 12" UNIV. FLG. ADAPTER 'B' STA. 17+ 19.11 , ' -1-8 -�( ) 24.00 LT. � , n� ; I � 160 - f -- -- - - , -_ -� -- - ------ -_ - - -- !l - 6" G.V. (FLxMJ) 'C' STA. 23 +46- x(76.73), 3244432.29)' LT. a � o w�N wo n }. •� M o E_'.+ .E .7 E4 73 W LLJ as " - - 0. �C s o 1 n - - - - - --- 1 - 12" . VERT. CROSS ____ - - -- I oE -- 1 - -- 0736 Q c .E °' c I (FLxMJxMJxMJ) C, B STA. 16 +05.20, 23.59 RT. - w �3 - 12" PLUGS (MJ) `J iTOP PLUG W/2 TAP 1 - 12" 45' �' -- & 2" PLUG (MJ) -�.� . _, _ .- _ _ -.- _ _- - . _ . . -..- - - 4 BEND (MJ) 22.0 LF 12" 2 - BLOCKS -- -BLOCK D.I. -- CL. 52 1 'B' STA. 15 +61.74, 10.20' RT. - �- 'C' STA. 22 +39.18, 11.89' RT. ! f � ww 1" - 6" G.V. (FLxMJ) 16 +00 0 170 _ -- -. -_ -- - -- - -- - - - - - -- - -. _ _ _ _� _ - 1 - 5-1/4" M.V.O. F.H. ASSY. + - ---- _._---------- _--- -- BLOCK .- _ . _ - - - u? - -,-- -- - - -_ - - - - - -- - 'A' STA. 2+49 1�3 20.30), - P St + 2.71); LT. , v all 'C' STA. 22 ++x(20.74), -9-;:2 {0.45)' LT. `Q �+ �,;; _. 00 'D' STA. 32 +4 F. x(19.04), --� {4.66)' LT. I� ci SSMH NO. 11, 48" Un RIM = (182.19) °i I.E.(MC) - ;;z4- x(173.54) 18+00 17+ 00 PROFILE - ALIGNMENT 'B' _----SCALE: 1 " __ 20' (H.), I" = 5' W �j J 1• - C\1 Qc) CD N O m®® �,, F- ,J � m zw _ Lif Q z a S rr < o �► w Ly CL ct Ilmn to M to I 'A; STA. 2 +44.46, 9.00' RT. o B STA. 15 +41.45, 9.20' RT. n 'C' STA. 22 +32.23, 22.13' RT. 10) 'D' STA. 32 +41.31, 9.76' LT. M 1 - 12" TEE (FL), 2 - 12" G. V. (FLxMJ) 1 - 12" SLEEVE, 1 -- 12" VERT. CROSS (MJ) 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG U' 1 - TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY. BLOCK cv .'B' STA. 14 +73.26, 23.58' RT. - - -- - _A _.:fir ; - �,,� rn ,B. STA. 14 +95.39, 1.44, RT. 'p' STA. 33 +07.01, 23.58' LT. (' - ; „ , f+ w 0) � D STA. 32 +84.88, 1.44 LT. - 10 45 z 0 + 1 - 10 45 - J + u� BEND (MJ) _ - 123..3 L'- 10 I , BEND (MJ) BLOCK y' 0.1. - CL. BLOC = 00 V) r / ; -- j I I 1 1 51.3 LF -10" i I ? ALIGNMENTS '8' AND 'D' ARE IDENTICAL IN THIS AREA (EXCEPT STATION NUMBERS) V 'B' STA. 13 +49.95, 23.58' RT. 'D' STA. 34+34-21, 8.28' RT. 1 - 10" TEE (FL) 3 - 10" G.V. (FLxMJ) BLOCK 80.2 LF _ 10" D.I. - CL. 52 29.6 LF 10" D.I. - CL. 52 VC Cam- (0.0740 14 I n_ 'B' STA. 12 +43.94, 9.80' RT. i 1 - 10" 45' BEND (MJ) BLOCK 'Ct 35.1 LF 10" i ' ' Y D.I. - CL. 52 �`'�•�- EXISTING GR OU N D PROPOSED GROUND AS -BUILT GROUND 'B' STA. 12 +69.70, 5.00 � - """'_f --_-- N - - -- ---- -- - _.- ____�- --- -- -- ----- __-- �r - ---_ _--- _--- _-- _---- -- - - - - -- - - -- iii i B ' RT. r 10 "x6" TEE (MJxFL) 216.3 LF 10" =- „ ��.- ,�r- �- .-rT� 6" G.V. D.I. CL. 52 27± LF -'14.5 LF 12 D.I. -- CL. 52 �`��`,�� . I LPL \ \,<"\\X `,_�� \\, �" I '; ��..� � � �� _ FLxMJ 39 ._� 1 5-1/4" M.V.O. F.H. ASSY. i t--D.I. -- CL. S -- - - --- - ------ -- - -__ __ --_ - _ _. - - ; „ BLOCK 1 - 10 VERT. CROSS (MJ) ---- -- 182.08 2 - 10" PLUGS (MJ) ' C,r B STA. 13 +49.95, 5.00. RT. B STA. 12 +16.68, 12.49 RT. TOP PLUG W/ 2 TAP AND MJ PLUG 'D' STA. 34 +21.34, 16.41' RT. 1 - 10" 45' p + 1 -- TEMP. 10" PLUG W/ 2" TAP &BLOW -OFF ASSY. i 1 -- 10" 90' BEND (MJ) BEND (MJ) � S` � . '�. I u, BLOCK , B STA. 10 +04 00 10.00 RT. __.... 'B' STA. 13+59.95 {59.73), 2:3.98 23.77)' LT. _- BLOCK _ _ _ __. .. -- _ -.- - , BLOCK i !�! \ { , � - - B STA.' `�� -- - ---- --- - --� -_ - _ �r --.-- 1 `______- '\ _ { TALBOT STA. 118 +39.95, 4.00' RT. © ALLOW ENOUGH ROOM FOR FUTURE CONNECTION D STA. 34 +5- 85{6.00), X8{31.90) RT. (12 +15.8),x(1 8) RT. - - " " _�___ 0� .\ � -1 -=' -1 Z x10 WET TAPPING TEE (MJxFL) -- ---' 170 SSMH NO. 4, 48" SSMH NO. 3, 48" (PUBLIC) 1 - 10" TAPPING VALVE (FLxMJ) -- THROUGH 12 "x10" REDUCER (MJxFL) & 10" G.V. (FLxMJ) - 10' MIN. RIM _ RIM = -83-9 (182.69) {9 \ " 49S.19 193.46) 1 - 10 SLEEVE (MJ) I.E.(MC) = 1864(184.66) I.E. = 14S.E4{174.69)IN -- I.E.(MC) (174.54)OUT 1Q" VERT. CROSS (MJ) -~ BLOCK (SEE CONNECTION t � -- � _ V, SHIT. 30) a STA. _11+49.4, 0.3' LT. �--- ----- N' SSMH NO. 2, 48 "(PUBLIC) M W N o , 00 o � ,. « c6 RIM = - 1-x-3- 93(172.50) ; � OD: I.E.(MC) _ X164.50) j N 15+00 14+ �J() fs 'B' STA. 17 +28 -49, 23.58' RT. 'C' STA. 24 +04.81, 8.28' LT. 1 - 12" TEE (FL) 3 - 12" G.V. (FLxMJ) BLOCK 3 f 13 +00 12400 '8 Lac- ` - - --t 160 PROFILE - ALIGNMENT 'B' SCALE: 1 " _ 20 (H ., VC I i FXI �T. 12, .), 1 - 5 (V.) ALIGNMENTS 'B' AND 'C' ARE IDENTICAL IN THIS AREA (EXCEPT STATION NUMBERS) OD cv LO r- EXI'_-;TING GROUND - `- ►Q- PROPOSED GROUND " __ - - -. 8D.� t 12 - - - D.I. - CL. 52 - -- i -' 'B' STA. 15 +83.45, 2.21 RT. v ' AS -BUILT GROUND ' c _ _ - � i � -� _ � C STA. 22 +55.88, 2.21 RT. cr) r-- ._ (_ 2 45' BEND (MJ) ``" _ BLOCK Ln 190 - - -- , ' - `'` to ! B STA. 17 +28.49, 5.00 RT. I j !; 123.3 LF 1 '-'- D.I. - CL. 52 N --- - - -- + - -- --____ _ Q 'C' STA. 23 +92.34 16.41' LT. - ►� 1 -- 12" 90'' BEND (MJ) i D.I. - CL. 52 _ co -_ --� - _ 0 BLOCK 'B' STA. 18 +08.72, 5.00' RT. ;1 -- 12 "x6" TEE (FL) -_ - - - -- - - - -- - - -- - -_ - _..-_� _-_ i -- - - - - -- --- -- __ -_F. _ 1 - 12" UNIV. FLG. ADAPTER 'B' STA. 17+ 19.11 , ' -1-8 -�( ) 24.00 LT. � , n� ; I � 160 - f -- -- - - , -_ -� -- - ------ -_ - - -- !l - 6" G.V. (FLxMJ) 'C' STA. 23 +46- x(76.73), 3244432.29)' LT. a .I- w�N wo n }. •� Q o E_'.+ .E .7 E4 73 W w as " - - 0. �C s o 1 n - - - - - --- 1 - 12" . VERT. CROSS ____ - - -- I oE -- 1 - -- 0736 c .E °' c I (FLxMJxMJxMJ) L Ca J 1• - C\1 Qc) CD N O m®® �,, F- ,J � m zw _ Lif Q z a S rr < o �► w Ly CL ct Ilmn to M to I 'A; STA. 2 +44.46, 9.00' RT. o B STA. 15 +41.45, 9.20' RT. n 'C' STA. 22 +32.23, 22.13' RT. 10) 'D' STA. 32 +41.31, 9.76' LT. M 1 - 12" TEE (FL), 2 - 12" G. V. (FLxMJ) 1 - 12" SLEEVE, 1 -- 12" VERT. CROSS (MJ) 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG U' 1 - TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY. BLOCK cv .'B' STA. 14 +73.26, 23.58' RT. - - -- - _A _.:fir ; - �,,� rn ,B. STA. 14 +95.39, 1.44, RT. 'p' STA. 33 +07.01, 23.58' LT. (' - ; „ , f+ w 0) � D STA. 32 +84.88, 1.44 LT. - 10 45 z 0 + 1 - 10 45 - J + u� BEND (MJ) _ - 123..3 L'- 10 I , BEND (MJ) BLOCK y' 0.1. - CL. BLOC = 00 V) r / ; -- j I I 1 1 51.3 LF -10" i I ? ALIGNMENTS '8' AND 'D' ARE IDENTICAL IN THIS AREA (EXCEPT STATION NUMBERS) V 'B' STA. 13 +49.95, 23.58' RT. 'D' STA. 34+34-21, 8.28' RT. 1 - 10" TEE (FL) 3 - 10" G.V. (FLxMJ) BLOCK 80.2 LF _ 10" D.I. - CL. 52 29.6 LF 10" D.I. - CL. 52 VC Cam- (0.0740 14 I n_ 'B' STA. 12 +43.94, 9.80' RT. i 1 - 10" 45' BEND (MJ) BLOCK 'Ct 35.1 LF 10" i ' ' Y D.I. - CL. 52 �`'�•�- EXISTING GR OU N D PROPOSED GROUND AS -BUILT GROUND 'B' STA. 12 +69.70, 5.00 � - """'_f --_-- N - - -- ---- -- - _.- ____�- --- -- -- ----- __-- �r - ---_ _--- _--- _-- _---- -- - - - - -- - - -- iii i B ' RT. r 10 "x6" TEE (MJxFL) 216.3 LF 10" =- „ ��.- ,�r- �- .-rT� 6" G.V. D.I. CL. 52 27± LF -'14.5 LF 12 D.I. -- CL. 52 �`��`,�� . I LPL \ \,<"\\X `,_�� \\, �" I '; ��..� � � �� _ FLxMJ 39 ._� 1 5-1/4" M.V.O. F.H. ASSY. i t--D.I. -- CL. S -- - - --- - ------ -- - -__ __ --_ - _ _. - - ; „ BLOCK 1 - 10 VERT. CROSS (MJ) ---- -- 182.08 2 - 10" PLUGS (MJ) ' C,r B STA. 13 +49.95, 5.00. RT. B STA. 12 +16.68, 12.49 RT. TOP PLUG W/ 2 TAP AND MJ PLUG 'D' STA. 34 +21.34, 16.41' RT. 1 - 10" 45' p + 1 -- TEMP. 10" PLUG W/ 2" TAP &BLOW -OFF ASSY. i 1 -- 10" 90' BEND (MJ) BEND (MJ) � S` � . '�. I u, BLOCK , B STA. 10 +04 00 10.00 RT. __.... 'B' STA. 13+59.95 {59.73), 2:3.98 23.77)' LT. _- BLOCK _ _ _ __. .. -- _ -.- - , BLOCK i !�! \ { , � - - B STA.' `�� -- - ---- --- - --� -_ - _ �r --.-- 1 `______- '\ _ { TALBOT STA. 118 +39.95, 4.00' RT. © ALLOW ENOUGH ROOM FOR FUTURE CONNECTION D STA. 34 +5- 85{6.00), X8{31.90) RT. (12 +15.8),x(1 8) RT. - - " " _�___ 0� .\ � -1 -=' -1 Z x10 WET TAPPING TEE (MJxFL) -- ---' 170 SSMH NO. 4, 48" SSMH NO. 3, 48" (PUBLIC) 1 - 10" TAPPING VALVE (FLxMJ) -- THROUGH 12 "x10" REDUCER (MJxFL) & 10" G.V. (FLxMJ) - 10' MIN. RIM _ RIM = -83-9 (182.69) {9 \ " 49S.19 193.46) 1 - 10 SLEEVE (MJ) I.E.(MC) = 1864(184.66) I.E. = 14S.E4{174.69)IN -- I.E.(MC) (174.54)OUT 1Q" VERT. CROSS (MJ) -~ BLOCK (SEE CONNECTION t � -- � _ V, SHIT. 30) a STA. _11+49.4, 0.3' LT. �--- ----- N' SSMH NO. 2, 48 "(PUBLIC) M W N o , 00 o � ,. « c6 RIM = - 1-x-3- 93(172.50) ; � OD: I.E.(MC) _ X164.50) j N 15+00 14+ �J() fs 'B' STA. 17 +28 -49, 23.58' RT. 'C' STA. 24 +04.81, 8.28' LT. 1 - 12" TEE (FL) 3 - 12" G.V. (FLxMJ) BLOCK 3 f 13 +00 12400 '8 Lac- ` - - --t 160 PROFILE - ALIGNMENT 'B' SCALE: 1 " _ 20 (H ., VC I i FXI �T. 12, .), 1 - 5 (V.) ALIGNMENTS 'B' AND 'C' ARE IDENTICAL IN THIS AREA (EXCEPT STATION NUMBERS) OD cv LO r- EXI'_-;TING GROUND - `- ►Q- PROPOSED GROUND " __ - - -. 8D.� t 12 - - - D.I. - CL. 52 - -- i -' 'B' STA. 15 +83.45, 2.21 RT. v ' AS -BUILT GROUND ' c _ _ - � i � -� _ � C STA. 22 +55.88, 2.21 RT. cr) r-- ._ (_ 2 45' BEND (MJ) ``" _ BLOCK Ln 190 - - -- , ' - `'` to ! B STA. 17 +28.49, 5.00 RT. I j !; 123.3 LF 1 '-'- D.I. - CL. 52 N --- - - -- + - -- --____ _ Q 'C' STA. 23 +92.34 16.41' LT. - ►� 1 -- 12" 90'' BEND (MJ) i D.I. - CL. 52 _ co -_ --� - _ 0 BLOCK 'B' STA. 18 +08.72, 5.00' RT. ;1 -- 12 "x6" TEE (FL) -_ - - - -- - - - -- - - -- - -_ - _..-_� _-_ i -- - - - - -- --- -- __ -_F. _ 1 - 12" UNIV. FLG. ADAPTER 'B' STA. 17+ 19.11 , ' -1-8 -�( ) 24.00 LT. � , n� ; I � 160 - f -- -- - - , -_ -� -- - ------ -_ - - -- !l - 6" G.V. (FLxMJ) 'C' STA. 23 +46- x(76.73), 3244432.29)' LT. a 1 - 5-1/4" M. V.0. SSMH NO. 12, 48" pvc S- F.H. ASSY. ; RIM = a- 93.;16(194.78) ' 4- " - - 0. s 1 n - - - - - --- 1 - 12" . VERT. CROSS ____ - - -- I I.E.(MC) = F6. x-4(185.38) -- 1 - -- 0736 I (FLxMJxMJxMJ) B STA. 16 +05.20, 23.59 RT. - �3 - 12" PLUGS (MJ) 'C' STA. 22 +77.63, 23.59' RT. iTOP PLUG W/2 TAP 1 - 12" 45' �' -- & 2" PLUG (MJ) -�.� . _, _ .- _ _ -.- _ _- - . _ . . -..- - - 4 BEND (MJ) 22.0 LF 12" 2 - BLOCKS -- -BLOCK D.I. -- CL. 52 1 'B' STA. 15 +61.74, 10.20' RT. - �- 'C' STA. 22 +39.18, 11.89' RT. ! f 1 -- 12 "x6" TEE (MJxFL) 1" - 6" G.V. (FLxMJ) 16 +00 0 170 _ -- -. -_ -- - -- - -- - - - - - -- - -. _ _ _ _� _ - 1 - 5-1/4" M.V.O. F.H. ASSY. + - ---- _._---------- _--- -- BLOCK .- _ . _ - - - u? - -,-- -- - - -_ - - - - - -- - 'A' STA. 2+49 1�3 20.30), - P St + 2.71); LT. , v 'B' STA. 15+x- 1+(55.88), -i-�+- (13.42) LT. 'C' STA. 22 ++x(20.74), -9-;:2 {0.45)' LT. `Q �+ �,;; _. 00 'D' STA. 32 +4 F. x(19.04), --� {4.66)' LT. ci SSMH NO. 11, 48" Un RIM = (182.19) °i I.E.(MC) - ;;z4- x(173.54) 18+00 17+ 00 PROFILE - ALIGNMENT 'B' _----SCALE: 1 " __ 20' (H.), I" = 5' ROLL 2 0.2 FR194 N rn L0z 16 J U Q f-- V) 2 L-04 z m z J �Q N n i yv I r- R I 0.1 RECOMMENDED FOR APPROVAL BY BY BY B. 0. V. ASSY. E - -- - -_ +- -- - - __ _--- -- -- 150 'B' STA. _ 10 +15.2), 1.2' LT. j 'TALBOT' STA. 118 +51.0), 15.2' RT. SSMH NO. 1, 48" RIM = - 1§9.G4 159.16) I.E.(MC) -- 4994;2 (150.58) �a h ^I O to! OI OD to 11+00 10 +00 5.2993/9 AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED Y ME R UNDER MY DIRECT SUPERVISION ON THIS DATE:_�c_ � ��` of spy ..-A I Q �F 1325 AL EXPIRES 9 JAN 2006 STAMP NOT V" lM EM 9Q1E0 ! OA TED 7 DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 HONE: (253) 333 -2200; FAX: (253) 333 -2206 ENC*JEERING - BLNWEYING LAND PLANNING incorporated I '�-'• 2 rl.320 C. 5 2 s9,3; :3 ) SCANNED MAY 0 12006 Is 0 2 N I I I I �I z W 01 M nl °'I I 01 ch hlo, I I U �I 4 I Ll I o ;,� W Q I p I � L_ +-� 4 CLy / o� 0 0 Ef4 ' . = z U I w a. °- d -, w 2 C � �E _. - " 1 - 10 "x4" TEE (FL) mE z � r-- � 1 C al I •r r- w + aw o_ I o ;,� W Q I p I � z �- L _Z �I `t < z 0 r� z c_n C) W L, Q a 0 (-) L_j CJ Lij Ul z F- z w z 0 J d 'C' STA. 28 +07.25, 2.43' RT_ 'G' STA 60 +02.43. 7.00' RT - 10" TEE (FL) N 2 -- 10" G.V. (FLxMJ) o L` 1 - 10" VERT. CROSS (FLxMJxMJxMJ) + z -Vo 2 - 10" PLUGS (MJ) N TOP PLUG W 12" TAP & 2" PLUG (MJ) < z 2 - BLOCKS cn o' 'C' STA. 27 +86.0, 2.4' RT d 1 1 = 1O "x6" TEE (FL) / / a Q 1 6" G.V. (FLxMJ) ' . = z z 1 rCD d -, w 2 co _. - " 1 - 10 "x4" TEE (FL) N z � r-- � 1 1 -- 4" G.V. (FLxMJ) w + LY L lY M z �- L _Z �I `t < z 0 r� z c_n C) W L, Q a 0 (-) L_j CJ Lij Ul z F- z w z 0 J d 'C' STA. 28 +07.25, 2.43' RT_ 'G' STA 60 +02.43. 7.00' RT - 10" TEE (FL) N 2 -- 10" G.V. (FLxMJ) o L` 1 - 10" VERT. CROSS (FLxMJxMJxMJ) + z -Vo 2 - 10" PLUGS (MJ) N TOP PLUG W 12" TAP & 2" PLUG (MJ) < z 2 - BLOCKS cn o' 'C' STA. 27 +86.0, 2.4' RT D.I. CL. 52 zz , ,II , 'C' STA. 27+4;?- x-(14.72), 4-2(5.85) RT + 1 -- 10 22--1 /2. - ,/ - - - -- ;- ? N AS- -BUILT GROUND BEND (MJ) �, 0! -_ � BLOCK ; o d PROPOSED GROUND 230 10 to 4.x(67.0) LF 10 D.I. - CL. 52 t Q ~ EXI` T1 N .- M,-\ I 7 ��l ND _- 'C' STA. 27 +13.8), --e(3.5)' LT. C STA. 26 +48 49.1), 1.33 LT(2.0 RT) 10 "x6" TEE (MJxFL) 1 - 6" G.V. (FLxMJ) _ - - - -- - -- - _ - _ ,= r__ 1 - 5 -1/4" M.V.O. F.H. ASSY. BLOCK 'C' STA.' 26 +23.3, 2.5' RT. 25.75 LF 10" D.I. - CL. 52 1 - 10 11-1/49 220 _ __ - - - ._. -- . _ . _ - _ __ - - -. -BEND (MJ)- { BLOCK - --- rZ 00 54.15LF 10 D.I. - CL. 52 + -, N' �� Ir' STA 25 +73 3 - ---- ._-- .___._______ .. -- _• -_ -- , . 6, LT 75 . 10. N r r - ,i1 - 10" 22-1/2 BEND (MJ) I V) 53.5 LF 10" D,l.' - CL. 52 BLOCK CIS 1 �' 'C' STA. 25 +19.89, 10.75' LT. / I ON ON "x8" TEE (FL) 210 8 G.V. (FLxMJ) of to 220 SSMH N0. 16, 48" - - - -._ RIM =-2�- X3(234.24) DESIGN(TYP) J L AS- BUILT(TYP) 1 - 12 x10 REDUCER (FL) II a�� - i 27 +00 1 - 12" UNIV. FLG. ADAPTER �� - --1 Pvc 'C' STA. _ 26 +24.3), �- 3.x(6.8)' LT. - ( 8 SSMH NO. 15, 48 1 -- 10" UNIV. FLG. ADAPTER _ - ' � - �- B.g�LF Q$33� BLOCK hi �. •� - _ f 0. RIM = X220.51) /' cl I.E.(MC) 2 eH - 1-(206.81) I EXISTING GROUND PROPOSED GROUND 260 w 0 z 00 U N t~ d � (n __._ - -._ _ ._ -i 250 PROFILE - ALIGNMENT 'C' SCALE: 1 " = 20' (H.), III = 5' (V.) RECOMMENDED FOR APPROVAL BY BY BY 28+ o � z ,Q d � U 116.8 LF 12" D.I. - CL. 52 © U 'B' STA. 17 +28.49, 23.58' RT. oF- 200 200 r __ - -- - - - C STA. 24 +04.81, 8.28 , LT. - - Q 'B' STA. 16 +05.20, 23.59' RT. 1 - 12" TEE (FL) - __ .__.__._ ___ _•__ `C',�TA. 22 +x.63, 23.59' RT o z i3 - 12" G.V. (FLxMJ) Z w a� Lci UJ cv 1 - 12" 45' BLOCK `= z N I0 + + BEND (MJ) J 0 N LO N -- - - - - -- __..BLOCK .. -- --- --• - -- - - -- ? -+ N aD N o m 123.3 LF 12" D.I. - CL. 52 - r� n ( C) [.o N c.i � D.1`: - CL. 52 + z o� � _ 190 N w as af +- p�1 ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 2.0 LF 12 B' STA. -(17 +19.1), 24.0 LT. 1 IN THIS AREA (EXCEPT STATION NUMBERS) 14 V CL�� =, �� =��` -- O, *► I. - CL. 5 e� ��,�� , C �. 5 LF 12 D.I. CL. 52 STA. 231 -,.gin (23 +76.7). --+ y. r - - - --r - - - - -- -- -- ,'A' STA. 2 +44.46, 9.00+ RT. ^ .i 36�- x(32.3) LT _ 'C' STA. -R(25 +45.7), w - 200 0' SSMH " 4* -+%2)' LT. B STA. 15 +41.45, 9.20, RT. ; oo i - - _ N0. 12, 48 P� SSMH NO. 14, 48" 0 C STA. 22 +32.23, 22.13 RT. I I � „PVC `'" RIM = x{194.78) RIM = ) 'A' STA. - A- +-+€2(0 +18.1), z�'-°�(2.2)'LT. 'D' STA. 32 +41.31, 9.76' LT. ,rte �• �° i - LF 8 F _I_� _ I.E.(MC) = x+(185.38) �F - X209.34 - - I _ �- _ - 6O,8� -- 1 11 I.E.(MC) = - -- 200.24 1' a Ni 'C' STA. 20+1 (0 +18.1), 7-- L,(2.2)'LT 1 ., 12�� TEE (FL), 2.. 12" G.V. (FLxMJ) i ° , ��_ �1 1 - 12 SLEEVE, 1 - 12 VERT CROSS (MJ) � N' 'D' STA. 30+ 16.2 0+18.1), ?-- �{2.2)'LT. " 2 - 12 PLUGS (MJ), / N - ----1 - -_`. "- `?� 'TALBOT' STA. . ,- 121-1-79,©), �� TOP PLUG W 2 TAP AND MJ PLUG ___ -- �.dj ci« +;,o - 1-x(18.1)' RT. 1 -- TEMP 12 PLUG W/2 TAP 8c BLOW -OFF ASSY: �/ "� 402 C STA. �4�_ n 24 +90 z " A STA. _ 1 +50.5 BLOCK, c�_Q.Q ( .0).- �-�(0.4) LT. < SSMH NO. 9, 48 - +-�z� -4{ )► -2- �'(3.fi)� LT- SSMH N0. 13 4$" 'C' STA. 21+52.1, I - ► -��, -c ; , ` -�- r, -- --cr -- RIM - x(162.83) 2.5 LT. ,�, , RIM -- - x{203.07) m - I. E. (MC) _ �-{ 155.88) 31+52.1, 'D' STA. -2.5 LT. I.E.(MC) =- -2-F 1 190.77) -_. ' 190 4 - SSMH NO. 10, 48" - ~ < RIM = ,x(172.84) v 1.E.(MC) = -i 65.3 3{164.14) 170 ._a� ND 0 00 PROPOSED GROUND EXIS 11NG GROUND - -- ___._- ___.____ _ _ - J c U-) h a I ,�. A ' A' STA. ? 4 9- i;{2 +20.3), x(2.7)' LT. z 24 +00 c.l -- _ B STA. x(15 +55.9), --a- 4(13.4) LT. Q 180 'C' . '?( .7)� )� - -- - . STA 22 +20 -9-6 {0 5 LT m STA. 4z,- 4(32 +19.0), " x(4.7)' LT. ; s +oo X2.00 SSMH NO. 11, 48 z EXIST. 12" O.Q62Ar RIM I.E.(MC) = X173.54) z PROFILE ALIGNMENT :C' WATER __ . , - -- - - . _ . - -. -.. r- __.. � ._ - -- :. �,� _ _ _ , , SCALE. 1 - 20 (H.), 1 = 5 _ ----- r-- r-- ---- -- ., - : '� ( ) j - �.- - - - - -- � � ��:____T vC S--' - .__ __. - . B STA. 15 +61.74, 10.20' RT. ALIGNMENTS 'B' AND 'C' ARE IDENTICAL Q ---- - .� 'C' STA. 22 +39.18, 11.89' RT. -- -T -- - Abu IN THIS AREA (EXCEPT STATION NUMBERS _- ) 2.4> 1 - 12 "x6" TEE (MJxFL) w r 1 - 6" G.V. (FLxMJ) o 240.3 LF 12 D.I. - CL. 52 1 -- 5-1/4" M. V.O. F.H. ASSY. m Z w + 1 - B.O.V. ASSY. BLOCK cv 1* (n ' RT. V 'A' STA. -0 +05.00, 9.00' RT. 'B' STA. 15 +83.45, 2.21 + z ar U ~ 'C' STA. 19 +95.00, 9.00' RT. 'C' STA. 22 +55.88, 2.21' RT. N C'4 uj :2 'D' STA. 29 +95.00, 9.00' RT. 1 - 12" 45' BEND (MJ) - z 'TAI BOT' STA. 121+68.01, 5.00' LT. BLOCK 2 Q 23 +00 ry N 1- 12 "x12" WET TAPPING TEE (MJxFL) `U 12" TAPPING VALVE (FLxMJ) 1 - 12" SLEEVE (MJ) NI 1 - 12" VERT. CROSS (MJ) 22 +00 BLOCK (SEE CONNECTION DETAIL, SHT. 30) 20 +00 21 +00 PROFILE - ALIG NMENT ' C SCALE: 1 " = 20' (H.), 1 " = 5' (V.) ROLL 2 O.Z AS -BUILT bET x, UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS- -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINE Y M R UNDER MY DIRECT SUPERVISION ON THIS DATE: FR19�5 _,A' 132 ssIONA L ENO\ EXPIRES 9 JAN 2006 STAMP MOT VAuD UNUSS 9GWD R DATED DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 RHONE: (253) 333 -2200; FAX: (253) 333 -2206 I ENGINEERING - SURVEYING �I LAND PLANNING incc)rpu, OlasC! 093 .2sf -4 2 i ACS•,2f93Zc?) SCANNED MAY 0 12006 21 q d 1 1 = 1O "x6" TEE (FL) / / - d 1 6" G.V. (FLxMJ) ' . = z z 1 1 - 5---1 /4" M.V.O. F.H. ASSY._ ' -, w 2 _. - " 1 - 10 "x4" TEE (FL) - r z � � 1 1 -- 4" G.V. (FLxMJ) w + + 2 2 - BLOCKS w � �r v v7(71.4) LF 10" _ zz , ,II , 'C' STA. 27+4;?- x-(14.72), 4-2(5.85) RT + 1 -- 10 22--1 /2. - ,/ - - - -- ;- ? N AS- -BUILT GROUND BEND (MJ) �, 0! -_ � BLOCK ; o d PROPOSED GROUND 230 10 to 4.x(67.0) LF 10 D.I. - CL. 52 t Q ~ EXI` T1 N .- M,-\ I 7 ��l ND _- 'C' STA. 27 +13.8), --e(3.5)' LT. C STA. 26 +48 49.1), 1.33 LT(2.0 RT) 10 "x6" TEE (MJxFL) 1 - 6" G.V. (FLxMJ) _ - - - -- - -- - _ - _ ,= r__ 1 - 5 -1/4" M.V.O. F.H. ASSY. BLOCK 'C' STA.' 26 +23.3, 2.5' RT. 25.75 LF 10" D.I. - CL. 52 1 - 10 11-1/49 220 _ __ - - - ._. -- . _ . _ - _ __ - - -. -BEND (MJ)- { BLOCK - --- rZ 00 54.15LF 10 D.I. - CL. 52 + -, N' �� Ir' STA 25 +73 3 - ---- ._-- .___._______ .. -- _• -_ -- , . 6, LT 75 . 10. N r r - ,i1 - 10" 22-1/2 BEND (MJ) I V) 53.5 LF 10" D,l.' - CL. 52 BLOCK CIS 1 �' 'C' STA. 25 +19.89, 10.75' LT. / I ON ON "x8" TEE (FL) 210 8 G.V. (FLxMJ) of to 220 SSMH N0. 16, 48" - - - -._ RIM =-2�- X3(234.24) DESIGN(TYP) J L AS- BUILT(TYP) 1 - 12 x10 REDUCER (FL) II a�� - i 27 +00 1 - 12" UNIV. FLG. ADAPTER �� - --1 Pvc 'C' STA. _ 26 +24.3), �- 3.x(6.8)' LT. - ( 8 SSMH NO. 15, 48 1 -- 10" UNIV. FLG. ADAPTER _ - ' � - �- B.g�LF Q$33� BLOCK hi �. •� - _ f 0. RIM = X220.51) /' cl I.E.(MC) 2 eH - 1-(206.81) I EXISTING GROUND PROPOSED GROUND 260 w 0 z 00 U N t~ d � (n __._ - -._ _ ._ -i 250 PROFILE - ALIGNMENT 'C' SCALE: 1 " = 20' (H.), III = 5' (V.) RECOMMENDED FOR APPROVAL BY BY BY 28+ o � z ,Q d � U 116.8 LF 12" D.I. - CL. 52 © U 'B' STA. 17 +28.49, 23.58' RT. oF- 200 200 r __ - -- - - - C STA. 24 +04.81, 8.28 , LT. - - Q 'B' STA. 16 +05.20, 23.59' RT. 1 - 12" TEE (FL) - __ .__.__._ ___ _•__ `C',�TA. 22 +x.63, 23.59' RT o z i3 - 12" G.V. (FLxMJ) Z w a� Lci UJ cv 1 - 12" 45' BLOCK `= z N I0 + + BEND (MJ) J 0 N LO N -- - - - - -- __..BLOCK .. -- --- --• - -- - - -- ? -+ N aD N o m 123.3 LF 12" D.I. - CL. 52 - r� n ( C) [.o N c.i � D.1`: - CL. 52 + z o� � _ 190 N w as af +- p�1 ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 2.0 LF 12 B' STA. -(17 +19.1), 24.0 LT. 1 IN THIS AREA (EXCEPT STATION NUMBERS) 14 V CL�� =, �� =��` -- O, *► I. - CL. 5 e� ��,�� , C �. 5 LF 12 D.I. CL. 52 STA. 231 -,.gin (23 +76.7). --+ y. r - - - --r - - - - -- -- -- ,'A' STA. 2 +44.46, 9.00+ RT. ^ .i 36�- x(32.3) LT _ 'C' STA. -R(25 +45.7), w - 200 0' SSMH " 4* -+%2)' LT. B STA. 15 +41.45, 9.20, RT. ; oo i - - _ N0. 12, 48 P� SSMH NO. 14, 48" 0 C STA. 22 +32.23, 22.13 RT. I I � „PVC `'" RIM = x{194.78) RIM = ) 'A' STA. - A- +-+€2(0 +18.1), z�'-°�(2.2)'LT. 'D' STA. 32 +41.31, 9.76' LT. ,rte �• �° i - LF 8 F _I_� _ I.E.(MC) = x+(185.38) �F - X209.34 - - I _ �- _ - 6O,8� -- 1 11 I.E.(MC) = - -- 200.24 1' a Ni 'C' STA. 20+1 (0 +18.1), 7-- L,(2.2)'LT 1 ., 12�� TEE (FL), 2.. 12" G.V. (FLxMJ) i ° , ��_ �1 1 - 12 SLEEVE, 1 - 12 VERT CROSS (MJ) � N' 'D' STA. 30+ 16.2 0+18.1), ?-- �{2.2)'LT. " 2 - 12 PLUGS (MJ), / N - ----1 - -_`. "- `?� 'TALBOT' STA. . ,- 121-1-79,©), �� TOP PLUG W 2 TAP AND MJ PLUG ___ -- �.dj ci« +;,o - 1-x(18.1)' RT. 1 -- TEMP 12 PLUG W/2 TAP 8c BLOW -OFF ASSY: �/ "� 402 C STA. �4�_ n 24 +90 z " A STA. _ 1 +50.5 BLOCK, c�_Q.Q ( .0).- �-�(0.4) LT. < SSMH NO. 9, 48 - +-�z� -4{ )► -2- �'(3.fi)� LT- SSMH N0. 13 4$" 'C' STA. 21+52.1, I - ► -��, -c ; , ` -�- r, -- --cr -- RIM - x(162.83) 2.5 LT. ,�, , RIM -- - x{203.07) m - I. E. (MC) _ �-{ 155.88) 31+52.1, 'D' STA. -2.5 LT. I.E.(MC) =- -2-F 1 190.77) -_. ' 190 4 - SSMH NO. 10, 48" - ~ < RIM = ,x(172.84) v 1.E.(MC) = -i 65.3 3{164.14) 170 ._a� ND 0 00 PROPOSED GROUND EXIS 11NG GROUND - -- ___._- ___.____ _ _ - J c U-) h a I ,�. A ' A' STA. ? 4 9- i;{2 +20.3), x(2.7)' LT. z 24 +00 c.l -- _ B STA. x(15 +55.9), --a- 4(13.4) LT. Q 180 'C' . '?( .7)� )� - -- - . STA 22 +20 -9-6 {0 5 LT m STA. 4z,- 4(32 +19.0), " x(4.7)' LT. ; s +oo X2.00 SSMH NO. 11, 48 z EXIST. 12" O.Q62Ar RIM I.E.(MC) = X173.54) z PROFILE ALIGNMENT :C' WATER __ . , - -- - - . _ . - -. -.. r- __.. � ._ - -- :. �,� _ _ _ , , SCALE. 1 - 20 (H.), 1 = 5 _ ----- r-- r-- ---- -- ., - : '� ( ) j - �.- - - - - -- � � ��:____T vC S--' - .__ __. - . B STA. 15 +61.74, 10.20' RT. ALIGNMENTS 'B' AND 'C' ARE IDENTICAL Q ---- - .� 'C' STA. 22 +39.18, 11.89' RT. -- -T -- - Abu IN THIS AREA (EXCEPT STATION NUMBERS _- ) 2.4> 1 - 12 "x6" TEE (MJxFL) w r 1 - 6" G.V. (FLxMJ) o 240.3 LF 12 D.I. - CL. 52 1 -- 5-1/4" M. V.O. F.H. ASSY. m Z w + 1 - B.O.V. ASSY. BLOCK cv 1* (n ' RT. V 'A' STA. -0 +05.00, 9.00' RT. 'B' STA. 15 +83.45, 2.21 + z ar U ~ 'C' STA. 19 +95.00, 9.00' RT. 'C' STA. 22 +55.88, 2.21' RT. N C'4 uj :2 'D' STA. 29 +95.00, 9.00' RT. 1 - 12" 45' BEND (MJ) - z 'TAI BOT' STA. 121+68.01, 5.00' LT. BLOCK 2 Q 23 +00 ry N 1- 12 "x12" WET TAPPING TEE (MJxFL) `U 12" TAPPING VALVE (FLxMJ) 1 - 12" SLEEVE (MJ) NI 1 - 12" VERT. CROSS (MJ) 22 +00 BLOCK (SEE CONNECTION DETAIL, SHT. 30) 20 +00 21 +00 PROFILE - ALIG NMENT ' C SCALE: 1 " = 20' (H.), 1 " = 5' (V.) ROLL 2 O.Z AS -BUILT bET x, UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS- -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINE Y M R UNDER MY DIRECT SUPERVISION ON THIS DATE: FR19�5 _,A' 132 ssIONA L ENO\ EXPIRES 9 JAN 2006 STAMP MOT VAuD UNUSS 9GWD R DATED DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 RHONE: (253) 333 -2200; FAX: (253) 333 -2206 I ENGINEERING - SURVEYING �I LAND PLANNING incc)rpu, OlasC! 093 .2sf -4 2 i ACS•,2f93Zc?) SCANNED MAY 0 12006 21 q . 6, LT 75 . 10. N r r - ,i1 - 10" 22-1/2 BEND (MJ) I V) 53.5 LF 10" D,l.' - CL. 52 BLOCK CIS 1 �' 'C' STA. 25 +19.89, 10.75' LT. / I ON ON "x8" TEE (FL) 210 8 G.V. (FLxMJ) of to 220 SSMH N0. 16, 48" - - - -._ RIM =-2�- X3(234.24) DESIGN(TYP) J L AS- BUILT(TYP) 1 - 12 x10 REDUCER (FL) II a�� - i 27 +00 1 - 12" UNIV. FLG. ADAPTER �� - --1 Pvc 'C' STA. _ 26 +24.3), �- 3.x(6.8)' LT. - ( 8 SSMH NO. 15, 48 1 -- 10" UNIV. FLG. ADAPTER _ - ' � - �- B.g�LF Q$33� BLOCK hi �. •� - _ f 0. RIM = X220.51) /' cl I.E.(MC) 2 eH - 1-(206.81) I EXISTING GROUND PROPOSED GROUND 260 w 0 z 00 U N t~ d � (n __._ - -._ _ ._ -i 250 PROFILE - ALIGNMENT 'C' SCALE: 1 " = 20' (H.), III = 5' (V.) RECOMMENDED FOR APPROVAL BY BY BY 28+ o � z ,Q d � U 116.8 LF 12" D.I. - CL. 52 © U 'B' STA. 17 +28.49, 23.58' RT. oF- 200 200 r __ - -- - - - C STA. 24 +04.81, 8.28 , LT. - - Q 'B' STA. 16 +05.20, 23.59' RT. 1 - 12" TEE (FL) - __ .__.__._ ___ _•__ `C',�TA. 22 +x.63, 23.59' RT o z i3 - 12" G.V. (FLxMJ) Z w a� Lci UJ cv 1 - 12" 45' BLOCK `= z N I0 + + BEND (MJ) J 0 N LO N -- - - - - -- __..BLOCK .. -- --- --• - -- - - -- ? -+ N aD N o m 123.3 LF 12" D.I. - CL. 52 - r� n ( C) [.o N c.i � D.1`: - CL. 52 + z o� � _ 190 N w as af +- p�1 ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 2.0 LF 12 B' STA. -(17 +19.1), 24.0 LT. 1 IN THIS AREA (EXCEPT STATION NUMBERS) 14 V CL�� =, �� =��` -- O, *► I. - CL. 5 e� ��,�� , C �. 5 LF 12 D.I. CL. 52 STA. 231 -,.gin (23 +76.7). --+ y. r - - - --r - - - - -- -- -- ,'A' STA. 2 +44.46, 9.00+ RT. ^ .i 36�- x(32.3) LT _ 'C' STA. -R(25 +45.7), w - 200 0' SSMH " 4* -+%2)' LT. B STA. 15 +41.45, 9.20, RT. ; oo i - - _ N0. 12, 48 P� SSMH NO. 14, 48" 0 C STA. 22 +32.23, 22.13 RT. I I � „PVC `'" RIM = x{194.78) RIM = ) 'A' STA. - A- +-+€2(0 +18.1), z�'-°�(2.2)'LT. 'D' STA. 32 +41.31, 9.76' LT. ,rte �• �° i - LF 8 F _I_� _ I.E.(MC) = x+(185.38) �F - X209.34 - - I _ �- _ - 6O,8� -- 1 11 I.E.(MC) = - -- 200.24 1' a Ni 'C' STA. 20+1 (0 +18.1), 7-- L,(2.2)'LT 1 ., 12�� TEE (FL), 2.. 12" G.V. (FLxMJ) i ° , ��_ �1 1 - 12 SLEEVE, 1 - 12 VERT CROSS (MJ) � N' 'D' STA. 30+ 16.2 0+18.1), ?-- �{2.2)'LT. " 2 - 12 PLUGS (MJ), / N - ----1 - -_`. "- `?� 'TALBOT' STA. . ,- 121-1-79,©), �� TOP PLUG W 2 TAP AND MJ PLUG ___ -- �.dj ci« +;,o - 1-x(18.1)' RT. 1 -- TEMP 12 PLUG W/2 TAP 8c BLOW -OFF ASSY: �/ "� 402 C STA. �4�_ n 24 +90 z " A STA. _ 1 +50.5 BLOCK, c�_Q.Q ( .0).- �-�(0.4) LT. < SSMH NO. 9, 48 - +-�z� -4{ )► -2- �'(3.fi)� LT- SSMH N0. 13 4$" 'C' STA. 21+52.1, I - ► -��, -c ; , ` -�- r, -- --cr -- RIM - x(162.83) 2.5 LT. ,�, , RIM -- - x{203.07) m - I. E. (MC) _ �-{ 155.88) 31+52.1, 'D' STA. -2.5 LT. I.E.(MC) =- -2-F 1 190.77) -_. ' 190 4 - SSMH NO. 10, 48" - ~ < RIM = ,x(172.84) v 1.E.(MC) = -i 65.3 3{164.14) 170 ._a� ND 0 00 PROPOSED GROUND EXIS 11NG GROUND - -- ___._- ___.____ _ _ - J c U-) h a I ,�. A ' A' STA. ? 4 9- i;{2 +20.3), x(2.7)' LT. z 24 +00 c.l -- _ B STA. x(15 +55.9), --a- 4(13.4) LT. Q 180 'C' . '?( .7)� )� - -- - . STA 22 +20 -9-6 {0 5 LT m STA. 4z,- 4(32 +19.0), " x(4.7)' LT. ; s +oo X2.00 SSMH NO. 11, 48 z EXIST. 12" O.Q62Ar RIM I.E.(MC) = X173.54) z PROFILE ALIGNMENT :C' WATER __ . , - -- - - . _ . - -. -.. r- __.. � ._ - -- :. �,� _ _ _ , , SCALE. 1 - 20 (H.), 1 = 5 _ ----- r-- r-- ---- -- ., - : '� ( ) j - �.- - - - - -- � � ��:____T vC S--' - .__ __. - . B STA. 15 +61.74, 10.20' RT. ALIGNMENTS 'B' AND 'C' ARE IDENTICAL Q ---- - .� 'C' STA. 22 +39.18, 11.89' RT. -- -T -- - Abu IN THIS AREA (EXCEPT STATION NUMBERS _- ) 2.4> 1 - 12 "x6" TEE (MJxFL) w r 1 - 6" G.V. (FLxMJ) o 240.3 LF 12 D.I. - CL. 52 1 -- 5-1/4" M. V.O. F.H. ASSY. m Z w + 1 - B.O.V. ASSY. BLOCK cv 1* (n ' RT. V 'A' STA. -0 +05.00, 9.00' RT. 'B' STA. 15 +83.45, 2.21 + z ar U ~ 'C' STA. 19 +95.00, 9.00' RT. 'C' STA. 22 +55.88, 2.21' RT. N C'4 uj :2 'D' STA. 29 +95.00, 9.00' RT. 1 - 12" 45' BEND (MJ) - z 'TAI BOT' STA. 121+68.01, 5.00' LT. BLOCK 2 Q 23 +00 ry N 1- 12 "x12" WET TAPPING TEE (MJxFL) `U 12" TAPPING VALVE (FLxMJ) 1 - 12" SLEEVE (MJ) NI 1 - 12" VERT. CROSS (MJ) 22 +00 BLOCK (SEE CONNECTION DETAIL, SHT. 30) 20 +00 21 +00 PROFILE - ALIG NMENT ' C SCALE: 1 " = 20' (H.), 1 " = 5' (V.) ROLL 2 O.Z AS -BUILT bET x, UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS- -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINE Y M R UNDER MY DIRECT SUPERVISION ON THIS DATE: FR19�5 _,A' 132 ssIONA L ENO\ EXPIRES 9 JAN 2006 STAMP MOT VAuD UNUSS 9GWD R DATED DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 RHONE: (253) 333 -2200; FAX: (253) 333 -2206 I ENGINEERING - SURVEYING �I LAND PLANNING incc)rpu, OlasC! 093 .2sf -4 2 i ACS•,2f93Zc?) SCANNED MAY 0 12006 21 q PROFILE - ALIGNMENT 'C' SCALE: 1 " = 20' (H.), III = 5' (V.) RECOMMENDED FOR APPROVAL BY BY BY 28+ o � z ,Q d � U 116.8 LF 12" D.I. - CL. 52 © U 'B' STA. 17 +28.49, 23.58' RT. oF- 200 200 r __ - -- - - - C STA. 24 +04.81, 8.28 , LT. - - Q 'B' STA. 16 +05.20, 23.59' RT. 1 - 12" TEE (FL) - __ .__.__._ ___ _•__ `C',�TA. 22 +x.63, 23.59' RT o z i3 - 12" G.V. (FLxMJ) Z w a� Lci UJ cv 1 - 12" 45' BLOCK `= z N I0 + + BEND (MJ) J 0 N LO N -- - - - - -- __..BLOCK .. -- --- --• - -- - - -- ? -+ N aD N o m 123.3 LF 12" D.I. - CL. 52 - r� n ( C) [.o N c.i � D.1`: - CL. 52 + z o� � _ 190 N w as af +- p�1 ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 2.0 LF 12 B' STA. -(17 +19.1), 24.0 LT. 1 IN THIS AREA (EXCEPT STATION NUMBERS) 14 V CL�� =, �� =��` -- O, *► I. - CL. 5 e� ��,�� , C �. 5 LF 12 D.I. CL. 52 STA. 231 -,.gin (23 +76.7). --+ y. r - - - --r - - - - -- -- -- ,'A' STA. 2 +44.46, 9.00+ RT. ^ .i 36�- x(32.3) LT _ 'C' STA. -R(25 +45.7), w - 200 0' SSMH " 4* -+%2)' LT. B STA. 15 +41.45, 9.20, RT. ; oo i - - _ N0. 12, 48 P� SSMH NO. 14, 48" 0 C STA. 22 +32.23, 22.13 RT. I I � „PVC `'" RIM = x{194.78) RIM = ) 'A' STA. - A- +-+€2(0 +18.1), z�'-°�(2.2)'LT. 'D' STA. 32 +41.31, 9.76' LT. ,rte �• �° i - LF 8 F _I_� _ I.E.(MC) = x+(185.38) �F - X209.34 - - I _ �- _ - 6O,8� -- 1 11 I.E.(MC) = - -- 200.24 1' a Ni 'C' STA. 20+1 (0 +18.1), 7-- L,(2.2)'LT 1 ., 12�� TEE (FL), 2.. 12" G.V. (FLxMJ) i ° , ��_ �1 1 - 12 SLEEVE, 1 - 12 VERT CROSS (MJ) � N' 'D' STA. 30+ 16.2 0+18.1), ?-- �{2.2)'LT. " 2 - 12 PLUGS (MJ), / N - ----1 - -_`. "- `?� 'TALBOT' STA. . ,- 121-1-79,©), �� TOP PLUG W 2 TAP AND MJ PLUG ___ -- �.dj ci« +;,o - 1-x(18.1)' RT. 1 -- TEMP 12 PLUG W/2 TAP 8c BLOW -OFF ASSY: �/ "� 402 C STA. �4�_ n 24 +90 z " A STA. _ 1 +50.5 BLOCK, c�_Q.Q ( .0).- �-�(0.4) LT. < SSMH NO. 9, 48 - +-�z� -4{ )► -2- �'(3.fi)� LT- SSMH N0. 13 4$" 'C' STA. 21+52.1, I - ► -��, -c ; , ` -�- r, -- --cr -- RIM - x(162.83) 2.5 LT. ,�, , RIM -- - x{203.07) m - I. E. (MC) _ �-{ 155.88) 31+52.1, 'D' STA. -2.5 LT. I.E.(MC) =- -2-F 1 190.77) -_. ' 190 4 - SSMH NO. 10, 48" - ~ < RIM = ,x(172.84) v 1.E.(MC) = -i 65.3 3{164.14) 170 ._a� ND 0 00 PROPOSED GROUND EXIS 11NG GROUND - -- ___._- ___.____ _ _ - J c U-) h a I ,�. A ' A' STA. ? 4 9- i;{2 +20.3), x(2.7)' LT. z 24 +00 c.l -- _ B STA. x(15 +55.9), --a- 4(13.4) LT. Q 180 'C' . '?( .7)� )� - -- - . STA 22 +20 -9-6 {0 5 LT m STA. 4z,- 4(32 +19.0), " x(4.7)' LT. ; s +oo X2.00 SSMH NO. 11, 48 z EXIST. 12" O.Q62Ar RIM I.E.(MC) = X173.54) z PROFILE ALIGNMENT :C' WATER __ . , - -- - - . _ . - -. -.. r- __.. � ._ - -- :. �,� _ _ _ , , SCALE. 1 - 20 (H.), 1 = 5 _ ----- r-- r-- ---- -- ., - : '� ( ) j - �.- - - - - -- � � ��:____T vC S--' - .__ __. - . B STA. 15 +61.74, 10.20' RT. ALIGNMENTS 'B' AND 'C' ARE IDENTICAL Q ---- - .� 'C' STA. 22 +39.18, 11.89' RT. -- -T -- - Abu IN THIS AREA (EXCEPT STATION NUMBERS _- ) 2.4> 1 - 12 "x6" TEE (MJxFL) w r 1 - 6" G.V. (FLxMJ) o 240.3 LF 12 D.I. - CL. 52 1 -- 5-1/4" M. V.O. F.H. ASSY. m Z w + 1 - B.O.V. ASSY. BLOCK cv 1* (n ' RT. V 'A' STA. -0 +05.00, 9.00' RT. 'B' STA. 15 +83.45, 2.21 + z ar U ~ 'C' STA. 19 +95.00, 9.00' RT. 'C' STA. 22 +55.88, 2.21' RT. N C'4 uj :2 'D' STA. 29 +95.00, 9.00' RT. 1 - 12" 45' BEND (MJ) - z 'TAI BOT' STA. 121+68.01, 5.00' LT. BLOCK 2 Q 23 +00 ry N 1- 12 "x12" WET TAPPING TEE (MJxFL) `U 12" TAPPING VALVE (FLxMJ) 1 - 12" SLEEVE (MJ) NI 1 - 12" VERT. CROSS (MJ) 22 +00 BLOCK (SEE CONNECTION DETAIL, SHT. 30) 20 +00 21 +00 PROFILE - ALIG NMENT ' C SCALE: 1 " = 20' (H.), 1 " = 5' (V.) ROLL 2 O.Z AS -BUILT bET x, UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS- -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINE Y M R UNDER MY DIRECT SUPERVISION ON THIS DATE: FR19�5 _,A' 132 ssIONA L ENO\ EXPIRES 9 JAN 2006 STAMP MOT VAuD UNUSS 9GWD R DATED DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 RHONE: (253) 333 -2200; FAX: (253) 333 -2206 I ENGINEERING - SURVEYING �I LAND PLANNING incc)rpu, OlasC! 093 .2sf -4 2 i ACS•,2f93Zc?) SCANNED MAY 0 12006 21 q s I II 11 z �1 i I I I CL ' a tc - Un c i cam", u7 ( 4 cv 00 c � _j cic CQ h L Z RIM - 10(194) 1 - TEMP. 10" PLUG W/ 2" TAP & BLOW -OFF ASSY. Ld LP g" PVC S1- - - �_- -- - - -___ 0.0231) I.E. = 44(184.71)IN BLOCK o I.E. _ (184.61)OUT `D' STA. 35 +26.7) �.3 . ,n 'A' STA. 2 +44.46, 9.00' RT. (r_,) , NO. 5, 48 "(PUBLIC) q u . 1 r �I _x(201.82) ,++ I.E. = � F- I.E. _ (187.91)OUT U) :2 'D' STA. 32 +41.31, 9.76' LT. ur o � W 0 " 12 G.V. (FLxMJ) 1 „ 12 TEE (FL), 2 ;i 0 a "- 1 - 12 SLEEVE, 1 - 12 VERT. CROSS (MJ) Z V 35+ 00 LL '.{ I �{ ^� c 1 -- TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY. u 0r rnl o U BLOCK w . U d LJ m ; 01 �I , u Lr 1 F ►� Z W 0z 3 4 +00 33+ 00 00 � � U W{ a: � Z a Q + Z o LIJ i ►'�� u) Q O W 0 w r •c 0 Q o N E4 Q Z , .a , a ' 0 E 0', `,° c N .c C °' as aC3 s I II 11 z �1 i I I I CL ' a tc - Un c i cam", u7 ( 4 cv 00 c � _j cic • RECOMMENDED FOR APPROVAL BY BY BY DC FX- z 00. vo � vi - ��_ ,o+owCIDw 250 - - - \ ''y' ? f _ '`� \ F-- J F- J -� (A Q 0 Q • ' z . w - a Z Z 240 _- - - _ - _ ' Z J r 1 D STA. 38 +31.67. ' T -3--2- 4.(2.8)' R T. _ - -- - . - --- - �:-._ � � \� -- - -- - - - - -- - -. - - _ .. _ _ . .. 'G' STA. 62 +74.92, 11.51' RT. -� 1 - 10 %6" TEE (FL) 1 - 6" G.V. (FLxMJ) 'D' STA. 37+ X21.7), -3- 3{7.2)' LT. 1 - 5-1/4" M.V.O. F.H. ASSY. ''~� 1- 22-1/2 BEND (MJ) „+ 1 - 10" TEE (FL) \ BLOC "7 - Y \.. :_ .._ -_ -__- 33.8 LF 10" ___._____.__, 23o Q - -�1 ___10" UNIV. FLG. ADAPTER - D.I. -- GL. 52 in 1 - 10 x4 REDUCER (FL) _ 1 -- 4" G.V. (FLxMJ) 174.5 LF 10" D.I. - CL. 52 . 'D' STA. 36 +8£�'�{90.06), -4- 4 5.8)' LT. 1 - 10" G.V. (FLxMJ) 1 - 10"x6" TEE (MJxFL) 2 - BLOCKS 1 -- 6" G.V. (FLxMJ) STA. 37 +-49- 82{49.3), 10.1' RT. _1 - 5 -1/4 " M.V.O. F.H. ASSY. SSMH NO. 8, 48" (PUBLIC) . - BLOCK RIM \ 3,1, x232.90) j \ PROPOSED GROUND I.E. = -� 4(223.45)OUT �� EX► -TING GR'�UNP_ 220 - - - -- -._.. _ - -- - -_ - _ .. _ -- . _.... 91.8 LF 10" - r- S� D.I. - CL. 52 z W 9 STA. 5 . 9 (36 +0.1)1 4`x(9.3)' RT. Z 1- 22-1/2' BEND (MJ) ! o0 5.29932/ BLOCK 42.3 LF 10" I 210 - - -_ - _ _ _ - __. _ .- -,- - -t -- - - ? --- - D.I. - CL. 52 -- - -- - �' _ - _ _ - - -- -- - - - -- - - -_ I r _ � 210 '., D STA. 35 +57. _8-+a0 " " 38(.8), 4-9- '4{9.3)' RT. B STA. 13+ -48- 98(50.3), x(24.9) RT. D STA. 36+48.5,-9-2-'(9.4') RT. i + `'� �'', ,, '� 1 - 10"x6" TEE (MJxFL) - 'D' STA. 34+,34.21(35.2), (7.6)' RT. 200 -� SSMH NO. 7, 48" (PUBLIC) ` X66 �) i `� ; �^ 1 -- 6" G.V. (FLxMJ) " L____ N RIM - X1-8 -6� {217.65) �F fit+ ` -�� i 1 -- 5-1/4" M.V.O. F.H. ASSY. 1 - 10" TEE (FL) N ' 3 - 10 G.V. (FLxMJ) AS- BUILT(TYP) ,n � - -- - I.E. _ �205.52)IN ___ -- - pVC __ _�_.. -BLOCK - -- +- - - - - - - B LOC K I.E. (205.47)OUT DESIGN(TYP S `+ + ALLOW ENOUGH ROOM FOR FUTURE CONNECTION �__ .._ THROUGH 12 "x10" REDUCER (MJxFL) & 10" G.V. (FLxMJ) - 10' MIN. • �r�S - 1 B STA. 14 +73.26, 23.58 RT. a, + `- -- `'` 'D' STA. 33 +07.01, 23.58' LT. a' ° + a - - 1 - 10" 45' CA 0 N 200 - - - - -- - --r- - _ - - - - -- -- _ BEND (MJ) r-. a' � �_ + � c+� STA. 2 +��(20.30), -�- X0(2.71)' LT. "'' � D STA. 35- f -�9-5f 79.7)„ 0.4 RT. 00 v , w ,� SSMH N0. 6, 48 (PUBLIC) �- 1 BLOCK � a� - ...._. _ __ _ _ 123.3 LF 10" D.I. =--CL.-52 - - -- _ 31 3 LF_ 10"�.I.___� CL• -52 -r- �� `� r B STA. 15 +55.88), �- 4-x{13.42) LT. 37 +��0 RIM = x(207.55) '`S� ��& I �'.. \, I 124.9 LF 10" D.I. 1 N __Qa -- °�� - 'C' STA. 22-+44_ -4- x{20.74) -- - x(0.45)' LT. .J i ---- -- ' ' ' - 27f LF W' D.I. 'D' STA. 32 -+-�8- 88{19.04), --3-9 (4.66)' LT. PROFILE - ALIGNMENT 'D' _.-- V a� oo I.E. (197,62 }OUT 6 ` CL. 52 ' SSMH NO. 11 48" SCALE: 1 " = 20, (H.). 1 ., = 5' (V.) - _. Y _ _ O ,A Li 1S RIM = > -x'144 82.19) V. C. 1.E.(MC) - I-�_ l4(173 54) . -.... -.._.. rte.- • • -Wr- - -- ----. __- _.- __.._ -- __ - ___. -' -_. - ____..__- _ ... _. _ -._ - - ---.. __ -__ °_ •c--- ` - - i ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 'd[ 1 'B' STA. 14 +95.39, 1.44' RT. I I != IN THIS AREA (EXCEPT STATION NUMBERS) 'D' STA. 32 +84.88, 1.44' LT. _ (M J) N • -__ •� , BLOCK PROPOSED GROUND - -` 00 L_� EXISTING GROUND 'B' STA. - _ (13 +59.7), _ � - - - �' �-- -== - -_ � -• -_- ___ � ! - : -\: - - - -;� ' '\ 'A' STA. 1 +50.45),- X3.57) LT.� �- x(24,8) LT. 'C' STA. 21+ T LT. 'D' STA. 34 +06.0), 1 10" VERT. CROSS (MJ) --?*�f ) 2 - 10" PLUGS (MJ) " 31.9 RT. - - -_ - _ - -. -- D S SSMH N0. 4, 48" (PUBLIC) TOP PLUG W/ 2" TAP AND MJ PLUG Z RIM - 10(194) 1 - TEMP. 10" PLUG W/ 2" TAP & BLOW -OFF ASSY. LP g" PVC S1- - - �_- -- - - -___ 0.0231) I.E. = 44(184.71)IN BLOCK o I.E. _ (184.61)OUT `D' STA. 35 +26.7) �.3 . ,n 'A' STA. 2 +44.46, 9.00' RT. SSMH NO. 5, 48 "(PUBLIC) z B STA. 15+41.45, 9.20 RT. RIM = _x(201.82) ,++ I.E. = � F- I.E. _ (187.91)OUT U) :2 'D' STA. 32 +41.31, 9.76' LT. ur o CD 0 " 12 G.V. (FLxMJ) 1 „ 12 TEE (FL), 2 ;i 0 a "- 1 - 12 SLEEVE, 1 - 12 VERT. CROSS (MJ) Z V 35+ 00 LL '.{ �{ ^� c 1 -- TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY. u 0r rnl o U BLOCK w . U d LJ m ; 01 �I , u Lr , ° W o E'- F- ►� Z w 0z 3 4 +00 33+ 00 00 � m w U W{ a: � Z a Q + Z o LIJ i ►'�� u) Q O • RECOMMENDED FOR APPROVAL BY BY BY DC FX- z 00. vo � vi - ��_ ,o+owCIDw 250 - - - \ ''y' ? f _ '`� \ F-- J F- J -� (A Q 0 Q • ' z . w - a Z Z 240 _- - - _ - _ ' Z J r 1 D STA. 38 +31.67. ' T -3--2- 4.(2.8)' R T. _ - -- - . - --- - �:-._ � � \� -- - -- - - - - -- - -. - - _ .. _ _ . .. 'G' STA. 62 +74.92, 11.51' RT. -� 1 - 10 %6" TEE (FL) 1 - 6" G.V. (FLxMJ) 'D' STA. 37+ X21.7), -3- 3{7.2)' LT. 1 - 5-1/4" M.V.O. F.H. ASSY. ''~� 1- 22-1/2 BEND (MJ) „+ 1 - 10" TEE (FL) \ BLOC "7 - Y \.. :_ .._ -_ -__- 33.8 LF 10" ___._____.__, 23o Q - -�1 ___10" UNIV. FLG. ADAPTER - D.I. -- GL. 52 in 1 - 10 x4 REDUCER (FL) _ 1 -- 4" G.V. (FLxMJ) 174.5 LF 10" D.I. - CL. 52 . 'D' STA. 36 +8£�'�{90.06), -4- 4 5.8)' LT. 1 - 10" G.V. (FLxMJ) 1 - 10"x6" TEE (MJxFL) 2 - BLOCKS 1 -- 6" G.V. (FLxMJ) STA. 37 +-49- 82{49.3), 10.1' RT. _1 - 5 -1/4 " M.V.O. F.H. ASSY. SSMH NO. 8, 48" (PUBLIC) . - BLOCK RIM \ 3,1, x232.90) j \ PROPOSED GROUND I.E. = -� 4(223.45)OUT �� EX► -TING GR'�UNP_ 220 - - - -- -._.. _ - -- - -_ - _ .. _ -- . _.... 91.8 LF 10" - r- S� D.I. - CL. 52 z W 9 STA. 5 . 9 (36 +0.1)1 4`x(9.3)' RT. Z 1- 22-1/2' BEND (MJ) ! o0 5.29932/ BLOCK 42.3 LF 10" I 210 - - -_ - _ _ _ - __. _ .- -,- - -t -- - - ? --- - D.I. - CL. 52 -- - -- - �' _ - _ _ - - -- -- - - - -- - - -_ I r _ � 210 '., D STA. 35 +57. _8-+a0 " " 38(.8), 4-9- '4{9.3)' RT. B STA. 13+ -48- 98(50.3), x(24.9) RT. D STA. 36+48.5,-9-2-'(9.4') RT. i + `'� �'', ,, '� 1 - 10"x6" TEE (MJxFL) - 'D' STA. 34+,34.21(35.2), (7.6)' RT. 200 -� SSMH NO. 7, 48" (PUBLIC) ` X66 �) i `� ; �^ 1 -- 6" G.V. (FLxMJ) " L____ N RIM - X1-8 -6� {217.65) �F fit+ ` -�� i 1 -- 5-1/4" M.V.O. F.H. ASSY. 1 - 10" TEE (FL) N ' 3 - 10 G.V. (FLxMJ) AS- BUILT(TYP) ,n � - -- - I.E. _ �205.52)IN ___ -- - pVC __ _�_.. -BLOCK - -- +- - - - - - - B LOC K I.E. (205.47)OUT DESIGN(TYP S `+ + ALLOW ENOUGH ROOM FOR FUTURE CONNECTION �__ .._ THROUGH 12 "x10" REDUCER (MJxFL) & 10" G.V. (FLxMJ) - 10' MIN. • �r�S - 1 B STA. 14 +73.26, 23.58 RT. a, + `- -- `'` 'D' STA. 33 +07.01, 23.58' LT. a' ° + a - - 1 - 10" 45' CA 0 N 200 - - - - -- - --r- - _ - - - - -- -- _ BEND (MJ) r-. a' � �_ + � c+� STA. 2 +��(20.30), -�- X0(2.71)' LT. "'' � D STA. 35- f -�9-5f 79.7)„ 0.4 RT. 00 v , w ,� SSMH N0. 6, 48 (PUBLIC) �- 1 BLOCK � a� - ...._. _ __ _ _ 123.3 LF 10" D.I. =--CL.-52 - - -- _ 31 3 LF_ 10"�.I.___� CL• -52 -r- �� `� r B STA. 15 +55.88), �- 4-x{13.42) LT. 37 +��0 RIM = x(207.55) '`S� ��& I �'.. \, I 124.9 LF 10" D.I. 1 N __Qa -- °�� - 'C' STA. 22-+44_ -4- x{20.74) -- - x(0.45)' LT. .J i ---- -- ' ' ' - 27f LF W' D.I. 'D' STA. 32 -+-�8- 88{19.04), --3-9 (4.66)' LT. PROFILE - ALIGNMENT 'D' _.-- V a� oo I.E. (197,62 }OUT 6 ` CL. 52 ' SSMH NO. 11 48" SCALE: 1 " = 20, (H.). 1 ., = 5' (V.) - _. Y _ _ O ,A Li 1S RIM = > -x'144 82.19) V. C. 1.E.(MC) - I-�_ l4(173 54) . -.... -.._.. rte.- • • -Wr- - -- ----. __- _.- __.._ -- __ - ___. -' -_. - ____..__- _ ... _. _ -._ - - ---.. __ -__ °_ •c--- ` - - i ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 'd[ 1 'B' STA. 14 +95.39, 1.44' RT. I I != IN THIS AREA (EXCEPT STATION NUMBERS) 'D' STA. 32 +84.88, 1.44' LT. _ (M J) N • -__ •� , BLOCK PROPOSED GROUND - -` 00 L_� EXISTING GROUND 'B' STA. - _ (13 +59.7), _ � - - - �' �-- -== - -_ � -• -_- ___ � ! - : -\: - - - -;� ' '\ 'A' STA. 1 +50.45),- X3.57) LT.� �- x(24,8) LT. 'C' STA. 21+ T LT. 'D' STA. 34 +06.0), 1 10" VERT. CROSS (MJ) --?*�f ) 2 - 10" PLUGS (MJ) " 31.9 RT. - - -_ - _ - -. -- D S SSMH N0. 4, 48" (PUBLIC) TOP PLUG W/ 2" TAP AND MJ PLUG RIM - 10(194) 1 - TEMP. 10" PLUG W/ 2" TAP & BLOW -OFF ASSY. LP g" PVC S1- - - �_- -- - - -___ 0.0231) I.E. = 44(184.71)IN BLOCK o I.E. _ (184.61)OUT `D' STA. 35 +26.7) �.3 . ,n 'A' STA. 2 +44.46, 9.00' RT. SSMH NO. 5, 48 "(PUBLIC) -170 B STA. 15+41.45, 9.20 RT. RIM = _x(201.82) ,++ I.E. = 'C' STA. 22 +32.23 22.13' RT. F- I.E. _ (187.91)OUT U) :2 'D' STA. 32 +41.31, 9.76' LT. ur 0 " 12 G.V. (FLxMJ) 1 „ 12 TEE (FL), 2 o 0 180 �-- - -- - _ -- - - - - -- - _- "- 1 - 12 SLEEVE, 1 - 12 VERT. CROSS (MJ) 35+ 00 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG __ 1 -- TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY. z Q o BLOCK w . U d m ob �;; z cc, °°I ! ° W o E'- F- ►� Z w 0z 3 4 +00 33+ 00 00 � m w � Z � � Z _ N O 0 � Q + Z o LIJ Q ►'�� u) Q O 00 00 d z c6: ` < O 0 �F- Jz (n Q Q ALIGNMENTS 'B' AND 'D' ARE IDENTICAL IN THIS AREA (EXCEPT STATION NUMBERS) ROLL 6� SSMH N0. 10, 48 ; 'A' STA. 0-+18.09),- x(2.2)' LT. BRIM = 1�-9 (172.84) 'C' STA. 20+16-2:3. z- 59' -LT. 8h p I.E`(MC) = 16@ .44{164.14) 'D' STA. 30 +i-6.23, 2 E_�P= LT. TALBOT STA. 121 +79.03), S 6-2318.11)' RT. 0 ` SSMH NO. 90 48"N." • 1,3 `' ` RIM - 16 t.6 62.83)0- I.E. (MC) = 1- 54(155.88) N � 3 VCS_' :y • 06424 cv 32 +00 PROFILE - ALIGNMENT 'D' SCALE: 1 " = 20' (H.), 1 " = 5' (V.) 2 0.2 160,6 240.3 LF 12" D.I. - CL. 52 1 -- B.O.V. ASSY. 'A' STA. -0 +05.00, 9.00' RT. N 'C' STA. 19 +95.00, 9.00' RT. cOl 'D' STA. 29 +95.00, 9.00' RT. 'TALBOT' STA. 121+68.01, 5.00' LT. 1- 12 "02" WET TAPPING TEE (MJxFL) 1 - 12" TAPPING VALVE (FLxMJ) 31+00 1 -- 12" SLEEVE (MJ) 1 - 12 " VERT. CROSS (MJ) BLOCK (SEE 00NNE0TI04 D- ETALL. 5-HT. _ 0) FR 196 190 co o� N; 36+ 00 Uri oa Of �- UV) 0 F- m ;� Z Q_ w ~ Z c� \wJ UmQ 170 I �\ I t C%41 f - LP g" PVC S1- - - �_- -- - - -___ 0.0231) o `D' STA. 35 +26.7) �.3 . ,n w SSMH NO. 5, 48 "(PUBLIC) _ RIM = _x(201.82) ,++ I.E. = (188.06)IN F- I.E. _ (187.91)OUT U) :2 ur 0 180 �-- - -- - _ -- - - - - -- - _- _'-. 35+ 00 AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. -- -- -- ACTUAL LOCATION MAY VARY. I -2.00% 1 CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT �- ' COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING EXI -J. 1 CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS WATER DETERMINED RY M 0,R UNDER MY DIRECT SUPERVISION ON THIS =�- --- 160 DATE:_..0_ jyp-A! -- -- _-A 0 i of 30+00 F x 1325r Ffs10 � Al EXPIRES 9 JAN 20M STAMP NOT VALID UI&M IGMED R DATED DALEY - MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200; FAX: (253) 333 -2206 EN004EERING - SURVEYING 0 �,1 LAND PLANNING ,0"? AL e- ,2893.22 S .25932/ ) 10 SCAM4E o MAY 0 12006 q s I II i I I I CJ I r sI 1 m' a o' c�n h1 l01 I QI 0,1 nl I I UI W� O a n �a Q o C'7 J C"J v z N C W � Q of N WATER MAIN W Ln '' M W a s J J `,.c PLUG (M,I) W;'2" TAP & BLOW-OFF ASSY. c° =o m E U CL o� V W - zio -- r © w (� ►- 'c-a -r-- + - J Q o W --__ WATER CROSSING o z P �'�. PROPOSED GROUND I.E. - 199.16 z z........ r 200 1 -204 - -�-- r- I . . . . . . ...... ........... lz i SS CROSSING ! r I.E. = 196.21 . - - - I X11 WATER CROSSING I.E. - 198.99 s �- - _..._ _ ; SS CROSSING I I -_. 191.90 . ►6''1 . O O N NI dl cl N C„�1 N N• NI I s I II i I I I CJ I r sI 1 m' a o' c�n h1 l01 I QI 0,1 nl I I UI W� O a n �a Q 1w 0.4 L. CL v z N C 12" D.I. Q of N WATER MAIN N W a s J J `,.c PLUG (M,I) W;'2" TAP & BLOW-OFF ASSY. c° =o m E c c •c cp c o� V s I II i I I I CJ I r sI 1 m' a o' c�n h1 l01 I QI 0,1 nl I I UI W� O a n �a Q 1w 0.4 TO ALLOW FOR FINISHED CONNECTION TO EXISTIN(= MAIN EXISTING 12" D.I. Cl w WATER MAIN TEMPORARY 12" J J � PLUG (M,I) W;'2" TAP & BLOW-OFF ASSY. J � Z Q _ z L-21s P LE L) w` NONE qr� + 00 41 + r10 42+00 43 +00 PROFILE - ALIGNMENT 'E' SCALE: 1 " = 20' (H.), 1 " = 5' (V.) 230 o Z Fx1'_,TING GROUND Z PROPOSED GROUND r�l r- �z d. w ri Z to Q Z I � 1 220 220 - - ____- = ? •� i - -f__ WATER CROSSING ! O I. E. = 212.83 WATER CROSSING I.E. = 216.99 , SS CROSSING . E. = 213.12 X10-------- -- -..__. _.__.. . _ _..__. _ _ 10 SS CROSSING N� N� 50 +00 EXISTING 12" D.I. WA_ CONCRETE BLOCKING �i I.E. - 212.36 rn. 6 CV; rn N N CJ N 51+00 52+00 53 +00 PROFILE - ALIGNMENT 'F' SCALE: 1 " = 20' (H.), 1 " = 5' (V.) f-- 12 "02" TAPPING TEF (MJxFL) le)" nnrr ',iwi %ir- /ri .. 1\ � • s.. � �v V J `Ir, v 1 PLUG W/2" TAP 8c 2" PLUG (M,I) WATER MAIN TAP NTS it D.I. MAIN RIDLL.2 01,2 I l .. I SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOTXAPWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF --WAY SHALL BE LIMITED TO 8:30 A.M. TO 3.30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE ACCORDANCE WITH "STANDARD SPECIFICA- TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASH- INGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CON- STRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED FOUN- DATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CON- STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINiMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. NEW 12" D.I. MAIN 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF COVER SHALL BE C900 OR DUCTILE IRON, CLASS 50. RECOMMENDED FOR APPROVAL BY BY � BY 12" VERTICAL CROSS (MA AS -BUILT SET 2 12" PLUGS (M,J) -J TOP PLUG W;'2" TAP & 2" PLUG (M,1) UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING TESTING DETAIL CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS P. NTS DETERMIN � jo_� � OR UNDER MY DIRECT SUPERVISION ON THIS DATE:_ FR 19 7., �v \ N L . p� A 5► ' _ �ti� x 132 4 J F o� ss - NA L 1�� ExPIRES 9 JAN 2006 StAW NOT wino wwESS SIGNED & ()ATM DALEY- MORROW- POBLETE, INC. r 726 AUBURN AA' N. AUBURN, WASHINGTON 98002 HONE: (253) 333 -2200; FAX: (253) 333 -2206 l ENGINEERING - SURVEYING LAND PLANNING i►'1COr•�prtat�d oQa• 4✓- 299323 <!S z t 9 .32 Z) SCANNED MAY 0 12006 I* r 2 4 SUFFICIENT DISTANCE TO ALLOW FOR FINISHED CONNECTION TO EXISTIN(= MAIN EXISTING 12" D.I. WATER MAIN TEMPORARY 12" TEMPORARY CONCRETE BLOCKING I � PLUG (M,I) W;'2" TAP & BLOW-OFF ASSY. I SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOTXAPWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF --WAY SHALL BE LIMITED TO 8:30 A.M. TO 3.30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE ACCORDANCE WITH "STANDARD SPECIFICA- TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASH- INGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CON- STRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED FOUN- DATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CON- STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINiMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. NEW 12" D.I. MAIN 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF COVER SHALL BE C900 OR DUCTILE IRON, CLASS 50. RECOMMENDED FOR APPROVAL BY BY � BY 12" VERTICAL CROSS (MA AS -BUILT SET 2 12" PLUGS (M,J) -J TOP PLUG W;'2" TAP & 2" PLUG (M,1) UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING TESTING DETAIL CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS P. NTS DETERMIN � jo_� � OR UNDER MY DIRECT SUPERVISION ON THIS DATE:_ FR 19 7., �v \ N L . p� A 5► ' _ �ti� x 132 4 J F o� ss - NA L 1�� ExPIRES 9 JAN 2006 StAW NOT wino wwESS SIGNED & ()ATM DALEY- MORROW- POBLETE, INC. r 726 AUBURN AA' N. AUBURN, WASHINGTON 98002 HONE: (253) 333 -2200; FAX: (253) 333 -2206 l ENGINEERING - SURVEYING LAND PLANNING i►'1COr•�prtat�d oQa• 4✓- 299323 <!S z t 9 .32 Z) SCANNED MAY 0 12006 I* r 2 4 z 9 r� r� 2 LJ I) 0 U w �w 1�m I 1 i I U I I I I 1 I ml I �I o' ml I on hi01 I of rn 1 I vl tall-'2 al s r U EXISTING C >RoON0 w a , PROPOSED GROUND f .r- �-- z 2201 c. � _._ :-- 220 - - - -- Q z to + I WATER CROSSING I. E. - 209.81 I Q 210 - - - - - - - - -- - - - - -- - -_ - - 210 i SS CROSSING I I.E. - 205.93 I i L/ ) - lD 00 1ri I •- N cJ � N O,i N I i t I 70+ i1 71 + 00 PROFILE - ALIGNMENT 'H' SCALE: 1 " r- 20' (H.), 1 " = 5' (V.) WA -TER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF RENTON STANDARDS SPECIFIC FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT --OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. : 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND L. « 0 NIPPLE: AND 2 -2' 900 BEND. SCREWED IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE oai v AT THIS POINT FIELD LOCATE �E I GQ rIT, CIA 8 8 E4 a cr 6= ' , U r ' "a w LAND PLANNING W �0.4 - PLAN . c CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS TWO PIECE CAST IRON VA ?.VE E;QI'AL TO OLYMPIC' FOUNDR-i CO c STANDARD 8" TOP SECTION. WITH ', CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM ,m E � TO ,,, E � r •C . e l' C CT AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH --ON OR vv #78 ERLD FOUNDRY CC) 2" CLOSE NIPPLE MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON BETWEEN CAP OR PLUG \ \ Q AND 2" 90' ELBOW a TEE AND 90' ELBOW PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 INtiTA;.L 4 MIL FOLti "E'CHti`LFN r 2" 90' ELBOW PLASTIC G ,*OVER OVER WASHED STANDARDS. GRAVEL CUT HOLE FOR PIPE w ' 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH 1�m I 1 i I U I I I I 1 I ml I �I o' ml I on hi01 I of rn 1 I vl tall-'2 al s r U EXISTING C >RoON0 w a , PROPOSED GROUND f .r- �-- z 2201 c. � _._ :-- 220 - - - -- Q z to + I WATER CROSSING I. E. - 209.81 I Q 210 - - - - - - - - -- - - - - -- - -_ - - 210 i SS CROSSING I I.E. - 205.93 I i L/ ) - lD 00 1ri I •- N cJ � N O,i N I i t I 70+ i1 71 + 00 PROFILE - ALIGNMENT 'H' SCALE: 1 " r- 20' (H.), 1 " = 5' (V.) WA -TER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF RENTON STANDARDS SPECIFIC FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT --OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. : 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND L. « 0 NIPPLE: AND 2 -2' 900 BEND. SCREWED IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE oai v AT THIS POINT FIELD LOCATE �E I GQ of CIA 8 8 E4 a cr � ' , U r ' "a w LAND PLANNING W �0.4 - PLAN . c CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS TWO PIECE CAST IRON VA ?.VE E;QI'AL TO OLYMPIC' FOUNDR-i CO c STANDARD 8" TOP SECTION. WITH ', CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM ,m E � TO ,,, E •C . e l' C CT AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH --ON OR vv 1�m I 1 i I U I I I I 1 I ml I �I o' ml I on hi01 I of rn 1 I vl tall-'2 al s r U EXISTING C >RoON0 w a , PROPOSED GROUND f .r- �-- z 2201 c. � _._ :-- 220 - - - -- Q z to + I WATER CROSSING I. E. - 209.81 I Q 210 - - - - - - - - -- - - - - -- - -_ - - 210 i SS CROSSING I I.E. - 205.93 I i L/ ) - lD 00 1ri I •- N cJ � N O,i N I i t I 70+ i1 71 + 00 PROFILE - ALIGNMENT 'H' SCALE: 1 " r- 20' (H.), 1 " = 5' (V.) WA -TER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF RENTON STANDARDS SPECIFIC FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT --OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. : 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND _ NIPPLE: AND 2 -2' 900 BEND. SCREWED IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AT THIS POINT FIELD LOCATE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE I ENGINEERING SURVEYING FOR UTILITY LOCATE CALL I CONCRETE METER BOX i A L 48 -HOUR LOCATORS, 1- 800 -424 -5555. 11 11 LAND PLANNING 2" 90' ELBOW 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE - PLAN ` CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS TWO PIECE CAST IRON VA ?.VE E;QI'AL TO OLYMPIC' FOUNDR-i CO 15EE DWI; BR46 PAGE BC1901 GROUND LINE STANDARD 8" TOP SECTION. WITH ', CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM -- � TO quo - �- 2" GATE VALVE, SCRFWEI*-\ . 2 -1:.2" NS'1' (HOSE) 2" GALVANIZED AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH --ON OR PIPE 12" LONG #78 ERLD FOUNDRY CC) 2" CLOSE NIPPLE MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON BETWEEN CAP OR PLUG \ \ Q AND 2" 90' ELBOW a TEE AND 90' ELBOW PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 INtiTA;.L 4 MIL FOLti "E'CHti`LFN r 2" 90' ELBOW PLASTIC G ,*OVER OVER WASHED STANDARDS. GRAVEL CUT HOLE FOR PIPE � - -_- 18" LONG 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. CEMENT LINING SHALL BE IN ACCORDANCE _ WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS C SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA < C110/A21.10 -82 c OR ANSI /AWWA C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE N `� IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82 OR A COMBINATION OF - ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT J -J l� �o THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH - SECTION 53 -5.3 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 Z E-- OF ANSI /AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR - = AND L IL' i TRANSMITTED TO THE OWNER. � z 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE a AND o 0 -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM J� WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE j `I CLOW LIST 14, MUELLER COMPANY NO. A2380, OR M &H. ALL VALVES 12" j IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER 'Y �-' STANDARD DETAIL FOR 12" GAVE VALVE ASSEMBLY VAULT AND 1" BYPASS �t INSTALLATION. E� 1 0 I 0 L_ L c C C c 0 210 SS CROSSING I.E. = 205.95 -lr;l'4.ki 51 00. 1120 n N� N� I. E. = 210.86 CJ CJ 80 +00 81+00 PROFILE - ALIGNMENT T SCALE: 1 - 20 (H.), 1 - S (V.) 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 -1 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1 -1 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU FT DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION. 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 10. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY --FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL OF, FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICA- TIONS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACK - FILLING ALL CONSTRUCTION, THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. ROLL 20!b 2 J a - -I .'20 I i 210 I I } ' 3 i I I I 1171 i N I 7 L 15. CONTR ACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 16• ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CU T. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS, CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. 20. ALL DUCTILE IRON PIPE SECTIONS EXCEEDING 20% SLOPE SHALL HAVE ONE PIPE ANCHOR PER CITY STDS. 21. FILL AND COMPACT THE ROAD PRISM (ROADBED) TO FINISH GRADE PRIOR TO EXCAVATION FOR THE INSTALLATION OF THE WATER MAIN IN ALL AREAS TO BE FILLED. FIRE' HII)RA -NT SHALL PE CORFY TYPE EQUAL TO IOWA F -5110 OR COIIrPEc'1.1N TYPE SUCH AS CLOW MEDALLION; M & H 929 - 78' TO 20" BEHIND RAI`k OF CURB AND Wl7F! 1.ER SGIFER CENTURION 200 WITH 6" MECHANICAL JOINT OR I2_ BEHIND HACK OF 5111EWAI.F INLET WI TI; LUGS � THAT IS ADJACENT TO CURB N -I 4 MA:N ':DAVE OPENING TWO 2-1.2" HOSE CONNECTIONS NaT1ONiI `TA"DARD THRA DS 9` PUMPER CONNECTWN CITY OF SEATTLE THREADS WITII A STORTZ ADAPTER. 4• SEATTLE THREAD I TWO PIECE CA;-,T IRON VALVE 3OX WITH UTG T•IPE COVER X s' STC'RTZ ATTACHED WIT11 1,8- STAINLEFF STEEL CABLE ov I EQVA_. TO OLYMPIC FOUNDRY CO 37ANDARD 8- TOP 3E•'nk)N WITH 1 -1,4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE REGULAR BASE SECTION LENGTH TO FIT VALVE Nlrr EICIFNSIt)N PAINTFE: wIIH Two COATS 0Y PAINT PRESFEVATIVE ® 1 AS REQGIIRED ISEF DWG BR46 PAVE B090) PAIN* N 13 655 SAFETY YEt2,OW (`R APPROVFD EQUAL MAX � PI'MFER (-- UNNECTION To FACE ROADWAY A-SSEMHLY MIN 1 RAISED PAVF,IIFNT MARKER TYPE 88 A8 FIRE P'r DRANT EXTENSION TO BE USED IF RF,QlNRED / - MMSONITE TWO - WAY BI DE 12 MIN _ CONCRETE BLOCi;!NG a�t CONCRETE: BLOCKIN - CAST IRON TFF. *IT" R•• FLANGE SIDE OUTLET. 8" GATE VALVE (FL X MJ1 AWWA 509, RESILIENT SEAT d- DUCTILE IRON PIPE. IAq,S 52 CILWVNI LINED LENGTH TO FIT TWO 1,4 STEEL. TIE RODS SEE STD DETAIL FOR TIE RODS Id- x 8" x 4" MINIMUM- � CONCFETE BLOCK LEVFI ALL GR01_*4D UNDER HYDRANT �-1 %9 CU- YD MA;;4FI) DRAIN ROCK i:l- TO 3/8-) MIN 3' RADIUS EIRE H _rUAN_'r _ gMMQL]- - LEVEL ALL OROU" 6" STORTZ /• MIN 3' RADIUS ONE MAN ROCK- • l 8 m _l zlu FIRE HYDRANT ASSEMBLY DETAIL. HYDRANT LOCATION IN CUT 08 FILL ADOPTED CITY OF FtTWn)N SrANDA11>n PLANS -_JAI �i.'• t e%R -m.lri R.!ormat to li zl'7 Pit' :,T i>JT DATE. 12/96 5; to krctrtd Pumpm vort -- Dc : T 8'15 • Corrected tut k CM o trot color. RTTI _pT TE -�N Bti_ AFPR DWG `NAME BR24 SP PANE 9102 FR198 2" BEEHIVE STRAINER - /- 2 OPEN PA•tTERN, RFTI IRN REND .- 2" GALVANIZED IRON PIPE FIELD LOCATE 2' UNION T 2 ' GU)SE NIPPLE: 17' x28" CONCRETE METER 3OX WITH J 8 �'TEEL DIAMOND CUT OPENING AS REQUIRED, 18- SHORT NIPPLE , 1'UTE COVER EQUAL TO FOG -TITE METER SEAL CU NO2 � AFTER INSTAJ1ATInN, GROUT I 2'' ANION-, % / METER 13OX FIELD LOCATE AROUND PIPE -- i TEE 2" 90' BEND WITH CLOSE NIPPLE BETWEEN BEND AND TEE BRONZE GATE VALVE. SCREWED EQUAL To RED WHITE VALVE CORP f 2" 90' ELBOW--` % FIG NO 280 2" GALVANIZED IRON PIPE TO FITi 2 -2" 90' BENDS WITH CLOSE NIPPLE BETWEEN BEN 2" GALVANIZED IRON PIPE �`! � • c o CLOSE NIPPLE 18" LONG 4 •0 o o 0 l''_ 12'' MIN 4 o e0s - '- .�-- CORPORATION STOP 90' VENT) I P THREAD �_ e! ,o i0 COPPER. EQUAL TO FORD FB 500 2" GALVANIZED IRON � PIPE TO FIT 2" CAP WIT14 1/8 HOLE -' 2" 90' ELBOW - DOUDLE STRAP SERVICE CLAMP WITH FOR DRAIN 2" IPS TAP TO FIT, EQUAL TO MUELLER CO AIR AND VACUUM VALVE 2" ASSEMBLY - APCO NO. 1452C OR EQUAL WASHED GRAVEL. PASSING; 1 -1 , 2.. AND RETAINED ON 1 4' MESH FOR DRAIN NOTE: AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BF INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED. PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED 2" AIR & VACUUM RELEASE VALVE ASSEMBLY ADOPTED C'RY OF RENTON ♦ � ' STANDARD PUNS 1►ST DATE. 12/96 DWI;, NAME BP51 SP PAGE:8095 WATER MAIN 7 f IF 'kI)DITIONAL ADJUSTMENT IS REQUIRED. INSTALL 2 -2' CLOSE r NIPPLE: AND 2 -2' 900 BEND. SCREWED 2" CLOSE NIPPLE- AT THIS POINT FIELD LOCATE ss101NV I ENGINEERING SURVEYING ECG\ I CONCRETE METER BOX A L - --- 2` CLOSE NIPPLE LAND PLANNING 2" 90' ELBOW 2" 90« ELBOW -- •A :. .�•R• -�;,I; .: 2" GALVANIZED PIPE AS REQUIRED CONCRETE. BLOCKING �r PLAN STAMP NOT VALID UNLESS SIGNED & DATED VALVF NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VA ?.VE E;QI'AL TO OLYMPIC' FOUNDR-i CO 15EE DWI; BR46 PAGE BC1901 GROUND LINE STANDARD 8" TOP SECTION. WITH ', % CONCRETE SIDEWALK --, 6" MAX j-- - -- /` RFGULAR BASE SECTION LENGTH � TO FIT quo - �- 2" GATE VALVE, SCRFWEI*-\ . 2 -1:.2" NS'1' (HOSE) 2" GALVANIZED BLOW-OFF AN PIPE 12" LONG #78 ERLD FOUNDRY CC) 2" CLOSE NIPPLE 2'.x2 "x2" TEE BETWEEN CAP OR PLUG \ \ 2" CLOSE NIPPLE BETWEEN AND 2" 90' ELBOW a TEE AND 90' ELBOW INtiTA;.L 4 MIL FOLti "E'CHti`LFN r 2" 90' ELBOW PLASTIC G ,*OVER OVER WASHED Q" GALVANIZED PIPE GRAVEL CUT HOLE FOR PIPE � - -_- 18" LONG 18" MAX *70 V&D* 10 CU_ FT WAtiHED GRAVFI PASSING, -------/ 1 -1 2" AND RETAINED ON 1 4" MESH FOR DRAIN _V, -MJON PERMANENT Z' BLOW - -TIFF ASSEMBLY 2" CAP WITH 1, 8" (FOR 8" MAINS AND SMALLER) TAP FOR DRAIN ADOPTED Crff OF RENTON .�. sTANDARO PIANO lST DATE ) 2, 96 BY F R' DWG NAME BR25A SP PAGE 8105 :Sao 2,9 3 3 RECOMMENDED FOR APPROVAL BY BY BY ..r O DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200; FAX: (253) 333 -2206 ss101NV ENGINEERING SURVEYING ECG\ �) A L LAND PLANNING _ r` [EXPIRES 9 JAN 2006 incorporcatad STAMP NOT VALID UNLESS SIGNED & DATED OQ 6- eo. r 2 l93 OW 4Cs-- 2 x 93.,_ 3) SCANNED MAY 0 12006 4 a Z Q Z 1 8 z / I i i 1 I I I I I I I I I ti i co �I Z�W nI C)I n! I al AIM �Irn 1 F-I U W 0 a I I L�J I m LOW POINT ELEV = 245.46 LOW POINT STA = 60 -1 00 PVI STA = F0 +12.50 PVI ELEV = 245.46 A.D. = 3.00 K = 8.33 O + c°o 2'I f]C) 24(1 =a oz ow O oz of a dX cn z 260 250 240 t p a�i o I M 'G 0 o 'E I u �[ OI '- W j LIJ o� L•L. - C z, E 0 u *5 E 3, CASTING TO BE PER DkAWINI, BR ,I ,. E s. O.' CC °' F 711 5. ALL JOINTS SHALL. BE GROUTED 0 z V� '. wl SURFACES. INCLUDING CHANNELING COATED (SEALED) � WITH A HIGH SOLIDS URETHANE COATING. LID ~0 V -) r W OR APPROVED EQUAL 0 I L�J I m LOW POINT ELEV = 245.46 LOW POINT STA = 60 -1 00 PVI STA = F0 +12.50 PVI ELEV = 245.46 A.D. = 3.00 K = 8.33 O + c°o 2'I f]C) 24(1 =a oz ow O oz of a dX cn z 260 250 240 MAN1101 E FRAME AND COVER a�i o w� u 'G 0 o 'E I u �[ OI '- W j I� 1 L•L. - I z, E u *5 E 3, CASTING TO BE PER DkAWINI, BR ,I ,. E s. all CC °' F 1 5. ALL JOINTS SHALL. BE GROUTED a z z '. STEPS SHALI. BE INCLUDED SURFACES. INCLUDING CHANNELING COATED (SEALED) V WITH A HIGH SOLIDS URETHANE COATING. LID CONCRETE RISER BY PIPE IN- Q W OR APPROVED EQUAL 0 7. RUPBER GASKF?TED JOINTS SHALL LSE IN CONFORMANCE I� WITH ASTM C 443 �l I L�J I m LOW POINT ELEV = 245.46 LOW POINT STA = 60 -1 00 PVI STA = F0 +12.50 PVI ELEV = 245.46 A.D. = 3.00 K = 8.33 O + c°o 2'I f]C) 24(1 =a oz ow O oz of a dX cn z 260 250 240 MAN1101 E FRAME AND COVER a�i o w� u 'G 0 o 'E &.4 u �[ '- W j - cl 2. STEP: ARE TO BE IN PL.AcE BFFoRE MANFIJLE SECTIONS I z, E u *5 E 3, CASTING TO BE PER DkAWINI, BR ,I ,. E s. all CC °' o v a� C� I L�J I m LOW POINT ELEV = 245.46 LOW POINT STA = 60 -1 00 PVI STA = F0 +12.50 PVI ELEV = 245.46 A.D. = 3.00 K = 8.33 O + c°o 2'I f]C) 24(1 =a oz ow O oz of a dX cn z 260 250 240 MAN1101 E FRAME AND COVER 230 NOTES. C9 Ir ADJUSTMENT (4" MIN) I STEPS TO BE 3/4' 0 DEFORMI-it HAIR :,ALVANIZ,E;D SAFETY ' - CONE 2. STEP: ARE TO BE IN PL.AcE BFFoRE MANFIJLE SECTIONS I _J RUBBER GASKETED JOINTS 3, CASTING TO BE PER DkAWINI, BR ,I '1 s. CONCRETE 5. ALL JOINTS SHALL. BE GROUTED a z z '. STEPS SHALI. BE INCLUDED SURFACES. INCLUDING CHANNELING COATED (SEALED) Q WITH A HIGH SOLIDS URETHANE COATING. LID CONCRETE RISER BY PIPE IN- Q W OR APPROVED EQUAL 0 7. RUPBER GASKF?TED JOINTS SHALL LSE IN CONFORMANCE W WITH ASTM C 443 8- CHANNEL HEIGHT SHALL BE A MINIMUM 'aF 3/4 THE !NSIDE I L�J I m LOW POINT ELEV = 245.46 LOW POINT STA = 60 -1 00 PVI STA = F0 +12.50 PVI ELEV = 245.46 A.D. = 3.00 K = 8.33 O + c°o 2'I f]C) 24(1 =a oz ow O oz of a dX cn z 260 250 240 t Z rn N HIGH POINT ELEV = 246.77 HIGH POINT STA = 604 (92.10 PVI STA = 60479,,-44 PVI ELEV = 241.4;" AD. - -5.75 K = 1 '.38 4�. 10 0.00' VC A.D. = 2.75 K = 9.08 c0 014 Cs t pi ; ---i► d- r- I � N - d N UD AS -BUILT GROUND c) w I a) 0) In V LIJ w V V > EXI' >TIN(7 GROUND I�rI �`' �' °7 -- - - -w PROPOSED GROUND C"4 C.l C J t- w ! I - ' - -- u' Q> (A IJ 1 _ �' - --� > m j - - - - ' --- as w r.. .,may . - _ 1 -•--- _ r 1" A.R.V. ASSY. - I 'C' STA. 28 +07.25, 2.43' RT. 272.5 LF 10" D. I. - CL. 52 'G' STA. 60 +02.43, 7.00' RT. I 1 - 10" TEE (M J) " L N �i- N w w 1 - 10 G. V_ (M J) 'D' STA. 38 +31.67, 3.24' RT. " -- Y -_ 1 - 10 PLUG (MJ) _- ._ -- _._..- • -_ -_ -- _._.. ._�------ _.- �____.._----- - -__._ _________� -- -- _ - - - - -- ---- --�,G, STA. 62 +74.92, 11.51' RT. - 2 -- BLOCKS 1 - 10 "x6" TEE (FL) z 1 - 6" G.V. (FLxMJ) w ui 1 - 5-1/4- M.V.O. F.H. ASSY. �z 1 - 10" TEE (FL) + _, . _ -. - - _ -- _r. -.__. _ _- - __ -_.- - _._... __. __._ -_ -- - - _-- •- _ -..._ _ -. r_._______._________._----- ___.__r_____.- .____-- __ - -_r ? 1 -- 10 UNIV. FLG. ADAPTER -, -- •_ . .__. __ C14 < 1 -- 10 "x4" REDUCER (FL) x 1 4 G.V. (FLxMJ)1 z 10" G.V. (FLxMJ) C`J cdl CJI N I 2 -- BLOCKS 60 +00 614 00 62 +00 PROFILE - ALIGNMENT 'G' SCALE: 1 " = 20' (H.), 1 " = 5' (V.) 243.98 246.60 243.98 ' I I I • 1 I , a7 U-) I Lri co ' � N EXI `TINC tYRC)I IN0 I � I PROPOSED GROUND 5, • 2 917. j 1 I • I cD ct ' 0 N; 91400 PROFILE - ALIGNMENT 'J' SCALE: 1 " 20' (H.), 1" 5' (V.) `MJ oz w cci � 0Z + J Q FX- V) z 25x7 -- --- - -- - - - - - -r- EXISTING GROUND PROPOSED GROUND 25.00' VC ' I z- - - -_— ---. -- _ _ - - -- - - -- - - - -- - -- -_ 1 , 25.00' VC 0; Liz n j to T6 aJ Id a Itt c., r�I r•J, cJ I I 140 +00 141 -1-00 'Ca o~ a w 0 0 + 0 tea. J .,= X Z - 4 x 2 1, 2 I1RE DEPARTMENT DOUBLE I'UNNE1'lIUN FOR STAND PIPE wrrH BREAKARLE CAST IRON HOSE ONE EACH SIDE CAPS EQUAL TO GRINNEL FIG 1M2 WITH HOSE PRECAST CONCRi7rE VAULT WrrH 2 - 3'x 3' CAPS FIG 1331 HINGED STEEL PLATE COVERS D]MF.NSI4)NS 5'. -0- x 9 -0- x 7' -2- 4' PIPE FL x FI. UTILITY" VAULT CO 4484 -W OR EQU 7' -0' TANG— FL EQUAL TOEMUELLER CO A-21500-6 WTTH BALI THE BY -PASS ASSEMBLY SHALL BE DRIP VALVE AT BOTTOM INCLI'DED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY - - � INSTALL EPDXY NOW- SHRINK ;ROUST (TYP 1 `�� . .. ,�y, ,,,.. F.4 •. 4" PIPE. FL x Ft. 3'0- LANG • 1 i / 4- SHORT RADIUS 90• BEND FL 4• FL x P.E D.1 PIPE *Fml ;yam COLLAR 18' FROM P E * f. 4 3' -4' LONG 12' ALL AROUND r� •�; .,..j .t DEADMAN BLOCK REQUIREn CONCRETE BLOCKINO , �s ~~ 4- x4'x4- TEE FL ALL DETECTOR DOUBLE CHECK VALVF" ASSEMBLIES SHALL INrLLW - ----/ RSSILIENT SEATED SHIYTOFF VALVES AND TEST cACf`,S. AND AFPHOV'ED 4 GATE ' VALVE NJ K FL WITH INDp'ATOR POST CR05;- CONNElf10N CONTROL ASSEMBLIES PER DSH.S LATEST APPROVED LIST INDICATOP POST VAIV'E SAME. SIZE AS DOUBLE DOUBLE -HECK VALVE ASSEMBLY W- L.UDES TWO RESILIENT SEATED SHUTOFF VAL%*,,; \ CHECK VALVE IMITLLER CO nR EQUAL) 4'- FL NGTI) COUPLIN , AnAPTE14 EQUAL TO ROMA,- 4- MI TILE IRON 'LASS 52 PIPE. CEMFNT LINED. LENGTH TO FIT I. LOCATE VAULT IN PLANTING, AREA NOT IN PAVING •� 2. 4' AND LARGER BENDS AND TEFS TO BE CAST ♦ PIPE FL I IRON CEMENT UNF.11 �w I 3• TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVLS AT THE TIMF "1F' INSTALLATION TO TENTER THE PIPE IN VAi"i.T OPENIN,: AFTER COMPLETE INSTALLATION REM,,VF. THE -EMPORARY 3V FORT AND INSTALL CONCRFTL F11PPORT PAD SIR ADJUSTABLE PIPF. SUPPORT 11'• -� >• , 4" DDCV ASSEMBLY 4 SMALL GALVANIZED LADDER FOR ACCESS. T t / ` S LESSER FWD INSTALLATICN MAIN DIX VA AND 4 STANDPIPE M, 2 2 -1/2- NOZZLE I IRY -PASS XVA MIST BE TE:'TF.D QAT1SFACTORIT.1 YO' BEND R BY A DEPT OF HEALTH rER11FWD RACKFLOw CROSS CONNECf10N BACKFLOM 49SEMP11 TESTER TEFT REPORT TO BE SURMF' ^'F'D ;? TO CITY ! +E RENTON WATER '.'TILITY ENGINEER w; PROTECTION ASSEMBLY e "R DRAIN TO GALVANIZEn :9 M, DEPT PRIOR TO ACT:V'ATIoN OF NT'W SANE ADOPTED DA 'NT OR STORM T LADDER 1!- INSTALL BRASS PLtTCS AT ALL TES 1 '= x K� DRA.A It! I. WITH �'` r1 ' " a CITY OF RE1VT(N1 CATCH PA,"IN OP. MANW_.E - -- • S'T'ANDARD PLANS COMPACTED FOUNDATION GRAVEL LST DATE 12,96 END _v1F1w ! sllrTr -1>r aw f�► , 3 " rG FAR6l` TF Il ANI r:MEh: wtca r, A•: T' -- - -- R' vl I -- DWG NAME- @RSfiA SP PAGE. 80981 ROLL 202 FR199 MORTAR FILL ET PROFILE - ALIGNMENT 'K' SCALE: 1 " = 20' (H . ), 1 " = 5' (V.) 12" MAX e--"u 7' MIN - MAN1101 E FRAME AND COVER 230 NOTES. - -- ADJUSTMENT (4" MIN) I STEPS TO BE 3/4' 0 DEFORMI-it HAIR :,ALVANIZ,E;D SAFETY ' - CONE 2. STEP: ARE TO BE IN PL.AcE BFFoRE MANFIJLE SECTIONS I _J RUBBER GASKETED JOINTS 3, CASTING TO BE PER DkAWINI, BR ,I '1 s. CONCRETE 5. ALL JOINTS SHALL. BE GROUTED z z '. STEPS SHALI. BE INCLUDED SURFACES. INCLUDING CHANNELING COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING. CONCRETE RISER BY PIPE IN- Q OR APPROVED EQUAL 0 7. RUPBER GASKF?TED JOINTS SHALL LSE IN CONFORMANCE W WITH ASTM C 443 8- CHANNEL HEIGHT SHALL BE A MINIMUM 'aF 3/4 THE !NSIDE DIAMETER OF THE LARGEST FIEF: -- MAX PIPE SIZE - 21" I D 9 CONNECTIONS TO MANHOLE SHALL BE MADE USING GFK C (2 ADAPTER, KOR- N - SEAL BOOTS OR APPROVED EQUAL t_ .' LADDER- STV ALITMINIIM C, W OR GALVANIZED STEEL CONCRETE SHELF NOTE: A "FALL RESTRAINT" DEVICE IS I REQUIRED ON ALL MANHOLES GREATER PRE '''AST BASE `ErTioN THAN 20 FEET IN DEPTH. TYPE LL OR CAST IN SHELF L7" ,i, 90+ uo t Z rn N HIGH POINT ELEV = 246.77 HIGH POINT STA = 604 (92.10 PVI STA = 60479,,-44 PVI ELEV = 241.4;" AD. - -5.75 K = 1 '.38 4�. 10 0.00' VC A.D. = 2.75 K = 9.08 c0 014 Cs t pi ; ---i► d- r- I � N - d N UD AS -BUILT GROUND c) w I a) 0) In V LIJ w V V > EXI' >TIN(7 GROUND I�rI �`' �' °7 -- - - -w PROPOSED GROUND C"4 C.l C J t- w ! I - ' - -- u' Q> (A IJ 1 _ �' - --� > m j - - - - ' --- as w r.. .,may . - _ 1 -•--- _ r 1" A.R.V. ASSY. - I 'C' STA. 28 +07.25, 2.43' RT. 272.5 LF 10" D. I. - CL. 52 'G' STA. 60 +02.43, 7.00' RT. I 1 - 10" TEE (M J) " L N �i- N w w 1 - 10 G. V_ (M J) 'D' STA. 38 +31.67, 3.24' RT. " -- Y -_ 1 - 10 PLUG (MJ) _- ._ -- _._..- • -_ -_ -- _._.. ._�------ _.- �____.._----- - -__._ _________� -- -- _ - - - - -- ---- --�,G, STA. 62 +74.92, 11.51' RT. - 2 -- BLOCKS 1 - 10 "x6" TEE (FL) z 1 - 6" G.V. (FLxMJ) w ui 1 - 5-1/4- M.V.O. F.H. ASSY. �z 1 - 10" TEE (FL) + _, . _ -. - - _ -- _r. -.__. _ _- - __ -_.- - _._... __. __._ -_ -- - - _-- •- _ -..._ _ -. r_._______._________._----- ___.__r_____.- .____-- __ - -_r ? 1 -- 10 UNIV. FLG. ADAPTER -, -- •_ . .__. __ C14 < 1 -- 10 "x4" REDUCER (FL) x 1 4 G.V. (FLxMJ)1 z 10" G.V. (FLxMJ) C`J cdl CJI N I 2 -- BLOCKS 60 +00 614 00 62 +00 PROFILE - ALIGNMENT 'G' SCALE: 1 " = 20' (H.), 1 " = 5' (V.) 243.98 246.60 243.98 ' I I I • 1 I , a7 U-) I Lri co ' � N EXI `TINC tYRC)I IN0 I � I PROPOSED GROUND 5, • 2 917. j 1 I • I cD ct ' 0 N; 91400 PROFILE - ALIGNMENT 'J' SCALE: 1 " 20' (H.), 1" 5' (V.) `MJ oz w cci � 0Z + J Q FX- V) z 25x7 -- --- - -- - - - - - -r- EXISTING GROUND PROPOSED GROUND 25.00' VC ' I z- - - -_— ---. -- _ _ - - -- - - -- - - - -- - -- -_ 1 , 25.00' VC 0; Liz n j to T6 aJ Id a Itt c., r�I r•J, cJ I I 140 +00 141 -1-00 'Ca o~ a w 0 0 + 0 tea. J .,= X Z - 4 x 2 1, 2 I1RE DEPARTMENT DOUBLE I'UNNE1'lIUN FOR STAND PIPE wrrH BREAKARLE CAST IRON HOSE ONE EACH SIDE CAPS EQUAL TO GRINNEL FIG 1M2 WITH HOSE PRECAST CONCRi7rE VAULT WrrH 2 - 3'x 3' CAPS FIG 1331 HINGED STEEL PLATE COVERS D]MF.NSI4)NS 5'. -0- x 9 -0- x 7' -2- 4' PIPE FL x FI. UTILITY" VAULT CO 4484 -W OR EQU 7' -0' TANG— FL EQUAL TOEMUELLER CO A-21500-6 WTTH BALI THE BY -PASS ASSEMBLY SHALL BE DRIP VALVE AT BOTTOM INCLI'DED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY - - � INSTALL EPDXY NOW- SHRINK ;ROUST (TYP 1 `�� . .. ,�y, ,,,.. F.4 •. 4" PIPE. FL x Ft. 3'0- LANG • 1 i / 4- SHORT RADIUS 90• BEND FL 4• FL x P.E D.1 PIPE *Fml ;yam COLLAR 18' FROM P E * f. 4 3' -4' LONG 12' ALL AROUND r� •�; .,..j .t DEADMAN BLOCK REQUIREn CONCRETE BLOCKINO , �s ~~ 4- x4'x4- TEE FL ALL DETECTOR DOUBLE CHECK VALVF" ASSEMBLIES SHALL INrLLW - ----/ RSSILIENT SEATED SHIYTOFF VALVES AND TEST cACf`,S. AND AFPHOV'ED 4 GATE ' VALVE NJ K FL WITH INDp'ATOR POST CR05;- CONNElf10N CONTROL ASSEMBLIES PER DSH.S LATEST APPROVED LIST INDICATOP POST VAIV'E SAME. SIZE AS DOUBLE DOUBLE -HECK VALVE ASSEMBLY W- L.UDES TWO RESILIENT SEATED SHUTOFF VAL%*,,; \ CHECK VALVE IMITLLER CO nR EQUAL) 4'- FL NGTI) COUPLIN , AnAPTE14 EQUAL TO ROMA,- 4- MI TILE IRON 'LASS 52 PIPE. CEMFNT LINED. LENGTH TO FIT I. LOCATE VAULT IN PLANTING, AREA NOT IN PAVING •� 2. 4' AND LARGER BENDS AND TEFS TO BE CAST ♦ PIPE FL I IRON CEMENT UNF.11 �w I 3• TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVLS AT THE TIMF "1F' INSTALLATION TO TENTER THE PIPE IN VAi"i.T OPENIN,: AFTER COMPLETE INSTALLATION REM,,VF. THE -EMPORARY 3V FORT AND INSTALL CONCRFTL F11PPORT PAD SIR ADJUSTABLE PIPF. SUPPORT 11'• -� >• , 4" DDCV ASSEMBLY 4 SMALL GALVANIZED LADDER FOR ACCESS. T t / ` S LESSER FWD INSTALLATICN MAIN DIX VA AND 4 STANDPIPE M, 2 2 -1/2- NOZZLE I IRY -PASS XVA MIST BE TE:'TF.D QAT1SFACTORIT.1 YO' BEND R BY A DEPT OF HEALTH rER11FWD RACKFLOw CROSS CONNECf10N BACKFLOM 49SEMP11 TESTER TEFT REPORT TO BE SURMF' ^'F'D ;? TO CITY ! +E RENTON WATER '.'TILITY ENGINEER w; PROTECTION ASSEMBLY e "R DRAIN TO GALVANIZEn :9 M, DEPT PRIOR TO ACT:V'ATIoN OF NT'W SANE ADOPTED DA 'NT OR STORM T LADDER 1!- INSTALL BRASS PLtTCS AT ALL TES 1 '= x K� DRA.A It! I. WITH �'` r1 ' " a CITY OF RE1VT(N1 CATCH PA,"IN OP. MANW_.E - -- • S'T'ANDARD PLANS COMPACTED FOUNDATION GRAVEL LST DATE 12,96 END _v1F1w ! sllrTr -1>r aw f�► , 3 " rG FAR6l` TF Il ANI r:MEh: wtca r, A•: T' -- - -- R' vl I -- DWG NAME- @RSfiA SP PAGE. 80981 ROLL 202 FR199 MORTAR FILL ET PROFILE - ALIGNMENT 'K' SCALE: 1 " = 20' (H . ), 1 " = 5' (V.) 12" MAX e--"u 7' MIN - MAN1101 E FRAME AND COVER SEE DRAWING DR29 NOTES. - -- ADJUSTMENT (4" MIN) I STEPS TO BE 3/4' 0 DEFORMI-it HAIR :,ALVANIZ,E;D SAFETY STEPS OR EQUAL - CONE 2. STEP: ARE TO BE IN PL.AcE BFFoRE MANFIJLE SECTIONS ARE IN``TALI -ED. RUBBER GASKETED JOINTS 3, CASTING TO BE PER DkAWINI, BR ,I IN ACCORDANCE WITH ASTM C -443 4 MANHOLE SECTIONS TO BE OF REINFORCED PRE -CAST CONCRETE 5. ALL JOINTS SHALL. BE GROUTED STEPS -- 3;'4" DEFORMED BAR 6. SANITARY SEWF,R MANHOLES SHAT•:, HAVE ALL INTERIOR STEPS SHALI. BE INCLUDED SURFACES. INCLUDING CHANNELING COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING. CONCRETE RISER BY PIPE IN- WASSER MC'-- CONSEAL OR APPROVED EQUAL. OR APPROVED EQUAL COLOR OF COATING SHALI, F3E wH,TE. 7. RUPBER GASKF?TED JOINTS SHALL LSE IN CONFORMANCE WITH ASTM C 443 8- CHANNEL HEIGHT SHALL BE A MINIMUM 'aF 3/4 THE !NSIDE DIAMETER OF THE LARGEST FIEF: MAX PIPE SIZE - 21" I D 9 CONNECTIONS TO MANHOLE SHALL BE MADE USING GFK ADAPTER, KOR- N - SEAL BOOTS OR APPROVED EQUAL LADDER- STV ALITMINIIM OR GALVANIZED STEEL CONCRETE SHELF NOTE: A "FALL RESTRAINT" DEVICE IS REQUIRED ON ALL MANHOLES GREATER PRE '''AST BASE `ErTioN THAN 20 FEET IN DEPTH. TYPE OR CAST IN SHELF -i �__- `= L► �''' j�- "SURETRACK" LADDER CLIMBING SYSTEM _. _� .T.,.. OR APPROVED EQUAL. fi� MIN .._ • .►. , ► .. .� �_ i ---I I- 6' MIN {TYV') SANITAF�� IV1�INIIUL� 'I'1 "1'Ic'AL UKT�IIL SANITARY MANHOLE TYPICAL DETAIL —__. _ -... _ ._ _ . _. . _ -.- _. - ADOPTED NOT TO SCALE CITY OF RENTON i STANDARD PLANS _ LST DATE 12'96 10117 96 FDITED TIM DCV AG 9S ADDED NOTE, EDIT TEXT pCV AG Herr ar�lclnu a. evro DWG- NAME- BR28 SP PAGE: BO?1 5- 29932�f AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. RECOMMENDED ACTUAL LOCATION MAY VARY. FOR APPROVAL I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT BY COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS BY DETERMINED ME RR NDER MY DIRECT SUPERVISION ON THIS BY DATE: _�2 l9. Ac DALEY - MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE' (253) 333 -2200; FAX: (253) 333 -2206 CT / MFG 3 �� ENGINEERING - SURVEYING �S��Nq L �Nrv� L� LAND PLANNING I EXPIinCOrPA -,r GfLA>lrcl RES 9 ,)AN 2006 STAMP NOT VALID UNLESS SGINED DATED tt;ANNEo MAY 0 12006 '`�a ,.2s9 3;25 < s 2ss3 2 o r M l M W 6 C l " 7 Q°. E C tq 4 11 1 �2 °' _v v myL. w E O E z �W T 1 4 C V 7 Q°. E C tq 4 11 1 �2 °' _v v • I u I — — - -- -- • -- -- -- -_ ._- --- --- - - -- - _ O• - - �e' ---is ._ - pill tYhPE �_.. N89'01'00 "W - 700.00' «- -- - - ,Z. ----- -- - 1--= �IwP !��w�l�"Nlrwmwirll�i�� Nr��m I I LL.= •.+,�- I 1 Dr � 1 I I 1 1 r .. �_ - J I - fi -.J-�� L _- •_.; I _ .. 'I - �- ,�. _ _ .L - � 1 I ' 1 :1 I I ; I L --- - - - -r* 1 I it ' _ -P•. 1' 1 r __ _ '- - _ � J (1 I J T I I I 1 I x,11 I, rr low one 'Ifoom mw rr .v mW rrr OJ 1 1 ( I , - - - - -- I I If '- -- -- i f I i Is 1 r ++ - -1 I_ 1 - 1 t0 Ono no W O it LI '. I ; 1 - �e.r 1 I'l 1 - - - - -- _^„ I 1 S I ` 1 I ( I i _ -- ._; _. ...J 1 �•� ..-:i Ys�` 1 'L. -.l _"_- _ -l-'- 1 -'!' ,.......' i 1 I 0 _j I I If d _- 1 I / ''1 ,� � ''' << . r I � - - - -- r I - --•''�- V ter' -� _ - � i 1 I I now 1 �• f d 1 I I i;l _ _ _ I r I :�rl I .__ _. 1► - ;�I ____� - -•a I 1 ., 1' I I -1 I ;. 1 • _ - I I i �- ��i- -� r •_� LI 1 ' I r TO •., /" /� — — — J I Jr Ir 1 r- 11Z1LI�Z� , I -- " - L, I - -- -r I 1 ✓ -� - 1 I --� �� II 1 1 1 u l I �.1 '� I ' I Iw� �r - rl� �� iiiJYiYI �+� �■ �� r +rrt� _ - - -. _ _ - � . -- I _ I . _ _ _ ... _ r __ _ _ _ f. - r _ I I 1 �� i i �! N88'J' 0'18 "W 694.47' ----_.. ,i COMPOSITE u i iLi i Y PLAN SCALE: 1 " = 50' . ROLL 20.2 FR2.00 LEGEND RECOMMENDED FOR APPROVAL BY BY BY AS —BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURLS. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS —BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINEQ BY E R UNDER MY DIRECT SUPERVISION ON THIS DATE:Q DALEY— MORROW— POBLETE, INC. A C / 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200; FAX: (253) 333 -2206 o ��.13 ' /0dw ENGINEERING - SURVEYING /08A L LAND PLANNING ir1COrPvr c7t�c! �xPirtES 9 JAN 2006 STAMP NOT VAUD IIIC.ESS SuiNIED R DATED SWNEO MAY 0 12006 0,"+'41 -7�e•t77JrfIr (- f• /- Ar-77s.ccr, a Ow_Pav aws -+ As 0 cv o ,Q N M 0 N m LL' LY • I u I — — - -- -- • -- -- -- -_ ._- --- --- - - -- - _ O• - - �e' ---is ._ - pill tYhPE �_.. N89'01'00 "W - 700.00' «- -- - - ,Z. ----- -- - 1--= �IwP !��w�l�"Nlrwmwirll�i�� Nr��m I I LL.= •.+,�- I 1 Dr � 1 I I 1 1 r .. �_ - J I - fi -.J-�� L _- •_.; I _ .. 'I - �- ,�. _ _ .L - � 1 I ' 1 :1 I I ; I L --- - - - -r* 1 I it ' _ -P•. 1' 1 r __ _ '- - _ � J (1 I J T I I I 1 I x,11 I, rr low one 'Ifoom mw rr .v mW rrr OJ 1 1 ( I , - - - - -- I I If '- -- -- i f I i Is 1 r ++ - -1 I_ 1 - 1 t0 Ono no W O it LI '. I ; 1 - �e.r 1 I'l 1 - - - - -- _^„ I 1 S I ` 1 I ( I i _ -- ._; _. ...J 1 �•� ..-:i Ys�` 1 'L. -.l _"_- _ -l-'- 1 -'!' ,.......' i 1 I 0 _j I I If d _- 1 I / ''1 ,� � ''' << . r I � - - - -- r I - --•''�- V ter' -� _ - � i 1 I I now 1 �• f d 1 I I i;l _ _ _ I r I :�rl I .__ _. 1► - ;�I ____� - -•a I 1 ., 1' I I -1 I ;. 1 • _ - I I i �- ��i- -� r •_� LI 1 ' I r TO •., /" /� — — — J I Jr Ir 1 r- 11Z1LI�Z� , I -- " - L, I - -- -r I 1 ✓ -� - 1 I --� �� II 1 1 1 u l I �.1 '� I ' I Iw� �r - rl� �� iiiJYiYI �+� �■ �� r +rrt� _ - - -. _ _ - � . -- I _ I . _ _ _ ... _ r __ _ _ _ f. - r _ I I 1 �� i i �! N88'J' 0'18 "W 694.47' ----_.. ,i COMPOSITE u i iLi i Y PLAN SCALE: 1 " = 50' . ROLL 20.2 FR2.00 LEGEND RECOMMENDED FOR APPROVAL BY BY BY AS —BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURLS. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS —BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINEQ BY E R UNDER MY DIRECT SUPERVISION ON THIS DATE:Q DALEY— MORROW— POBLETE, INC. A C / 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200; FAX: (253) 333 -2206 o ��.13 ' /0dw ENGINEERING - SURVEYING /08A L LAND PLANNING ir1COrPvr c7t�c! �xPirtES 9 JAN 2006 STAMP NOT VAUD IIIC.ESS SuiNIED R DATED SWNEO MAY 0 12006 0,"+'41 -7�e•t77JrfIr (- f• /- Ar-77s.ccr, a Ow_Pav aws -+ As 0