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HomeMy WebLinkAboutS-233601�- , 3� -, o� 1�� �� �� EXISnNG TYPE II CATCH BASIN N ` EX. FH �c;(TO BE REMOVED AND SALVAGED �� ._ � ��.x � �. ❑ I I � �� R� ��� 0 "- ., a� �'� °��'��1�, � ���� `` O I I ii �' PROPOSED SANTARY SEWER UNE - � I = t/D jk� ��� � � ` � �;: � ��w �' PROPOSED WAItKMAiN I L� � � � ��� ��'� � � ���� � ( ^ _ I 1 I f � f� �����` � ` � M N _ I 1 .. 1 I Z I ., I I Iii 11 I�' � � � "� �` I 1 :, .. � Qv � � NN � I ! � p � ° "� ��`� ;� Q I I I f � T I I I 1 ° I I Z � I ���I� J � ��'�� ��I =_ � Q � sca,.e� r-3o' I I A a � � �" � I I � � a «" �""t- � .���' � I I " i I I I( i i ® � Q Q � I� � I j I � I I I ® o (4i � ^ o � � \� � � f xa Z VJ � St1S.LL6 NI,T�" 1 f- THE UTILITY IMPROVEMENTS WEST OF THE , PROPERTY LINE ARE BEING CONSTRUCTED IN � ,, 6o 9® CONJUNCTION WITH THE UT1Lf11ES FOR THE a � �` Z HILTON GARDEN INN BUT UNDER A SEPARATE UTILITY PERMR NUMBER. f I Q CITY OF RENTON THESE PUNS CAN BE REFERENCED BY THE � �3 (n CITY OF RENTON WD N0. 78248 OR CITY � �\ N OF RENTON PROJECT NO. LUA -97 -099, SA, LLC j` ao a �o o ., N r � N a Fo`M L:c ® °� �¢ U. H w �� � c D' o �E v �E o O+N c_ � �� c rn c o m d(7 o T_ M = b o � N N N N N � 0 m m m m d ® Q ao rn � r` w .a rn �� rn � w rn,n � H rnO�e\ � z� N O T Q) m � � � � m � � � (/y� � O g 5 � � Z ��. � O N. � �: U �� Q } }� � � Z � � U � w wlw w a. a a � � � w w w w � � � � ° ° ° ° o � � � m 1 -10 °x10 "x10" TEE (MJxMJxFL) 1 -10" GATE VALVE (FLxMJ) CONC. BLOCKING RIM =�5- 21.4e IE= 14.74 (f07V IE =¢4�� 14.16 (6'E INSTALL nDEFLEX VALVE FOR SERVICE (PER THIS CONTRACT) �I � — — �) INSTALL: 1 -4" 45' BEND (MJ) 1 -10 "x10 "x4" TEE (MJxMJxFL) CONC. BLOCKING 1 -4" GATE VALVE (FLxMJ) 1 -1/2" COPPER CONC. BLOCKING �UNDSCAPE SERVICE IE =16.90 E O BLDG. =17.00 fp°"�" - 6" PRNATE SANITARY `NEW M SEWER SERVICE .'RIM =21.9 6 LF 6" PVC SS O 2.OX ?IE =19.14 LF 6" PVC 10 LF 8" PVC SS O 2.OX O 2.OX IE O BLDG. =19.50 • NEW FlRE 6 HYDRANT (UNDER SEPARATE CONTRACT) NOTE REFERENCE URKSPUR HOTEL PUNS FOR CONTINUATION OF WATER SYSTEMS. I I I 1 l' �ii �- I Q i�L Q I W PROPOSED TYPE II CATCH BASIN , 3� -, o� 1�� �� �� EXISnNG TYPE II CATCH BASIN N ` EX. FH �c;(TO BE REMOVED AND SALVAGED �� ._ � ��.x � �. ❑ I I � �� R� ��� 0 "- ., a� �'� °��'��1�, � ���� `` O I I ii i� PROPOSED SANTARY SEWER UNE EX. 10" W. PRIOR TO CONNECnON AND I = NOnFY ENGINEER IF A CONFLICT EXISTS. jk� ��� � � ` � �;: � ��w �' PROPOSED WAItKMAiN I L� � � � ��� ��'� � � ���� � ( ^ _ I 1 I f � f� �����` � ` � M N _ I 1 .. 1 I 3 � � � � - ��`� ; � c; - ��?� � I ., I I Iii 11 I�' � � � "� �` I 1 :, .. 1 -5 1/4" MVO FH ASSEMBLY CONC. BLOCKING f ��� T � NN � I ! � p � ° "� ��`� ;� to I I I f n�ir w �_�` =�' ��� �� �� - ,I� F,�,� x � T I I I 1 ° I I ,.:. £� I ���I� J � ��'�� ��I =_ I I ���� � � . �s R DETAILS � �€�� _�� � I I A a � � �" � I I � � a «" �""t- � .���' I I " i I Q i�L Q I W PROPOSED TYPE II CATCH BASIN , 3� -, o� D.I. EXISnNG TYPE II CATCH BASIN N ` EX. FH �c;(TO BE REMOVED AND SALVAGED EXISTING TYPE I CATCH BASIN ❑ TO THE CITY OF RENTON) , EX._ 0 "- pW� �� �_i�i PROPOSED SANITARY SEWER MANHOLE O NOTE: CONTRACTOR SHALL VERIFY LOCAnON OF i� PROPOSED SANTARY SEWER UNE EX. 10" W. PRIOR TO CONNECnON AND EXISTING SANITARY SEWER LINE = NOnFY ENGINEER IF A CONFLICT EXISTS. -- --- -- PROPOSED WAItKMAiN (PER WATER CONNECnON DETAIL N SHT. CS) PROPOSED FlRE HYDRANT EX CB a INSTALL: 1 -10 "x10 "x8" TEE (MJxMJxFL) I � 1 -6" GATE VALVE (FLxMJ) ` 20 LF 6' D.I. EXTENSION 1 -5 1/4" MVO FH ASSEMBLY CONC. BLOCKING �-EX CB i , I Q i�L Q I W PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN EXISnNG TYPE II CATCH BASIN � EXISTING TYPE I CATCH BASIN ❑ PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE ___________ -_ PROPOSED SANITARY SEWER MANHOLE O EXiS11NG SANTARY SEWER MANHOLE i� PROPOSED SANTARY SEWER UNE EXISTING SANITARY SEWER LINE = EXISTING WATERMAIN ---------------- -- --- -- PROPOSED WAItKMAiN PROPOSED FlRE HYDRANT � PROPOSED GATE VALVE a 5 ?33bD15�a� NOTE: SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. MANHOLE FRAME AND COVER SEE DRAWING BR29 �2" M x. ADJUSTMENT (4" MIN.) CONE z�' RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 4' MiN. c.if'R"�aC rt��� STEPS - 3/4" DEFORMED BAR UV '� GIA. 7750 CiAL 1,IN � �-IE O BLDG. =19 00 _ � '�` � = � � C , EX. STREET LIGHT STEPS SHALL 8E INCLUDED RIM =21.9 � �' �� i � ��� �'� � I I 7 � EX. CB IE =19.30 7 LF 6" PVC SS 0 2.OX � �� � ��� , CONCRETE RISER BY PIPE INC., ��� ;� � � � t��z .� I w � 7' MIN. _ �, a t�2" OR APPROVED EQUAL. J�f,{� IE =15.11 HILTON GARDEN INN EX. 15' PUGET SOUND � `�� � �� � � � � , Ex CB -- 4ir -F� -IF O BLDG. =15.17 �_�+ 0 POWER do LIGHT EASEMENT • � � � � T .1 I I '; ; 'TIDE FLEX' CHECK VALVE PER REC. N0. 8211170375 / I I " 12. (TAI CLAMP TO SEWER PIPE AND SPRINKLER RI '- �iiCi�� ' EX. FlRE HYDRANT EX. STREET BUILDING. REFER T -: I I +� MAX. PIPE SIZE - 21" LD. ADJUST TO GRADE AND LIGHT 14 LF 6" D.I. W PUNS. I I I �� i (ADDER -STD. ALUMINUM PROVIDE 5 1/4" STORZ FITTING 144 LF 6" D.I. W �'>�;*� I ' I , OR GALVANIZED STEEL SS O 18.20RC 4 LF 6" D.I. W --\ �pN 1 -10 x10 x6 TEE MJxMJxFL) � RIM =19.9 _ 1 -6" "GATE VALVE (FLzMJ) i� IE =11.40 - - - _ _ _ CONC. BLOCKING ; _ ot. zrxeFr wlrt _ EX. 80 SD ---- - - - - -- -- ------- --- - - - - -- -- E� X, Bx � , ——— EX.16_D.I.W — NOiE� FLOOR DRAINS WITHIN THE BUILDING MUST BE TIGHTUNED TO THE SANITARY SEWER SYSTEM. REFER TO ARCHITECTURAL PUNS. N17TE� THE 3/4 INCH BY -PISS METER ON THE DDCVA SHALL BE A SENSUS METER WITH REMOTE TOUCH READ PAD MOUNTED ON OUTSIDE OF BUILDING WALL. (MODEL SENSUS ECR). wT�+2 -t7 -2736 °z Ww�- 2'-2316 File: P: \sdsNproj \6101 \engineering \61012sw1.dwg Date /Time: 08/25/1998 08:41 Scale: 1 =30 DAVE Xrefs: 26101- S,Z6101- 7,26101 -62, li �', E � l� _ � EX. SIGN � MORTAR -6 90' BEND MJ a i I FILLET CONCRETE SHELF . CONC BLOCKING _ , ,. .. _. �" , ' 191 R AST IN SHELF , •f�` W II U �' � PRECAST BASE SECTION t d i - II M: VALVE __ -___° _ -__ - _._ ° °_ - __.° _ ___ °-_ _ _=a- _`'''� I�l 0 C - -- '$ - -- lY- PACC�E' -- -- - -- �` EX. POWER I ,I 1'k' 1_ .. ; -� � � , -�,..: _ ___ ___ .. 9 I I EX. CB EX. CB II VAULT ICI ,�;'� • - - -- 6" MIN •. ��. ' �'i' .: ". .: •�, � .. , ..... . 8" I I EX. CB _ II I I �— 6" MIN. (TYP.) �, -;7 . � :f� •. . .s .. .:. EX. 60 SD _ _ J � _ ®1 rim" ®n_ � i ----------- - - - - -- II - �c6--------------------- - - - - -- - f ; . -' SANITARY MANHOLE TYPK` '�� - - - - -- I -� NO SCALE - - -__J ------------------ ----..- _- _--- _-- __---- - -____ _- __---- ,-i------_____ -s�,z. Z —----- - - - - -- EX. ,6 D.LW '�;. n'�._ Y � � �� -- NOTE EXPIRE8: 1.1S- w ALL WATETt MAINS AND FlRE HYDRANTS MUST BE INSTALLED ANO OPERAnONAL PRIOR TO ANY WORK ABOVE THE BUILDING FDUNDAnoN. •�0� � a as -suer as e� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATK)NS OF THE SANTARY SEWER MANHOLES AND MODIFlEO PER NEW ARCH. STYE PLAN MFB � WATERMAIN LOCAnONS SHOWN HEREON IS THE RESULT MODIFlED PER NEW ARCH. SITE PLAN MFB BI OF A FlEID SURVEY PERFORMED BY ME OR UNDER MY DIRECnON. MODIFlED PER CTTY REVIEW MFB Bi MODIFlED PER CTTY REVIEW MFB BI �� / / %% BID SET MFB B J. L LS. ATE - AN•IIO�VCD BY APrR. DATE OMECi[T OF NR1C ��T �\ �' ' . ® ® 1 •1 i Q J Q W � W Q Z V Q Z W 3 ■ ail >- r _� �Z_� � � N N � � �Wi�. � � g� a pM N ONO Z i OD N 1� 0 rn co a0 cr � I I ZW 3 �n �n � � � � t'1C t�0 ONO Y N � �N J��� X78 `��� Q � ♦ W i`wj i a ,�. �S' A CpN CITY OF RENTON OEPARTMEtVT OP PU ®LN^ WORKS 11i SANITARY ALA !�lATERMAIN o1 /1s /se E�► �(1 �../l�(�i 12 29 97 10%15%97 oeaa� cD3 �� 4/1d/97 H.P ND. �- �' r� ,' � �� i W tai