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HomeMy WebLinkAboutzW-3894setWATERMAIN INSTALLATION TABLE 0 INSTALL INSTALL � ST WATER SEWER AND UTILITY PLAN o O STA. � ' ^1.12, 1447�. 13+00.98 24.28' RT ' 3 STA 12+19 06 11 98' RT m Z 1-12"x6" TAPPING TEE (MJxFL) 1-12"x6" TAPPING TEE (MJxFL) �V S . 1N S LAKE WASHINGTON PER C.O.R. STD. PLAN 300.1 ON SHT. C14 PER C.O.R. STD. PLAN 300.1 ON SHT. C14 I O J/ / HLC;C)HL)L)HAvm'c0qLV1'!DEN ADDITION TO SEATTLE o a o „ 15[��l 1 1 � V DIVISION NO.5 � 1-6 GATE VALVE (FLxMJ) 1-6 GATE VALVE (FLxMJ) 10 LF 6" D.I. EXTENSION 14 LF 6" D.I. EXTENSION ' NOTE: INSTALLATION OF FIRE LINE SYSTEM i) 1-5 1/4" MVO F.H. ASSY. 1-5 1/4" MVO F.H. ASSY. 1 " o SHALL BE DONE BY A WASHINGTONPER C.O.R. STD. PLAN 310.1 ON SHT. C14 PER C.O.R. STD. PLAN 310.1 ON SHT. C14 Mo STATE T LICENSED FIRE SPRINKLE1-30' CONC. BLOCKING CONC. BLOCKING / CONTRACTOR TO FIELD LOCATE AND VERIFY CONTRACTOR TO FIELD LOCATE AND VERIFY / I -� 0 15 30 60 VERTICAL AND HORIZONTAL LOCATION OF EX. VERTICAL AND HORIZONTAL LOCATION OF EX. I + 7' HIGH CHAINLINK FENCE WATERMAIN PRIOR TO ANY CONSTRUCTION. NOTIFY WATERMAIN PRIOR TO ANY CONSTRUCTION. r' I� 1.08 NORTH OF PROPERTY LINE ENGINEER OF ANY DISCREPANCIES. NOTIFY ENGINEER OF ANY DISCREPANCIES. O J INSTALL Q ; OSTA. 12+73.96, 25.72' RT. 14 INSTALL �n 1 z nz zc' oT , TAX LOT #334450-0007 STA. l3;-�-r����. 13+76.79, 21.36 T cq 1 1 Z - 1 " DCVA ASSEMBLY 1-12"x6" TAPPING TEE (MJxFL) ^� O 0 PER C.O.R. STD. PLAN 340.8 ON SHT. C14 PER C.O.R. STD. PLAN 300.1 ON SHT. C14 (� �I 1 Q O INSTALL 1 6" GATE VALVE (FLxMJ) ' HIGH CHAT LINK FENCE , 9 k.:: s: •'::••. : \ I STA. 121:3 --89� 222.4-1'-R•T. 12+70.48, 24.69' RT 12 LF 6" D.I. EXTENSION 7 Z Ilm N 1 IRRIGATION METER (BY CITY) 1-5 1 /4 MVO F.H. ASSY.- Cc W/1" SERVICE LINE PER C.O.R. STD. PLAN 310.1 ON SHT. C14 , �p �S6 :.�:. ;°.: •; ,. W O X PER C.O.R. STD. PLAN 320.2 ON SHT. C14 CONC. BLOCKING EROWO EX., " aNN� .. '• , : J '� : °. ; ; ,' :•: CONTRACTOR TO FIELD LOCATE AND VERIFY R •• INSTALL• Z Z 4 VERTICAL AND HORIZONTAL LOCATION OF EX. �. �N�^"G ' .' •• �° f - O STA. 13+19.55, 14.72' RT. :: ,..'' '• .. :,..:.:' ' 1 WATERMAIN PRIOR TO ANY CONSTRUCTION. LO 0 Q 1-12"x4" TAPPING TEE MJxFL • .' ... , D I Z ( ) NOTIFY ENGINEER OF ANY DISCREPANCIES. J 1-4 GATE VALVE FLxMJ � I I ., � ' • 1 w J CONC. BLOCKING 15 50 LF 8" D.I. FIRE LINE 00 ; ' ---�� `• . }. •"� . Ij� W OINSTALL 16 4 LF 8" D.I. FIRE LINE 1 - - - - - - - ' N '` . ' •'" a STA. 13+19.72, 23.60' RT. , 1-3" DOMESTIC WATER METER IN 5'x4' VAULT + ' ;� �'� ,�`'•. W 3" SERVICE LINE PER C.O.R. STD. PLAN 320.4 ON SHT. C14 I •1' ' :> + °' •' > ' 1 6 • ' .s' '. 1 ADJUST RIM TO � � P :•r' r... '�1:. � •.�N 'NE. 'T NC 1N' INSTALL X. SSMH FINISHED GRADE ' IM=40.75 •:• O STA. 13+20.02, 38.09 RT. I �� o r : e S •• I I 1 - I r 3 RPBA ASSEMBLY E-34.27 (8 N) �'>: PER C.O.R. STD. PLAN 350.2 ON SHT. C14 = a 1 �. a' i' • , . INSTALL GUY POLE I :,. `s �' :; :.;'• :..: ,.: ' Co�iNE T :7 N a. 1 7 O ... PE Its ' N •: - o STA. 13+23.51, 14.73 RT. I ''> ".,. ..-•- , ' ®. :; •'�...: �' .. • r - I I 1 12 x8 TAPPING TEE MJxFL . w 2 GAS LVES •i. 1 is a' a PER C.O.R. STD. PLAN 300.1 ON SHT. C14 1 •. �' �; :'.... a :�„ �'�> S' ; � 1-8 GATE VALVE (FLxMJ) Q� 48 LF 8 FIRE LINE 0 / a 0 0 D.I. EXTENSION I � I � -,_ J; ��:.. ' • CONC. BLOCKING e -; 9 5 2 � CONTRACTOR TO FIELD LOCATE AND VERIFY I .�' '<••' ' �•'N �• • c ` •` / � 1 aa a / � VERTICAL AND HORIZONTAL LOCATION OF EX. I _� - -".. '.• �. °'.�.��.' WATERMAIN PRIOR TO ANY CONSTRUCTION. NOTIFY rn ENGINEER OF ANY DISCREPANCIES. INSTALL I R � .<':. 1 I \ I . •;: • 1:;:; ii �;�,� �/ ;/�,� ; ;/ � Asa = 1 - 8 FIRE DEPARTMENT CONNECTION Q O E m (PER C.O.R. STD. PLAN 360.2 ON SHT. C13) I / 1 / /� ► / , , // / r,� /8 s' 9 INSTALL: I O < s � � ' ' •• .1/' . /'I /1' I �/ / � / 9° � 1 /1 8 DDCVA ASSEMBLY (INSIDE 11'-2"x5'-8" VAULT) SIGI� R.R. NAL I q • I '� m PER C.O.R. STD. PLAN 360.2 ON SHT. C13 OWER POLE Q MARRIOTT 10 24 LF 8" D.I. FIRE LINE I I V. � \ I SIDENCE INN m\FF/ - 42.00 11 83 LF 8" D.I. FIRE LINE Q ' R.R. WARNING 1 124 LF 3" DOMESTIC WATER LINE LIGHT POLE zz ^� I ���✓,��llfl�`,�,��RC ��YO �0807( / / 1 F o EX. SSMH �z RIM=35.74 �! \ 1 IE=29.38 (8" E, S) I ;� ;. `Q I� ► i �m'T '�� i \ �o ,l- -, •:�;.. '1 v' ... s _ I asCPck 1 N88°33'45"W s -a ,� l \ `N \\ a _ _ 121.85' - _ 6-� ,:. •` ; o I - - _ _O �a f'• � \\�2 � • \\ \� 1 J O O w Z CD Z I + I ! 8'51'15'i-* ;`' x. - 1 1 ► s 4 1 a - x o U � N 1 , i W � to :•'mow :.•. V z I 1 zo J Ua ❑H) �r&H )o o 1 C❑H) C❑) ' '�1 1 %�\ p°'�� U JUS RIM 0 FINI HED \ \ \ FIND. 6" CONC. MONUMENT W/ 3" BRASSIE& PUNCH ..;:. IE 52 " W) MARKED PSPL ELEV. = 28.70 PROP. COR.�� (MEASURED ELEVATION = 31.80) POWER POLE I I / / / VISITED ON 8 24 2014 W/LUMINAIRE '• ` \ l '✓ AXx0T%#�2 09056-04 1 3 w E❑ PE❑H) H) H� 1 w x a l (/ 0 0 1 N U Q 1 O ) •Y 1 ❑ y E k l.• 1 1 +� EX. POWER POL� e 3 EAST LN. 1 1 i V) Q n 8 REC. N0. rn oo i 1 N N w a //) / / / ti� EX. POWEF X 0 0 1> / // / JL _ _ �ti N EX. POWER ��' � 0, � / / � / // / � L N 0° LUMINAIR' Rz UG LI / SANITARY SEWER INSTALLATION TABLElb CONTRACTOR CONTRACTOR TO FIELD LOCATE AND VERIFY 13 28 LF 6 PVC SDR-35 I \ \ \ I / �/ 6 T� � „ 0 VERTICAL AND HORIZONTAL LOCATION OF EX. O SS ® 2.00% MIN. \ \ \ \ / / I I I 2� FND. 4 X4 CONC. R.O.W 8" SEWER MAIN PRIOR TO ANY CONSTRUCTION. NEW SSCO #6 I i 1' N73°W 0.13' FROM CALC' NOTIFY ENGINEER OF ANY DISCREPANCIES. TAP 14 RIM=42.00 \ I INTO EX. 8" SEWER, MATCHING EX. INVERT IE=36.60 X. CB #500118 I �1 1111 M ELEVATION (30.88f) PER C.O.R. STD. 406.1 f M=32.00 1 I 15 24 LF 6" PVC SDR-35 E IE=28.00 (12" SE) 2 21 LF 6 PVC SDR-35 NEW SSCO #3 SS ® 2.00% MIN. `Js NE IE=28.00 12" N �\ \ I �� y1 � ) 0 O SS @ 2.00% MIN. ® RIM=42.00 ( ) \ \ \ \ / / z IE=36.74 16 13 LF 6 PVC SDR-35 O I \ \ \\ \\\\ \�' =�� o_ co_ o 0 RIMY 41580 O 4 LF 6" PVC SDR-35 SS ® 2.00% MIN. cv N IE=35.94 O SS ® 2.00% MIN. NEW SSCO #7 \ \ \ \ \ \�- / n J 17 RIM=42.00 \ \ ��-`�. v w - _ / EX. SSMH m ® IE ® BLDG.=36.00 10 NEW SSCO #4 IE=32.55 - `7- - - -5 ��_ _ - _ g88•5 V) U) SS LF 6" PVC 00V MIN R-35 RIM=42.00 O \\ ��`-/ // / / a a 0 IE=37.16 lg 5 LF 6" PVC SDR-35 � TAX LOT 4082305-9056 " ( SS ® 2.00% MIN. v / / % SAD FOR PARKING GARAGE s NEW SSCO #2 DRAINAGE CONNECTION) 19 4 LF 6" PVC SDR-35 0 RIM=41.10 SS ® 2.00% MIN. IE=36.12 O NEW SSCO9 " RIM=42.00 20 RIMN422.00 #$ EALMNITARYSEWER PIPE SHALL BE PVC. LF 6" PVC SDR-35 O SS @ 2.00% MIN. IE=38.00 IE=38.70 (FOR PARKING GARAGE (FOR PARKING GARAGE DRAINAGE CONNECTION) CALL BEFORE YOU DIGS DRAINAGE CONNECTION) Z z PVC R-35 12 SS ®2 1-800-424-5555 00% MIN 'rN COMPLIANCE WITH CITY OF RENTO'N STANDARDS NEW 25-CPS OIL/WATER SEPARATOR (PER "OLDCASTLE PRECAST" DETAIL ON SHT. C10) RlrTi=42.00 • • •• • (ALL TRENCH DRAINS IN COVERED PARKING AREAS SHALL BE CONNECTED TO THIS • - ' - • • - \\\\� \\\\\\\\\\\\ PRIOR TO DISCHARGING TO SEWER) h Imo/ �� ����►� , �� ,r I � A a �► CROSSINGLMLIITY 8" SS TOP=35.07 II Vill i I � .1 1 I �r M . 4glwdv ' III IP -- .� -�,� .� �►!� -, 1 •" :• � �i m I� 'i / III i��Ii I II �•1 ' -_ flit» �► ��' �E)I► :1. r I i L ' 1 TILIITY Ip - i, 111 • ►�, r� O �q�il ► , • ■ , I 1 'J I! 1 , . �i TR H AR EA If ,�1 I/ ` .. ���, •,I,� .�� »�I�F � III I I r � - � v ► ► 1 I, I s 1 1 r .i I ■ a ►. �!J I ' .�,�.� FA : , ®�! III►I sit Zvi UTILITY CROSSING UTILITY CROSSING 6" WATER TOP=28.10 6" WATER TOP=28.10 12" SD IE=31.10 12" SD IE=30.46 Po wAsyR RENTON HOTEL PERMIT #U15008433 i C ENGINEER: z BARGHAUSEN CONSULTING ENGINEERS � 24661 18215 72ND AVENUE SOUTH oS ��1 S T E ��� (425)25A-62222 AL (425)251-8782 FAX 07/26/2019 I CONTACT: DAN BALMELLI �,�Hats m 2 O U 2 Q` `TANG ENG�N�to AS -BUILT "CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY BARGHAUSEN CONSULTING ENGINEERS, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME (ALI SADR) OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 07-26-2019." SIGNATURE: 21, CITY OF O COMMUNITY A ROMIIC DEVELOPMENT WATER, SEWER AND UTILITY PLAN MARRIOTT RESIDENCE INN DESIGNED AS DATE 09/14/2015 FILE NO. DRAWN MB CHECKED AS SCALE 1 "=30' FIELD BOOK PAGE_ APPROVED C7 2O DIRECTOR of PUBLIC WORKS SHEET OF I I I Q) X J Q Y 0 m I I ai U 00 m 0 N a a I Ln 1-1 0 J V) 0 N I z 0 O 0 / Ln In i 0 0 0 Ln i a1 LZ v LO LO z m O w U m