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HomeMy WebLinkAboutS-357602(EXISTING EDGE OF PAVEMENT 7 I PRESSURE WASHINGTON STATE \ -� N: 177492.83 E: 1322465.99: PUMP VAULT 0 N: 177479.17 E. 1322463.90, VALVE VAULT DEPARTMENB OF HEALTH ASSEME i" WATER SERVICE 1 \ VAULT AND FENCE LOCATIONS REDUCED 6' � S EXTENSION EE SEWER � ' PLAN SET ' \ © N: 177492.83 E. 1322492.32; PUMP VAULT QO N: 177479.17 E: 1322474.57; VALVE VAULT `,, (FEBCO MODEL 860U OR I EXISTING EDGE Ir EQUIVALENT WITH DRAIN LINE LAIR_ BOLLARD TYP L 1 N: 177515.17 E: 1322492.32; PUMP VAULT N: Q© N: 177487.83 E: 1322474.57; VALVE VAULT `, ��, GAP AND HOT BOX. DRAIN LINE ( ) " 11 OF GRAVE, TO DISCHARGE TO ATMOSPHERE. �F N: 177489.00 E: 1322463.56; WEST HANDHOLE R N: 177479.00 E: 1322487.06; GENERATOR PAD \� - -� `, -- WATER DISTRICT #900RORAPRODUCT \ \\ TW =434.0 N GRAIN ARO ND VAUT TW =435. © N: 177489.00 E: 1322467.24; WEST HANDHOLE QS N: 177479.00 E: 1322492.06; GENERATOR PAD TYPES AND INSTALLATION. 5 TW 433.9 ro� BW =431.1 BW= 437.01 ri _ '+ U A LE.= 421.00 LEVEL 1 QH N: 177491.87 E: 1322467.24; WEST HANDHOLE QT N: 177488.00 E: 1322492.08; GENERATOR PAD =' `� �-\`J i\ - -- -434- _BW =431_1 N \ \ SEE STRUCTURAL PLANS a t- Q N: 177481.67 E. 1322474.57; EAST HANDHOLE QU N: 177518.00 E: 1322460.16; FENCE EP =431.1 I I � � JQ N: 177489.00 E 1322474.57; EAST HANDHOLE pV N: 177476.00 E: 1322460.16; FENCE I Q ',; �,��._�- T1A�=d33.0 : 1 °-LBW =430.9 3 QK N: 177489.00 E: 1322478.23; EAST HANDHOLE 1 W N: 177476.00 E: 1322495.16; FENCE , ' /I _ EP= 431.10 EXISTING T P \ CLEANOUT #4 A EP= 431.00 EP= 431.00 '2 © N: 177491.67 E: 1322478.23; EAST HANDHOLE QX N: 177518.00 E: 1322495.16; FENCE OF SLOPE, / RIM = 431.00 z ��� ��., I.E. = 421.00, 6 "0 VAULT D w ` , EXISTING I \\ 7 L F., 6 "0 S.D. 6' PERIMETER (TYR) PUMP VAULT LID 1' SITE LIMIT AN I- STORM STRUCTURE LOCATIONS o WALKWAY 0 S -1.00% PAVEMENT ELEV. =431.0 P IMI a Q EX. CB #1 N: 177464.36 E: 1322397.68 + � EXISTING , -- -- -9 - -, 432 -- - - - - -- - _._.._GRADE -(TYP) r i UNDERGROUND E o VAULT ACCESS- CLEANOUT .. _ A ASPHALT L CLEANOUT #i N: 177478.58 E: 1322415.05 �.,\ POWER CLEANOUT 9 3 HATCH (TYP) - -- 3' V� #2 N: 177478.58 E: 1322458.66 \ j p RIM 431.1 Q I.E.= 430.50, 4 "0 WALL DRAIN 1 CLEANOUT #3 N: 177502.61 E: 1322458.66 '`,, o \ I \ I.E.= 420.93, 6 "0 IJNIH0IST CORE MOUNT \ 1 TW =434.0 C CLEANOUT #4 N: 177502.61 E. 1322465.24' SLEEVE IN VAULT LID BW =430 9 IM L � \ SEE ITEM 4 ON SET SURVEY PK� I = TW =432.2 o NOTES: \` ;,i BW =430.9 6 1 SHEET C3.0 l 0- 1. END OF LIBERTY HIGH SCHOOL PUMP STATION , \ �EXISTING LIGHT TO 12 "0 PVC SANITARY SEWER GRAVITY MAIN WITH , cif E I � J COUPLING �FOLL CONSTRUCTION. CONNECT OWING 12 L GATE WITH / ,1 PO`1 11� VAULT ACCESS �� - + �7 SS I BLOCK WA ` HATCH-- (TYP) RESILIENT VALVE. SEE SHEET C4.0 FOR DETAIL. - SEE DETAIL SE0 R F CE MAIN SEWER FORCE MAIN WITH TO E STING , - S f' Q ' \ \, EC C N:177499.25 E:1322460.34 111/ Z 2. END OF LIBERTY HIGH SCHOOL PUMP STATION SIGNS tL U SEE ISSAQUAH SCHOOL DISTRICT ASPHALT ARE N SEWER MAIN EXTENSION PLAN DETAIL PAVER I E EP- 430.83 COUPLING FOLLOWING 8"X6" REDUCER. SEE \ SECTION THIS i SHEET SS -09 FOR 12 °0 PVC SHEET C4.0 FOR DETAIL. ' I` I SANITARY SEWER MAIN N:177480.58 E:1322460,07 SEE ISSAQUAH SCHOOL DISTRICT SEWER MAIN. I,J SEE NOfEI 1 THIS SHEET FOR HAND OLE TILTY E D 2.00' H I z.00' L c I E'FORGENERK PAD EXTENSION PLAN SHEET SS -13 FOR AIR VAC' CONNECTION INFORMATION ASSEMBLY AND DRAIN LINE TO WETWELL. 1 VAULT 233 -LA HANDHOLE UTILITY \ I �a Z EXISTING 30 "0 PIPE TO \ SURVEY PK 4�1 - -- G 5 j VAULT 233 -LA : ul \ STORM RAINAGE POND SEE ISSAQUAH SCHOOL DISTRICT SEWER MAI EP= 43.75 T % EXTENSION PLAN SHEET SS -13 FOR 8 "0 24 L.F., 6 "0 S.D. F 1 K \ \I N C900 SANITARY SEWER FORCE MAIN j CAA S =1.00% 78' WIDE GATE M V U T ACC S P W % RESTORE CONCRETE WALKWAY SEE DETAIL K HATCH (TYP) + ' -SHEET C7.0 FUTU E ODOR 'GENERATOR TRI( m TO EXISTING CONFIGURATION 4' :'CONTROL EQUIPMENT. + FOLLOWING CONSTRUCTION � EP= 430.30 a@ LOCATION ELEV. =430.9 / o UTILITY VAULT 810 -LA - / CONSTRUCTIO J ° (BELOW - ...... _. ELETO 2" BE - -- EP 1" TO 2° BELOW VAULT LID ooM R S. TW =432.0 Q BW =430.9 w0 43 L.F.I 6 "0 S.D. i� W r / / CLEANOUT #1 �, 4 5.F.1 6 "� EP= 429.90 "� q,3( V CONCRETE ( EP= 430.90 RIM= 428.73 EXI TING EDGE ,I LE.= 420.26, 6 "0 OF PAVEMENT I) EXTRUDED CURB (� , 4' WIDE GATE 22 L.F., 6 "0 S.D. T 2 I HE R EP _ - -SEE DETAIL ® S =1.00% CONNECTION INFORM F0 _ . -- - - -- SHEET C7.0 EP 30 / �/ o PIPE CROSSING _ -_ a - -_- - -- - rx PE 2 LE.= 425.06, 8 "0 S.S.F.M. EP= 430.40 �� RI 128.0 I Q CROWN =423.40,:18 "0 S.S. EP= 429.90 / LE ?_4.08, °P LSE) CLEANOUT #2 �� EXISTING OUT EWER LEANOU 1 T. 8.°2 , / P P �'SW) PIPE CROSSIING RIM = 430.15 PROPOSED CSEE � - )� -- I E.= 423.44, 8 "0 S.S. I E.= 420.70, 6 "0 LINK FENCE SEE .. v D , (SE) _ 1 _- _ : DETAILS SHEET+ 1 3, EXISTING CATCH BASIN �1'�5., 6'0 S_D, �, :C7.0 EXI -- \ II CROWN -4 - ----- °__. --- ----- ----- - I C MP -c, REMAIN N PLACE UNTIL PUMP ( ) I , i \ STATION IS FULLY OPERATIONAL. CONNECT LE. 420.03, 6 "0 NE `- � � EXISTING SEWAGE -- TANK SHALL THEN BE BE STING FENCE HOLDING TANK -��� �� 'ABANDONED IN ACCORDANCE WITH CC \\ ----- --- --- HEALTH DEPARTMENT AND SEE ISSAQUAH SCHOOL /�. \ DEPARTMENT OF ECOLOGY FENCE -y.- %� DISTRICT SEWER MAIN \C� I �� STANDARDS. _ EXTENSION PLAN SHEET _ P 56 -09 FOR 8 "0 GRAVITY �o �j�� �'--�SANITARY SEWER MAIN �f- TOP OF WALL ASPHALT (ACCESS ROAD) KEYSTONE ® EXISTING WALL' COMPAC BLOCK �- UNIT (TYR) OR ��--" + D 12" EQUAL _,_ P _ -� EXISTING - v \ \ s UNDERGROUND � �' ----_ _ / � � � 1 c� _ . s 12" MIN. THICKNESS o= POWER OF 1.5" FREE DRAINING CRUSHED ROCK 6 < X ASPHALT _ - PERFORATED 4 "0 CPP TO CONNECT TO STORM //��STRUCTURAL VN�N DRAINAGE SYSTEM _ (FOR WALL) GRADE FILTER FABRIC 6" EXISTING 30 0 STORM SEE ISSAQUAH SCHOOL DISTRICT EXISTING SANITARY DRAINAGE LINE (TYP.) SEWER MAIN EXTENSION PLAN SEWER MAIN (TYP.) EP =EDGE OF PAVEMENT yt 3" AC PAVEMENT SHEET SS-09 FOR SEWER PVC GRAVITY SANITARY SEWER MAIN BOTTOM OF WALL 6" CRUSHED BASE COURSE S=3576 %77 TYPICAL BLOCK WALL)SECTION K PAVEMENT SECTION 0 t� NOT TO SCALE e<78 �d�e NOT TO SCALE t ®CONSULTING ENGINEER S LLO ..lr"� } 0 f=SUBYITGIL m i SUR,E,RE swe srsr x.w s U tesssasmsu"m,eusc I ®I� I�I �" f B�Otlp.84RAL ®y tl tl uESrc;Um_ 1'-J' X0R60Mf�"�o'SOO�'SS' d'h r3- CITY OF LIBERTY HIGH SCHOOL WARNING: F° WW, WANOSS z FlML F911 � � awo pr PUMP STATION www.esmcivii.com " v.-mm" \ L 1 V TO I V ° THE UTILITY LOCATIONS SHOWN '�" 0CL DATUM o o�u�E"wo,QS "o �i =n" s m =�< ( �� °p: °moo nU�w,. STEn �UXm: °XI scat 1 Planning/Building/Public Works Dept. SITE PLAN ARE APPROXIMATE ONLY. DEPTH s, AM „o o „E, „°„ UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -009 aUL 1 l NO. REVISION BY DATE APPRE CL.O