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Plans (20) FPS2018 -00094 RECEIVED JUL 2 5 2018 CITY OF'TIGARD BUILDING DIVISION PROPOSED LEGEND STRIPING • °SS � } -S ING S • " 4L ' CURB LINE ul G G LIGHT DUTY Y AC PAVEMENT SURFACE W DURHAM RD 68ssetti — — _ — — — — — — — - -HEAVY ASPHALT PAVEMENT SURFACE F L 491WItects U CONCRETE PAVEMENT v coca 0000oo1o1a 11 l00000avo o a0000 w .'fJ�'• r4 ° ° SD D oao o°o�0000 vool00000 ,$p. ■ `� w w w w >iN. w w w w - W f _ ADA ACCESS AREA • 721 NW 9TH Ave, Suite 350 rHANDICAPPED PARKING SPACE A ' }, 4' .�• 3 W A.! r . _ _ �.,,_,�_,_. w Portland, Oregon 97209 _ ` +'. . . . ` . _ . . . . . . . . . . . . . . . . . ' U) -HANDICAPPED PARKING SIGN T (206) 340 9500 F (206) 340 9519 O . . . . . 8• ••.. w W r• J SS -SANITARY SEWER LINE SANITARY MANHOLE `' .Q ;:''+ • I Q w DOMESTIC WATER LINE CIVIL ENGINEER & LANDSCAPE r • j::�;: ;�;'`• 4 E� FW- FIRE WATER LINE Cardno •! E -GATE VALVE 6720 SW Macadam Ave Suite 200, �'. •�`'. - >u - '' :� �,. �• Portland, OR 97219 (AUT(503)-419-2500 !`"• %,• -FIRE DEPARTMENT CONNECTION f G . ' . r (NEER . � .� ' FIRE HYDRANT • °f::.: • 5��: •:� � STRUCTURAL ENG ` - --------------- _ �� so 'yY� Catena Engineers . • . • • r. J ::;s '' I p -REDUCER 1500 NE Irving St., Suite 412 Portland, OR 97232 _ SANITARY SEWER CONSTRUCTION NOTES T(503)-467-4980 a'• .'>. / (F� I MECHANICAL ELECTRICAL & INSTALL 6 PVC SANITARY LINE. PIPE BEDDING AND BACKFILL PLUMBING ENGINEER .` �/' ' '�• ° PER CITY OF TIGARD DETAIL 180 ON SHEET C5.21. < y a. ' - . •.. s. I Glumac • `.` "' — ` — — — — — — — — — — — — — ¢ 'i :':: o. O CONTRACTOR TO VERIFY BOTTOM ELEVATION OF EXISTING W FOR 9720Suite 1600 900 S cc cooLU ° TUNNEL AND INSTALL SANITARY SEWER LINE UNDER TUNNEL. Portland, 72 oa coo •• I �,: , a vo vvo SEE LOADING ZONE _ "U4I T(503)-227-5280 ° 111111 ° ov vvo ---- -- — I ENLARGEMENT ON Z • o oo vov000vvllovo - �A'• 1111°1111°°°° '.� s FOOD SERVICE CONSULTANT Q o 1111111nnoolaoaa SHEET C4.12 \ . . o . vovv000000vov000 . \ Webb Foodservice Design C coo i ';' ,. 3700 SE Lafayette Ct. WATER SYSTEM CONSTRUCTION NOTES \ Portland, OR 97202 •+J+•+•v�•+ • � T(503)-236-8566 TIGARD \ I 1 INSTALL 8" C900 FIRE WATER LINE. PIPE BEDDING AND t� 1111°° I HIGH SCHOOL , BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5.30. . . ° 1 // \ ACOUSTIC &AV CONSULTANT I :.�: •' 0000000° INSTALL 6" C900 FIRE WATER LINE. PIPE BEDDING AND The Greenbusch Group BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5.30. 1900 W.Seattle,WAkee811n�St., Suite 201 00 01 I o ° I I 4 INSTALL 6" DOMESTIC WATER SERVICE LINE. PIPE BEDDING AND T 206-378-0569 S I ,,•,:• BACKFILL CITY OF TIGARD PER DETAIL 180 ON SHEET C5.30. I I .. — — EXISTING COST CONSULTANT .:.. • '. BUILDING ° _ \ O8 PROTECT EXISTING HYDRANT IN PLACE DURING CONSTRUCTION. Construction Focus 7. (MAIN GYM) <.� 740 Almaden St. Eugene, OR 97402 j* O INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542 ON SHEET C5.30. T 541-686-2031 Q - e .• .•.`. UPPER BUILDING FACE > 1 13 INSTALL FIRE DEPARTMENT CONNECTION PER DETAIL 1 ON o .V 2 A. �, •` - -+- - - -: SHEET C5.30. : . o . . . . . . 16 INSTALL TEE AND VALVE FOR PHASE 2 WATER SERVICE TO V ° / EXISTING AUXILIARY GYM. CUT, CAP AND ABANDON IN PHASE 3. BUILDING I ol 101 CaAndna ` ' PORTLAND • . . 6720 SW MACADAM AVE,STE 200,PORTLAND:OR 97219 TEL(503)419-2500 FAX(503)419.2600 ° •` c www.cadno.mm SEE MAINTENANCE/FIRE , • LANE ENLARGEMENT ON / •�! -+ 1' " o : SHEET C4.12 16 13 OD I� : . .`.`.`. . .`.`.`.` - -- PROPOSED LEGEND STRIPING SD -CURB LINE LO -LIGHT DUTY AC PAVEMENT SURFACE o Tw h8SSetti SW DURHAM RD ,�m R,17997 HEAVY ASPHALT PAVEMENT SURFACECD arrhltects a (SD) S •i -CONCRETE PAVEMENT U r T :•, . .. .. y gum a. W coxae s F— � ® -ADA ACCESS AREA W ASm"T�c snowx wsr,wT�ouu caraa,r SEN" LU F— _ (3) x x �rR� 66721 NW 9TH Ave, Suite 350 � x � -HANDICAPPED PARKING SPACE Portland, Oregon 97209 WKmT T / T x \ -HANDICAPPED PARKING SIGN T (206 340 9500 F 206 340 9519 U w x x BUMP BUMP z �,�T 11 I —� 0w- ss -SANITARY SEWER LINE O -SANITARY MANHOLE x = o yy -DOMESTIC WATER LINE CIVIL ENGINEER & LANDSCAPE F-- STING Cardno Q !ILDING FW -FIRE WATER LINE 6720 SW Macadam Ave Suite 200, M MORINTORIUM) I (0) _ -GATE VALVE Portland, OR 19 ® I ,w T(503y419-2500 (SWIM X -FIRE DEPARTMENT CONNECTION ' CENTER) 'SDG STRUCTURAL ENGINEER I I I 12"CONCRETE x -FIRE HYDRANT WALL 'Y Q Catena Engineers p -REDUCER 1500 NE Irving St., Suite 412 ' o o I Portland, OR 97232 0 WATER SYSTEM CONSTRUCTION NOTES T(503)-467-4980 BIKE RACK I �Q MECHANICAL ELECTRICAL & COVEREDe'J I l I 11 INSTALL 6" DOUBLE CHECK VALVE ASSEMBLY AT BACK OF PLUMBING ENGINEER x O RIGHT-OF-WAY IN EXISTING EASEMENT. SEE CITY OF TIGARD ". 6"CONCRETE DETAIL 532 ON SHEET C5.30. 900 SW Fifth Ave., Suite 1600 RACKS BUMP I lumac f3'KE 2 SPACES) °° ,. r: ; . # .. WALL ;�;° ` w Portland, OR 97204 ^ � a T(503)-227-5280 I I j � FOOD SERVICE CONSULTANT AWNJ Webb Foodservice Design IFAAx 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ^ ��, � LjjJ I �T TENNIS COURT PLANS ACOUSTIC &AV CONSULTANT UNDER SEPARATE PERMIT The Greenbusch Group 1900 W. Nickerson St., Suite 201 (CAFETERIA) x SeattT 206-378-0569 1 19 COST CONSULTANT Construction Focus ; w i 740 Almaden St. Eugene, OR 97402 .. .. . T 541-686-2031 4. EX o , 7T I 1 1 171 7-1 111 ASW (W) 0 --- 0 0 0 CO zo 0 0 , • (f) _j 0 w Cj7) carw"o 0 I � PORTLAND • } • ��� I 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 TEL(503)419.2500 FAX(503)419-2800 x I wwa.cardno.com $$ lRWXM cowwm - G 01 CWMDL ti E - — — — — — — — — — vuc WE (E) E) 6'CHAIN LINK FENCE EXISTING Fo ,n J , BUILDINGLzzzzzzzzzzz Wm TIGARD TUALATIN SCHOOL DISTRICT �J��V ASPHALT TIGARD HIGH _ SCHOOL CD 0 C MODERNIZATION U � W i ® I = o W fiP 9000 SW DURHAM RD. W I TIGARD,OR. 97224 U) �. z I JOB NO: 16992.00 � RD � ISSUE DATE: JUNE 19,2018 U W Jurisdiction Stamp Area � SD SD ' � > 2 1 i I O e o ` * O0 4 . UNDERGROUND ACCURACY STATEMENT o° ,*****® ~ SANITARY & THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY o° * INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES WATER PLAN NN THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE 8 D L.L AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT ~ EAST WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED,ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO SCALE: 1"=40' Q POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND ' ♦ C4 . 1 SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY �J IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. 40' 20' 0 40' THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. KEY MAP O SCALE:1"=400' ) M W PROPOSEDLEGEND STRIPING CURB LINE -LIGHT DUTY AC PAVEMENT SURFACE � oo �000 . . ° apse � ° -HEAVY ASPHALT PA VEM ENT SU RFACE 00 ❑ ❑ ❑ ❑ i 000000 archests ❑ ❑ 0 0 0 0 0 CONCRETE PAVEMENT ❑ ❑ 00 0000 T111111111111111111 00 ❑ a❑ 13 ❑ ❑ ooo ------w- - -- ° ADA ACCESS AREA 0 ❑ ❑ ❑❑ 0❑ 00 ❑0 ❑ 0 ❑ 0 ❑ °O15 0 ❑ 00000000000000 - - .. 721 NW 9TH Ave, Suite 3 50 ° HANDICAPPED PARKING SPACE OD EV-8-0 000000000000000 ❑ W W Portland, Oregon 97209 I W W W ❑ ❑ A. W W ❑❑ ❑❑ ❑ o❑ 0 ❑ ❑ 0 ❑o ❑❑ ❑ ° 2 -HANDICAPPED PARKING SIGN T (206) 340 9500 F (206) 340 9519 ° o 00 ❑ o o ❑ Cj- 13 ° W W W W W W W W W W W W ss -SANITARY SEWER LINE 12 3 1 � S •,y-� O W W W SANITARY MANHOLE r' • O�V ' ° W -DOMESTIC WATER LINE CIVIL ENGINEER & LANDSCAPE 4 W W W ° FIN- -FIRE WATER LINE Cardno D e fw ° ° _ 6720 SW Macadam Ave Suite 200, a GATE VALVE Portland, OR 97219 d W W ` FW- W W W o o Q o -FIRE DEPARTMENT CONNECTION '�'� ' T(503y419-2500 d ° g +°° STRUCTURAL ENGINEER 14 ° a ° °. ° ' ❑ 0,P00 ❑ ❑ -FIRE HYDRANT ' 2 'fir Catena Engineers d . ❑ ❑ o0 ° > ° ° d.° ° . . ❑ ❑ ❑ ❑ -REDUCER9 1500 NE Irvin St., Suite 412 2 �' °o ❑ ❑ Portland, OR 97232 W 1 ❑❑ '=b❑ T(503)-467-4980 0 0 ❑❑ ❑ ❑ SANITARY SEWER CONSTRUCTION NOTES W W Cn 4 ��. ° ° MECHANICAL ELECTRICAL & ° W W d d ® ° ° O INSTALL 6" PVC SANITARY LINE. PIPE BEDDING AND BACKFILL PER CITY OF PLUMBING ENGINEER W W W W _ TIGARD DETAIL 180 ON SHEET C5I21. - Glumac 0 ° W W W W W U ° ° W W W a W O INSTALL 4" PVC SANITARY LINE. PIPE BEDDING AND BACKFILLPort PER CITY OF 900 or SW Fifth Ave., Suite 1600 TIGARD DETAIL 180 ON SHEET C5.21. Pland, OR 97204 T(503)-227-5280 92ND AVE SOUTH ENTRANCE ENLARGEMENTLOADING ZONE ENLARGEMENT O INSTALL 3" PVC SANITARY LINE. PIPE BEDDING AND BACKFILL PER CITY OF FOOD SERVICE CONSULTANT 40001iii*�* TIGARD DETAIL 180 ON SHEET C5.21. Webb Foodservice Design SCALE: 1"=20' SCALE: 1"=20' 4O CONNECT TO EXISTING SANITARY SEWER WITH INSERT TEE ADAPTER PER 3700 SE Lafayette Ct. CWS DETAIL 530 ON SHEET C5.21. CONTRACTOR TO VERIFY LOCATION AND Portland, OR 97202 INVERT ELEVATION PRIOR TO ANY CONSTRUCTION ACTIVITIES. T(503)-236-8566 20' 10' 0 20' 20' 10' 0 20' OINSTALL OLDCASTLE 5106-SA, 1500 GALLON GREASE INTERCEPTOR WITH 4" ACOUSTIC &AV CONSULTANT INLET AND OUTLET GRAVITY CONNECTIONS. REFER TO PLUMBING PLANS The Greenbusch Group FOR CONTINUATION. 1900 W. Nickerson St., Suite 201 Seattle, WA 98119 OSTUB AND CAP FOR FUTURE SANITARY SEWER POINT OF CONNECTION AT T 206-378-0569 BUILDING. SEE CWS DETAIL 520 ON SHEET C5.21. REFER TO PLUMBING PLAN FOR CONTINUATION. COST CONSULTANT W W W Construction Focus WATER SYSTEM CONSTRUCTION NOTES 740 Almaden St. \� Eugene, OR 97402 W ° " INSTALL 8" C900 FIRE WATER LINE. PIPE BEDDING AND BACKFILL PER CITY T 541-686-2031 OF TIGARD DETAIL 180 ON SHEET C5.30. W W W W W \ O INSTALL 6" C900 FIRE WATER LINE. PIPE BEDDING AND BACKFILL PER DETAIL 180 ON SHEET C5.30. 01W 2 1 \ \\ 3 INSTALL 4" C900 FIRE WATER LINE. PIPE BEDDING AND BACKFILL PER W W W W W\\ DETAIL 180 ON SHEET C5.30. - W W WWW \ O4 WOINSTALL 6" DOMESTIC WATER SERVICE LINE. PIPE BEDDING AND BACKFILL _ W W W W \ PER DETAIL 180 ON SHEET C5.30. (W W W W W WSW PROVIDE 6" DOMESTIC WATER SERVICE STUB 5' FROM BUILDING. REFER TO Q W W W W W W W W i 6 PLUMBING PLANS FOR CONTINUATION. W W W W W W W W \\ O STUB AND CAP FOR FUTURE DOMESTIC&FIRE WATER POINTS OF m" / Id"o W W W W W W W W W \\ CONNECTION AT BUILDING. REFER TO PLUMBING PLAN FOR CONTINUATION. v�7� �./ Y Y W Y W W W W\ W W W W W W W PORTLAND UPON WATER LINE CONNECTION, CONTRACTOR TO REQUEST sn0SWMACADAM AVE,STE200,PORTLAND,OR 97219 TEL:(503)419-2500 FAX(503)419-2600 INSPECTION FROM CITY PLUMBING INSPECTOR, DEPUTY FIRE www.wWo.mm W W W W W W W W W \ MARSHALL,AND PROJECT ENGINEER. OFFICIALS TO REVIEW 6 CONNECTION AND COMPLIANCE OF EXISTING DOUBLE CHECK TO © W W W W W W NFPA STANDARDS. CONTRACTOR TO DOCUMENT INSPECTION AND PROVIDE REPORT TO ENGINEER. W W W W W W W 1 W W W W W W O INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542 ON SHEET C5.30. i W W W W W W W W <8> 0 NOT USED. W W W W W W W W 6 / 6 i 11 INSTALL 6" DOUBLE CHECK VALVE ASSEMBLY. SEE CITY OF TIGARD DETAIL 532 ON SHEET C5.30. TIGARD TUALATIN SCHOOL DISTRICT W 1 12 INSTALL FIRE HYDRANT ASSEMBLY PRESERVED DURING DEMOLITION PER / DETAIL 542 ON SHEET C5.30. VERIFY COMPLIANCE OF EXISTING HYDRANT ASSEMBLY WITH TUALATIN VALLEY FIRE & RESCUE. FIRE HYDRANT TO BE PAINTED RED. TIGARD HIGH 13 INSTALL FIRE DEPARTMENT CONNECTION PER DETAIL 1 ON SHEET C5.30. SCHOOL 2 4 14 INSTALL 3"WATER METER. CONNECT TO EXISTING WATER MAIN. SEE MODERNIZATION DETAIL 523 ON SHEET C5.30. 15 INSTALL 2.5" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY. SEE DETAIL 531 ON SHEET C5.30. ARTIFICIAL TURF 3 9000 TIGARD,OR. 9 22 D BASEBALL FIELD C� JOB NO: 16992.00 sw RD I I I Z ISSUE DATE: JUNE 19, 2018 W Jurisdiction Stamp Area d U _I_ 1 _ 0 + ( 0 UNDERGROUND ACCURACY STATEMENT 1_ _ 0�'o z THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES *°® SANITARY & THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE ( °°o ..*.* .*o*** U AREA, EITHER IN SERVICE OR ABANDONED, THE SURVEYOR FURTHER DOES NOT * WATER PLAN WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS MAINTENANCE/FIRE LANE ENLARGEMENT a 0 POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND ENLARGEMENTS APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SCALE: 1"=20' SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY Q 0 0 0 0 IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. 20' 10' 0 20' 0 THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. U C4 . 12 KEY MAP o SCALE:1"=400' co CITY WATER DEPT STANDARDS PLUMBING CODE go OUTSIDE OF WITHIN THRUST BLOCK CITY APPROVED PAVEMENT PAVEMENT h8ssetti BACKFLOW DEVICE FLANGE COUPLING RETAINER GLAND ADAPTOR arch/ ects 12" MIN 18" CAST IRON 910 BOX 721 NW 9TH Ave, Suite 350 PROVIDE 24" BY MEGA FLG 4" THICK CONCRETE "'� -r Portland, Oregon 97209 OR EQUAL PAD (SEE NOTE 4) .: T (206) 340 9500 F (206) 340 9519 6"MIN. CONTRACTOR TO SEAL ALL HAND TAMP BACKFILL OSHA APPROVED LADDER 24" MIN OPENINGS IN VAULT WITH AROUND TOP SECTION 6" MIN. WITH ALUMINUM LADDER NON SHRINK GROUT PRIOR F12" MAX. EXTENSION BY UTILITY I TO BACKFILLING CIVIL ENGINEER & LANDSCAPE VAULT Cardno 6720 SW Macadam Ave Suite 200, oand, PLAN s" ASTM 3034 PVC �— PrtlOR 97219 T(503)-419-2500 3" MIN. 6" MAX. STRUCTURAL ENGINEER DRAIN TO CURB OR OPERATING NUT EXTENSION Catena Engineers GROUND LINE DAYLIGHT (SEE DETAIL NO. 505) 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 3" MIN CLEARANCE ON OPENED MECHANICAL ELECTRICAL & PLUMOSdcY VALVE MEGA FLG OR EQUAL Glu aBING ENGINEER RETAINER GLAND INLINE CHECK VALVE 900 SW ifth Ave., S Portland,FOR 97204 uite 1600 T(503)-227-5280 CONTRACTOR TO INSTALLRODENT CONCRETE BALLAST 3 CU. YD. SCREEN FOOD SERVICE CONSULTANT MIN. WHERE FLOODING OR STANDON Webb Foodservice Design RIPE HIGH GROUNDWATER EXIST Portland, OR 97202 � (�•} --�'� DRAIN TO DAYLIGHT OR Lafayette t. INSTALL SUMP PUMP T(503)-236-8566 CONTACT CITY FOR 1) VALVE BOX NOT TO REST ELEVATION PUMP SPECIFICATIONS ON OPERATING ASSEMBLY. ACOUSTIC &AV CONSULTANT 2) OPERATOR EXTENSION The Greenbusch Group REQUIRED WHEN VALVE NUT 1900 W. Nickerson St., Suite 201 DOUBLE CHECK VALVE ASSEMBLY " T 206-378-0569 12 MIN IS DEEPER THAN 3 FEET W 24" Seattle,WA 98119 FROM FlNISHED GRADE. U11UTY VAULT NLCO DOOR 24" MAX 92E OR *EQUAL OR *EQUAL FLOOR TO BOTTOM 3) CENTER VALVE BOX ON COST CONSULTANT 3 680–WA J-5AL OR DEVICE AXIS OF OPER. NUT. Construction Focus 577-WA J-5AL 4) PROVIDE 24" SQUARE BY 4" THICK 740 Almaden St. 6 676–WA J–SALEugene, OR 97402 8 687–WA JD-3AL CONCRETE PAD AROUND VALVE 24 T 541-686-2031 10 1 5106-u► Jo-3AL BOX OUTSIDE OF PAVED AREAS • CITY ENGINEER APPROVED EQUAL AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD a'IY OF TIGARD XVFAM n NO SCALE CTIY OF TIGARD A/Ww"fit! NO SCALE IVISION ' OREGON THEODORE S. KYLE, P.E. TYPICAL GTE DING. N0. D DOUBLE CHECK DWQ Na � >;TiGII4�1G D ■ PUMIJC�D1&A>:1%Wff CME71s�EER ■ PtIBLICw011$DBPAR1DdE11TP �Y JANUARY Zo,1 VALVE ASSEMBLY - t9=S.".HMLUiM 503 532 . , ���, ,uWUARY 2O„ volts=c�Oldt71 re>r,c w t oAt� --- PAZ �ea9y if�7797 APMIDMAL oAtE As required in w3 Off typical sections .. Street Street of construction Cardno Y� plans PORTLAND Area , 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 Ld1 T—cut see TEL:(503)419-2500 FAX(503)419-2600 F— www.cardflD mm 4 R Surfacing note 1) w ` is C, > ~ ~a Topsoil or as Q # W 4jtz pr directed Base Material ii WWFZr Zz IL'w � ( � _ �� G 0- x �f fs tai& 4D _ • Z � J Q w O 0 i x I g is w V aU Xe z Q I E .p TO IRRIGATION x � ' o x :3 91 Z ~' vz \N V «_ i x U .,� E TIGARD TUALATIN SCHOOL DISTRICT W 1 a Saar- N – r C .0 gI� � � TO RESIDENCEIC41 n a _xI W 0 TIGARD HIGH b - •U) a� U) PLAN `Z ♦, w U � v SCHOOL i3 �� oQ o0a) 0 � a� CL METER BOX _� 0) a =' u) (u F- MODERNIZATION DOUBLE CHECK �. � �2� � � (V > ,d. _ � VALVE ASSEMBLY Vi EI 1 -0 0a - •a\ i � 6" Min bedding " 1�~ - 18„ below outside of fi 6 Z 9000 SW DURHAM RD. 0 pipe bell 3/4" — 0" MIN MIN TIGARD, OR. 97224 Z crushed aggregate VJ JOB NO.- Base O: 16992.00 Z ISSUE DATE: JUNE 19, 2018 1" UNION EACH SIDE NOT TO EXCEED � W W Jurisdiction Stamp Area 24" DEPTH N J 2' Min Trench elk, \ \i CRUSHED ROCK BASE—/ ELEVATION foundation stabilization 0 INSTALLATION SHOWN IS ONLY A SUGGESTION. if required O 0 o 1 , DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 1O NOTE: z 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 1. 1' T—CUT FOR PIPE ONLY PROJECTS. O COCKS IF BELOW GROUND INSTALLATION. r y 2. JOINTS TO BE TACK AND SANDED. 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, FE3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. U WATER DETAILS AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. C17Y 0F TIG ARID APPROVED BY; NO SCALE MY OF TYGARD IUP11M n NO SCALE CITY OF TIGARD AFFVAM IM NO SCALE 01W.G01%, THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. CYREGON A. ENGINEERING DIVISION IRRIGATION DOUBLE DWG. NO. , PURUC_G DIVISHM 3" & 4" DWG. NO. GI)NIJI r �c"�`' s'°"E. P'E. ■, P WORD DIEPAR4'NL'Nr (7IY DWAFMAWa �►�1 TRENCH C� 13125 S.W.HAIL BLVD. ■ `n by p L W.D, JANUARY Zoll, III ETER ■ PUK=QUA �TM D owG. No. 7,GARD.OREGOx9= JANUARY 2011 CHECK ASSEMBLY TKAF ��"�'°��'°` z 531 523 V ,> Zo,3 BACKFILL 180 p t vo�cs;tom Pte. ` "� out[ 0 PAB: (513)664-?29? APPROVAL DATE I V�DI(Ba(5iE3)6994171 pu; (Byy)li4..7297 AM4IDYNL OAl! C5. 30 0*N<0 0 il POTTER-ROEMER N0.5715 htMMofsse 90°FDC-SINGLE CLAPPER AUTOMATIC WITH ALUMINUM CAPS SPRINKLERS °? LABEL RISER WITH A SIGN PER NOTE 1 TO CLEARLY 721 NW 9TH Ave, Suite 350 INDICATE FDC RISER Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 FINISH GRADE SURFACE CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 2'x2'4"T CK' /\\j //\\/ ` STRUCTURAL ENGINEER CONCRETE_ Catena/\\�� Catena Engineers COLLAR BURIED 4 \��\/ ��\� 4"ROCK BASE 1500 NE Irving St., Suite 412 UNDERGROUND Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 900 BEND 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 NOTES: 1. FIRE DEPARTMENT CONNECTIONS SHALL BE DESIGNATED BY A COST CONSULTANT METAL SIGN HAVING RAISED LETTERS AT LEAST 1 INCH IN SIZE CAST ON A PLATE OR FITTING, READING"AUTOMATIC Construction Focus t. SPRINKLERS". LETTERING SHALL BE WHITE IN COLOR ON A RED OR 740 Almaden 7 402 BLUE BACKGROUND AND CONSIST OF RETRO-REFLECTIVE Eugene, OR T541-686-203131 COLORS. 2. SITUATE FDC RISER LINE WITH LOW POINT IN DCDA VAULT. PROVIDE BALL DRIP AND CHECK VALVE IN DCDA VAULT. *NOTE:ONLY ROCK BACKFILL ALLOWED FOR FDC LINE.NO NATIVE BACKFILL ALLOWED. 01FDC RISER DETAIL -- SCALE: NTS SIDEWALK ADJACENT TO CURB PORTLAND O 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 18" BREAK FLANGE SIDEWALK 18" CAST IRON 910 TEL:(5M) FAx�soi�a�s-zsoo 3" MIN. VALVE BOX TOP MIN 6" MAX. :a •a• 1 1/2 4" DRAIN TAR PAPER (MOISTU 6" DUCTILE IRON PIPE RESTRAIN ALL JOINTS W/ "FIELD LOK" OR EQUAL GASKETS TIGARD TUALATIN SCHOOL DISTRICT 6" MEGALUG RETAINER CONCRETE PIER GLAND (EBAA IRON) TIGARD HIGH 6" GATE VALVE BLOCK FLG. x M.J. SCHOOL M.J. x 6" FLG. TEE SIDEWALK WITH PLANTER 2.0' STRIP AT CURB o MODERNIZATION SIDEWALK 3" MIN. BREAK FLANGE " MAX. b .. , a• 9000 SW DURHAM RD. • c;. +'•. TIGARD, OR. 97224 1. HYDRANTS TO BE MUELLER CENTURION, A-423, OR APP'D EQUAL) 6" MJ, 5 1/4" JOB NO: 16992.00 MVO 3 PORT — TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ISSUE DATE: JUNE 19, 2018 A. OIL RESERVOIR z B. BRONZE ACTUATION NUT W Jurisdiction Stamp Area C. BRONZE SEAT RING C D. WEATHER SHIELD CAP G E. SAFETY SLEEVE COUPLING D F. THREADED NOZZLES WITH "0" RINGS U G. NATIONAL STANDARD THREADS 2. SAFETY CHAINS TO BE REMOVED. O 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 0 BY DISTRICT FIRE MARSHALL. 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. Z 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. O 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. _ 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED �- WATER DETAILS 11 BY ENGINEER. U 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) ON THE 4 1/2- PORT. CITY OF TIGARD A�PROYED NO SCALE OREGON LORI FANA. P.E. FARE HYDRANT DWG. No. U)• ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT CITY EN!>ElE1t Z 131MTIG S.W.BALL BLVD. 5 42 O TIGARD,OREGON 7Y123 AUGUST 2015 ASSEMBLY VOICE:(5 03) -7297 I C5. 31 PAIL: (303)684-7297 AfPROVIL GATE 0 0 MO W