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' \ m- \ _ ` B9✓OS 7EF:AAO O7hgR A[T1�SSARY PIOW75 / TN°IY.A[ALL wA7EJ4YJVEs NsrALL 4 x3'FOW MMS 170V Ca#N Nc FCFA, c avKNr TO Si7oxts A7 PIC A/F To'ccu5� 'moo=LQG'u�i''^gip.�.-� \-� \ ��\ `\ / / `. s G4S AAO WA 7M?LINES MAY bF NSTALL M6 = • DECD, — — . 1-' - , \ \ \\ \ \ / / / `% ©N alkWav 7RDVOY.SEF'VEMAL � ' — -- �_ J� > \ �\ \ \ \ \ \.,\, ------ (NvnFrNLl�crae mEarwYAnovt �2 CED w mss, I l0 2 l �ftw *me I 2 0' SIDEWALK ADJACENT TO CURB 18" CAST IRON 910 VALVE BOX TOP 0 18" BREAK FLANGE SIDEWALK 3" MIN. MIN 6" MAX. .,. .... A 1 1/2' 4" DRAIN ROC \� TAR PAPER (MOISTU 6" DUCTILE IRON PIPE $ RESTRAIN ALL JOINTS W/ "FIELD LOK" OR EQUAL GASKETS 6" MEGALUG RETAINER GLAND (EBAA IRON) CONCRETE PIER 6" GATE VALVE BLOCK FLG. x M.J. SIDEWALK WITH PLANTER 2.0' r M.J. x 6" FLG. TEE STRIP AT CURB o ]} SIDEWALK 6" MAX. BREAK FLANGE NOTE: 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: A. OIL RESERVOIR B. BRONZE ACTUATION NUT C. BRONZE SEAT RING D. WEATHER SHIELD CAP E. SAFETY SLEEVE COUPLING F. THREADED NOZZLES WITH "0" RINGS G. NATIONAL STANDARD THREADS 2. SAFETY CHAINS TO BE REMOVED. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED BY DISTRICT FIRE MARSHALL. 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 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 BY ENGINEER. 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. APPROVED BY: NO SCALE ENGINEERING DEPARTMENT AGUSTIN P. DUENAS FIRE HYDRANT 13125 SAL HALL BLw. OTY ENONEER DWG. N0. VOIM- f °'�' ASSEMBLY 542 vacE: 6J°-41T'1 MARCH 1998 CITY OF TIGARD FAX 5os 684-7207 DRE"m APPROVAL DATE STREET SIDE CUSTOMER SIDE 79' D ;o LADDER 0 4 ITEM QTY DESCRIPTION 49O 1 2EA 4' X 3" FLG X FLG REDdc 3" FLG GATE VALVE OR 52 ii 5d p 2 4' X 4' FLG GATE VALVE WITH HANDWHEEL jig7 2 1 2" CORP COMP/COMP QQ fgg 3i / 3 2 4' D.I. SPOOL FLG X P.E.�+ �� DOOR LATCH 2 I 4 2 4" X 2" STRADDLE -04� S QTHIS END 5 \_ 7 f 5 1 4" RETAINER GLAND \ 1 6 5 7 6 2 90' SWT X SWT 6'-3' 2 ` 7 1 2" TYPE "K" COPPER PIPE / g 1 2" COUPLING COMPRESSION y 9 1 UTILITY VAULT 675-WA-730 WITH OPENING - a FOR BILCO DOOR JD-3AL AND OSHA c TO BACKFLOW APPROVED LADDER SEE NOTE NO. 1 A a a Q _ T,_ ASSEMBLY 10 1 OPTIONAL SUMP PUMP "GRUNDFOS" ......_.s: ��� MODEL 'THE BOSS 200" 1/3 HP STAINLESS 0 0 (Di 7 \ STEEL SUMP PUMP WITH FLOAT SWITCH rn / AND 1-1/4" DISCHARGE (MISC. PIPING FOR H THRUST / 1 _0- I DISCHARGE WITH INLINE CHECK VALVE) BLOCK J PLAN If 11 1 4" PIPE STAND 'STANDON' SLOPE GROUND AWAY FROM VAULT 3" DISCHARGE TO CURB OR STORM DRAIN L4 �. m TO 3°•6" NOTES 5'-5' + 1. SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT. 2. ALL COPPER PIPE SWEAT JOINTS. 1 INSTALL CONCRETE BALLAST 3 CY MIN AROUND BASE OF VAULT IN AREAS z WHERE FLOODING OR HIGHT GROUNDWATER 0 6" 3/4-0 COMPACTED 11 \ EXISTS N N ROCK LEVELING COURSE 0 w O FnDRAIN TO DAYLIGHT OR ELEVATION INSTALL SUMP PUMP Ro � I v m T pj 6 U ALL JOINTS TO BE RESTRAINED W/FIELD LOK � 5 OR MEGA LUGS SEE STRADDLE BLOCK � Q N DETAIL NO. 561 _ Z g a m m 5' MIN MEGA LUGS (TYP) m m to C7 D � r z co -� m z 0 NOTE: BEARING AREA IN SQUARE FEET TO BE DETERMINED BY Ln o CHART ON DETAIL NO. 560 OR BY CITY ENGINEER, DEPENDING Q� � ON SOIL CONDITIONS. W o m 0 D A m z z 054 g EEx # 0 ALL JOINTS TO BE rn s a RESTRAINED W/FIELD LOK � a OR MEGA LUGS SEE STRADDLE BLOCK H DETAIL NO. 561 Z = 4 p 8 m m 5' MIN MEGA LUGS (TYP) z . , a .i m :• ; ' ' ;o ;o m -� (A C7 D D r Z m m Z 0 NOTE: BEARING AREA IN SQUARE FEET TO BE DETERMINED BY (n o CHART ON DETAIL NO. 560 OR BY CITY ENGINEER, DEPENDING Q) D ON SOIL CONDITIONS. P m W t yam✓ e- I I J-10' I� I I_I 4 ISI I l I PLACEMENT OF FIRE HYDRANTS OVERRIDE PLACEMENT OF VALVES. FIRE HYDRANTS MUST BE PLACED AT TANGENT OF THE CURB ARC. TYPICAL PLACEMENT OF VALVES. PLACE VALVES AT THE TANGENT MAX. 500' OF THE CURB ARC. 7' IN FRONT BETWEEN VALVES OF FACE OF CURB AND/OR 10' FROM CENTER LINE OF ROAD NOTE: 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA 2. VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION 3. VALVE BOXES CONSIST OF 6" ASTM 3034 PVC RISER AND 18" CAST IRON 910 COVER 4. MAXIMUM SPACING FOR VALVES IS 500 FEET 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS 6. GATE VALVES ARE REQUIRED FOR 8" AND SMALLER PIPE. 7. BUTTERFLY VALVES ARE REQUIRED FOR 12" AND LARGER PIPE. APPROVED BY: NO SCALE ENGINEERING DEPARTMENT AGUSTIN P. DUENAS TYPICAL VALVE 13125 SK ►wBLVD. OTY ENGINEER DWG. NO. Imo'OREGON 9M3MARCH 1998 AND HYDRANT LOCATION CITY OF TIGARD FAX: (Sa3 VDIC: (50.3;B°�Wt-4171-n°7 575 OREN APPROVAL DAIS