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Home My WebLink AboutR-401473NOTES 1. FIRE HYDRANTS SHALL BE WATEROUS PACER HYDRANT, MODEL 2. SEE FACILITIES DESIGN STANDARD D38108-1, FIGURE 3. "OPEN" TARGET PLATE 4" STEEL GUARD POST RIGID PIPE FLEXIBLE PIPE WB67-250, U.L. AND F.M. APPROVED, DUCTILE IRON, 3—WAY WITH 5 1 /4" PUMPER CONNECTION. HYDRANTS SHALL HAVE STORZ ADAPTER 3. ALL NEW FIRE LINES ARE DESIGNED WITH RESTRAINED JOINTS. NOTE: TARGET PLATES SHALL BE TYPICAL 4—PLACES (DUCTILE IRON, STEEL) (PLASTIC, PVC) AND CAP INSTALLED. PIPING SHALL HAVE 3—FEET (MIN.) COVER. ORIENTED TO BE READ WHEN — — — — — — — 0 FURNISH EXTENSION KIT IF GREATER COVER IS NEEDED. FERGUSON 4. THE FIRE HYDRANT BOLLARD LAYOUT SHOWN REPRESENTS TYPICAL LOOKING IN DOWNSTREAM DIRECTION ITEM AND DESCRIPTION A FOLLOWS: SPACING ONLY. REFER TO SITE PLANS AND DETAILS FOR LOCATIONS OF FIRE WATER FLOW. PIPE BEDDING NOTES: PAVEMENT, SEE PAVEMENT SECTIONS WHERE ADDITIONAL OBSTRUCTIONS DICTATE SPECIAL CONFIGURATIONS. z DETECTABLE WARNING TAPE HYDRANT DESCRIPTION: 5-1/4 WB67 UL/FM 4'OL/A MJ 5. OMIT BOLLARDS WHERE OTHER BARRIERS PREVENT RISK OF DAMAGE. - 2.5' (MIN.) 1. ALL BACKFILL MATERIAL SHALL BE PLACED IN LOOSE CSBC SEE PAVEMENT SECTIONS WHITE HYDRANT NO: P—WB67LAOLPUL/FM STORZ ADAPTER AND co "SHUT" TARGET PLATE L CAP DESCRIPTION: 4-1/2X5 FNST STORZ ADPT W/CAP N N LAYERS OF NOT MORE THAN 6" DEPTH AND COMPACTED ADJUSTABLE TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. INDICATOR POST 2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ° o ° 14 1/2" 30" MIN COVER NEW FIRE HYDRANT ON SHEET C501-1 B. ° o MIN SEE NOTES GRADE MATCH EXISTING HOSE PORT 3. IF TRENCH SUBGRADE IS DETERMINED TO BE UNSUITABLE ° °if SIZES AND THREADS 4" STEEL GUARD POST I I TYPICAL 4—PLACES BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION, 9 1/2" MIN FIRE RISER PIV ONLY: PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE TRENCH BACKFILL —0 1" CONDUIT FOR TAMPER SWITCH STABILIZATION AS DIRECTED BY THE BOEING SHALL BE CSBC PUMPER CONNECTION CONSTRUCTION MANAGER PER THE GEOTECHNICAL PER WSDOT STD 1 6 MIN TO FACE AS PER PLAN ^ '� ENGINEER'S RECOMMENDATIONS. z CDO O SPEC 9-03.9(3) NEW CAST IRON VALVE N 2.5 (MIN.) z 4. MINIMUM COVER OVER PIPE WITH PERMANENT CONCRETE PIPE GRADE BOX W/ SLIDE EXTENSION r, PIV BOLLARD LAYOUT (TYP.) PAVEMENT SECTION AS SHOWN IS REQUIRED TO PREVENT OUTSIDE N -- VALVE (FL) DAMAGE DUE TO LOADING. CONTRACTOR SHALL PROVIDE DIAMETER CONC THRUST BLOCK cI NOTE: ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION 3000 PSI @ 28 DAYS NEW TEE OR REDUCER 0 THE PIV BOLLARD LAYOUT SHOWN REPRESENTS IF TEMPORARY PAVEMENT SECTION IS USED. BEARING AREA — 3 SF AS IDENTIFIED PER PLAN TYPICAL SPACING ONLY. REFER TO SITE PLANS 6" MIN AND DETAILS FOR LOCATIONS WHERE ADDITIONAL w o 00 0 0 00 0 0 POLY COVER o> OBSTRUCTIONS DICTATE SPECIAL CONFIGURATIONS. 0 0 0 0 0O 0 0 000 0 0 0 0 °00 0 °0 12" MIN I O o0 0000 0° o)00,)0 OVER GRAVEL �' OMIT BOLLARDS WHERE OTHER BARRIERS GEOTEXTILE FOR o00 0 00 0000 0 0 0 0 0 c 0 °00 0 o OVEREXCAVATION PREVENT RISK OF DAMAGE. AS REQUIRED FOR 000 0 °00 0 °00 0 000 ° °00 o 000 000000 NEW 6" GATE %/,�//� j� j�// ° //\/\/\� , 0 0 0 0 0 0 0 0 0 0 0 o AS REQUIRED / / / / a ° \//�\//\//\//\//, UNDISTURBED OVEREXCAVATION. °0 ° °o°o °00 0 ° °o o °00 000 0 ° °0°0° SEE NOTES (TYP) VALVE (FLXMJ)— a ° . SUBGRADE SEE NOTE 2. j o — /�� o0 0 /i a ONC THRUST BLOCK � 3000 PSI ®28 DAYS AS REQUIRED FOR PIPE \\ o o \\ O 0 ° Q o0 0 \//\ a ° QUARRY SPACES FOR MIN TRENCH WIDTH WSDOT BEDDING D03.12(3) I \\,�� FIRE HYDRANT BOLLARD LAYOUT (TYP.) OVEREXCAVATION. SEE NOTE 2. FOR PIPE DIAMETER < OR = 15 ; (PIV) WIDTH = PIPE DIA + 30 POST ST INDICATOR CATO R VANE TYPICAL SECTION- N FOR PIE DIAMETER > 15 ; %/ o o° �o \ M50�1 —1 C SCALE: NTS WIDTH = (PIPE DIA X1.5) + 18" UNDISTURBED 3 TYP. PPE BEDDING SECTION CONC BLOCK 4"x16"x16" a SUBGRADE M50�1�A SCALE: NTS TWO 3/4" DIA M501-1C DO NOT COVER DRAIN SHACKLE RODS CONC THRUST BLOCK COAT W/ BITUMASTIC 3000 PSI ® 28 DAYS 1/2 CY OF GRAVEL BACKFILL FOR DRAINS rf� FIRE HYDRANT ASSEMBLY SECTION M501-1 C SCALE: NTS 00 3„ I MIN. LETTERS ENTERED 2,-0" PAINT RED BLOCK LETTERS SIZED TO FIT AVAILABLE SPACE, TYP PAINT WHITE BACKGROUND STAND PIPE VALCOM POSITION INDICATOR — 3" MIN. RED 3" INTERIOR PAINT MARKINGS DETAIL LETTERS, TYP SURFACE PAINT MARKINGS DETAIL 0 I N PLAN VIEW NEENAH FRAME AND LID MODEL # R5900—B WITH CASTING INSERT READING "FIRE" PAINT WHITE MOUNTED FLUSH WITH EXISTING GRADE SEE INTERIOR PAINT MARKINGS DETAIL BACKGROUND —INSERT ACTUAL SECTION FINISH GRADE VALVE NUMBER FOR XXX NOTES: 1. COORDINATE ALL WORK WITH BOEING. 2. INSTALL THE VALCOM MODEL 179—LP6 LOW PROFILE POSITION INDICATOR PER THE MANUFACTURER'S RECOMMENDATIONS. THE TOP OF THE 2—INCH AWWA NUT SHOULD BE APPROXIMATELY 3—INCHES BELOW THE FINISHED GROUND ELEVATION. THE VALVE POSITION INDICATION SHALL BE LOCATED FACING THE ADJACENT BUILDING, OR ORIENTED AWAY FROM WHERE THE VALVE WILL MOST LIKELY BE OPERATED TO ALLOW THE OPERATOR TO READ THE VALVE POSITION EASILY. 3. PLACE THE REBAR, NEENAH MODEL R-5900—B FRAME AND LID, AND CONCRETE AS SHOWN TO THE FINISHED ELEVATION. 4. PAINT WHITE BOX AROUND THE VALVE (AS SHOWN). PAINT "FIRE" AND "SEC ###" ON TWO SEPARATE LINES IN RED BLOCK LETTERING WITHIN THE WHITE PAINT BOX BENEATH THE VALVE AS SHOWN. ### SHALL REFER TO THE ACTUAL VALVE NUMBER IN THE FIELD. �4� FUSH SECTION VANE DETAILS M501-1 C SCALE: NTS i BergerABAM CALL 48 HOURS �AW" BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 REVISION BY I APPROVED DATE #4 x 30" EPDXY COATED REBAR (8 PLACES) SEE SURFACE PAINT MARKINGS DETAIL U #4 REBAR (BEYOND) a< a ° a � ° a N 2" AWWA NUTa V'ALC0�1 IOW °PROFILE ° a a POSITION INDICATOR a ° a ° ° a o ° ° MODEL, # 179-LaP6 v v ADJUST VALVE STEM AND'INSTALL 2" AWWA NUT ° a g TO` -BE APPROXIMATELY' 12" oFRQM FINISHED GRADE. a o ° v SECTION A P. of WA �f BOE//V" �P �1 x 31271 w� ��ssioNaL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRA1 HL CHE SPT ENG BEE APPROVED BY DEPT. I DATE M y M BOLLARD M501-1A SCALE: NTS M501—iC r" ' �IPE W/ CONC, TOP TO BE X d. 40 STEEL PIPE. YELLOW PER STD SPEC CONC AWAY PIPE TO DRAIN �VEMENT. AS REQ'D CONC BASE VC=3000 PSI (28 DAY) SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY IAI L SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE CIVIL MASTER UTILITY DETAILS MITIGATION HANGAR RENTON SITE SITE S-401413 W-401413 R-401473 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS wIxi -11 Ix C 180242 J I `U 0 R G v^I L 10/09/ 18 SHEET M501 -1 D M04 JOB N0. COMP NO. C180242 RENTON, WA DWG N0. RTN—YD—M501-1 D