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Home My WebLink About1882-34Z4 qz-1 —w9 m FL'OhN \115W qz� 1, 9 11 4: 7L 11 A� L 4-1 a 07 2 'M�N Xkl. I .V c-7 5 c, -r I e��p D j ci i�x-lc';57-n H(!� v1,-NHC-45p CIP. f)t�MOVE�. r pd P,,7 -r. vWM! , Ct Mc E�p Wl-fl+ /)-'I QeDUAN5 HUT I &A f�(5. >c f?. 5. c..�n. F1 F5 effoL, ) CM L 4 C�- ) b C-4,Mi5t� H I N 4 ec�-C. rvjirepucEf-� )wrr� e0r-FIT LX-V5L.- )8> <qWAV MIN. (V2- 94 y- 14 (p T15 EF ) cvTL p I p F� ) arl L � c, ) FE., -e- P. e. x F LCT ) a c5iNIJ Q ff M I H. ?I pr� ) C' ri L- A C., tZ 1211�Oc- FAefflC4Tf:- (IV2 0 �V 1 r2l 0 c;::�rr L. P I PC- , 0 t-1 L A Co Point -of -Connect at Reservoir CZN C' V ===9 (f 1/4" PER V-0" MIN. SLOPE TO MAIN ELEVATION SEE NOTE I 3" x 2 112" x 1/4" THK. STEEL ANGLE WITH 9/16" DIA. HOLE SECURED TO 112" ANCHOR BOLT CAST IN SLAB WITH WASHER NUT, 4 EACH. 900 APART. VALVE BOX COVER 3 SIDES >-3116 *-1w-----_7CURB AND GUTTER S I DEWAL K WELD HARK TOP WITH 'W' 21-061 PLAN IMPROVED AREA NOTES I . ALL BUR I ED BOLTS A+AD HV14w - 94k*LL 4W 1,6fpe- 344, 000a N L*0461r. 40"mim I- 2. PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE NUT EXCEEDS 4 FEET. TTER, INSTALL ONE 3. IN AREAS WHERE NO CURB OR BERM EXISTS, OR WHERE THERE IS ONLY ROLLED CURB AND GU 3" GALVANIZSD STEEL POST (PAINTED WITH HIGH VISIBILITY OSHA YELLOW) AT EACH CORNER OF CONCRETE PAD ON TRAFFIC SIDE. IMBED POSTS 11 24- OF CONCRETE 2' BELOW GRADE AND EXTEND 3' ABOVE GRADE. p Hl a '00 4 1 N-IT.'e). CONSTRUCTION ITEMS MATERIALS LIST ITEM 18" DIA. x'30" HIGH x 1/4" THK. STEEL TUBE - IN (2-) AIR RELEASE AND VACUUM VALVE 12 COVERED AT TOP WITH 18" x 12" DOOR AND STEEL POST 40 FLANGED LONG RADIUS 90" DUCTILE IRON OR STEEL ELBOW LOCKING CLASP. DOUBLE DIP GALVANIZE AFTER r I L L- 1" (2") SILVER SOLDER COPPER FITTING FABRICATION. CONSTRUCTION ITEMS / MATERIALS LIST IN (2-) COPPER TUBING ---- SET PAD ELEVATION TO SIDEWALK GRADE IN (21 90' LONG RADIUS SILVER SOLDER SWEAT ELBOW ---- OR TO ELEVATION SHOWN ON THE PLAN. 1" (2") BRONZE BALL VALVE JAMO JONES J-1900 I" ON) SILVER SOLDER COPPER NIPPLE .... -IT AT 6" FROM BASE, PROVIDE 4 SLOTSO IN (2') W&'rp-A e)OFIVIC10 T,&r mm Co. AEFEA To !�rO. 000G. P465. .... ---- VALVE BOX AND COVER TYLER IN x 4". SYMMETRICALLY PLACED 1" (2") GALVANIZED DISCHARGE NIPPLE (2-90* ELL, I NIPPLE) VALVE COVER, CONSTRUCTED AS SHOWN HALFWAY BETWEEN MOUNTING ANGLES OR ... CONCRETE PAD, CLASS S60 -C-3250 ---- ---- 20 HOLES IN DIA., EQUALLY SPACED. PLAN UNIMPROVED AREA G 10 6. PEA GRAVEL PACK 5 (DIX ===9 (f 1/4" PER V-0" MIN. SLOPE TO MAIN ELEVATION SEE NOTE I 3" x 2 112" x 1/4" THK. STEEL ANGLE WITH 9/16" DIA. HOLE SECURED TO 112" ANCHOR BOLT CAST IN SLAB WITH WASHER NUT, 4 EACH. 900 APART. VALVE BOX COVER 3 SIDES >-3116 *-1w-----_7CURB AND GUTTER S I DEWAL K WELD HARK TOP WITH 'W' 21-061 PLAN IMPROVED AREA NOTES I . ALL BUR I ED BOLTS A+AD HV14w - 94k*LL 4W 1,6fpe- 344, 000a N L*0461r. 40"mim I- 2. PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE NUT EXCEEDS 4 FEET. TTER, INSTALL ONE 3. IN AREAS WHERE NO CURB OR BERM EXISTS, OR WHERE THERE IS ONLY ROLLED CURB AND GU 3" GALVANIZSD STEEL POST (PAINTED WITH HIGH VISIBILITY OSHA YELLOW) AT EACH CORNER OF CONCRETE PAD ON TRAFFIC SIDE. IMBED POSTS 11 24- OF CONCRETE 2' BELOW GRADE AND EXTEND 3' ABOVE GRADE. p Hl a '00 4 1 N-IT.'e). CONSTRUCTION ITEMS MATERIALS LIST ITEM SIZE AND DESCRIPTION MANUFACTURER MFR. CAT. NO. OR STD. REF. - IN (2-) AIR RELEASE AND VACUUM VALVE APCO 143 C (145 C) 2. PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE KIT EXCEEDS 4 FEET. 13, DELETED STEEL POST 40 FLANGED LONG RADIUS 90" DUCTILE IRON OR STEEL ELBOW IN (2-) BRASS NIPPLE ---- ---- r I L L- 1" (2") SILVER SOLDER COPPER FITTING CONSTRUCTION ITEMS / MATERIALS LIST IN (2-) COPPER TUBING ---- TYPE "K" IN (21 90' LONG RADIUS SILVER SOLDER SWEAT ELBOW ---- .... 1" (2") BRONZE BALL VALVE JAMO JONES J-1900 I" ON) SILVER SOLDER COPPER NIPPLE .... -IT IN (2') W&'rp-A e)OFIVIC10 T,&r mm Co. AEFEA To !�rO. 000G. P465. .... ---- VALVE BOX AND COVER TYLER 6500 SERIES 1" (2") GALVANIZED DISCHARGE NIPPLE (2-90* ELL, I NIPPLE) VALVE COVER, CONSTRUCTED AS SHOWN ---- ... CONCRETE PAD, CLASS S60 -C-3250 ---- ---- VALVE STEM EXTENSION (SEE NOTE 2) PLAN 1 0 -0"- it -ON IA- !-�pT,::jf WITh IH 1 ttALr OPL* r H q 1 1 - - VALVE BOX COVER SET PAD ELEVATION 2' ABOVE NATURAL GROUND----_., 4* BLIND FLANGE WITH 2" I.P. TAP AND PVC THREADED PLUG 2. PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE KIT EXCEEDS 4 FEET. 13, 40 FLANGED DUCTILE IRON OR STEEL PIPE STEEL POST 40 FLANGED LONG RADIUS 90" DUCTILE IRON OR STEEL ELBOW 4' GATE VALVE. FLANGED SEE NOTE 3 r I L L- INSULATING FLANGE KIT CONSTRUCTION ITEMS / MATERIALS LIST VALVE STEM EXTENSION (SEE NOTE 2) tD -IT w 0---PSEE TEEL POST NOTE 3 PLAN UNIMPROVED AREA tombinatioh Air'Release and Vacuum Valv'e Assembly C.o e, 4� " L? gt6l I C25 fj 11A 7: C CCP -701 TRENCH WIDTH FINISHED SUBGRADE f BACKFILL OPTIONAL t /EXCAVATION LINES w 12" MIN 0 6'-0## MAX Uj 15 CL e* MIN UNSUPPORTED CL /DEPTH PIPE BEDDING SPRINGLINE 0. 1 0. D. HAUNCH. 4' MIN TRENCH SHEETING % OR SHORING, IF USED SHAPED 0. 4 0. D. MIN UNDISTURBED SOIL - TYP. NOTES I . TRENCH WIDTH SHALL BE O.D. + 12" MIN., O.D. + 200 MAX., INCLUDING THE THICKNESS OF TRENCH SHORING OR SHEETING. 2. WHEN THE MAX. TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL DRAWINGS WITH SUBSTANTI- ATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE M IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 3. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEETING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. 4. TRENCH SHEETING OR SHORING SHALL BE A MINIMUM OF 6 INCHES FROM THE PIPE BARREL AT SPRINGLINE. S. VERTICAL TRENCH WALLS Aj FOR DEPTHS UP TO S' -O', NO TRENCH SUPPORT IS REQUIRED UNLESS UNSTABLE OR RUNNING SOIL IS ENCOUNTERED. b) FOR DEPTHS EXCEEDING S' -O"§ SHORING OR SOLID SHEETING IS REQUIRED. 6. OPTIONAL COMBINATION OF VERTICAL AND SLOPING TRENCH WALLS a) TRENCH DEPTHS EXCEEDING 51-00 SHALL HAVE VERTICAL WALLS IN PIPE ZONf UNLESS OTHERWISE APPROVED BY THE ENGINEER. b) FOR TRENCHES WITH COMBINED WALLS AND ANY DEPTH EXCEEDING S' -O'. THE CONTRACTOR SHALL CONFORM -TO SUBSECTION 7-10.4.1 OF THE*STANOARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION% (GREEN BOOK). 7. BEDDING SHALL BE PER STANDARD SPECIFICATIONS, EXCEPT THAT SE OF 20 MAY BE USED FOR DUCTILE [RON PIPE (WITH POLYETHYLENE ENCASEMENT); ALL OTHER PIPE SHALL HAVE ASEDOING WITH AN SE OF 30 MINIMUM. b) SE OF 30 AND PAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION Mill. FOR PVC AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON BEDDING ABOVE SPRINGLINE SHALL BE COMPACTED CONCURRENTLY WITH THE BACKFILL. Pipe Trenching and Bed_ding (1)SEE NOTE 1 PAVEMENT AFTER 3 VALVE 13OXES ARE INSTALLED 6=01 *011 V>I,&. e)TL, - ri rg- C'm 1- 4 c/ j HIH. 6 (:�AUPO FINISH GRADE AT 6" MIN NON -PAVED AREAS 45 r2l A. s7Tt. pip5 cAe7iHq I Vt "W r2i P5 :�>' F1 505 4-Pf 5 p EF. C�ML� 4 C� off rep I& erfL V71 rf� 6-�,M 'j, P. F 75 MIN 6 MIN-] JC r2l ,M L_ C, MA 2 14- Y. f 5. x- - C, L A 0; ' r;, I r -,?0 r�AN G?EF r2 1/4j PIATE� H IN. 7 10 SEE NOTE 2 L L1. ?') 9 11 11 01. C2-ri,. p I P5 WE5) F 15.,, C -ML 40 n -7 Y. �Z4�" C2TL-- PIP15 t5C-0- F�5PU05f� 4>4f rl-r LXV9L, CHL C TRANSMISSION % x HIN. MAIN 8 5 C,-.-)jL. 121 J715, e F�9PI, ) P 15 C4, 1 V70 4::�4. ) C'm L 4 C' FL -A -m M) H. 4 6 N r? /�Ovr-p� �&WD 1911 DnJ&Mt5 "IT U-0 )0 ri� .... ..'. CIIN UF -A e? I 5F��A-) CL 11�0 FLC� PfATE� MIR MIN P ?4AH P FL-o&�4(9E�) CAI'Moc.;' IV20 NOTES = Eastside Jacked C_asinq Exit Detail R KNW ASSOCLINIMS, M CIVIL ENGINEERS STRUCrURAL ENGINEERS., LAND PLAWPiERS &SURVEYORS 1.5892 PASAD94A AVENUE TU CALIFORNIA 92680 * (714) 730-3757 ,!no .6 /m .P. KAPP Y A' R.C.E. 22015 , DA IA- !-�pT,::jf WITh IH 1 ttALr OPL* r H q 1. LOCATION AS SPECIFIED IN PLANS Vr2 VA.CUL)M V,&W5 pt-:joi k?;aA-,- rXTAIL. r-7 C'ANLIKNAC� H T 4* BLIND FLANGE WITH 2" I.P. TAP AND PVC THREADED PLUG 2. PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE KIT EXCEEDS 4 FEET. 13, 40 FLANGED DUCTILE IRON OR STEEL PIPE 40 FLANGED LONG RADIUS 90" DUCTILE IRON OR STEEL ELBOW 4' GATE VALVE. FLANGED VALVE BOX ZSEMBLY r I L L- INSULATING FLANGE KIT CONSTRUCTION ITEMS / MATERIALS LIST VALVE STEM EXTENSION (SEE NOTE 2) = Eastside Jacked C_asinq Exit Detail R KNW ASSOCLINIMS, M CIVIL ENGINEERS STRUCrURAL ENGINEERS., LAND PLAWPiERS &SURVEYORS 1.5892 PASAD94A AVENUE TU CALIFORNIA 92680 * (714) 730-3757 ,!no .6 /m .P. KAPP Y A' R.C.E. 22015 , DA 6" MAX 1200 BASE OF 3/4" ROCK 4" Blow Off Hunter s Ridge Offsite Water Plan ly, CITY -Or FONTANA CALIFORNIA "A r� J�� PUBLIC WORKS DEPARTMENT Drovn byi OFFSITE WATER .2 3093 TR. 13750 civ Designed by: MISCELLANEOUS DETAILS Datet Of Chocked by: Dvq. No. -Approv#dt ENGINEER R. C. E . P3 1125- 17 ITEM NO. SIZE AND DESCRIPTION 13" x 24" METER BOX WITH STEEL COVER I x 3 REDWOOD BLOCKING 4* BLIND FLANGE WITH 2" I.P. TAP AND PVC THREADED PLUG 40 FLANGED DUCTILE IRON OR STEEL PIPE 40 FLANGED LONG RADIUS 90" DUCTILE IRON OR STEEL ELBOW 4' GATE VALVE. FLANGED VALVE BOX ZSEMBLY INSULATING FLANGE KIT CONCRETE THRUST BLOCK VALVE STEM EXTENSION (SEE NOTE 2) 6" MAX 1200 BASE OF 3/4" ROCK 4" Blow Off Hunter s Ridge Offsite Water Plan ly, CITY -Or FONTANA CALIFORNIA "A r� J�� PUBLIC WORKS DEPARTMENT Drovn byi OFFSITE WATER .2 3093 TR. 13750 civ Designed by: MISCELLANEOUS DETAILS Datet Of Chocked by: Dvq. No. -Approv#dt ENGINEER R. C. E . P3 1125- 17