INSTALL_2023 - Laserfiche WebLink

Home Browse Search

12'-4 1/2` 12'-4 1/2" q ENL• 7'-2` 5'-2 1/2" 5'-2 1/2° 7•-2• ® NOTES: UST INSTALLATION NORCAL CAJUN FOODS INC 1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1"RISE OVER 12"RUN. 2190 MERIDIAN PARK BLVD,STE G 0 0 a 0 0 2 FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT CONC925)4 A 806 2 PH:(925)446-6806 CONCRETE. OREINFORCING BARS TO BE NO LESS THAN 2"AND NO MORE THAN 4"FROM SURFE. 12," 00 GALLON - PREMIUM UNLEADED 10,000 GALLON - DIESEL 6 O RENGTHRCEPCCONCRErE 6B AROUND ND MANHOLE WITH(4)#4 REBAR 60"IN 8 8" 16-1/2" 1fi-1/2" 16-1/2" 16-1/2" B" B" FUM 0ONSULTANTI REF.W REF. \ REF.W REF. SINGLE 1"CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT \ _ _ O SUMP&BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING.ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. 22"DIA. - > _ \ - a > 22"DIA. BRINE RESERVOIR ONE 1"STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. MANWAY AND INTERSTITIAL \ MANWAY FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP MONITOR SENSORS, PLLD,VAC SENSORS &TANK GAUGE TO TANK INTERSTITIAL SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN 0 0 ° BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN `i .I — —e1 ° — — 1 —O� °I — — ONLY LOW VOLTAGE WIRING FOR SENSORS.ALL CONDUIT PENETRATIONS ° O ° MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. ANCHOR STRAP USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE,MIN'Y" ' ' 1 LOCATION(TYP.) &MAX OF X"IN SIZE,FREE OF CLAY,SLAG,CINDERS,OR DEBRIS. ALL O7 42"DIA.FILL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S&OWNER'S FIELD / REPRESENTATIVE. 0 48°DIA TURBINE SUMP 48"DIA TURBINE TANK WEIGHT SUMP / 42"DIA FILL SUMP OS NOT USED. SUMP 12,873 LBS DRY K12 Architects,Inc 16,900 LBS W/BRINE <9>NOT USED. 04 3090Fi.Circle,#1�� sacremrno,cA 9S827TANK PAD MINIMUM 2'-0"OFF OUTSIDE WALLS OF TANKS,AND MUSS PH:(916)455-6500 FAX:(916)455-8100 COVER THE FOOTPRINT OF THE TANKS.REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN,AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. o REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS&NUMBER OF PRODUCT LINES(1 OR 2 PER UST SUMP). MANUFACTURER 1 1-8" 2 2" 1-8" 16 1 2 TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL FOR SUPPLIED 18"x8"z18' /-(TYP.) SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK INSTALLATION SITE PUN&SUMP DETAIL DRAWINGS NOTED ABOVE. OEAOMAN (TYP.OF 4) Q 6'-10 1/2" 7'-2" 4'-1 1/2" 4'-11" 5'-9 1/2" 6'-10 1/2" J COXX V-13.0 UNE 10,20 16 5'-6 1/4" TANK ANCHORING IS REQUIRED 9F NASIER ORA1VNRELEASE NUMBER1 41'-3 1/4" Na T,lAml"ll*oEs 10N OVERFLOW PROTECTION:UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95%AND IS IN 0 «UNDERGROUND TANK PLAN VIEW REQUREM NTS ITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILLQu DIESEL CONFIGURATION A B C 9��SCALE: 1/2" = 1'-0" W/OpW F34J FS4JT54.3 AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOTAUTOMATICTANK GAUGE SYSTEM.THE MONITORING SYSTEM PROVIDES AN D +°1—wo. AUDIBLE AND VISUAL ALARM WHEN THE TANK(S)ARE FILLED TO THE 90% 0 ,y a�-0I D B F LEVEL Rs41 F54.2 F54.2 XX 1'm' QV a[a LnwI A B G e FOR DPW FILLS 2"INSIDE 3"DOUBLE INDICATES ITEMS FOUND ON MATERIALS LIST SHE FS2.0,F5.2.1 0 °�� mm�°aMWrs FS4.7 FS4.7 FS4.1 FS4.7 A5 WALL FRP VACUUM Q CROSSOVER TO FILL SUMP FOR VENT& NOTE Q 7°THICK CONCRETE 2 3 — 1 — VAPOR CONTINUOUS CHOSE APPLICABLE DRAWINGS SLAB(TYP.) MONITORING. FOR CONFIGURATION. GSEAL ASPHALT AND STONE PER � FSq� � PROJECT SPECIFICATIONS 3 4 (TYP,) 3 4 � 1 (TYP.) E sE0 AR=H,r '�1` �Vk F 1 1 (TYP.) (TYP.) 1 (TYP.) 1 fjP� cyy�+ a -1 29 NJi N�QV.2019. Q 6"WIDE DETECTABLfy ^'(F0 I` 6"WIDE DETECTABLE F 0 8 1"COND. OF�• UN)ERGROUND MARKING 89 UNDERGROUND MARKING CA © LOOP TO SUMP TA E BURIED 6"-12° J-BOX TAPE BURIED 6"-12"BELOW I BE OW FINISHED ORlIDE, FRP RISER 66 I FINISHED GRADE: EMPIRE w 1"FR EM IRE MAGNATEC fi0 GRADE I I MAGNATEC#31-143 .I Y BONDED ENTR 12 $3-143 HOME RUN 6 6 SUMP INTERSTI IA FITTING(NP.) 1 I ITO BUILDING TEST PORT 1"FRP OCROSSOVER SUIMP INTERSTITIAL I 12 OHDED ENTRY x 5 TEST PORT _ FITTING HYDROSTATIC g Y SUMP TEST PORT INTERSTITIAL RESERVOIR 6 PORT P SUTEST MP INTERSTIDAL SLOPE SIDES OF TANK HOLE OR DUCT PPE ARCO USE SHORING FOR ALL TANK EXCAVATIONS IN ACCORDANCE WITH _=e e OSHA 1926 SUBPART P,OSHA 20 EXTRACTOR FITTING 20 EXTRACT FITTING STANDARDS-EXCAVATIONS;FINAL =- RULE OCTOBER 1, 1989 �' ALL N - P I 'LANE F\ 10, 00 GA LON IESE "•:" y ZONE 1 VACUUM LINE, Z VACU M IIN �o N FOR THE PRODUCT TH CRO SOF DAL OLOAT SH N IN TH V W.) HYDROSTATIC 0 PIPING. AN PI I G NIG ENSOR �� a - II II / /\ OT �� OVERF�L PROTE ION /\ DROP TUBES AT 1 ANCHOR STRAP / o BACKFILL WITH PEAGRAVEL 1 95% TYP.) 0 0 LOCATION(TYP.) I \\/ \\ y \j\\\ 7 PER TANK MANUFACTURER SITE A RM n SPECIFICATIONS.(IYP.) -col(I I ' \/� E /\//\� WEST EIGHT MILE ROAD& \%\\/ 0 R LLP T TION R 41 1 PLATES2T1P.UND R ALLEL PE Sl TNG \\ STOCKTON,CA sszos o �// THRONTON ROAD TU E S AT 95% P / \ W/MANWAYS ON FIBER G STAN (BY T NK F) /\ \\\/ Ll BM. IN KIN RFP 114 / ///\\ pfAY1N BM SV o � � T\% �+_�`�- \� —� i I � `� � v li �� `• ;".-`c //\\/� V-13.0 � / -: �� — ---- ------ ---- ---- -- �'� c/ % 18-003 wAWINGT1lL U ti � 1'-0"MIN.PEA GRAVEL.:n:` �"-'t'{, v a-+ a '"• : n \ SCREEN TRAPPER SCREEN'tom' ``+LA`' +-4`` TYPICAL 12,000/10 000 GALLON 7 INSTALLED OVER 'fes.. i N V TYP. _ i O DOUBLE WALL FIBERGLASS TANK 1, Y�.,.1 I COMPACTED SOIL+ � INSTALLATION DETAILS \ \\ \\\\ \ \ \ \\\ \\\ \ \ \ \ \ \\\ \\\ \\\ \\\ \ \ \ \\\ \ \\\\/\\\\\\ X/ \\ \\\\\\\ \��/iii\//\//\//��/\// MEET Na 2'MIN. END OF TANK TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER A: UNDERGROUND TANK SECTION DETAIL D FS3.1 SCALE: 1/2" = 1'-O" u