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EHD Program Facility Records by Street Name
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BENJAMIN HOLT
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1600 - Food Program
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PR0515659
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Last modified
10/9/2023 9:55:07 AM
Creation date
7/26/2022 1:30:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0515659
PE
1624
FACILITY_ID
FA0012270
FACILITY_NAME
FROSTY'S BURGERS
STREET_NUMBER
526
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
08126041
CURRENT_STATUS
01
SITE_LOCATION
526 W BENJAMIN HOLT DR STE A
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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DRAW I NG5 REFLEGT PROPOSED CREASE WASTE DRAIN LINES AND <br /> PROPOSED SANITARY DRAIN LINES. F�� 5O FXTU�E GONNECT O5GHE�ULE <br /> 2. NEW CREASE I NTERGEPTOR AS PER G 1 TY OF MODESTO STANDARDS. <br /> 3. DRAIN, WASTE, I$ VENT SHALL BE PLASTIC DW. GAST IRON OR ABS. <br /> 4. PROVIDE FLOW CONTROL DEVICES ON LAVS I$ SINKS, WHERE NECESSARY. <br /> 5. INSULATE ALL HOT WATER LINES. <br /> WASTE COL© WATER H07 lNATEi� <br /> . WATER HEATER P,*T RELIEF P I P I NC SHALL TERMINATE AT ADJAGENT MOP <br /> �I NK.HOT/COLD B WATER PLUM1 NC AT BAR EX I ST I NCC, RELOCATE AS REFLEGTED ON PLAN W 1 TH I N WALL FRAM I NC, SEE DETAIL �1 xTURE BRANCH ouTLET TRAP VENT BRANCH ouTLET BRANCH OUTLET <br /> 8. ALL WATER PIPING SHALL BE TYPE HARD COPPER, WITH q5/5 TIN ANTIMONY SOLDER (NO LEAD). SINK, 5-COMP 2" I I/2" 1/2" 1 1/2" 5/4" 1/2" 5/4" <br /> q. SEWER PIPE TO SLOPE 1/4" PER FOOT FOR 4" PIPE. SLOPE I/c3" PER FOOT FOR 60" PIPE. <br /> 10. ROUGH I N AND CONNECT TO ALL EQUIPMENT AND FIXTURES REQUIRING PLUMBING. SINK, 2-COMP 2" I /2° I /4" 1/2" �5141, v2" <br /> I/2" 1 /2" <br /> -� <br /> 11. ALL EXCAVATING OF ANY UTILITIES TO BE DONE BY HAND TOOLS. " <br /> 12. EXACT LOCATIONS AND MOUNTING HE I OHT5 OF PLUMBING FIXTURES SHALL MEET DISABLED AGGF-55 REG ULATI ONS. INSULATE ALL EAN:�, SINK 2 1/2 I /2 I 1/2 �/4 /2° 3/4 V2 <br /> EXPOSED HOT WATER AND DRAIN P I P I NO BELOW HANDICAP LAVATORIES. NATER HEATER I" I" " u <br /> FROM DAMAGE AND/OR INTERRUPTION. PROVIDE OFFSETS IF NEGESSAR'ir FOR ReviSion� <br /> 13. EXISTING UTILITIES SHALL BE PROTECTED � <br /> INSTALLATION OF THIS WORK. MOP SINK �" �" 2" 1 1/2" 3/4'� 1/2" 3/4" I/2" � <br /> 14. PROVIDE ALL PLUMBING MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH LATEST G.P.G. STATE AND LOCAL CODES. <br /> R VIDE ALL TRAPS, STOPS, SHUT-OFF VALVES, PRESSURE REGULATORS, CAS GOCKS, IND IREGT WASTE FLOOR BRAIN 2" �" 2"4" 2"3" 2-11, :" 2" - - - <br /> 15. CONTRACTOR SHALL P O - <br /> PIPING, AND NECESSARY TRIM WHIG <br /> H MAY BE REQU I RED TO COMPLETE THE INSTALLATION. COORDINATE ALL PLUMB I NCC REQUIREMENTS 2" <br /> - _ _ _ ° <br /> ILL <br /> WITH EQUIPMENT MANUFAGTURERS PRIOR TO ANY INSTALLATION OR FABRICATION. FLOOR SINK 2" 2" I-I/2" <br /> BAGKFLOW PREVENTER AS FR07EGTION OF WATER CONNECTION TO GARBONATOR PER ° <br /> 6. PROVIDE REDUCED PRESSURE PRINCIPLE z <br /> 3. <br /> G.P.G. SECTION 603.12. <br /> C. ALL HOSE 05.IBB SHALL HAVE BAGKE=LOW PREVENTER. PROVIDE BACKFLOW PREVENTER AT MOP SINK, DISHWASHER, AGID-TYPE <br /> JU I GE/SODA MACHINES w/GO <br /> PPER TUBING. TABLE 610.5 TA5LE -702J <br /> 18. ALL WATER PIFINC 15 IN ATTIC SPACE U.N.O. FOR UNDEROROUND PIPING• FIXTURE UNIT COUNT TOTAL UNIT COUNT TOTAL 55 AA5TE, 5ANITAR7' SEWER <br /> 11. ALL STEAM TABLES, I GE MACHINES, $ BINS, FOOD PREPARATION BINS, UTENSIL WASH I NO SINKS, D I SPLAY GASES, 4 OTHER S 1 M 1 LAR <br /> EQUIPMENT THAT D I SGHARCES L I CU I D WASTE SHALL BE DRAINED BY MEANS OF 1 ND I RECT WASTE P I PES 4 ALL WASTE DRAINED BY 51 NK5 1 2 2 2 5 E5 EX15T1 NO 5EAER <br /> THEM SHALL D I SGHARCE THROUGH A 2" AIR GAP INTO AN OPEN FLOOR SINK THAT 15 PROPERLY GONNEGTEID TO THE DRA I NAGE 002 LINE, 50DA L_INE5 <br /> SYSTEM. LAVATORY 2 2 2 2 G02 TO 8E GOORDINA= WITH p <br /> BEVERAGE PROV 1pER <br /> 0. FLOOR SINKS ARE TO BE FLUSH TO THE FLOOR FINISH AND EASILY �4GGE551 BLE FOR I NSPEGT I ON AND GLEANING. <br /> 2 <br /> 21. VENT THRU ROOF TO BE PLUMBED TOGETHER TO MINIMIZE ROOF PENETRATIONS, WHENEVER POSSIBLE. WATER GLoSET 2-5 2 5 4 2 8 0 X00 oREASE 0L_EAN ouT <br /> PER GG�3G 2016 Sect. 5.303.3.1 <br /> ly- <br /> 22. EFFECTIVE FLUSH VOLUME OF WATER CLOSETS SHALL NOT EXCEED 1.28 OFF. MOP BASIN 5.0 1 5 3 1=.�. i-LooR DRAIN x �- O <br /> 23. A LA\/ARTORY faucets SHALL HAVE A MAXIMUM FLOW RATE OF 0.5 GPM ® 60 PSI. PER GGBG 2016 Sect. 5.305.3.4 <br /> CONNECTED I NGLUD I NG W.I .G. BAR 0 r <br /> INSTALLED , -COMP 51 NK 5.O I 3 I , <br /> 22. ALL FLOOR DRAINS SHALL HAVE A TRAP PRIMER E.s. ELooR 51 NK NEA o lIn <br /> FLOOR 51 NK 4 12 <br /> o T.F. TRAP PRIMER K <br /> w 0 'Lj <br /> G <br /> TOTAL: TOTAL: 51 <br /> . �� �a. W JHS SII- ;Ie�J'G1e C���L C-� P L ' , , I N G� L E QjE N�� <br /> P L <br /> 331e N11 G N� .r0�'I'E� �� <br /> G SCALE: N/A Z F===? <br /> 8 SCALE: N/A SCALE: N/A <br /> -� <br /> U <br /> U <br /> U <br /> IL �- <br /> I <br /> u <br /> Lu J, O O <br /> r� `5 <br /> TO MAIN 5EWEF2 l -W <br /> r <br /> LINE <br /> 0 <br /> l <br /> 11..1 <br /> W <br /> L <br /> Q <br /> r <br /> -- ---_......_._.._ - is <br /> —�� ---- <br /> PROPOSED "SGHIER" ` <br /> GREASE INTERCEPTOR <br /> 0 <br /> M017EL #05-250. / .. <br /> a <br /> vTR ' <br /> ° J . M. PEREZ <br /> " c�c�s o °n and o d oornlsgumfin o <br /> 0 0 <br /> � <br /> w <br /> �'� e � <br /> CLEANOUT �I�CaJnl�Ollp � D��o ��clJ <br /> ET ku <br /> aduDo ���c ��c��@g1au0nc�ow�i <br /> Q <br /> z <br /> 0 Job No.: Date: <br /> } <br /> ' (N)I-v21�5.5. � Job No.: Checked E39: <br /> Sl <br /> _ <br /> KEN/ 1510N5 <br /> I VTR — <br /> 1 2448 2448 ° <br /> No.: Descriptions: Date: Ghcck'd <br /> N <br /> -VTR C <br /> I <br /> VTR - <br /> Ld <br /> 2448= 2448 THE MINIMUM (1/&") 4 THE MAXIMUM (1/4) BED SLOPE 15 REQU I RED FOR SEWER <br /> _ F1 PE SYSTEM <br /> oil <br /> (N) 3" 5.5. / <br /> Q <br /> 4°m <br /> CLEANOUT 2448- — 2448 _ <br /> �%% <br /> - LI <br /> CI' <br /> i � N <br /> 2448 2448 <br /> --_..___---- VTR <br /> heet: <br /> N <br /> WA -s FLAN <br /> If ° <br /> �` SCALE: 1/4" = I '-O" <br />
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