The URL can be used to link to this page

DIR-2021-003 - Approval Set Co�nun�it Develo nrr�ent De S�m+OPE F WORK SAN JOSE WATER COMPANY CUPER INO APPROVED MANNSTATION IMPROVEMENTSI. P R RF , REPRIME AND RECOAT INTERIOR OF WELDED STEEL TANK PER SJWC STANDARD PAINTING & Cas # i_ nTION-S (SErrinN 12). CONTRACTOR SHALL USE A ZINC RICH PRIMER COAT. 2. Pf E"MAT"r" CE, R E P R I M E AND RECOAT EXTERIOR OF WELDED STEEL TANK PER SJWC STANDARD PAINTING & App oval Body: j5��jg-t j§Jr ICATIONS (SECTION 12). INSTALL: CO 512547 3A. FO� ShAND INSTALL ALL WELDED BRACKETS, PULLEYS, ANCHORS PER PLAN FOR FUTURE INSTALLATION OF App ova I Date RV I Cl l n WALLACE K m 01) 1 - STEEL TANK EXTERIOR COATING Sign tore �RJef b(A( i �Vmpp(�TIN(-, (4) ROGE VENTS, WELD 1/4" THICK WELDED STEEL PLATES OVER RETIRED VENT HOLES (3 TOTAL). v ::D FURNF��W091NSTALL 48" DIAMETER CENTER ROOF VENT PER PLAN. " HWY 85 m p 02) I - STEEL TANK INTERIOR COATING 3C. REMOVE EXISTING ROOF HATCH, FURNISH AND INSTALL ROOF ACCESS HATCH, WITH LID, HOLD-OPEN ARM, SAFETY m POCp�E� _ I HWY 280 03) I - STEEL TANK FITTINGS AND APPURTENANCES GRATE AND LIFT ASSIST MECHANISM(S). FURNISH AND INSTALL TWO (2) WELDED ANCHOR POINTS ON TANK ROOF 04) I - 12" EBAA FORCE-BALANCED FLEXTEND (INCLUDING INLET PIPING) 3D. REMOVE EXISTING HATCH LADDER, FURNISH AND INSTALL FRP LADDER WITH SUPPORTS AND ALUMINUM GRAB BARS. 05) I - 14" EBAA FORCE-BALANCED FLEXTEND (INCLUDING OUTLET PIPING) 3E. FURNISH AND INSTALL 173- L.F. OF GUARDRAILS AROUND ROOF PERIMETER PER PLAN CAROL I NE 06) 1 - 4" PUMPER CONNECTION 3F. FURNISH AND INSTALL FLUSH CLEANOUT WITH 3" NOZZLE AND 3" GATE VALVE PER PLAN 07) 95' - 3/4" COPPER SENSING LINES 3G. FURNISH AND INSTALL STAIRWAY, STAIRWAY PLATFORM, 5'x4' CONCRETE LANDING PAD, AND 35 L.F. OF STAIRWAY 08) 150' - 1/2" COPPER SENSING LINES ENCLOSURE FENCING PER PLAN. STAIRWAY TO BE DESIGNED BY TANK SUBCONTRACTOR. 09) I - STORM DRAINAGE D 10) 307' - SITE FENCING 3H. CUT AND REMOVE EX 12" OVERFLOW ASSEMBLY PER PLAN, AND WELD 1/4" STEEL PLATE OVER EX OVERFLOW PIPING D a m AT TANK FLOOR. WELD 1/4" STEEL PLATE OVER EX. 10" TANK DRAIN AT BOTTOM OF FLOOR, AND WELD 1/4" STEEL II) I - PUMP HOUSE ROOFING (WITH 2 ROOF VENTS) PLATE OVER EXISTING 14" OUTLET. HWY 280 r r 12) 1 - 75 HP US MOTORS MOTOR 31. FURNISH AND INSTALL ONE 14" NOZZLE (OUTLET), 13) 1 - FLOWSERVE 12EHL 5-STAGE VERTICAL TURBINE PUMP ONE 12" WELDED FLANGE (INLET) AND ONE 4" TANK NOZZLE WITH 4" n P U�� 14) 1 - WATER LEVEL TRANSDUCER BUTTERFLY VALVE, HOSE CAP AND NECESSARY FITTINGS. _ 3J. FURNISH AND INSTALL 12" STEEL OVERFLOW ASSEMBLY WITH SUPPORTS AND ANTI-CLIMB DEVICE PER PLAN. n 15) 1 - TURBIDITY METER HEAD AND CONTROLLER z 16) 1 - MOTOR CONTROL CENTER W/ PRESSURE CABINET AND SWITCHBOARD 4. CUT AND REMOVE 45- L.F. OF EXISTING 12" AND 8" ABOVE GRADE INLET PIPING, FITTINGS, CONCRETE PIPE SUPPORTS 0z AND APPURTENANCES. FURNISH AND INSTALL 12" FORCE BALANCED FLEXTEND EBAA MODEL 4412F20B AND 12" DICL 17) 1 - 500 KW GENERATOR ME�E�� 18) 1 - ELECTRICAL CONDUITS AND WIRES INLET PIPING, VALVES, PIPE SUPPORTS, APPURTENANCES PER PLAN. PAINT ABOVE GRADE PIPING PER SJWC PAINTING SPECIFICATIONS (DO NOT PAINT FLEXTEND). m SITE LOCATION C/, 5. CUT AND REMOVE 3 L.F. OF EXISTING 14" OUTLET PIPING AND FITTINGS. FURNISH AND INSTALL 14" DUCTILE IRON 2010 THOMAS GUIDE PIPING, VALVES, FITTINGS, PIPE SUPPORTS AND 14" FORCE BALANCE FLEXTEND EBAA MODEL 4414F20B PER PLAN. E RECONNECT HYPOCHLORITE DOSING LINE WITH NEW 3/4" CORP STOP. PAINT ABOVE GRADE PIPING PER SJWC 832 B7 m RETIRE: CO- PAINTING SPECIFICATIONS (DO NOT PAINT FLEXTEND). MILLARD 1. 1 - TANK OVERFLOW 6. FURNISH AND INSTALL ABOVE GRADE PUMPER CONNECTION WITH 12 L.F. OF 4" DICL PIPING WITH 4" GATE VALVE PER Sro 2. I - TANK DRAIN PLAN. � ES 7. FURNISH AND INSTALL 95' OF 3/4" COPPER PIPING AND FITTINGS WITH 3/4" CORP STOP WITH VALVE BOX FOR 3 3. 1 - TANK EXTERIOR COATING 4. 1 - TANK INTERIOR COATING SYSTEM PRESSURE SENSING LINE. 5. 1 - EXISTING VISUAL TANK LEVEL 8. FURNISH AND INSTALL 150 L.F. OF 1/2" COPPER PIPING, FITTINGS AND PIPE ANCHORS FOR FIVE (5) HIGH PRESSURE F eEN O�ti MILFORD 6. I - 8" PIPING (BOOSTER DISCHARGE) CUT-OFF LINES WITHIN PUMP HOUSE. FL pR �Pq FTTJ ��' 9. FURNISH AND INSTALL STORM DRAIN PIPING - TWO (2) 2'x3'x4' DEEP PRECAST CONCRETE CATCH BASINS, 7' OF 12" ENE , n HDPE PIPE AND 16' OF 14" HDPE PIPE co 10. REMOVE 307 L.F. OF EXISTING PERIMETER FENCING, FURNISH AND INSTALL 86' L.F. OF CHAIN LINK FENCING PER p�� FIT _ PLAN, INCLUDING SINGLE SWING GATE. FURNISH AND INSTALL 221 L.F. OF WOODEN FENCING PER PLAN. Q 0 FIT 11. REMOVE EXISTING PUMP HOUSE ROOF WOODEN SHINGLES AND PUMP HOUSE ROOF VENTS. FURNISH AND INSTALL t4,�� a O�O� �qti CLASS A 50-YEAR ASPHALT COMPOSITION SHINGLE OVER ENTIRE PUMP HOUSE, AND TWO (2) GREENHECK ROOF �� Q .�, G DEXTER VENTS PER PLAN. INCLUDE COST FOR PROPER DISPOSAL FOR ASBESTOS CONTAINING MATERIALS, PER HAZARDS =`� �r� > z Ln COMMUNICATION SUMMARY BY ERRG, INC. ��" 0 12. FURNISH AND INSTALL NEW 75HP US MOTORS MOTOR. 13. FURNISH AND INSTALL FLOWSERVE MODEL 12EHL 5-STAGE VERTICAL TURBINE PUMP WITH 8"-150# INLET AND 8"-150# CREEKS I DE DISCHARGE FABRICATED STEEL HEAD. INSTALL B/W 6012, WITH 2" PROBE HOLDERS AND 1500 SERIES RELAY FOR aF,P RUMFORD LWCO. EPDXY COAT COMPONENTS PER GENERAL PROVISIONS OF THE SPECIFICATIONS. of O� 14. REMOVE EXISTING WATER LEVEL TRANSMITTER. FURNISH AND INSTALL NEW ROSEMOUNT 2088 WATER LEVEL 0 TRANSDUCER, TANK MOUNTED CABINET, I" TANK PENETRATION, HALF-COUPLING AND CORP STOP, AND 3/4" COPPER PIPING AS NEEDED. CORTE MADERA c-oHWY 85 15. REMOVE EXISTING TURBIDITY METER, FURNISH AND INSTALL NEW HACH SOLITAX T-LINE SC IMMERSION TURBIDITY METER HEAD, WITH SC200 CONTROLLER PER ELECTRICAL PLANS. 16A. REMOVE AND DISPOSE OF EXISTING MCC. FURNISH AND INSTALL NEW MCC WITH GROUNDING ROD, WALL MOUNTED PRESSURE CABINET WITH PRESSURE TRANSMITTERS AND CUT-OFFS, AND 13'x2.5' CONCRETE PAD. PLC TO BE PROVIDED BY SJWC. REMOVE AND DISPOSE OF EXISTING SWITCHBOARD. WOODBURY v F I TZGERALD z 16B. FURNISH AND INSTALL NEW SWITCHBOARD AND 1.42'x2.67' CONCRETE PAD EXTENSION PER PLAN. z 17. REMOVE AND DISPOSE OF EXISTING 15OkW and 350kW GENERATORS (ONE PORTABLE, ONE STATIONARY). FURNISH UNIVERSITY AND INSTALL NEW 500kW GENERATOR WITH CONCRETE PAD, ISOLATION ANCHORS AND EXHAUST CONNECTION PER ELECTRICAL PLAN. 18. FURNISH AND INSTALL ALL ELECTRICAL CONDUITS, WIRES, TANK LIGHT AND STANCHION, BUILDING LIGHTS, TANK q/r�0 MONTE CT. ? q�k�, G��N INTERIOR MECHANICAL LEVEL FLOAT SWITCH, AND ELECTRICAL COMPONENTS NOT LISTED IN BID ITEMS 12 THROUGH << Z�� m 000 17. TRENCH AND BACKFILL TO GRADE. SJWC SHALL MAKE THE FINAL ELECTRICAL CONNECTIONS TO THE SYSTEM. D v SITE LOCATION RETIREMENT SCOPE OF WORK NOT TO SCALE I. CUT AND REMOVE 15 L.F. OF EXISTING 12" OVERFLOW PIPING (BELOW GRADE) OUTSIDE OF TANK SHEET LIST THE(SJWC) CONTRACTOR SHALL: 1. TITLE FOUNDATION PER PLAN. INSTALL 12" PCC PLUG ON OPEN END AND SLURRY FILL 10, OF EXISTING BUILDING INFORMATION SPECIAL INSPECTIONS LIST DEFERRED SUBMITTAL LIST 2. EXISTING SHEET 2. PLAN INSTALL ALL PIPE AND APPURTENANCES IN ACCORDANCE 12" OVERFLOW PIPE 3. DEMOLITION AND SHUTDOWN PLAN WITH CURRENT SJWC STANDARDS AND SPECIFICATIONS. 188,000 GAL WATER STORAGE TANK: I. STEEL REINFORCEMENT PLACEMENT I. STAIR TREADS AND STAIR WALKWAY SURFACE FOLLOW METHODS AND PROCEDURES OF SHUTDOWN AS 2. CUT AND REMOVE 2 L.F. OF EXISTING 10" TANK DRAIN PIPING (BELOW GRADE) OUTSIDE OF TANK 2. CONCRETE SAMPLING 2. STAIR FRAMING AND STAIR LANDING FRAMING 4. DEMOLITION SECTIONS AND DETAILS FOUNDATION, AND REMOVE EXISTING 10" GATE VALVE PER PLAN. INSTALL TWO (2) 10" PCC PLUGS 5. PROPOSED IMPROVEMENTS PLAN DIRECTED BY THE SJWC CONSTRUCTION DEPT. OCCUPANCY CLASSIFICATION - U 3. WELDING 6. SECTIONS AND DETAILS NOTIFY CONSUMERS OF SHUTDOWN. ON OPEN ENDS OF DRAIN PIPING AND SLURRY FILL 1O' OF EXISTING 10" DRAIN PIPE. CONSTRUCTION TYPE - II-B 4. EPDXY ANCHORS INTO EXISTING CONCRETE 7. SECTIONS AND DETAILS NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 3. REMOVE AND PROPERLY DISPOSE OF EXISTING TANK INTERIOR PRIMER AND COATING OF ALL USE - POTABLE WATER STORAGE TANK 5. GEOTECHNICAL TRENCH INSPECTIONS AND COMPACTION NOTE: DEFERRED SUBMITTALS ARE REQUIRED TO BE 8. SECTIONS AND DETAILS 1-800-227-2600, 48 HOURS PRIOR TO EXCAVATION. SURFACES AND EXPOSED PARTS SUCH AS TANK NOZZLES, ROOF VENT, MANWAYS, ROOF HATCH NON-SPRINKLERED SUBMITTED TO THE ENGINEER OF RECORD FOR 9. SECTIONS AND DETAILS ESTABLISH PIPE GRADES USING TOP OF ASPHALT OR AND NEER APPROVED NGS SECTIONS AND 4. REMOVE SAND EPROPERLY CONNECTIONS.DSPOSE OF EXISTING TANK EXTERIOR PRIMER AND COATING OF ALL SINGLE STORY APPLICABLE CODES SUBMITTED TOE THE GIBUILDING DEPARTMENT WIFOR REVIEW EN 10� CATHODIC PROTECTIONSPLAN VIERTICAL NISHED GRADE. WHEN CROSSING UTILITIES SHALL BE A SURFACES AND EXPOSED PARTS. PROVIDE ADEQUATE MEASURES TO PREVENT ANY BLASTING PUMP HOUSE: I. 2019 CALIFORNIA BUILDING CODE 12. BEST MANAGEMENT PRACTICES MINIMUM OF 12", UNLESS OTHERWISE NOTED ON PLANS. 13. SITE POWER PLAN DEBRIS OR PAINT PARTICLES FROM SPREADING OUT IN THE AIR. CONTRACTOR SHALL TAKE ALL 2. 2019 CALIFORNIA PLUMBING CODE � CENTER A FULL LENGTH OF PIPE WHEN UNDERCROSSING NECESSARY PRECAUTION FOR HANDLING AND DISPOSAL OF THE EXISTING PAINT. OCCUPANCY CLASSIFICATION - F-I 2 14. LIGHTING PLAN AND CONDUIT SCHEDULE 3. 2019 CALIFORNIA MECHANICAL CODE SANITARY SEWERS OR LATERALS. THE VERTICAL CLEARANCE CONSTRUCTION TYPE - III-B 15. MCC ELEVATION 5. REMOVE EXISTING VISUAL TANK LEVEL AND CAP ROOF PENETRATION. 4. 2019 CALIFORNIA ELECTRICAL CODE 16. SINGLE LINE DIAGRAM SHALL BE A MINIMUM OF 12", UNLESS OTHERWISE NOTED ON USE - WATER PUMPING FACILITY 5. 2019 CALIFORNIA FIRE CODE PLANS. 6. POTHOLE, CUT AND REMOVE 8" PIPING AND ABOVE GRADE PIPING ON BOOSTER DISCHARGE LINE 17. PANEL SCHEDULE NON-SPRINKLERED 6. 2019 CALIFORNIA ENERGY CODE � USE CALTRANS CLASS II AB ROCK OR CALTRANS CLASS III AB PER DEMOLITION PLAN ON SHEET 3. INSTALL 8" WELDING FLANGE, 8" BLIND FLANGE, AND 8" PCC SINGLE STORY I8. BOOSTER PUMP CONTROL SCHEMATIC 7. 2019 CALIFORNIA GREEN BUILDING CODE 19. FLOWMETER SCHEMATIC ROCK FOR IMPORT BACKFILL MATERIAL, EXCEPT WHERE A PLUG ON BELOW GRADE PIPING TO REMAIN. 8. CUPERTINO MUNICIPAL CODE 20. PRESSURE CABINET DETAILS CONTROLLED DENSITY FILL (CDF) IS NECESSARY BY PERMIT 21. SAMSARA SCHEMATIC CONDITION OR WHERE TRADITIONAL COMPACTION METHODS 22. ELECTRICAL DETAILS ARE NOT ACCEPTABLE. 23. ELECTRICAL DETAILS INSTALL VALVE STEM RISER AND GATE BOXES PER SJW GENERAL NOTES 24. GENERATOR SITE PLAN STD. DWG. MAIN-VB. 1. REFER TO ELECTRICAL DRAWINGS (SHEETS 13-25) FOR INSTALLATION OF ALL ELECTRICAL CONDUITS, WIRES, JUNCTION 25. GENERATOR DETAILS USE STD. DWG. MAIN-RPM FOR RESTRAINED MARKER TAPE BOXES, LIGHTS, SWITCHES AND CONNECTIONS AS REQUIRED. AND STD. DWG. MAIN-TW FOR COPPER TRACER WIRE 2. THE PUMP STATION WILL REMAIN OPERATIONAL DURING CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE AND INSTALLATION. AC PIPE REMOVAL NOTE: MANAGE HIS WORK IN A MANNER THAT WILL NOT INTERFERE WITH THE DAY-TO-DAY FUNCTION OF THE STATION CONTRACTOR USE STD. DWG. MAIN-AVpavt FOR AIR VALVE INSTALLATION. OPERATIONS. THE CONTRACTOR SHALL COORDINATE WITH SJWC'S OPERATIONS DEPARTMENT TO VERIFY THAT HIS CONTRACTOR SHALL COMPLY WITH THE SANITARY SEWER AND CONTRACTOR SHALL CUT, REMOVE, OFF HAUL AND DISPOSE OF ALL A.C. OR HER WORK WILL NOT AFFECT THE DAY-TO-DAY OPERATIONS, PROPERTY NOTES FOREMAN STORM DRAIN DISCHARGE REQUIREMENTS COMPLIANCE POLICY 3. THE CONTRACTOR SHALL PERFORM WORK IN A MANNER WHICH RESULTS IN MINIMUM INCONVENIENCE TO TRAFFIC, DATE TO CONTRACTOR DOCUMENTS WO-5030, WO-5040, WO-5110, WO-5140A & PIPE (AS NEEDED) PER SJWC RETIRING ASBESTOS CEMENT PIPE ADDRESS: 10450 MADERA DRIVE WO-5140B. PEDESTRIANS, AND THE SURROUNDING RESIDENTS. PROPOSED START DATE COMPLIANCE POLICY WO-6110. 4. PROJECT SITE MAY HAVE NARROW OR LIMITED WORK SPACE AND ROAD ACCESS. IT IS THE CONTRACTOR'S APN: 326-45-015 RESPONSIBILITY TO PROPERLY PLAN AND CARRY OUT THE PROJECT WORK. PROPERTY OWNER: CITY OF CUPERTINO ACTUAL START DATE BUDGET R-5713 5. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES THAT ARE TO REMAIN IN PLACE. COMPLETION DATE SITE AREA: 0.24 ACRES. 6. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL CONDUCT A FIELD INVESTIGATION AS REQUIRED TO VERIFY FACILITY OPERATOR: SAN JOSE WATER COMPANY AS BUILT CHECK: CONST. rjjj SAN JOSE WATER THE LOCATION, SIZE AND ELEVATIONS OF ALL EXISTING SUBSURFACE IMPROVEMENTS AND UTILITIES (WHETHER UTILITY LOCATION AND POTHOLE NOTE: SHOWN ON THESE PLANS OR NOT) AND NOTIFY SAN JOSE WATER COMPANY IMMEDIATELY UPON DISCOVERY OF ANY ENGINEERING DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD AND INFORMATION SHOWN ON THESE PLANS. MANN STATION IMPROVEMENTS 7. CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING PAVING SURROUNDING LANDSCAPE AND OTHER NO WARRANTY IS MADE REGARDING THE LOCATION OF THE EXISTING QROFESS/pN AS-BUILT STAMP ONLY IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING CURBS GUTTERS GRADING ETC. AND TO AVOID ANY ABRUPT �a �OHN y 9l TITLE SHEET UTILITIES SHOWN ON THESE PLANS. THE CONTRACTOR SHALL USA �, F�, F OR APPARENT CHANGES IN GRADES OR CROSS SLOPES LOW SPOTS OR HAZARDOUS CONDITIONS. l``' aP 2 - AND HIRE A PROFESSIONAL LICENSED THIRD PARTY UTILITY LOCATOR ? `�� Z TO IDENTIFY AND CONFIRM LOCATION OF ALL EXISTING SUBSURFACE 8. CONTRACTOR SHALL COMPLY WITH STORM DRAIN DISCHARGE REQUIREMENTS PUT FORTH BY THE NATIONAL Q No.84762 m REF.NOS. INFRASTRUCTURE PRIOR TO ALIGNMENT LAYOUT AND SAW CUTTING POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). CONTRACTOR SHALL IMPLEMENT THE CITY OF CUPERTINO'S Exp. 3i31i22 DIRECTOR,ENVIRONMENTAL HEALTH & SAFETY/DATE EXISTING PAVEMENT OR PERFORMING EXCAVATION. THE CONTRACTOR BEST MANAGEMENT PRACTICES (BMP) PER SHEET 12 OF THIS PLAN SET. * � BY SM: 202 9. ALL UNSUITABLE MATERIAL, INCLUDING ANY DELETERIOUS VEGETATION, RUBBLE, ASPHALT, CONCRETE, ETC., SHALL BE ciVIL sTgTF0 CA11-W \P RJY SHALL POTHOLE THE WIDTH OF THE TRENCH AND ONE FOOT BELOW COMPLETELY REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL LOCATION AT THE CONTRACTOR'S EXPENSE DIRECTOR,OPERATIONS & TREATMENT/DATE THE ANTICIPATED PIPELINE DEPTH TO CONFIRM HORIZONTAL AND CHECK / DATE AND SHALL NOT BE UTILIZED FOR ANY BACKFILL OR STRUCTURAL MATERIAL. EST.NO. VERTICAL ALIGNMENT OF THE PROPOSED PIPELINES. CONTRACTOR SHALL NOTIFY SJWC CONSTRUCTION SUPERVISOR OF ANY CONFLICTS 10. THE CONTRACTOR SHALL COMPLY WITH OSHA AND DEPARTMENT OF INDUSTRIAL RELATIONS WHEN WORKING IN ASSISTANT CHIEF ENGINEER,PLANNING/DATE CONFINED SPACE ENTRY. CHECK / DATE FOR RESOLUTION WITH SJWC ENGINEERING DEPARTMENT. 11. ALL PIPING, FITTINGS, PAINT, COATINGS, AND APPURTENANCES IN CONTACT WITH POTABLE WATER SHALL BE NSF-61 I RJY 4/30/21 CITY COMMENTS CO 512547 CERTIFIED. 2 RJY 7/1/21 CITY COMMENTS (RD 2) DIRECTOR OF ENGINEERING,SPECIAL FACILITIES/DATE SCALE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER/DATE SHEET 1 OF 25 om�munl eve opmen epa men Planni g Division—Cupertino 'CUPER Ino APPROVED 17 " STEEL PIPE TRANSMISSION MAIN FROM EXISTING TELECOM (AT&T) LINE X� �— Cas # 6R-2021-0030 SERVES SCVWD EQUIPMENT, TO —� u�—!�uT c 8 GATE FLOWERINGFRANCO EAR ION AND SSTATION REMAIN IN PLACE r VALVE A plication Number(s) 012" I`I _ �X�X � EX 8" WS App ova I Body: Director/ Staff 016" — — — Ex 8" 08/17/21 2'x30' A•E_ _ — — — — — �X�X�X T 1 ' VR App ova I Date _�, —X- X�X T Y—STRAINER Sign ture Jeffre Tsumura _ _ _ — T _ �T WITH 1 DRAIN Case Manager T T x EX 8" Y-PRESSURE EX 6" GATE E EXISTING PIPING CONDITIONS �E REGULATOR VALVE (DRAIN) EXISTING ARE UNCONFIRMED, E _E EX 8" GATE VALVE-� WOODEN CONTRACTOR SHALL POTHOLE �G'1 �f °O° bi FENCE TO CONFIRM PIPE IS CONNECTED cb �J� �f E-E� EX 17 "x12" REDUCER - AS SHOWN, AND FOLLOW o E/ �� DEMOLITION PLAN ON SHEET 4 �� EX 12" CHECK VALVE J x L w—� xw EXISTING 14" .� EX 8 STEEL PIPE EX 12" GATE VALVE ww EXISTING PG&E FLOWMETER O O TRANSFORMER AND VAULT x �4„ o EX 14" WS ' / ��j �F o 010" O / ��\� EXISTING CONCRETE / p N PLACE WELL ANDONED E E E J 5.0' CVR a 0o8" N EXISTING DRY WELL WITH ei8 I o EXISTING 3.5' WIDE DRAIN LINE TO ABANDONED TRENCH WITH WELL COLUMN WALKING GRATE EXISTING ROOF VENT Oi I (SIZE UNKNOWN) m o W EXISTING 0l0" PORTABLE 1131 GENERATOR 0 >/ I.L m Q oOa EXI A TANK m12° 010" aJl2" WELDED STEEL I 188,000 GALLONS, 60 DIAMETER YEAR CONSTRUCTED: HEIGHTED 5980, EXISTING EX 14" WS _ (SIZE ENT UNKNOWN) W TANK OUTLET EXISTING HYPOCHLORITE Q DOSING POINT EXISTING 14" E �f - Q OPERATIONAL O° ' EXISTING CENTER ROOF ZONE VALVE F VENT (SIZE UNKNOWN) EXISTING INTERIOR AND TYPE AND THIC NOESSNUNKNOWN EXISTING PUMP HOUSE STRUCTURE EXISTING ABOVE GRADE (48.5' X 26.67') I 14" BUTTERFLY VALVE FOR TANK SHUTDOWN TR�\TF�OpFq� J :(D. (TO REMAIN) 1 O f / C? w o \ 6F RF 910/(oiy 08" �_j B4 m z� f\ EXISTING ww> no F\ IRRIGATION �m \ o= F Q ZO \ z =O° 2:4 f\ EXISTING TANK ROOF f\HATCH (SIZE UNKNOWN) 65 f\ f\ f - EXISTING ROOF VENT F� s12" I .-�(SIZE UNKNOWN) s12" I 01 , I I I I EXISTING I I I I f EXISTING STRUCTURE GENERATOR ENTRANCE FOR I I I I p 1 f LARGE EQUIPMENT I I I I �S/G EXISTING VISUAL I I T0CLjy9\ ��TANK LEVEL I Sid \, 0 x � c o oly�C��T wwHY�XISTING OCHLORITE f\ m SHED f Uj EXISTING w < \f FLOWMETER N > EX GEN \ EXISTING WATER VAULT 1 Qo VENT EXISTING f\ QUALITY SAMPLE TAP �R> i EXISTING 4.5'x5.5 F Z z 6.5'x6.5 EX 10" Q �1 _x 8" W TO MANN VAULT Fo $, —' REGULATED ZONE N VAULT _ E E E E DRAIN > X O X EX 8%4" 4" DICL II o VALVE o\ NLlv E w x TEE, DI FLG E8-402) O I1_=11„ �i F x>- EXISTING 4" 8" DICL EX 8 W" wwr- _ REGULATOR (Eg-402) FLOWMETER F o� F 8" DICL _ EXISTING FLOWMETER AND O E8-402 00 GATE VALVE EX 8" WS (3.4' CVR) 4.4't CVR Uo o� w�1.0 (SCVWD TURNOUT VAULT) (SCVWD) FROM SCVWD f ^ x EXISTING 10" �v00 O f— TURNOUT REGULATOR EXISTING STATION F ACCESS GATE 'n Tl EX 14" WS (4.0' CVR) O� \F SCVWD D O w � EXISTING,��1 F x EX 15" SD \f ELECTRICA CABINET 0 12„ EX 15" SD EX 15" SD (3.5' CVR) AND SHELTER (4.7' CVR) I I I I (4.4' CVR) f \F — E E E T X E E E E E E E E E EX TELECOM E E E E E E E E E E E E E E E E E E E E E E E E E E E EX ELECTRICAL E E o4„ x (1.6' CVR) 0 X X X X X X X X X X X X X X O o48" J_ EXISTING CONDITIONS PLAN SCALE: 1 "=5r DEMOLITION AND RETIREMENT NOTES 0 5 to BUDGET R-5713 1° WHERE NECESSARY, BACKFILL OF EXISTING VAULTS SHALL BE NATIVE MATERIAL OR CLEAN IMPORTED FILL, COMPACT f jj SAN JOSE WATER TO 90% RELATIVE COMPACTION PRIOR TO INSTALLING PAVEMENT SECTION, SCALE. I" - 5' 2, THE CONTRACTOR SHALL REFER TO THE FACILITY-WIDE SOIL MANAGEMENT PLAN, AND THE MANN STATION SOILS MANN STATION IMPROVEMENTS HAZARDS COMMUNICATION SUMMARY, PREPARED BY ERRG, FOR INSTRUCTIONS ON HANDLING ANY CONTAMINATED SOIL AT THIS SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROTECTION FOR THEIR WORKERS. Dig ally signed by Yelinek,Ryan /�DN: AS STAMP ONLY EXISTING CONDITIONS PLAN '�f�/ �' E=ryan.yal lnek@sjwater.com, / OU Ba Bascom, Ryan",.ter, rs. OU=Bascom,DC=sjwater, DC=com 3, FOR EXISTING HAZARDOUS MATERIALS AT THIS STATION, CONTRACTOR SHALL REFER TO MATERIAL HAZARDS Dale:2021.04.3018:21:08-07'00' COMMUNICATION SUMMARY, PREPARED BY ERRG INC. DURING THE DEMOLITION, THE CONTRACTOR SHALL COMPLY WITH REF.NOS. ALL APPLICABLE STATE AND FEDERAL SAFETY, DISPOSAL, AND AIR POLLUTION STANDARDS, THE CONTRACTOR SHALL QRpFESS/0N HAUL ALL DEBRIS GENERATED TO A LEGAL DUMPSITE FOR DISPOSAL. �� OHN � 1�� BY DIRECTOR OF EH&5 / DATE SM: 202 RJY w N0.84762 m DIRECTOR OF OPERATIONS / DATE A CHECK / DATE Exp. 3L11122 � EST.NO. �1 CIVIL Q, DIRECTOR OF PLANNING / DATE CHECK / DATE 9TF0FCM-W CO 512547 DIRECTOR OF ENGINEERING / DATE SCALE NO. BY DATE REVISION CK DATE AS SHOWN ASSISTANT CHIEF ENGINEER / DATE SHEET 2 OF 25 P unl y eve opmen epa men EXISTING TELECOM (AT&T) LINE NT, TO lanning Division—Cupertino SERVES SCVWREMAIN PIN PLACE CUPER INo APPROVED EXISTING SIDE LOT FENCING TO - HU WN- Cas # IR-2021-003 O BE REMOVED AND REPLACED x�X�_ EX 17 " STEEL PIPE 175,E"TRANSMISSION MAIN, Application—202 1-00) 0I2. (TYP. BOTH SIDES) —u�— ��— FLOWERING IF ANCORCOURTION �� TO BE REMOVED TO BE RETIRED IN PLACE STATION. SEE SHUTDOWN X�X NOTES AND VICINITY MAP App-ovaI Body: Director/ Staff o16" — — �X�X� EX 8" WS (DRAIN) ON THIS SHEET. — � X EX 6" VALVE DRAIN TO REMAIN — — x� A E_ X—X� T 1,9' CVR CUT PIPE 2' BELOW GRADE, 08/17/21 App-ovaI Date _ — — X�X� INSTALL 8" PCC PLUG AND LIMITS OF PIPE REMOVAL. CUT PIPE AND T PULLED AT MCC BY ELECTRICAL RETIRE REMAINING BELOW INSTALL 16" WELDING FLANGE WITH Sig tU a Jeffre Tsumura _ _ T ELECTRICAL CABLE BE GRADE PIPE IN PLACE. INSULATION KIT. COAT NEW FLANGE WITH Case Manager T X CONTRACTOR. CONDUIT TO BE MASTIC COATING. FIELD VERIFY PIPE - E RETIRED IN PLACE. CONTRACTOR SHALL POTHOLE DIMENSIONS. SEE IMPROVEMENT LANS EXISTING PORTION OF TO CONFIRM PIPE IS E E --E FRONTAGE FENCING TO BE CONNECTED AS SHOWN, AND ABOVE GRADE PIPING TO BE REMOVED TO A `�E REMOVED AND REPLACED CUT AND REMOVE AS DEPTH OF AT LEAST 2' BELOW GRADE. REQUIRED. �� INSTALL BLIND FLANGE OR PCC PLUG AS E INSTALL 8" WELDING FLANGE +`b NEEDED TO SEAL PIPE, AND RETIRE IN PLACE. /E E--------E� WITH INSULATION KIT ON EX 8" ABOVE GRADE PIPING AND X WS PIPE, COAT NEW FLANGE AND / FITTINGS TO BE REMOVED, SEE EXPOSED STEEL WITH MASTIC /` IMPROVEMENT PLANS FOR O COATING. INSTALL 8" BLIND REPLACEMENT PIPING 0 FLANGE ON END. CUT AND RE OVE SECTION OF 8" ° 010" 04" WS PIPE AND INSTALL 8" PCC / 0 PLUG ON OP N END. RETIRE O EX 14" WS REMAINING PI E IN PLACE. / CUT INLET 12" FROM TANK SHELL. INSTALL 12" WELDING E FLANGE WITH INSULATION KIT. 0 E E E—/ COAT EXPOSED STEEL WITH J MASTIC COATING. w ELECTRICAL EXISTING WELL, CONCRETE PAD 08„ 111 m COMPONENTS TO BE AND WELL APPURTENANCES TO a REMOVED AND BE REMOVED/ DEMOLISHED BY 080 O I REPLACED. SEE OTHERS cn CONTRACTOR SHALL INVESTIGATE m CODELECTRICAL PLANS. CATCH BASIN/DRY WELL TO VERIFY _ ORIGIN OF ANY EXISTING CONNECTING PIPES TO STEEL TANK. DRY WELL SHALL BE REMOVED, AND REMAINING EX PORTABLE °O° 1' DIAMETER POLE PIPE SHALL BE SEALED WITH PCC GENERATOR TO o TO BE REMOVED PLUGS, AND RETIRED IN PLACE. DRY 010" W BE REMOVED, WELL SHALL BE BACKFILLED WITH SEE ELECTRICAL 61L CLEAN FILL PER DETAIL 3 ON SHEET PLANS I 4. IF CONNECTION TO TANK STILL EXISTS, CONTACT SJWC ENGINEERING mE EXISTING 1/4" SENSING LINE DEPARTMENT. O AND PRESSURE TRANSDUCER TO BE REMOVED 3 010" Q I THREE (3) EXISTING VENTS TO BE ol2" 0l2" EXISTING DOSING POINT TO BE REMOVED AND SEALED WITH 1/4" 4 Q m RELOCATED TO NEW 14" OUTLET WELDED STEEL PLATES. CONTRACTOR B2 PIPING, SEE IMPROVEMENT PLANS. TO FIELD VERIFY EXISTING VENT A/ EXISTING OUTLET TO BE RETIRED. EXISTING CENTER VENT SHALL DIMENSIONS ELL WELD STEEL PLATE OVER EXISTING BE REMOVED AND UPSIZED TANK PENETRATION. TANK TO 37" DIAMETER. SEE \ W CONTRACTOR TO DESIGN. IMPROVEMENT PLANS FOR Q EXISTING REAR LOT FENCING -SHUTDOWN- E� NOTES AND DETAILS. / TO BE REMOVED AND 31 & B2, AND E - REPLACED. SEE PROPOSED Q OPERATIONAL ZONE °0° IMPROVEMENT SHEETS. VALVE ID #600122 F I EXISTING FABRICATED STEEL ,,;B31 ELBOW AND BOLTED COUPLINGS TO BE REMOVED \ TGFGFcT I E Ri EXISTING 14" BUTTERFLY MFTF ROOF q< O BOOSTER #3 VERTICALINE PUMP VALVE TO REMAIN \E T � T CO J MOTOR RTBO BE REMOVED O O NO °O° \eF R ,�R9i�T(0 AND REPLACED, —SHUTDOWN— F\O�F� yry 08" l m B4 14" BUTTERFLY VALVE w ON TANK OUTLET LINE wQ \f EXISTING ACCESS HATCH, m DIMENSIONS UNKNOWN. TANK � \E CONTRACTOR SHALL REMOVE AND Xww \ \ REPLACE WITH UPSIZED ACCESS w Ld 0 cnm =O° E\ HATCH PROPOSED IMPROVEMENT J - 1136 E m E\ REMOVE EXISTING INTERIOR AND E EXTERIOR TANK COATING AND RELINE/RECOAT. SEE PROPOSED o12" F — EXISTING TURBIDITY METER HEAD> IMPROVEMENT SHEETS. TO BE REMOVED AND REPLACED, o SEE ELECTRICAL PLANS\I oI2" I I I I of °F CONTRACTOR TO PORTION OF 10" DRAIN PIPE UNDER TANK TO REMOVE EXISTING BE SLURRY FILLED AND ABANDONED IN CUT EXISTING WOOD ROOF I I VISUAL LEVEL, AND DRAIN LINE AT EXTERIOR OF TANK SHINGLES AND TWO ROOF I I F PLUG PENETRATION FOUNDATION, INSTALL 10" PCC PLUG, AND ( 43 VENTS TO BE REMOVED AND 1 I I \ ON TANK ROOF. SLURRY FILL 10" LINE PER SLURRY NOTES REPLACED. SEE IMPROVEMENT I THIS SHEET. WELD 1/4" THICK STEEL PLATE PLANS. F EXISTING GENERATOR TO OVER OPENING IN TANK TO SEAL. m \ BE REMOVED, SEE ELECTRICAL PLANS EXISTING 12" OVERFLOW PIPE AND E29a SUPPORTS TO BE REMOVED. PORTION OF PIPE BELOW TANK FLOOR TO BE F ABANDONED AND SLURRY FILLED IN Ld \ PLACE. WELD 1/4" THICK STEEL OVER N m E\ OPENING IN TANK FLOOR TO SEAL. w < E w REMOVE EXISTING \ r GENERATOR EXHAUST PIPE F\ Q o AND SEAL HOLE WITH EXISTING 10" DRAIN VALVE, NON—SHRINKING GROUT VALVE RISER AND 2' OF 10" .-. z DRAIN PIPE TO BE REMOVED 0�> o� CUT 12" OVERFLOW PIPE AND 1 E E E E P:00 (� �'�� INSTALL 12" PCC PLUG AT EDGE EX $ O X II o E Xw OF CONCRETE FOUNDATION L`' X (E8-402 Oi�==11 �c�i \>Ci 15' OF EXISTING 12" 8" DICL X" e OVERFLOW PIPE TO E8-402 `1' BE REMOVED �j O E c.> O 00 c° EX 8" WS (3.4' CVR) 4.4't CVR 8" DICL w EX 14" W d� SCVWD (E8-402) E O c� X �zz Z U Q U -SHUTDOWN- F\ B4, B5 AND SCVWD �Lw > z SCVWD o C 0 i� EX 4" GATE VALVES EX 14" WS (4.0' CVR) INSTALL 10" PCC PLUGS ON f\ TURNOUT LINE TO REMAIN �Q� x 4 TO BE SHUTDOWN TO ENDS OF DRAIN PIPE TO OPERATIONAL DURING O w� INSTALL ABOVE GRADE CONTRACTOR SHALL VERIFY EXISTING BE ABANDONED IN PLACE F\ CONSTRUCTION ACTIVITIES m X PUMPER CONNECTION VAULTS CAN SUPPORT WEIGHT OF EX 15" SD EX 15" SD CONSTRUCTION EQUIPMENT (3.5'SCVSID R) I I I I E 12 F I I I (4.7' CVR) I (4.4' CVR) \f E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T EX TELECOM TO REMAIN X EXISTING SIDE LOT FENCING E E E E E E E E E TO BE REMOVED AND E o4" X REPLACED (TYP. BOTH SIDES) X X X X X X X X -X- X X X X X X X X O o48" DEMOLITION AND SHUTDOWN PLAN Z FLOWERING SCALE. 1��=5' E ZO VAL I n 6 02 D) El PEAR STATION 0 12'DICL HOMESTEAD I " I L Q 5 10 BUDGET R-5713 VALVE 0 501403, � FRANCO CT SHUTDOWN NOTES DEMOLITION AND RETIREMENT NOTES 17"GATE 00 D I. THE CONTRACTOR SHALL REFER TO THE FACILITY-WIDE SOIL MANAGEMENT PLAN, AND THE MANN f jj SAN JOSE WATER Z m o STATION I. CONTRACTOR SHALL COORDINATE ALL SHUTDOWNS WITH SJWC SCALEe 1" - 5' m CONSTRUCTION DEPARTMENT AND SJWC OPERATIONS DEPARTMENT STATION SOILS HAZARDS COMMUNICATION SUMMARY, PREPARED BY ERRG, FOR INSTRUCTIONS ON - HWY 280 N (408- 279-7807) A MINIMUM OF 48 HOURS PRIOR TO SHUTDOWN. HANDLING ANY CONTAMINATED SOIL AT THIS SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANN STATION IMPROVEMENTS m 8"PARALLEL MAIN 2. SHUTDOWN WILL REQUIRE A DE-WATER OF THE TRANSMISSION MAIN PROVIDING ANY PROTECTION FOR THEIR WORKERS. D (M CEDES ZONE) BETWEEN MANN STATION TANK AND FLOWERING PEAR STATION, AS 2. DURING THE DEMOLITION, THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STATE AND AS-BUILT STAMP ONLY WELL AS THE MAIN BETWEEN FRANCO CT STATION AND FLOWERING FEDERAL SAFETY, DISPOSAL, AND AIR POLLUTION STANDARDS, THE CONTRACTOR SHALL HAUL ALL DNEV rereRyY� ekURBn DEMOLITION AND SHUTDOWN PLAN MANN STATION Z DEBRIS GENERATED TO A LEGAL DUMPSITE FOR DISPOSAL. OOea °° ' PEAR STATION (-10,800 L.F. OF PIPING TOTAL). UTILIZE THE BLOWOFF 8W81ef (AREA OF WORK) " GREENLEAF o 3. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL PLUG OPEN ENDS OF RETIRED FACILITIES zazi.oa.ao,e:za:oaoroo• REF.NOS. AT FLOWERING PEAR STATION. SEE SHUTDOWN VICINITY MAP ON THIS D ABANDONED IN PLACE WHICH ARE LARGER THAN 4" WITH PCC. CONTRACTOR SHALL INSTALL BOLTED QROFESS/pN SHEET. O 9 DIRECTOR OF EH&5 / DATE N END CAPS ON OPEN ENDS OF RETIRED FACILITIES 4" AND LESS, UNLESS OTHERWISE NOTED. �Q� JOHN �Ft/ �� BY SM: 202 ® v o 1 "S SMISSION n 3. NEAREST SHUTDOWN VALVE IS VALVE ID 501403 (17" GATE VALVE) �P tiF c 4. RECYCLED AGGREGATE BASE SHALL NOT BE USED. ? Z RJY s IN TO BE DE-WATERED AT NEAR INTERSECTION OF N STERLING ROAD AND HOMESTEAD ROAD, 0 m DIRECTOR OF OPERATIONS / DATE FL RINGPEARSTATION 4. MANN STATION BOOSTERS #4 AND #5 ARE TO REMAIN OPERATIONAL 5. VALVE BOXES WHICH ARE TO BE RETIRED OR REMOVED SHALL HAVE THEIR RISERS REMOVED AND � No.84762 A CHECK / DATE HWY 85 BE HUTDOWN HAVE SURFACE RESOTRED TO GRADE, AS NECESSARY. 4 Exp. 2 EST.NO. THROUGHOUT CONSTRUCTION. � DIRECTOR OF PLANNING / DATE Z 4. CONTRACTOR SHALL CONFIRM WITH SJWC CONSTRUCTION DEPARTMENT 6. CONTRACTOR SHALL ALLOW AT LEAST I WEEKS NOTICE TO NEIGHBORING PROPERTIES PRIOR TO Erg CIVIL Z DEMOLISHING EXISTING SIDE LOT FENCE. qT CHECK / DATE AND SJWC OPERATIONS DEPARTMENT THAT AFFECTED VALVES AT F�FCAUF� CO 512547 SHUTDOWN VICINITY MAP STATIONS ARE PROPERLY LOCKED OUT/TAGGED OUT. SCALE DIRECTOR OF ENGINEERING / DATE NOT TO SCALE N0. BY DATE REVISION CK DATE AS SHOWN ASSISTANT CHIEF ENGINEER / DATE SHEET 3 OF 25 Community Development Department Planning Division - Cupertino CUPER INO APPROVED Ca s # D I R-2021-003 ApplicationNumber(s) = PIPE SLURRY FILL NOTE App oval Body: Director/ Staff THE FOLLOW DIMENSIONS AND PIPE MATERIAL ARE ASSUMED DUE TO LACK OF EXISTING INFORMATION. CONTRACTOR App oval Date 08/17/21 SHALL FIELD VERIFY EXISTING CONDITIONS, AND SLURRY FILL THE: Signature Jeffrey Tsumura DRAIN NOTES =_______ __r___ - T---I 01) 10' - 10" STEEL PIPE (DRAIN) Case Manager I, THE EXISTING LAYOUT AND LOCATION OF THE �__� 02) 10' - I2" STEEL PIPE (OVERFLOW) TANK FLOOR AND DRAIN LINE FLOOR PENETRATION IS UNKNOWN. THE CONTRACTOR THAT IS TO BE RETIRED USING A FLOWABLE LIGHTWEIGHT CEMENT SLURRY CONCRETE THAT HAS A 28-DAY SHALL ASSUME 10" DRAIN IS LOCATED 5 L.F. COMPRESSIVE STRENGTH OF 230 PSI (-50 PSI TO +50 PSI). CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING FROM TANK SHELL FOR BIDDING PURPOSES, WELDED STEEL PLATES AND NECESSARY APPURTENANCES SUCH AS VALVES, PORTS AND CONTAINMENTS TO ALLOW CUT AND REMOVE ALL EXISTING SLURRY FILLING AND VENTING TO ACHIEVE GREATER THAN OR EQUAL TO 95% PLACEMENT AS MEASURED BY PIPE CROSS OVERFLOW PIPING LOCATED SECTIONAL AREA OR VOID TO BE FILLED. MATERIAL SUBMITTALS MUST BE PRESENTED TO SJWC ENGINEER PRIOR TO ABOVE TANK FLOOR, INCLUDING z SUPPORTS AND WEIR PLACEMENT. CONTRACTOR IS RESPONSIBLE FOR AND SHALL ENSURE THAT AT LEAST TWO SPECIMEN SAMPLES CONCRETE o z CYLINDERS PER 30 YARDS OF MATERIAL INSTALLED ARE PROPERLY COLLECTED, STORED AND TESTED AT A CERTIFIED z TESTING FACILITY TO DOCUMENT THAT PRODUCT QUALITIES AND PHYSICAL CHARACTERISTICS MEET REQUIREMENTS, of 12" PIPE TO REMAIN. ABANDON IN = 11 PLACE AND SLURRY FILL (SEE w w PIPE SLURRY FILL NOTE) = o I H— CD X Lv N I X INSTALL I/4" THICK STEEL w INSTALL I/4" THICK STEEL PLATE PLATE I I I I I I I I I TANK FLOOR TYP° TANK FLOOR TYP° ELEV (+0.0) ELEV (+0.0) I v v FINISHED o FINISHED M o GRADE GRADE a °. 10" PCC PLUG V. ° v ° 10" PIPING TO BE ° ° •.° °.°. ° 15'± OF EX 12" OVERFLOW — PIPING TO BE REMOVED, ° ° o ° ° ABANDONED IN PLACE ° • 10" PIPE TO REMAIN. ABANDON IN SEE DEMOLITION PLAN ° ° 12" PIPE TO REMAIN. ABANDON IN ° ° ° p PLACE AND SLURRY FILL (SEE — — ° ° p PLACE AND SLURRY FILL (SEE 2'± OF 10" DRAIN PIPING AND 10 PCC PLUG CUT PIPE OUTSIDE LIMITS OF 12" PCC PLUG PIPE SLURRY FILL NOTE) VIEW ON SHEET 3 PIPE SLURRY FILL NOTE) " GATE VALVE TO BE REMOVED, EXISTING FOUNDATION AND SEE PLAN VIEW ON SHEET 3 INSTALL 12" PCC PLUG CUT PIPE OUTSIDE LIMITS OF EXISTING FOUNDATION AND INSTALL 10" PCC PLUG DRAIN RETIREMENT DETAIL 1 OVERFLOW RETIREMENT DETAIL 2 NOT TO SCALE 4 NOT TO SCALE 4 2°0' 3.6'± 4°0' EXISTING WELDED EX 4'x4' CONCRETE PAD STEEL TANK AND ABOVE GRADE PIPING PREVIOUSLY D �� ; REMOVED BY OTHERS l—ILL EXISTING GROUND IIII IIII— IIIIIII_IIII ---'—� J — 1 ° C `—J III_III—IIII =1 _ I I II ° IIIII � J � � � I CONTRACTOR SHALL REMOVE EXISTING DRY WELL, AND BACKFILL WITH CLEAN FILL TO GRADE, COMPACTING TO 90% RELATIVE _ " ° i r ° COMPACTION IN 12" MAX LIFTS o = ° EX WELL CASING AND CONCRETE PAD PREVIOUSLY RETIRED BY OTHERS IIII; 4 IIII;.V4 CUT PIPING AT DRY WELL AND INSTALL 12" PCC PLUG ON PIPING TO REMAIN i DRY WELL RETIREMENT NOTES PIPING PREVIOUSLY i --_ REMOVED BY OTHERS i I. CONTRACTOR SHALL FIELD VERIFY INSIDE i TANK IF EXISTING PIPING CONNECTS FROM i STEEL TANK TO DRY WELL, AND CONTACT --------------------- ------ i SJWC ENGINEERING DEPARTMENT IF PCC PLUG PREVIOUSLY _ CONFIRMED. RETIRE PER PLAN IF A BUDGET R-5713 SEE NOTE I, PIPING TO BE INSTALLED BY OTHERS CONNECTION WAS PREVIOUSLY REMOVED ABANDONED IN PLACE AND SEALED WITHIN TANK. rjjj SAN JOSE WATER DRY WELL RETIREMENT DETAIL Digbily sig"etl by Ydl k,Ryan MANN STATION IMPROVEMENTS s DN. E-ryaoyeek,RY'wa'efLOm AS STAMP ONLY NOT TO SCALE 4 �y— p�U,em,f U B swm. DEMOLITION SECTIONS AND DETAILS Dale:2021,04.30 1E:22:49-07'00' REF.NOS. QRpFESS/0N SM: 2 02 DIRECTOR OF EH / DATE �OHN VtcC 'L BY , RJ Y w N0.84762 m DIRECTOR OF OPERATIONS / DATE A CHECK / DATE Exp.�L?1122 � EST.NO. S CIVIL Q, DIRECTOR OF PLANNING / DATE CHECK / DATE 9TF0FCMJ�� CO 512547 DIRECTOR OF ENGINEERING / DATE SCALE NO. BY DATE REVISION CK DATE AS SHOWN ASSISTANT CHIEF ENGINEER / DATE SHEET 4 OF 25 om�munl y eve opmen epa men Planning Division—Cupertino �CUPER INO I APPROVED 4 REMOVE AND REPLACE 102 L.F. OF STEEL PIPE IR-2021-003 WOODEN FENCING ALONG EX 17 " O 9 NORTHERN SIDE OF LOT (221 L.F. X Cas # TOTAL WOODEN FENCING). TELECOM � �— A plicationNumber(s) s12" CONDUIT TO REMAIN IN PLACE. — — — �X�X-X-EX W- � - - - - - - - - - - - - - - - App oval Body: Director/ Staff V016" 2'x30 A.E. _ _ — , �X�X � — �1� �yR1 - - - - - - - - - - - - - - - - - - App-ova lDate 08/17/21 - - - - - �X�X�X T - - - - - - - ___- — _- - - - - - - - - - - - - - T�` _ O Signature Jeffre Tsumura T T - - - - - - -� - - _ Case Manager 7— — — — SYSTEM PRESSURE SENSING LINE, 95' OF 3/4" COPPER PIPE (TYPE K) / 6) 00, INSTALL 3/4" DIRECT TAP TO PRESSURE CABINET CORP STOP, MUELLER G' H-15000, ANGLE STOP, w x REMOVE AND REPLACE 11 J�1/ / �12" BUTTERFLY QE VALVE BOX AND ROUTE o L.F. OF WOODEN FENCING 4 +`b / VALVE, DI FLG 3/4" COPPER PIPE TO ALONG PORTION OF lb PRESSURE CABINET FOR J FRONTAGE (221 L.F. 9 SYSTEM PRESSURE SENSING w TOTAL REPLACED) O 7 x / 173 L.F. OF NEW 42" TALL 9 o4" HANDRAILS AROUND EX WELL RETIRED PERIMETER OF TANK ROOF O AND ROOFPLATFORM. BY OTHERS ---,12" BUTTERFLY O VALVE, DI FLG 4'x5' CONCRETE PAD, 8" O �J owmua THICK+�/° 12" O.C. BOTH TH WAYS. SET 080 08" Cn-,=UOJ E / PAD FINISHED GRADE 7" O ao v�W`'< BELOW LOWEST STAIR TREAD zm�wlnw 2 r- -U, Z ---------i a C� Fi unw< 10 I I w< a \ O STAIRWAY INSTALL CATHODIC PROTECTION 2 3 I i ANCHORS AND BRACKETS FOR FENCING 130 � ¢CIO" I FUTURE INSTALLATION OF CATHODIC 4 W O ENCLOSURE 10 10 I I B1 PROTECTION SYSTEM. SEE NOTES \ PROPOSED BACKUP O GENERATOR AND I AND DETAILS ON SHEET 11. PAD (SEE I ( ELECTRICAL PLANS Q I I EXISTING MANN TANK o12" 010" o12" WELDED STEEL x 188,000 GALLONS, 60' DIAMETER Q I RISE 3/4" COPPER PIPE YEAR CONSTRUCTED: 1980 B2 OUTSIDE OF BUILDING SHELL HEIGHT: 7.5' AND PENETRATE THROUGH x BUILDING WALL W I 14" ELBOW 90%-- DI, FLGxMJ, O x I °^ ° ROTATED DOWN ——————————I I I 2.4' LONG, � RAISED GENERATOR B3 14" SPACER, - / INSTALL 37" DIAMETER 3 ��^ DI, FLGxPE 0 CONCRETE PAD, SEE a w\w CENTER VENT ELECTRICAL PLANS �z a I x o J a RECONNECT EXISTING J 1 BOOSTER #3 TO CnCDZZ� HYPOCHLORITE DOSING POINT O BE REMOVED 'O' wz<LLJ MECHANICAL LEVEL INSTALL (32)��_ a g FLOAT SWITCH WITH STAIRWAYAND REPLACED aZcNa STAINLESS STEEL o8" �� 8 PULLBOX (SEE TANK LIGHT, SEE B4 ELECTRICAL PLANS) ELECTRICAL PLANS 90° ELBOW �1 14" OUTLET NOZZLE, 4 INSTALL 39"x39" ROOF HATCH (TYP.) Dw 4 UPSIZED FROM EXISTING INSTALL ROOF Z INSTALL BOTTOM OF OUTLET 7 Cnnm AT 12" ABOVE TANK FLOOR HATCH IN SAME LOCATION) PLATFORM w U (13 o'� WaN 14" BUTTERFLY © REPLACE HACH SOLITAX T-LINE EXISTING ROOFING TO BE ^ VALVE, DI, FLG s 1 REMOVED AND REPLACED, 1/2" HIGH PRESSURE CUT-OFF LINES Z SC IMMERSION TURBIDITY TO BE INSTALLED ON DISCHARGE OF 14" ELBOW 22.5% METER HEAD. PURCHASE WITH o12" EXISTING ROOF VENTS Loa 9 (2) WITH EXHAUST FANS. ALL 5 BOOSTERS, WITH 1/2" N� F DI, FLG SC200 CONTROLLER, SEE TO BE REMOVED AND COPPER PIPING (TYPE K) ROUTED x \ 14" ELBOW 90% O ELECTRICAL PLANS. EX WELDED STEEL 0 TO PRESSURE CABINET (-150 L.F. 1 REPLACED. �a DI, FLG TANK TO BE v�12" TOTAL). SEE ELECTRICAL DRAWINGS U `\ HATCHLSAF��Y RETROFITTED 6 01 FOR PRESSURE CABINET DETAILS. tea' 7 z� WATER LEVEL TRANSMITTER AND 6 GRATE TANK INTERIOR, EXTERIOR, AND ALL FITTINGS ��5 6 '-'-' 1" CORP STOP, H-15025, WITH 1" AND APPURTENANCES ATTACHED TO TANK 9 9 �w I \ HALF COUPLING WELDED TO TANK 8 D21NSTALL INTERIOR SHALL BE SURFACE PREPARED, PRIMED AND �wSHELL 6" ABOVE TANK FLOOR. FRP LADDER WITH PAINTED PER SJWC STANDARD RESERVOIR Uw SEE ELECTRICAL PLAN FOR GRAB POLES PAINTING COATING II� A N NG AND COA NG U._. \ ADDITIONAL DETAIL. (SECTION 12). SEE TANK PAINTING NOTES ON �0 I SHEET 6. THE FINAL TANK EXTERIOR COLOR � o� \ SHALL BE CALIFORNIA GROUSE TAN. 00 aw O Lu F 7 INSTALL FLUSH CLEANOUT REMOVE AND REPLACE (D2w �a a-[ 8 WITH 3" NOZZLE AND 3" INSTALL 12" OVERFLOW 86 L.F. OF CHAIN LINK GATE VALVE, FLGxFLG ASSEMBLY AND 3'x2'x4' FENCING ALONG REAR xw wz O \F DEEP PRECAST CONCRETE 1 OF SITE ww o II ` CATCH BASIN WITH IRON ci U F N- / GRATE a INSTALL 4" TRANSFER F 4" GATE © 4 NOZZLE, WITH 4" VALVE, DI 8 BUTTERFLY VALVE, o OE ABOVE GRADE FLGxMJ DI, FLG 5 � W PUMPER1 EX 8 8 CONNECTION O f �X $ w ` a O 2.3'± LONG, 4" DICL PIPE u E E E E \ 7'± OF 12" x f HDPE PIPE 0.8'+ 4" PVC, ICL O I�_=II 4AWEE D90M DRLG (� :. (8g D402) � \EO �� F a- INSTALL SINGLE 3 U SWING GATE 9 EX 8" WS (3.4' CVR) x I I INSTALL 2'x3'x4' DEEP a0 4.4't CVR " DICL PRECAST CONCRETE CATCH x EX 14" W I I (E8-402) BASIN WITH IRON GRATE � (SCVWD) o r X � > f\ 0' CVR) SCVWD EX 14" WS (4 `� . X i� I I 16'± OF 14" HDPE PIPE, f\ O w v SEE IMPROVEMENT NOTE 6 f O x a REMOVE AND REPLACE 108 O m EX 15" SD 4 L.F. OF WOODEN FENCING EX 15" SD EX 15' SD ALONG SOUTHERN SIDE OF OF 12 (4.7' I I I I CVR) (3.5' CVR) CVR) (4.4' 9 LOT (221 L.F. WOODEN E E \ FENCING TOTAL) E -E E E E E E E E E E E E E E E E E E E E E E E EX ELECTRICAL E E E E E E E E E E E E m4, x (1.6' CVR) 0 X X X X X X X X X X X X X X X X X X X X X O e48" IMPROVEMENT NOTES PROPOSED IMPROVEMENTS 1° ALL MECHANICAL JOINT FITTINGS SHALL USE MEGALUGS; FOR PVC PIPE, USE EBAA SERIES SCALE: 1 rr=5' 2000PV MEGALUGS° ALL FLANGE CONNECTIONS SHALL HAVE U.S. PIPE FULL FACE FLANGE-TYTE GASKETS PER SJWC MATERIALS SPECIFICATION LIST (MSL)° BUDGET R-5713 2° IF UTILITY CROSSING HAS LESS THAN 12" CLEARANCE (6" MINIMUM), PLACE HIGH DENSITY NEW VALVE CAI LOUTS 0 5 0 POLYURETHANE FOAM BLOCK SECURELY BETWEEN PIPES/FACILITIES° BACKFILL W/2 SACK f,�� SAN DOSE WATER CEMENT SAND SLURRY. 14 " BUTTERFLY VALVE DI FLG LHO 4 " BUTTERFLY VALVE DI EEG LHO 3° ALL NEW UNDERGROUND DUCTILE IRON PIPING AND FITTINGS SHALL BE ZINC COATED AND 4 " GATE VALVE , DI , FLGxMJ LHO SCALE: 1" = 5' USE V-BIO ENCASEMENT. ABOVE GRADE PIPING AND FITTINGS SHALL BE SURFACE PREPPED MAKE: TURNS:- WI—" EXT MAKE: TURNS. - W/ " EXT MAKE: TURNS. W/ " EXT AND PAINTED PER SJWC PAINTING SPECIFICATIONS SECTION 09900° B SERIAL SERIAL MANN STATION IMPROVEMENTS q0 4° THE CONTRACTOR SHALL ENSURE THAT ANY NEW TANK PENETRATIONS ARE AT LEAST 1' EX. PAV'T THICKNESS- MAIN CVRo (ABOVE GRADE VALVE) (ABOVE GRADE VALVE) AWAY FROM ANY WELD SEAM LINES. AS-BUILT STAMP ONLY PROPOSED IMPROVEMENTS PLAN 5° RECYCLED CLASS 2 AGGREGATE BASE SHALL NOT BE USED. 6° DRAIN PIPE TO BE HDPE DUAL WALL, SMOOTH INSIDE, CORRUGATED OUTSIDE INTENDED FOR REF.NOS. 12 BUTTERFLY VALVE DI FLG LHO 12 BUTTERFLY VALVE DI FLG LHO 3 GATE VALVE DI FLG LHO RpFESS/p STORM DRAIN APPLICATION AND MEETING THE REQUIREMENTS OF AASHTO M-252 / M-294, MAKE: TURNS: - W/ " EXT MAKE: TURNS: - W/ " EXT MAKE: TURNS: - W/ ' EXT �e DIRECTOR,ENVIRONMENTAL HEALTH & SAFETY/DATE TYPE S. MEETS H2O LOADING REQUIREMENTS, ADS N-12 WT IB OR APPROVED EQUAL. E F ��P� �OHN yF/Gy`�� BY SM: 202 D SERIAL # SERIAL # SERIAL # w' �� No.84762 �� Cm RJY DIRECTOR,OPERATIONS & TREATMENT/DATE (ABOVE GRADE VALVE) (ABOVE GRADE VALVE) (ABOVE GRADE VALVE) rn CHECK / DATE EARTHWORK QUANTITIES (ESTIMATED * Exp. .131129 EST.NO. CIVIL ASSISTANT CHIEF ENGINEER,PLANNING/DATE I° EXCAVATION (CY): 9°8 CY � Fr-•FNn `��qT ��`P CHECK / DATE 2° SOIL IMPORT (CY): 0 CY ---i— -- FCFCAI-W'3 I RJY 4/30/21 CITY COMMENTS CO 512547 3. SOIL FILL (CY): 6.0 CY DIRECTOR OF ENGINEERING,SPECIAL FACILITIES/DATE A. SOIL HAUL (CY): 3°8 CY OA VALVE CALLOUTS FOR NEW VALVES, SEE THIS SHEET SCALE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER/DATE SHEET 5 OF 25 Community Development Department P I a _.Ln&DLi-WL,on—Cupe- FLEXTEND NOTES (TYP°) TAN N�R TOR SHALL DESIGN STEEL I, DO NOT PAINT FLEXTEND JOINTS (TYP.) CUPER INo T ,7 ,S AND PROVIDE SHOP SURFACE PREPARE, PRIME AND Cas # �- 3SJWC FOR REVIEW AND RECOAT ALL INTERIOR AND EXTERIOR 2. ALL OTHER ABOVE GRADE PIPING AND E 24"x36% SURFACES OF TANK. SEE TANK 12" EBAA FORCE BALANCED FITTINGS SHALL BE PAINTED PER SJW ApR� S tioR�q`74#1 APPROVAL ONE STAMPED FLEX-TEND FLG DOUBLE BALL SPECIFICATIONS SECTION 09900 AND WET SIGNED SET OF DRAWINGS PAINTING NOTES ON THIS SHEET, JOINTS, EBAA MODEL 4412F20B App oval Body: irector/Si LL BE PROVIDED° EXIS2 T1NG INLET NZZLE 12" BUTTERFLY App oval Date 08/17/21 WITH 12" WELDING FLANGE 6 VALVE, DI FLG AIR VALVE 9 Signature " Jeffrey Tsumura 72°0" (6°0') 12" ELBOW ROTATED DI, 12" SWING TYPE SPRING AND APCO S-50 8 LAYING LENGTH LEVER CHECK VALVE, FLG DOWN 16 xI2 REDUCER, DI FLG Case Manager SEE SECTION B ON MUELLER A-2602-6-02, �� 42" HANDRAILS TO BE 6 ,THIS SHEET FOR RUBBER DISC FACING INSTALLED AROUND PROPOSED INLET 2 v EX 6" GATE VALVE PERIMETER R TANK 7 / PIPING DETAILS 6 12" INLET (DRAIN) TO REMAIN NOZZLE Oa 4°1'± LONG, 12" / DICL SPACER, _ EX 17-5/8" FLGxPE, 4'x5' CONCRETE STAIRWAY 2 ° CUT TO FIT WS PIPE EX AUXILLARY ROOF VENTS (3) / FLOW 0 W TO BE REMOVED AND SEALED /' �� LANDING, 8 THICK WITH 4 10 = 3 po ° WITH WELDED STEEL PLATES /' doe REBAR @ 12 O.C. BOTH WAYS. N 12" BUTTERFLY Op 0% SONG 13 O VALVE, DI FLG ADJUSTABLE PIPE = cu/ - TOEkpF ° SUPPORT (TYP°) — F/T ' D• D �o 'D 2" INSULATION KIT =_ i\j 2.6° PROPOSED ° ° ° 3 12" ELBOW 22.5° , / - 2 ° AA / STAIRWAY 8 D, D• D D° 6 DI, FLGxMJ, = MEG AFLANGE — 16 WELDING 3 PROPOSED CENTER ROOF ��° / D FINISHED GRADE ROTATED UP — FLANGE, WITH \ \ \ \ �, INSULATION KIT VENT, S BE UPSIZED / ° ° ° ° DD° ��/ � %�/�%� % \ 7 FROM EXISTING VENT IN ° SAME LOCATION EXISTING 14" / O o 18"xI8"x18" OUTLET NOZZLE ,-- CONCRETE BLOCK (TO BE REMOVED) — — — — — — — — -—-—-—-—_ -- (TYP°) EBAA FLEX-TEND SECTION (INLET) B NOT TO SCALE 6 PROPOSED STAIRWAY 3 PLATFORM $ SEE SECTION C ON `,� / / / STEEL PLATE THIS SHEET FOR "O° / / I 1/4" THICK x 2" WIDE PROPOSED OUTLET PIPING DETAILS -,-- , 70 /'/ // 4„ " ROD STD° GALV. 00°7 / I \ 7 " NUT �� TID STOCK /s 4 PROPOSED 14" /./ / �0% I �1 g° % CLEARANCE 6 OUTLET NOZZLE / / \ HATCH SAFETY TANK SHELL I" PIPE FOREX W — GRATE STEEELCOLDLAR I III EX WELDED STEEL NOZZLE,---_____,, III III /q" x 4" x 4" PROPOSED INTERIOR 21I IF PROPOSED CUT 12 FROM TANK SHELL12 STEEL PLATE / \ II II ACCESS LADDER �PROPOSED ROOF AND INSTALL 12" WELDING --- 6 WATER LEVEL TRANSMITTER / / I \ FLANGE WITH INSULATION KIT, / � \ 8 WITH I" CORP STOP / / I ACCESS HATCH (UPSIZED 4 COAT EXPOSED STEEL WITH / \ 7 MASTIC COATING I" PIPE STD. GALV° IN SAME LOCATION AS 4" TRANSFER NOZZLE WITH 4" / I •`UJ EXISTING HATCH) TYP, � 3" NIPPLE NOTES: 4 STD. GALV. $ BUTTERFLY VALVE, DI FLG % I \ TOE x POE CLEAN, PRIME & PAINT AFTER 12" OVERFLOW ASSEMBLY WITH 1 TANK FLOOR 7� ANCHOR TO FABRICATION. SEE SJWC PAINTING EXISTING ACCESS MANWAY 3'x2'x4' DEEP PRECAST - • ° D �CONCRETE CONCRETE CATCH BASINSPECS, SECTION 09900° 1 EX DRAIN LINE (TO e °D°° FINISHED GRADE tI CONTRACTOR TO VERIFY BE RETIRED) EX WATER QUALITY ° ° ° I CONCRETE RING D D ° ° SAMPLE TAP ° a DIMENSIONS PRIOR TO EX INTERNAL FOUNDATION (EXISTING \ \ 2 FLUSH CLEANOUT WITH 7 WIDTH UNKNOWN) \\\\\\\\ 3ORFEQORALFLG B�OCKEOR PAD ORDERING MATERIALS 4 OVERFLOW LINE 3'x2'x4' DEEP PRECAST TANK PAINTING NOTES (TO BE RETIRED) CONCRETE CATCH BASIN $ I. CONTRACTOR SHALL SELECT A COATING SYSTEM WHICH INLET NOZZLE DETAIL 2 PIPE SUPPORT DETAIL 3 INCLUDES A ZINC-RICH PRIMER COAT FOR THE RESERVOIR INTERIOR. REFER TO APPROVED COATING SYSTEMS AS NOT TO SCALE 6 NOT TO SCALE 6 PROPOSED TANK PLAN VIEW DETAIL 1 SPECIFIED IN SJWC'S RESERVOIR PAINTING AND COATING NOT TO SCALE 6 SPECIFICATIONS, SECTION 12° 2° ALL SURFACE PREPARATION AND PAINTING OPERATIONS SHALL COMPLY WITH SJWC'S RESERVOIR PAINTING AND 14" EBAA FORCE BALANCED NOT SHOWN: 14" COATING SPECIFICATIONS, AWWA TANK PAINTING FLEX-TEND, FLG, DOUBLE BALL ELBOW 22.5° , DI, FLG STANDARDS, AND PAINT MANUFACTURER'S PAINTING JOINTS, EBAA MODEL 4414F20B (SEE PLAN VIEW) RECOMMENDATIONS, UNLESS OTHERWISE SPECIFIED. 2°4'- LONG 14" DICL SPACER, FLGxPE 14" ELBOW 90° , DI, FLG RECONNECT HYPOCHLORITE DOSING POINT 93°5" (7°8') TO NEW 14" DICL PIPE WITH 3/4" SINGLE LAYING LENGTH AS-BUILT MEASUREMENT NOTE PROPOSED TANK OPERATIONAL PARAMETERS STRAP OR DIRECT TAP CORP STOP. I. EXISTING TANK AS-BUILTS FOR THIS STRUCTURE ARE NOT FLUSH CLEANOUT ELEVATION: 0°0 FEET TANK AS REQ'D,STEEL COLLAR WELD TYP. TANK SHELL CONTRACTOR TO FIELD CONFIRM SIZE. TO T OBTAINABLE OR DO NOT EXIST. THE CONTRACTOR SHALL OUTLET INVERT: 1.0 FEET TO DESIGNED BY MEASURE AND FILL OUT THE FOLLOWING TABLE OF FINISHED INLET INVERT: 1.0 FEET SITE CONDITIONS AFTER COMPLETING CONSTRUCTION. TANK SHELL ELEVATION: 7°5 FEET TANK CONTRACTOR 14" ELBOW 900 , 13. DIMENSIONS SHALL BE MEASURED VERTICALLY, USING THE MAXIMUM OPERATING LEVEL: 8°9 FEET SEE PLAN ��14" DIA OUTLET NOZZLE, DI, FLGxMJ, TANK FLOOR ELEVATION AS A BASELINE (+0.0). HIGH WATER LEVEL ALARM: 9°2 FEET VIEW FOR 7 ' 7" LONG NOZZLE, ROTATED DOWN OVERFLOW ELEVATION: --- FEET CONNECTING WELDED TO TANK SHELL HEIGHT TO BOTTOM OF INLET ROOF VENT ELEVATION: --- FEET PIPING 14" BUTTERFLY HEIGHT TO BOTTOM OF OUTLET o o O — — I VALVE, DI, FLG HEIGHT TO BOTTOM OF MANWAY EXISTING OPERATING LEVELS (FOR SJWC) N TYP° (SEE PLAN VIEW) HEIGHT TO OVERFLOW WEIR LOW WATER LEVEL ALARM: 5.0 FEET HEIGHT TO TOP OF TANK SHELL MIN. OPERATING LEVEL (WELLS ON): 6°0 FEET e o e PIPE SUPPORT FINISHED GRADE MAX. OPERATING LEVEL (WELLS OFF): 8.9 FEET TANK FLOOR HEIGHT TO TOP OF TANK ROOF (AT KNUCKLE) HIGH WATER LEVEL ALARM: 9°2 FEET 3 HEIGHT TO BASE OF ROOF VENT 6 HEIGHT TO TOP OF ROOF VENT FINISHED GRADE o EXISTING 14" BUTTERFLY 18"xl8"xl8" CONCRETE RING VALVE (FLG) TO REMAIN CONCRETE BLOCK // / / FOUNDATION (EXISTING 12°6' (TYP°) TOP OF ROOF VENT / / / / WIDTH UNKNOWN) BASE OF ROOF VENT _Av __ TOP 0 AT ANK KNUCKLE) OUTLET NOZZLE DETAIL 4 EBAA FLEX-TEND SECTION (OUTLET) HIGH WATER LEVEL ALARM (9°2') OVERFLOW WEIR ELEVATION TO � NOT TO SCALE 6 NOT TO SCALE 6 / BE FIELD VERIFIED BY CONTRACTOR � �` MAX OPERATING LEVEL TOP OF TANK SHELL (WELLS OFF) (8.91 i_ i_—== EXISTING MANN STATION TANK MIN OPERATING LEVEL 188,000 GALLONS _ (WELLS ON) (6°0') 60.0' DIA x 7.5' HIGH TANK SHELL �� T � �\ I PROPOSED 1 Li LOW WATER LEVEL WELDED STEEL TANK - OVERFLOW = ALARM (5.0') STRUCTURE 7 BUDGET R-5713 J N CENTER UNKNOWN OIFUEMN XISTING) fJjj SAN DOSE WATER in MANN STATION IMPROVEMENTS Digitally mgn d by Yelinek,Ryan C-'Ydi..ke -.OUatm.wm, AS-BUILT STAMP ONLY VARIES ��DC='YNinek Ryan",OU=Users, SECTIONS AND DETAILS OU=Bascom,DC=sjwa , e DC=gym Date:zort.oaso ta:zz:as-w•ao Gs ,4 \ QRpFESS/pN REF.NOS. UNKNOWN ��i,� �OHN yF 9!� DIRECTOR OF EH / DATE SM• 202 CONDITIONS BELOW � 'P� �'2F��Z BY RJY TANK FLOOR w N0.84762 m DIRECTOR OF OPERATIONS / DATE A CHECK / DATE PROPOSED TANK SECTION A * Exp.�L�29 DIRECTOR OF PLANNING / DATE EST.NO. C� NOT TO SCALE g FFND gTF OCIVIL B s>' CHECK / DATE VALVE CALLOUTS FOR NEW VALVES, SEE SHEET 5 FCM-\FO DIRECTOR OF ENGINEERING / DATE CO 512547 SCALE NO. BY DATE REVISION CK DATE AS SHOWN ASSISTANT CHIEF ENGINEER / DATE SHEET 6 OF 25 ROOF VENT NOTES Community Development Department ROOF ACCESS HATCH I. TANK CONTRACTOR SHALL DESIGN, SIZE AND BUILD THE ROOF VENT PER LATEST Planning Division - Cupertino (j) AWWA STANDARD D-100 AND DDW CODES, THE VENT AND SCREENED OPENINGS CUPER INo APPROVED HATCH SAFETY GRATE 5 SHALL BE SIZED TO HANDLE A MAXIMUM OUTFLOW RATE OF 12,200 GPM, Cas # DIR-2021-003 7 2. THE VENT SHALL BE PAINTED ON THE INTERIOR AND EXTERIOR PER RESERVOIR ApplicationNumber(s) HATCH HINGE POINT PAINTING AND COATING SPECIFICATIONS. EX TANK ROOF ELEV (+10.5'±) EX TANK ROOF ELEV (+10.5'±) - 3. USE #4 MESH, 16 GA WELD WIRE S.S. SCREEN W/ INTERIOR #24 MESH S.S. WIRE App ova I Body: Director/Staff 16„ SCREEN. App oval Date 08/17/21 i i A. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL BY SJWC PRIOR TO OW ELEV, SEE NOTE I I I Signature re re Tsumura -11 CONSTRUCTION, Case Manager EX TOP OF TANK SHELL (+7.5') 12 i FRP GRAB POLE ON EACH SIDE OF LADDER ;----- 1�►1 - I TO BE STRONGWELL EXTENDABLE LADDER _ _ — J EX TANK KNUCKLE ELEV (+7.5') RAIL OR APPROVED EQUAL. SEE SAFETY z c r , GRAB POLE NOTES BELOW. SEE NOTE I Q 1-1/2" MIN 1-1/2" MIN WELDING PLATE AS REQUIRED AT TANK WALL PENETRATION. i TO BE DESIGNED BY TANK o I 1 I o_ __ CONTRACTOR �- LLJ o TYP. SEE I I � I 0 0 0 0 0 0 0 ILL WELDING PLATE AS __ Z 9� i SECTION REQUIRED - a,,,—FIBER REINFORCED POLYMER `�� O i VIEW LADDER, MUST BE NSF-61 CERTIFIED �9 /,� 0 0 Ld CONTRACTOR TO FURNISH�� CONTRACTOR TO FURNISH a AND INSTALL BESPOKE AND INSTALL BESPOKE _ 3/$" DIA. STAINLESS STEEL ��' o ANTI-CLIMB SPIKED COLLAR ANTI-CLIMB SPIKED COLLAR BOLTS, NUTS AND WASHERS z `O FOR 12" PIPE FOR 12" PIPE o ' WITH ISOLATION KIT (TYP.) 0 0 w 12" STANDARD STEEL PIPE 0 Ld o --- `/' MIN. 3/16" THICKNESS 2 -ri- INSTALL NEW STEEL ATTACHMENT II CLIPS, WELDED TO STEEL TANK AND I I II TANK CONTRACTOR SHALL o BOLTED TO FIBER REINFORCED II o 0 0 0 0 0 0 0 DESIGN AND BUILD PROPER POLYMER LADDER. CLIPS SHALL BE i I BRACING TO SUPPORT WEIGHT 12" OVERFLOW PIPE MADE OF SAME STEEL AS TANK SHELL INSTALL #4 MESH 16 GA OF 12" OVERFLOW PIPING PLAN VIEW SCREEN RETAINING FRAME Nz , WELDED WIRE STAINLESS EX TANK SHELL NOTE — STEEL SCREEN WITH W/ 30' RADIUS 0 I, CONTRACTOR SHALL SUBMIT SHOP INTERIOR #24 MESH STAINLESS STEEL WIRE a DRAWINGS FOR APPROVAL BY SJWC FIBERGLASS SCREEN BETWEEN FLANGES PRIOR TO CONSTRUCTION. VENT HOOD z_ TANK FLOOR ELEV (+0.0) �-`I TANK FLOOR ELEV (+0.0) INSTALL 3'x2'x4' DEEP ° z ° CATCH BASIN WITH CI GRATE N a' o 4' I FINISHED ;�a'. FINISHED N I GRADE °_ .a GRADEL-LJ ° ° SCREEN RETAINING (/'o INSTALL 3'x2'x4' DEEP FRAME, SEE ABOVE z 2' CATCH BASIN WITH CI GRATE N 1 I OVERFLOW NOTES INTERIOR LADDER NOTES SAFETY GRAB POLE NOTES _z I 12" HDPE I. THE TANK CONTRACTOR SHALL FIELD VERIFY THE . EACH RUNG OF THE INTERIOR I, IN FULL OPEN AND LOCKED SCREENED OPENINGS, I i STEEL PLATE, THICKNESS PIPE EXISTING OVERFLOW WEIR ELEVATION AND INSTALL NEW 1 LADDER SHALL BE CAPABLE OF POSITION, TOP OF GRAB SEE NOTE 3 I Q I BY TANK CONTRACTOR OVERFLOW WEIR AT THE SAME HEIGHT, SUPPORTING A MINIMUM 300 POLE SHALL BE 42" ABOVE 2• THE OVERFLOW PIPE ASSEMBLY SHALL BE DESIGNED BY POUND CONCENTRATED LOAD TANK ROOF GRADE i i TYP. THE TANK CONTRACTOR AND SUPPORTED AT THE 3'-0" 2• LADDER RUNG SPACING SHALL 2• GRAB POLE SHALL WEIGH I I SIDE VIEW PROPER INTERVALS WITH SUITABLE BRACKETS. QUANTITY NOT EXCEED 12 INCHES ON LESS THAN 10 POUNDS I I TANK ROOF AS NECESSARY TO ACCOMODATE FULL WEIGHT OF CENTER 3. GRAB POLE ASSEMBLY OVERFLOW STRUCTURE 3. ALL SURFACES SHALL BE SMOOTH SHALL BE NSF-61 CERTIFIED. 37" INSIDE DIAMETER 3• CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR SJWC FRONT VIEW AND FREE OF SPLINTERS, SHARP r' APPROVAL PRIOR TO CONSTRUCTION. EDGES AND BURRS 4• THE CONTRACTOR SHALL AVOID MAKING ANY CUTS AND ELEVATION VIEW WELDS AT WELD SEAM LINES. SECTION VIEW TANK OVERFLOW PIPING SECTION 1 INTERIOR LADDER DETAIL 2 ROOF VENT DETAILS 3 NOT TO SCALE 7 NOT TO SCALE 7 NOT TO SCALE 7 ROOF HATCH NOTES SAFETY GRATE NOTES 5 HATCH SAFETY GRATE � 40 I• CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH I• CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH ENGINEER'S STAMP FOR APPROVAL BY GUARDRAIL NOTES ALUMINUM HINGE ENGINEER'S STAMP FOR APPROVAL BY SJWC PRIOR TO SJWC PRIOR TO CONSTRUCTION. THE DESIGN SHALL COMPLY WITH THE MOST RECENT VERSION CONSTRUCTION. OF AWWA DIOO STANDARDS AND OSHA CODES. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH ENGINEER'S STAMP FOR APPROVAL 2. USE RUBBER GASKETS/ISOLATION KITS WHERE 2. USE RUBBER GASKETS/ISOLATION KITS WHERE ATTACHING OR CONNECTING DISSIMILAR METALS BY SJWC PRIOR TO CONSTRUCTION. -- ---------------------- -- ATTACHING OR CONNECTING DISSIMILAR METALS 3• GRATING PANEL SHALL BE CAPABLE OF SUPPORTING A MINIMUM LOAD OF 300 POUNDS PER 2. ALL GUARDRAILS SHALL BE CAPABLE OF SUPPORTING A SINGLE CONCENTRATED LOAD Ir_-��- - -- -------- -�-_-, TYP. 3. LIFTING FORCE REQUIRED TO OPEN HATCH LID SHALL SQUARE FOOT (PSF). OF 200 POUNDS AT ANY POINT ALONG THE GUARDRAIL APPLIED IN ANY DIRECTION. I i I NOT EXCEED 35 POUNDS. IF LID ASSEMBLY EXCEEDS 4. GRATING PANEL AND ANY PAINT APPLIED TO IT SHALL BE NSF-61 CERTIFIED. 3. POSTS SHALL BE WELDED 4" MINIMUM AWAY FROM ANY EXISTING WELD SEAM LINES NI�I LIFT SUPPORT MECHANISM THIS THRESHOLD, LIFT SUPPORT MECHANISM WITH 5• LIFTING FORCE REQUIRED TO OPEN HATCH SAFETY GRATING SHALL NOT EXCEED 35 POUNDS, , I WITH STAINLESS STEEL STAINLESS STEEL SPRINGS SHALL BE INSTALLED. 6. HATCH AND PANEL SHALL BE EQUIPPED WITH A HOLD-OPEN DEVICE THAT LOCKS THE GRATING II IIII SPRING, REQUIRED ONLY 4. HATCH SHALL BE WEATHER-TIGHT AND PREVENT PANEL IN THE FULL OPEN POSITION. IF LID LIFTING FORCE INSECT INTRUSION. 7• CONTRACTOR SHALL ENSURE A MINIMUM CLEARANCE OF 30" BETWEEN LADDER RUNGS AND STEEL GUARDRAIL AROUND 11 II EXCEEDS 35 POUNDS. TANK PERIMETER, POSTS II 1I1i11 SEE NOTES 2 AND 3. 5. ALUMINUM LID SHALL BE CAPABLE OF SUPPORTING SAFETY GRATE IN THE UPRIGHT AND LOCKED POSITION INSTALL GUARDRAILS WITH POSTS 8' WELDED TO ROOF HOLD-OPEN ARM WITH 1 °III 8 O.C. (MAX) PEDESTRIAN LOADS MAX O.C. AND 4" TOEBOARD AROUND GUIDE BRACKET AND — iili i 40" PERIMETER OF TANK. II GRIPPABLE HANDLE --1°ill --- SUPPORT HINGE WELDED N _-____-- _____-_-___ _ __ TO HATCH RISER J -� I JI I 316" PLATE WITH 9 11 o I` GUARDRAIL I-I/q DIA STEEL PIPE (TYP.) TYP, Ii i1 TYP. HOLE FOR PADLOCK it \ �yi - 4 TOEBOARD 1 1 I I 5 , , I I „ 2" MIN TO HATCH FRAME, o a I 1 I I HATCH SAFETY GRATE I II 36 I TYP. ALL SIDES ~z 1 II 7 I HATCH LID = 0 6 II I II 11 11 11 3 " STEEL SKIRT LOCK HINGE (SEE HATCH Qll '` TYP. TANK ROOF 6" D-RING ANCHORAGE PLATE FOR o I1 II �6 1 cv II 11 HARNESS ATTACHMENT (2). WELD 11 II SAFETY GRATE DETAIL 1 II ~ J11 TO TANK ROOF AND PAINT PER TANK KNUCKLE I ON THIS SHEET) , wSTEEL PLATE TOEBOARD, L---------------------------J ii F- ii SJWC SPECIFICATIONS. TO BE TANK ROOF , I/4„ MAX TANK SHELL ---------------------------- ALUMINUM 4" TALL MIN HATCH LID 2 „ II z 11 8 DESIGNED BY TANK CONTRACTOR, CLEARANCE BETWEEN ROOF 1 I w 1 LOCATION TBD IN FIELD BY SJWC. 3/16" PLATE WITH 9/16" HOLE FRONT VIEW SIDE VIEW TOP VIEW FOR PADLOCK ALUMINUM HATCH SAFETY---I 1 $ GRATING PANEL WITH 6"x6" I 11 ARM GUIDE BRACKET II i�vr_=-===_�rr� 11 GRATE SUPPORT GRID SPACING, TO BE II ;,I I,, 11 DESIGNED BY TANK 11 11 II 11 WELDED TO CONTRACTOR IL======L =_ _ _�1====== 1 HATCH FRAME ROOF GUARDRAIL DETAIL HOLD-OPEN ARM 6 ALUMINUM LID MUST EXTEND RELEASE HANDLE DOWN AROUND FRAME 2" MIN WEATHERTIGHT GASKET i I ALUMINUM LID 7 INTERIOR LADDER INSTALL CENTER NOT TO SCALE 7 LIFT SUPPORT MECHANISM, SEE DIA HANDLE SEAL AROUND HATCH FRAME NOTES 2 AND 3 PERIMETER. SEE NOTE 4. HOLD-OPEN ARM TO 2 N 3/1 ALLOW LID TO OPEN TO TOP VIEW /6 PLATE WITH 90° MIN OF ROTATION N --- ------------- --------- ALUMINUM 9/16" HOLE FOREEBMa 1 HATCH FRAME, PADLOCK ALUMINUM ' 'o ------------------- BUDGET R-5713 I rI FRAME Y 1 GRATING PANEL WITH 1- I 9 TALL HATCH SAFETY LIFT SUPPORT o� _ 6"x6" SPACING rjjj SAN JOSE WATER STEEL MECHANISM, SEE I 1 TYP. r` = II II li 411 =i TYP. TYP, SKIRT NOTES 2 AND 3 `� TANK ROOF r�l� air 1 O �I4 III I ll� `Il I ill' w I 1 STEEL SKIRT, WELDED MANN STATION IMPROVEMENTS STEEL SKIRT, WELDED TANK ROOF FRP GRAB BARS ON IIr=====_� 12 MAX BETWEEN D„ „y&B•ab,Y•„ak,111 TO TANK ROOF �q1 I� TANK ROOF AND "B=�•°v°°•^®...a,.�m, AS STAMP ONLY INTERIOR LADDER S IIJ� TO TANK ROOF EACH SIDE OF LADDER L II FIRST RUNG �'�00.Bae .,D-jatr,DC=.. SECTIONS AND DETAILS 7 L4� I BOLTS ALUMINUM FRAME °.A 3°'Uz 0T00' BOLT ALUMINUM FRAME SIDE VIEW TO STEEL SKIRT WITH REF.NOS. TO STEEL SKIRT WITH GASKET INSULATION. SEE FRONT VIEW FRONT VIEW GASKET INSULATION. SEE QROFEss,oN NOTES 2 AND 4 NOTES 2 AND 4 0� SOHN / DIRECTOR OF EH&5 / DATE SM• 202 k BY , RJ Y C N0.84762 m DIRECTOR OF OPERATIONS / DATE ROOF ACCESS HATCH DETAILS 4 HATCH SAFETY GRATE DETAIL 5 A CHECK / DATE Exp.�L?1122 � EST.NO. NOT TO SCALE 7 NOT TO SCALE CIVIL �Q CHECK / DATE DIRECTOR OF PLANNING / DATE � 9TF0 AUF(3 1 RJY 4/30/21 CITY COMMENTS CO 512547 DIRECTOR OF ENGINEERING / DATE SCALE NO. BY DATE REVISION CK DATE AS SHOWN ASSISTANT CHIEF ENGINEER / DATE SHEET 7 OF 25 Community Development Department -- STAIRWAYNOTES Planning Division - Cuper�-99NG FOR CONNECTION I. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE CUPER INo APPROVED TO SAFETY HARNESS /� �x �� AND SHAPE ANCHOR POINT NOTES / I/4"R LOS �� 2. STAIRWAY, PLATFORM, TREADS, CONNECTIONS AND FRAMING Cas # DIR- 1- ,� CURVE, Nw= SHALL BE DESIGNED BY TANK CONTRACTOR, AND COMPLY I. ANCHORAGE PLATE AND D-RING TO BE DESIGNED HANDRAILS TO TYP. ALL WITH APPLICABLE 2019 CBC STANDARDS. CONTRACTOR ApplicationNumber(s) BY TANK CONTRACTOR. TANK CONTRACTOR ROOF EXTEND 12" PAST GUARDRAILS i TREADS SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY SJWC SHALL SUBMIT SHOP DRAWINGS FOR SJWC LAST RISER AND I I PRIOR TO CONSTRUCTION. App oval Body: Director/ Staff APPROVAL PRIOR TO CONSTRUCTION. RETURN TO POST I I I I I I I 2. DESIGN ANCHOR POINT PER OSHA STANDARD 1910. i App oval Date 08/17/21 F 3. ANCHORAGE PLATE, D-RING AND WELDED l� STAIR TREAD CONNECTION TO TANK SHALL BE CAPABLE OF �I" NOSING 11" MIN Sign tore JeffreyTsumura SUPPORTING AT LEAST 5,000 POUNDS, OR A - 12" \ Case Manager LOAD IN ACCORDANCE WITH OSHA STANDARD AND �\ TYP. 11 41 11 11 11 1111I I /� ` AS DETERMINED BY A STRUCTURAL ENGINEER. 2.75 MIN 4. TANK CONTRACTOR SHALL PROVIDE STRUCTURAL � �� 4.5 CALCULATIONS FOR ANCHORAGE OR SHOW ON STAIRWAY _ SHOP DRAWINGS THAT OSHA LOAD REQUIREMENTS i ---- I PLATFORM � �� I TANK PLATFORM WITH NON-SLIP ROOF GUARDRAILS, INSTALLED ARE MET. 00 1-1/4" DIA I 1.5 MIN 6 TOP VIEW 5. FINAL LOCATION OF ANCHOR POINTS SHALL BE 3 - GUARDRAIL AND 3.0" MAX BAR GRATING SURFACE, TO BE AROUND ROOF PERIMETER, 7 DETERMINED IN THE FIELD BY SJWC. HANDRAIL(TYP.) / DESIGNED BY TANK CONTRACTOR 42" TALL WITH POSTS 8' O.C. i STAIRWAY GUARDRAILS / MAX AND 4" TOEBOARD TANK KNUCKLE i AND HANDRAILS `� AND ROOF JOINT (SEE SIDE VIEW) - -- -------------------- D-RING INSTALL STAIR STRINGER �-_� _.� INTERIOR SIDE TANK 4 TRANSITION FROM ALONG LENGTH OF BOTH ,I HANDRAIL TO LIGHT 22 HANDRAILS SUPPORTED STAIRWAY EDGES 11= - '�� TANK SHELL - RETURN TO POST BY ANGLES WELDED TO ANCHORAGE PLATE AND =+' c--- II" z --------- TANK, TO HANDRAILS BAR GRATING STAIR TREADS WITH ---� SUPPORTED BY POSTS ANCHORAGE PLATE, TO BE D-RING SHALL BE SURFACE c9 I" WIDE MIN VISIBLE ABRASIVE , (TREAD - _ TANK SHELL GALVANIZED STEEL OR SAME PREPARED, PRIMED AND - NOSING FOR SLIP PROTECTION 'I==- 12" LENGTH) _ _ 3 CLEAR , BOLTED OR WELDED TO MATERIAL AS TANK SHELL. N Qo PLATFORM WIDTH HANDRAILS TO OUTSIDE OF STAIR PAINTED PER STANDARD rn - INSIDE RAIL SUPPORTS TO RESERVOIR PAINTING AND BE WELDED TO TANK. TO BE DESIGNED BY EXTEND 12" BEYOND STRINGER, TO BE COATING SPECIFICATIONS. SUPPORT BRACKETS FROM 100 STAIR TREAD WHERE INNER SIDE OF TANK CONTRACTOR LAST RISER DESIGNED BY TANK STEEL STRINGER TO TANK --- STAIRWAY IS OPEN AND CONTRACTOR TYP. SHELL, TO BE DESIGNED BY OUTSIDE RAIL PRESENTS A FALL TANK CONTRACTOR. 16'-7"± --- SUPPORT POST TO 3 HAZARD, INSTALL SUPPORT ALONG OUTER STRINGER 48" CLEAR—I r g'-6" MAINTAIN 1.5" 1.25" DIAMETER BE DESIGNED BY POST TO BE BOLTED OR TANK CONTRACTOR. 4 WELDED TO OUTSIDE OF CLEARANCE BETWEEN HANDRAIL ° TO BE BOLTED STAIR STRINGER. TO BE HANDRAIL O.D. AND 1.25" DIAMETER MID TANK ROOF - OR WELDED TO DESIGNED BY TANK SIDE VIEW OUTSIDE OF STAIR CONTRACTOR. ANY OTHER SURFACE AND TOP RAIL CONCRETE 2 STRINGER (TYP.) FRONT VIEW LANDING �o SIDE VIEW ANCHOR POINT DETAIL 1 STAIRWAY DETAIL 2 STAIRWAY PLATFORM DETAIL 3 NOT TO SCALE 8 NOT TO SCALE 8 NOT TO SCALE 8 12"xI2"x6" WEATHERPROOF S. S. BOX W/ HATCH LOCK WATER LEVEL TRANSMITTER, 4" CPLG, STD GALV GFI RECEPTACLE ROSEMO4-20m0UNT ANALOG ESIGNA8L8 OUTTH PUT & WEATHER PROOF I1 SST MOUNTING BRACKET WATER MOUNTED ON BOX 4" NIPPLE, CLOSE, LEVEL 0-30 FEET; 2088-G-1 '1 STD GALV INSTALL 4" MALE# -S-22-A-I-0-M5-B4-KB-Q4 NST, POWHATAN14-146 OR I�� POWER TO MCC IPTxMALE I FURNISHED AND INSTALLED BY 4" 90° ELBOW, DI, FLG EQUAL �I GENERAL CONTRACTOR TYP, TANK SHELL INSTALL 4" NST CAP W/ 0 MOUNTING BRACKETS STEEL COLLAR WELD PLATE AS II II II CHAIN, POWHATAN #17-126 REQUIRED. TO BE DESIGNED OR EQUAL o 0 o MOUNT ON BOX BY TANK CONTRACTOR 6 / I o 0 o (IN COPPER TUBING (INSULATE EXPOSED TUBING) 4" NST HOSE CAP WITH CHAIN, 4" DIA x 6" DRAIN NOZZLE, PREPARE SURFACE AND PAINT ABOVE (A CORP STOP POWHATAN #17-126 o WELD TO TANK SHELL OR APPROVED EQUAL EX BUDDING GROUND PIPING PER ABOVE GRADE NEW " DI H-15025) PAINTING SPECIFICATIONS, SECTION 09900 I NEW DIAMETER I TANK PENETRATION 4" MALE HOSE NIPPLE _ AND WELDED HALF (NPT X NST) �" COUPLING POWHATAN #14-146 OR TYP. APPROVED EQUAL EX GROUND 4" BUTTERFLY // //\//\//\//\//\�/ TYP. B VALVE, DI, FLG EXISTING�� TANK FLOOR /j /j//j\//�\//�� TO NEW MCC TENSION 4 DICL PIPE, PExPE, LENGTH TBD IN FIELD. CABLE 2.3'± OF 4" DICL 4" TEE, DI, MJxFLG 1/2" FLARE NUT, BRASS CONCRETE RING (CUT AND REMOVE 2'± 1/2" UNION, CU X MPT, BRASS FOUNDATION O OF EX 4" DICL PIPING) SERVICE/STOP, FPT/ER HBRASS 4" ELBOW 90° , 4" GATE VALVE, BB DI, MJxFLG DI, FLGxMJ 4" TRANSFER NOZZLE DETAIL 4 ABOVE GRADE CONNECTION DETAIL 5 WATER LEVEL TRANSMITTER DETAIL 6 NOT TO SCALE 8 NOT TO SCALE 8 NOT TO SCALE 8 WELDING PLATE ON TANK FLOOR TANK FLOOR ---------------- --------------------------------------—7 1/2" NIPPLE, BRASS � --————————---- ————————————————————————————--—————— I/2" ELBOW, 90 STREET, BRASS / 1/2" ELBOW, 90° , BRASS I II z WEATHERPROOF SS FLY SCREEN BASKET U X "x "x " WITH Lij � CONDUIT AND SIGNAL HATCH LOCK (TYP) LIJ 3/4" LIJ 'SCA WELDING PLATE BY ELECTRICA FROM L CONTRAOCTORPLC , WIRE CABLE CLAMP AIR RELEASE VALVE: BOTTOM FLUSH CLEAN OUT NEW 6" BEYOND TO TANK SHELL SEE ELECTRICAL DRAWINGS STRUT CHANNEL, APCO 5-50 FACE OF CONCRETE RING FOUNDATION FLUSH WELD TO TANK FACE OF CONC. RING FOUNDATION PER TANK AND FOUNDATION DESIGN CLEANOUT STEEL TANK _F 1/2" NIPPLE, BRASS 3" NOZZLE WELDED TO COVER PLATE - FLANGE AND COVER PLATE FLANGE AND COVER NECK ® ® - 3/4" X 1/2" REDUCER, BRASS FLUSH WITH BOTTOM OF TANK, WITH 3" �I WITH GASKET BOLTS AND NUTS PLATE WITH GASKET TANK SHELL ROO IF GATE VALVE AND CAP. OFFSET FROM BOLTS AND NUTS _ - 3/4" CORP STOP, MEULLER #H-10013 CENTER TO ALLOW ADDITIONAL 2'x3'x3' DEEP CATCH BASIN 3" NOZZLE WELDED TYP. I" MALE NPT WELDED ACCESSIBILITY TO CATCH BASIN BELOW. WITH CAST IRON GRATE TO COVER PLATE TO STEEL TANK 3/4" TEE, STD., BRASS 3" NST HOSE CAP, W/ CHAIN OVERFLOW HEIGHT CAP END, BRASS III F 3" GATE VALVE, DI, FLG POWHATAN #17-126 OR EQUAL n 3" MALE HOSE NIPPLE (NPTxNST) - (HEIGHT TO BE VERIFIED = 3/4" NIPPLE, BRASS FLUSH CLEAN OUT PLAN VIEW POWHATAN #14-146 OR EQUAL IN THE FIELD) 3/4" BALL VALVE, BRASS = 3/4" COUPLING ON SPACER NOT TO SCALE FLG X NPT (FIP) 7 HIGH WATER LEVEL ❑ TANK SHELL FINISHED � ° TANK CONCRETE - ALARM La9.2' GRADE FOUNDATION AIR VALVE DETAIL \ \ \ \ MAX OPERATING 9 SEE WELDING PLATE / ///////// = LEVEL @ 8.9' FLOAT SWITCH W/ CABLE WEIGHT, MODEL NOT TO SCALE 8 SECTION 4 SJE PUMPMASTER 1047427 (RHOMBUS). VIEW FLANGE AND COVER 14" HDPE PIPE, WITH 2 CONTACT SJWC'SNT OPERATIONS ER DIRECTIONS PLATE WITH GASKET NON-SHRINKING GROUTDo BOLTS AND NUTS AROUND PIPE 0 0 0 2'x3'x4' DEEP PRECAST BUDGET R-5713 0 0,�,- __=_\\\0 CONo BASIN - WITH CAST IRONRETE GRATEMECHANICAL LEVEL FLOAT SWITCH DETAIL 0 0 8 f jj SAN JOSE WATER 11 II NOT TO SCALE 8 _ ',L SECTION VIEW ______ MANN STATION IMPROVEMENTS FLUSH 0 0 0 0 0 o BOTTOM PLATE NOT TO SCALE AS-BUILT STAMP ONLY SECTIONS AND DETAILS CLEANOUT NECK BOLTS AND NUTS FLUSH CLEANOUT NOTES REF.NOS. FLUSH CLEAN OUT FRONT VIEW 1. TANK CONTRACTOR SHALL DESIGN AND BUILD THE FLUSH CLEAN OQROFESS/0,yq DIRECTOR,ENVIRONMENTAL HEALTH & SAFETY/DATE OUT PER LATEST AWWA STANDARD D-100-II AND DDW CODES. � SOHN y � SM: 202 NOT TO SCALE 2. INSERT AND DOUBLER SHALL BE ROLLED TO TANK INSIDE RADIUS y�, Q� F�/ti�`�� BY RJY 3. TACK WELD NUTS AT BOTTOM EDGE OF FLANGE. a 4. FLUSH CLEAN OUT SHALL BE THERMALLY STRESS RELIEVED PER w No.84762 m DIRECTOR,OPERATIONS & TREATMENT/DATE � A API-650 AFTER FABRICATION. I _F_G_F_N__D * Exp. .131129 CHECK / DATE�t EST.NO. CIVIL T ASSISTANT CHIEF ENGINEER,PLANNING/DATE FLUSH CLEANOUT DETAILS 7 VALVE CALLOUTS FOR NEW VALVES, SEE SHEET 5 TF0 CAvF�� 1 RJY 4/30/21 CITY COMMENTS CHECK / DATE CO 512547 NOT TO SCALE 8 2 RJY 7/1/21 CITY COMMENTS (RD 2) SCALE DIRECTOR OF ENGINEERING,SPECIAL FACILITIES/DATE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER/DATE SHEET 8 OF 2S Community Develop t Department 29e67'± (TO BE FIELD VERIFIED) Planning Division - Cupertino CUPER INo APPROVED I" DIAMOND MESH, 9-GAUGE HORIZONTAL BRACE 1-5/8" PIPE WITH GALVANZIED WIRE, WOVEN TWISTED BARBED CLAMPS TO CORNER POSTS. PLACE ON Cas # DIR-2021- 03 SELVAGE AT TOP INTERIOR SIDE OF SITE __—__ pplcatlon umb r( AND BOTTOM OF ��'' '�� 2-3/8" O.D. GALVANIZED BALL & SOCKET FENCE STEEL S DES LINE SWING POSTS FORTYPE HINGE(TYP) I 2-3/8" MIN GALVANIZED ` App oval Body: irector/Sta _ _ - - --------- ----------------- - - -- _, STEEL LINE POST '� \` TWISTED BARBED o / 2-3/8" MIN �v EMBEDDED IN CONCRETE / App oval Date 08/17/21 ^ w GALVANIZED _ / SELVAGE AT TOP w o w / STEEL CHAIN LINK FENCING NOTES AND BOTTOM OF Sign tore Jeff Tsumura I +' w L' = o I / POST � i � n w Cv J - i ------- FENCE Case Manag r Cr m Cn —_------- --4-1:_ _._._..' I N ; �1 I, CONTRACTOR SHALL VERIFY FENCE ``�'�:;, AND HOLES, o > I� o , I" MIN, , DIMENSIONS ON SITE TI o I 2" MAX I 2° WRAP 10 MIL DIELECTRIC TAPE AROUND THE -5/8" PIPE � CONTRACTOR SHALL REMOVE EXISTING ROOF o CONOCRETOE I BASE OF EACH POST EMBEDDED IN VENT (2 TOTAL) AND INSTALL REPLACEMENT I I �.: ' FINISHED I CONCRETE, 3" ABOVE AND 3" BELOW THE - HOODED EXHAUST FAN ASSEMBLY, ;` i SHALL BE z GRADE I TOP OF CONCRETE -.=-_=---- TRIM CHAIN TO CROWNED I � TRUSS LENGTH, INSTALL GREENHECK MODEL RCE3-24-424-B5. SEE z I 3. FENCING MESH SHALL BE GALVANIZED AND TO SHED ROD PROTECTIVE NYLON HAVE A BLACK VINYL FINISH COATING, / REINSTALL VEOVER EXISTING I ELECTRICAL PLANS FOR ELECTRICAL o I � WATER � � - POSTS AND APPURTENANCES SHALL BE PADLOCK I CONNECTION TO FAN MOTOR, - � � / I / GALVANIZED AND POWDER COATED BLACK. 4. FRAMEWORK OF GATE AND HAND HOLES 7-GAUGE B 0 T T 0 M SHALL BE WELDED. HORIZONTAL BRACE, I I �_______________ � '"�" �' �� 12" D I A,,... � ,' I � •. 'I I TENSION WIRE FENCE POLE—a, ��' (TYP,) 2 CHAIN LINK FENCING -5/8" PIPE I I I '.I.L.. (TYP.) (TYP.) i s ALONG REAR OF SITE ————— MINIMUM POST DIMENSIONS I I CONTRACTOR SHALL REMOVE EXISTING � � � �� I" DIAMOND MESH, I I ' I 5V: 12H WOODEN SHINGLES° INSTALL NEW �� ,, LINE POST: 2-3/8" O.D. MIN 9-GAUGE GALVANZIED u ROOFING WITH FIBERGLASS REINFORCED 10'-0" O.C. MAXIMUM END/CORNER POST: 2-7/8" O.D. MIN WIRE 4'-C ROOF SLOPE FELT UNDERLAYMENT. REFER TO I ROOFING NOTES ON THIS SHEET. I I I CHAIN LINK FENCING DETAIL 2 SINGLE SWING GATE DETAIL 3 H- ROOFING NOTES NOT TO SCALE 9 NOT TO SCALE w 9 o1. CONTRACTOR SHALL SUBMIT ROOF VENT SHOP DRAWINGS, w FASTENING AND FLASHING DETAILS FOR SJWC APPROVAL PRIOR z CD TO ORDERING MATERIALS w o io 2. CONTRACTOR SHALL ASSUME SHOWN ROOF SLOPES AND 4° o- I _ DIMENSIONS FOR BID PURPOSES ONLY. SLOPE AND DIMENSIONS o m SHALL BE FIELD VERIFIED PRIOR TO ORDERING MATERIALS. ~ I I 3. CONTRACTOR SHALL REFER TO HAZARDS COMMUNICATION SURVEY PREPARED BY ERRG FOR INFORMATION ON MATERIALS Cv IN THE EXISTING ROOFING AND REQUIREMENTS FOR REMOVAL. Ln VAPOR BARRIER PAPER MUST BE REMOVED AND DISPOSED OF I I BY A CERTIFIED ASBESTOS ABATEMENT CONTRACTOR. I I 4. COPPER METAL, GUTTERS, DOWNSPOUTS, AND ASPHALT SHINGLES Ix6 VERTICAL BOARDS, INSTALL WOODEN FENCING NOTES WITH COPPER GRANULES SHALL NOT BE USED. 2x6 TOP AS "BOARD-ON-BOARD" PATTERN, WITH " OVERLAP MAX 1. WOOD FENCE POSTS AND KICKER BOARD SHALL BE OF NATURALLY DURABLE OR I 5. ROOFING AND UNDERLAYMENT SHALL BE INSTALLED DIRECTLY 2x4 TOP RAIL, WITH Ix4 4x6 FENCE POST PRESERVATIVE-TREATED WOOD (CBC 2304.11.2.7). WOOD POSTS SHALL BE NO. 2 OVER PLYWOOD SHEATHING PER INDUSTRY STANDARDS. TRIM ON OPPOSITE SIDE (6x6 AT END/CORNER -- - FOUNDATION-GRADE REDWOOD, OR PRESSURE-TREATED DOUGLAS FIR-LARCH NO. 2 (SEE NOTE 5) POSTS) ��'� 4x6-`. OR BETTER. 6. THE SHINGLES SHALL BE COOL ROOF RATED, CLASS A BURN WOOD 2. PRESERVATIVE TREATMENT MUST BE APPLIED TO THE ENDS OF WOOD POSTS RATED, 50-YEAR ASPHALT COMPOSITION SHINGLES. SHINGLE ,' POST `� BURIED IN THE GROUND. PRODUCT SHALL HAVE A MINIMUM AGED SOLAR REFLECTANCE %c� ,' `� 3. SET WOOD POSTS IN 12-INCH DIAMETER CONCRETE FOOTING EXTENDING AT LEAST OF 0.2 AND A MINIMUM THERMAL EMITTANCE OF 0.75, OR A // BOTTOM ` 36 INCHES INTO UNDISTURBED NATURAL GROUND OR PROPERLY COMPACTED FILL. MINIMUM SOLAR REFLECTANCE INDEX (SRI) OF 16. 2x4 / RAIL 2x6 4. ALL WOOD MATERIALS SHALL BE TREATED WOOD, OR WOOD OF A NATURAL _ MIDRAIL / KICKER RESISTANCE TO DECAY. WOOD MATERIALS SHALL BE FREE FROM LOOSE KNOTS, 7. SHINGLES TO BE OWENS CORNING TRUDEFINITION DURATION MAX, o ((ONE CRACKS AND OTHER IMPERFECTIONS. COLOR MOUNTAINSIDE (PRODUCT 0890-0016A) OR APPROVED i 5. ALL RAILS SHALL BE REDWOOD OR DOUGLAS FIR, STANDARD GRADE. RAILS SHALL EQUAL. 1 " BE VISIBLE ON STATION SIDE, WITH TRIM PLACED ON NEIGHBORING PROPERTY SIDE. 6. WOOD FENCE PICKETS SHALL BE REDWOOD, DOUGLAS FIR OR APPROVED EQUAL. o 1 I PICKETS SHALL BE BETWEEN 5/8" AND I" THICK AND 6" WIDE MAX. J L SLOPE I f`..'. w_ ^ CONCRETE z I 7, SCREWS SHALL BE USED FOR ALL STRINGER AND KICKER CONNECTIONS TO POSTS. +' w w CONTRACTOR SHALL REMOVE EXISTING ROOF AWAY FROM I �:-: EX. GRADE 8. NAILS AND/OR SCREWS USED AT ALL WOOD-TO-WOOD CONNECTIONS SHALL BE �' w VENT (2 TOTAL) AND INSTALL REPLACEMENT x POST ALL I z i STAINLESS STEEL OR GALVANIZED° HOODED EXHAUST FAN ASSEMBLY, AROUND 9. CONCRETE CAST-IN-PLACE PIER FOUNDATIONS SHALL HAVE A MINIMUM STRENGTH m w RA L WITH KICKER AROUND OF 3000 PSI. it O > GREENHECK MODEL RCE3-24-424-B5. SEE BOTTOM TRIM BOARD ' ELECTRICAL PLANS FOR ELECTRICAL :l C:'. ON OPPOSITE �� U CONNECTION TO FAN MOTOR. U�:. SIDE (SEE � U:�. � FPOST NOTE 5) ��_ A ��\\ 12" DIA. �� /�,' MINIMUM POST DIMENSIONS (TYP°) (TYP LINE POST: 4x6 8'-0" O.C. MAXIMUM _ END/CORNER POST: 6x6 TOP VIEW `� -----' ROOFING AND VENT REPLACEMENT DETAIL 1 WOODEN FENCING DETAIL 4 NOT TO SCALE 9 NOT TO SCALE 9 FINISHED GRADE III= III= III= III= III= =III D' _ =III -III =III =III U Z III= ANGLE II= =III 00 III= STOP III= - =it =1i1 METER BOX, SIZE APPROPRIATELY II= BY PIPE SIZE PER SJWC MATERIAL =III SPECIFICATION LIST (MSL) III 111= III= = III= =11 =III =III ITI -III INSTALL TRACER WIRE PER SJWC 3/4" CORP STOP, NOTES: STD MAIN-TW INSTALL PER SJWC (Z STD SER-Ic GENERAL CONTRACTOR SHALL INSTALL PIPING TO PRESSURE RECORDER AND PRESSURE CUT-OFFS° 3/4" COPPER ELECTRICAL CONTRACTOR SHALL INSTALL PRESSURE PIPING RECORDER, s 1/2" CORP STOP, MUELLER 2) FOR SENSING LINE CONNECTIONS WHERE CORP STOP EXISTING 14" s H-10013, INSTALL WITH ADEQUATE IS BELOW GRADE, REFER TO DETAIL 7 ON THIS STEEL PIPE SPACING TO ALLOW UNBOLTING SHEET. ABOVE GRADE CONNECTIONS WILL NOT OF EXISTING COUPLINGS REQUIRE AN ANGLE STOP OR METER BOX AT CONNECTION POINT. BELOW GRADE SENSING LINE CONNECTION DETAIL 7 °00 1/4" SNUBBER PRESSURE, NOT TO SCALE 9 RAY OR EQUAL 1/4" NIPPLE, STD., BRASS I/4" VALVE, GLOBE, STD. 1/4" FLARE NUT, BRASS ° (ABOVE GRADE) BOOSTER DISCHARGE 1/4" COPPER TUBING MERCOID Li 7SYSTEM ;; OR PITBUDGET R-5713 HIGH-PRESSURE CUT-OFF NOTES 1/2" COPPER PIPE (TYPE I/4" NIPPLE, STD., BRASSf jj SAN JOSE WATER K) TO PRESSURE VARIES x 1/4" REDUCER, STD BRASS 1. ROUTE HIGH PRESSURE CUT-OFF LINES INTO CABINET, SEE PLAN BOOSTER COUPLING, SIZE VARIES, MUELLER #15425 EXISTING GRATED TRENCH, CUT GRATE AS VIEW ON SHEET 5 SUCTION MANN STATION IMPROVEMENTS NEEDED. ANCHOR COPPER PIPE TO CONCRETE COPPER PIPE (TYPE K) TO SEE ELECTRICAL DRAWINGS FOR TRENCH WITH UNISTRUT CLAMPS AND PRESSURE CABINET, ADDITIONAL DETAIL AND PIPING AS-BUILTSTAMP ONLY SECTIONS AND DETAILS STAINLESS STEEL BOLTS AT 10' MIN SEE PLAN FOR SIZE WITHIN PRESSURE CABINET INTERVALS, AS NEEDED°2. SENSING LINES WILL BE REDUCED DOWN TO °° °° PRESSURE SENSING LINE: REF.NOS. 1/4" BEFORE ENTERING THE PRESSURE CABINET ° OFESS/ 3/4" CORP STOP, H- S000 QR �N DIRECTOR,ENVIRONMENTAL HEALTH & SAFETY/DATE 3e SEELELE�TRICgAILDRAW NGS 6 ON HIFORHPRESSURE EET. ° °a `° HIGH PRESSURE CUT-OFF LINES: ��0� �OHN yF��l�� BY CABINET DETAILS. a ° ° 1/2" CORP STOP, H-10013 �� 'y RJY SM: 202 w N0.84762 m DIRECTOR,OPERATIONS & TREATMENT/DATE M CHECK / DATE HIGH PRESSURE CUT-OFF DETAIL 5 PRESSURE LINE INSTALLATION DETAIL s * EXP. .131129 T EST.NO. 9 NOT TO SCALE 9 s�gTF CIVIL o ASSISTANT CHIEF ENGINEER,PLANNING/DATE NOT TO SCALE OF CAIXF I RJY 4/30/21 CITY COMMENTS CHECK / DATE CO 512547 2 RJY 7/1/21 CITY COMMENTS (RD 2) DIRECTOR OF ENGINEERING,SPECIAL FACILITIES/DATE SCALE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER/DATE SHEET 9 OF 25 Community Development Department Planning Division — Cupertino BOOSTER REPLACEMENT NOTES CUPERI INN APPROVED le CONTRACTOR SHALL SUBCONTRACT WITH PUMP Cas # DIR-2021-003 REPAIR SERVICES, INC, TO REMOVE AND REPLACE ApplicationNumber(s) EXISTING BOOSTER #3 2, INSTALLATION OF NEW BOOSTER SHALL BE COORDINATED WITH THE ELECTRICAL App oval Body: Director/StaffSUBCONTRACTOR'S INSTALLATION OF NEW MCC App oval Date 08/17/21 AND PANELS, Sign 3ture Jeffrey Tsumura Case Manager BOOSTER SPECIFICATIONS B3 1 — TOP DRIVE PUMP (B3): FLOWSERVE MODEL 12EHL — 5 STAGE VERTICAL TURBINE PUMP 8"-150# INLET 8"-150# DISCHARGE FLANGE 75 HP, 1775 RPM, 460 VOLT MOTOR INVERTER DUTY RATED, VSS 1050 GPM @ 230' TDH STAIRWAY ENCLOSURE 2 ALL PUMP MATERIALS AND COATINGS 4'x5' CONCRETE PAD, 8" FENCING, POSTS 8' O.C, 9 SHALL BE NSF 61 CERTIFIED. THICK WITH #4 REBAR @ 12" MAX 6' MAX 00 O.C. BOTH WAYS 8'` 8, I 0000 BALL & SOCKET 8" DICL ANGLE BETWEEN SUCTION AND DISCHARGE IS 5 3 $ O X�X'X x X X X O x X�X TWISTED BARBED TYPE HINGE(TYP) TANK I50° ±. CONTRACTOR SHALL FIELD VERIFY x/ w �X�X SELVAGE AT TOP SHELL ANGLE OF EXISTING DISCHARGE PIPING AND / 2 AND BOTTOM B3 DISCHARGE BOLT PATTERN WILL INSTALL PROPERLY PRIOR STAIRWAY O x/x 5 TANK STAIRWAY 8 O TO ORDERING 3 z -----__- ENCLOSURE I I" DIAMOND ` �o GATE 2 MESH, 9-GAUGE EXISTING 8" x / 9 GALVANZIED GATE VALVE WIRE, WOVEN TO REMAIN w 48° }/ 6 x4" HANDCHOLESR LOND 3 MIN EX CONCRETE 44" MAN / FACE OF EX CHAIN, 1-5/8" PIPE, FOUNDATION CONCRETE FOUNDATION FURNISH AND z INSTALL CHAIN, O / TANK WALL TRIM TO LENGTH, HANDRAILS AT O 44 STAIRWAY 2 EX PUMP BARREL TO x LANDING 8 REMAIN (I6" OD x 109" LONG - DIMENSIONS TO BE FIELD VERIFIED PRIOR ° ° z � � � 4 TO ORDERING PUMP) CD BOOSTER #3 REPLACEMENT 1 M STAIRWAY ENCLOSURE DETAIL r2 STAIRWAY ENCLOSURE GATE 3 NOT TO SCALE 10 NOT TO SCALE 10 NOT TO SCALE 10 TRENCH BACKFILL NOTES 1. ALL MAINS 10" AND SMALLER SHALL HAVE 30" MIN OF VERTICAL COVER FROM FINISHED GRADE. 2. ALL MAINS LARGER THAN 10" SHALL HAVE 36" MIN OF VERTICAL COVER FROM FINISHED GRADE. 3. IF MAIN IS 24" AND LARGER, OR PVC, THE MAIN SHALL BE BEDDED ON 3" OF CLASS 2 AGGREGATE BASE, REGARDLESS OF PIPE SIZE, IF BOTTOM OF TRENCH IS ROCKY OR IF REQUESTED BY ENGINEER, A 3" BED OF APPROVED BACKFILL MATERIAL SHALL BE TAMPED IN PLACE ALONG THE FULL LENGTH OF THE TRENCH PRIOR TO PLACING THE PIPE. 4. RECYCLED AGGREGATE BASEROCK SHALL NOT BE USED, 5. TRENCH SUBGRADE SHALL BE FIRM AND UNYIELDING WITH ALL LOOSE MATERIAL REMOVED OR COMPACTED, FINISHED GRADE ~o / / WARNING LABEL TAPE NATIVE BACKFILL, OR IMPORTED CLEAN LL- / FILL COMPACTED TO AT LEAST 90% U // // RELATIVE COMPATION, IN I' MAX LIFTS m LU ' ° °°°°°° ° WATER LINE/STORM DRAIN LINE w 6" MIN QF6. o R°8c; ` 12 MAX PIPE ZONE, CLASS 2 AGGREGATE -_-- BASE COMPACTED AT 90% RELATIVE 6" 6" COMPACTION, IN I' MAX LIFTS 3" MIN ------- f TRENCH SUBGRADE I-O,D. + 12" (MIN) , 18" MIN. TYPICAL UNPAVED AREA TRENCH DETAIL 4 NOT TO SCALE 1 O BUDGET R-5713 :Jjj SAN JOSE WATER MANN STATION IMPROVEMENTS AS-BUILT STAMP ONLY SECTIONS AND DETAILS REF.NOS. QROFESSIpN \OHN VF�GyI�'G BY DIRECTOR,ENVIRONMENTAL HEALTH & SAFETY/DATE SM• 202 RJY C No.84762 m DIRECTOR,OPERATIONS & TREATMENT/DATE CHECK / DATE Exp. .11,11122 � EST.NO. CIVIL ASSISTANT CHIEF ENGINEER,PLANNING/DATE `P � CHECK / DATE q�F0 CAI-WCj I RJY 4/30/21 CITY COMMENTS CO 512547 2 RJY 7/I/2I CITY COMMENTS (RD 2) SCALE DIRECTOR OF ENGINEERING,SPECIAL FACILITIES/DATE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER/DATE SHEET 10 OF 25 Community Development Department Planning Division — Cupertino CUPLR INO APPROVED Ca s # D I R-2021-003 Application Number(s) App oval Body: Director/ Staff 2' LONG 2" X 2" X 1/4" App oval Date 08/17/21 ASTM A36 STEEL Signature Jeffrey Tsumura HORIZONTAL 2 ANGLE, (TYP) Case Manager ANODE ANCHOR 11 (TYP.) (3 TOTAL) f 2- /4 TYP. TYP.t1/4 (FUTURE) REFERENCE ELECTRODE LEAD WIRE _ CLEVIS ASSEMBLY AND \ o (FUTURE) 4NOp_� _ — _ _ PIN INSULATOR, TO BE HEADER CABLES — INSTALLED ALONG WITH ANODE 0 Ac,° CENTER COLUMN INSTALLATION (TYP) 0 \ 0 / 2'-10" LONG 2" X 2" X I/4" \ M R T CENE COLUMN\ / ASTM A36 STEEL ANGLE, (TYP) I \ 1 VERTICAL / I TYP. \ 11 REFERENCE / \ CELL ANCHOR /4 SUSPENDED MAHORIZONTALLY ENES UM VERTICAL ANODE SUSPENSION DETAIL 1 \ / ANODE (TYP,). 3 TOTAL TO / BE SIZED AND INSTALLED AS NOT TO SCALE 11 \ 60o PART OF A FUTURE \ PROJECT. \ \ \ EXISTING WELDED STEEL TANK r� TANK SHELL 3/8" DIA. ASTM A36 CATHODIC PROTECTION PLAN - PLAN VIEW 3/8" DIA. ASTM A36 ANODE SUPPORT RING NOT TO SCALE ANODE SUPPORT RING V i 3/8" POLYESTER ROPE �§ TANK SHELL ♦ ; �,� ` (FUTURE) ANODE ♦ ♦ HEADER CABLE (FUTURE) ANODE ♦�♦� �t(FUTURE) HEADER CABLE ` � KNOT (TYP.) 3/8" ♦N POLYESTER ROPE TYP. 1114 SIDE VIEW PLAN VIEW N.T.S. N.T.S. HORIZONTAL ANODE SUSPENSION ANCHOR DETAIL 2 NOT TO SCALE 11 (FUTURE) ANODE AND SCOPE OF WORK NOTE REFERENCE ELECTRODE JUNCTION BOX A FULL CATHODIC PROTECTION SYSTEM DESIGN IS NOT SHOWN ON THIS SHEET. THE SCOPE OF WORK FOR THIS PROJECT ONLY INCLUDES THE INSTALLATION AND WELDING OF ANCHORS AND BRACKETS TO THE COLUMN AND TANK SHELL. INSTALLATION OF A JUNCTION BOX, (FUTURE) CABLE PIN CABLES, ROPE, ELECTRODES AND ANODES IS NOT A PART OF THIS y TO BE BOLTED TO PROJECT, AND SHALL NOT BE INCLUDED AS PART OF THE BID, A ROOF SUPPORT BEAM COMPLETE DESIGN AND INSTALLATION OF THE CATHODIC PROTECTION SYSTEM WILL BE DONE AS PART OF A FUTURE PROJECT, 4�a v VERTICAL REFERENCE 11 CELL ANCHOR CATHODIC PROTECTION NOTES I. THE CONTRACTOR SHALL ONLY INSTALL WELDED ANCHORS, BRACKETS & 2 HORIZONTAL ANODE I MOUNTING EQUIPMENT. 11 ANCHOR (3 TOTAL) ---,,,,,,, I (FUTURE) REFERENCE BUDGET R-5713 ELECTRODE _ INSTALL: f jj SAN JOSE WATER a. I - VERTICAL ANODE ANCHOR BRACKET AND PULLEY WELDED TO CENTER COLUMN, PLACED APPROXIMATELY 7 FEET ABOVE THE TANK FLOOR HORIZONTAL 3 FEE BOVE THE TANK FLOOR ON A NOD ANCHORS S WELDED TANK SHELL, PLACED APPROXIMATELY MANN STATION IMPROVEMENTS 2. ALL INSTALLED MATERIALS SHALL BE IN COMPLIANCE WITH NSF-6I AND MEET Di.E=,signetl by,ek@aje .wn AS-BUILT STAMP ONLY DN-=Va..,Ryan",DU=Users, CATHODIC PROTECTION PLAN NSF STANDARDS FOR POTABLE WATER. DD=Das°N.3018Wd1efO°=Pom Dace:zoy.oa.ao�e:ztzsoroo' C a. ifl //,��/,��/,///��//��/,/,//,�//,��/,�//,�//,�//,��/,�//,%/ ��'; 3. PRIME AND PAINT ANODE SUPPORT RINGS AND SUSPENSION BRACKETS PER REF.Nos. RESERVOIR PAINTING AND COATING SPECIFICATIONS. COATING SHALL MATCH THE QROFESS/oN COATING SYSTEM APPLIED TO THE TANK INTERIOR. el�. SOHN �// I<,, BY DIRECTOR OF EH&S / DATE SM: 202 CO RJ Y w N0.84762 m DIRECTOR OF OPERATIONS / DATE CATHODIC PROTECTION PLAN - ELEVATION VIEW A CHECK / DATE Exp. 3/'�1/29 EST.NO. NOT TO SCALE S CIVIL Q, DIRECTOR OF PLANNING / DATE CHECK / DATE 9TFOFCM_W'3 CO 512547 DIRECTOR OF ENGINEERING / DATE SCALE NO. BY DATE REVISION CK DATE AS SHOWN ASSISTANT CHIEF ENGINEER / DATE SHEET 11 OF 25 Community Development Department Planning Division — Cupertino CUPEft INO APPROVED Casv # - - Applicatior,N�cr �er General Landscaping , in a Santa Clara Valley, storm drains flew Go adHofsekeepngPraeaoesEarth-Moving D ew ateri n g H O a v y directly to our local creeks, and on to San J Designiateoneareaofthesrteforautopadung Storm Drain Pollution App ova I B dy: Director/ i anc;sco Bay, with no treatment. Construction a rd e n i r7 from Landscaping and E q u I p m ent vehtlerefueling androutineequrpntert n 0 8/17/21 mat nena nce The desgria led area should be veil ' A et i v i t i e s Op e r a t i o n s o e r a d o n App OVaI D to 5tot r pollution is a serious problem for and Site awayfranst2artfxstormdanrnlels,bermedlf Pool ] I Swimming Pool Maintenance p Signature Jeffrey Tsumur� wildlife dependent ❑n our waterways and for r,ecesssar, A*wemapr reparsoff9te and 1 aof Many Iandscaping activities a■post.secs and i--^ __ and ear polluted streams or Supervision To prevent off-site tracking of dirt,proade increase lnelikelihOOdlfat earth and garden ?te Case Mar a y la nd s. entrances wth sa[Aiaed aggregate surfaces Or Chem cats Kill run ofmto sire storm drains du ring S t o r m water P o I 1 u t i o n provideabremesharea Maintenance irn9atonorahein rain s Storm Drain Pollution Storm Drain Pollution from Heavy Equipment on Proper management of construction sites Storm Drain Pollution from J K materialsoutoflherain-prey IRMff sww►mingpDofwalerovntairr d,Ipnneand Keep ing Construction Sites reduces pollution significantly. Construction contamnationatthesource Coerex coppfpr-wseda algaecides shourdneverbe from Earth-Moving Activities 9 Poorly m ainta ined veh roles and heavy p g Y• exposed � From Dewaterin Activities cf sailor construction materials xlth plastic Lands caFinglGarden Maintenance discharged to storm drat-is T has e chemicals are equipment that leak fuel- oil- antifreeze or Thi% sheet summarizes the "Best Management Con srru*on sees are common s our res of storm sheetirga temporary roots Befrre it rams,sweep toxic to aquaps tfc. Practices" BMPs for storm water pollution vseterp Oki bon Maleraisardwastes the Iblowor and rerrovematenalstromsit faces INtdrarnto J Protect stockpilesanc landscaping materials Soil excavation and grading operations loosen large other fluids on the Co nalruCtio n site are ( P vosh ntoa storm drain gutter of creel have a from wind and ram b storm tem under Be sure to call our cit 's storm water inspector prevention- stormdains creeks or Y 9 amounts of Soil that Can flow or blow into Storm Y Y p cam man sou ices of storm dram pollution d:rec:m pad onlocalaeeks and the Bay tarps or sec at 408-472-9907 before discharging water to a Prevent spills and leaks by isolating J Cortaro all litter,food wrappers.bottles and Poollf ounfa+nlS a Maintenance trains when hand led improperly Sediments in runoff equipment from runoff channels. and by As a aontracbr.or site supervisor,owner or cans-place bolded trash and recycling bins P street u tlef, o r storm drain Fit rat ion or d N ersioR operator of a site.you inns he respoftsif�te f a LJ Sc heduie grading and excavation pf gaols can dog storm drains. smother aquatic life. and g watching for leaks and other maintenance around the site Bunn dry Draird is or spas through h a basin. tank. and sediment nt trap may ore any environmertat damage caused by you 9 y weather P� Pa cesboy hapitats in creeks and the Bay Effective g p Y p r o b le m s R e m v ve construction e q u ip m e n t subcontractors oreritployees J Clean up leaks,s}rps and other spills Wher-115 time to drain a pool spa or`ouMain erosion control practices reduce the amount of runoff required. Reuse water for dust control. irrigation or from the site as soon as possible mmimj ilefy svtrieydu10 Wr:tarrnr14te,surf of J Use temporary check dams or ditches to lease be Bare to tour the Cutno 5anr[ar Bite and slow the flow with check Barris or anOthef on-Site purpose to the realest extent ORDINANCE OF p Pr' y cross' a_ p p 9 groundatieter or leae residue an paired surfaces diver,runoff awe y from storm d rains n9 passlXeII DistrlRSeforeyousiadforfurlherguicanceon r3ughenedQ p Site Planning and Preventive Vehicle Gene►aiPrf7►CiprBs LtsedryCieanupmetdto�wtrencnrer round SUIfaCeS. ❑SSIble. you must use vQter use just enoughto keep the LJ Protect storm drains with sandbags,gravel- flow rate restriclons badiflow prevenlon and M a in to n a n c e THE CITY OF C UP E RTI NO J Keep an orderty site and ensure good Boni doom filled bags,straw wattles,or ether sediment ha ndl ng specta cleaning waste(such as aced J o e s ig n ate a n e a ra s of sine can stru clion silo. w e PP FOR STORM WATER POLLUTION hous ekee p nG pr acrices are used J Cover and maintain dumpsteta Place controls wash Discnarce flows shoutc be kep'lo the lour away from strEam s or alarm dryrn iniens forauro ❑ Nlarrtmn equipment properly dumpstefsunder rods or cover with far psor level5,typecally ross+bie throuch a garden hose Pracfice5 During Construction and a gvipm en= p arkrno relt+e ling and ro aline PREVENTION & WATERCOURSE ❑ CG1+tsrIT1' M90.'J*rifliip'y'�t+"R LA0 f�adicsheetinQsecuredarournd thevufsidevfihe V Re-vegetation rsan ex ellent ronnaferosion Higher towfalefmaybepforrb4edby Imar Check for Sediment or Toxic Pollutants 1h a are and ego m a s n aintenanea contain duripler hlenerclean outadumOsterby hosingd controlfer any site vrdinzmn e J fdernove existing vegetation only when Ih a area with berm f sand day• or olhe, ❑ Kee scam carriers PROTECTION: down on the ccrtstfudonsite iJ St ore feolizers an absolutely necessary Plant temporary ❑ Check for odors, discoloration, or an oily sheen drains arddrarnageClnartnes J Never discharge pod or spa water tea y a.i rpm a nt J Piave ortabletoiletsawayfrorr storm J ki a+n ra n oil vehicles is l sand near e p chemicals in or in a Shed storage street or stiarm drain: drsthar eta a vegetation for erosion control on Slopes or on groundwater. In sv ecr frevu antis for and rea air teak* Chapter 9. J Ensure dust storm water down t leave site Make sure portable toiets are n good waking cabs net g where Construction is not immediately planned orduscharge laslor+ndrans ceder C heck fmc entt,for oaks sanAary sewer cieanout. , Perform m afar m santan an ea, rep cif lobs and AdvanoePfanrr To Prev+rtn[Pofluf+prl © Ask your Clty inspector Whether the vehicle and eavipm4nS wasr,ng err-site, wnere nG L] Use pesticides spanngly accord ingtc J IT 9.18.040 Dischargeinto the storm drain rohlblted J Srhm*ilanvravahnna," .2dn aea_e..s WlwTalsrWasleHandGnq possible when emply,ng a pool or spa let Protect downslope drainage Courses, groundwater must be tested by a certified clean up is a asset p 9 9 Instruetivls on Itie lab Rinseernpty chlorine dssipatefor a lew days and then streams, and storm drains with wattles- or It is unI awful to cause al low, cr permit to be far dry weather 1r periods,Tc teduce sot L.l Practice source Reduction--me c.Te Neste coat einers and use nnsewaler as product laboratory J t ya u m u s: a r a rn a n e r e v is ce m u to r o a a n is f erosion pant ten:porar}'vegetabonorpYltce when yauorder matena[s Esbma'e carefilly p r&cycle reuse walerbv draining i1 gradually temporary drainage,wales Use check dams or c o❑Ice nt or cline. fluids on ■tie u*e drip p an a or y conta nefs in the Onto a landscaped area catch a rips and spills C o+sect discharged, any discharge not Conposed entirety of cldrereroson m lids lxforeraenbegrns Use ❑ Recycle excess materials whenever possible trash Dispose of Lin Dispose of rinsed errpused pesticides as drtche5 t❑ divert runoff around excavations ❑ Depending On the test results you may tit' drop cloths to car+ s pen t nu d s s tore to s ep araie c o n rain efs an d I ne Eesvm and 5eolirnerr Corirro'Mwu* Such as cono'ele asphalt scaapmetal sdvenls hazardous waste do not use copper-based al aeeides. Refer to the Regional Water Quald Control stormwatf?r to the storm drain system or to surface waters aAwIahlefrom Lhe Region alWaWCkiality teasers cIearedv Mon.paper rock and p g Y allowed t0 rain arse porn pod groundwater to wrtien ervedr iposs pro' ina:a raou s waste f recycle t-.,�, Corird8oerd as a refer � � Controlagae wtn chla ne w other Boards Erosion and Sedsrrerif Control Ffeld the storm drain OR you may be req olio d to or to an location where it would contact or eventually be vehiclenortenark7e rnatertas such as used* L l In Ct.perwo residents with curbs Pdeiecrcbng atlernatves such as sodr+Jrr 1N Qr 4e Manilat for r0 per erasion and sediment control J Do not use d ies el a it to lubricate equipment y i1r P P discharge the sanitary sewer or collect and J Control theamrasd d nndierosserrgynr artrbeexe.hattenes and can rolleH Iairn garden and tree tmmlnrngs it g Y ❑errs o r Clean rq u loci ent Use only waver for transported bD surface waters, including flood plain areas, silo(espeoaty Burg exavation!)byu3r9 wivwreducevNeste�for I*. yardwaste toter,.Yardwaste will be collected Rlter Cleanng measures hau I the water off-si to for tre atm ent an d an y ansrre c Pea n ing bermsoftempowyor per nw*ntdrasrage J Dispose of a If wastes propwfy Matenalsthat and composted the city s contractors disposal at an a r0 riate treatment facility J Cover exposed fifth w h**t hitch■s and other unless specifically called out in the Municipal Regional ditches todveriwaW1cwasourdthesit! J No%ercleanafilterinthe street ornearA ..� Cover stockpiles and excavated soil with p pp p Y cannot recrcledmustbetakertoan Residents are encouraged to compost oily or greasy ed ipm en1 du r,ny ra in everts Permit as an exempt or mnditionall exe t discharge Reduceslormneter min offveloobes by appropn ate Iarx1i]lor dispcmdofas twardous Slomn drain.R ins acartrrcge and secured tarps or plastic sheeting p y y`' cansuuc t an check dart or yard waste to a la themselves Or take 0 When discharging to a storm drain, protect the spill Cleanup tr'9 e'`Pp1 vleste Nu*ver bury wtisle malerralsor leave them diatomaceo�s ea rt11 filters onto a dirt area P • P yard waste to a landfill where n will be where apprcpna!e r the street or rearacreekorstreambed cone pin sled and spade filter residue into sal Dispose of Inlet using a barrier of burlap bags filled with J Clean up spills immediately 9.18.070 Aocidental Discharge J Trarnyourefrtployeesana5ubcan tract aa Perr"lls S pie nldsaklmaceouseaithinIhegarbage drain rock, or cover inlet with filter fabric J J Never hose down oir;y' pavementer ThectycanprwdetxvclxresaboutVease J Inaddbontobceigradngaridbuidngpermis .J Lan anchored under the rate m A41 persons steal I Hat]fy the Director of Public Works It there a no suitable dirt area cat 9 a e r m e a Ole s u r ce s where pu ids ++are spilled RSSlreS(v y0u todrs[rbutelowoexers aT you youwl rneed to�ncoye+agecnder theSlale's take clippings and pruning waste a so dry c le a.n up methods [s bsorbe nt immedatel U n accidental disdha I n I lutarits of commotion ste Ir/ortn ycx,rsubcorlrados General ConstruciionAcbat• StamHeter Penh tf to a landfill that coin Cup enrno Sanitary br insrua onsan r aseria Is cat ntse r a nafor ra s whenever y pd ry � � pa 7 posts yard 9 1 aboutIhestornvMed mWrenL-4ts and Iher d[s[hargPnglrlle' backwas'ti or rinsewater to passible a nd pro periy aifpe s• o!ab■o rbent Concern }ruurcorsstruduon si�'sdis>Lrlded area 5 waste i8F15 Newby Island and to enable countermeaSures to be taken by the City own mspo nsPbitiba Use Buie nrf fix Oaten acres or rno re-Inlormator cn the General Permit tt•e samary sewer ❑ Contact Cupertino Sanitary District at 253-707 1 rn atetia Is Bay a consh cbon hest ma rachces 2artkaf Rd Ian tine nearest} to rrti nimi�e damage ib storm drat n5 and the receivilrx� ran6eobtar>ed from the Water pip r to d15Charging to the sanitary sewer. J s w eev u p s p lure d dry m ate riots rm xs sera to ey gudeavailabtealcureuldngOi?a COL"ef CorxrdBoard {r his crt ter iswitchartgetoone J Do not blow or rake leaves into Meveratlernptntl -wash then away" with water, waters i Vidal notification shall be followed, within five(5) acre as of Mar 2003) the street. Or b J f y them business days of the date of occurrence, by a detailed fr J use as little water as pdafPbl* for dust Conlydl. E ns re wa ie r used doe sn i tea ve sill or written state me nt de scrib i rg the causes of the acddentaI cischarge to storm dratnis discharge and the measures being taken to prevent future Iasi � _t Clean up spells on dirt areas oy pigging vp and prop e'ly tlis ptlsin y of cork ran inaled fork ocaarrences. Such nobficabon will not relieve persons of J Call 911 for significant *pall* I iabi lit for violab ons of this chapter or for an fines im posed Re m o v a I of B M P Facilities Y aP Y J it the spill poses a signiTirant hazard ro an the Guy on account thereof under Section 13350 of the The property owner and the contractor share ultimate responsibility I it for Human Health and safety property or if,e environment you must also report It to the California Water Code, or for vtdation of Section 5650 of the � p ]I The Project Contractor is responsible State Office of Emergency Services California Fish and or Fe e al la or airy omf� applicable the activities that occur on a construction site. You may be held responsible prwisionsUfS�iteorFederal laws. for removal of all BMP Facilities 9.18.220 Viiolabon' for any environmental damage caused by your subcontractors or employees. Iocated within the Public Right of Way Any person who violates any provision of this Chapter shall be guilty of a misdemeanor and upon convicbon thereof O n project ct final n a l inspection. shall be punished as provided in Chapter 1.12 of the City of u p p Cupertino Municipal Code. t' A& Chapter 1.12: General Penalty, Section 1.12.010, Pal ntl n and �'" During Construction paragraph D, states"' g �. Roadwork ' FStorm Drain Pollution Fresh Concrete J Don't mix up more fresh concrete Or Cement Application cation of `, from Roadwork and Mortar than you will use in a lwo•hour period Unless Dthf?fW1SB 5pt?Cifled by ih}S Cede, an InfraCtlon Is a n d J Sol up and operate small mixers on tarps or punishable by: Paint Removal Lae �.e II""�� Heavy plastic drop c lot ns. 1. Aline not to exceed $100 for a first violation SOEVeC1tS andchipsRoad paving, surfacing and pavement remove A p LJ l i c a ti�J n J When cleaning up after driveway or sidewalk J Paint ri and dust from non-hazardous trigmbePaving I` Small Business �. A fi ne not to exceed $2Ct7 for a second violation dry slit in and sand blastin may be happen right in the street where there are numerous 3. A f i ne not to exceed $5C0 f or a third Viola lion of Adhesives pp g g Y swap!up or collected inptastrc drop cloths arul opportunities for asphalt saw cut s{urry or construciivn-was Ines onto in area s. not down the driveway orintp the street or storm Hazardous Waste dispvsedoras hash excavated material to Illegally enter stvrrn drains. Storm Drain Pollution from drain the same chapter within one year. Extra planning is required to store and dispose of J Chemical pain Istnpping residue, and chips General Business Practices materials properly and uarda against pollution of J Protect applications of heshconcrete and Disposal Prgm P P Y 9 9 p Fresh Concrete and Mortar e and mannepaints.or par mortar from rainfall and runoff until the 9.1�.240 CIY11 penalty for illicit d15CharrWS storm drains creeks and the Bay M" Y �" Applications material has dried Businesses that generate less Storm Drain Pollution Paints, containing lead mercury ortributyltinmust iJ Develop and implement erosionisediment Any person who discharges pollutants, in violation of this be drs se d as hazardous wastes.Lead control plans s for roadway a embankments Solvents,and Adhesives po p Y J Wash down exposed aggregate concrete Chapter, h the use of illicit Connections shall be avid liable based paint removal requires stale-certified Fresh concrete and cement-related mortars one when the washwater can[I I flow onto a than 27 gallons or 220 pounds Y Y Akparr+ts advents arsdadhesrvescgntain contractor ❑ SCheduleexcavabon and grading work during Y to the City in a sum not to exceed twenty-five thousand chefniralsthat are hamyti to wildIrfein local dry weather. During Construction that wash into takes streams, or estuaries dirt area.(2)drain onto a bermes surface from dollars Per day per violation for each day to which such creeks San Francisco and the Pacific Ocean J Vown stnppi a clean buitdi exteriors are toxic to fish and the aquatic which it can be pumped and dlspcsed of of hazardous waste per month P Y P Y Y ❑ Check for and repair leaking equipment properly. or (3)be vacuumed from a catchment VIOIatIDn occurs. Toiocchr�rrcalsrriaycatnefrpt,liquidarsdid wiC1 high-presswe wafer. hiocksbrmdrains. J Avoid paving and sea! coating in wet environment. Disposing of these materials properly. eligible to use this program. ❑ Perform ma produdspr from clearvng res dues vrrags Pain) pirectwash water arXvadtrt area andspade jar equipment repairs at weather. or when relit is forecast. to prevent to the storm drains or creeks can block created by blocking a storm drain inlet Ifnecessary-divert runeffwith lemporary berms Call 40 �w/�� L��r�n30� rra bN nor acid wzwl Pt ad hp-ry F-,and Wa p r iing fir i colt into soil Or check with C u pert i no 5 anow y designated areas in your maintenance yard trash mater ials from contacting stormwater storm drains. causes serious problems and Make sure runoff does not reach gutters or a *Excerpts— For complete CODE language refer to the should be recycled when possible.or disposed of Distinct to find out d you can mop or vacuum the w he re cl eanu p is ea si er A void per to rm ing r rio't is prohibited by law. sfor m d rains City OfCLuperti no MuricipaI Code. property to pre ventthese materials from flowing washw-ater and dispose of itina sanitary equipment repairs at construction sites. for a quote. into storm dralrtsand watercourses sewer drain Sarnlrlulgof the was twat er fines J Cover and seal catch has ins and manholes J When breaking up pavement, be sure to pick be required ❑ When refueling or when vehicle lequipm @n ft when applying seal coat slurry seal- 'o9 seal. up all the pieces and dispose o properly ma intenance must be done on site. desig nate a or similar materiats General Business Fractices Recycle large chunks of broken concrete See — - -- - J Washwater from painted buildings location away from storm drains and creeks www reducewaste ors for info on recyclers constructed before 1978 pncortfam high LJ Protect Bra enage w ass by using e3 rth dikes. J Wash out concrete mixers only in d esrgnated iJ Do not use diesel oil to lubricate equipm ent sand bags or other controls to divert Or trap washout areas in your yard-away from storm Z1 Never bury waste material Dispose of small C u p e r t i n o Handling Paint ioYoducts amounts of Lead,even if parnl c"are not g amounts of excess dry co ncrete g roul and enact Before b instil i mlvr parts or clean equipment and filter runoff Brains and waterways where the water will flaw Building Dept: P' Y� PP rig into a temporary waste pit in a dirt area Let mortar in the trash 4 0 8-7 7 7-3 2 2 8 J Keepa11 liquid paint products and wastes cleaning pre-1978 building exteriors with water J Recycle used oil, concrete. broken a sph�alt J Neve r wa sh a xcess material from expose d- awn from the utter,street. andstam water percolate through sail anddispose of J Never dispose of washout into she street Public Works Dept: Y 9 under high pressure, lest paint for lead by etc. whenever possible or dispose of properly aggregate concrete or similar treatments into settled. hardened concrete as garbage. storm drains.drainage ditches or streams 408-777-3354 drains Fakingpairitscrarxngstoa local la boratory. {www reCyClestuffCom for list of recycling a street or storm drain Collect and recycle. or wneneverpossrole recyclewashout by g (Se aYelbwPages for astate-certified companies } d ispose to dirt area p urn pmg back into mixers for reuse. Santa Clara County laboratory ) Recycling Hotline: Painting Cleanup J Cover stockpiles (asphait sand etc.) and J wash out chutes onto dirt areas lhatdo not 800.533-8414 J Y there is loose paint on the building orifthe other construction materials with plastic tarps. flow to streets ordrains. •uduciste_ J Never t Van brushes orrinsepaint pal r!tests posit ive for Wad block storms AsphaltlConcreto Removal Protect from rainfall and prevent ru'ioff with J Always store both dry and wet materials www-recyelestuff.v om. coftaners into a street,gutter. storm drain, drams Check with Cupertino Sanitary District temporary roots or laslrc sheets and berms `r! Small Business Hazardous Waste. french drain,or,creek. to determine whe11 er you may disdzargewater ❑ Avoid Creating excess dust when breaking asphalt P Y P under cover,or from rainfall and runoff LL 408-299.7300 or concrete J Park paving machinesover drip ens or and away from storm Brains or waterways y. . b the sanitary sewer.a rf you must send it P 9 P P P rotect dry materials from For water-based paints paint out brushes to offsitefor disposal as hazardous waste ❑ After breaking up old pavement be sure to absorbent material (cloth rags etc )to catch + C u p e rtin o S a n ita ry S ew er D is tr the extent possible and r rise rntoan crude remove all chunks and pieces. Make sure drips when not in use J Secure bags of cement after they are open I i t CITY of (� 408-253-7071 sin kdra,nlhatgoestothesanitarysewer Be sure to keep wind-blown cement powder i CUPEkTINO broken pavem ant does not tom a in contact JClean up all spills and leaks using `dry' Santa Clara Valley Urban Runoff La ForoiI-basod parrts pantoutbrushes Lathe Paint Disposal, Re�rn orponation with rainfall or r unoff m ethods (with a bsorbe nt ma ter Pals andlor away from streets.gutters.storm Bra+ins, Pollution Prevention Pr gm rainfall and runoff 9 exlenIpossibeandcleanwrithmeror J Do pose of thinners. J When making saw cuts use as little watc-r as rags).ordig up. remove and properly dispose 800.794-2482 soh,ent Filter and reuse ttinnersandscivffts solvents glues.and deam ng fluids as of contaminated soil. J Do not use diesei fuel as a lubrrcanion possible Shovel of vacuu rn saw-cut slurry dll(j concrete forms tools.or trailers where possible Dispose excess lequads and hazardous waste{call the Small Business remove fro m the site Cover or p rotect stgrm V Collect and recycle or approprra to ty' dispose of S e r v v ices L State Office of Emergency residue ashamrdouswast e Hazardous wastePrgrn.2997300) drain inlets during saw-cutting. Sweep up . and excess abrasive gravel or sand 707 1 -800-852.7550 (24 hrsl J WhenthorougNydry emotypairitcans used J OrReturntosupptter (tlnopened can sof pain t properly dispose of. all residues. ❑ void over-applIcabon by wale r trucks for dust brushes. rags a drop dons m os may be may be able to be returned Check with Me Report spills to 91 1 disposed of as garbage vendarregard,rgPss'b[.y-Back"pdtcy) u Sweep. Heuer hose dawn streets to cfe�n up c control tracked dirt Use a s tre et swee per or vacuum J oonate excess par nl(cat 1299-7300 to don ate.} truck Do not dump vacuu reed liquor In storm 5:tnr:i[:l:tr:i t':tlle� drains l}h:ru Frniulr Pntlueiun Pmvimtiun Program UPDATED SFPTFMBF.R 2016 APPROVE SHEET: 1 �rW!rr_;jVvr �� Cur U p E ro�� "� rtzri � tll' FIIBUDGET R-5713 CONSTRUCTION BEST MANAGEMENT PRACTICESOtt TIMM BORDEN, RrTw45512 DATE DEPARTMENT OF PUBLIC WORKS f jj SAN DOSE WATER DIRECTOR OF PUBLfC WORKS r i MANN STATION IMPROVEMENTS BEST MANAGEMENT PRACTICES REF.NOS. DIRECTOR OF EH&S / DATE SM• 202 BY RJY DIRECTOR OF OPERATIONS / DATE CHECK / DATE EST.N0. DIRECTOR OF PLANNING / DATE CHECK / DATE CO-512547 DIRECTOR OF ENGINEERING / DATE SCALE AS SHOWN ASSISTANT CHIEF ENGINEER / DATE SHEET 12 OF 24 d ommu yele e� B — _ - - - - - - - - Pla ning DivisiQ1l— CUPER INO APPROVED Cas # DIR-2021-003 EX. PG&E TRANSFORMER O CRANE KEYNOTES: / / Application Number(s) DISCONNECT/ FLOWMETER VAULT O REMOVE EXISTING TURBIDITY METER LOCATED ON THE TOP OF TANK App oval Body: Di ctor to DISCHARGE / // 1/0 BARE COPPER GROUND ROD 22 3 AND EXISTING SC200 CONTROLLER LOCATED INSIDE OF BUILDING. A oval Date �8/17/21 _ _ _ _ _ _ _ _ _ _ _ _ / /_ _ _ _ _ _ _ OO pp EX AT&T 1 20 COORDINATE WITH PG&E REP ANTONIO SENTEIO (408) 725-2206, Sig ture J ffre Tsumura 1/0 BARE COPPER�� PHONE LINE A6SW@PGE.COM FOR SERVICE RECONNECTION. EX C ART C28 PG&E AND ATS SECTIONRECORDER PROVIDE A 3/4"X 10' GROUND ROD FOR PG&E SECTION AND MCC — — — — — — — — — — — — — — :J - - - - - - - - - - - - — - - - - SECTION FOR GROUNDING. CRANE I 1/O BARE 4O WALL MOUNTED PRESSURE CABINET. THE PRESSURE TRANSMITTER JBOX 101, I COPPER /+ INSIDE THE CABINET SHALL BE MOUNTED LESS THAN A FOOT FROM\ THE FLOOR. P-001 FLOWMETER VAULT 1 Sc 200 2 f LIGHT TIMER, 2HR, O RECONNECT EXISTING LOW WATER RECEIVER BETWEEN B1 & B2 P-002 DISCHARGE EX PLC 22 WEATHERPROOF SWITC TO NEW PLC. P-003 LOW WATER O P-019 O j 5 6 RECONNECT EXISTING WP, GFCI RECEPTACLES NEAR B3 & B4 P-004 C-018 CUTOFF O TO NEW PANEL A. P-005 12 °O� O f E-018 C-015 77 ELEC. CONTRACTOR SHALL INSTALL "J" BOX WITH LIQUIDTIGHT 1 13 STRAIN RELIEF CONNECTOR & FLEX CONDUIT WITH CABLES 81O I P-019 O B O INSIDE VAULT AS REQUIERED J EXHAUST F 1 26 8 PROVIDE A WP, GFCI RECEPTACLE INSIDE VAULT DISCONN O x EX. EF2 SE, CON OL 29 1 AND STA TER BOX O x FLOWERING PEAR 9 CONTRACTOR SHALL FURNISH AND INSTALL A NEW TANK MOUNTED - O WATER LEVEL TRANSMITTER ROSMOUNT MODEL 2088 WITH B2 P 033 27 ANTENNA > 17 NEW 500kW GENERATOR I j 31 4-20MA ANALOG SIGNAL OUTPUT AND SST MOUNTING BRACKET. EXHAUST FAN 2 26NEW TANK IGHT X THE TRANSMITTER SHALL BE MOUNTED IN A 12"X12"X6" LOCKABLE 000 oe OFF � DISCONNECT 0<�>w ° STAINLESS STEEL ENCLOSURE WITH SENSING LINE WITHIN 6" OF ® eU THE BOTTOM OF THE TANK. PROVIDE A WP, GFCI OUTLET IN THE E/ P-006 S-029 ENCLOSURE. Tr P-007 19 �� C-021 10 PROVIDE NEW TANK LIGHT LITHONIA LIGHTING, KAD LED 40C B P-008 - I MODEL NO. 530 40K R3 120 SPD04 DDBXD P-009 22 P-034 C-022 P-033 27 S-027 11 PROVIDE A WP, GFCI RECEPTACLE INSIDE PRESSURE CABINET 24 EX. ALARM PANEL I P-036 I S-029 P-034 C-022 12 APPROX 75' OF TRENCHING BETWEEN FLOWMETER VAULT P-010 I I S-030 DISCHARGE AND MCC O B3RECEP E B4 III PRESSURE CABINET 4 11 13 APPROX 40' OF TRENCHING BETWEEN PG&E TRANSFORMER TAC i O AND PG&E SECTION S-0 30 TANK HATCH ALARM / FRANCO CT ANTENNA 31 P-011 JBOX JBOX HIGH LEVEL WATER FLOAT j / S-030 14 APPROX 20' OF TRENCHING BETWEEN MCC AND WATER LEVEL / TRANSMITTER P-014 6 B4 RECEPTA E B5 I C-014 20 / 15 APPROX 120' OF TRENCHING BETWEEN MCC AND JBOX LOCATED O O 6 / AND BOTTOM OF TANK STAIRS P-012 WT3 GROUND ROD 22 O 16 TURBIDITY METER / TYP PROVIDE AND INSTALL NEW HACH SOLITAX T-LINE SC IMMERSION \ E-020 / PROBE AND NEW SC 200 NEAR NEW MCC LOCATION FOR / TURBIDITY METER READING \ P-020 WATER LEVEL TRANSMITT 1/0 BARE - SEE GENERATOR SITE PLAN ON SHEET 24 AND GENERATOR _ COPPER \\ -020 S_027 / P-019 DETAILS ON SHEET 25. 23 CRANE I 5 TYP \ // C-021 15 19 ROUTE CABLES IN OVERHEAD CONDUITS, ALONG THE WALL, 22 O C-021 C_022 BETWEEN PG&E SECTION AND MCC SECTION. i I \ O P-013 33 NE CC P-035 — —\ / S-027 20 ROUTE CABLES IN OVERHEAD CONDUITS, ALONG THE WALL, NEW SC 200 I — — — — — — /\ // S-029 BETWEEN PRESSURE CABINET AND PLC O \ / S-030 21 ROUTE CONDUITS IN OVERHEAD CONDUITS, ALONG THE WALL, 16 25 S-020 14 / E-031 BETWEEN EXISTING SC 200 AND PLC. // E-032 22 ROUTE CONDUITS IN OVERHEAD CONDUITS, ALONG THE WALL, — — — — — — — — — — — -- \ III BETWEEN CRANE DISCONNECT AND MCC. E HAUST FAN 21 S-028 P-019 i 23 RECONNECT EXISTING CRANE TO NEW MCC. PROVIDE NEW THERMOSTAT WP, GFCI �� C-017 "� �\� � /� �� CONDUITS AND CABLES BETWEEN CRANE DISCONNECT S-027 RECEPTA P-016 P-017 O AND MCC -II \L AT 24 RELOCATE EXISTING ALARM PANEL INSIDE THE NEW MCC. T � \ � � � �,��/ 3 o O I I TYP 22 25 PROVIDE A NEW WP, GFCI RECEPTACLE IN A LOCKABLE BOX. C-01 le 1 REGULATOR VAULT EX. PRESSUR SUMP PUMP 26 PROVIDE TWO NEW 15A, 3P DISCONNECT FOR EXHAUST FAN 1 &2 C-02 2 SUMP PUMP TRANSMITTER WP, GFCI I \ O S-02 FLOAT - 27 ROUTE CONDUITS IN OVERHEAD CONDUITS, ALONG THE WALL, TYP 7 R PT CLE / BETWEEN EXHAUST FAN AND EXHAUST FAN DISCONNECT AS S-03 SWITCH 8 I I SCVWD IMPORT SCVWD REGULATOR VALVE SC v YY D WELL AS DISCONNECT AND MCC. FLOWMETER VAULT SUCTION S-035 30 28 REMOVE AND DISPOSE EXISTING CHART RECORDERS. 29 11 1 I I I I \ REMOVE EXISTING FUSE BOX, STARTER AND CONTROL BOX I I FOR EXHAUST FAN 2.� II — 30 USE EXISTING CONDUIT FROM SCVWD IMPORT TO BUILDING, X X X X —X X X X X X PROVIDE NEW CONDUIT FROM BUILDING TO MCC. INTERCEPT AND RUN NEW SIGNAL CABLE FROM MCC TO SCVWD IMPORT FOR FLOWMETER SIGNAL. 31 NEW FRANCO CT AND FLOWERING PEAR ANTENNA INSTALLED SITE POWER PLAN BY SJW ELECTRICAL DEPARTMENT. SCALE: 1 III �32> REMOVE EXISTING PLC AND RETURN TO SJW OPERATIONS DEPARTMENT 33 NEW PLC TO BE PROVIDED AND INSTALLED BY SJW'S ELECTRICAL DEPARTMENT. PCC MATCH EXISTING SECTION WARNING LABEL TAPE 12 GENERAL ELECTRICAL NOTES BUDGET R-5713 SAND BACKFILL M i rza Digitally signed by ALL WORK SHALL CONFORM TO AND BE PERFORMED IN 24„ I" PVC SIGNAL CONDUIT, TYP. i Mirza, Hasan fjj SAN JOSE WATER ACCORDANCE WITH CODES, STANDARDS, AND ORDINANCES Date: 2021.04.05 AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION TYP PVC POWER CONDUIT Hasa n 13:13:21 -07'00' MANN STATION IMPROVEMENTS GENERAL NOTE: AND THEIR LATEST ADOPTED EDITIONS OF THE FOLLOWING PER ELECTRICAL CODE MCC INSTALLATION �' NOTIFY UNDERGROUND SERVICE ALERT (USA) PUBLICATIONS: • • •• •, AS-BUILT STAMP ONLY SITE POWER PLAN AT 1-800-227-2600, 48 HOURS PRIOR TO EXCAVATION. Q�QFESS/ /yq (A) CALIFORNIA CODE OF REGULATIONS TITLE 24; .� �p REF.NOS. ALL CONDUITS UNDER GROUND SHALL BE PVC INCLUDES; 2019 CALIFORNIA ELECTRICAL 211 �� BY DIRECTOR OF EH&S / DATE s M; 202 CODE, CALIFORNIA FIRE CODE, CALIFORNIA COMPACTED AS DIRECTED C� �J ALL CONDUITS ABOVE GROUND SHALL BE METAL BUILDING CODE, ETC. BY ENGINEER, _� MK E19129 DIRECTOR OF OPERATIONS / DATE PER NEC CHECK / DATE EST.NO. (B) NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) TYP. TRENCH DETAIL Exp. 6/30/22 ASSISTANT CHIEF ENGINEER / DATE NOTIFY OPERATIONS DEPT. AT LEAST 48 HRS PRIOR FOR PUMP BUILDING lf� p� CHECK / DATE TO START OF WORK @ (408) 279-7807 (C) AMERICANS WITH DISABILITIES ACT (ADA) NO SCALE 1�3 `ST�FCTR\GO �P CO 512547 DIRECTOR OF ENGINEERING / DATE OF CA�\F SCALE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER / DATE I SHEET 13 OF 25 Community Development Department 9Planning Division — Cupertino -CUPER INN APPROVED Ca s # D I R-2021-003 Application Number(s) Approval Body: Director/Staff CONDUIT SCHEDULE 12/4120 08/17/21 S-02000 51254 1" 1 4/C-#18S 3091A FR: WATER LEVEL TRANSMITTER Ap ova I Date TO: MCC Sigrature Jeffrey Tsumura MCC INSTALLATION 1 4/C-#18S » Case Manager WP, GFCI MANN DR STATION E-020 CO 51254 1" 1 PULL ROPE FR: WATER LEVEL TRANSMITTER LPA-19 TO: MCC o CONDUIT CONDUCTORS GROUND CREATE PRINT SHEETI I I 11 PULL » NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING C-021 CO 51254 1" 2 #16 THWN 1 #16 THWN FR: HIGH WATER LEVEL FLOAT SEGMENTS TO: MCC ❑ P-001 CO 51254 5" 1 PULL FR: PG&E TRANSFORMER 2 #16 » HIGH WATER LEVEL FLOAT TO: PG&E SECTION 1 PULL >> C-022 CO 51254 1" 2 #16 THWN 1 #16 THWN FR: TANK HATCH ALARM P-002 CO 51254 5" 1 PULL FR: PG&E TRANSFORMER TO: MCC TO: PG&E SECTION 2 #16 » TANK HATCH ALARM EMERGENCY rF- I I I I 1 1 PULL >> P-023CO 51254 3" 3 300 THWN 1 #1/0 THWN FR: GENERATOR LIGHT A LPA-16 LPA-16 CA P-003 051254 5" 1 PULL FR: PG&ETRANSFORMER TO: ATS TO: PG&E SECTION 1 PULL >> PG&E 300 » GEN P-004 CO 51254 5" 1 PULL FR: PG&E TRANSFORMER P-024 CO 51254 3" 3 300 THWN 1 #1/0 THWN FR: GENERATOR 'O^ �I 3 TO. 1 PULL >> PG&E SECTION TO: 3 300 » GEN ATS 131 P-005 CO 51254 5" 1 PULL FR: PG&E TRANSFORMER TO: PG&E SECTION P-025 CO 51254 3" 3 300 THWN 1 #1/0 THWN FR: GENERATOR 1 PULL >> TO: ATS 3 300 » GEN P-006 CO 51254 3" 3 300 THWN 1 #1/0 THWN FR: PG&E SECTION TO: 3 300 >> MCC C-025 0 51254 1" 4 #16 THWN 1 #16 THWN FR: GENERATOR ^Oo F TO: ATS P-007 CO 51254 3" 3 300 THWN 1 #1/0 THWN FR: PG&E SECTION 4 #16 » START(BLUE/BRWN) 132 II TO: >> MCC 3 300 E-025 CO 51254 1" 1 PULL 21804 FR: GENERATOR OA LPA-16 LPA-16 I CA P-008 CO 51254 3" 3 300 THWN 1 #1/0 THWN TOR: PG&E SECTION ATS CCTION TO. 1 PULL WP, GFCI 3 300 » LPA-19 P-009CO51254 2" 3 #2/0 THWN 1 #4 THWN FR: BOOSTER PUMP 1 P-026CO 51254 2" 3 #6 THWN 1 #10 THWN FR: GENERATOR LOAD CENTER oOo WP, GFCI TO: MCC 2 412 TO: MCC } LPA-19 3 #2/0 >> 100 HP 3 #6 » LOAD CENTER —_ 2 #12 >> MOTOR HEATER '• C-026 O 51254 2" 22 #16 THWN 1 #16 THWN FR: GENERATOR CONTROL PANEL B3 P-010 CO 51254 2" 3 #1 THWN 1 #6 THWN FR: BOOSTER PUMP 2 2 4/C-#18S 21804 TO: MCC i \ 2 412 TO: MCC J 3 #1 » 75 HP 4 #16 » GEN INTRUSION ALARM 2 #12 >> MOTOR HEATER 8 #16 » GEN SPARE 2 4/C-#18S » FUEL ALARM MONITORING(HIGH, HIG E :1 :O: P-011 CO 51254 2" 3 #1 THWN 1 #6 THWN FR: BOOSTER PUMP 3 2 #16 >> RUN STATUS(BLUE/BRWN) 2 #12 TO: MCC 2 #16 » NOT IN AUTO(PURPLE/PURPLE) 3 #1 >> 75 HP OB49 2 #12 — RECEPTACLE 2 #16 » TANK LEAK(GRAY/GRAY) 2 #16 >> LOW FUEL ALARM (GRAY/GRAY) P-012 CO 51254 2" 3 #2/0 THWN 1 #4 THWN FR: BOOSTER PUMP 4 2 #16 » GEN COMMON TROUBLE (GRAY/GRA 2 #12 TO: MCC 3 #2/0 » 100 HP S-027 CO 51254 1" 1 COAX LM4 FR: SC 200 A LPA-16 PA-16 A 2 #12 >> RECEPTACLE TO: TURBIDITY METER P-013 CO 51254 2" 3 #1 THWN 1 #6 THWN FR: BOOSTER PUMP 5 1 COAX >> MANUFACTURE PROVIDED CABLE 2 #12 TO: MCC 3 #1 >> 75 HP S-028 CO 51254 1" 4 #16 THWN 1 #16 THWN FR: SC 200 B5 2 #12 » MOTOR HEATER 1 4/C-#18S 21804 TO: PLC P-014 CO 51254 4 #16 » ALARM TO 1" 2 #12 THWN 1 #12 THWN : MCC PRESSURE CABINET 1 4/C-#18S » TO: 2 #12 » RECEPTACLE S-029 CO 51254 1" 1 COAX LM4 FR: FLOWERING PEAR ANTENNA C-014 CO 51254 1" 10 #16 THWN FR: PRESSURE CABINET TO: MCC 1 4/C-#18S TO: MCC 1 COAX » 1 4/C-#18S >> SYSTEM PRESSURE 10 #16 » HIGH PRESSURE S-030 CO 51254 1" 1 COAX LM4 FR: FRANCO CT ANTENNA C-015 CO 51254 1" 4 #16 THWN 1 #16 THWN FR: LOW WATER UNIT TO: MCC I I I I TO: MCC 1 COAX >>4 #16 >> LWCO I I P-016 CO 51254 1" 4 #12 THWN 1 #12 THWN FR: REGULATOR VALVE VAULT E-031 CO 51254 1" 1 PULL ROPE FR: JBOX(NEAR STAIRS) OA LPA-16 LPA-16 ' ' A TO: MCC TO: MCC 2 #12 >> REGULATOR SUMP PUMP 1 PULL >> 2 #12 » FLOW METER SUMP PUMP P-017 C-016CO 51254 1" 4 #16 THWN 1 #16 THWN FR: REGULATOR VALVE VAULT E-032 O 51254 1" 1 PULL ROPE FR: JBOX(NEAR STAIRS) 1 4/C-#18S 21804 TO: MCC TO: MCC Li 2 #16 >> FLOWMETER SUMP PUMP FLOAT C-017 1 PULL >> 2 #16 >> REGULATOR SUMP PUMP FLOAT O1 4/C-#18S >> PRESSURE TRANSMITTER P-033 0 51254 1" 3 #12 THWN 1 #12 THWN FR: EXHAUST FAN 1 1 P-017 0 51254 1" 2 #12 THWN 1 #12 THWN FR: FLOWMETER VAULT SUCTION P-016 TO: MCC TO: REGULATOR VALVE VAULT 3 #12 >> 2 #12 » SUMP PUMP WP, GFCI__r P-034 CO 51254 1" 3 #10 THWN 1 #8 THWN FR: CRANE DISCONNECT T C-017 CO 51254 1" 2 #16 THWN 1 #16 THWN FR: FLOWMETER VAULT SUCTION C-016 TO: MCC LPA-17 C7 0— 1 TO: REGULATOR VALVE VAULT 3 #10 >> 2 #16 >> SUMP PUMP FLOAT EMERGENCY LPA-16 WP, GFCI S-018 O51254 1" 1 4/C-#18S 3091A FR: FLOWMETER VAULT DISCHARGE P-035CO 51254 1" 2 #12 THWN 1 #12 THWN FR: WP, GFCI RECEPTACLE LIGHT LPA-17 1 1 1 TO: 1 4/C-#18S » MCC TO: MCC 2 #12 >> PUMP HOUSE LIGHTING PLAN E-018 CO 51254 1" 1 PULL ROPE FR FLOWMETER VAULT DISCHARGE TO: MCC S-035 CO 51254 1" 1 4/C-#18S 21804 FR: SCVW D IMPORT 1 PULL >> TO: MCC NO SCALE 1 4/C-#18S » FLOWMETER SIGNAL P-019 O 51254 1" 2 #12 THWN 1 #12 THWN FR: TANK LIGHT TO: MCC P-036 CO 51254 1" 3 #12 THWN 1 #12 THWN FR: EXHAUST FAN 2 2 #12 » TANK LIGHT TO: MCC P-020 CO 51254 1" 2 1 #12 THWN 1 #12 THWN FR: WATER LEVEL TRANSMITTER 3 #12 >> TO: MCC 2 #12 — RECEPTACLE GENERAL NOTES THAT APPLY TO LIGHTING AND RECEPTACLE PLAN. 1. THESE NOTES SHALL APPLY TO ALL EQUIPMENT OR FIXTURES WITH ELECTRICAL CONNECTIONS BUT WITHOUT FIXTURE SCHEDULE CONDUITS SHOWN, CONDUIT NUMBERS, OR NOT LISTED IN SCHEDULE. CODE FIXTURE WATTS/ MANUFACTURER MOUNTING 2. PROVIDE AND INSTALL NECESSARY WIRES IN SURFACE MOUNT 3/4" (MINIMUM) CONDUIT FOR FOR ELECTRICAL LETTER FIXTURE TYPE LAMPS FIXTURE OR APPROVED EQUAL ARRANGEMENT NOTES FIXTURE ARRANGEMENT AS SHOWN. MAXIMUM 3 CIRCUITS PER CONDUIT SECTION OVER 24" IN LENGTH. CONDUITS SHALL NOT EXCEED 40% FILL. STRIP LUMINAIRE, 4FT, VAPORTIGHT 4000 LUMEN 33W LITHONIA U.L LISTED FOR WET LOCATIONS 3. CONDUITS UNDER SLAB SHALL BE 1" MINIMUM PVC-40 WITH STUB-OUTS PER EXPOSED CONDUIT TRANSITION DETAIL. A MOLDED POLYCARBONATE HOUSING 5000K 120V VAP LED TYPE SO CORD AND NON-METALLIC 4. CONDUITS ABOVE CEILING SHALL BE EMT WITH COMPRESSION STYLE FITTINGS. CONDUITS BELOW CEILING SHALL FROSTED LENS, MEDIUM DISTRIBUTION CORD GRIP FINAL CONNECTION BE GRS. ACCESS TO ATTIC AREA SHALL NOT BE REQUIRED TO INSTALL CONDUCTORS. STRIP LUMINAIRE, 4FT, VAPORTIGHT 5. DEVICE BOXES AND CONDUIT BODIES SHALL BE CAST IRON OR ALUMINUM WITH THREADED HUB. THERM (1.5W/3.6V) THERMOPLASTIC B MOLDED POLYCARBONATE HOUSING ELM2 LED TWO LITHONIA QUANTUM ORDER INFO: ELM2 LED HO 6. CONDUCTORS SHALL BE COPPER TYPE THHN, CLASS C STRANDING, #12 AWG (MINIMUM). FROSTED LENS, MEDIUM DISTRIBUTION EMERGENCY LIGHT 7. MOUNT CONDUITS USING SINGLE BOLT GALVANIZED PIPE STRAPS AND CLAMP BACK SPACERS. STRIP LUMINAIRE, 4FT, VAPORTIGHT 8. USE SS EXPANSION WEDGE ANCHORS OR EPDXY ANCHORS AS NECESSARY FOR EQUIPMENT MOUNTING. MOLDED POLYCARBONATE HOUSING TRW1 LED 28W LITHONIA LED C FROSTED LENS, MEDIUM DISTRIBUTION 3,450 LUMENS WALL LUMINAIRE ORDER INFO: TRW1 LED P2 40K MVOLT DDBTXD 9. EXPOSED CONDUIT SHALL BE PAINTED WITH WALL AND/OR CEILING AS SPECIFIED. 10. PROVIDE AND INSTALL FIXTURES PER SCHEDULE THIS PAGE, QUANTITY AS SHOWN IN DRAWINGS. 11. PROVIDE AND INSTALL ALL DEVICE BOXES, JUNCTION BOXES, RECEPTACLES, SWITCHES, AND COVERS MOUNT ALL RECEPTACLES AT 48" AFF UNLESS OTHERWISE NOTED. BUDGET R-5713 12. RECEPTACLES TO BE GROUND FAULT INTERRUPTER (GFI) TYPE AND WEATHERPROOF (WP) WHERE SHOWN. fjj SAN DOSE WATER 13. ALL WORK SHALL CONFORM TO LOCAL CODES AND NATIONAL ELECTRIC CODE. MANN STATION IMPROVEMENTS MCC INSTALLATION Digitally signed AS-BUILT STAMP ONLY LIGHTING PLAN AND CONDUIT SCHEDULE M i rza, by Mirza, Hasan QROFESS/ONq REF.NOS. Date: �� All el, Hasan 2021.04.05 �� DIRECTOR OF EH&S / DATE 13:15:22 -07'00' !� BY SM: 202 W �► � � MK KEY NOTES: - E19129 DIRECTOR OF OPERATIONS / DATE Exp. 6/30/22 � CHECK / DATE EST.NO. OPROVIDE A MANUAL TIMER SWITCH WITH A SET TIME ASSISTANT CHIEF ENGINEER / DATE OF 60 MINS. �� Tp C, X/ CHECK / DATE `S" FC I n\v \\P DIRECTOR OF ENGINEERING / DATE CO 512547 q�F pF CAL\Fob SCALE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER / DATE SHEET 14 OF 25 Community Development Department LEGENDPLATE LIST WHITE LETTERING ON BLACK PHENOLIC Planning Division - Cupertino R = RING TYPE, P = 3/4 x 3 PLATE CUPERTINO APPROVED Qt Case # D I R-2021-003 1 BOOSTER PUMP #1 - 100 HP P ApplicationNumber(s) 2 1 BOOSTER PUMP #2 - 75 HP P Approval Body: Director/ Staff O O O O 0 © 0 ® 10" EXHAUST FAN O 3 1 BOOSTER PUMP #3 - 75 HP P Approval Date 08/17/21 .25' X 4,00' (1) BUSSING TYP, 4 1 BOOSTER PUMP #4 - 100 HP P � - - - - - - - - - - - - � EXHAUST EXHAUST EXHAUST EXHAUST EXHAUST EXHAUST EXHAUST I I I 5 1 BOOSTER PUMP #5 - 75 HP P Signature Jeffrey Tsumura FAN I FAN FAN FAN FAN FAN FAN I Seismic Data II Case Manager 1 I I 6 1 LOW WATER CUTOFF P FLU❑R SCENT 1------------- �i--:Q SOE�T- ----------PL --------_-] FLUORESCENT 7 1 SERVICE DISCONNECT P SECTION 1 —3 +/— 1 0 0 0# I - - - - - - 1 8 1 TRANSFER SWITCH P SECTION 4-9 +/— 2500# 11 9 1 UTILITY METERING P 11 tf 11 O C� i i 10 I RELOCATE RTU 10 1 FLOW METERING P 32 1 25.25" 1 1 1 CURRENT TRANSFORMER _100 IP _75 _ II ggggg I — — — — — — — — — — — — —� I 1 1 1 PANEL "A" MAIN P COMPARTMENT I I II I I F------� H H 1 H II I 2"long x 3/8" studs I 1 I OO 13 ___________ 150/3 HMCP 150/3 HMCP 150/3 HMCP II I 12 1 TRANSFORMER "A" DISCONNECT P F 180Amp RVSS 135Amp RVSS 135Amp RVSS 11 I TO MOUNT I 1 11 13 1 SURGE PROTECTOR P I I1 i SPD i SIZE 4 FVNR SIZE 4 FVNR SIZE 4 FVNR 11 25.25r CUSTOMER SUPPLIED I I 1 I II I HOFFMAN BACKPAN 1 I 11 11 01 L-----------J ii i A30P30 - - - - - - - - - - - - 14 1 LOW WATER CUTOUT P METER SOCKET PANEL I L------J I II I 27"x27" I I I I 1 1 15 1 ALARM PANEL P I ADD PADLOCK 1 I - - - - - - - - - - - - � I II PANEL "A" i STAPLE & HASP I Center of Gravity: 11 16 1 CRANE DISCONNECT P O+ l ii i o o i 1 TO RTU 17 1 EXHAUST FAN 1 i 11 I ❑ ❑ I 1 COMPARTMENT I 36�� AFE 1 0 13 0 l 1------ ❑ ❑ DOOR i 1 11 18 1 EXHAUST FAN 2 I ❑ I r------rO r— � II I ❑ 6 I ---------------------�J I >> II 1 11 11 I I 1 ❑ ❑ 1 FROM REAR L-JL-JL-J o o 19 i - - _ _ _ _ 20 _ _ _ _ _ _ 19 1 SCADA RTU P r-I r-IF 1 I 0 1 0 1 1 0 1 II ❑ ❑ - - - - - 1 11 11 1 I I 11 ' ❑ ❑ L-JL-JL-J I I II ❑ ❑ 1 I 1000 AMP i l i i 1 1 21 ATS I L-----J 15� 22 16 18 i 1 23 6 ALARM RESET ALARM i R 1 I 01 I I PANEL 12 24 5 HAND OFF AUTO R 01 II I II TESCO CONTROLS INC. I ®� sus 25 5 BYPASS SOFT START R I I I II I CA.C SACRAMENTOENTO, I # T-XXXXX 26 I I I I I I I I I I I I ------J I II 11 60-000 27 5 PUMP RUNNING BYPASS R B2-75 HP B4-100 HP i ii INDUSTRIAL CONTROL PANEL 28 5 PUMP RUNNING SOFT START R STANDARD SWITCHBOARD SECTION 150/3 HMCP 150/3 HMCP i ii MAINS PER EUSERC Pg. 325 135Amp RVSS 180Amp RVSS I I VOLTAGE PHASE WIRES AMPERES HZ 29 6 LOW WATER CUTOUT SIZE 4 FVNR SIZE 4 FVNR i R 14 25 KVA i1 TRANSFORMER 480 3 4 800 60 30 5 HIGH PRESSURE CUTOUT R U 0 11 SUITABLE FOR USE ON A CIRCUIT CAPABLE OF 41/1/C( 31 O O R r_e___-, R R _ R _ _ DELIVERING NOT MORE THAN: 32 1 STATION TOTAL FLOW P �f Le�_HEATERO tf N e� HEATERef �( re eHEATERe�I N L--J re eHEATERe�II tf tf 1 L�-- JI L�-- JII AMPERES AT VOLTAGE 33 ----------------------------- ------------- - ----------� r-- - ---- ---- - ---------- - ----- -- - ------ - ---- - -� 65,000 RMS SYM. 480 V 34 METER SOCKET RATING 800 A. CONT. 35 ENCLOSURE: TYPE 12 36 36.00" -r- 42.00" -r- 20.00" 20.00" 24.00" 24.00" 24.00" �- 37 20.00" 36.00" 38 39 40 41 METERZMAIN FRONT ELEVATION MOTOR CONTROL CENTER FRONT ELEVATION MCC ANCHOR BOLTO1 (PLATE) LETTERING PG&E METERING B 1 100 HP B3 75 HP B5 75 HP RED LION RTU & WHITE 0 N BLACK �` �` 10.00" B2 75 HP B4 100 HP PANEL A HPCO's TRANSFORMER #4-40 PAN HEAD M.S. NTS 20.00" 33.00" 20.00" `� 21 .00" 21 .00" - 21 .00" - 1 7.00" 33.00" - TYPICAL LEGEND PLATES CONDUIT CONDUIT CONDUIT CONDUIT WITH 2 LINES OF TEXT WHITE LETTERING A BLACK PHENOLIC PLATE e E AREA AREA AREA AREA WARNING LEGEND PLATE (RING TYPE) 21.00 10.00 10.00 OFF 1/2' ° WARNING ° 01 I 3�s MAIN BREAKER & GENERATOR 36.00" 42.00" 20.00" 20.00" 24.00" - 24.00" �I 24.00" �� 20.00" �I- 36.00" -I BREAKER MUST BE TURNED + HAN D AUTO OFF TO DISCONNECT MCC 4'- 1/2' CAUTION METERMAIN BASE PLAN MOTOR CONTROL CENTER BASE PLAN 3,6 GENERATOR STARTS AUTOMATICALLY ° ° NTS PANEL MANUFACTURED TO UL508 STANDARDS NTS KEY NOTES: PROVIDE 1/2"HILTI KB-TZ WITH 2 3/8"EMBEDMENT FOR MCC ANCHOR BOLTS PUMPI.E . (TYP FOR ALL) LEGEND PLATE STEEL ENCLOSURE CONSTRUCTION NOTES BUDGET R-5713 1 1. EXTERIOR 12 GA. H.D. GALV. STEEL AND INTERIOR 14 GA. COLD ROLLED STEEL DI itall sl ned b ELECTRICALLY WELDED AND REINFORCED WHERE REQUIRED. 3.5 3.5 3.5 M i rza g y g y S/`11 �1 JOO S E WATER 2. CONSTRUCTION WILL BE TYPE 12 Mirza, Hasan 3. ALL NUTS, BOLTS, SCREWS AND HINGES WILL BE STAINLESS STEEL. varies per 29 30 top of Date: 2021 .04.05 4. NUTS, BOLTS & SCREWS WILL NOT BE VISIBLE FROM OUTSIDE OF ENCLOSURE. H a s a n ' ' MANN STATION IMPROVEMENTS 5. NAMEPLATES WILL BE PROVIDED AS REQUIRED. frame size O O 1 lower door 13:19:05 -07 00 6. CONTROL WIRING WILL BE MARKED AT BOTH ENDS BY PERMANENT WIRE MARKERS. MCC INSTALLATION 87.. ENCLOSURE EBEILL BE FACTORY WIRED AND CONFORM TO REQUIRED NEMA AND UL STANDARDS. 27 28 i AS-BUILT STAMP ONLY MCC ELEVATION HOSPITAL WHITE if 0 0 Q��FESS/pNq TESCO'S POLY-PORC COATING SYSTEM � AL /�j REF. NOS. 2 3 2 4 2 5 i �� / �� DIRECTOR OF EH&S / DATE INCLUDES A FIVE STAGE METAL PREPARATION PROCESS: I Cry C� BY SM: 202 1. ALKALINE CLEANER/IRON PHOSPHATE APPLICATION @ 160°F. 1 O i bottom of C7 MK 2. DE-IONIZED WATER RINSE #1. 3. DE-IONIZED WATER RINSE #2 i U p p e r door E 19129 DIRECTOR OF OPERATIONS / DATE I CHECK / DATE 4. DE-IONIZED WATER RINSE #3. I Exp. 6/30/22 EST. NO. 5. INHIBITIVE RINSE TO SEAL PHOSPHATED SURFACES @ 120°F AND FINISHED i ASSISTANT CHIEF ENGINEER / DATE WITH AN ELECTROSTATICALLY APPLIED DRY POLYESTER POWDER COATING i / CHECK / DATE THEN BAKED @ 400°F TO CURE. p r SqI' FC T R`v� \'\P DIRECTOR OF ENGINEERING / DATE CO 512547 BOOSTER PUMP CONTROL DETAIL 'Y F0 CAI-�F SCALE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER / DATE SHEET 15 OF 25 TM I TESCO CONTROLS, INC. 8440 FLORIN ROAD DATE DESIGN BY DRAWN BY CHK'D BY SHEET # DRAWING # SACRAMENTO, CA 95828 REV DATE BY DESCRIPTION (916) 395-8800 Community Development Department Planning Division - Cupertino ;- INCOMING UTILITY tUPER INO APPROVED D I R-2021-003 Cas # i (N) GENERATOR � Application Number(s) I .r I 480V, 30 ' (E)TR i 500 KW App ova I Body: Director/Staff 3 PHASE I 625 KVA App ova I Date 08/17/21 12kV- DELTA ; 526 A I Sign iture Jeffrey Tsumura 480V-WYE Case Manager I 800A 3P TM ------------------ ------ ------------------------------------------------------------- ---------- I I I 0 I I I I � I I I I o I I � I I *k I I � I o6 I I I � I I � I 800AF 0\ TM o 3P /) 800A, ATS M 800AT 65 KAIC M I I I I 3 POLE I I I I I I I I I I I I I NEUTRAL I I 3(3-#300(0) & 141/0 (G)) I I I I I I I NEUTRAL I I I I I I I I I I I I I I I GROUND BUS ; MCC, 800AMPS, 480V, 30, 4WIRE, 60HZ, 65KAIC I I I I I i I I L I A n n n n ---------------------------------------------------------------------------------------------I I I I 3P 250AC MCP 250AC MCP 250AC MCP 250AC \ MCP 250AC \ MCP 30AT TM 15AT TM 15AT TM 70AT TM 40AT ) 3P 3P 3P J 3P ) 3P ) 3P ) 3P ) 2P ) 65KAIC I / I FVNR FVNR FVNR FVNR FVNR TR-CB I SIZE 4 RVSS SIZE 4 RVSS SIZE 4 RVSS SIZE 4 RVSS SIZE 4 RVSS 25KVA I 180A 135A 135A 180A 135A 1 PHASE I 480- 100 AMP SPD 240/120V PANEL A I I I I I i I I i I I I I I #1/0 BARE COPPER I I I I I I I L-------------------------------------------- --------------------------------------' V V GROUND ROD �? `•? �? N N 06 06 06 06 06 06 06 06 O � � O T O ELECTR CAL co A co co co co CALCULAT0N MANN DRIVE Pump Station San Jose Water Company, San Jose , CA RUN DESCRIPTION Qty AMPS AMPS 100 75 75 100 75 1 1 100HP BOOSTER # 1 1 124 124 FLA 96 FLA 96 FLA 124 FLA 96 FLA 1.8 FLA 1.8 FLA 75HP BOOSTER #2 1 96 B-1 B-2 B-3 B-4 B-5 CRANE EF1 EF2 LP-A BOOSTER PUMP BOOSTER PUMP BOOSTER PUMP BOOSTER PUMP BOOSTER PUMP EXHAUST FAN 1 EXHAUST FAN 2 LIGHTING PANEL NO. 1 NO. 2 NO. 3 NO. 4 NO. 5 75HP BOOSTER #3 1 96 100HP BOOSTER #4 1 124 75HP BOOSTER #5 1 96 CRANE 1 30 EXHAUST FAN 1 1 1 .8 EXHAUST FAN 2 1 1 .8 SUB TOTAL 569.6 ADD 25% LARGEST MOTOR 1 35 Digitally signed BUDGET R-5713 M i rza, by Mirza, Hasan SAN JOSE WATER 25kVA 1 52 Hasan TRANSFORMER Date: 2021 .04.05 �� 13:19:47 -07-00- MANN STATION IMPROVEMENTS SUB TOTAL 87 87 AS-BUILT STAMP ONLY MCC INSTALLATION SINGLE LINE DIAGRAM QROFESS/pNq TOTAL 656.6 A f / /�� REF.NOS. HL DIRECTOR OF EH&S / DATE SM• 202 BY ( 1 . 15% S.F.) 755.09 MK � DIRECTOR OF OPERATIONS / DATE MAIN BREAKER AMPS E19129 800 Exp. 6/30/22 CHECK / DATE ASSISTANT CHIEF ENGINEER / DATE EST.N0. CHECK / DATE EC TR\G ��P DIRECTOR OF ENGINEERING / DATE CO 512547 Tesco Controls Inc. MDN FOFCA�\F SCALE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER / DATE SHEET 16 OF 25 Community Development Department Planning Division — Cupertino UPLRTINO APPROVED Case # DIR-2021-003 MCC RECEPTACLES Application Number(s) 13 MCC # 1 N 13 A8 MCC #2 N 8 A 1 4 MCC #3 N 14 A2 MCC LIGHTING N2 Al N 1 Approval Body: Director/ Staff FANS 8c HEATERS FANS 8c HEATERS FANS 8c HEATERS Approval Date 08/17/21 Signature Jeffrey Tsumura A 13 N 13 A8 N 8 A 14 N 14 A2 N2 Al N 1 Case Manager SHELTER 1 DR SW- 1 \ / ° ° T—Stat F1 A FAN T— Stat F2A FAN T— Stat F3A FAN � SW- 1 GFCI W ° IF ° T— Stat F213 T— Stat F313 A8 FAN N8 A14 —(FAN)— FAN N14 A2 SHELTER 2 N2 Al N1 DR SW- 2 T—Stat H 1 A T— Stat H2A T— Stat F3C SW- 2 \ Ak 40 HTR HTR FAN W ° ° GFCI ° ° ° qr T— Stat H2B T— Stat F3D /47j A8 HTR Al 4 LAN N 14 A2 SHELTER 3 N2 Al N 1 DR SW- 3 \ / ° ° T— Stat H3A HTR I SW- 3 GFCIW PANEL A SCHEDULE BREAKERS LUGS ❑ MAIN AIC AMP BUS WIRE VOLT AMPS/POLES X A7 ADEMCO SECURITY N7 BREAKER ❑ 100 10K 100 3 1 120/240 PANEL LEGEND PLATE LEGEND PLATE NEUTRAL ° MCC RECEPTACLES 20/ 1 E]— ,, F2] 15/ 1 MCC LIGHTING SPARE 20/ 1 3 4 20/ 1 SPARE PLC PANEL 20/ 1 S 6 15/ 1 RED LIONS UPS ADEMCO SECURITY PANEL 15/ 1 8 15/ 1 MCC #2 FANS & HEATERS REGULATOR VALVE SUMP 15/ 1 D 10 20/ 1 WATER LEVEL TRANSMITTER PRESSURE CABINET 15/ 1 [E�-- H12 15/ 1 B3 AND B4 RECEPTACLE SHELTERS # 1 FANS & HEATERS 15/ 1 13 14 15/ 1 MCC #3 FANS & HEATERS FLOW METER SUMP 15/ 1 15 16 20/ 1 BUILDING LIGHTING BUILDING RECEPTACLES 20/ 1 17 18 G E5 60/2 GEN . LOAD CENTER BUILDING RECEPTACLES 20/ 1 19 20 21 22 20/ 1 WP, GFCI RECEPTACLE SPARE 30/2 ADEMCO 23 24 20/ 1 SPARE SPARE 20/ 1 25 26 20/ 1 SPARE 27 28 BUDGET R-5713 g 0 2 MAIN M i rza Digitally signed by / i Mirza, Hasan jjjj SAN JOSE WATER 2 9 3 o Hasan Date: 2021.04.05 13:20:27 -07'00' MANN STATION IMPROVEMENTS MCC INSTALLATION AS-BUILT STAMP ONLY PANEL SCHEDULE �o QRpFESS/ONq� L1 AL I �AI REF.NOS. DIRECTOR OF EH&S / DATE SM: 202 BY LQ El 9129 Pp : MK DIRECTOR OF OPERATIONS / DATE CHECK / DATE Exp. 6/30/22 � ( ASSISTANT CHIEF ENGINEER / DATE EST.NO. CHECK / DATE SqT EC TRIG CO 512547 OF C SCALE DIRECTOR OF ENGINEERING / DATE F ALF® NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER / DATE SHEET 17 OF 25 TM I TESCO CONTROLS, INC. 8440 FLORIN ROAD DATE DESIGN BY DRAWN BY CHK'D BY SHEET # DRAWING # SACRAMENTO, CA 95828 REV DATE BY DESCRIPTION (916) 395-8800 REFERENCE DWG. MANNDR-08 Community Development Department Planning Division — Cupertior1 CUPERTIN4 APPROVED BYPASS STARTER BOOSTER PUMP C` e CT2 BP ,Acinlication Number(s) O/L Approval Body:Director/ Staff PUMP Approval Date1__j0__W17/21 - - - - - - MOTOR Signature J66 Tsumura Case Manager I I THERMAL SENSOR CUTLER HAMMER I 120 VOLT PUMP CONTROL CIRCUIT I.T. SOFT STARTER I 4.5 AMP f 1 f2 f3 FOR 33 & 34 FUSES —MOTOR SPACE HEATER 1 W H T 1 L1 T1 1 HPCO 125 CR RELAYSE LOGIC L2 T2 7 NORMALLY CLOSED, OPENS ON HIGH PRESSURE 480 VOLT L3 T3 TYP CAL BOOSTER PUMP RESET CR7 �Hl H2 H3 H4 1 PVTR 126 127 ON-DELAY TD ALARM 0 —� POWER AND CONTROL D AG RA M . 1 Sec 600 Hrs 8 DELAY kVA _ X4 X3 X2 X1 101 102 1 12 �, �, / HIGH WHT R PRESSURE PTT/ CUTOUT f4 10 AMP 120 VOLT _ FUSE [0 L1 24V N 1 1 2 POWER SUPPLY Blk/Wht _ 24- � I I E 3 W 4 N I PROBE RELAY + 24 VOLT DC INTERCONNECT SERIES 1500 24+ Blu/Wht P _ STOP— _ TOP J PUMP NUMBER & -� z WIRE NUMBER 1 5 6 2 TE7 3 START TR N 0 10 SEC Blu/Wht _ JOG STOP / I COMPARTMENT 2 � � RUN WIRE NUMBER IS I 7 SECONDARY - - - - - - - - - - - - - - - � RESET 3 0/L o PVTR TERMINAL I VOLTAGE � DEFEAT > � � � GRY W# 101 CR REVERSE I 4 R PUMP RUNNING 101 1 9 10 128 LOGIC Blu Wht 4 RESET Cv PTTi SOFT STARTER 1 9 RELAY / POWER OK LOW RUNNING W# 102 LEVEL 1 I I 5 CR PUMP MOTOR 102 1 3 — �I I� — — 1 4 1 RUNNING RELAY GRY PROBES N/C SOFT CR1 I NORMALLY OPEN, HELD CLOSED, OPENS ON LOW WATER IN SUMO (00 95 �� 96 6 CR STARTER BLU 103 W# 1 03 I CR9 N/0 2 READY 129 130 ON DELAY TD ALARM L98 RUNNING SOFT START 10 IF W# 1040.5Sec-999Min. 10 DELAY 104 TD10 O BRIN LOW H A SOLENOID H 0 A R WATER 10 g (40 PTT/ CUTOUT — — ��`� — — N 'T-� PUR W 10 9 PLC START-STOP CR5 109 # I COMMON FOR ALL PUMPS CR START-STOP LOCATED IN SEPARATE COMPARTMENT -�, 107 108 3 PUMP HOA IN AUTO TO PLC W 110 EXTEND TO RTU 110 # RED COMPARTMENT ORG CR3 PUR — — — — — — — — w/60" COIL MX# BLU 10 1 111 W# 1 1 1 TD START-INITIATE 4 TIMED SHUTDOWN RUNNING BY-PASS OFF-DELAY (DOB) 1 12 W# 1 12 HPCO LWCO J O BRN PVTR 12 0/L Ift13 TD8 14 TD10 CR PUMP START/RUN BYPASS SOFT START 15 16 5 PERMISSIVE RELAY -� BLU 1 13 W# 1 13 O SOFT START SELECTOR IN TD4 LIMIT SWITCH MX BYPASS START CR2 21 CR SOFT START SOFT START POS. W# 1 14 17 18 ----*__ 0 kD111)19 6 RELAY BRN 1 1 4 120 SEC CLOSED WHEN VALVE 1 CR6 IS NOT FULLY OPEN 20 ON DELAYT SOFT START 0.5Sec-999Min. DELAY RELAY CR6 22 23 BP BYPASS '�- # STARTERMirza, Digitally signed BUDGET R-5713 rza, asan by Mi H Mx � _ SANJOOSE WATER Hasan Date: 2021 .04.05 R RUNNING 13:21 :17 -07'00' ON BYPASS MANN STATION IMPROVEMENTS MCC INSTALLATION PTTi AS-BUILT STAMP ONLY BOOSTER PUMP CONTROL SCHEMATIC 1 B P# 25 M X BYPASS o QRpFESS/pNq� REF.NOS. # AUXILIARY AL EXTEND TO RTU �� P� � '�i �� DIRECTOR OF EH&S / DATE COMPARTMENT �' BY sM: 202 � � MK DIRECTOR OF OPERATIONS / DATE W/60" COIL E19129 CHECK / DATE EST. NO. Exp. 6/30/22 ,(CFC TR\GP P ASSISTANT CHIEF ENGINEER / DATE `- \ CHECK / DATE c \\ DIRECTOR OF ENGINEERING / DATE CO 512547 OF OAS\F SCALE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER / DATE SHEET 18 OF 25 TM I TESCO CONTROLS, INC. 8440 FLORIN ROAD DATE DESIGN BY DRAWN BY CHK'D BY SHEET # DRAWING # SACRAMENTO, CA 95828 REV DATE BY DESCRIPTION (916) 395-8800 — — — — — — — — — — — — — — — — — — — Community Development Department Planning Division — Cupertino UPERTINO APPROVED Case # DIR-2021-003 A6 N6 Application Number(s) Approval Body: Director/ Staff RED LION Approval Date 08/17/21 A6 N6 COMPARTMENT Signature Jeffrey Tsumura Case Manager I I F RED LION PAXLC600 6 DIGIT TOTAL FLOW x 1000 Gallons � I I JQ — — — — — FU#A ONLY ( 1 ) FLOW TOTALIZER THIS STATION I O I z z 230 NOT ACTIVE ❑ ■ SINK 0 1 2 NOT ACTIVE ■ ❑ SRC J HI FREQ ❑ ■ LO FREQ I) TOTAL I 115 LOG ❑ MAG # 1 I EN PGM ❑ ■ DIS PGM 3 EN RST ■ ❑ DIS RST o o 3 4 m of a o o o � L1 2 3 4 5 6 7 8 9 10 m m e (Z e 0 m m e TERMINAL STRIPS @ REAR I I I I B# #B S I I I I 24VDC @ PLC COMPARTMENT 4-2OmA & PULSE FLOW SIGNAL + B - FROM FLOWMETER VIA THE PLC, COIL 60" AT THE PLC COMPARTMENT I I I I I I I I I I i i I I I I I I I I I I i i I I I I I I I I I I I I I I I I I I i i I I I I i t I I I I I I I I I I I I I I I I I I i i I I I I I —0-] ____ ______________________________� I FLOW ---- -------------------------------� METER O O BUDGET R-5713 M i rzar Digitally signed by jjj SAN JOSE WATER Mirza, Hasan H a s a n Date:2021.04.07 13:59:10-07'00' MANN STATION IMPROVEMENTS MCC INSTALLATION AS-BUILT STAMP ONLY FL0INMETER SCHEMATIC QROFESS/ON4 REF.NOS. �OAL DIRECTOR OF EH&S / DATE \ SM: 202 Q E 19129 BY MK DIRECTOR OF OPERATIONS / DATE CHECK / DATE EST.NO. Exp. 6/30/22 ASSISTANT CHIEF ENGINEER / DATE CHECK / DATE FC TRIG CO 512547 DIRECTOR OF ENGINEERING / DATE F OF CA\-\� SCALE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER / DATE SHEET 19 OF 25 TM I TESCO CONTROLS, INC. 8440 FLORIN ROAD DATE DESIGN BY DRAWN BY CHK'D BY SHEET # DRAWING # SACRAMENTO, CA 95828 REV DATE BY DESCRIPTION (916) 395-8800 50.00" Community Development Department 48.25" Planning Division — Cupertino 46.01 " LIGHT tUPERTINO A Case# DIR- 021-00 II NAME PLATE SCHEDULE Applicati n Number(s) II \\\\\ ''//// • • • II o TAG # QTY TYPE SIZE INSCRIPTION Approva Body: Direct r/ Staff II _ _ O L A rova Date 08/17 21 II CONDUIT ENTRANCE I� N r; „ „ SYSTEM pp II 1 2 PLATE .75 X 3 II In Q DISCHARGE PRESSURE SignatureJeffrey Tsu�nura �' �� Ca e Manager II U I \ ~ ® 2 1 PLATE 1 " X 4" PRESSURE CABINET I II I T ar 3 11 PLATE .5 X 1 .5 ISOLATION VALVE II PANEL BASE PLAN © 4 11 PLATE .5 X 1 .5 BLEED/DRAIN VALVE o BP 1 BP2 BP3 BP4 \\ o I �\ o 0 0 0 0 5 11 PLATE .5 X 1 .5 SHUTOFF VALVE iF--1'\ iF--1\ iF--1' iF--1� o IPSI ` IPSI ` IPSI ` IPSI \HPCO/ �HPCO HPCO, \HPCO, BHP 07 ® 10 11 6 11 PLATE .5 X 1 .5 FILTER/STRAINER I I I 7 1 PLATE .75" X 3" HPCO 31 II I II I 8 1 PLATE .75 X 3 HPCO B2 Ii I II © © © © 6 9 1 PLATE .75 X 3 HPCO B3 I 0 0 0 5 0 II 10 1 PLATE .75" X 3" HPCO B4 I o�HEATER®� 11 1 PLATE .75" X 3" HPCO 35 50.00"PANEL ELEVATION PANEL SIDE VIEW STEEL ENCLOSURE CONSTRUCTION NOTES 1 . EXTERIOR 12 GA. H.D. GALV. STEEL AND INTERIOR 14 GA. COLD ROLLED STEEL ELECTRICALLY WELDED AND REINFORCED WHERE REQUIRED. TO STARTER ) COMPARTMENTS ( 2. CONSTRUCTION WILL BE 3. ALL NUTS, BOLTS, SCREWS AND HINGES WILL BE STAINLESS STEEL. 4. NUTS, BOLTS & SCREWS WILL NOT BE VISIBLE FROM OUTSIDE OF ENCLOSURE. TO PLC ) 5. NAMEPLATES WILL BE PROVIDED AS REQUIRED. COMPARTMENT ( 6. CONTROL WIRING WILL BE MARKED AT BOTH ENDS BY PERMANENT WIRE MARKERS. 7. ENCLOSURE WILL BE FACTORY WIRED AND CONFORM TO REQUIRED NEMA AND UL STANDARDS. TUBING WITHIN THE ENCLOSURE 8. COLOR TO BE: IS 1 /4" COPPER TUBE FITTINGS ARE BRASS TESCO'S POLY-PORC COATING SYSTEM LEGENDPLATE SH — + 1 125 1 128 1 125 1 128 1 125 1 /2" x 1 1 /2" INCLUDES A FIVE STAGE METAL PREPARATION PROCESS: A EQUALIZING VALVE HPCO HPCO HPCO HPCO HPCO 1 . ALKALINE CLEANER/IRON PHOSPHATE APPLICATION @ 160°F. B ISOLATION VALVE 2. DE—IONIZED WATER RINSE # 1 . C SHUTOFF VALVE 0 0 0 3. DE—IONIZED WATER RINSE #2 DI BLEED/DRAIN VALVE PT1 4. DE—IONIZED WATER RINSE #3. 5. INHIBITIVE IN TO SEAL PHOSPHATED SURFACES @ 120°F AND FINISHED PIT WITH AN ELECTROSTATICALLY APPLIED DRY POLYESTER POWDER COATING (PRESSURE INDICATING TRANSDUCER) THEN BAKED @ 400°F TO CURE. ROSEMOUNT PT1 2088—G-3—S-22—A- 1 —0—M5—B4—KB—Q4, 0-80OPsi FACTORY CALIBRATE TO 0 200 PSI 1 /4" COMPRESSION TUBING FITTING HPCO o 0 0 0 0 (HIGH PRESSURE CUTOUT) MERCOID PRESSURE SWITCH rF�A 10-300 PSI DS-7231 — 153-9 ERSPDT MECH. ACTION SWITCH 1 4"NPT STRAINER / BUDGET R-5713 M i rza Digitally signed by �� Mirza, Hasan All ENVIRONMENTAL SAN J SE WATER Date: 2021.04.07 Hasan 13:59:50-07'00' MANN STATION IMPROVEMENTS A 1 1 N 1 1 AS-BUILT STAMP ONLY MCC INSTALLATION PRESSURE CABINET DETAILS DR SW L 1 QRpFESS/ONq� Q REF.NOS. F �� AL I Fti DIRECTOR OF EH&S / DATE SM• 202 BY T—S t a t H 1 H 1 A W E MK DIRECTOR OF OPERATIONS / DATE E 19129 H T R * /22 � CHECK / DATE Exp. 6/30 EST.NO. ASSISTANT CHIEF ENGINEER / DATE CHECK / DATE s'q�FCTR�G �P DIRECTOR OF ENGINEERING / DATE CO 512547 F OF CA1-�F� SCALE INOBY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER / DATE SHEET 20 OF 25 TM I PANEL BAC K PA N TESCO CONTROLS, INC. 8440 FLORIN ROAD DATE DESIGN BY DRAWN BY CHK'D BY SHEET # DRAWING # SACRAMENTO, CA 95828 REV DATE BY DESCRIPTION (916) 395-8800 Community Development Department t SAMSARA SCT-065-800 800 5 CT'S Planning Division — Cupertino I -CUPERTINO APPROVED Case# I CT1 BOOSTER PUMP AppO19t _ Numbers) C T2 Approval Body: DirE�,ct7/Staff CT3 I PUMP Approval Date 0 W i I MOTOR Signature Jeffrey; su oura Case Manager I FU1 ,2,3 1A BRN BOOSTER PUMP I ORG I YEL I I I N i WHT I I EQUIPMENT N DASHED BOX S CUSTOMER 1112131415161 171819 SUPPLIED SAMSARA HW—PM20 POWER MONITOR � I TO ADDITIONAL O RED 111213 i HW—PM20 BLK GRN POWER MONITORS I 0 i i I RED GRN LTE e� I CPS I I i WIEI 22/4 SHIELDED SUB G GATEWAY A B-GND ADAPTER USB LTE CPS 2.4 CHz LTE SAMSARA O HW—GW22 i GATEWAY ETH i I � I + — I � I TAC—GW—WW-1 WER ADAPTER - - - - - - - - — - - �DP CAT 5 + — PWR ETH HW—HM 1 1 A10 [ ± HEALTH MONITOR I I I I C8 N8 All [ + Al2 [ + BUDGET R-5713 Q A13 [ + I M i rza, Mg a, Hasan itally signed by fJjj SAN JOSE WATER NOTES: I + 1 . ONE POWER MONITOR PER PUMP REQUIRED, MOUNTED IN PUMP CONTROL SECTION. HaSarl Date:2021.04.07 A14 [ — 2. PUMP HEALTH MONITORS COMMUNICATE WIRELESSLY. 1 REQUIRED PER 14:00:35-0700 MANN STATION IMPROVEMENTS + NON—SUBMERSIBLE PUMP (SHIP LOOSE FOR INSTALLATION IN THE FIELD). AS-BUILTSTAMP ONLY MCC INSTALLATION SAMSARA SCHEMATIC A15 L — 3. ANTENNA MOUNTS ON TOP OF PLC SECTION. i QOESS/O A 4. MOUNTED IN PLC SECTION. �O I + AL/ REF.NOS. A16 [ — /Q` /� �,� BY DIRECTOR OF EH&S / DATE SM: 202 MK + E 19129 DIRECTOR OF OPERATIONS / DATE A17 [ — I * Exp. 6/30/22 CHECK / DATE EST.N0. MOXA E124 ASSISTANT CHIEF ENGINEER / DATE �^ CHECK / DATE �\v \\P DIRECTOR OF ENGINEERING / DATE CO 512547 �TF OF CA1-�F�� SCALE tOB DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER / DATE SHEET 21 OF 2$ TM I TESCO CONTROLS, INC. 8440 FLORIN ROAD DATE DESIGN BY DRAWN BY CHK'D BY SHEET # DRAWING # SACRAMENTO, CA 95828 REV DATE BY DESCRIPTION (916) 395-8800 Community Development Department Planning Division-Cupertino CUPERTIN D APPROVED Case t D I R-2021-003 ApplicationNumber(s) 2'-8" WIDTH Approval Body: Director/ Staff (EXISTING) Appro val Date 08/17/21 b, b. D SAW CUT AS REQUIRED Signat re Jeffrey Tsumura ° ° D D Case Manager • D D INSTALL NATIVE BACKFILL ' D D p D EX. PAV'T. D D Al CD D D Z D D D D ° D 1 X METER ANCHORS, 5/8" HILTI NOTES: w THICKNESS VARIE , KWIK-BOLT TZ W/2.375" >101 LITHONIA LIGHTING, KAD LED 40C D D = 530 40K R3 120 SPD04 DDBXD PROVIDE TOP OF EMBEDMENT (TYP) STANCHION MOUNT WITH FULL CUTOFF NEW ELECTRICAL ° . z CONCRETE TO #4 REBAR (INSTALL 1.5" METER AND , ° , ° J MATCH EXISTIN (5" CLEAR ROM TOP OF SLAB) z WARNING LABEL TAPE O3 O2 GALVANIZED U-BOLTS. (TYP) SWITCHBOARD MIN, FIELD VERI Y) ° b. D M .4••D_ ° a'. , O O3 1 1/4" GRS-PVC, 6 FT IN LENGTH 0 ° i ° ° D D C" COMPACTED APPROVED NATIVE BACKFILL EXISTING METER D ° ° v a v a' 40 # CONCRETE PAD, TO D • . ° ° v I•° ° ° ° ATTACH SUPPORT TO7-- EXISTING � BOLTEODPCONNECTIOER DSWIRE WITH ' EXISTING ROUGHEN SURFACE OF EX. HAND RAIL ON REMAIN AND BE D SLAB ON EXISTING CONCRETE TOP OF TANK O5 8" x 6" x 4" SS JUNCTION BOX. REUSED o ° La GRADE #4 W/ STD HOOK SPACE na 8" 1" PVC ELECT. CONDUIT HOFFMAN CHNFSS OR EQUAL. D O.C., WITH 4" EMBED INTODRILL 1/4" HOLE IN BOTTOM FOR DRAIN. #4 REBAR, DOWEL INTO ��' EXISTING SLAB ON GRADE, W/ PAD @ 8" O,C,, ° Lei SAND BACKFILL O GRS-PVC CONDUIT ATTACH TO 4" OF EMBEDMENT, WITH D I D D w a EPDXY , . Q STAIRS FRAME EPDXY `� SIDE VIEW D I D I COMPACTED AS DIRECTED p --b�-- - N.T.S. BY ENGINEER O #4 REBAR .�_.__J L I D D D SURFACE METER CONCRETE PAD EXTENSION PAD EXTENSION NOTE 2,_8�� z CONTRACTOR SHALL VERIFY TYPICAL ELECTRICAL TRENCH D E TA � NOT TO SCALE � TANK EIGHT D E TA � 4 No oLD CONDITION OF EXISTING PAD AFTER <UO z REMOVAL OF EXISTING METER. NOT TO SCALE w CONFIRM CONDITION OF PAD WITH w SAN JOSE WATER PRIOR TO TOP VIEW INSTALLING PAD EXTENSION N.T.S. SWITCHBOARD PAD EXTENSION DETAIL 5 NOT TO SCALE FLEX CONDUIT THREADED COUPLING GROUT CURB AROUND CONDUIT STUB-UP RECTANGULAR WITH 2" (MIN) RADIUS BEYOND CONDUIT 3 FINISH GRADE tF, a 4 ° ° 4 ° ° NATIVE BACKFIELD REINFORCED CONCRETE 90% COMPACTION (MIN) GROUND ROD BOX GRS-PVC RISER 12" (MIN) CHRISTY TYPE F8 OR EQUAL. (TYP) FEMALE ADAPTER GRADE °Q 4 1 1 OR COUPLING d °° GROUND ROD CLAMP \ \ FACTORY SWEEP — OZ GEDNEY TYPE GRC \ \ m OR EQUAL. (TYP) 11 3/4 CONDUIT PER SCHEDULE (TYP) - a (MIN)BARE COPPER GROUND SLAB ADAPTER COUPLING WIRE TO GROUND GRID (TYP) GRS-PVC CONDUIT _ I I V V ppppppp ppp �BACKFILL PER THREADED COUPLING UG CONDUIT DETAIL p p p p p p p p p p o 0 GROUT CURB AROUND o00000000 0 0 � � � � � � � CONDUIT STUB-UP CONDUIT TYPE 6" 0000000 0 � o 000000 � RECTANGULAR WITH 2" (MIN) ° PER SCHEDULE p p �� CONDUIT ENTRY (TYP) RADIUS BEYOND CONDUIT WALL o 0 17 0 0 0 0 0 3 FINISH GRADE 17 ° /X,a �i �' —F �9_ff1' GRS-PVC BEHIND WALL NON-CONDUIT ENTRY (TYP) GRS-PVC CONDUIT 3/4 CRUSHED ROCK GRS-PVC RISER 6" DEPTH (MIN) 3/4" X 10' a COPPER COATED UNDISTURBED GROUND ROD FEMALE ADAPTER F SOIL (TYP) OR COUPLING — : ° \ \\ FACTORY SWEEP ° \ CORE DRILL WALL AND PACK GROUND N S P E C T O N B O X DETAIL 6 BUDGET R-5713 \ _ ° WITH NON-SHRINK GROUT NOT TO SCALE _ � OR POUR IN PLACE f jj SAN JOSE WATER j CONDUIT PER SCHEDULE (TYP) MANN STATION IMPROVEMENTS NON — SLAB ADAPTER COUPLING WALL MCC INSTALLATION Digitally signed AS-BUILT STAMP ONLY TYPICAL DETAILS EXPOSED CONDUIT TRANSITION DETAIL 5 Mi rza, by Mirza, Hasan OQROFESS/QNgC REF.NOS. Date: ��c, AL �`� NOT TO SCALE _ H c 2021.04.05 ��/P` "�� Ci� BY DIRECTOR OF EH&S / DATE SM• 202 1 1 '� 13:16:20-07'00' _�vJ 1 � E 19129 MK DIRECTOR OF OPERATIONS / DATE CHECK / DATE Exp. 6/30/22 ASSISTANT CHIEF ENGINEER / DATE EST.NO. �/ CHECK / DATE sq11 FC TR\G��Q I MK 3/24/21 CITY COMMENTS CO 512547 DIRECTOR OF ENGINEERING / DATE OF CA�\F� SCALE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER / DATE SHEET 22 OF 25 Community Development Department Planning Division — Cupertino -CUPERI INN APPROVED Ca s # D I R-2021-003 Application Number(s) App ova I Body: Director/Staff App ova I Date 08/17/21 o ° o °a 0 o O O I o Sign 3ture Jeffrey Tsumura Case Manager P P I , I , D SECURITY STRAP 0 0 I , SILENCER 354871 8" EXHAUST VIPE, No CUSTOM 0 0 0 0 o 0 0 24"ANGLE BRACKET BY 2"VENTALLATION PIPE d ° 6"WIDTH, TYPICAL 3 2"VENTALLATION PIPE THROUGH THE SIDE OF 0 THE BUILDING 0 00 00 0 0 FLEXIBLE EXHAUST Al CONNECTOR, STAINLESS STEEL 0 0 01 0 0 FLEXIBLE EXHAUST CONNECTOR, STAINLESS STEEL 0 0 (150.91") 0 0 0 o ++ d O 0 0 00 00 0 0 A . . 0 0 00 •t::.a< ae::a. _•-, .."T" .-... -. •o:.a.., —'S-iL,..a ,t'.aa� r}• - •E^..a,_,;N 't i::��N 't i:.aa 't i:.. 'e°:.a_,�N 0 MUFFLER INSTALLATION DETAIL MUFFLER INSTALLATION FRONT VIEW EXHAUST EXHAUST EXHAUST EXHAUST EXHAUST EXHAUST FAN FAN FAN FAN FAN FAN ELU❑.R SCENT FLUOR. .SCENT FLUORESCENT . . . . . . . . . . . . . . . . . . . . . . 7—T RELOCATE RTU Q 25.25"" 31 -100 HP 33-75 HP 35-75 HP 150/3 HMCP 150/3 HMCP 150/3 HMCP 2"long x 3/8" studs 180Amp RVSS 135Amp RVSS 135Amp RVSS TO MOUNT SIZE 4 FVNR SIZE 4 FVNR SIZE 4 FVNR 25.25' CUSTOMER SUPPLIED HOFFMAN BACKPAN A30P30 27"x27" ADD PADLOCK PANEL. . . . . . . STAPLE & HASP TO RTU 0 o COMPARTMENT 13 DOOR 0: ❑ ❑ . . . . . . . . . . . . . . . . . . . . . . . t( tf � ❑ ❑ R ❑ ❑ R � R ALARM ®® � PANEL B2-75 HP 34-100 HP 150/3 HMCP 150/3 HMCP 135Amp RVSS 180Amp RVSS SIZE 4 FVNR SIZE 4 FVNR 25 KVA �z31 � TRANSFORMER B1 \ :: L:WCO ®®®HEATER® 0eHEATER0 O.ekE,ATER* 4" TYP BUDGET R-5713 .-�-� � �.� ,.-... :_�.� •�� •:� �• a Igl a y slgne �� J SAN OSE WATER i Mirza, Hasan zz� Hasan Date:2021.04.05 MANN STATION IMPROVEMENTS 13:17:09-07'00' MCC INSTALLATION GENERATOR MUFFLER INSTALLATION INSTALL 4" EPDXY #4 @ 12" O.0 EACH ROUGHEN TOP OF � 5" MIN HICK SLAB, AS-BUILT STAMP ONLY AND DOWELLS TO EXISTING SO THAT TOP MCC HOUSE KEEPING PAD EXISTING CONCRETE PAD CONCRETE @ 12" O.C_zz WAY, 1.5" CLEAR TO EXISTING SLAB PRIOR OF SLAB IS LEVEL Q?'Ylss1 VARYING 4"-6" BOTH WAYS AT CONSTANT ELEVATION REF.NOS. TOP OF SLAB TO POURING NEW SLAB �Q DIRECTOR OF EH&S / DATE S M• 202 BY ' 13' LLJ� E 19129 MK DIRECTOR OF OPERATIONS / DATE Exp. 6/30/22 � CHECK / DATE EST.NO. MCC HOUSE KEEPING PAD DIRECTOR OF PLANNING / DATE �/ CHECK / DATE �/,I_ I s,'9T F�TR�G� I MK 3/24/21 CITY COMMENTS CO 512547 SCALE. I =5 F OF C \F SCALE DIRECTOR OF ENGINEERING / DATE NO. BY DATE REVISION CK DATE AS SHOWN ASSISTANT CHIEF ENGINEER / DATE SHEET 23 OF 25 Community Development Department Planning Divisi — C pe4i-n -CUPEF TINQ APPR Ca e# D I R-20 1- 03 _ Application Nt mber(s) x _ Ap rovaIBody: Director/Staff X�X X�X� - - - - - - - - - - -------- - - - - - Ap rovalDate 08/17/21 2'x30' A.E. _X�X—X—X—X— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Sig ature Jeffrey Tsumur - - - _ — _ _ - - - - - - - Case Ma lager — — — — — — GROUND ROD 22 O O :J APPROX. 18' Zj� j } 55 EXHA ST FAN 1 / I � f TYP 3 j 1/0 BARE \ COPPER APPROX. 36' 0 P-0 3 6 O O W B1 > 1 O APPROX. 96' � I ONEW 500kW GENERATOR x Q J 0 1 B214 P-023 I I W P-024 00000000. � O �x o Q P-025 ® e'e' Irr P-036 6 ' Q C-025 °O° ' E-025T r' B3 i i B4 I I O^ I J B5 O j GROUND ROD 22 1 �o°O P-026 2 O C-026 O ll I 5 EXHAUST FAN 2 I 1/0 BA E COPPE i I i I APPROX. 49' 1 NEW MCC OHOUSE KEEPING PAD Q w 0 O ii 0 0' _ P 0 III i II / 0 SCVWD o x x x- x x x x x x x -x x x x x KEY NOTES: OPROVIDE A 3/4"X 10' GROUND ROD FOR PG&E SECTION AND MCC SECTION FOR GROUNDING. 02 SEE GENERATOR DRAWINGS ON SHEET 25 FOR DETAILS. M i rZa Digitally signed BUDGET R-5713 ENERA TOR SITE PLAN i by Mirza, Hasan f jj SAN JOSE WATER 3 ROUTE CONDUITS IN OVERHEAD CONDUITS, ALONG THE WALL, — H a sa n Date: 2021 .04.05 O BETWEEN MCC AND NEW GENERATOR �� SCALE. 1 -5 IF13:18:00 -07'00' MANN STATION IMPROVEMENTSMCC INSTALLATION O4 PROVIDE NEW 13'X 2'-6" HOUSE KEEPING PAD FOR MCC. SEE AS-BUILT STAMP ONLY GENERATOR SITE PLAN SHEET 23 FOR DETAILS �O Q?'Cj Elss O/1//gC , � REF.NOS. 5 PROVIDE TWO NEW INDUSTRIAL PROPELLER FAN. THE FAN �\�' �Ll /1; �� DIRECTOR OF EH&S / DATE SM• 202 O SHALL BE CREENHECK SBS 3L Q 30 10 ORE UAL WITH MOTOR 'L BY COVER AND BELT GUARD, WEATHER HOOD W/BIRD SCREEN, W =� MK MOTORIZED BACKDRAFT DAMPER. THERMOSTAT SET AT El 9129 DIRECTOR of OPERATIONS / DATE CHECK / DATE 95 DEGREES. � Exp. 6/30/22 � EST.NO. ASSISTANT CHIEF ENGINEER / DATE O ROUTE CONDUITS IN OVERHEAD CONDUITS, ALONG THE WALL, �� P� CHECK / DATE S F�TR\G �P I MK 3/24/21 CITY COMMENTS CO 512547 BETWEEN EXHAUST FAN AND EXHAUST FAN DISCONNECT AS q� DIRECTOR of ENGINEERING / DATE WELL AS DISCONNECT AND MCC. F OF CAL\F� SCALE NO. BY DATE REVISION CK DATE AS SHOWN CHIEF ENGINEER / DATE SHEET 24 OF 25 Community Development Department ISOLATOR ASSEMBLY#CALDYN RJSD 7857 FURNISH BY GENERATOR CONTRACTOR Planning Division - Cupertino INSTALL BY GENERAL CONTRACTOR. -CUPERI tNO APPROVED (TYP 10 EACH) 18" Cas # D I R-2021-003 12" Application Number(s) App ova I Body: Director/Staff App oval Date 08/17/21 T1 TYP THREE SIDES Sign ture Jeffrey Tsumura NEW KOHLER GENERATOR MODEL # 500 REOZJ 18" 10.5" OO O 14' 1/2" Case Manager 500 kW, 625 KVA, 277/480V, 3 PHASE, 60 Hz. 1 V-11"L X 5'-8"W X 6'-6"H. GENSET: 8,330 LBS 1.5 NOTE 15 GENERAL CONTRACTOR SHALL CLEAN TANK WEIGHT: 2,675 LBS TANK CAPACITY: 660 GAL DIESEL 4 950 LBS 18"x18"x1/2" STEEL PLATE. LSURFACE OF STEEL PLATE WITH ALCOHOL TOTAL WEIGHT WITH FUEL: 15,955 LBS FURNISH & INSTALL BY GENERAL 1.5" AND THEN SPRAY TWO COATS OF SEMI-GLOSS CONTRACTOR (TYP 10 EA) BLACK PAINT + PRIMER (RUST-OLEUM PAINTERS . REFER TO BCA STRUCTURAL CALCULATIONS TOUCH), AFTER WELDING IS COMPLETE. 7/8" DIA. HOLE (TYP. 4 PLACES) ANCHORAGE DETAIL- PLAN VIEW 7 24 (150.91") 0 ++ GENERATOR STEEL FRAME El ISOLATOR ASSEMBLY#CALDYN RJSD 7857 . . (TYP 10 EACH) o as f 3 ROUGHEN TOP OF EXISTING 18"x18"x1/2" STEEL PLATE. AlR FLOW SLAB PRIOR TO POURING 5.5„ F -1 - NEW SLAB EXISTING CONCRETE PAD, EXISTING CONCRETE PAD •I i a 5/8" DIA STAINLESS STEEL THREADED RODS VARYING 4"-6" 15 IN EPDXY W/4" EMBED (SEE EPDXY ANCHOR NOTE) VARYING 4"-6" FURNISHED BY GENERAL CONTRACTOR. EPDXY ANCHOR NOTE: ANCHORAGE DETAIL-SECTION 8 • r ==F 24 1) EPDXY SHALL BE HILTI HIT RE 500 V3 (ICC ESR 3814) 2) PROVIDE SPECIAL INSPECTION FOR EPDXY ANCHOR INSTALLATION PER ICC REPORT 54" 3) PROVIDE INSULATION BETWEEN THE SS ANCHOR AND 1.81" THE STEEL BASE PLATE, OR CLEAN AND PAINT THE INSTALL 4" EPDXY DOWELL�S TO \-4 5'-$�� ENTIRE BASE PLATE AND THE ANCHOR, PER THE PAINT EXISTING CONCRETE @ 12 O.0 #4 @ 12" O.0 EACH WAY NOTE ABOVE. zi� INSTALL 4" EPDXY DOWELLS TO 1 1/2" CLEAR TO TOP #4 @ 12" O.0 EACH WAY 5" MIN THICK SLAB, EXISTINGCONCRETE @ 12" O.0 OF SLAB GENERAL CONTRACTOR SHALL COORDINATE WITH 1 1/2" CLEAR TO TOP POUR SO THAT TOP 9r-0rr BIGGS CARDOSA AT 408-702-8224 FOR SPECIAL INSPECTIONS. OF SLAB OF SLAB IS LEVEL AT CONSTANT ELEVATION (CONTACT CITY OF CUPERTINO'S INSPECTOR TO WITNESS IF REQUIRED.) 'IT-10" GENERATOR ELEVATION- RADIATOR END NO SCALE NOTE: ANCHORAGE DETAIL INFORMATION PROVIDED BY BAY CITY ELECTRIC ON 9109120 L S Leveling and Attaching bolt ANOCHOR 6 3/8" GENERATOR ELEVATION- RIGHT SIDE *8" NC NO SCALE Tube "-UNC Nylon HOLES to Toert Lock Nuts Steel Washer M W 5" 0 @ Neoprene Shock Cushions 1/2"-UNC Bolt welded ID to Base Plate for Vertical 1/2" Motion Restraint 17.00' 5 1/2" Post wel14.00' ontall Restainin Elements OPER HT3/8" Base PlaHorizont9 7 Restraint CENTER LINE (TYP) 24 TYPICAL CALLOUTS Type Z Max.Load RJSD-3920K-7857 Size-T Isolator Location BASE PLATE Dimensions 0 0 0 0 0 0 0 0 0 0 This rugged spring isolator provides DESIGNATION L S W M OD 350kW - - - - - - - - excellent vibration protection for medium 7855 to a-1/2 7-1/2 6 518 GENERATOR and high speed machines installed on 7856 t0 8-1/2 9-1/2 7-1/2 3/4 grade.Earthquake protection is also 0 0 0 0 0 0 0 0 0 0 provided by means of cushioned,rugged, 7857* 12 to to-1/2 s-1/z 7/a motion restraining elements manufactured Minimum anchorage for base plate 7855 is 1/2" with ideal clearances for maximum vibration Isolator Isolator Maximum anchorage for base plate 7857 is 3/4" 18"X 15.5" STUB U P isolation efficiency and earthquake Selection Location protection. VIBRATION ISOLATION RATINGS WINDOW OF GENERATOR RESTRAINT PERFORMANCE Max.Load Max.) Spring Rate*Isolator DO b Equipment motion is limited in all horizontal (Ibs) (Ib Est.s 488K 1.13 432 231bs O O IUD LC) GENERAL NOTES■cri dete m nand l dl by ndepe deent laboratory test. O 636K 1.63 562 251bs PROTECTION 790K 1.80 440 27lbs 4'-0" 000 1. GENERAL CONTRACTOR SHALL OFF LOAD GENERATOR 1022K 1,50 682 28lbs For,Earthquakes seismic zone 4,wind 1430K 1.30 1100 28 Ibs AT MANN STATION UPON ARRIVAL AND SHALL loads,marine installations,mobile SEISMIC RESTRAINT RATING Ibs 1602K 1,00 1602 29lbs TRANSFER AND SET GENERATOR ON PREPARED CONCRETE PAD installations,equipment weight change due 2120K 1.00 2120 30lbs to drainage and unstable installations due UP 5856 3040K .78 3900 31 Ibs (0 o 0 0 0 0 0 0 0 0 0 WITH STEEL PLATES (TYP 10 EACH). to high equipment center of gravity. END ssoo 3920K .78 5030 1 33lbs SIDE 3666 *Weights are estimated on largest base plate only � p p - - 2. GENERAL CONTRACTOR SHALL TRENCH & BACKFILL FOR JOB: Dwg.N0. Date TYPE 0 0 0wj% 0 0 0 0 0 0 o THE ELECTRICAL CONDUITS. ELECTRICAL CONTRACTOR SHALL F293 02/12/14 FURNISH & INSTALL CONDUITS PER CONDUIT SCHEDULE. PREP By: Date RJSD CUSTOMER: CALIFORNIA DYNAMICS CORPORATION 3. GENERAL CONTRACTOR SHALL LOCATE EX. PIPING & ELECT. 5572 PH 323-A HAM 223820 FAX AAX 323-22 CA B°°32 CHKD By: Date RAA AVE. F GELS A, ISOLATOR/RESTRAINT CONDUITS PRIOR TO TRENCHING FOR PADS & ELECT. CONDUITS. "CALLUS'TOSETTTHINGSRIGHr TAG: PERFORMANCE RATED Assoc.Member vA DO NOT SCALE DRAWING 4. GENERAL CONTRACTOR SHALL CONNECT THE NEW STANDBY 16.32" (1.36') GENERATOR TO NEW LIGHTING PANEL & NEW TRANSFER SWITCH. 41.67" (3.48') 5. SJWC STAFF SHALL INSTALL AN INTRUSION SWITCH ON EACH CONCRETE PAD GENERATOR DOOR TO ALARM WHEN THE GENERATOR DOOR IS OPEN CONTRACTOR- CITY OFCUPERTINO APPROVAL STAMP 60.72" (5.06') WHILE THE STATION IS ALARMED. THE ELECTRICAL CONTRACTOR IS FOREMAN-. RESPONSIBLE FOR PROVIDING CABLES BETWEEN RTU AND INTRUSION SWITCHES. DATE TO CONTRACTOR: 103.68" (8.64') 6. GENERAL CONTRACTOR SHALL INSTALL THE REBAR MAT TO AVOID PROPOSED START DATE- CONFLICT WITH THE BASE PLATE ANCHORS. SEE BASE PLATE PATTERN LAYOUT DETAIL. ACTUAL START DATE- 141.6" (11.80') 7. GENERAL CONTRACTOR SHALL REFER TO THE STRUCTURAL CALCULATIONS FOR THE MINIMUM EDGE REQUIERMENTS BETWEEN ANCHOR AND THE EDGE COMPLETION DATE- OF CONCRETE PAD. THE MINIMUM EDGE DISTANCE IN Y DIRECTION (LENGTH AS-BUILT CHECK: CONST. OF CONCRETE PAD) IS 25"AND THE MINIMUM EDGE DISTANCE IN X DIRECTION CONCRETE PAD - PLAN VIEW (WIDTH OF CONCRETE PAD) SHOULD BE 25.5". ENG• NO SCALE PLEASE ORDER MATERIAL. SJWC BUDGET # R-5713 CONSTRUCTION DEPT. WILL NOTIFY rj j j San Jose Water Company YOU OF THE WORK SCHEDULE. DN E=r5a9"e1nek@�nek rY MANN STATION IMPROVEMENTS ALARM SIGNAL CKT. REQUIRED o g s omk��as@°aU5ef5m AS-BUILT STAMP MCC INSTALLATION COLOR SCHEME FOR GENERATOR WIRING Date 2021.04.30 18 36 38- GENERATOR REPLACEMENT PROJECT ELECTRICAL CONTRACTOR SHALL BRING IN THE FOLLOWING ALARM SIGNAL FROM GENERATOR TO THE PLC. 1. LOW FUEL ALARM - GRAY/GRAY 2. FUEL LEAK ALARM ON SECONDARY CONTAINMENT- GRAY/GRAY Q�OFESS/01(, DIRECTOR of EH&S / DATE 1. LOW FUEL ALARM 3. GENERATOR RUNNING STATUS ON/OFF - BLUE/BRN SOHN�a y ql 2. FUEL LEAK ALARM ON SECONDARY CONTAINMENT 4. UNIT NOT IN AUTO START- PUR/PUR ��`e�P�, F��Fy2 DIRECTOR of OPERATIONS / DATE 3. GENERATOR RUNNING STATUS ON/OFF 5. GENERATOR COMMON TROUBLE ALARM - GRAY/GRAY w No.84762 m BY REF.Nos. 4. UNIT NOT IN AUTO START MK 5. GENERATOR COMMON TROUBLE ALARM 6. GENERATOR INHIBIT FROM PLC - RED/ORG 5. FUEL LEVEL INDICATION 7. TRANSFER SWITCH STATUS - BLUE/BRN * Exp. 3/31/22 CHECK / DATE ASSISTANT CHIEF ENGINEER / DATE SM-202 CIVIL 1 MK CITY COMMENTS 3/24/21 DWG.NO. sT-9TF�FGF�e�\P CHECK / DATE DIRECTOR OF ENGINEERING / DATE CO 512547 SCALE NO. BY REVISION DATE CK DATE CK AS SHOWN CHIEF ENGINEER / DATE SHEET 25 of 25