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HomeMy WebLinkAbout0850-72_Tamarind Avenue Sewer Lift Station_49.1City of Fontana CALIF ORNIA December 11, 1992 Mr. Harold A. Garcelon, P.E. Production Manager Hall & Foreman, Inc. 3602 Inland Empire Boulevard, Suite C-320 Ontario, CA 91764-4900 RE: Tamarind Avenue Sewer Pump Station (071-7258) Dear Mr. Garcelon: This is to provide the written follow-up to our recent telephone conversation directing your firm to develop final plans, specifications, cost estimates and total project schedule (including any environmental or planning processing issues) for the hybrid of Alternate C per your December 2, 1992 letter report and our conversation. Felipe Molinos, Principal Civil Engineer, can provide you direct guidance on the technical details and provide assistance on the scheduling items within the City's organization. Again having a product ready for bid by the end of January, 1993 is our target goal. Should you have any questions, please call at 909-350-7613. Sincerely, COMMUNITY DEVELOPMENT DEPARTMENT Engineering Division Robert W. Weddle, P.E. City Engineer RWW:sh cc: Community Development Director Public Works Manager Principal Engineer/Capital Improvements Principal Engineer/Special Projects Associate Engineer/Special Projects (JR) 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334-0518 • (714) 350.7800 SISTER CITY - KAMLOOPS, B.C. CANADA 7N /2. 3.92 ENV. epu-1c• 3z /, zAry /� 41 s c-"o ':. 4_,°42' ..2atY- oi I - TA 72iwP av& - L/.FT s7 9VoN tt• 4L yam' = # / /3v h ram/ / 7 /`1/ 1:24 j `c-, E.s.Yrr, ,'a4. ,?d • 1// G a /0461 fer- 3 affai1.s..4h'Y.¢S S4 Jart2 Ce.. Pt- .GCiteXa f3. 4) : fete a . ,LC_ A.t e4dS' a 4;74' - - x 1/ %�P• 30 / .44.4as , 4. 4 itto•c CC E Jm-e‘,nM,.gt von 6 - l.tptAy Arnie SCE 7- 111.44ic •g�2, mC d h4/ a ter rePS 2„ac90 . ,, J; Erna... (ion' J MdJe /)N.le w4 4� 61.49;5144.& • /f , e n4.t.Q1 ',4. si.a. low s wegT H i /2/ /d /9 z q // V. coA, • Hall & Foreman, Inc. A Civil Engineering • Planning • Surveying • Public Works LETTER OF TRANSMITTAL DATE: December 3, 1992 TO: City of Fontana 8353 Sierra Avenue Fontana, CA 92335 ATTENTION: Felipe Molinos REGARDING: Tamarind Avenue Pump Station JOB NUMBER: 4013-071 CONTENTS AND REMARKS: Transmitted herewith are: 1. One set of blueline prints of preliminary plans for Jurupa Avenue Sewer (requested by John Riley). 2 Letter from Southern California Edison Company regarding service requirements. 3. Additional copies of Pump Station 3-D sketch. 4. Two sets of blueline prints of the Force Main Sewer. BY: Ale3LAM'QQ5-2" Harold Garcelon, P.E. Production Manager /mmb cc: Chris Fehey, The Alexander Haagen Company John Hogan, H&F 3602 Inland Empire Blvd., Suite C-320 Ontario, California 91764-4900 Tel 714/941-3570 Fax 714/941-7510 Southern California Edison Company 7951 REDWOOD AVENUE FONTANA, CALIFORNIA 92336 November 17, 1992 Harold Garcelon 3602 Inland Empire Blvd. Suite 320 Ontario, CA 91764 Subject: Sewer Lift Station Location: Tamarind & Jurupa " • Gentlemen: In order to expedite the design and preparation of a work order toserviceyour project, the following information is required in writing. Delays in submitting the needed information or inaccurate data will cause delays to your project work order being prepared to meet your time frames. Address of project Approved plot plans (2 copies). Approved street improvement plans (2 copies). Electrical panel size and specifications if 400A and above. Detail of all electrical load. Voltage required. Single or three phase. Electrician's name, address, and phone number. Job site phone number. Responsible party's name, address, and phone number Trust deed or document showing ownership of property Letter of authorization to design project from property owner (if other than applicant). Ready to receive service date. Expected electrical clearance date. Construction schedule. Do you require temporary service? Underground or overhead? Will relocation of Edison facilities be required? Landscape plan No engineering will be started by Edison until the above information has been received by this office. The approximate scheduling time after receipt of all the above information will be 12 to 15 weeks. Should you have any questions, please call me at (714) 357-6223. Sincerely, r. Fran Stewart Customer Project Designer Hall & Fbretan, Inc. SUBJECT s'1 PI JQE L1Fr Ti17ral BY N DATE I l 12hh2 JOB NO. 4013-.0ll SHEET OF 1 t 13E:1 Newport Avenue TiiSb�. CdlilOriria 92680-7t1;;.J Tel 114/544-3404 Fix 714 544-3155 J 1 twe � 20temetit, alt. • LAND PLANNING • LAND SURVEYING PROJECT:-i-At�>�izl r.� u �»=�r' sr JOB '1oI3-o72 CLIENT: C fl r o F rn►vT A 7-.1 ^ . - LOCATION: S FONT rJA DATE• I'Z -3- `i 2 CIVIL ENGINEERING CI Tasks* DSc JAI.) FE13 MAR : .A?R MAY ..UN JuL- (aAUG T , , 1 , / r r r 1 1 I r 1 1 1 1 1 1 r r , I 1 1 1 1 III Ct VE NT 1 a r-! A L. !�i Si"i°�"C I o r rrY r—PLANS I,sP S APPRnvC D H w _ -� v����.-����: _. _� _:µ ���9. _F Pc-n.cE ope J-•. ' UAWARD (4/6 courau9 ADZ , 8117D 1tNC> '. C G ON "4-T az.tiC"'T \ o%---N N o-r i c. To 'P12 Cr t f f u .--J. 12 FSL,J . [QUIT-', "DE LIvrwe I •.,.. --t 1 ..... .. WET- w(LLtBLD6., ._ .oRGE MAI. �•. ,.. f ¶ r-S/Cc-/.iTRoL. . i I,; :....... ... ... reyrItJC.,/STACrrup 'rr•.:•...... • 1 - I - t.g> MERS t i3 L.'- ?urv\'P 511 T1 Of 1 I LAriS e SPEC S- S 130' 131D D1 NC: SA , G A -A i 1 CoNSTRVCT1otJ .. ! G wcFlcs 1NFT WeLL_ ...,.... •..•:.,:..:.•. •,.: FoRCMAIN)t.:• ..:..... .....•.........,.. .,... .., ..:••.-.� 'W MPS/Co KIT 110 C i 1 TIcSTI1.K1-/STr 1-up :-:.•::.I 1: • Hall & Foreman, Inc. d Civil Engineering • Planning • Surveying • Public Works December 2, 1992 J.N. 4013 Mr. Bob Weddle, City Engineer City of Fontana 8353 Sierra Avenue Fontana, CA 92335 Regarding: Tamarind Avenue Sewer Pump Station Dear Mr. Weddle; Submitted herewith for your review are three cost estimates for three separate types of pump stations. Each estimate includes the force main and appropriate site improvements. A comparison on a "cost only" basis is unfair to all three proposals. In each case, "you get what you pay for". A thorough comparison will be undertaken at the 12/3/92 meeting. A. Cast in place station, Essco Pumps, above grade building, stand by generator and can be upgraded to three pumps = $738,200 B. Factory built, Smith and Loveless pumps, wet well/dry well design = $460,200 C. Submersible, Essco Pumps, wet well only = $306,800 I believe these estimates to be representative as preliminary and were prepared with the help of Essco, Smith and Loveless and Mr. Norm Olsson of Advanco Constructors. Also enclosed for your information is a letter from Essco contrasting the "A" station with the "B" station. Conclusion: The "C" station should be constructed if City of Fontana maintenance can function with rail mounted submersible pumps and portable emergency generators. Very truly yours, HALL & FOREMAN, INC. arold Garcelon, P.E. Production Manager /mmb cc: Chris Fehey, The Alexander Haagen Company 360? In!jP.(1 rwpm. , C 'S?0 101 i 14 !1.1I 3i,icl f lIND AVENUE PUMP STAR CONSTRUCTION ESTIMATE ESSCO PUMPS Item Description Quantity Unit Unit Price Amount 1 Water connection & Fees L.S. $11,000.00 2 12" DIP Force Mail 2,300 L.F: $33.00 76,000.00 3 18" VCP Gravity Sewer A.C. 60 L.F. $65.00 3,900.00 4 Engineering L.S. 50,000.00 Sub -Total (Items 1-4) $140,900 00 5 Esso Pumps 1 L.S. 32,300.00 6 Motor Control Center 1 L.S. 32,500.00 7 Excavation & Backfill 3,000 C.Y. $46.00 138,000.00 8 Wetwell/Drywell L.S. 180,000.00 9 Piping/Mechanical L.S. 34,000.00 10 Electrical L.S. 35,000.00 11 Misc. Metals L.S. 15,000.00 12 Painting L.S. 12,000.00 13 Building L.S. 78,500.00 Sub -Total (Items 5-13) .................................................................................................... .................................................. $SS7, 00 14 Site Improvements L.S. $20,000.00 15 Walls L.S. 5,000.00 16 Survey/Testing L.S. 15,000.00 . Sub -Total (Items 14-16) 000 TOTAL $738,200.00 Note: 1. This cost estimate has been prepared, at the request of the Client, prior to finalization of Plans and Specifications and, therefore, is subject to change. 2. This cost estimate is an estimate only. These figures are supplied as a guide only. This firm is not resonsible for fluctuation of material, labor or components, or unforeseen contingencies. Prepared by: HALL & FOREMAN, INC., 3602 Inland Empire Blvd., Suite C-320, Ontario, CA 91764, (909) 941-3570 4013\reports\pumpsta Page 1 11/30/92 ENGINEERS SALESIERVICE COMPANY, INC. 4935 Telegraph Rd. • Los Angeles, CA 90022-3835 (213) 261-2181 FAX (213) 261-1523 F A X TOTAL NO. OF PAGES: 4 TO: MR. HAROLD GARCELON, P.E. FROM: DOUG WARING, ESSCO PUMPS AND CONTROLS DATE: November 30, 1992 RE: CITY OF FONTANA SEWAGE LIFT STATION. Per your request please note the attached budgetary quote for the proposed pumping equipment presently designed as of our last discussion of this project. As mentioned, the design criteria for the above referenced project was based on a similar dry pit lift station owned by the City of Fontana with requested upgrades for maintenance, operations and safety. A comparison highlighting the main difference between the presently designed lift station vs. a "canned" lift station will be made and sent to your attention. Per our telephone conversation, another design which may be entertained would be a submersible lift station with slide rail assemblies. Per your request a budgetary figure can be produced for this style of lift station. If you should have any questions please give me a call. Res pectfu ly, / eta Doug/ aring,/ ESSCO Pumps and Controls • • Quote No: Attention: Firm Name: W-162 ENGINEERS SALES•SERVICE COMPANY, INC. 4935 Telegraph Road ® Los Angeles, CA 90022 Phone (213)261-2181 a Fax (213)261-1523 - QUOTE MR. HAROLD GARCELON, P.E. HALL & FOREMAN, INC. November 30, 1992 Ref: CITY OF FONTANA DRY PIT SUBMERSIBLE LIFT STATION PUMPING EQUIPMENT PRICING PER THE PRESENT DESIGN AS OF 11/30/92. DESIGN CRITERIA HAS BEEN BASED ON A SIMILAR LIFT STATION OWNED BY THE CITY OF FONTANA WITH REQUESTED UPGRADES FOR MAINTENANCE, OPERATIONS AND SAFETY CONCERNS. ESSCO is pleased to quote the following pumping equipment: CONDITION POINT: 1450 GPM at 44 FT. TDH. Two- One- One- ESSCO model 6X6X14X3 Vertical Dry Pit Submersible Continuous in Air (VDPSUBCIA) pump with non -clog impeller capable of passing 3.38" diameter and long length solids. Each unit shall be constructed of heavy duty engineered cast iron with cast iron impeller with Ni hard 550 BHN hardness "L" shaped wear ring, cast iron volute with Ni-hard 550 BHN hardness case wear ring, cast iron combination stand and suction elbow with handhole cleanout. Volute and combination stand and suction elbow shall be fusecote epoxied, assembled with stainless steel hardware. Reliance 30 HP CIA, 1750 RPM, 460V/3/60, U.L. listed Continuous in Air (CIA) rated dry pit submersible motor, explosion -proof, Class. 1, Group C&D rated for hazardous location, with Carbon vs. Ceramic upper seal and Tungsten Carbide vs. Tungsten Carbide lower mechanical seal, 416 stainless steel shaft, oil buffer zone, moisture sensing probes, built-in thermal overload protection, 25 ft. motor leads and ESSCO/Reliance five year warranty. Spare impeller trimmed with a Ni-hard 550 BHN "L" shaped wear ring installed. Spare Tungsten Carbide vs. Tungsten carbide lower mechanical seal. Total Budgetary Price for Pumps with spare parts ......$32,322.00 + Tax and Delivery if applicable. 1 One- One ESSCO Controls, Motor Control Center (MCC) with General Electric NEMA 1B enclosure, electrical control logic for triplex operations air bubbler level control with float switch backup, with Automatic alarm dialer. (See attached components list.) Total price F.O.B. factory $32,547.00 + Tax and Delivery if applicable. Delivery: 12-14 weeks upon receipt of written purchase order and approved submittal. Price is firm for 60 days. ESSCO's Terms and Conditions of Sale apply. Terms of Payment: Net 30 days upon receipt of approved credit. Price includes only those items mentioned above. One, four hour day start-up service included. As always if I can be of further service please contact me at the above numbers. Res ectfuliiy, azY' C%jfi%2�1r, D g aring( ESSC Pumps 2 ESSCO PUMPS AND CONTROLS CONTROL COMPONENT UST DATE TRIPLEX 30 HP B 11/25/92 0 QTY DESCRIPTION PART NUMBER MANUFACTURER TYPE 0 CONTROL FUSE HOLDER/SWITCH 352/330 BUCHANAN 30A MAX 0 CONTROL TRANSFORMER 9T58854 G.E. 2000 VA 3 HAND -OFF -AUTO (HOA) SW. CR104PSG34891 G.E. 3 POS. SW. 12 PILOT LIGHT (* COLOR AS REQUIRED) CR104PSG32* G.E. 120V X 6V 9 PUSH BUTTON CR104PBG0001 G.E. MOMENTARY 1 DUPLEX/TRIPLEXALTERNATOR ARA-120-AME DIF.ELECTRONICS ELECTRONIC 0 CONTROL RELAY (REVS. CONTACTS) CR120804002 G.E. 4 POLE 0 CONTROL RELAY (REVS. CONTACTS) CR104B08002 G.E. B POLE 2 TIME DELAY RELAYS RTMS IDEC 2PDT 9 CONTROL RELAYS RR2PU-L-1 20 IDEC 2POT 3 CONTROL RELAY RR3PU-L-120 IDEC 3PDT 32 FIELD WIRING TERMINAL BLOCK 1492-CA1 ALLEN-BRADLEY 600V 55A 0 ALARM BELL 340-4N5 EDWARDS 120V 88 DB 0 FLASHING ALARM LIGHT 50R-N5 EDWARDS 1 20V 3 ELAPSED TIME METER 200-LN7 ENGLER 99999.9 HRS '- 1 INTRINSIC RELAY 27A1 D0 WARRICK ELECTRONIC 1 5 PRESSURE SW. MAFOLD 836-C2 ALLEN-BRADLEY BRASS 2 LIQUID LEVEL FLOAT S3ONO ANCHOR SCL MERCURY 3 SEAL FAIL RELAY 1 D1 E0 WARRICK • INDUCTION 0 VENTILATION BLOWER & T-STAT 2C069/2E340 DAYTON/GRAINGER 320 CFM FA 3 CURRENT TRANSFORMER SW. KN101 K-NELSON 0-50 A 1 MSC. LABOR & FITTINGS 0 0 0 SPECIAL EQUIPMENT AND/OR COMPONENTS #1 1 MOTOR CONTROL CENTER 8000 SERIES G.E. NEMA1 B 1 AUTOMATIC ALARM DIALER DIALOG KAYE ELECTRONIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SIZE SUCT DISCH A B E H VD VF VS VY X Z 4X4X10X3 6X4X10X3 4X4X12X3 6X4X12X3 4 6 4 6 4 4 4 4 12.25 16.00 12.25 16.00 12.25 16.00 12.25 16.00 5.12 7.00 5.12 7.00 .75 .75 .75 .75 15.00 17.75 14.00 16.75 5.12 7.00 5.12 7.00 9.75 11.50 8.25 10.50 8.5 8.5 8.8 8.8 9.25 9.25 9.76 9.76 6.21 6.21 6.5( 6.5( 4X4X14X3 6X4X14X3 4 6 4 4 12.25 16.00 12.25 16.00 5.12 7.00 .75 .75 15.62 18.38 5.12 7.00 10.38 12.12 8.5 8.5 11 11 Alf 9. 6X6X14X3 X6X14X3 SUCTION 6 6 16.00 16.00 16.00 18 00 6 8 3 I I 6 �� 7 CLOCKWISE ROTATION POSITION 1 IS STANDARD CP 7.00 6.50 .75 .88 19.25 23.75 PUMP SIZE 7.00 13.00 7.50 16.00 210TY 250TY 8.5 12.5 320 15 .10 ,1442 TY 36 d1`Y 4X4X10X3 6X4X10X3 4X4X12X3 6X4X12X3 4X4X14X3 6X4X14X3 6X6X14X3 X6X14X3 37 37 .38 38 37 37 38 38 42 42 44 44 43 43 43 43 44 44 46 46 45 45 46 46 50 50 52 52 51 51 51 I (1) MAXIMUM DIMENSION NOTES: ALL DIMENSIONS ARE IN INCHES DATE: 10/31/89 FILE NAME: SUB DRAWN BY: BRAD J. MANN 0 0 0 PUMPS CHECKED BY: J.I. REVISED BY: ED FRATZKE REV. DATE: 11/9/92 C-SERIES SUBMERSIBLE PUMP VI TAMARIND AVENUE PUMP CONSTRUCTION ESTIMATE SMITH & LOVELESS PACKAGE WI STATION STATION Item Description Quantity Unit Unit Price Amount 1 Water connection & Fees L.S. $11,000.00 2 12" DIP Force Mail 2,300 L.F. $33.00 76,000.00 3 18" VCP Gravity Sewer A.C. 60 L.F. $65.00 3,900.00 4 Engineering L.S. 50,000.00 Sub -Total (Items 1-4) 140 900;00. 5 S&L Pump Package 1 L.S. $73,000.00 6 Installing Package L.S. 11,100.00 7 Excavation & Backfill 2,500 C.Y. $54.00 135,000.00 8 Wetwell-120" RCP 30 L.F. $1,333.00 40,000.00 9 Site Piping L.S. 8,000.00 10 Electrical L.S. 15,000.00 11 Misc. Metals L.S. 7,500.00 12 Painting L.S. 5,200.00 _5-12)<< Sub Total (Items 29<80000`' `$4_;>;<;>;<;:<:.;:.<:.; 13 Site Improvements L.S. $10,000.00 14 Survey/Testing L.S. 15,000.00 Sub -Total Items 13-14) .................................................. .................................................. S,O:0000 TOTAL $460,700.00 Note: 1. This cost estimate has been prepared, at the request of the Client, prior to finalization of Plans and Specifications and, therefore, is subject to change. 2. This cost estimate is an estimate only. These figures are supplied as a guide only. This firm is not resonsible for fluctuation of material, labor or components, or unforeseen contingencies. Prepared by: HALL & FOREMAN, INC., 3602 Inland Empire Blvd., Suite C-320, Ontario, CA 91764, (909) 941-3570 4013\reports\pumpsta Page 1 11/30/92 o, j��r�T .sti GREASE Mon AND AGTOMATK GREASE R(lIEr �lyILRNNo'pulcfOjlevcgis,_ ` ROTOR AND STATOR cOOUNO RAMS "faim;nuv aY;s: Sat -COAT -MTW PROTECTED WINDMWS OGM NARDdd1p WEARING STATIONARY CNION RINGS • MIOR : INRST NAY'. •' STAnzSS ST@L ?MOW. • SW LOCIDIq DIrRR Gf FREW 'SWO IARGeE160IIS roi'RASE Of., AANEakia l:"i; CROSS SECTION VIEW NON -CLOG. SEWAGE PUMPS aroTiuEvEr oiiEicu CORROSIOM4E001, CAST ROM IRAME AND IRAOSETS •ReuAoNeiTtr' ;' Eioimw toli,it p,e. LARGE DANETH ROOMED OROME SMAIT • coin 6 i�atibCadaer rjii •'Air-yyVej�iKxD Dati S at n ng Rt i; Sump Pump Discharge Line— over Support Mechanism Poured'Conrete Base:Paiir_ IslitopRer . 0 0.rn Wej N/et Inlet Sewer Pipe De iimidifier .Housing- . Submersible Sump Pump '9 T i .T `Protective Sump Scree filet Gate<liaives emovable Dehumidifier Vent Grill amp.Inlet? Elbow= Ate :fedaTORaTircfe FlexibteCbnduittoy Pump, Motors 'xVersapok �Poxjl. s A �u , R'esrn CgatingX ,.(both, irltenorand exterr> Floor;Ma Flanged Station Floor viofiel youa ARM Circuit Breakers faverile cet 25 Micron Air Filter Discharge Line Support S & L Spring -Loaded Check Valves TTMARIND CONSTRUCTION ESSCO AVENUE PUMP ESTIMATE SUBMERSIBLE STATION Item Description Quantity Unit Unit Price Amount 1 Water connection & Fees L.S. $11,000.00 2 12" DIP Force Mail 2,300 L.F. $33.00 76,000.00 3 18" VCP Gravity Sewer A.C. 60 L.F. $65.00 3,900.00 4 Engineering L.S. 50,000.00 Sub -Total (Items 1-4) ................................................. .................................................. $140,900 00 5 Submersible Pump L.S. 23,300.00 6 Motor Control L.S. 20,000.00 7 Installing Package L.S. 8,000.00 8 Excavation & Backfill 1,500 C.Y. $46.00 69,000.00 9 Wetwell-120" RCP 30 L.F. $1,333.00 40,000.00 10 Site Piping L.S. 6,000.00 11 Electrical L.S. 10,000.00 12 Misc. Metals L.S. 10,500.00 13 Painting L.S. 5,200.00 Sub -Total (Items 5-13) $191,200.00 14 Site Improvements L.S. $10,000.00 15 Survey/Testing L.S. 15,000.00 Sub -Total (Items 14-15) ................................................... ................................................... .................................................. $25,000 00; TOTAL $306,800.00 Note: 1. This cost estimate has been prepared, at the request of the Client, prior to finalization of Plans and Specifications and, therefore, is subject to change. 2. This cost estimate is an estimate only. These figures are supplied as a guide only. This firm is not resonsible for fluctuation of material, labor or components, or unforeseen contingencies. Prepared by: HALL & FOREMAN, INC., 3602 Inland Empire Blvd., Suite C-320, Ontario, CA 91764, (909) 941-3570 4013\reports\pumpsta Page 1 11/30/92 TYPICAL BRACKET BOLTS TOP BRACKET INTERMEDIATE BRACKET *Mi CLAW U«i-rx126. ELBOW LIFTING CABLE SUBMERSIBLE MOTOR AGI VEN T VOLUTE SLIDE FACE GUIDE PIPE BY OTHERS SOCKET BOLT PIPE SOCKET SOCKET BOLT DATE: 3/14/91 FILE NAME: GENASSSR DRAWN BY: BRAD J. MANN 00000 PUMPS CHECKED BY J.I. REV. DATE: 4/3/91 GENERAL ASSEMBLY DRAWING FOR VORTEX SLIDE RAIL PUMPS ENGINEERS SALES" SERVICE COMPANY, INC. 4935 Telegraph Rd. • Los Angeles, CA 90022-3835 (213) 261-2181 FAX (213) 261-1523 December 1, 1992 Mr. Harold Garcelon, P.E. Hall & Foreman, Inc. 3602 Inland Empire Blvd., STE. C-320 Ontario, Ca. 91764 Ref: City of Fontana Sewage Lift Station Comparison of Dry Pit Submersible Design vs. Prefabricated Design. Dear Harold: Please note below some of the marked differences between the above stated referenced designs. Though this is not an exhaustive comparison it does highlight some the critical differences in design and how they impact the safety, maintenance (preventive maintenance) and operations of the lift station. As mentioned in previous correspondence the present design criteria was based on a similar dry pit lift station owned and operated by the City of Fontana with some improvements made in safety, maintenance and operations concerns. Please note some literature depicting the layout of a typical prefabricated ("canned") lift station. The main items of concern are as follows: 1. Most of the stations are made with a manhole access incorporating the use of a ladder to enter the pump chamber which houses the pumps and control panel. As one can see in the layout, the combination entrance tube, ladder and air -vent duct isnot conducive for daily inspection and/or maintenance. Due to the strict safety practices and enforcement of quality districts and the laws, a safety harness and cable apparatus is usually required for maintenance personnel to enter the pump chamber. Depending on the depth of the station, this entrance tube and ladder can be of substantial length requiring a great deal of balance and strength. Due to the safety precautions normally a two or three person crew is required. If the station is not easily accessible personnel will be reluctant in performing their various duties of inspection and preventative maintenance items. 1 • • The shape and construction of the prefabricated design is problematic when a motor orpump-end needs to be worked on or removed. In the case of working on the pumping units in the pump chamber, the working space in very limited and crowded especially if the job requires more than one person. If removal of the pumping equipment is necessary, the construction of the combination entrance tube, ladder and air -vent requires partial disassembly of the motor and pump case and a block and tackle cable system is needed to jockey the motor in position to lift up through the entrance tube. The fabricated steel can construction is subject to corrosion due to "hot" aggressive soils. Cathode must be used in combating these forces. The Hall & Foreman design takes into account maintenance personnel considerations for inspection and maintenance of the pumping equipment in a safe and accessible manner and providing adequate room for the future pump. 2. Due to the compact design, the pumping configuration is in a clockwise and counterclockwise arrangement. This means that items such as pump cases and impellers are different. In the event of an emergency spare impellers or pump cases are not interchangeable. The Hall & Foreman design incorporates the use of identical pumps which allows for spare parts interchangability if needed. 3. As mentioned above in item number one, the control panel is typically placed inside the pump chamber. This design subjects the control panel to submergence should a catastrophic failure occur to a valve, piping or pump which would allow the pump chamber to fill with the pumpage. In most cases the small sump pump cannot keep up with the inflow. Also, due to the location of the panel maintenance personnel must use the ladder to enter the pump chamber to read and record the control panel information. The present Hall & Foreman design locates the control panel topside in a safe and non -corrosive environment. It is easily accessible to maintenance personnel. 2 4. The motors typically used in a prefabricated design incorporate the use of a Totally Enclosed Fan Cooled (TEFC) or Open Drip Proof (ODP) dry pit motor. These motors cannot be submerged. In the event of a catastrophic failure as mentioned above in item number three, the motors would have to be removed and either rebuilt or replaced. The Hall & Foreman design utilizes dry pit submersible motors that are submersible as added protection. 5. The Smith & Loveless close coupled pumps typically use a double mechanical seal design. Double mechanical seals normally use the pumped media from the discharge of the pump to lubricate the mechanical seal faces. The pumped media is filtered before entering the mechanical seal. This requires maintenance personnel to inspect and clean the filters regularly. 'Failure to do so will cause the seal faces to fail and allow the pumped media to bypass the seal and leak into the pump chamber. A backup pressurization system should be designed to prevent seal failure in case the pressure differential is lost due to a clogged filter and/or the discharge pressure equals or falls below the required seal pressure. The advantages of the Reliance Electric Vertical Dry Pit Submersible Motor Continuous in Air(CIA) rated is that it uses a single type mechanical seal that utilizes the pumpage for lubrication but requires no filtration or pressure. It also has a built-in moisture detection system located in the oil buffer zone which separates the air -tight winding area from the seal chamber. The dual moisture sensing probes detect any water located in the oil buffer zone and indicates an alarm indicating a lower seal fail. The motor will still run but via the alarm, allows personnel to respond in a timely fashion to replace the lower seal before internal damage to the windings can occur. There is virtually no maintenance such as greasing bearings etc. on the Reliance CIA motor. The Reliance Electric CIA motor also has built-in thermal overload protection which protects the motor from thermal overload by taking the motor off line in the event the motor runs beyond Full Load Amps for an extended period. 3 • If a catastrophic failure of valving, piping or pump should occur resulting in the submergence of the motors no damage is done to the motors due to its submersible. rating. In the event of a venting fan failure and the accumulation of hazardous gases present in the pump chamber creating a Class 1, Groups C&D, Division 1 hazardous location, the Reliancemotor is U.L. Explosion - proof rated for the hazardous condition mentioned. This condition is also detrimental to the control panel if located in the pump chamber due to the sparking nature of operation. With the Hall & Foreman design the control panel topside alleviates this potential hazard. The Hall & Foreman design also has taken into consideration representation and serviceability of the pumping equipment by the manufacturer. ESSCO pumps and controls is a local, Southern California, manufacturer stocking all necessary replacement parts for fast service and provides expert pump and electrical control knowledge that provides for unit responsibility. The above are some of the clear differences in the two designs. If more information and clarification is needed please do not hesitate to contact me at the above numbers. Respectfully, Doug Waring, ESSCO Pumps and Controls 4 CITY OF FONTANA Fontana, CA MEMORANDUM TO: JOHN RILEY, ASSOCIATE ENGINEER/SPECIAL PROJECTS FROM: BOB WEDDLE, CITY ENGINEER 0-1/2 SUBJECT: CONSULTANT CONTRACT FOR ADDITIONAL SERVICES FOR TAMARIND LIFT STATION DATE: DECEMBER 1, 1992 Please prepare a consultant services agreement for these proposed services with the work to be paid out of the sewer fund. I'll have to come up with an account number later. Sample contracts can be secured from Sunni Hamilton for the recent surveying or geotechnical contracts. RWW:sh cc: Account Technician/Engineering (LR) P5-"/4- ocajAO't /*/;0 re-(.1qz_ a) -I a r fti4 • Hall & Foreman, Inc. A Civil Engineering • Planning • Surveying • Public Works November 23, 1992 , Job #4013 L59 City of Fontana 8353 Sierra Avenue Fontana, CA 92335 Attention: Bob Weddle, City Engineer Regarding: Tamarind Lift Station This letter is to confirm our understanding of the direction that the City of Fontana wants Hall & Foreman, Inc. to pursue with regard to the design of the subject lift station. This is based on the meetings we held on November 19th, and our telephone conversation of November 20th. Hall & Foreman, Inc. will: 1. Revise the Southeast Fontana Sewer Report to modify the tributary area to the lift station from the Rialto area. This will involve adjusting the flow rates and the pro-rata shares of the construction cost estimate. The cost estimate will be modified based on current information and will include "soft" costs. The revised report will be submitted to the cities of Fontana and Rialto for approval. 2. Continue the investigation of package lift stations. The goal will be to determine an estimated cost for the installation of a package treatment plant, including additional security, paving, fencing, walls, generators, etc. that the City has requested he included in the design. In other words, the package station cost estimate will include the same features that are included in the lift station cost estimate. Continue work on the construction plans for the lift station and force main, incorporating the suggestions and input received during the two meetings. Items 1 and 2 are not a part of our current contractual Scope of Services. Our Scope of Services and related fee were based on finishing the existing lift station plans without significant modifications or alterations. Our Scope of Services also did not include preparation of technical back-up for the Rialto/Fontana agreement. We estimate that a fee range of $4,000 to $5,000 will be required to complete Items 1 and 2. Please initiate the appropriate change order documents to authorize payment for these additional services. 13821 Newport Avenue, Suite 200 Tustin, California 92680-7803 Tel 714/544-3404 Fax 714/544-3155 City of Fontana -2- November 23, 1992 These additional services will be invoiced separately from the main contract under Hall & Foreman, Inc.'s job number 4013-072. The invoices will be sent directly to the City of Fontana to your attention. We will perform these additional services on an hourly basis, in accordance with our Schedule of Hourly Billing Rates (Exhibit "A", attached). If you have any questions, please do not hesitate to call Harold Garcelon in our Ontario office or the undersigned. Thank you for the opportunity to be of continued service on this project. HALL & FOREMAN, INC. hn C. Hogan, P.E. ject Director H/kd cc: Harold Garcelon EXHIBIT "A" SCHEDULE OF HOURLY BILLING RATES May 1, 1992 through July 1, 1993 OFFICE: Principal $125.00/Hour Project Director/Sr. Project Manager $ 98.00/Hour Project Manager $ 86.00/Hour Project Engineer/Project Planner/Project Surveyor $ 80.00/Hour CADD Designer $ 90.00/Hour Designer $ 65.00/Hour Drafter/CADD Drafter $ 55.00/Hour Engineering Aide/Administration $ 35.00/Hour SURVEY: Survey Manager $ 86.00/Hour 3-Man Survey Party $180.00/Hour 2-Man Survey Party $140.00/Hour Note 1: It is Consultant's policy to meet all schedule requirements while maintaining a competent and professional level of service. In return, it is expected that all invoices will be paid in a timely manner. It is agreed and understood that all invoices will be considered delinquent sixty (60) days after invoice date. If invoice remains unpaid on the sixty-first (61st) day after invoice date, Consultant will stop work on this project, and ninety (90) days after invoice date Consultant will lien the property. Note 2: Client shall pay the cost, plus 15%, for any applicable governmental fees, title company charges, well monuments, outside vendor reproduction costs, in-house reproduction cost, and delivery or messenger services incurred on Client's behalf.. If requested, we will provide a computer printout which details these costs. We do not typically provide any additional back-up for these generally nominal expenses as part of our fee. Note 3: Miscellaneous fees shall be billed monthly as they are incurred. Invoices shall be considered due and payable upon presentation. Note 4: In the event this Agreement is breached, terminated, or canceled, or if "Additional Services are required, then Client shall pay Hall & Foreman, Inc. per the foregoing. Note 5: The above Schedule is for straight time only. In the case of overtime, the rate charged will be 1-1/2 times the hourly rates shown, and for Sundays and holidays, 3 times the hourly rate shown. Note 6: In the event Consultant's fee schedule changes due to any increase of costs such as the granting of wage increases and/or other employee benefits to field or office employees due to the terms of any labor agreement, or rise in the cost of living, during the lifetime of this Agreement, a percentage increase shall be applied to all remaining compensation. 1-714-941-7510 Hal Foreman Ontario 1 III 1,92 14:41 No.007 P.01 HALL & FOREMAN, INC. 3602 Inland Empire Blvd., Suite C-320 Ontario, CA 91764 (714) 941-3570 Hall & Foreman — OntariFEL: 1-714-941-7510 Dec 4,92 14:41 No.007 P.02 t r.A.111•P sT A rt oht <.oNI. vIRuc`-tom e,.''T►w9�,IE . t.. Phr.PV. s't8T:o4 ,A_ ..,�,. Item r �_�.__.... ......_ .._...,. __ .._ Description _.... .._ _ Quantity ._ Unit _.;.: -._.._--,-_l-.... - Unit Price Amount WA -ma (Du Nsc"Cr 4. ...I_.-/1 L. S I I , ono •- 2.._.. Di'? Fey Rc..6 MAIL n ocz LF 3'3 " 7 �o m ` I8" V c P CCtzAUi wet/. Goc5 t., P. 6S"' 3,1t .,_._ &IslcyiN title) t-,, sd,coc, . c;I?. Tm 4 -4, t ( I -A) -)rkb, Wei S 4L Pump. Pocks I ; s i3,co45` iN Srhu... IN stele o .c c..., .".: --•--• tit t as — iSA`4ua4,a, .i.SPci. ,rt.. 2'5'54 Ln t. S4 _... I'6.S,000. c) :-fie , pr pier,. _ - L.S B .' t t 6 1isc, NI NAGS L, S '7is> rz, 4 taq -I 00 ltI'3o 192 ;(1a11 & Foreman - Ontari EL: 1-714-941-7510 Dec 092 14 : 41 No . 007 P.03 'AtiV [ .(ND AY . Fc-1 s-rA T I bit' ST P U cr le N ErST1 l+i11'j e..� S e' ___ Item Description tuantity Unit Unit Price Amount I 1AI44r Cow14 Petlo0, c Pn L.,'S. II, obth ' I2." ,b1P rev( & frnot4 23ckts L,p 3 -74,=a' 5. I ES4ycPC Ac er;)Sew !a wr, 6,s% 3,1'65- __ sMc,/,va 12,,,4 t,S, SL1it 4• Sob d( (1,-4) ._..�.. u , _ , —. , ... GweAU,Ir. to►t. ..i3hck>=iu .. 3Oco 4 46 9- 13 6, Ca or 85 WE-nKait/bn'3 tl 5.LL t-., s t B4,atitl - f trt�tcc PI t-IANtcAL. C., s 3 4t coc` II ICI t S C, N1 + TA L 1-, S t S cr30 - 12., Po gm+1 r) I-, S /2 .nob Sub .4014( es-t-s 531, 300-- !$ _ 5 H t 1 .p. e'r. - t-,S 1-4 , er 1� _ ua oh s L, 3 5po sub 1 tdt (:4_t[) 4O,000-- ro+a_i_.. - -. $, 20 -- It/s'13a Hall u Foreman - Ontario L: 1-714-941-7510 N41,24,92 13:06 No.004 P.01 HALL & FOREMAN, INC. 3602 Inland Empire Blvd., Suite C-320 Ontario, CA 91764 (714) 941-3570 Date: To: Attention: From: Message: • FAX TRANSMI'rrAL (j_244-47,. FAX NUMBER: 1_ 3sa.. +c ca tolctitittett liransmlttitS o^ibret,f4,•,,, es inclv�ie this J, i�Case ger v Y J _.4 i rAnW4� :• �•.O 'with this't > {%,... 1 cbtltr �i �+loa •• 4 iiee• • • 4t 714 '9 '_=t fJeV<e�S �ij n `n(' 34. '• .nivWnr »4.fIAYw.r K�,4'%•fM}A.t%�}.Y30X.}..n jt,V.ifM vS>Vx..+ Rn. ^ •��,^j /..). t 4iFi/i1RI�Od t^4X'iX.�M.YJ<vfwv.HY'O•%O%tV V•YwY9�xnv Y„'swyh,./R.••XOXwYN.3}.AY,WXn}Y•nWv4 •.w ♦vYii'gNAXr.P'•n. J.YYY�piNn•MY} i• T S�+Y%. • +• 'iii���rrr e .i�... X.>V••M.};. T. }M w• i>�•..W I1.�YIY.r�p l... Vwn4 }ft ���.. WrInnWV.NtYw. x MiM^r • � I`�+l••J ♦A<.Y. y^r'.tn.% •. I.w;09fWT^p�'.A..r ...♦ n • Hall & Foreman — Ontar TEL: 1-714-941-7510 Noviii,92 13:06 No.004 P.02 Custom Series Pump Stations Factory-builtpump stations available In capacities in excess of 50,000 GPM • Smith& Loveless Bulletin #$03KS Hal1 & Foreman - Ontar TEL: 1-714-941-7510 Nov 92 13:06 No.004 P.03 The Factory -Built Concept. Factory -built pump stations have numerous economic, design and operational advantages over buikdr . place stations. Lower Overall installed Costs. • Perfected by years of experience, a factory fabrica- tion system Is far more efficient — and thus costs . less — than "stick -building" in the field. • Installation of a factory -built system takes less time, allowing faster turnaround for expensive heavy equipment end work crews, with mini- mum open excavation time. • Unlike a job site, the factory is not subject to unforseen weather and materials pi ob- lems that can delay installa- tion, The factory -built method also eiiminates a variety of Other common materials problems, such as: improper storage, coordinating the receipt of many different dcomponents, �iagnese�site by heavy equipment. Proven Design • A design that's been proven in hundreds of applications is more reliable than. a "one -of - a -kind" built -in -place station. • Fabrication quality can bemore easily monitored in the factory than it can in the field. Complete Unit Testing • All station components, includ- ing an auxiliary equipment, are completely tested prior to iFiipment, with special care given to hydraulics and elec- trical parts performance. Smith & Loveless C-(,J Inn711 Station maintenance and eaareeien is eased byapera- toe convenience feature,, such as rubber floor matte. well maintenance Cheri. fluorescent Ngnte. two-tone protective coating, and mylar equipment !abets. Dependable longifa service of the S&L designed mechanical seal is extended and Pump operation in- suredbey spore seal and with sgaskets furnished s are controlled by . sen dve pressure switches within the bubbler cabinet. Duplex, condnu. ously operating cempres- • sore are automatically alternated and require no pressure regulators. needle valves or other manual controls. Sewage ptpin Wt.?) bronze -fitted, double -disk gate valves and Smith & Loveless non -alarming check valves' with external Wee to permit back -flushing of auction lines. otil,cruaTPMW -rai c.q1 .!1c in1dr i1 I:1IT h :RT ?r;.—C?—Arm Rber'lass era is equipped V edtenslona, a frost -proof t and manual !i' blower awite; Hall & Foreman — Ontar lee Cover adder y prop bar. 3utomatio and Station shell with heavy Versapox® epoxy resin coating and magnesium anode pecks provides the ultimate in station iife. Access ladder has non welded aluminum rung* Vo prevent cracking under load. Bide rids form intake and exhaust air ducts for exhaust blower located in ladder base Motor is corrosion pro- tected with extra insulation and tight tolerances for extra tong life. The heart of the station is the Specially designed Smith & Loveless "non -clog" sewage pump. Quality features Include double mechanical seal end one- piece stainiess steel pump end motor shaft, supported by a large thrust bearing. Float -operated submersible sump pump with two check valves insures against leakage back to station. ' TEL: 1-714-941-7510 The Most Reliable Pumps in the Business. The Smith & Loveless pump -- the heart of the station — has been proven reliable in more than 25.000 installations world- wide. Specifically designed end built for wastewater pumping applications, the Smith & Loveless pump includes these unique features: • Close -coupled motor/ pump design — Eliminates stub shafts, sleeves, flexible couplings, separate bearing frames, and all other high - maintenance equipment. • Large diameter motor/ pump shaft , The use of stainless steel eliminates corrosion, for lower mainte- nance and longer service life of the mechanical seal. The shaft is oversized.to reduce deflection in the seal area, thereby reducing wear on the seal itself. • Double mechanical seat — The most effective m©chani- cal seal available) Provides "dead -tight" seal, tong life and lower maintenance. includes Integral lubricant filter sys- tem. Smith & Loveless was the first wastewater pump to use a mechanical seal — and is atilt the only pump manu- facturer to produce its own seal fOr these pumps. • All materials are selected for maximum corrosion and abrasion resIstance— Rotor Includes non -hygro- scopic Class F insulation, rotor end stator are com- pletely corrosion -proofed — ell designed to provide maximum service life. • Impeller vanes are custom -trimmed for each application —Shrouds are left full diameter to pre- vent solids from accumulating around the shaft Nov 40,92 13:06 No.004 P.04 Why...a Mechanical Seal? Smith & Loveless designed the mechanical seal over 30 years ago as an alternative to packed seals, which are characterized by leaking and frequent mainte- nance. Since high efficiency and low maintenance of the seal arrangement are so crucial to pump performance, the follow- ing design features were developed to meet these requirements: • "Dead -tight" seal --- Car- bon and ceramic elements ere perfectly mated, lapped to one light band tolerance. • Maximum seal life — Five to seven years is not uncommon, • Pump shaft is not a seal wearing element — Elimi- nates expense of "mertelizing" -or replacing worn shafts or shaft sleeves, • • Fast and easy to replace — Entire unit can be replaced in less than 30 minutes. • Hall & Foreman — OntarillTEL: 1-714-941-7510 Nov illP92 13:06 No.004 P.05 N4V-23—' 92 18 : L'16 1 D: F+F I NDUSTR I tS TEL NO: 018'T731944O U204 P86 • .% y 4t .i • • • • Custom Sadao Pump Station Collins Pawlnys PRO 12 Apri1,11134 1r Li ft tI11L. ] RAI aiiiv.. aumm: Una Lovetess,Ine.. ic ILiL?A 14040 W. Sante Fe Trait Dr. Lenexa, Kansas 88215 , Hall & Foreman — Ontar.EL: 1-714-941-7510 Nov 92 13:06 No.004 P.06 0.1•2 'Ir,V.:46trircors.....11-.1211 : illP1'.7 No.. 1 4 ... • • ,, ' ..4p 4 ,....t..v:: 5 ......;;.,,.... . ....,.. ....N 0 , 4'.' • It...94. 4:1„!,y, ,"., ...i. 1 • 0 A ..... r., .,-........ '.11.1! -..1.11i: 4. I:ill ita.11 8 Foreman — Ontar TEL: 1-714-941-7510 Nov 24,92 13106 No . 004 P.07 .y�•.n.rlv.�i"•1 •+i:, ,-_. •y+1„ti.9,'.•S•t�.�r,= , Di, . IMPORTANT FEATURES .• Double mechanical seal -the most effective mechanic on the market today. ageclaoy designed for SAL west pumps and proven in trr0uaande Of lnstauationa Cl0ae•caupled Pump and motor -allows large die Integral motor -pump shaft end minimum shaft OVerhe longer life. lees maintenance, compact design. Solid at steel Shaft -close tolerance manufacture eliminates ne ehlme. Shaft run -out held to ,0036. shaft end play h beertnp shake, vibration held to .CO$ Double volute -In larger pump sizes. double v '' ducal radial thrust for Longer seal Iife, longer • , •i Z 111 higher officioncr.-ti,rra-errs•: yr, Imp5ler-custom-trimmed for each 'tepee vane$, triritrngd-'Meade are left mil diameter to 'end * 1 ipy'thatariets from accuniuIjunp *round hie z a y traelgneq"�Or. r ped'duiy ;-• Ali me salacte3famax(rrtiuritreel ttinbitaoor►belonandabraste . • eteinleai iitie(and,b'tilnze used exienalyoly. Passes mini aches. •Y,ti4 iw'i4S; `!. ti K ✓ a iiRt', t; • :;', ComptatgIy tested -RACK pump 1* complataly *Epp m • texts i+ saes h lnkr before:0 (ley s ye cl prti4 edmirab 7!SiE,T•" : ".•.'tlr•r.!t•,••. to A:1 it ^ • 't " FT :•!ITIOR•POLP 141A • ,,. ,`. , •-•, MQT0lt AI►IPT$ ,:„ ••tee . �- • 'rt: •r- •• • ••.• - I. • i,• ,,'.q!7• 4 • •1 IMPE4OR • • • ,L. E!AL NOttsfliq • �•f 7.1 • inr,:ryi .'t!rF•x•; � 4. . r i , i. +•-' ' • • •Y • •'i# ROT INO,Oalb4tAid? AOJUITiNa gem!a• .''~ t fiTATIONART CARed's ' " 4 • 80d Pen aPPISTE48i8:ai T-11 r• i�• i S• ••J. tie. t close -coups dHmotor and pump of the dose -coupled motoNpump allows the on -Clog Pump to incorporate as tha advantages of to frame pump in an t111Ctent stole-00upted design. M. close -coupled design incorporates an extra large integre, motor -pump shaft with rust pump -end diameter e motor. This eliminates tha necessity for stub shafts, flexible couplings, separate beefing frames -4 se cosily gh-maintenance equlpmenL of the cxclusivi features of the $math A Loveless the belying arrangement The lower thrust bearings ked In place to ellminete exteesive shaft movement In eeembly. The upper guide bearings "float"' to allow expansion of the shaft. Both sots of bearings are Tod for each' molar and double•ahialded for longer"'• if'i•: .$1+'':"•`•rh, !rf i •r•:+�' her reatut f o> the,SA v f d 1. 7 t1 rrI •{ dFri gain.? L pump motor II OIuoi ;F , n with eta,i BImperatore Amltt,-dorrosion proofed namtcallybalanced IOW end isl(.mjlpring tubtioution r extended bearing life and tower matntertdnce'.''fh€'' • ' has groan t0 be outstanding In concrete "bytilt-in- H Pro.70r191ted itwf 1)ft eta , • ,:eridlTgil #!tar ep�l htidru! ;•61..�arr�F rT"+ w rS al,tr .•• Why. .a mecl The sett arrangement M ttte most bnporterlt feature of any pump. The s&L Mechanical Seel was developed by our research group in the las 10401 and has since proven time and time again to se successful In eliminating the leakage and high mainten*nce of Stuffing boxes. ObViousiy, yell inefficiency and high maintenance are not acceptable. At the outset, SAL established the foogwing pump criteria' 13 Campleteby tight seat 2) Maximum aaal life 3) Pump shalt not Ificluded n a seal wearing e►emertt 4 Fast and rep SAL Mechanical San d � is the Product The extensive research and many years of field experience —mid meets ID the above re iten3rnenie. The completely "dead -light" seal is due to the perfect meting of toe carbon and ceramic elements -lapped to ant light band tolerance. Elements are *utomaticalty adjusted for wear by a stainless eteei aering. , Maximum seal Igo hos been demonstrated In well over 17,000 Separate pumping IAe1a1Iattons The average manila is 5-7 years, The moter•pump shaft is not a seal wearing element in the S&L Pump thus eliminating the substantial expense of •"matatlxing" Or modc- ing were shafts or shah sleeves. The SAL Pump Seal 1* readily aceesetbi,• • • . The antlre unit can be replaced In lest than 30 S;iImisnQNt d.A:al 6ato3 26,-`d2-(0•1 S3Id1SnaNI *� Ha11 & Foreman —Ontario TEL: 1-714-941-7510 Why a double volute? As pump size Increases, the radtat thrust tncteases on the pump shaft. Thla radial load can serlouely reduce the life of Pump Beale and bearings and increase the maintenance problems and downtime of the pump, as well es rafted the pumping efficiency of the unit. Smith & Loveless research developed a two -compartment volute that reduces this radial load. This double volute, coupled with the 88L Pump minimum shaft overhang, reduces shalt detlectton—even at high pumping rates end when heavy Ioadd are oncountetM The photograph at right and dfawtrtes show awl -away view Of the double volute end demonstrates how radial thrust Is reduced by using the double volute deafen. %II • i .J S,: •t..'..:I. 1 ' •J �l:ram-'. •\•kaWton • �• lrlsylnYMvoloW0t.1Q b1lltlVudiion4111 Tha double vautd to imeb aain nu al It low Or IY h OlanD MN or MAIM Mkt Ihrvd and tlr hY CMOS IN IfrC4Yngrla IAOt/1141t chin mar/sane mum nYMaitaa Maly 4eaKlla4. Olnldoaru . 2nical seal? minutes. Aft Mounting bolts, are corrosion• Proofed. the seal housing Is recessed, keyed and spired or relieved to assure the proper eseembly Ind replacement of the;eel unit. The Sat. Pump Beal coated of two carbons. wO ceramics. a etainiooae steel spring, "O" rings tnd quad rings all mounted In a split bronze lousing, and a Completely cloned filtered Publics. ion system. The two carbon elements are held stationary oy quad ring& The two ceramic elements are tecuroft to the motor -pump shaft by "0" ring* snd rotate aQeinst the carbon faces. Those faces ire lapped to a tolerance of one light band. A stainless spring automatically oompensales for Near between the carbon and ceramic surfaces. rite unit is assentbred in a raglatered.lit bronzy lousing. secured with eteinlete cep screws. By iaing all non-ferrous materials and ;rainless .teal, no abrasive iron oxide can form In the •Met assembly to shorten Its, life. The seal la .brtcated by water taken from the pump back- ead area to better betimes the pleasure In le seal and reduce wear. The lubrication water Passed Itweugh a oorrovion•resistant niter gat screens out ell particles larger than 40 iicrontt. This filtered lubricant Is introduced .etween and ereund the *eel surfaces In the eel housing. TI ante )ha MIthruaal JIIi. the P mm,r N wrnw on lid Ilia Pr. a ndNM Of gmth. yYI N& fin MI tiler +1nle dlleonll sus. Nov 24.92 13406 No.004 P.08 Tr. MOIW IdiPl.. 4 Saeaonneal.d Ir4111 M. Damp vp', tv. the rasa stapoler. ronlllninp the Th. '.s hPw.� ehHlag r MMMta _The merit ltlOal WI/mat Intl horn Mt *ow adppnr ty iino.rq Ulf laht, M rmtgYed paw the wart it... Voine4 lW+rIlr WYI anon The MOIOATIDeilar avelnttr 'Mind. tp. i.pererlotina Ids IM rer.pyta and th. Impelar Ii rawp.yt agar Y14 yPued ws , Pwe10aNtoshe pearlWIb.0 1u"'p aIalawpm feel and !folio,' eft anion Iris takes ■ Mini,....n 411M al-i.IFi:.ra0:rill 111 ` ? Ii, ` ' r l: i ; Ctit`•t -F-Adf> NA) t 641-8777 Sep,92 13821 NEWPORT AVE., #200 TUSTIN, CA 92630 (714)544-3404 Fax Transmittal 14-4C'J. 'S �te' -9 — n -^L,iD s `1 f o1,el /w _ lCIdC)---,,�� ray )— 66 I _._. No. of Pages (Including this form) CC? -- Description or Message: 16:51 No.015 P.01 nee., 76 ,c id- r 96 -3 i juci -I .n r i-tr.• If all pages are not received or there is difficulty with this transmission, please call at (714)544-3404 or reply, to faK•number (714)544-3155. • 1 • Hall & Foreman, Inc. A Civil Engineering • Planning • Surveying • Public Works September 24, 1992 City of Fontana 8353 Sierra Ave. Fontana, CA 92335 Attention: Felipe Molinos, P.E. • b"6L@,aLiVLL SEP 3 01992 CITY ENGINEER'S OFFICE Regarding: Tamarind Ave. Lift Station and Force Main Proposal P93-086 We are pleased to respond to your Request for Proposal to provide engineering services on your project. As you are aware, Hall & Foreman, Inc. has already completed a substantial portion of the Tamarind Avenue Lift Station design. With the new tributary area, we will need to resize the pumps. We will then finalize the structural and electrical design which are only preliminary at this time. Enclosed are the following exhibits for your review: Exhibit B - Scope of Services Exhibit C - Fee and Payment Schedule Exhibit D - Schedule of Hourly Billing Rates Exhibit E - Data and Assumptions Should you have any questions, please do not hesitate to call either Harold Garcelon, P.E. at (714)941-3570, or the undersigned. We are prepared to begin work immediately upon your authorization. Thank you for this opportunity to be of service. HALL & FOREMAN, INC. C n C. Hogan, P.E. ject Director/Associa 13821 Newport Avenue, Suite 200 Tustin, California 92680-7803 Tel 714/544-3404 Fax 714/544-3155 • ORIGINAL EXHIBIT "B" SCOPE OF SERVICES Consultant agrees to perform and furnish the following services: 1. Perform Field Topographic Survey (028) to pick up supplemental culture and elevations to supplement the existing topographic survey from 1988. This Agreement provides for 8 hours of 2-man survey crew time, plus office support for note reduction. 2. Prepare Sewer Plan (043) for the gravity system starting from the Ruth Harris Junior High School site to the Lift Station. 3. Prepare Lift Station Plans (200) for the Lift Station to be located on the westerly side of Tamarind Avenue approximately 400 feet north of Jurupa Avenue. 4. Prepare Force Main Plans (201) for the force main to be located in Tamarind Avenue starting at the Lift Station and proceeding north to the intersection of Santa Ana Avenue. 5. Prepare Final Quantity Estimate (031) for plans prepared by Consultant at time of Agency approval. 6. Prepare Final Cost Estimate (031) based on Final Quantity Estimate. 7. Prepare Project Specifications (047) for the Special Provisions Section of the specifications. 8. Provide Public Agency Coordination (004) and processing of plans. This Agreement is based on a maximum of 40 man-hours of coordination and processing. Additional hours will be invoiced as "Additional Services". 9. Attend Client/Consultant Meetings (001), as requested. This Agreement is based on a maximum of 20 man-hours of meetings, including preparation time. Additional hours will be invoiced as "Additional Services". CLIENT: CONSULTANT: (Initials) (Initials) EXHIBIT "C" FEE AND PAYMENT SCHEDULE Client agrees to compensate Consultant for those services specified in Exhibit "B", Scope of Services, on an hourly basis in accordance with Exhibit "D", Schedule of Hourly Billing Rates, with a not -to -exceed fee of $38,000. Client shall be billed monthly as the work progresses. Invoices shall be considered due and payable upon presentation. Parties agree that the Schedule of Hourly Billing Rates, Exhibit "D", as stated herein, are effective from the date of this Agreement to July 31, 1993. It is Consultant's policy to meet all schedule requirements while maintaining a competent and professional level of service. In return, it is expected that all invoices will be paid in a timely manner. It is agreed and understood that all invoices will be considered delinquent sixty (60) days after invoice date. If invoice remains unpaid on the sixty-first (61st) day after invoice date, Consultant will stop work on this project, and ninety (90) days after invoice date Consultant will lien the property. MISCELLANEOUS FEES Client shall pay the costs, plus fifteen percent (15%), for any applicable governmental fees, title company charges, well monuments, outside vendor reproduction costs, in-house reproduction costs, and delivery or messenger services incurred on Client's behalf. If requested, we will provide a computer printout which details these costs. We do not typically provide any additional back-up for these generally nominal expenses as part of our fee. Miscellaneous fees shall be billed monthly, as they are incurred. Invoices shall be considered due and payable upon presentation. CLIENT: CONSULTANT: (Initials) (In'tials) EXHIBIT "D" • SCHEDULE OF HOURLY BILLING RATES May 1, 1992 through July 1, 1993 OFFICE: Principal $125.00/Hour Project Director/Sr. Project Manager $ 98.00/Hour Project Manager $ 86.00/Hour Project Engineer/Project Surveyor $ 80.00/Hour CADD Designer $ 90.00/Hour Designer $ 65.00/Hour CADD Drafter/Drafter $ 55.00/Hour Engineering Aide/Administration $ 35.00/Hour SURVEY: Note 1 Note 2 Note 3 Survey Manager 3-Man Survey Party 2-Man Survey Party $ 86.00/Hour $180.00/Hour $140.00/Hour In the event this Agreement is breached, terminated or canceled, or if "Additional Services" are required, then Client shall pay Consultant per the foregoing. The above Schedule of Hourly Billing Rates is for straight time only. In the case of overtime, the rate charged will be 1-1/2 times the hourly rate shown, and for Sundays and Holidays the rate will be 3 times the hourly rate shown. In the event Consultant's fee schedule changes due to any increase of costs such as the granting of wage increases and./or other employee benefits to field or office employees due to the terms of any labor agreement, or rise in the cost of living, during the lifetime of the Agreement, a percentage increase shall be applied to all remaining compensation. CLIENT: CONSULTANT: (Initials) (In tials) • • EXHIBIT "E" DATA AND ASSUMPTIONS Whereas Consultant intends to provide engineering services to facilitate the design of a Sanitary Sewer Lift Station in the City of Fontana, County of San Bernardino, California. This Agreement for engineering has been prepared based upon normal construction and surveying procedures, as well as specific discussions between representatives of both parties. The Scope of Services (Exhibit "B") specifically states those services to be performed, subject to the following Data and Assumptions: 1. This Agreement is based upon the presumption that the existing unfinished Improvement Plans described in Item 3 of the Scope of Services, as prepared by Consultant which have been through 1st plan check, will not be subject to changed conditions by the City. 2. Consultant will not be responsible for supervision and/or inspection of construction. 3. Those items of work not specifically addressed in the Data and Assumptions and Scope of Services shall not be considered a part thereof, and shall be considered as "Additional Services", and shall be subject to negotiation. No additional work will be started without written authorization. CLIENT: CONSULTANT: (Initials) (In tials) CLIENTS COPY EXHIBIT "B" SCOPE OF SERVICES Consultant agrees to perform and furnish the following services: 1. Perform Field Topographic Survey (028) to pick up supplemental culture and elevations to supplement the existing topographic survey from 1988. This Agreement provides for 8 hours of 2-man survey crew time, plus office support for note reduction. 2. Prepare Sewer Plan (043) for the gravity system starting from the Ruth Harris Junior High School site to the Lift Station. 3. Prepare Lift Station Plans (200) for the Lift Station to be located on the westerly side of Tamarind Avenue approximately 400 feet north of Jurupa Avenue. 4. Prepare Force Main Plans (201) for the force main to be located in Tamarind Avenue starting at the Lift Station and proceeding north to the intersection of Santa Ana Avenue. 5. Prepare Final Quantity Estimate (031) for plans prepared by Consultant at time of Agency approval. 6. Prepare Final Cost Estimate (031) based on Final Quantity Estimate. 7. Prepare Project Specifications (047) for the Special Provisions Section of the specifications. 8. Provide Public Agency Coordination (004) and processing of plans. This Agreement is based on a maximum of 40 man-hours of coordination and processing. Additional hours will be invoiced as "Additional Services". 9. Attend Client/Consultant Meetings (001), as requested. This Agreement is based on a maximum of 20 man-hours of meetings, including preparation time. Additional hours will be invoiced as "Additional Services". CLIENT: (Initials) CONSULTANT: (Initials) EXHIBIT "C" FEE AND PAYMENT SCHEDULE Client agrees to compensate Consultant for those services specified in Exhibit "B", Scope of Services, on an hourly basis in accordance with Exhibit "D", Schedule of Hourly Billing Rates, with a not -to -exceed fee of $38,000. Client shall be billed monthly as the work progresses. Invoices shall be considered due and payable upon presentation. Parties agree that the Schedule of Hourly Billing Rates, Exhibit "D", as stated herein, are effective from the date of this Agreement to July 31, 1993. It is Consultant's policy to meet all schedule requirements while maintaining a competent and professional level of service. In return, it is expected that all invoices will be paid in a timely manner. It is agreed and understood that all invoices will be considered delinquent sixty (60) days after invoice date. If invoice remains unpaid on the sixty-first (61st) day after invoice date, Consultant will stop work on this project, and ninety (90) days after invoice date Consultant will lien the property. MISCELLANEOUS FEES Client shall pay the costs, plus fifteen percent (15%), for any applicable governmental fees, title company charges, well monuments, outside vendor reproduction costs, in-house reproduction costs, and delivery or messenger services incurred on Client's behalf. If requested, we will provide a computer printout which details these costs. We do not typically provide any additional back-up for these generally nominal expenses as part of our fee. Miscellaneous fees shall be billed monthly, as they are incurred. Invoices shall be considered due and payable upon presentation. CLIENT: CONSULTANT: (Initials) (Initials) OOP • EXHIBIT "D" • SCHEDULE OF HOURLY BILLING RATES May 1, 1992 through July 1, 1993 OFFICE: Principal $125.00/Hour Project Director/Sr. Project Manager $ 98.00/Hour Project Manager $ 86.00/Hour Project Engineer/Project Surveyor $ 80.00/Hour CADD Designer $ 90.00/Hour Designer $ 65.00/Hour CADD Drafter/Drafter $ 55.00/Hour Engineering Aide/Administration $ 35.00/Hour SURVEY: Note 1 Note 2 Note 3 Survey Manager $ 86.00/Hour 3-Man Survey Party $180.00/Hour 2-Man Survey Party $140.00/Hour In the event this Agreement is breached, terminated or canceled, or if "Additional Services" are required, then Client shall pay Consultant per the foregoing. The above Schedule of Hourly Billing Rates is for straight time only. In the case of overtime, the rate charged will be 1-1/2 times the hourly rate shown, and for Sundays and Holidays the rate will be 3 times the hourly rate shown. In the event Consultant's fee schedule changes due to any increase of costs such as the granting of wage increases and./or other employee benefits to field or office employees due to the terms of any labor agreement, or rise in the cost of living, during the lifetime of the Agreement, a percentage increase shall be applied to all remaining compensation. CLIENT: C'NSULTANT: (Initials) orals) txDP COP EXHIBIT "E" DATA AND ASSUMPTIONS Whereas Consultant intends to provide engineering services to facilitate the design of a Sanitary Sewer Lift Station in the City of Fontana, County of San Bernardino, California. This Agreement for engineering has been prepared based upon normal construction and surveying procedures, as well as specific discussions between representatives of both parties. The Scope of Services (Exhibit "B") specifically states those services to be performed, subject to the following Data and Assumptions: 1. This Agreement is based upon the presumption that the existing unfinished Improvement Plans described in Item 3 of the Scope of Services, as prepared by Consultant which have been through 1st plan check, will not be subject to changed conditions by the City. 2. Consultant will not be responsible for supervision and/or inspection of construction. 3. Those items of work not specifically addressed in the Data and Assumptions and Scope of Services shall not be considered a part thereof, and shall be considered as "Additional Services", and shall be subject to negotiation. No additional work will be started without written authorization. CLIENT: CONSULTANT: Initials) (Initials) EZIP z E7 • Hall & Foreman, Inca .1 Civil Engineering Planning • Surveying • Public Works • October 23, 1992 Job #4013-071 The Alexander Haagen Company 3500 Sepulveda Blvd. Manhattan Beach, CA 90266 Attention: Chris Fahey Regarding: Empire Center - PSSA Forms As a follow-up to our telephone conversation, enclosed for your approval are PSSA forms, in duplicate, for the following Hall & Foreman, Inc. job number: 4013-071 - Tamarind Avenue Lift Station and. Force Main The Scope of Services and related fee are in accordance with the proposal that we sent to the City of Fontana last month. Upon your favorable consideration, please return an executed copy of the PSSA to Hall & Foreman, Inc. We anticipate the following time line for the project: Task Completion Date Authorization to Proceed (Signal PSSA) Oct. 27, 1992 Review/Assess Current Status/Determine Unresolved Issues Nov. 4, 1992 Meet with Public Works Nov. 5, 1992 Plan Preparation Dec. 7, 1992. Submit for Plan Check (Lift Station - 2nd check, Force Main & Sewer - 1st check) 13821 Newport Avenue, Suite 200 Tustin, California 92680-7803 Tel 714/544-3404 Fax 714/544-3155 Dec. 8, 1992 immoomnot fp • The Alexander Haagen Co. -2- October 23, 1992 These dates are based on receipt of the signed authorization to proceed by October 27, 1992. If that date is delayed, there will be a corresponding delay in the subsequent task completion dates. Thank you for the opportunity to be of continued service on your project. Please call if you have any questions. HALL & FOREMAN, INC. o n C. Hogan, RE. Pro'ect Director/Associat H/tmg cc: Bob Everson, Harold Garcelon, Steve Reiner - H&F John Riley - City of Fontana Glen Sams - Arrowhead Development PROFESSIONAL SERVICES SUPPLEMENTAL AUTHORIZATION (ALA DOCUMENT G604) (instructions on reverse side) H&F Job #4013-071 PSSA # In accordance with the written Agreement dated as of August 1, 1988 between the parties designated below for THE PROJECT: EMPIRE CENTER - INFRASTRUCTURE The ALEXANDER HAAGEN COMPANY hereby authorizes HALL & FOREMAN, INC. to: Proceed with Additional Services (4013-071) ❑ Proceed with revised scope of services ❑ Incur Reimbursable Expenses as follows: Prepare construction documents for the Sewer Lift Station on Tamarind Avenue west of the Junior High School, and for a force main in Tamarind Avenue from the Lift Station to Santa Ana Avenue. The specific Scope of Services is attached as Exhibit Compensation shall be adjusted as follows: For a fixed fee of $38,000. An approximate fee breakdown is attached as Exhibit nBu Time for performance shall be adjusted as follows: Not Applicable Upon return of a fully executed authorization, this service shall become a part of the Agreement identified above. APPROVED BY: APPROVED BY: HALL & FOREMAN, INC. By: By: John C. Hogan, P.E. Title: Project Director/Associate Title: Date: October 23, 1992 Date: AIA DOCUMENT G604 • PROFESSIONAL SERVI CES SUPPLEMENTAL AUTIIORIZATION • MARCH 1979 EDITION • AIA© 1979 • TIlE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASIIINGTON, D.C. 20006 Ak H&F Job #4013-071 PSSA # EXHIBIT "A" SCOPE OF SERVICES HALL & FOREMAN, INC. agrees to perform and furnish the following services (Numbers in parenthesis are Hall & Foreman, Inc.'s internal service codes): Notes: 1. Perform Field Topographic Survey (028) to pick up supplemental culture and elevations to supplement the existing topographic survey from 1988. This Agreement provides for 8 hours of 2-man survey crew time, plus office support for note reduction. 2. Prepare Sewer Plan (043) for the gravity system starting from the Ruth Harris Junior High School site to the Lift Station. 3. Prepare Lift Station Plans (200) for the Lift Station to be located on the westerly side of Tamarind Avenue approximately 400 feet north of Jurupa Avenue. 4. Prepare Force Main Plans (201) for the force main to be located in Tamarind Avenue starting at the Lift Station and proceeding north to the intersection of Santa Ana Avenue. 5. Prepare Final Quantity Estimate (031) for plans prepared by Consultant at time of Agency approval. 6. Prepare Final Cost Estimate (031) based on Final Quantity Estimate. 7. Review Project Specifications (047) for the Special Provisions Section of the specifications. 8. Provide Public Agency Coordination (004) and processing of plans. This Agreement is based on a maximum of 20 man-hours of coordination and processing. Additional hours will be invoiced as "Additional Services". 9. Attend Client/Consultant Meetings (001), as requested. This Agreement is based on a maximum of 20 man-hours of meetings, including preparation time. Additional hours will be invoiced as "Additional Services". 1. This Agreement is based upon the presumption that the existing unfinished Improvement Plans described in Item 3 of the Scope of Services, as prepared by Consultant which have been through 1st plan check, will not be subject to changed conditions by the City. 2. Consultant will not be responsible for supervision and/or inspection of construction. The Scope of Services does not include construction phase services. H&F Job #4013-071 PSSA # EXHIBIT "B" APROXIMATE FEE BREAKDOWN Tamaraind Lift Station, force main, and sewer: Task Hours Fee Topographic surveying (incl. office time) 14 $1,700 Lift Station Plans 220 19,000 Force Main & Sewer Plans 120 10,600 Engineer's Estimate 14 1,100 Specifications 24 2,000 Meetings/Coordination 40 $3,600 TOTAL $38,000 CAwp51\4013\reports\sewer.b SOUTHEAST FONTANA SEWER REPORT NORTH OF SANTA ANA AVENUE EMPIRE CENTER - PHASE 1 REVISED 9/4/91 Prepared For THE ALEXANDER HAAGEN COMPANY Prepared By HALL & FOREMAN, INC. 3602 Inland Empire Blvd., Suite C-320 Ontario, CA 91764 (714) 941-3570 Harold Garcelon, P.E. RCE#31681 Page 1 &SI CONSULTANTS, INC. SEP 1 0 1991 PLAN CHECK # y-nror RECEIVE7; SEP 19 P.M. PUBLIC WORKS ENnINEERING 7/31/91 OVERVIEW Empire Center north of Santa Ana Avenue will have gravity sewer service to the City of Rialto via the proposed Santa Ana Avenue trunk sewer. The basic areas to be serviced are: Promotional Center, Business Park, Fire Station, Regional Mall, Entertainment Center, Commercial Strip east of Empire Center Blvd. North, and the 23 acre residential site. Runoff calculations are based on previous studies (attached) and 3230 MGD per acre for commercial industrial and 350 gal/day per residential design unit. Peaking factor is 2.5 (Q(cfs))31 and 0.50 for 8", 10", and 12"; 0.55 for 15" and 18"; 0.60 for 21" and 24", as directed by the City of Fontana. The phasing of construction will delay full flow in the sewer line for 1 to 2 years. The Slover line 9+98 to 24+52 will only serve the Fire Station at this time and may require flushing. The Santa Ana lie from 7+29 to 17+08 will be dry until the mall and/or the entertainment complex comes on line. Flushing of the Santa Ana line will need to be reviewed when construction scheduling is known. C:\wp51\4013\reports\sewer.b Page 2 7/31/91 • I er { • all SOUTHERN PACIFIC RAILROAD SLOVER HOTEL. ENTERTAIN CENTS PLANNI AREA 3 79- • F. • ? AO • 0 tri rt m ro •c As NM • Z ).co 0 •Ir •• •U o rimsay, 7 • I® O. • U •▪ � ••• ' I • II•• •• •• I •• ▪ • •• II •• • • • • • • • • • • I • •. •, •• • • • • • • •• • • ■ II • • ■ • N., • • ••! • • rL IRoo an .i pl l too Re5 0 •087- HOTEL ® m • (its AVENUE UNDEVELOPED AREA 8e/f/,Vto' o, Ayr .142_ • T •o � 'ZZ $t}t� 10 AC J ,4'4: /OENr%4 : JUIIUPA AVENUE /7--A use I. • •.• • • Me • • • • •I !Al • • • • - • • • /060 erga Bloomin High Sc1 •• • ••s :• • • •• ,' en . • • •!• • j• • • ... ill. • • it • /07.3• • a .• • • • •• I. • • • • • • • • • • • •• • •• • \JO CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT is M Pt Q 6 CEt3SR sewt2 DATE ?-30-q1 JOB NO. 40t, SHEET OF 4 2 l>. Z FL„USKtK4G MP fir= ReivuiRab o19 • IC J,ZX • SLO t Avg .N to x e.2 Q' ti TAMActtha 3602 INLAND EMPIRE BLVD., STE. C-320 • ONTARIO, CALIFORNIA 91764 • (714) 941-3570 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT &MPI{?E CGNr R SEWER BY DATE �. 7-30-9/ JOB NO. 4c SHEET z OFz.1 RUNOFF CALCULATtcIN.S FUTURE itUStN€ P,\J C Z3o 42A= -14Z MGD I , c5Oc J 00o FIDE. STAr1614 32- 3d "?S AC I, 000, ego OFFrcc / 5c.ISrKEs S to i, 009, cod pRotno cEN T i2 ( Pelt . • L ETE2) '3 MALL ( PER L GTE Q) oFFIcE j3US(RESS QjAG 3Z3o I,aoo,eC.0Z. 0oz. t'-"GD. ,03 t mGl) • 1 67 MGD • I t lel c,, Q to t 6 2T A I N /ei GtAT cGh ret (PER LE1 .(Z) ® '/3 M LL • 112 N'‘ G 't) 0 REmAIMIV-G MALt_ = .M fnGt� 3 130- I.r �5 / colel Elc IA L 3�3d p�9 �nG� ,AC, 1,0O4)100o I I . F U.SI N Eb5 / G o1it fa E race 9 L 3oAc 3'�30 = ,Dg'T ►ICAb 1,000,001Z, 23'A t- S(KGI. 3SOD�/�°ilt,� 2-3 x AC, 5 I,t,o0ed00 .0 3 7 N1 4 3602 INLAND EMPIRE BLVD., STE. C-320 • ONTARIO, CALIFORNIA 91784 • (714) 941-3570 r • AA'-k sib .yy"; g aite. CIVIL ENGINEERING • LAND PLANNING LAND SURVEYING SUBJECT BY DATE JOB NO. EMPIPC- CENTER SEvYE2 °�( I Q-0\3 4-I'nDRAULAC c•,\L(ULAT\OW S. s LOv E/Z LINE 24+5 z Tca 5 +IF t I SHEET F © ACnt = ,!4Z + ,oc . + .o z: ,I'ICp I"IC.,D x I,SS cFs 2:73 c� ,91 A'1 G p PGAV- r=Loti= z.s (,'7(4 G.Fs }o" @ O.S% 14,1 _ n . - .764 C ,o\ ) ,.z29 / - . 49 cl$115 SS92- . 83�5 o0 ex VELOClisd _ ,?[oC• C383),$3= 2'°J ✓Sec EK'1P 1'PE 13LV D I.lOtVTk\ raw" SLrr'El2 set," 384.38 To 3(t31 S LOYE/ LI N E PEAK. FLOC* (t" a . co') -4- ® % .1'i(o + • 16,1= ..543 x t.ss . s3Z i9� x 2.s = 1. 4i K - "IC 'MI) i L15 (.o4369)1/; VELot.IT`.S� ��SCL .3,a3 (1) 31•4-3t. To %I t o8 .343+ Qt©' .343+ ,ozeo_ •4- I X'.5$; .'?46c; PEA4. I-LOCb :I• 74t'o 91 A z.s z t , 92 c.F. 12•. @ 17, Ie. 1.9z. C .013) D� s . S, t6✓3 <,o'o)y- d VELoc.1-r t,9 t 4.c/sc- 93 Q t 7+29 TO 1bt•00 0.13 Nita . I.sS „I PEA K.. FLOW (0.02) x z.s a-12. tSEc.. i P !' o855 . Zzo a-12 .e 274, ,02."12 .532 G4 -gip:, Acoa Dld m . 1 fob, 1 1.11Vt..cf;u1J ^7j -1,. ,7, 4u 3602 INLAND EMPIRE BLVD., STE. C-320 ONTARIO, CALIFORNIA 91764 • (714) 941.3570 y . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT EM?me_ CENTER seivert BY H DATE -1-30-91 JOB NO. 40V SHEET OF 4. 1 O#b O. 1-0 1 -7 4- C=. SANTA 0 13 + CD: .0134 . 1 12 = �25``N1GD x (.55 91 ( Pe- AtC. FLoup (.194) 2.s =` , SCO2 1Qe @ z 7. KiZ s6.2 (.�t31 835 aj6 ,orZ4) i•i = SCea t : .L� �/S sc.,.393( $33, 2 a, z.4-2 AHA LINE: 3 Z f-GZ� Tp2 w PEAK. LOU)F IS" e 0,1avc )30 23 ` , YEw'AG rr . I94. .s 51`;'. C) "= •401�.125+ 1t4 .'itO (I,11.)'91 Z.S = (IS) (oo+$� 2- •443 ((s2) 2,77 I/sec. 30 +Z.3-k-cy 20 f o co '7ZO+ P E A V- 1 {F LOct� i.&e O.2470 44.17. 3,20 (.atz) 20 . 3t,5 5 'fit' o zq�Z . - 3,2 /5� VEl_oc.l�-‘3 .4$3 (l.5)Z it) #.=S ,ear , 0`33 x I.SS b. 1.37 9t PEN4. FLOW (1.31). (2.5) = 3,33. c ' 1 '5r35 C. mom) 21.. p . 1Zre k ' f .'I s% (too 1234, .33 l�ELoc 1 T'j 'l 5 1/5c-c. k t 1 _ .720 + . c z of + . o91= .a 4c )c _14 55; 1,31 � t i-5%) z. 5, ^ 3 , 20 , ZCoQe- 46,4 251 :D%= .ss D/d- ,S'f 3602 INLAND EMPIRE BLVD., STE. C-320 • ONTARIO, CALIFORNIA 91764 (714) 941-3570 SOUTHEAST FONTANA SEWER REPORT NORTH OF SANTA ANA AVENUE EMPIRE CENTER - PHASE 1 REVISED 9/19/91 Prepared For THE ALEXANDER HAAGEN COMPANY Prepared By HALL & FOREMAN, INC. 3602 Inland Empire Blvd., Suite C-320 Ontario, CA 91764 (714) 941-3570 • oQROFESsi0 C. 1HUR a 3 No. 31681 0 7C:11/3cIAL11.51:7: ,. ai Harold Garcelon, P.E. RCE#31681 C:\wp51\4013\reports\sewer.b Page 1 f'r9 m RECEIVED 19 P.M. PUBLIC WORKS Er.7i .'tE(RtNG 7/31/91 OVERVIEW Empire Center north of Santa Ana Avenue will have gravity sewer service to the City of Rialto via the proposed Santa Ana Avenue trunk sewer. The basic areas to be serviced are: Promotional Center, Business Park, Fire Station, Regional Mall, Entertainment Center, Commercial Strip east of Empire Center Blvd. North, and the 23 acre residential site. Runoff calculations are based on previous studies (attached) and 3230 gal/day per acre for commercial industrial and 350 gal/day per residential design unit. Peaking factor is 2.5 (Q(cfs))•91 and minimum D/d of 0.50 for 8", 10", and 12"; 0.55 for 15" and 18"; 0.60 for 21" and 24", as directed by the City of Fontana. The phasing of construction will delay full flow in the sewer line for 1 to 2 years. The Slover line 9+98 to 24+52 will only serve the Fire Station at this time and may require flushing. The Santa Ana line from 7+29 to 17+08 will be dry until the mall and/or the entertainment complex comes on line. Flushing of . the Santa Ma line will need to be reviewed when construction scheduling is known. The Santa Ana/Empire Center line from 7+29 to 38+38± and the Santa Ana line from 21 + 00 to 32.62 will be constructed in rough graded right-of-way and manhole frames and covers will be set 12" above graded surfaces, but the top of cones are being set 12" below final finish surface. C:\wp51\4013\reports\sewer.b Page 2 7/31/91 • ._• er { HOTEL W (75 PnOMOT1ONAL CENTER PLANNING AREA B AVENUE HOTEL • • z Z 0O ( • G) r r to a '"1 c z _ p , =1 3 • • ,'•I` 0 ELEM. ..1ZWOOL. JunupA 4 UNDEVELOPED AREA SUS/NE.0' PARA' i AVENUE 8 s — r . . •, • 1 C • •es ' • I • a • . •• I •• • • I • • •• •- • •. • •• •: •• • •• •• •• • .• • • • d' • I a •• -s 1 • •• • •• ■ • 1 • • •� •, • 1052 • • • • iI • • • . I. • • • • • • • • • • to • • • •• Joler Q: • • • 1073 . • 1060 --� • 1 • a •• 11. 103 se Bloomingtoit:. High Sch i•• • ••• ••• • _j• • • L • • 1 • 4 • • / •• • ▪ y • • . . / • as t • ... / • • •i / •I• • •i CIO se. • • • • • a • • • • a a • •• • •• •- 1012 SUBJECT EM P1� E CIVIL ENGINEERING CG 4—R sewt2 BY H LAND PLANNING DATE �-30-91 • LAND SURVEYING JOB NO. 40E:3 SHEET ( OF 4 23 FLU StttI4G MAY Fie Q&uiRaa 0 to N a' a a 3 ,o ,o ¢�31`a", ,.xz S• LOv•2 vAvc 3/4. sQ In Iwz 2/, E. g> :v . J 32 to x ITT ti� x°G (Jp 9?4 0` Ind M t75.4 TAPPIA211•10 3602 INLAND EMPIRE BLVD., STE. C-320 • ' ONTARIO, CALIFORNIA 91764 • (714) 941-3570 MEM CIVIL ENGINEERING SUBJECT EMPIPG CGNTt R sGwE1z BY • LAND PLANNING • LAND SURVEYING DATE • 7-30-9I JOB NO. 4a t� SHEET Z OF41 CD 1ZuNo FF cALCULATtoI's U.\urzE i' u thlPA R.K. 4-2AC 3Z3o = -14Z MG,D ocoJoco H t € STAT(61.( �5 11C 3z30 o02. fr-‹D ,oco,oco or=-FiC Gust/Es S Z, '30 to Ac-- 1, 000, 00A pRor\P‘o c,EN Te"72 (PE2. •LETG %3 MALL. ( PCIZ L:ETE�.) oFFIcE- 1.30(14E%S Z3o SAC 1,000,c>vo Et.v'E2.TA(HMEt`tT G&iv7Et (PER LETS IZ} _. ,o(3 t1c•,D 1/3 t" 4LL RErnAININ-c•MALL z , 112 1 G)t) . t\4 K G� 0 B 0- (t.[ ASS / GO t-el V1 El/CIA L 3Z3o c�29 t GD �'c I,c)co,000 13tfSINE55/ Geel /41,‘E20gL. o Ac 3'Z3o , dcp 1 N'1 Ck L�J 1,000, - 23't4C SCNGLE. 3SFAM11.L.1 I,000ropo 23 K 4, S ,c537 N1 C D 3602 INLAND EMPIRE BLVD., STE. C•320 • ONTARIO, CALIFORNIA 91764 • (714) 941-3570 CIVIL ENGINEERING SUBJECT EN1al1?G- GE1tTcR . sEw€2 BY • LAND PLANNING DATE 7-30-°1( LAND SURVEYING JOB NO. 4\3 SHEET OF 1 1-I"%Dt.AuL\c cALcUI.AT\Oht S S VOv C/Z (-_(N ©?CDt - ,91 PEAK ruleZ. (,273) _ i(o�P GFs �o„ @ a.S% lL = c? " ."766 C ,01) ,Z29 ' 49 d8/5 `12- ao S it cL.ocl'Z• V. - �7�G 7 ),$a= �'9 5 c�c A @38 , 273 cF% 24+57. In94ct22, I4z + ,00Z + .hncD X (ASS Cr3 FIG 0 ete P IEE 01.v D No2Th1 F2olw St_C,/E. ra SOu T4.} 8t38 "Ttl,3tt31 SL y jZ L (t.t + 4� . .116 t • 1c.1 1 •343 x t.SS .53Z cam. PEAK FLOca + . S3Z x 2.S .4 1.4I 64((,O\) ,D 45 Z C LIS , o o rc9) /2 .,. I Z% VE LOL I T� a- `� < 3t+3t. TO 11 -k COI 343 + © . .343+ ittZ.4 31 I/s c.c- PEA (. q . FLOc• T4G 91 x 2,5 t.92 GF.5 I ,/ ,e 13) 12' @ Iry tG = � �3 ( o% O) %2 , 2.4) VC�o�rT�. %.9L 4.i1/stC. 7+29 To +dr-flo _ 6013 fr G1) x I.SS - .020 a'E's ,9I PEA K- FLOW (0.o2) x 2..S = . 072 HOLD v z 2.bE,b %sec- ) HtsL0 �„ vGP ,� Yy 1— Po - •.a72 - . c 3CoGT ca ci Ca_ .o3 Zo ,�_3rvd2' a@Ooj D6 = ,LCo° d (► 4 �T)�- .4-8I x‘.SS . .746 cG 5 Q NN f. O? Z ( .0‘31 \Z • c . of 57 PlaJ z .S' 3602 INLAND EMPIRE BLVD., STE. C-320 • ONTARIO, CALIFORNIA 91764 (714) 941-3570 X CIVIL ENGINEERING SUBJECT EMPt12e. cSNTC-V SEWCft. BY • LAND PLANNING H C.7 DATE `I-30-9t LAND SURVEYING JOB NO. 4tIS SHEET OF if I o4OcS 1-0 1 '1+0 , 0 13 -l- SQ - ,C)134 . 1 12 = . t ZS Wic D x I . Ss = 91 PEAK. FLOC. (, t 94) 2,5 , Seo c.45 0,244 Ktz 1SCO2 (.013) ,s331!1'56 ac-q.. 4)��' SCa2 VELOc.I't' e t = 2.0C/5EG, 3� 3( 833) 5ANTA ANA LINE ,, 24-2 .194- b(= m S I5 32+472 "C'CJ 30425 4SI t .t25 -'� 9 _ •40t*.IZS+.114 z .1ZO xl1SS. t.12 PEAL FLOW (I,IZ)'9l 2S = i8" e o,1gyc, Imo._ 2 �(.012 )� 3 . ZooS D/d = .SS (1• 5 ) (coy$) 2 YEL.c,c rrt 2----1(f, 2,77 VSE c, 443 (I,SZ) '5O+Z.3 0 2c fO Co 1 ZO -4 (Le) t { _ . 7 ZO + o 72) + , 09l = PEAK- FL-04., (1,-51),91(2r 5) _ .3 , 20 c.-c-* I &@ a, z4/o �' 3,z.0 (.eta) , Z6oce 1„SE‘S rOOZ41/Z ,� d 3,2'/5� VEc- o1=t'Y .4` 5 (I.Si2 24,4- o Co iv .1,SS: 1,31 .55 .54G-1T .. .e46 •*. ro3?= e x Irk z 1,37 91 PCA1c PLoC)=1.31) (21s)= 3,33 I 3.3 5 (, O 1-L ) .259 2111 c 0.122, I •l5°�� („c>d 1.0-, 3.33 y6LAc. T" 14 1r75s 2,5 "Src, ,s35 3602 INLAND EMPIRE BLVD., STE. C-320 • ONTARIO, CALIFORNIA 91764 • (714) 941-3570 C:\wp51\4013\reports\sewer.b SOUTHEAST FONTANA SEWER REPORT NORTH OF SANTA ANA AVENUE EMPIRE CENTER - PHASE 1 REVISED 9/19/91 Prepared For THE ALEXANDER HAAGEN COMPANY. Prepared By HALL & FOREMAN, INC. 3602 Inland Empire Blvd., Suite C-320 Ontario, CA 91764 (714) 941-3570 Harold Garcelon, P.E. RCE#31681 Page 1 7/31/91 I OVERVIEW Empire Center north of Santa Ana Avenue will have gravity sewer service to the City of Rialto via the proposed Santa Ma Avenue trunk sewer. The basic areas to be serviced are: Promotional Center, Business Park, Fire Station, Regional Mall, Entertainment Center, Commercial Strip east of Empire Center Blvd. North, and the 23 acre residential site. Runoff calculations are based on previous studies (attached) and 3230 gal/day per acre for commercial industrial and 350 gal/day per residential design unit. Peaking factor is 2.5 (Q(cfs)).91 and minimum D/d of 0.50 for 8", 10", and 12"; 0.55 for 15" and 18"; 0.60 for 21" and 24", as directed by the City of Fontana. The phasing of construction will delay full flow in the sewer line for 1 to 2 years. The Slover line 9+98 to 24+52 will only serve the Fire Station at this time and may require flushing. The Santa Ana line from 7+29 to 17+08 will be dry until the mall and/or the entertainment complex comes on line. Flushing of the Santa Ana line will need to be reviewed when construction scheduling is known. The Santa Ana/Empire Center line from 7+29 to 38+38± and the Santa Ma line from ij 21 + 00 to 32.62 will be constructed in rough graded right-of-way and manhole frames and covers will be set 12" above graded surfaces, but the top of cones are being set 12" below final finish surface. I. I I I I I C\wp51\4013\reports\sewerb Page 2 7/31/91 I • • • • • • • • *•••••••••••41F SOUTHERN PACIFIC RAILROAD $LOVER HOTEL &)1 • ( it 14013 ENTERTAIN CENTE KANN( s AREA X + Z • n z n 0 O in r Zin APEP.C/DE417,41 AVENUE • UNDEVELOPED AREA Aveziwir• Ator .142_ • (1) 4)24 .0Zz toc. err fIll••1111.... r 4ZeN $-65100L Junutso. t7. ASE AAR% ntiA • AVENUE e a szi 0 a.; • I I • • • g• I • se •. • • • • :7-I • • • I • • • • • • • e 111 IS is • • • • ▪ • • • • • • S. • • •• • : ••• • I e • II • Ile Illq • • 0 OS • • •• . • . b • 111 la a I •• • , i . 1, It•.• Li k . Ins: •• ... • i: if • I• • • ! • 1 I • Ili 1 i. .... • • : t • I. • • • • ••• • I 1052 IX! ! Si • • II e I -11 .1'0:: !!BloomingtorD ;:High Sel2 . • • i , II • • • • • .11 • 1060 /073. • • . • • •• • • ••••1111:0 • . . , ...je :• . • r• !•w• . • • • • , . • I • • !: I • : • 11 o • 1 • •a,! • 0.. s',E ;a • ., •• • • , . - i.J , • • : • 41' all• •.1 ,SS• • • e •. I • , 0 . • 6 9 • az . ....1 ...... • • IL. .... ....._.,4a : , : • , 1 • r- F . ow • a. • . ._-' .. • g • • ' • 0 • ..• g• • • ! • • g ,t • i;n• ; • • ia li 0 • • • • I: All ; .....!,. • • I.Ss • I ; 1 33 ••• ••• 41.11.• • g 2fteota4et,9�c. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING • SUBJECT EMPIeE C.Eµ-rTsz SEWN BY H CP DATE ?-go-gl JOB 4o( SHEET OF 4 rt,U5I1-114G MAY fba t RerePUlRila f f- 3602 INLAND EMPIRE BLVD., STE. C-320 ♦ ONTARIO, CALIFORNIA 91764 + (714) 941-3570 1 1 1 1 1 1 t 7/44' Poithe444, 9�c. CIVIL. ENGINEERING LAND PLANNING LAND SURVEYING SUBJECT EMPIPE c6NTt R S6WCR BY A-L-r DATE • 7-30-91 JOB 40 1 SHEET Z OF41 RLD4 FF cALcULATtot1S QI FtatURE 15UStNE's PAU- 4-2h� 3Z3o 142 MO) 1, 000, FIQE sTAritV4 3z3d . "LS AC 1,cozo,ciec• • OFFtcE / SUS114S-S S 230 10 � 4 oo, e�op 0 pROlno c.ENTE.72 (PE2 •LETER-) Y3 MALL ( PPE IZ LETE Q, oFF1cE % PSUSIhtESS sKcsR rAINMEKT cENTEt (Pert LETER) , 013 , oo L f"Gt ,os t /wGp Q '/3 MALL s • 11 Z WI G)1) O REmAIPl1 LG MgLl_ . 114 v G 13txlW S/ cOM M EZcIA L G• �Z30 t"GD / /► 1,00O,cop 8U51NEb/ GbM/#E2UAL 5c Ac _z 000, aop ,dg� rn4fl t Ac StKGLE s # t#1LL5 23 K 4' S I,coOrepp .c)37 MG, 3602 INLAND EMPIRE BLVD., STE 0320 ONTARIO, CALIFORNIA 91764 (714) 941-3570 7/at g Po/mum az CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT EI'IPIRG CENTER sEtei BY DATE T-3a-9 t lOB NO. 4-6\3 SHEET 3 OF4 H�DQACI�tc c. .CULATIOMS sL.Ov2 LINE © la)} Cam= PGAK FLoti 0" a o.s7. Vel. octZ'd 24+52 . To 7 +t a .Iaa . .00t + .o3L : .174 t iC.D x I'SS •l ► Coro C.FS 2.s � .2�3� - ,1 _ ate_ _ .764_,013) Q d''Syz . 83 s • co ex • t7 l.4 A E5v71 a 2.94cc EN1P Lv D NORTM FRotot 3 8436 To 'SIA-I f I.DYER LI NE .} ® . .1141 + . 1 G1= PEAK FLOC.5 . . 532x 2.S t 1.41 It." a .69 K=I.4t�,c\3� (. 0 0 69)''s $1.04 sca 1-14 . 5 43 I 2.2.0 VE LOC I T's s -= =l a I � •, 'fs c • 3bj � ti 3I+31 TO t'ttoa •343 4- ©+ © _ .343+ .IIZ+ •74Cc�91X 2.S : 1.92 PEA lc Ft.Occ. . t2" Ce 1% vcLoc. fT•S`� 9'/5c 7+tq TO 1b+•t•0 (fi•s •DI1! MGD x I.SS — .c20 a'fs 'FLOW (o.o2.) x L.S Y • 2.000/sec- {4 b t-p A! Q = .012. s Q ., t �;10'1 Z (, .o431 .469 et:,5 • ea257 cT's % 213 eft MGp .229 a- •:9 LW. .S32 . cf5 .024i. .481 x%ZS ..14-6 6 GFS ,2-4-, lds PEA HOLD Vv. .CAL P rt Kr. 1.9t( •o1S) * `ot c) t' . = .oil B"vGP a S4.O ,.. Cl ct •0509 3602 INLAND EMPIRE BLVD., STE. C-320 • • • ONTARIO, CALIFORNIA 01784 (714) 941-3570 poiehowat, ' 9� CIVIL ENGINEERING • LAND PLANNING LAND SURVEYING SUBJECT MPIlac- cEN sEwten. BY H DATE '1-3Ci-9 t )OB NO. 4011*b SHEET OF 4 o44,6 To 1 't+oa oil 4 6'- .o13t .t12= -MS JMGD x 1.5S. 131 PEA IL FLOW (.194 ), 2.5 . SCo2 c� toN a o.7. 47. . SGZ (.C%Si ,833~-56 ac.t4) '3 VELOLIT� - SG2 `' _ LC: /SEG .39(a33) SAN1A AKA LINE 2+ GZ 'TAD .48tt.tZ5 PEAK PLOW IS" a C.tgVa. a, L42 504 25 -t O z .40t{.t2S + .114 •s .120 (1,I7.)''l Zs = 2.,7G c-Cj (,iDt2) 265 D j = .5S (I.$)4.6(ootb)t-s .M43 0.51) 2.77 %sEe. .194 it a .5Jf_5 xt,sS= t.12 .1 Zo + m► i t t L . T Zo + . c z.c + .091 = .a4c. >< a•ss; 1.31 PCAIL FLO4., = (1.'5%) (2.S)ie. 3.2A c.4 tea 0.2470 (.otZ) _ . Zl.�t is . cr•z4 7- VEt.octT`j - '2,p : 3,2YSe� . .443 C I.$) Zb4- it" Co d4ls.� tc+eyes 1)41_ , SS .e4� •+ .037= . e 3 x t.SS 1.37 • 1,1 PEAk Fl ory.0.161) (2.$)= 3,55 c.f, y I i5.33 ('Oa) Z59 21" a o. t2%s 1 . I.ls•''� ILoot7�'s IL' yJ:Le,e, I T'j Ss= 2.S '/ , Did _ .s3s 3602 INLAND EMPIRE BLVD., STE C-320 ONTARIO, CALIFORNIA 91784 • (714) 941-3570 um an am g on so u - ' I M 1111111 I 111111 MO TABLE 1 CITY of FONTANA UASTEUATER FLOU PROJECTIONS FOR SOUTHEAST FOHIANA DEVELOPMENT AVERAGE UASTEUATER FLOU (HGD) 1991 1992 1993 TOTAL JUNE DEC. JInIE DEC. JUKE DEC. EMPIRE CENTER A. IIAAGEN CO. IIOMART DEV. 0.060 -- 0.022 -- 0.081 -- 0.258 -- -- -- 0.251 0.338 0.672 0.338 KELLEH (T11'4807) -- -- -- 0.016 -- -- 0.016 ANDEN GROUP 1113694 1113063 -- - .-- 0.068 --_ 0.053 0.033 -- -- -- -- -- -- 0.121 0.033 SOUTH PARK (13332) -- 0.033 -- 0.033 -- 0.033 0.099 SCHOOLS RANCHO LA TIERRA ELEMENTARY SOUTIIRIDGE JR. 111G11 -- -- 0.011 (1) 0.016 (1) -- -- -- -- -- -- -- -- 0.011 0.016 AREA HOT INCLUDED IN SPECIFIC PLANS -- -- -- -- -- 0.245 (2) . 0.245 TOTAL 0.060 0.150 •0.167 0.307 -- 0.867 1.551 0.210 0.474 0.867 (1) COMPLETION DATE CONSERVATIVELY ASSUMED. CIP' OASED ON AN AREA OF 76 ACRES AND A UNIT FLON RATE Of 3,230 GPO/ACRE (INDUSTRIAL). PES/KAT C668\11-UFP 90-228/Table I Table provided by Krieger & Stewart Inc. Engineering Consultants 1 &urn r,omart ram Development Co. e 1 April 12, 1990 Mr. Mark Beers ALEXANDER HAAGEN CO., INC 3500 Sepulveda Boulevard Manhattan Beach, CA 90266 RE: FONTANA MALL, Dear Mark: 11755 Wilshire Boulevard, Suite 1300 Los Angeles, CA 90025 (213) 479-4938 Akett APR 13.1990 REG ; p The following is a summary of the "wet" utility service requirements at Fountain Court in Fontana. The calculations are the minimum requirements needed for the proposed regional mall and are intended to provide Hall & Foreman with the necessary information to design infrastructure improvement plans. Attached please find, Hunsaker and Associates calculations for minimum service to be delivered to the mall site. Domestic Water a. Average day use = 368,000 gpd b. Peak day use = 626,000 gpd c. Fire flow requirement = 3500 gpm for 3 hours @ 20 residual pressure. Sanitary Sewer a. Average flow = 0.5 cfs b. Peak flow = 1.0 cfs • 11( 1 1 1 Storm Drain 100 year frequency total peak flow from regional mall and satellite parcels - 567 cfs. If you have any questions regarding the enclosed information please call. Sincerely, VILA- LY-• Kenneth E. Hocker Development Director cc: Corde Coriilo 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 MEZIO CIVIL ENGINEERING September 14, 1990 Alexander Haagen Co., Inc. 3500 Sepulveda Blvd. Manhattan Beach, CA 90266 • LAND PLANNING Attention: Mark Beers Regarding: Promotional Center Design Wastewater Flow LAND SURVEYING Job #4013-003 42,202 L49 This letter presents a more detailed analysis of the estimated wastewater flows for the Promotional Center. The purpose of this analysis is to provide a design flow to facilitate sizing and pricing of a package treatment plant. The project data was provided by you during our meeting on September 13, 1990. A. Project Data: (See Attachment A) Commercial shops and stores: 620,000 SF Restaurants: 2,100 seats B. Average Daily Flow Rates: (See Attachment B) Commercial shops and stores: 100 gal/GFA Restaurants: 50 gal/seat C. Flow Computation 620,000 SF X 0.100 2,100 seats x 50 TOTAL PLOW: = 62,0p/bPD = 10.000 GPD 167,000 OPD This figure is somewhat higher than the 120,000 GPD that we had previously estimated$ that wehe carese is currentiyibutable allowingto fotrhe number of restaurant 3170 REDHILL AVENUE • COSTA MESA. CALIFORNIA 92626.3428 • (714) 641.6777 • FAX (714) 641.0170 . �..• . .•.•••••Mn • I' •P"CMTIA Alexander Haagen Co., Inc. -2- September 14, 1990 Please call if we can be further service. Sincerely, HALL & FOREMAN, INC. ohn C. Hogan, P.E. roject Director JCH/tmg cc: Bill Crigger, Corde Carrillo, Chris Fahey - AHC Steve Reiner, Paul Lee - H&F Ken Jeske - City of Fontana Bill Nielsen - Schreiber Corp. • 1ANTA ANA AVENUE - CEt - ALA'/Affdf ., 1 I SOUTHERN PACIFIC RAILROAD INTERSTATE 10 FREEWAY �- UNDEVELOPED AREA �U.S/N<'.0" P4Rir - Q PROMOTIONAL CENTER PLANNING AREA 5 3f0, DOO .!E - "51/.4 f' / 9000 000 ..47A ":4$4-3 SLOVER AVENUE HOTEL HOTEL sn REGIONAL MALL PLANNING AREA 4 war m/auDED R , t Y3uv ONtNN ENTERTAINMENT CENTER PLANNING AREA 3 Ao A n x ANA A�sroE%/A4z OfF/Ggr I HYd V tON AVE. KLEM• $C*' L . - •PN•45E JURUPA AVENUE f -If wee g 4, gift. �. , �3' pM► ��l•ul.�»0 •M •4{1MYw.lMNM• I• 011111iq o►tE 7-11 ,D • P//AbE oA7 10 9 -. //IV s 4/o I/90 04 C SA LTA ANA AVENUE r/H/Na .l0 / " iv/ash .T jra/ 94 (er EXHIBIT 13" PROJECT PHASING EMPIRE CENTER CITY OF FONTANA EXHIBIT C EMPIRE CENTER, FONTANA: CA Estimated Wastewater Flows` by Construction Phase A. Generation Rates: office/Business Park : Retail Residential : Elementary School : 3230 qpd/AC 170 gpd/1000 sf of bldg floor area 350 gpd/D.U. 1500 qpd/AC B. Average Daily Wastewater Flows: planning Area/Permitted Use Phase 1 - October 1991 Promotional Center (1st increment) 350,000 SF X 0.170 a Phase 2 - January 1992 Neighborhood Center (1st 29,000 SF x 0.170 Community Center (1st increment) 79,000 SF x 0.170 Entertainment Center (1st increment) 23,000 SF x 0.170 Phase 2 Total Cumulative Total increment) s Phase 3 - April 1992 Promotional Center (2nd increment) 300,000 SF x 0.170 Cumulative Total v► Flow Gal/Day. 59,500 4,900 13,400 ja.g_10 22,200 51,000 81,700 132,700 Neighborhood Center (2nd increment) 38,000 SF x 0.170 m 6,500 Community Center (2nd increment) 105,000 SF x 0.170 m 17,900 Entertainment Center (2nd increment) 31,000 SF x 0.170 iii 5,300 Phase 4 Total Cumulative Total 29,700 Phase 5 - January 1993 Neighborhood Center (3rd increment) 4 900 29,000 SF X 0.170 Community Center (3rd increment) 79,000 SF x 0.170 13,400 Entertainment Center (3rd increment) 23,000 SF x 0.170 Office Park/Business Park (1st increment)113 100 35 AC x 3230 Residential (1st increment) 350 DU x 350 Phase 5 Total Cumulative Total 3,900 • 122.500 257,800 Phase 6 - January 1994 Office Park/Business Park (2nd increment) 35 AC x 3230 • 113,100 Residential (2nd increment) 350 DU x 350 Elementary School 10 AC x 1500 _ 1.000 Phase 6 Total m 250,600 Grand Total - Empire Center* *Not including Regional Mall Area JOB #4013-013 42,202 FLOWS JCH/tmg 1. 122,500 162,400 420,200 .670,800 OPD 111=3Csss REVISED SOUTHEAST FONTANA SEWER DRAINAGE REPORT FOR THE AREA SOUTH OF SANTA ANA AVENUE PREPARED FOR THE ALEXANDER HAAGEN COMPANY BY HALL & FOREMAN, INC. 3602 Inland Empire Blvd., Suite C-320 Ontario, CA 91764 (714) 941-3570 October 1, 1991 Revised November 7, 1991 Harold Garcelon, P.E. 1 CONTENTS Introduction 1 Drainage Basin Map 2 Estimated Wastewater Flow Calculations 3, 4 Cost Estimate and Pro-Rata Share Calculations 5, 6, 7 Summary of Cost By Developer 8 Line Size Calculations 9 ' Pressure Flow Calculations 10 IAppendix 11 The revised Southeast Fontana Sewer Drainage Basin area south of Santa Ana Avenue contains approximately 507 acres which are contributory to the Tamarind Avenue Lift Station. The sewer out -fall is the proposed City of Rialto Main in Santa Ana Avenue. This report is prepared for the purpose of line sizing, pump sizing, force main sizing, and establishing pro-rata interest in the various facilities. Information was obtained from letters, previous report (contained in the Appendix) and calculations herein. The Drainage Map contained herein is based on the original Southeast Fontana Drainage Area and has been revised to include logical areas servicable by gravity sewers. This boundary is consistant with the City of Rialto Study Map. The areas are indicated by numbers in circles and the facilities by Roman Numerals. The facilities are as follows: I Empire Blvd. South Sewer II Jurupa Avenue and Tamarind Avenue Sewer (to 475 feet north of Jurupa) III Sewer Line through Ruth Harris Jr. High School Site IV Tamarind Avenue Pump Station and Inflow Pipe V Force Main in Tamarind Avenue to Santa Ana Avenue Areas contributory to City of Rialto Treatment Plant are also subject to City sewage collection fees, as follows: Residential $2,943 Per Acre Commercial $6,056 Per Acre Industrial $4,845 Per Acre Multi -Family $6,512 Per Acre Estate Lots $1,300 Per Acre c:wp5l\4013\reports\sewer.4 PAGE 1 Revised.11/6/91 *1011PF 1 • -....ram---� • • SOUTHERN PACIFIC RAILROAD UNOEV[LOrEO AREA PROMOTIONAL CENTER PLANNING AREA 5 SLOVER HOTEL I r W '' dEDO AVENUE ` ,efU.t74/1-1'- P.474fr • • I® '• • •... • • 1 I 1 , •r • • 1 ••.I I • =its • • ® :'• I. •e I- . • ''BloomingtorD 41 AL`Ib `FQu k High Set . • '1052 — •• • ••• ••. •• • • — • • • • • • .� • • • • /073s • • • • Pitt Z • • •••••; I • rs ma. ••• .• , : • • 1••• 4 •• 0 adv. a •J • • • •• • s. . W,• • •• • • • • • • • •• • 33 /0/2 ESTIMATED WASTEWATER FLOWS Generation Factors Office/Business Park: Retail: Residential: School: Restaurants: 1. Empire Center 1A. Future Office/Business 39Ac@3230 = 1B. Future Office/Business 11 Ac @ 3230 1C 495 Residential Units @ 270 2. Community Center = 3. Neighborhood Center = 4. South Park 4A. 274 Units @ 270 = 4B 93 Units @ 270 = 5. Future Residential 5A. 13 Ac ± 58 Units @ 270 5B. 7 AC ± 54 Units @ 270 = 6. Future Residential (Rialto Sphere) 12 AC ± 54 Units @ 270 = 7. Ruth Harris Jr. High School = 3,230 gpd/Acre 170 gal/1000 sf/Day 270 gal/D.U./Day 1,500 gal/Acre/Day 50 gal/Seat/Day 0.126 MGD 0.036 MGD 0.134 MGD 0.057 MGD 0.016 MGD 0.369 MGD 0.074 MGD 0.025 MGD 0.099 MGD 0.016 MGD 0.015 MGD 0.031 MGD 0.015 MGD 0.015. MGD 0.016 MGD 0.016 MGD c:wp51\4013\reports\sewer.4 PAGE 3 Revised 11/6/91 ESTIMATED WASTEWATER FLOWS (continued) 8. West 1/2 Kellen = 0.007 MGD 0.007 MGD 9. Future Residential 4 AC ± 16 Units @ 270 = 0.004 MGD 0.004 MGD 10. Future Residential (Rialto Sphere) 7 AC ± 30 Units @ 270 = 0.008 MGD 11. Future Unknown Development Assumed Office/Business (Rialto Sphere) 53 AC @ 3230 = 0.171 MGD 12. Future Unknown Development Assumed Office/Business (Rialto Sphere) 16 AC @ 3230 = 0.052 MGD 0.231 MGD 13. Elementary School (Future Empire Site) 0.011 MGD 0.011 MGD 14. Future Unknown Hillside Development Assumed Residential 84 AC @ 3 DU/AC @ 270 = 0.068 MGD 0.068 MGD TOTAL 0.851 MGD c:wp51\4013\reports \sewer.4 PAGE 4 Revised 11/6/91 COST ESTIMATE AND PRO-RATA INTEREST Line Ia: 1000' of 12" VCP @ $40.00 = $40,000 IA 2 0.126 0.057 0.183 MGD 100% EMPIRE CENTER Line lb: 950' of 15" VCP @ $45.00 = $42,800 la 0.126 2 0.057 lb 0.036 3 0.057 0.235 MGD 100% EMPIRE CENTER Line IIa: 1400' of 15" VCP @ $55.00 = $77,000 Empire 0.235 (76.1%) = 58,600 Southpark 4A 0.074 (23.9%) = 18,400 0.309 MGD Line IIb: 650' of 15" VCP @ $55.00 = $35,800 Empire 0.235 (70.4%) = 25,200 Southpark 4A + 4B 0.099 (29.6%) = 10,600 0.334 MGD Line IIc: 1200' of 15" VCP @ $55.00 = $66,000 Empire 0.235 (56.2%) = 37,090 Southpark 0.099 (23.7%) = 15,640 5A (Fontana) 0.016 (3.8%) = 2,510 14 Fontana) 0.068 (16.3%) = 10,760 0.418 MGD c:wp51\4013\reports \sewer.4 PAGE 5 Revised 11/6/91 Line IId: COST ESTIMATE AND PRO-RATA INTEREST (continued) 475' of 15" VCP @ $55.00 = Empire Southpark 5A + 5B(Fontana) 6 (Rialto) 14 (Fontana) Line IIIA: 0.235 (52.5%) = 0.099 (22.1%) = 0.031 (6.9%) = 0.015(3.3%) = 0.068, (15.2%) = 0.448 MGD 1145' of 15" VCP @ $55.00 = 8, Wl/s Kellen 9 (Fontana) 10 (Rialto) 11 (Rialto) Jr. High 0.007 (3.4%) 0.004 (1.9%) 0.008 (3.9%) = 0.171 (83.0%) = 0.016 (7.8%), 0.206 MGD Line IIIB: 240' of 15" VCP @ $55.00 = Empire lc + 13 0.145 (36.0%) = 8, W1 Kellen 0.007 (1.7%) = 9 (Fontana) 0.004 (1.0%) = 10 (Rialto) 0.008 (2.0%) = Jr. High 0.016 (4.0%) = 11 (Rialto) 0.171 (42.4%) = 12 (Rialto) 0.052 (12.9%) = 0.403 MGD c:wp51\4013\reports\sewer.4 PAGE 6 $26,200 13,760 5,790 1,810 860 3,980 $63,000 $2,140 1,200 2,460 52,290 4,910 $13,200 4,760 220 130 260 530 5,600 1,700 Revised 11/6/91 COST ESTIMATE AND PRO-RATA INTEREST (continued) IV Pump Station: Lump Sum = Inflow Pipe: 120' of 18" VCP @ $60.00 = V Force Main: 2200' of 10" DIP @ $35.00 = Total IV and V Empire (.235 + .145) Southpark Kellen Jr. High 0.380 (44.7%) = 0.099 (11.6%) = 0.007 ( 0.8%) _ 0.016(1.9%)= Future Fontana Development 5A + 14 + 9 + 5B 0.103 (12.1%) Future Rialto Sphere 6+10+11+ c:wp51 \4013\reports\sewer.4 12 0.246 (28.9%) 0.851 MGD PAGE 7 $750,000 $7,200 $77.000 $834,200 $372,890 96,770 6,670 15,850 100,940 241,080 Revised 11/6/91 1 SUMMARY SOUTHEAST FONTANA AND TAMARIND STATIONS LIFT DEVELOPER FACILITIES I II III IV&V TOTAL Empire 82,800 134,650 4,760 373,890 595,100 Southpark 50,430 96,770 147,200 Kellen 2,360 6,670 9,030 Ruth O. Harris Jr. High School 5,440 15,250 21,290 ' Future Development Within Fontana 19,060 1,330 100,940 121,330 Future Development Within Rialto Sphere Of Influence 860 62,310 241,080 304,250 TOTAL 82,800 205,000 76,200 834,600 1,198,200 c:wp51\4013\reports\sewer.4 PAGE 8 Revised 11/6/91 ;?4m4 9�u. CIVIL ENGINEERING • LAND PLANNING LAND SURVEYING SUBJECT sW ER. Q eR•, Q r REV. S.E. ro,►Tlr4A E A 7T-c ; lir A .. I N s't. o4i PU rPIP BY I� y DATE G. ZS-90 JOB NO. 4Ot3 SHEET OF t_INe 5tZE DATA i, h = •OIz) 4=.t53Mca)xI. 90.t 4 c4 P E A IL t 'a s (, .28 4})1:.795 t2" e . ooz4 v = 2. �j1/smD= .4S' D�= ,4S ; Q . , L 35 N16,0 . t , SS . •'S <o 4 c 45 pc-Ar =2,S(.3(o4) cr)7' 15' @ .00 I5 . Y = 2,04:0511)- , sZ ILA e;)- .33\ r'161 s t'55=°!i I3 PEAK- ' 2,5 (.513),s t.gc c45 IS" c¢ ,o0Z4 v = 2,%3YsaD- .55 ILg I CP .34.4 N1GD 1.55 = ,564 c PE A g- Z s �. 5� 4> .� t t t. 4e 5 c f I S' . b024 Z V t 2.(0 9'/x D= Q = .384 ►J1GD x 1,55 = ,s94 c•S PEAK: 2,5{.5`)c}).5l % t, 559 e' IS" .0024 V= 2.15'/s.-. Q - .,Zt2 329 PEAS = Z.S (.32-c)01 I. • oJOB 12" a ,00ze{ V= 2.4'/5ew. D . , S- D (o : ,41 Q_ . 429 M4D 1.55 = , c S cf PEAK - t.S . Gal S 9t t.7'L cEj I S" co . co z4 ; v % "7" Q _ .Est r c> x t,Ss = 1.5(9 cc PEAL - ZS (1.3t9)'9t _ 5 ,21G 18"C ,cozy ; V. 3.2('lsec D= 47 .8t 61,= .54 STATcori D-s(co DATA Qt. '5. 22 cfs L I 57` .Z 70 e c e NI A I N= 22001 -7 D 1-t PPes)-f. AD k4.t� ?Lr")PS qR(19 INl AND FMPIRE BLVD.. STE. C-320 • ONTARIO. CALIFORNIA 91764 (714) 941-3570 1 ***********************************,*************************************** ****** PIPE FLOW CALCULATIONS ****** *************************************************************************** CALCULATE PRESSURE, HEAD LOSS, GIVEN: Channel Slope = .010000 (Ft./Ft.) = 1.0000 % Invert elevation at pipe INLET - .000 (Ft.) Invert elevation at pipe OUTLET 22.000 (Ft.) Length of pipe - 2200.000 (Ft.) Flow Rate = 1450.00 Gallons per Minute Given Flow Rate = 3.23 Cubic Feet/Second ***PIPE PRESSURE FLOW *** IHazen -Williams Coefficient - 130.000 Minor friction loss "K" factor s 20.00 PIPEFLOW RESULTS: No. of pipes = 1 Length of pipe(s) - 2200.00 (Ft.) 11 Velocity - 5.923 (Ft/S) Given pressure difference (Outlet - Inlet) = .000 (Ft.H20) n M II 11 II =.000 (PSI) IIGiven pipe size 10.00 (In.) Elevation change inlet to outlet = 22.000 (Ft.) TOTAL pressure required at pipe inlet = 60.06 (Ft H20) 11 11 II 11 " 11 = 26.04 (PSI) II Head loss due to pipe friction - 27.16 (Ft H20) MINION " " - 11.78 (PSI) ii Head loss due to minor factors 10.90 (Ft H20) M PI II it it 4.723 (PSI) II Combined pipe losses = 38.06 (Ft H20) M II = 16.50 PSI) Individual pipe flow = 3.231 (CFS) II u ton 1450. (GPM) 11 II11 = 2.088 (MGD) 1 PAGE lt� South Park Sewer Index Map Letter from William Keller Homan Development Letter Empire Center Letter and Map Krieger & Stewart Table 1 APPENDIX PAGE 1 1 1 ianoD VH3NVW V1 3131" VSIug V1 C ! I lanoo VWddoH 1an00 y. oa3liveV° lano� V1631'4 lano3 1 --WICLIAM G. KELLEN 1 July 23, 1990 Ms. Beth McIntyre Krieger & Stewart 3602 University Ave. Suite 201 Riverside, CA 92501 SHERRY P. KELLEN JUL 277990 '? KRIEGEp & STUART Re: Tentative Tract 14807, Fontana, CA; Sewerage requirements. Dear Ms. McIntyre, Per our recent telephone conversation, relative to subject tract, it is our estimate that the 54 lot subdivision will gen- erate approximately 16,200 gallons of sewerage per day. This estimate is based upon 100 gallons per day per person, and a family household of 3.0 persons. We hope that this answers your question. Should you have any further questions or need additional information, please call me. Very truly yours, William G. Kellen P.S. Give my regards to Bob and Mark. 1� � Homart � Development Co. 11755 Wilshire Boulevard, Suite 1300 Log Angeles, CA 90025 (213) 479-4938 r r ' April p , 1990 Akett 111 Mr. Mark Beers ALEXANDER HAAGEN-CO., INC APR 18.1990 3500 Sepulveda r BoulevardG Manhattan Beach, CA 90266 ELY.E.O. RE: FONTANA MALL, r Dear Mark: The following is a summary of the "wet" utility service requirements at Fountain Court in Fontana. The calculations are the minimum requirements needed for the proposed regional mall and are intended to provide Hall & Foreman with the Inecessary information to design infrastructure improvement plans. Attached please find, Hunsaker and Associates calculations for minimum service to be delivered to the mall site. Domestic Water I1. a. Average day use = 368,000 gpd b. Peak day use = 626,000 gpd c. Fire flow requirement = 3500 gpm for 3 hours ' @ 20 residual pressure. 2, Sanitary Sewer a. Average flow = 0.5 cfs b. Peak flow = 1.0 cfs 3. Storm Drain 100 year frequency total peak flow from regional mall and satellite parcels = 567 cfs. If you have any questions regarding the enclosed information please call. Sincerely, Vr4)%- Kenneth E. Hooker Development Director cc: Corde Corillo EXHIBIT C EMPIRE CENTER, FONTANA, CA Estimated Wastewater Flows by Construction Phase A. Generation Rates Office/Business Park : Retail Residential • Elementary School : 3230 gpd/AC 170 gpd/1000 sf of bldg floor area 350 gpd/D.U. 1500 gpd/AC B. Average Daily Wastewater Flows: Planning Area/Permitted Use flow - Ga1LDay Phase 1 - October 1991 Promotional Center (1st increment) 5g�500 350,000 SF x 0.170 = Phase 2 - January 1992 Neighborhood Center (1st increment) 4,900 29,000 SF x 0.170 = Community Center (1st increment) 79,000 SF x 0.170 13,400 Entertainment Center (1st increment) 23,000 SF x 0.170 Phase 2 Total Cumulative Total Phase 3 - April 1992 Promotional Center (2nd increment) 300,000 SF x 0.170 = Cumulative Total 3900 22,200 51,000 81,700 132,700 1 t 1 1 1 1 i Neighborhood Center (2nd increment) 38,000 SF x 0.170 Community Center (2nd increment) 105,000 SF x 0.170 - Entertainment Center (2nd increment) 31,000 SF x 0.170 - Phase 4 Total Cumulative Total 6,500 17,900 5, 300 29,700 Phase 5 - January 1993 Neighborhood Center (3rd increment) 29,000 SF x 0.170 = 4,900 Community Center (3rd increment) 79,000 SF x 0.170 13,400 Entertainment Center (3rd increment) 23,000 SF x 0.170 _ 3,900 Office Park/Business Park (let increment) 35 AC x 3230 Residential (1st increment) 350 DU x 350 Phase 5 Total Cumulative Total = 113,100 122.500 257,800 Phase 6 - January 1994 Office Park/Business Park (2nd increment) 35 AC x 3230 = 113,100 Residential (2nd increment) 350 DU x 350 = 122,500 Elementary School 10 AC x 1500 = 15,000 Phase 6 Total - 250,600 Grand Total - Empire Center* *Not including Regional Mall Area JOB #4013-013 42,202 FLAWS JCH/tmg 162,400 420,200 670,800 GPD In all e- s 1 all NM E V NMI - 1 N- r- a�A TABLE 1 CITY OF FONTAHA UASIEUATER FLOU PROJECTIONS FOR SOUTHEAST FOUTAUA DEVELOPMENT AVERAGE UASTEUATER FLOU (HGD) 1991 1992 1993 TOTAL JUNE DEC. JUNE DEC. JUNE DEC. EMPIRE CENTER A. HAAGEN CO. IIOHART DEV. 0.060 -- 0.022 -_ 0.081 __ 0.250 __ -- -- 0.251 0.338 0.672 0.338 KELLEN (1114807) -- -- -- 0.016 -- -- 0.016 AIIDEN GROUP TF13694 1113063 -- - .-- 0.068 -- 0.053 0.033 -- -- -- -- -- -- 0.121 0.033 SOUTH PARK (13332) -- 0.033 -- 0.033 -- 0.033 0.099 SCHOOLS RANCHO LA TIERRA ELEMENTARY SOUTIIRIDGE JR. HIGH -- --- 0.011 (1) 0.016 (1) -- -- -- -- -- -- -- -- 0.011 0.016 AREA HOT INCLUDED IN SPECIFIC PLANS -- -- -- -- -- 0.245 Ct) , 0.245 TOTAL 0.060 0.150 0.167 0.307 -- 0.867 1.551 0.210 0.474 0.867 (1) COMPLETION DATE CONSERVATIVELY ASSUMED. f11 BASED ON All AREA OF 76 ACRES AND A UNIT F1OU RATE OF 3,230 GPD/ACRE (INDUSTRIAL). PES/KAT C660\11-UfP 90-228/Table 1 Table provided by Krieger & Stewart inc. Engineering Consultants 1 1 1 1 1 INTERSTATE 10 FREEWAY --. --- -'3 SOUTHERN PACIFIC RAILROAD UNDEVELOPED AREA PROMOTIONAL CENTER PLANNING AREA 5 310, 000 .�'�' toaff / .6,/f/N . ' PARA- *. .900, OOd xe - Alas", SLOVER AVENUE _. I, m s x tAN7A AHA AVENUE HOTEL REGIONAL MALI. PLANNING AREA 4 HOTEL m war/,VZ'/DE..o ENTERTAINMENT CENTER PAREA 3G ,tsroEn7r .GteFiC4- A�sr0eWri tZ tHYd Y 10N AYE. ELEM. .SCHOOL . - .f'f/.'4.ar 6' JURUPA AVENUE Aft" g Po-r.emcaoc. att. 11.1411 wIT1\ • 4%I • We1. • IM OMR W1 • 1•.4. M. Gm CIV i . 'Ana KAY••Iwa • 6AMa IIVMMM Dot 7 11--90 I WQN]AY ONIHYVIYI Pi/ .DArz- / /0/9/ 1 //0 I .Ot 4 y/2 6 /rn fi;TITA ANA AVENUE r76f/NG SO/ — Ph/ASK.f. ..f0 % — . f%/.4.5-4- 6 it EXHIBLfl3" PROJECT PHASING EMPIRE CENTER CITY OF FONTANA C:\wp51\4013\reports\sewer.b SOUTHEAST FONTANA SEWER REPORT NORTH OF SANTA ANA AVENUE EMPIRE CENTER - PHASE 1 REVISED 9/19/91 Prepared For THE ALEXANDER HAAGEN COMPANY Prepared By HALL & FOREMAN, INC. 3602 Inland Empire Blvd., Suite C-320 Ontario, CA 91764 (714) 941-3570 f4HUR QOFESS/0 cr = No. 31681 a `P1q CIVIL �� Or CAO`r Harold Garcelon, P.E. RCE#31681 Page 1 ci J 7/31/91 1 OVERVIEW 1 Empire Center north of Santa Ana Avenue will have gravity sewer service to the City of Rialto via the proposed Santa Ana Avenue trunk sewer. The basic areas to be serviced are: Promotional Center, Business Park, Fire Station, Regional Mall, Entertainment Center, Commercial Strip east of Empire Center Blvd. North, and the 23 acre residential site. Runoff calculations are based on previous studies (attached) and 3230 gal/day per acre for commercial industrial and 350 gal/day per residential design unit. Peaking factor is 2.5 (Q(cfs))•91 and minimum D/d of 0.50 for 8", 10", and 12"; 0.55 for 15" and 18"; 0.60 for 21" and 24", as directed by the City of Fontana. The phasing of construction will delay full flow in the sewer line for 1 to 2 years. The Slover line 9+98 to 24+52 will only serve the Fire Station at this time and may require flushing. The Santa Ana line from 7+29 to 17+08 will be dry until the mall and/or the entertainment complex comes on line. Flushing of the Santa Ana line will need to be reviewed when construction scheduling is known. The Santa Ana/Empire Center line from 7+29 to 38+38± and the Santa Ana line from 21+00 to 32.62 will be constructed in rough graded right-of-way and manhole frames and covers will be set 12" above graded surfaces, but the top of cones are being set 12" below final finish surface. PI I \wp51\4013\reports\sewer.b Page 2 7/31/91 1 er { t • a • - - I NMI Om �I • • SOUTHERN PACIFIC RAILROAD PROMOTIONAL CENTER PLANNING AREA 0 *'TMMyb !LOVER HOTEL _ HOTEL REGIONAL MALL. PLANNING ARM 4 AENUE UNDEVELOPED AREA AUf/N/XS AtfR/r r h ..S - . 3_ S . ••1lOi G• i - • • • • •• i • ••I. • •• •- •: ••• • • I •i • ' • • • $ • • •• •• •• 'CMG + •0•$Z bIi Slot I 'O $C• •m* ?Wan.. 1.1! . vitel /OD0744 l Re'S r/ 37 AVENUE v� �0 PHASE, • ••••.: ••. • • • ,� • W. Q. I • is - • III • •• • a a • 1 ••• • • • I � f•I I• ▪ t_• •• •;` • '1052 • • 1 are • • •••••j 0 • • il • •;• • • ,; ,I • .• ./ - • _,. • ,' •: . . , • •. • • • • • •, ; - - I • •• • ■ • • :• •• •- ••. • • • •••:, / 073 •;' • - • • 1060�T • �i ''Bloomingtorz. ;High Sc}2 .: j • ••• ... .. • J•;• • y,t• ` • • I I r J a • I :I•• �.� �• • • • .• f • • • • a I • :• •u M A P • I • ▪ . • : . . • :� • ', • S i • •' • ,•. e Poieema4t, CIVIL ENGINEERING LAND PLANNING LAND SURVEYING SUBJECT EMPIZE cc111TQ s wea BY H G DATE _so-9i JOB N2:t a SHEET ( OF 4 FLU 5Ift►4G MAY OW PerepU*R D 3602 INLAND EMPIRE BLVD., STE 0320 • ONTARIO, CALIFORNIA 91764 ♦ (714) 941-3570 1 1 1 1 1 1 34, g A/0444A, au. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT EMPIRE centre)? s6wE t BY DATE 7-30-9! JOB NO. 4o SHEET OF Z Jt RUNOFF CAL.CULA1t0/4S 0 FUTURE 15taS(Nc'3S PAM 42AC Z3a = -l4Z 1, 000, oop Fite sTArtttl ."15 3z30 nC 0 so l,000. aoo OFFrc6/ BUSfKEsS s Z. $O O pROMb c.ENTti (Pert •LETE2) V3 MALL ( PG It LETEiZ) OfflcE % >+3USINES 323� t, 000,xao ERTGR.TAINMrc pea L.ETE R) MALL RE AINILLG MALL JAI G D , ooz frCb c614TEA - , frct • • 11 Z t# (t) . GI) ,03 t mc-6 130.5l14S / GOM M E2CIA L. • 3Z3o '4^c ,000, coo _BUSINEbS/ Geel /' Eric( 4L. obo Ac 11. a'Z'�o t . 000, opp . oz.') t' GO . a e, / triCkto SINGLE titi' tLS a.23 x 4. S t.t.c>c,r•aoo . c 3 7 N14 0 3602 INLAND EMPIRE BLVD., STE C.320 ONTARIO, CALIFORNIA 91764 a (714) 941.3570 ?ftemaAot, aft. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT Et1GtQE CEAITWE - BY DATE 7-30-91 JOB NO. SHEET 3 OF l HID (ZAULAC. cAI.CULAT1OU sL.Ov -rt LINE ©4: PGA K rLOt) c o. sl. Z4+st. To 7 4-41b .142. 4. ,00t 4 .0.. = .114 MC•D x (SS •�� 7Coro GFS 2.s�.2�3� =. 'A_ ^ .76G(.01) ea. .8314 a oc et vel..00113 s Q • i7 _ A (1333 h3= 2'9 7$' EMPIYE 6Lvp NORT41 FIzoM SLc7,67e, souT41 836 'To t(k. I s LOYER S-I N E PEAK FLOC.) .t- ® % .11(# . iG7= . 53Z1I x SiS . l.41 1(1 1.41 (,0\3) I Zto VELooIT�. 1_—C`l� .: .3bj 3I +3l o 8 3 43 •343 + ©4 © _ .343+ •llL+ PEAK FL.Oco : . 74G 9% X 2.5 : I.9 2 c.F� ,o15) le� IT. �• l,9zc s ,249 I'Y5 (otb)1'z. VEC-CX. t 7Nsa . '92 t1/St .193 `»t z O`' 7+29 -co lor.00 0.5s poIS NrGD x I.SS .fit PEA IL 'FLOW (o.02) x I.S _ . c'12 HOLD Y •'.boa7sec }{oLp B" vc.P V..� ,• A=�y z- 9 ! s. .OSCiO..C•c _ .ca34o = .43GDE oap09 •' _ ,ICoo crs MtGp , '273c .49 x I.SS ., .S3Z .G43 . 4 1 x ‘.SS _ .'T 46 c G C ; Q7 z (.0%31 ._ ' • St�r. �4Er 6'1 .o2s7 • p Z,p ads 3602 INLAND EMPIRE BLVD., STE 0320 • ONTARIO, CALIFORNIA 91784 • (714) 941-3570 Aire ?mot/4A, az CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT EMP12c cENIE•V SEWER BY (-1 DATE -3d-9t bB NO. 40V3 SHEET OF 4 r. I04.oa To 171-OS •c13 4 Co .c13t .112n .12S MGD K I.SS= .194 . PEAK FLAW (• 194)2.S . S(o2 c. tQ @ c.24i. is .sc.z (.0%%1 _ ,S53~�(, o•c►Z4)" scot VEt.Oc -' . ' t s � /SEC., .393( Sb3) L42 5L.5 SANTA ANA LIME 3 2+ GZ TO 504 Z5 4st t ,tt5 * ®_ .4t{.12s+.114.: .120 .t,SS= I.t2. (I,IZ)''I Z.S = Z.7C. c£,� I< 7 Z.74 (..012 (I.5 .443 (I.S1) " '50+z.3 4c. 20 to ," 7 LC) 4- 2? * tt a .7ZO + .o2.ej+ = .84G .l.SSZ 1.31 Pr=gK. Ft.o43 = (1.'5%).11(2.S)z .3.20 tr 1 St' c D.'247. 4c.i. 5,2.o (.otZ) 45 .15 . tx2q''z vE�octt� -3- : 3.2�a/Set' .445 (t.$) PE AI. FLOW IS" a 0,18t VEL.bc 2 ,4-c) TS 46, 2.77 Ys€ c, Zas E/d Uzi Ib +e8 .g44, •4 , 0%7 = . 083 x 1.55 1.31 S1 PEAk rt oc4) (1.31). (2.$) = 3,55 c fi t 15.35 C. .O1Z 2t"e c.tZZ. le' I.is%'S (Loot 3.33 .2.59 .SS ss nid _ . S3.5 3602 INLAND EMPIRE BLVD., STE C-320 • ONTARIO, CALIFORNIA 91764 (714) 941-3570 NE ale - M NE I I 1- 1-- I 1 1 1 r N- TABLE 1 CITY OF (OIITANA UASTEUATER FLOU PROJECTIONS FOR SOUTHEAST FOIITANA DEVELOPMENT EMPIRE CENTER A. IIAAGEN CO. IIOMART DEV. KELLEN (TT14807) AUDEN GROUP 1113694. 1113063 SOUTH PARK (13332) SCHOOLS RANCHO LA TIERRA ELENEIITARY SOUTIIR I DGE JR. 111G11 AREA HOT INCLUDED IN SPECIFIC PLANS TOTAL AVERAGE UASTEUATER FLOU (HGD) 1991 JUNE 0.060 0.060 DEC. 0.022 0.068 0.033 0.011 (1) 0.016 (1) 0.150 0.210 1992 JUNE 0.081 0.053 0.033 0.167 DEC. 0.258 0.016 0.033 0.307 0.47E 1993 JUNE DEC. 0.251 0.338 0.033 0.245 (2). 0.867 0.867 (1) COMPLETION DATE CONSERVATIVELY ASSUMED. CW OASED ON All AREA OF 76 ACRES AND A UNIT FLOU RATE OF 3,230 GPD/ACRE (INDUSTRIAL). PES/KAT C668\11-UIP 90-228/Table 1 3 TOTAL 0.672 0.338 0.016 0.121 0.033 0.099 0.011 0.016 0.245 1.551 Table provided by Krieger & Stewart Inc. Engineering Consultants 1 1 1 t 1 di.meg nornart ri Development Co. Mr. Mark Beers ALEXANDER HAAGEN CO., INC 3500 Sepulveda Boulevard Manhattan Beach, CA 90266 RE: FONTANA MALL Dear Mark: 11755 Wilshire Boulevard, Suite 1300 Los Angeles, CA 90025 (213) 479-4938 APR 13.1990 The following is a summary of the "wet" utility service requirements at Fountain Court in Fontana. The calculations are the minimum requirements needed for the proposed regional mall and are intended to provide Hall & Foreman with the necessary Information to design infrastructure improvement plans. Attached please find, Hunsaker and Associates calculations for minimum service to be delivered to the mall site. Domestic Water a. Average day use = 368,000 gpd b. Peak day use = 626,000 gpd c. Fire flow requirement = 3500 gpm for 3 hours @ 20 residual pressure. Sanitary Sewer a. Average flow = 0.5 cfs b. Peak flow = 1.0 cfs 1 1 1 Storm Drain 100 year frequency total peak flow from regional mall and satellite parcels = 567 cts. .If you have any questions regarding the enclosed information please call, Sincerely, VUt\- Kenneth E. Hocker Development Director cc: Corde Corillo 1 1 1 g 4em41 gu. CIVIL ENGINEERING September 14, 1990 Alexander Haagen Co., Inc. 3500 Sepulveda Blvd. Manhattan Beach, CA 90266 LAND PLANNING • LAND SURVEYING Attention: Mark Beers Regarding: Promotional Center Design Wastewater Flow Job #4013-003 42,202 L49 This letter presents a more detailed analysis of the estimated wastewater flows for the Promotional Center.. The purpose of this analysis is to provide a design flow to facilitate sizing and pricing of a package treatment plant. The project data was provided by you during our meeting on September 13, 1990. A. Project Data: (See Attachment A) Commercial shops and stores: 620,000 SF Restaurants: 2,100 seats B. Average Commercial lsh psly oandw astores:tes: Se100e Attachment B) gal/GFA Restaurants: 50 gal/seat C. Flow computation 620,000 SF x 0.100 = 2,100 seats x 50 = TOTAL FLOW: 62, 0p/bPD 105.000 GPD 167,000 GPP This figure is somewhat higher than the 120,000 GPD that we had previously estimated. The increase is attributable to the number of restaurants that weCare 5currently i of allowing for. 3170 REDHILL AVENUE • COSTA MESA. CALIFORNIA 92628.3428 • (714) 641.8777 • FAX (714) 641.0170 •. �..• . ns •P'C.JTIA Alexander Haagen Co., Inc. -2- September 14, 1990 Please call if we can be further service. 'JCH/tmg cc: Bill Crigger, Corde Carrillo, Chris Fahey - AHC Steve Reiner, Paul Lee - H&F Ken Jeske - City of Fontana Bill Nielsen - Schreiber Corp. Sincerely, HALL & FOREMAN, INC. ohn C. Hogan, P.E. roject Director 1 1 1 1 IANTAA ANA AVENUE J - 01�E4' 1 :i INTERSTATE 10 FREEWAY SOUTHERN PACIFIC RAILROAD PROMOTIONAL CENTER PLANNING AREA 5 000.07#: ,4 4$1 / .900, 000 .f'F. "gs:e"..J SLOVER AVENUE I HOTEL HOTEL REGIONAL MALL UNDEVELOPED AREA 111.'US/NlYS" PA4Rfr PLANNING AREA 4 A"pC* Ivor /A/Z U9427 ,VioDrr m z m r 4,4 IUYd v ION AVE. ,FE-S/4047Y77.4 Kt'Se7/00L. -.�ffQSE JURUPA AVENUE XePg ;?4re� 9�ccc. NN KMl .4.1A • VIM nIK 4W01r$H • P•♦ M•H.M a.% fTWI PI•4 • IMI$ KAY••.Mi • AII$ e1MYl•N.il aTE7ZJ O I raTA ANA AVENUE .77H/NO .l0 / -- fif1.4SE .S .rO % ` fW.4.0E j EXHIBIT "B„ PROJECT PHASING EMPIRE CENTER CITY OF FONTANA EXHIBIT C EMPIRE CENTER, FONTANA, CA Estimated Wastewater Plows by Construction Phase A. Generation Rates: Office/Business. Park : 3230 qpd/AC Retail : 170 gpd/1000 sf of bldg floor area Residential •• 350 gpd/D.U. Elementary School •▪ 1500 gpd/AC B. Average Eaily Wastewater Plows: Planning Area/Permitted Use Phase 1 - October 1991 Promotional Center (1st increment) 350,000 SF x 0.170 = Phase 2 - January 1992 Neighborhood Center (1st increment) 29,000 SF x 0.170 Community Center (1st increment) 79,000 SF x 0.170 Entertainment Center (1st increment) 23,000 SF x 0.170 Phase 2 Total Cumulative Total Phase 3 - April 1992 Promotional Center (2nd increment) 300,000 SF x 0.170 = Cumulative Total rlow - Gal/Day 59,500 4,900 13,400 3 00 22,200 51,000 81,700 132,700 p 1 Neighborhood Center (2nd increment) 38,000 SF X 0.170 • 6,500 Community Center (2nd increment) 105,000 SF x 0.170 • 17,900 Entertainment Center (2nd increment) 31,000 SF x 0.170 - 5,300 Phase 4 Total 29,700 Cumulative Total 162,400 Phase 5 - January 1993 Neighborhood Center (3rd increment) ' 29,000 SF X 0.170 Community Center (3rd increment) 79,000 SF x 0.170 Entertainment Center (3rd increment) 23,000 SF x 0.170 = 4,900 • 13,400 3,900 Office Park/Business Park (let increment) 35 AC x 3230 a 113,100 Residential (1st increment) 350 DU x 350 Phase 5 Total Cumulative Total 122.500 257,800 Phase 6 - January 1994 Office Park/Business Park (2nd increment) 35 AC x 3230 • 113,100 Residential (2nd increment) 350 DU x 350 122,500 Elementary School 10 AC x 1500 = .1Q04 Phase 6 Total - 250,600 Grand Total - Empire Center* *Not including Regional Mall Area JOB 14013-013 42,202 FLAWS JCH/tmg 420,200 .670,800 GPD • • comr126550g No l B IK. TER 6oMPRE55oR No. 2 Z ER ALT AMP ta. Whil FUSE VIEW W rN INNER POOR OPEN PNENOLIC NAME PLATS& PUMP No.. 'LURE ll) O (z) (2) (3) ce--AMt3ERT�.o L3) LIbH (4)N O A NO (4) (5) O 0 (5) (v) ® ®(0) (7)"�L tI�T- -" (1) VIEW OF INNER DOOR (1) POOR &A U L* (i REQt (V PUMP C. = REAP 03) Raw LI&Nr(AMB�R) (2RFeat) LAP5SP c4 -o-A 4EL cro 4w. (z �) LAP5SP TAME METER (2 READ ago RESET BUTTON C2 gun (7) SEAL FAIL LUGNT (Rea C2 REOD E%co PUMP CONTROL PANEL NoT TO 6CAL6 z 4LAM LOCg j \ I i0 c ,. J , •,C25 0 0 a a �- Ir DETAI L- NOT TO SCALE v,-0 , 3 WIRE AMP GROUND 1NGOMINK PowEIZ CABLE 4 CoNDU IT. CONDUIT- "DIA. WIRE: -3- N° GU. _ I - Ne 3 GOD. VOLT GONG9ETE 440 DROP HANDLE &RD• pp �M• P ►J4.1 N p BUBB ER AND t SIN&LE LINE 2IAJRAM Not o SCALE 3�4" P.V.G. GONDUtr L/R APPV'D. _M(UAO '9 AINLE66 5TEEL HINUE LIFT A6516T SPRIN& METER $ MAIN BREAKER (EY ELEGTRIGt4'f) �0T1zDL TRANSFORMER JITOV,1$' 10 AMP FUSE DD%AD Fr1T.t cPANEL) ~- RESISTOR 2WEMP M5-I I, Co A WINDING TEMP 5ENSOR SwircWW IN MOrcR. AM16ER 1 2 OL5 oV� • RE515TOR • pia ALT2 Jr ALT 2 ---I f PLUG TYPE QUtC4L GO A-oR RESISTOR 'Z AJ i rcil LW COMPRE1/20¢ NO rcoMPRE440R » Kg I CONFESSOR ff TRANS(=ER Two (2) R ERR METER I MAIN 81ZEAVER I ON ELEGTVIGIAN) 1--I—y12AN5F0gMER IWV, VA AMP FUSE AMP 5W►TGN C WecA6T CoNGRETE VAULT (4'-Dgb'-cMtiJ) w/ 2 PIECE 4TEEL C4VEV. gaTE: OTHER END OF • CoNQUIT (PANEL (' CONNEGTtON) to 06 4EALE12 To PREVENT WET weLl (,ASSES fizolt ENT -SPIN& PMJI;L ENGLoyLIQE. -FORGE MAN PLASTIC CAP To PROTECT 3's" TUBlt1K -3 POLYETWEENE AIR TUBING 3 (SUPPLLSD BY E65GO) STAINLESS hTEEL RUBBER-BAGILEO BRAGI'T6 (5UPPLIED By E55CQ)i MOUNT BQACVET6 LO WALL USING 316° MoNRY 1241ILL, # IO K VV" PLASTIC A�HO_RS AND *t0 x .." 4TAtn1LE65 STEEL MAG44. 1CREW5 (SUPPLIED 84 E55C0) its 0 PETAL L NOT TO SCALE HAMP W/ (GFq LOGIC FN14NE0 5URFA(b WET WELL FLOOR //40„ //, o NV. EL V.C.f? INLET t:L HE&H WATER ALARM BOTI4 PUMPS ON a. lap PUMP ON EL. LOW WATER PUMPS OFF EL. f')OTrcm of WET wELL INGOM(NG POWER CoNDU IT METER 4 MAIN BRgAVER (( By t-e&TrziGIAN) PANG.L Tole F4oOR STANDW (O. MOUNT ON RE NE GONGRETE PAP W/ 4 - J?IA ANCHOR BOLTS. IIJCOMINb PowER CONDUIT. 5'-o Lb. GROUND ROD, corwR GLAD. b`-0 MIN. 5'4 MIN. r PLAN 4/-O MIN. PUMP CONTROL PANEL CONCRETE PAP SEWER LIFT STATION Val*: kill 2 I' CONTROL PANEL— "C JTVP`) 42 FILLET EA WAy (rye) 2 PIECE STEEL COVER (Now - Tt2AFFtO 13E4410) COMPACTED CRUSHED Wig SECTION SCALE' fit' - I'-0 Pr2EGA4T ON GIZETE MAN HO Le, ILIA. W/ AuJMiNUM RATGN .E45G0 MODEL No•: 56E %TAIL ° SEPARATION BETWEEN 015G1-IAIZbE .iPE5 ' PUMP DESIKN DATA G.P.M. -wk. vim R.P.M. E55c0 PUMP AKENT 3'-b SECTION '$GALE I. li2" . (I-0 SEE DET. �\•//X /,\\\49`&40`\ Y DIA. ANCHOR 130L13 (4- REQD) WISHED 6URFAGE • 2. MATERIAL yCNEpti .4 N DEycRtPit oN QTY 5UBMERtI3LE 4EEWAGe PUMP, E66CO MODEL SIZE , NEAVV DUTY NON- CLO& VORTEX To,taUE FLUID PPUMP. &P.M. AT FT. T.D. N. RE,LIAANGE SUt3MER5I13LE morn RPM) U.L.'AEXP cLA65 1 GROUP V , w/ 25 r. OFg W12E ' TROL 4 Pow62 CABLE. TWo 4EPARATE 6EL5 , OIL Lu:¢ICATP, 30 DAY WACNING SYSTEM N TNEQMAL Pl2ore i TION w/ t: 5C0 COOL *EVENT R ArARATU5 , PATENT NNNo 4,134,711 J U.L. LISTED 'UDE RAIL A%5EMBLY FOR 11%E IN HA ' RDDUS LOCATIONS. (NO EXC6PTtON0 LIEN& CABLE Vq." /c 5'Ifi" x h 6 , NY covflED , 30'O'lb. '%N41(.E STIxeNKTH. GONT110L AND PoWEJ¢ GABLE SNALL BE U.L. app', ED CI ¢6ov)FoR eA(44 PUMP Mora') paMF &O oUB EPD 0 i E46CQ W14'P E. 32 VANPAL NPt FACTOR4 WIRED AN p5�( B1EGt&IGAL CONTROL PANEL • INDICATtNIK UGH 5 'Ati READ. KLpV5 RDA' coM81NATION 6TARTER4 W// QUI0I4 -TRIP HEATER); ' PUIukP AL 12NAroRh . AIR BU@SLER CONTROL SYST I DUEL A GDMPR 012 AND TOMATIGLOW AIR TZ?ANyFER ( L.A. cFfQ TEST LABORATOITY APPR POLYETHYLENE DUp LEF TUBE, 3'13" PIA. w/4.6. CLAMPS A4 Re&UIRE O. FLANKED GA4T IRON 10° B6N12 WASH DOWN AMP VACUUM BREAKER (E55G0 PATEI FLANb6D x PLAIN END CAST IRON 4Pool. FLANKED GAMT IRON GOUPLIN(s ADAPTOR (BAKER 6•TYLE bol OR APPROVED EQUAL). FLANKED 6WIN& CHECK VALVE I W/ LeveW I FLANGED GATE VALVE , NON R151N(s STEM FLANKED CAST IRON 44° t3f%.ND. FLAN(sED CAST IRON TRUE WYE. FLANb6D CAST IRON TEE. PLANKED (SATE VALVE, NoN - RISIN(s ST&M CAST IRON OLIN(' FLAN&e. EYE 60L1 , N" PIA 4.5. ELECTRICAL JUNCTION Box ( GROU6E - I1I406 OR APPROVED EQUAL) Volk EtLGTRIGAL CONDUIT ( PVC SGH. SO oQ APPROVED EQUAL) 1/4" DIA coNDUIt ( PVC 4CN. GO 0¢ APPROVED EQUAL) 12I&E D GLA%S 125 DE P 0I5GNAlZK6 Pt E FX F. u 304 6TAII`1LE%5 STL. hcN. 40 GUIDE PIPE FLANKED (3'! FLANbE GIP 5P00L (SPACER) WEtKHT. • • U 0 O I EA. L.F. L.F. EA. LF. EA. EA. EA. EA. EA. EA. EA. EA. EA. EA. Ek L.F. L.E. LF• LF EA. GENERAL NOTSS 1. THE CONTRACTOR SNALL VERIFY ALL DIMeN65ION6 AND 7ITE CONDITIONS PRIOtz To DelftNNINK GON�S�TRUGTION. g P2OVIIDE O eV FOR IUFAGTURBR5 EPP-UP AMP yA4 PART OF THE VQUIPMEN PURCHASE GON (RALT. 3. CONCRETE 4i4ALL BE Pot2TLAA2 CEMENT DEVELOP A MINIMUM 6OMPU.6%tyE 4rgeNYIH OF 4000 R & 1. At 213 DAY& 4. ALL PITTINKS AMP VALVES 414ALL 6E CAST I 5. ALL EL C.1ThCAL WIRIN.(& AMP EQUIPMENT ,IN " WET WELL 55EG110N MUST COMPLY W/ A tC. ELEGTRIGAL 44APew OROF 4 FOR G ANAL , )3. LOCATION PRROVl5l0�I5 "uN ALL OTHER APPLIGAIOLE LOCAL G40&5 AND OR-0, (o. ALL GoNDUtTS SHALL BE P.V.G., 46NEDUI..E 1. ALL ELECTRICAL WIRE SHALL BE II .ww " O¢ CONDUCTOR , OR APPROVED EQUAL. 8. THE FLOOR OF THE WET WELL SMALL BE 4 4 9. PUMPNNMOTOPR5 WILL PULL EXCESS' AMP5 IF lo. i PUMP l � OV COMT9OL AEt ND PoW2 DGAt LE II.ALL PRAGTIGES AMP P EevURES , MATh I4±. tie AND SHALL NI GLASS (25. LLED IN THE 2.2 OF T►�E VStON I , HAMAFQDU6 GTRIEAL COPE' F NP AN GES. 0, OR APPRVD EQUAL. "Tww" GOvpE12 oOTN AND Levet.. RUNNING! BAGIGWAR ... t' PIA. ArN0 P GEMEN PLANS EA4 t�A�S Eil t A lON5a0F ITHreitT F6 t0 TN "9TANDA¢D DW&.TITLe: SEWER LIFT STATION W(RIN(, DIAGRAM Not To 6441. SECTION SCALE kt' I' -a DATE NO. D,ESLIZIPTI ON BY APPROVED REV IS! ON5