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HomeMy WebLinkAboutRES 23-321RESOLUTION NO. 23-321 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: WHEREAS, on April 12, 2022, the City Council of the City of Beaumont, Texas passed Resolution No. 22-108 awarding a contract in the amount of $25,088,259.00 to Allco, LLC, of Beaumont, Texas, for the Collier's Ferry Pump Station Project; and, WHEREAS, Change Orders Nos. 1-2, in the amount of $171,835,00 increased the total contract price to $25,260,099.00; and, WHEREAS, Change Order No. 3, in the amount of $12,218.71, is required to remove trees in close proximity to the proposed meter pad location, thereby increasing the total contract amount to $25,272,312.71; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this resolution are hereby, in all things, approved and adopted; and, THAT the City Manager be and be is hereby authorized to execute Change Order No. 3, in the amount of $12,218.71 for additional work described above, thereby increasing the total contract amount to $25,272,312.71 for the Collier's Ferry Pump Station Project, The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Governrnent Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 31st day of October, 2023. li 01, '1 C tL Roy West - 11200 Broadway St„ Suite 2320 + Pearland, Texas 77584 + 832-456-4700 + FAX 817-735-7491 www.freese.com October 23, 2023 Amalia "Molly" Villarreal, P.E., CFM City Engineer City of Beaumont 1350 Langham Road Beaumont, TX 77707 Re: Project WU0222-14 Collier's Ferry Pump Station: Change Order No. 003 Dear Mrs, Villarreal, Included with this letter is Change Order No. 003 for the Collier's Ferry Pump Station project. This letter is to serve as a narrative for the item(s) included in this Change Order with supporting documentation attached. Item No. 1: Tree Removal @ Flow Meter Run Slab The 48" Raw Water Ductile Iron Pipe Flow Meter Run slab is located along the tree line separating the Collier's Ferry Pump Station and the Forest Lawn Funeral Home & Memorial Park cemetery [Figure 1]. Per Note 1 on Sheet C-5 of the contract documents, the contractor is to "clear brush ... as required to install the piping, flow meter slab, and fence." [Figure 21 After the contractor cleared the brush in the area and staked out the extents of the Flow Meter Run slab, it was evident that several trees would abut the slab. Since the Geotechnical Report has identified the subsurface soil on site to be expansive, the contractor is to "over - excavate and remove existing fill and native fat clay soils to a minimum depth of 5'-O" below the existing ground surface (EL 15,00'). Backfill with compacted select fill." [Figure 31 The removal and replacement of the existing expansive fat clay soils will reduce the potential expansive soil movement (PSM) which is what causes structures to settle. Furthermore, the over -excavation is to extend laterally 5'-0" out from the edges of the structure. Freese & Nichols, Inc. engineers have decided that the lateral over -excavation can be reduced to 2'-0" for the Flow Meter Run slab which would require the trees identified in Figure 4 to be removed, versus all the trees between the Flow Meter Run slab and the property line. Freese & Nichols, Inc. explored shifting the Flow Meter Run slab away from the tree line but doing so would not only require an entire realignment of the 48" Raw Water Line from the Pump Station to Pine Street, but it would also reduce the area in front of the Pump Station which would limit the size of equipment that can access the Pumps & Piping if they ever need to be serviced. Total Cost: $12,218.71 Additional Days: 0 Calendar Days To summarize, this Change Order has an overall cost increase of $12,218.71 and 0 additional calendar days to the contract time. I hope the above narrative, along with the included supporting documentation, provides adequate information to be able to process this Change Order in a timely fashion. Please don't hesitate to reach out to me if you need any further explanation or backup documentation. Sincerely, Ram! Abusheikh, P.E. Construction Manager cc: Molly Villareal, John Pippins, Sheldon Buck, Lindsey Reid BMT221.98 T:\4.0 CONSTRUCTION\4,40 Contract Mod\4.43 Chg Orders\CO-003 --Tree Removal Change Order No. 3 Project Collier's Ferry Pump Station Project Number Owner City of Beaumont TX WU0222-14 Contractor Allco, LLC TX 881 Construction Manager Rami Abusheikh, P.E. BMT22198 Design Professional Sheldon Buck, P.E. BMT22198 Change Order No. 003 Date 10/23/2023 Make the following modifications to the Contract Documents: Item Description Change Amount 1 Tree Removal @ Flow Meter Run Slab $ 12,218.71 2---------------------------------------------------------------------------------------------------------- ----------------------------- 3---------------------------------------------------------------------------------------------------------- ----------------------------- 4 ------------------------------------------------------------------------------------ 5 --------------------------------------------------------------....__....__----__---_-_------------------------ ----------------------------- Net Change in Contract Price this Change Order $12,218.71 Net Change in Contract Times this Change Order 0 Days The compensation in this Change Order is the full, complete, and final compensation for all costs Contractor may incur because of or relating to this change whether said costs are known, unknown, foreseen, or unforeseen at this time, including without limitation, any cost for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged Work because of this Change Order. The changes in Contract Times are the complete and final adjustments for impacts to the ability of Contractor to complete the Work within the Contract Times and are the only adjustments to which Contractor is entitled. All terms and provisions of the Contract Documents remain in effect except as specifically modified by this Change Order. a. Original Contract Price $25,088,259.00 b. Previously Approved Change Order/Contract Amendment Amounts $171,835.00 c. Adjusted Contract Price ( a + b j $25,260,094.00 d. Contract Amendment Amount $12,218.71 e. Revised Contract Price ( c + d) $25,272,312.71 f. Percent Change in Contract Price to Date 0.73 Original Previous Current Substantial Completion Date 10/14/2024 10/14/2024 10/14/2024 Final Completion Date 12/13/2024 12/13/2024 12/13/2024 Change Order No. 3 Page 1 of 2 Prepared by Construction Manager, L 10/23/2023 Ra t1s 1L 1, .,V.' ,late Constructlon Manager Freese and Nichols, Inc. Accepted by Cont r ctor: Brandon Harrison Date Vice -President Allco, LLC 'A' Atnalla Villarreal, P.E. City Engineer City of Beaumont Approved By., Kenneth R. Williams Date City Manager City of Beaumont Liranxe uruer ivu. a Reviewed by design professional: 144 Zell 10/23/2023 Sheldon Buck, P.E. ,late Project Manager Freese and Nichols, Inc. Reviewed by: Brent Schmitt, P,E. Date Water Utilities Engineer City of Beaumont Review by: rt artkowlak Date Director of Public Works City of Beaumont Attested By., Tina Broussard, TRMC Date City Clerk City of Beaumont Change Order No, 3 Page 2 of 2 e e � M V1 � H F R W W Vi N 49 Vi Vi fA fA 69 69 FR Vi 69 fr9 FR V} 44 tfi Vi Ifi Vi N Q W W W 'y W 1� A F F U o a ? �U �U d 0 i I I 1 0 F S-I N i// N N W >A Vi f7 W fry V3 N fA 69 fn 64 64 69 64 69 � tt��- ai x x X � 3 3 o� s t+ A o a A 1 � b b C b4 Efl 64 69 E.9 ~ 69 di Y.y rl � 1r 3 � Lo g _ u �To F .2 ' r H 1 1 f i f I 1 6 H Eq 69 69 69 69 �fl C9 � 3 � v U �y N O a E... U .°a o .ten cC,f f .1 lottrscn: � nrFtl tare '•\ � / l / i 41 LON Gr.taaruta.n l 11 `VO nwvcrSltLrm iP.)1' • V t➢)S .-. HOW NUO, Rull Pad .FiarofiGK.li It� ..v..�--.��3�—Y=�F.Ti»=ter ���r.Y---�—.....������i+.--�tm��e.•.�ti—w ���Y �� nawz M1t.'+!' =11—T z� Figure 1: Flow Meter Run Pad Location 1 �EX6104, TEXT , 1 0 a 0 FXISW TRAHSFQRIVER T-1B REMOVEUXISTiNG T. o LEGEND ROPE FENCE ANG L ROLLAROS REMOVE TREE v �]L T•lT J� .12 REMOVE FTEM •1! xT� �C� (R� EXISTING THEE idG T 15 F r YYYY I�YYYYY mot'v-� T,$^� T-C-�<) NOTE: f �yJ _ t. CLEAR BRUSH WIMSCLOUDWARfA. ( J` ,L[ Tv'OEEi �"'"'"'—' AS IIEgHIREiI Tp fNSTAi{'i HE ptt',IhG, Fil1WW.REPSLA8,A1VOiENCE. o • • o i _ _ _ _ _ _ _ _ _ _ _ _ _ Figure 2: Sheet C-5; Note 1 E I I I (RE:5.171TYP r- - -- - - -- r______________-I r-___----------- r--------�---� � Lll I I I f I I I L 1 I E I I I I E 1 I E I I 1 1 L I I E I I r r F (� METER RUN PAD FOUNDATION PLAN -PIPE SUPPOIT (11E:5-I3 I TYP ;14II�Oi )lql )'0• T1el[K CIA, �CO1d7hC7ED ' � 6 CAP(40Tt} 5[tECT nlI \; . J S'•Q' F RTNCAVATElOAOEPZIIO{ Mt4llY7r 5' 4' UetO1y E>flsllyG OtUUrIU SU EFAU 111011 LI RRduc d1G 2'•O'?01 5"61Un SIA9 7r19 M. txr H:II1 Pad Innlnrlall ii9]ES ' I. GVER-EXCAVATE AqU AEIJOVE E111STWIAL MI➢NATWE FAT CIAYSO'LSTOAFh;{:1�1Uh7 RFPTII 7 5� EC�I�N EN S'-0' UILOWUATING GRO➢NO Sl1RFACC ICL Ii.051. DUjrrYt WITIICOM PACTEUSELECT rlLL. 1.PROViOEA]'-0'THCXCOVPACTEUCLAYC"ALlGU1(OPIi FFRWEEFAQi TId FOU"fOATON 5 11 5f4' • t' O" OVER flit $ELECT FILL EATniO T➢E CLAY CAP A A1,h11.117M OF 7'V IIOR170NZALIY BPyMR'YOTr{E I1411TS OF T11E Sh ECT f Rl. A CLAY CAA IS 1401 RIQUiRI U Al AAEAS W OKOf:OM WING OR nA"WA'{. Figure 3: Sheet S-11; Note 1 Figure 4: Flow Meter Run Pad Footprint & Trees to Be Removed 11200 Broadway St., Suite 2320 + Pearland, Texas 77584 + 832-456-4700 + FAX 817-735-7491 www.freese.coni June 1, 2023 Evangeline Burkart, EIT Roadway Designer City of Beaumont 1350 Langham Road Beaumont, TX 77707 Re: Project WU0222-14 Collier's Ferry Pump Station: Change Order No. 002 Dear Ms, Burkart: Included with this letter is Change Order• No. 002 for the Collier's Ferry Pump Station project. This letter is to serve as a narrative for the Itern(s) included in this change Order with supporting documentation attached, Item No, 1.: Electrical Work at Pine St. Lift Station Shortly after Allco mobilized to site a power pole, along with an overhead electrical line crossing over Pine St., was Installed to energize the Pine St. Lift Station. This project Includes improvements to Pine St, along with installing an access road to the Collier's Ferry PS that has a proposed road surface elevation of 18.90 FT MSL which Is —1.4 FT higher than the existing surface elevation of Pine St. This means that the overhead electrical line must be removed. Entergy has agreed to remove the overhead line and power pole and bore an underground electrical line to power the Pine St. Lift Station. This change order covers the work required by Allco's electrical subcontractor ESl to connect that underground electrical litre to the existing Pine St, Lift Station. Allco submitted the attached CP-002 with a total cost of $18,900.00 and 14 additional calendar days. Freese & Nichols, Inc, has reviewed their proposal and agrees with their cost but at this time can't recommend the additional calendar days as this will be concurrent work and not Impede the project's critical path. Allco still has the right to submit a subsequent claim for additional days If this change Order causes any substantiated delays, Total Cost: $1.8,900.00 Additional Days; 0 Calendar Days To summarize, this Change Order has an overall cost increase of $18,900,00 and 0 additional calendar days to the contract time. i hope the above narrative, along with the Included supporting documentation, provides adequate Information to be able to process this Change Order In a timely fashion. Please don't hesitate to reach out to me If you need any further explanation or backup documentation. Sincerely, Raml Abushelkh, P.E. Construction Manager cc: Molly Villareal, Brent Schmitt, Sheldon Buck, Lindsey Reid BMT22198 T:\4.0 CONSTRUCTION\4,40 Contract Mod\4,43 Chg Orders\CO-002 - Pine St LS Electrical Work Change Order No. 2 Project Collier's Ferry Pump Station project Number Owner City of Beaumont TX _ WU0222-14 Contractor Allco, ll.0 TX 881 Construction Manager Rami Abusheikh, P,E, BMT22198 Design Professional Sheldon Huck, P,E. BMT22198 Change Order No. 002 pate 5/16/2023 Make the following modifications to the Contract Documents; Item Description Change Amount 1 Electrical Work at Existing Pine St, lift Station per CP-002 _ _ __ $18,900.00 2 ---- -- -------- ----------- --------- .._-fin»--- ^_--- --.---..------- ----_ - ---- -- -- ----- 2 - `--------- — —------------ - —�--__-------------------- — --------------.-----_..-- — — ----� __. _ -- 4-_-----, -Y _--_ .-------- — ----------------------- ------------------------------" -------- r--------------------- - --5-. _---------------------- -------------...__...-.._......_-___..........----_-----_--_-_-_--__-----------_------------ -------------------- 6--------- K---------- - -- ------------- ----------------__-----_------------ -------------- _ _------- -------------------- —7-..�_._--------_----..-----,.-- --------------------------.------------------_,.------ .--- ----_-�----------- ----- _ g.._....--------------------------------- -----------------------------------------------,__-- -- --- _9------------------------� --- .- -------------------- w ------ ---- —______----_-- ---------------- -__-_----_.._ Net Change in Contract Price this Change Order $18,900.00 Net Change In Contract Times this Change order 0 Days The compensation In this Change Order is the full, complete, and final compensation far all casts Contractor may incur because of or relating to this change whether said costs are known, unknown, foreseen, or unforeseen at this time, including without limitation, any cast for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged Work because of this Change Order. The changes in Contract Times are the complete and final adjustments for Impacts to the ability of Contractor to complete the Work within the Contract Times and are the only adjustments to which Contractor is entitled, All terms and provisions of the Contract Documents remain in effect except as specifically modified by this Change Order, a, original Contract Price mm $ 25,088,259.00 b. Previously Approved Change Order/Contract Amendment Amounts $ 152,935.00 c. Adjusted Contract Price (a + b) $25,241,194.00 d. Contract Amendment Amount $18,900,00 e. Revised Contract Price ( c+d ) $ 25,260,094.00 f. Percent Change in Contract Price to Date 0.68 % Original Previous Current Substantial Completion Date 10/14/2024 1.0/14/2024 10/14/2024 Final Completion date 12/13/2024 1.2/1.3/2024 � 12/13/2024 Change Order' No, 2 Page I of 2 WNIFIKU VFUUI 1144. F Prepared by Construction Manager: Reviewed by design Professional: L 6/6/2023 /J 6/6/2023 aml Abushelkh, P.F. mate Sheldon Buck, P. E. Date Construction Manager Freese and Nichols, Inc. Accepted by ntractor: Brandon Har Ison Hate Vice -President Allco, LLC Reviewed by: Arnalla Villarreal. P. E. city Engineer City of Beaumont Project Manager Freese and Nichols, Inc. Reviewed by: Fvdng line Burkart, FIT Hate Roadway Designer City of Beaumont Approved By; Atte t d By,: All amu enneth R, Williams Date Tina Broussard, TRMC City Manager City of Beaumont City Clerk City of Beaumont 7- Date Date Change order No. 2 Page 2 of 2 CITY Or BEAUMONT Date: September 14, 2022 Project: }W0222-14 Collier's Ferry Pump Siatian Owner: City of Beslumont Contraetoll. All co, LLC Change Order No.: 1 THE POLLOWiNG CHANGES IN VIE PLANS AND/OR SPECIFICATIONS ARE HEREBY MADE - Re -route au exisliftg electrical duct hard: that conflicts with lice tunnciing shall. T#cmNo, Descri IEnn Evolt lodglual-Q UuItI'rice Clge Order roAmont ADD A.2.1 RE-ROITTI3ELECTIt1CAL DUCT DANK-LAIVSONRIWS 1S 1.0{i $152,935.00 S152,935.00 Stjllm L S152 935.a0 TOTAL AMOUNT Or, THIS CHANGE ORDER: $152,935.00 0 - CALENDAR DAYS WILL AL ADDED TO THE CONTRACT TIME DY THIS CHANGE ORDER ORIGINAL CONTRACT AMOUNT: $ 25,089,259,00 NET FROM PREVIOUS CHANGE ORDCItS: $ TOTAL AMOUNT OF THIS CITANGE ORDER: $ 152,935.00 PERCENT OV THIS CHANGE; ORDER: 0.6E% TOTAL PEIRCCN'I CHANGCORDER TODATE : 0.61% NEW CONTRACT AMOUNT; $ 25,241,194.00 ORIGINAL CONTRACT T011?: 900 Calendar Days ADDITIONAL CONTRACT TINIR, PER PREVIOUS CHANGE ORDERS; 0 Calendar Days ADDITIONAL CONTRACT TIME PE It THIS CHANGE ORDER: 0 Calendar Days ItEVISED CONTRACT TIME: 900 Calendar Days CONDITION OF CHANGE: "Coulmelor acknowledges and agrees that the adjustments in cot#tract price and contract time stipulated in this Change Order represents full compensation for all Increases and decreases in the cost or, and the time required to perrorm the entire nark under lice conlraet arising directly or indirectly from This Change Order Bud all previous Change Orders, Acceptance of this tvalver constitutes an agreement behvicen Owner and Contractor that the Change Order represents an all inclusive, mutually agreed upon adjustment to the Contract, and that Contractor will waive all rights to file a claim on this Change Order after it Is properly executed." ACCEPTLFI3,B PItEPARED BY: G1 �s2 N'1 [. � Li Fii _C�G��Ld/.<s.� ALLCO, LLC DATr. EVANGELINE, DURIWIT, FIT DATE CONTRACTOR ROADWAY DESIGNER RCV[i\YLFD DY: AMALIA VILLARREAL, P.L. DAT1 CITY ENGINEER RE'V �rFic nY: _ BAWr IiARTICOIVIAR DATE DIRECTOR OF PUBLIC WORKS AND TECHNOLOGY SERVICES ISMway St., Suite 2320 + Plearl,an,d, Texas 77584 + 832-456-4700 + FAX 817-735-74911 www.freese.corn rim Amalie "Molly" Villarreal, P.E., CFM City Engineer City of Beaumont 1350 Langham Road Beaumont, TX 77707 Re: Project WU0222-14 Coillier's Ferry Pump Station: Change Order No. 003 Dear Mrs, Villarreal, Included with thi's letter is, Change Order No. 003 for the Coillier"s Ferry Pump Station project. This letter is to serve as a narrative for the itemi(s) included in th,is Change Order with siupiporting documentation attached. I 0 400 A 0 4p 9 0 W 0 V 40 a a all ilia • Go a a a a a 1W V a a W a a a a a a a M a a • a a a 40 a M a a a a a a Freese & Nichols, Inc. exploired shifting the Flow Meter Run silab away fromi the tree line but doing so would not only require an entire realignment of the 48" Raw Water Line from the Pump Station to Pine Street, but it would also reduce the area in front of the Pum�p Station which would limit the size of equipment that can access the Pumps, & Piping if they ever need to be serviced. 121218i.71 Additional Days: 01 Calendar Days To, summi,arize, this Change Order has an overall cost increase of $12)218.71 and 0 additioln:al calendar da s to the contract time. I hope the above narrative, along with the included supporting documentation, prolvid;es adequate information to be able to process this Change Order in, a timely fashion,. Please don't hesitate to reach out to me if you need any further expla,na�tion or backup documentation. Sincerely, Rami Abusheikh, P.E. Construction Manager I I i i -7 riIig FLVAM94 Change order No. 3 Project Collier's Ferry Pump Station Project Number Owner City of Beaumont TX WU0222-14 Contractor Allco, LLC TX 881 Construction Manager Rami Abusheikh, P.E. BMT22198 Design Professional Sheldon Buck, P.E. BMT22198 Change order No. 003 Date 10/23/2023 Mal<e the following modifications to the Contract Documents: Item Description Change Amount 1 Tree Removal @ Flow Meter Run Slab $ 12,218.71 2---------------------------------------------------_------------------------_W_---_-----_-.._-------------- ----------------------------- 3 ----------------------.__-_------_-----------..-w-..-..--------------_-__-_----....w----------.._- -------_-------....------_--------------------- 4--..-..-------------------------------..-----------------------__M_---_--_----------------------------------- ------------------------------ 5----------------------.--------------------..-----------......-..-....-..-----..w..---------------------------------- _---------------------------- Net Change in Contract Price this Change order $12,218.71 Net Change in Contract Times this Change order 0 Days The compensation in this Change Order is the full, complete, and final compensation for all costs Contractor may incur because of or relating to this change whether said costs are known, unknown, foreseen, or unforeseen at this time, including without limitation, any cost for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work because of this Change Order. The changes in Contract Times are the complete and final adjustments far impacts to the ability of Contractor to complete the work within the Contract Times and are the only adjustments to which Contractor is entitled. All terms and provisions of the Contract Documents remain in effect except- as specifically modified by this Change Order. a. original Contract Price $25,0881259.00 b. Previously Approved Change order/Contract Amendment Amounts $171,1835.00 c. Adjusted Contract Price ( a + b $25,260,1094.00 d. Contract Amendment Amount $12,218.71 e. Revised Contract Price ( c + d ) $25)272,1312.71 f. Percent Change in Contract Price to Date 0.73 Original Previous Current Substantial Completion Date 10/14/2024 10/14/2024 10/14/2024 Final Completion Date 12/13/2024 12/13/2024 12/13/2024 Change order No. 3 Page 1 of 2 ManagerConstruction Freese d, Nichols, Inc. Accepted by Cone c car» Brandon Harrison Vice -President lea, LLC J�gviewe Amali Villarreal A31 Kenneth,, Williams City Manager City Of Beaumont 10/23/20,23 10/23/2023 Date Sheldon Buck, P.E. Date Project Manager Freese arid" cools, Inc. ,00�00000000? 001, Rev*iewqd by:,11,/ uW u0of u� ° 00000`1�uw 1110I100 m ���� �Iuli� Vm��u� d+" /40 I. ,. moil ro � D.,.. ate Director of Pubilc Works Change Order No. 3 Page 2 of 2. w 0 J Sl] 0. 0 fS. W LAC 0 LU z 04 f�lC1i ,� QO C) ry C-0 Q z U z ; .0 cj � c •� A VJ a � � � � o G W U .o try a. C C C) ❑ L -2 m L Q� ❑ m a� o. cq � � N 3 � v o o ath Cn a) P °' Cd u a)td L 171 z ILI t) Z" � w � CIO w :~ 0 w a` W a, Q 2 a E U C0 a 0 ci -es ❑ o U w U U A -=j �l r- r- 1 GO V �7 �y cn m LIB fA to fA Cf) (A V) fA (A ff) 46 V/ (A fA (A GI) E:) F./) fA r- oo vo to r+� a a oq cr W W b4 fA 84 Os fo% 64 rpr7 fwls 01) 05 ag Ln f 3 v EA C o � 4 sn W 6 � O t � N rq EA f!} 60) b4 64 64 64 464 6013 f/3 tf} fi4 (A f6 s,9 ss kos 65 Eo9 � Cy t r 1 1 `0 a a a k's 6's v co'3 6,3 v3 io3 6"3 V!, f's 6') to,3 63 69 b9 oq bs 64 6s : - =u a a 0 0 CLI r7 W C.7 CJ S. .w A o to 3. A c o Q Q iw ao v G 7 iLn 1-4 r o4 000 00 �D en r.* r—e 00 V1 ►•w �j C) u '1�4 Ff3 b9 {f3 � CA) 0 0 U C � C 00 b9 ffi bps 6�3 64 b4 fi4 ff3 d] w it � �••f C7 U co occC13 c ❑ .a ❑ 'D as a o 0 eq � � v 0 H G c Q CIO > F� � °' � v � aaa w CAE� ra � o ca CA Zzi co E N 4i a �. 1 cta a] ❑ 0 —0 P� m ❑ �4 � ' e—� e—� .- . r--N n Q in d V� �,o r- 00 G-" — dA to (J I Ws job dl*L tm vJ uAl vsfY 4140 ""Ah4l AAJ wk)A '10A Figure l.- Flow Meter Run Pad Locati'on Figure 2.- Sheet C-5; Note I m 111-101 1, 111-24 ir -,zo III -loll 0* THICK CAPINOTE - PIPCSUPPORT (RE. 5 -13 1TYP �3a 1 _j N men I. OVM0CAVATE AND ACID EXISTING FILL AND, NATIVE FAF CIAV 506LSTO, A MINIMUM DEPTH OF S',O* BELOW EXISTING GROUND SURFACE IEL 15.00j. BACKTAL WITH COMPACTEO SELECT" FILL. 01SECTION 2. PROVIDE A 2*-W T1111CX COMPACT170 CLAY CAP AROUND TI Ir PERK ITIA OF TI IE FOUNOATION 11 1/4"ll 11-00 OVER THE SELICT FILL. EXTEND 714E CLAY CAP A IMNIMUM Of X-O'HOA17014TALLY MOND THE LINI11SOF 714F SELECT FILL. ACIAY CAP IS NOT REQUI�RED AT AREAS W1114 CONMIE PAVING OR FIATWORK. Figure 3: Sheet S-11; Note I Figure 4: Flow Meter Run Pad Foot,-rint & Trees to Be Removed