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HomeMy WebLinkAboutMorphey Construction/ENG/CO1/-1,490.43/Ditch piping/Utility relocation Parcel 7CTO: Morphey Construction, Inc. 1499 N. Sherman Drive Indianapolis, IN 46201 You are directed to make the following (Brief Description) ITEM WDC 001 -Water Main Adjustments WDC 002 -Inlet Adjustments WDC 003 -A2000 Pipe WDC 004 -Pipe Repairs WDC 005- Concrete Pavement WDC 006 - Casting Adjustments WDC 007- Pedestrian Walks WDC 008 -Inlet Protection Balance Line Item No. 006 Riprap CITY OF CARMEL CONTRACT CHANGE ORDER NO.: DATE: PROJECT NAME: CITY REQ. NO.: CITY PO NO.: CITY PO DATE: changes in this Contract: AMOUNT ($2,233.36) $501.84 $457.99 $361.18 $2,354.96 $463.88 (54,000.00) 970.12 (5367.04) #1 September 29, 2014 Ditch Piping and Utility Relocation ( +) OR ( -) DAYS 0 0 0 0 0 0 0 0 0 The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: R.F.P.: NA W.D.C. No.: 1 — 8 Other: The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 345,000.00 Contract Price will be increased ecreaseddy this Change Order $ ($ 1,490.43) New Contract Price including this 'flange Order $ 343,509.57 Contract Time Prior to this Change Order NA Days NA Completion Date Net increased /decreased resulting from this Change Order NA Days Current Contract Time including this Change Order NA Days NA Completion Date This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are Recommended American Structurepoint ENGINEER 7260 Shadeland Station Address Indianapolis, Indiana 46256 City /State /Zip By: 13)1v4 i NA Ac-ilkt-P% (• u►m (signature) Phone: (317) 547 -5580 Date: `I 2`t (I q- The Above Changes Are Accepted: Morphey Construction, Inc. CONTRACTOR 1499 N. Sherman Drive Address Indianapolis, Indiana 46201 City /State /Zip By: (prin (signature) / Phone: (317) 356 -9250 Date: 1 0 —1 I 1 a/ nt��t/u -e MMember Lori Watss r1, Member ATTEST: Di a Cordra Cler - Treasurer City Engineer Date: !0/3/, y Parcel 7C -6 Ditch Piping and Utility Relocation Work Directive Changes WDC No. WDC Description WDC Amount 1 Water Main Adjustments $ (2,233.36) 2 Inlet Adjustments (STA 0 +05) $ 501.84 3 A2000 Pipe $ 457.99 4 Pipe Repairs $ 361.18 5 Concrete Pavement $ 2,354.96 6 Casting Adjustments $ 463.88 7 Pedestrian Crosswalks $ (4,000.00) 8 Inlet Protection $ 970.12 Total Change = $ (1,123.39) Item Balance Item No. Item Description Change Amount 6 Riprap $ (367.04) Total Change = $ (367.04) Total Change Order No. 1 $ (1,490.43) Revised Contract Amount $ 343,509.57 CITY OF CARMEL TO: Morphey Construction, Inc. WORK DIRECTIVE CHANGE NO. 001 1499 N. Sherman Drive DATE: September 23, 2014 Indianapolis, Indiana 46201 PROJECT NAME: Ditch Piping and Utility Relocation PROJECT NO.: Specification Reference: NA Drawing Reference: Sheet C200 — Plan and Sections DESCRIPTION OF WORK COVERED BY THIS DIRECTIVE CHANGE: This work directive change shall adjust the cost related to labor, material, and equipment needed to incorporate recommended water main changes. This work shall include relocation of a proposed hydrant, deletion of a proposed valve and a material substitution for the water main sleeve as shown on the attached sketch. Cost adjustments are reflected in Line Item 26 -Net Water Line Changes shown on the attached schedule of values. Line Item 19 -18" Pipe Sleeve, shown on the schedule of values also, will be deleted from the contract in addition to this credit. This will reduce the contract amount by the value provided below. REASON FOR THIS ORDER: The water main changes were requested by Carmel Water to be consistent with their common installation practices. • AUTHORIZATION: THIS WORK DIRECTIVE CHANGE AUTHORIZES THE WORK TO BE COMPLETED AS OUTLINED. A Contract Change Order in the amount of ($2233.36) will be issued to you in the near future to cover this Work Directive Change. PROJECT CO LETION DAJE: ADD /DEDUCT /4JNCHANGED f 0 DAYS. By: Owner's Representative DAvip MACNAt.A ATTEST: Date: Diana L. Cordray, Clerk - Treasurer Approved By: CITY OF CARMEL BOARD OF PUBLIC WORKS AND SAFETY By: James Brainard, Mayor By: By: Mary Ann Burke, Member Lori Watson, Member DATE: Morphey Construction, Inc. 1499 N. Sherman Dr.. Indianapolis, IN 46201 June 24, 2014 Gary Duncan, Jr. PE Assistant City Engineer City of Carmel Engineering Department One Civic Square Carmel, IN 46032 RE: Parcel 7C -6 Ditch Piping and Utility Relocation Water Main Changes 4th Revision Dear Mr. Duncan: We have included our first 3 submittals for reference. We are responding to the 6 -4 email that requested additional information. We have included our backup for loading the returned materials and have also include time for credit for not installing these items. Revised Water Line Changes: IPS DR 32.5 Material Only Lobar Credit Load Labor Valve Material Only Labor Credit Load Labor +1450.00 211.80 +53.70 =tNGLuber IN oR.iG,INl4t- LI r•t a . ENt a lot .00 Z075.9(0 241.00 2,14.60 +53.70 Net Change 02G.20 733.3(0 .. 133.3Co In closing, we are asking Carmel to accept the revised 92620 credit. If you have any questions or need additional information, we can be reached at 317 - 356 -9250. Thanks in advance for considering our proposal. Sincerely, Stev en P. Milbou dne Project ect Manager t� 't U - r f UTILITY PIPE SALES OF IN, INC. QUOTE 2821 N. Catherwood Ave q� ® Indianapolis, IN 46219 PIPE SALES (3173)2724 -23010 Fax Number Providing The Aow, Above & Below" Website: www.utilitypipesales.com Bill To.. QUOTE6 QUOTE6 ALL BIDDING CONTRACTORS CGstomeeRd# PARCEL 7C -6 'r Document # 00016819 Item PDIC3S0 PE4MIL1 WTD3W MJ01245 MJDI2SS MJDI2CAI VARWI2MJL BNG344ARS CVB5640 CVBS1 00016819 Page”, 1 Da 06/18/2013 Ship :. To: QUOTE6 QUOTE6 CARMEL PARCEL 7C-6 DITCH PIPING & RELOCATION CARMEL, INDIANA BID DATE: 6/19/13 Ship -Date Sa /esperion QUOTE BID 0 -10 DAYS tax et3.4 IN Warehouse bp_ t UTILITY PIPE SALES OF IN, INC. Prepaid MUE 12" MJ GATE _VALVE OL • RES WEDGE LESS ACCESSORIES 3/4" X 4" ANTI- ROTATION T -BOLT W /NUT TY 564 -5 VALVE BOX & LID (DOMESTIC) SCREW -TYPE BOX -LOK #.1 FOR 12" VALVES 3 EA 12 EA 3 EA 3 EA ShrP iV4 BEST WAY 1909.14 A x 3.34 1 X 132.46 Y 21.00 EA : 5,727:42. EA I 13, 3G, 40.08 EA "132,,41(0 397.38 EA 2., 00 63.00 2015.9 ,0 111111111 1 1111111111 1( 111111111111111111111111111111111111111111111111 QU Q00 68 9 Not t Cu rent egi anon states of January 4th, 2014 it mill be it egal o sell or instal any items that are leaded brass in sizes 2"and below for use with potable wa er. Manufacturers have been making (h's c nversion since this egrslation was passed. UPSCO will be implementing the following chang s effective as of January 2, 2013. Any leaded brass order will be special ordered for our customers, but will be non -cane lable and non- retumable. UPSO cannot accept leaded brass retums for red it or exchange. This matches the policies of our brass suppliers. As of June 1, 2013 brass product manufacturers will stop manufacturing I Sad brass products Si no leaded brass items will be purchased by UPSO. Utility Pipe Sales Co. Customer Copy Continued on next page ... �� UTILITY PIPE SALES CO. QUOTE: Q0016819 DATE: 06/18(20 PAGE: 3 Reprin P3524G j P3518G N -FT N -I PEI MJ( ]BNC BNG, QUO" EXPII We ap, SIIFZ35— 18" SDR 35 PVC SEWER PIPE. 42 GASKET JT 14' LENGTH PS46 LF, 181PS.DR32.5 X'50'.' FT s0 FT 19.75 29.00 FT FT 829.50 Last vane 5/ City of Carmel Parcel 7C -6, Ditch Piping 8 Utility Relocation Project No. 2013.00320 Morphey Construction, Inc. Contractor's Pay Estimate Pay Estimate No.: 3 Estimate Time Period: Final Payment ( ) Partial Payment () Final Payment ( X ) 9129/2014 Item Unit Unit Cost Bid Quantity CO Qty Total Rev Plan Qty Qty Last Est My This Est Oty To Date Cost This Est Cost To Date 1 Protect Existin Utilities LS 3500.00 1 - - - 1.00 $ - E 7.500.00 2 PotholeNerif Utilities LS 3500.00 1 • - - 1.00 $ - E 3.500.00 3 Pavemnt Removal /Pipe Remove/Structure Remove LS 9500.00 1 • - - 1.00 S - S 9,500.00 4 To •soil LS 2500.00 1 • - - 1.00 1.00 $ 2,500.00 $ 2,500.00 5 Restoration /Seed LS 2500.00 1 - - • 0.50 1.00 $ 1,250.00 5 2,500.00 6 RigRa• TN 117.64 18 - - • 1.42 14.88 $ 107.05 5 1,750.48 7 Sawcut LS 2500.00 1 - - - 1.00 S - E 2,500.00 8 9 Construction Engineering LS 2750.00 1 - - - 0.10 1.00 $ 275.00 $ 2,750.00 J -10 Curb Inlets EA 1652.20 2 - - - 2.00 $ - $ 3,304.40 70 E -7 Ditch Inlets EA 1421.20 1 - - - - 1.00 $ - E 1,421.20 71 Catch Basin K -10 EA 2775.94 1 • • - - 1.00 $ • $ 2,775.94 12 18 "115"12" RCP Pi re LS 4500.00 1 • - - - 1.00 S - f 4,500.00 13 Storm Structure #1 CIP LS 12551.00 1 - • 1.00 $ - f 12,551.00 14 Storm Structure 42 CIP LS 13101.00 1 - 1.00 $ - $ 13,101.00 15 Storm Structure 43 CIP LS 10428.00 1 - - - - 1.00 $ - $ 10,428.00 16 4' x 2' Box Culvert LF 325.00 84 - - - - 84.0D $ - $ 27,300.00 17 7' x 3' Box Culvert LS 388.00 361 - - - - 361.00 E - E 140,068.00 t8 19 6" Diameter Plpe Sleeves LF 7.78 400 - - • - 400.00 $ - $ 3.112.00 LS 1500.00 1 - - E - $ * D 1 `r.-s rTFN4 18" Pi •a Sleeve 20 Concrete /Road Pre. LS 27550.00 1 - - - 1.00 $ - $ 21,550.00 21 Unit Paver Work LS 4000.00 1 - $ - $ 22 Asphalt Work LS 5400.00 1 - - - - E - $ - 23 Water Line Work LS 40000.00 1 • • - 0.2000 1.0000 S 8.000.00 S 40.000.00 24 Mobilization LS 20120.94 7 - 1.00 S - E 20.720.94 Page 1 of 2 Item Item Description Unit Unit Cost Bid Quantity CO Qty Total Rev Plan Qty Qty Last Est Qty This Est Qty To Date Cost This Est Cost To Date 25 Maintaining Traffic LS LS 5000.00 $ (733.36) 1 1 - - - - - 0.05 1.00 1.00 1.00 $ 250.00 $ (733.36) $ 5,000.00 $ (733.36) 2G Net Water Line Changes W. PtDb1 jON P1 L C2ez.IT 27 Inlet Protection ( revised 6 -4 email) LS $ 242.53 4 4.00 4.00 $ 970.12 $ 970.12 28 Utilit y Conflict SW Corner (revised 6 -4 email) LS $ 501.84 1 1.00 1.00 $ 501.84 $ 501.84 29 Utility Conflict SE Corner A2000 (Revised 6/3) LS $ 457.99 1 1.00 1.00 $ 457.99 $ 457.99 30 Pipe Repair West Side (Revised 6/3) LS $ 361.10 1 1.00 1.00 $ 361.18 $ 361.18 31 10` Concrete Pavement (Revised 6)3) LS $ 7,754.96 1 1.00 1.00 $ 7,754.96 $ 7.754.96 32 Park Lot Casting Switch to Neenah R- 1878 -B7G (Rev 6/3) LS $ 463.88 1 1.00 1.00 $ 463.88 $ 463.88 $ - 0 - $ $ TOTALS $ 22,218.66 $ 343,509.57 Contractor's Affidavit: I hereby certify that all previous Progress Payments received have been applied to discharge In full all of my obligations for prior progress payment applications. By: Approved By: Approved By: Signed Name, Title Date Resident Engineer Date Project Manager, City of Carmel Date Page 2 of 2 This Estimate To Date Actual Value of Work: $ 22,218.66 $ 343,509.57 Retainage Reduction $ 24 050.00 Total Earned and Stored: $ 46,268.66 $ 343,509.57 Less Retalnage: 3 Less Previous Estimates: 3 297 240.91 Amount Due: $ 46,268.66 3 46,268.66 Bld Amount: $ 345,000.00 Current Contract Amount: $ 345,000.00 through CO No. 000 Percent Complete: 99.57% Balance: $ 1,490.43 Steve Milbourne From: Travis ctravism @utilpipe.com> Sent: Wednesday, December 18, 2013 12:14 PM To: smilbourne @morpheyconstruction.com Cc: Jay Schell; 'Alex Hauck'; Eric Bailey Subject: RE: Carmel Water Line Restock. Fee Attachments: SKMBT_22313121811540.pdf Steve, I have attached a copy of all of the credits for the Carmel job. It looks like we only charged restock fees on the non -stock items at a rate of 10 percent. On the casing, our vendor would not take it back, so we put it on a consignment list and will give you credit when we resell it. Let us know if you need anything else. / you, Travis Mobley Inside Sales Utility Pipe Sales P: 317-224-23001 D: 317- 224 -2312 F: 317 -224 -230 travism @utilpipe.com 1 www.utilItypipesales.cam MORPHEY CONSTRUCTION JobName: Task: Carmel Parcel 7C -6 Ditch Piping Valve installation w, :I:., :;: r� T44 1 Z7 4Y uv .a f f, - f'?:x.'"LABOR. AA; �'i�.s,F 3, ,^-. °!14 a r e:1 SIB. �'. r �e... f� rF . ,. .4144.41 ":.6'4Si Zac:;3 irit f: 2= , c,...'�i`PACr -. EQUIPMENT nH a e:;,! 7r r_9!i �r ;IL.4: , �. f , z S� fll rs.•!p CODE DESCRIPTION RATE HOURS REG O.T. OT Rate TOTAL Total Labor $ CODE TYPE Hour RATE Hour + Hours Total8 Total$ - -_ Foreman 50.00 -- 1.00 - - - - -- . -_tom .00 75.00 1.00 50.00 Backhoe 40.00 1.00 - 40.00 Laborer 40.00 2.00 - 60.00 2.00 80.00 Truck 12.50 1.00 - 12,50 - - - -- 130.00 Total Equl•ment - 52.60 :+45.4,- = :i,4..'P4W4CS ;`i:Y . "VSUBCONTRACTORS; 7 H:.: a- .74e.W;t T: ;;:rti*x;x ..ti :- A 7 :q_:,_- ii'+.¢.?^Li...v .£% ::: MATERIAEI t :.,.'>r::r;tv?ie.i ?:F'7.:� ..:. ^: CODE DESCRIPTION RATE - -- TOTAL Totals CODE Description RATE QUANTITY TOTAL Total$ - -- -- - - - - -_tom .00 - -_ 6.00 - - ire:. T 7. , .4 :211Ffht -tr- :_arti ,;':t .4.0THERit 'i:&.T%'"zz:.f.`t", :,• :ki ;.:: CODE DESCRIPTION RATE INV. 11 WHO TOTAL Total $ Total Other Date: G_1el-,c/ MORPHEY CONSTRUCTION Labor , $ 130.00 OHBP @ 20% $ 26.00 Total Labor $ 156.00 Material $ OHBP @.12% $ Total Material $ Grand Total 214.80 UNIT PRICE Equipment $ 52.50 OH8P@ 12% $ 6.30 Total Equipment $ 58.80 Subs 10% @ 3000 7% @110.00 Total Subs C Rio $ $ $ s MORPHEY CONSTRUCTION JobName: Task: Carmel Parcel 70 -6 Ditch Piping JJYt Valve Load aeaf s t' Y L'"- e....x,. ".7SUBCONTRACTORS±4s.' �,�� !. <a,r ^v`x. b""... •n�h',Sr±'' ,h. ,TV_ LABOR ail•. iP,�. Mz.J. 26E1` +.u,. 'f, r "rcr . r -„ rl�. �',:3 n. rx :�..`?, ? »*'r, .M EQUIPMENT. ,x,» T..i: CODE DESCRIPTION RATE HOURS REG O.T. OT Rate TOTAL Total Labor$ CODE TYPE Hour RATE Hour- + Hours Total $ _�- _� - -- - - 475.00 - - - -- - '.- Foreman Laborer 50.00 0.25 75.00 0.25 12.50 Backhoe 40.00 0.25 - 10.00 40.00 0.50 60.00 0.50 20.00 Truck 12.50 0.25 - 3.13 - - -- _ - _ 31.50 13.13 aeaf s t' Y L'"- e....x,. ".7SUBCONTRACTORS±4s.' �,�� !. <a,r ^v`x. b""... •n�h',Sr±'' ,h. ,TV_ em '�. , ,t ...P.i ?M Y�a,1 .1,'r ±:MATERIAL ^h:67'? ± r 4::a e .t ^ : } CODE DESCRIPTION RATE -_- TOTAL Total$ CODE Description RATE QUANTITY TOTAL Total$ _�- _� - -- - - 475.00 - - - -- - - 636.00 - - &.OTHER ! i;: CODE DESCRIPTION RATE INV. A WHO TOTAL Total $ Total Other Date: i MOFirPREY CONSTRUCTION Labor $ 32.50 OHM" @ 20% $ 6.50 Total Labor $ 39.00 Material $ OH&P ©12% $ Total Material $ Grand Total 53.70 UNIT PRICE Equipment $ 13.13 OH&P @12% $ 1.58 Total Equipment $ 14.70 Subs 10% @ 3000 7% @ 110.00 Total Subs JobName: MORPHEY CONSTRUCTION Task: Carmel Parcel 7C -6 Ditch Piping 18" Sleeve Load .rai'h;CA6ORv,1" :;w^3* :Pl. . ,— " -•..,n t...w. -' ,y;SUBCONTRACTORS,";fixs* .c"^t:.r'i.� ta« ":,.._:a: �,v.nx i� s",..d, .tiu�sy v w?`t."hri e,r5-= .��caMATERIAL:T;:' "` i.'1::.0 t., - EQUIPMENT ..3 ,..5 .t:..i„ • i. -' CODE DESCRIPTION RATE HOURS REG O.T. OT Rate TOTAL Total Labor$ CODE TYPE Hour RATE Hour + Hours Total $ - - -EMS 11111.1111 - -- 11111.11111 - - -- 475.00 - - - - _- 636.00 1111111111001111.11n1111111111111111111111111111.1111.111. Foreman 50.00 0.25 75.00 0.25 12:50 Backhoe 40 00 0.25 - 10.00 Laborer 40.00 0.50 60.00 0.50 20.00 Truck 12.50 0.25 - 3.13 Mini 32.50 13.13 �� ,— " -•..,n t...w. -' ,y;SUBCONTRACTORS,";fixs* .c"^t:.r'i.� ta« ":,.._:a: �,v.nx i� s",..d, .tiu�sy v w?`t."hri e,r5-= .��caMATERIAL:T;:' "` i.'1::.0 t., CODE DESCRIPTION RATE -__ TOTAL Total$ CODE Description RATE QUANTITY TOTAL Total$ - - -EMS 11111.1111 - -- 11111.11111 - - -- 475.00 - - - - _- 636.00 1111111111001111.11n1111111111111111111111111111.1111.111. - MOM MIMI CODE DESCRIPTION RATE INV. # WHO TOTAL Total $ Total Other Date: MORPHEY CONSTRUCT!ON Labor $ 32.5o OH &P @ 20% $ 9.50 Total Labor $ 39.00 Material OH &P @ 12% Total Material $ $ Grand Total 53.70 UNIT PRICE Equipment S 13.13 OH &P @ 12% S 1.58 Total Equipment S 14.70 Subs 10% @. 3000 7% @ 110.00 Total Subs 5 $ $ Steve Milbourne From: Boone, Tiffany <tboone @carmel.in.gov> Sent: Friday, May 30, 2014 4:30 PM To: Steve Milbourne < smilbourne @morpheyconstruction.com> ( smilbourne@ morph eyconstructio n.com) Cc: Duncan, Gary R Subject: RE: Carmel Parcel 7C -6 closeout documents Water Main Changes /Costs Steve, We have reviewed these items and have the following comments: Water Main Changes (WDC No. 1) - It does not appear as though equipment and labor credits have been included for the materials not installed (i.e. the valve and poly sleeve). I have talked with Brett Ransford with Carmel Utilities and Gary and we do not need the material for the sleeve either. Deletion of HMA Pavement - Addition of Concrete Pavement (WDC No. 5) - I need some clarification /justification on the HMA credit. The schedule of values for the project had indicated $4000.00 for HMA. Pavements. I do not see a full credit for this amount only partials? Can we get a clear cost breakdown justification for this one? Also please include an invoice for the dump fee. For all of the extra items it appears as though you are using a straight 20% increase for overhead and profit, with the exception of the subcontractor items. We typically use INDOT standards for these percentages on our infrastructure projects. Those are shown in Section 109.05 Payment for Extra Work in the INDOT Standard Specifications. The percentages are 20% for Labor, 10% Bond and Insurance, 12% materials, 12% equipment, and 10% for the first $3000 - 7% thereafter for subcontractors. Please revise these accordingly for all items or explain why these percentages were not used. If you have any questions or would like to discuss this further please let me know. Thanks, Tiffany From: Steve Milbourne [mailto: smilbourne@ morpheyconstruction .comj<mailto:[mailto: smilbourne@ morpheyconstruction.coml> Sent: Thursday, May 29, 2014 9:02 AM To: Boone, Tiffany Cc: Duncan, Gary R Subject: RE: Carmel Parcel 7C -6 closeout documents Water Main Changes /Costs Tiffany, Have you had time to review the last submittal /final $ talley for this job? I know you know the drill, but we need to establish final contract value and get the final change order completed before we can get maintenance bond,.... Steve Milbourne From: Duncan, Gary R cgduncan @carmel.in.gov> Sent: Friday, October 11, 2013 9:51 AM To: Steve Milbourne Cc: Boone, Tiffany; Machala, Dave Subject: FW: enrgy center prints Attachments: SKMBT_C55013101108500.pdf Steve, some changes from the water department. Would you work up a price to make the change and submit a formal RFP? From: Cook, Steve L Sent: Friday, October 11, 2013 9:05 AM To: Duncan, Gary R; McBride, Mike T; Duffy, John M Cc: Pace, Paul V; Ransford, Brett Subject: enrgy center prints Gary: The following attachment is a P.D.F. of the relocation plan 3`d Ave S.W. at the energy center ( there is 1 valve that needs -: to be deleted, the sleeve needs to be poly not P.V.C. as shown, and 1 hydrant and valve assembly that needs to be moved) this is a follow up to the e -mail sent to you from Penny Daley on Sept. 04,2013. The materials information looks fine also. Thanks in advance for any reply: Steve Cook Carmel Water 3450 W. 131" Street Carmel In. 46074 Office (317) 733 -2855 Fax (317) 733 -2053 UTILITY RELOCATION PLAN Ol— LAYOUT PLAN NOTES: LAYOUT GENERAL v., n UTILITY GENERAL NOTES• SITE LAYOUT PLAN IA 01. •-mUTILITY PLAN KEY NOTES LEGEND SITE SECTION 5- SITE SECTION 1niH —i sire YJ 0 PLAN 8 SE 811 Callbeiaelvo C200 2013.00320 '``'" v cvwv �— Y` P,,.r r.rR rt . 1—` J��w nowu- r.ouu;�yy.5 ,,r wuscpnc: i as.oJ t, SITE SECTION 5- SITE SECTION 1niH —i sire YJ 0 PLAN 8 SE 811 Callbeiaelvo C200 2013.00320