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C2012-279 - 8/28/2012 - Approved
a n � 05/18/2012 11:37 FTP 4 ScannedDocs RJ001/00-t gMANGE ORDER Department of Engineering Services City of Carpus Christi, Texas CHANGE ORDER NU 8 FUNDINGSOURCE_ _CityoFCorp=Christi CONTRACTTIMI3: ° 397 Operating Department of Christi DATE: May 15, 2042 Name of Project Staples Street ADA PrgjPo - Staples St from 1-e rd Street to Six Points (Pmiect No„ 6300 Contractor. Safma Insurance Company ofAmerican CHANGE ADD Additional Days for time given to Bonding Company to cotaplete work left 50.00 by SW and to invrstigate, negotiate, coordinate, and close the project, including time Ober substantial completion of the work (PCO 35A) Sidewalk Improvements along west side of Staples 37R,4%.U0 from Lipan to Leopard (in fi of City Hall) (Completed), EXHIBIT "A" (IPCO 35) Additional 55 IF of 24" RCP for new trunk line extension at Laredo 58,350.00 and Staples from Sta 59+69 ta.59 +71 (Completed) EXMIf "13" (FCO 36) Provide new pipe penetration and patch existing opening at sorb inlets at Sta 104-30 and Station 9+60 at Booty Street. Ej�=T'C" $1,980.00 CO #1 -- Addl Rental Time of Steal Plates at KRIS 11 mos at $3,465.00 CO #4— Overran of 4 L.F of 18" RCP at MTWU (Completed) ES{MWr 'D" $330 -88 Extend 481F of 12" RCP at Elizabeth and Staples. E:XH]13rf "E' S21,000A0 Install additional Delectable Walling Surface at 9 Ramps, namely, at $4,800 -00 SW Caldwell, MW Musset, SW Mmset, SE Kinney, SE Marguerite, NE Hancock SE Hancock, NE Laredo, NW Park for 64 SF ® $751SF EXMBrr T" Reconstruct Cwb Inlet Tops with MH openings at canter of C1 top slab 5131,010.00 63 Inlets @ S1,830JEA and 4 Q 53,9301F. EXHIBIT "G SEE ATTACM R4T FOR CHANGE ORDER t18 Adjustments for Undeyruu items 4S24,059.25 Adjustments for OvaTim Items $309,786.61 Total $281,019.24 ✓ Change Orders I through 7 total amount $999,999,02 change necessary? (It left of the plans to A CONTRACT PRICE B. TOTAL CHANGE ORDERS (me. current) C. NEW CONTRACT PPJCE D. AftS CHANCE ORDER E. PERCENT TOTAL CHANGE (WA) F. PREVIOUS TIME AIITI ORtZEA G. ADDN'L CO?;TRACT TIME TWS CHANGE ORDER IL TOTAL ADDITIONAL. TIME CITY OF CORPUS II EXAS Di for En APP VED acing Department Air. ormanagement & Budget 2012-279 ; Department 8128112 M2012 -159 Safeco Insurance Company explain why ?) Add Calendar Days 790 5 4 I z 3 145 950 f le All l 97.02 V J 397 950 r 1.347 CONTRACTOR l3Y 5A w 'ttrA Title: d5 101e G.C,Art M 5 5 PF�C 1 /1(sl 'y. - .�.. -.. �.... .. ............ ..aw ..w w.vww [u auc .vau[c. ADAIMPROVEMENTS STAPLES STREET FROM LEOPARD TO SIX POINTS CORPUS CHRISTI, TEXAS PROJECT NO. 3600 PART A-- ORIGINAL CONTRACT PRICE PART B - APPROVED CHANGE ORDERS CO #1- Televise & Partial Cleaning of 6x5 RCB; Rental Plate CO #2- Remove/Replace Forms. ResawlRemove Asphalt CO #3 --Demo Raii Slab; Remove Studio 57 Canopy: Remove & Replace Bus Pad at 75 +33 CO #4 -Storm Line Improvements in front of KRIS CO #5 -Hot Mix Material Substitution (No Change in Price) CO #6-- Additional Cal Days added to Contract CO 47 -- Approval to various SLC PCO's 3A -34 TOTAL CHANGE ORDERS $4,545.25 $2,617.86 $6,458.31 $81,297.92 $0.00 Material Subsitution $0.00 Adds 117 Cal Days to Contract Time $105,079.68 PART C- PENDING CHANGE ORDERS Pending CO #8 (Not Issued) SLC PCO #35A-Sidewalk at City Hall SLC PCO #35- -Add'I 24" RCP installed in Feb'10 SLC PCO #36- -Broke out sides and patched 2 inlets $2,826,066.92 $199,999.02 completed $24,456.00 For work items not in bid proposal (stone aggre SW) completed $8.250.00 completed $1,980.00 CO #1 item 2 -Add'I Rental Cost for Steel Plate at KRIS CO #4 Item 9-- Overrun of 4 LF of 18" RCP at $82.721LF CONTRACT ANALYSIS Prepared 5/9/2012 Prepared by: R. Martinez completed $3,465.00 Rental of Steel Plate for 11 Months @ $3151Mo completed $330.88 Install additional detectable warning surface at 9 Ramp locations, namely SW Caldwell ( #159), NW Mussel ( 4156), SW Musset ( #155), SE Kinney ( #151), SE Marguerite ( #139) NE Hancock ( #122), SE Hancock ( #121), NE Laredo ( #148), NW Park ( #134) 64 SF @ $751SF Not done $4,800.00 Work to be performed by Garrett Const EM tend 48LF of 12" RCP at Elizabeth and Staples completed $21,000.00 Reconstruct Curb Inlet Tops with MIT opening at center 63 small inlets @ $1,8301EA 4 large inlets @ $3,9301EA Not done $131.010.00 Work to be performed by Garrett Const SUBTOTAL PENDING CO's $195,291.88 PART D-- UNDERRUNS ITEMS Unit Plan Quantity to Diff in Price Quantity Date Quantity Total Al Remove Concrete Sidewalk, SY $10.56 9613 9,318.64 - 294.36 - $3,108.44 A2 Remove Concrete Driveway, SY $10.56 4,286 3,900.06 - 385.94 - $4,075.53 A5 Sodding for Erosion Control,SY $5.28 205 0100 - 205.00 - $1,082.40 A7 Flowable Bkfill (Fill in piipe to be abandoned) CY $145.20 48 0.00 0.00 $0.00 Note 1 A8 Trench Excavation Protection, LF $1.32 3292 3,085.00 -207 - $273.24 A9 Drilled Shaft ( Traff Sig Pale) 24 ", LF $496.80 6 1.00 -5 - $2,484.00 Al l Rail (PedesWan), LF $85.80 85 58.00 -27 - $2,316.60 Al2 RC Pipe (CL3) 38" Precast, LF $82.72 2532 2,280.0 -252 - $20,845.44 Al Inlet (Compl) (Curb) 8 ft, EA $4,356.00 73 71.00 -2 -$8,712.00 A15 Adjust Manhofes, EA $990.00 4 2.00 -2.00 41,960.00 A18 Bus Slop Combination Rench & Sign Post, E.A $8,580.00 7 5.00 -2.00 - $17,160 -00 A19 Remove Structure (Inlet), EA $660.00 53 50.00 -3.00 - $1,980.00 A20 Mobilization, LS $316,800.00 1 1.00 0.00 $0.00 A21 Barricades, Signs & Traffic Handling, MO $9,240.00 9 9.00 0.00 $0.00 A22 Sandbags for Erosion Control (12"), LF $7.92 1824 1,032.00 - 792.00 - $6,272,64 A23 Colored Textured Concrete, SY $66.00 97 95.26 -1.74 - $114.84 A24 Concrete Curb Ty A Header Curb, LF $7.26 6845 3,693.72 - 3,151.28 - $22,878.29 A28 Ramp at Buildng Entrance, EA $1,980.00 18 17.00 -1 - $1,980.00 A29 Special Ramp at Building Entrance, EA $2,640,00 3 1.00 -2 - $5,280.00 A33 Ins SM Rd SN Sup & Am (All Signs), EA $642.85 37 31.00 -6 -$3,857.10 A34 Reloc Sm Rd Sn Sup & Am (Gust Signs) $725.65 8 8.00 0 $0.00 A35 Reloc Sm Rd Sn Sup & Am (Bus Stop), FA $717,60 11 11.00 0 $0.00 A36 Prefab Pav Mrk Ty C (W) (12 ") (SLD), LF $5.75 3240 0 -3240 - $18,630.00 Note 2 A37 Prefab Pav Mrk Ty C (W) (24 ") (SLID), LF $10.35 3986 0 -3986 - $41,255.10 Note 2 A38 Elim Ext Pav Mrk & Mrks (12: "), LF $1.73 3764 0 -3764 - $6,511.72 Note 2 A37 Elim Ext Pav Mrk & Mrks (24: "), LF $3.45 4572 0 -4572 - $15,773.40 Note 2 A40 Ins of Roadside Flashing Beacons, EA $8,481.25 2 2.00 0 $0.00 A41 Re[oc Traff Sig Pole, Dual Mast Arm, EA $2,226.41) 1 0.00 -1 - $2,226.40 A42 Reloc Traff Sig Pole, Single Mst Arr $6,422.75 14 13.00 -1 - $6,422,75 1 of 3 A43 Removal of Control Cabinet (Grnd Mnt), EA A44 Install of Control Cabinet (Grnd Mnt), EA A45 Hedge Protection, LF A46 Tree Protection, EA A47 Sidewalk Drain wt Steel Cover, LF A49 8 "x45 Degree 01 Bend, EA, A50 12'x45 Degree DI Bend, EA A51 16 "x45 Degree DI Send, EA A52 6 "SDR 26 PVC, LF A55 Water Main Pipe (8" Dt Pipe), LF A56 Water Main Pipe (12" DI Pipe), LF TOTAL OF UNDERRUN ITEMS PART E - OVERRUNS Items A3 Remove Conc Curb & Gutter, LF A4 Remove CNIC Wheelchair Ramp, SY A6 Cut, Remove& Restore Fix Pvmt (12 "),SY A10 Drilled Shaft (Traff Sig Pole) 36 ", LF A14 Manhole Precast Conc, EA A16 Adjust Inlets, EA A17 Adj MH (Wtr Meter & Gas Valves),EA A25 Conc Curb & Gutter 6" Reinf, LF A26 Driveways (Concrete) 6", SY A27 Remove Existing Tiled Sidewalk Surf, SY A30 Conc Sidewalk (Wheelchair Ramp), SY A31 Concrete Sidewalk (5 "), SY A32 Ground Box (Type A) w/ Apron, EA A48 6 "X45 Degree DI Bend, EA A53 10" SDR 26 PVC, LF A54 Water Main Pipe (6" Dl Pipe), LF A57 Water Main Pipe (16" DI Pipe) , LF A58 Remove & Salvage Fire Hydrant, EA A59 Install New Fire Hydrant, EA $1,079.85 1 1.00 0 $0.00 $7,194.40 1 1.00 0 $0.00 $6.60 158 0100 -158 - $1,042.80 $330.00 18 6.00 -12 - $3,960.00 $85.00 185 185.00 0 $0.00 $150.00 20 16.00 -4 - $600.00 $300.00 96 76.00 -20 - $6,000.00 $600.00 8 8.00 0 $0.00 $76.56 20 0.00 -20 - $1,531.20 $118.80 100 95.00 -5 - $594.00 $139.92 480 372.00 -108 - $15,111,36 18.00 $3,682.80 8.00 3.00 4224,059.25 Note 1: Work will be performed by BC Nate 2: Work was never done Unit Plan Price Quantity $3.30 10,110 $10.56 19 $39.60 5,092 $447.35 182 $2,706.00 40 $990.00 13 $429.00 101 $14.52 10,346 $36.96 3,143 $26.40 189 $48.40 1,343 $29.04 8,774 $977.50 24 $110,00 12 $84.48 60 $108.24 60 $204.60 40 $528.00 5 $3,960.00 5 TOTAL OVERRUNS SUMMARY PART A- ORIGINAL CONTRACT AMOUNT PART B- APPROVED CHANGE ORDERS PART C - PENDING CHANGE ORDERS PART D - UNDERRUNS PART E - OVERRUNS TOTALS PARTS B THROUGH G ONLY Quantity to Diff in Date Quantity Total 11,954.11 1844.11 $6,085.56 32,90 13.90 $146.78 8,274.96 3182.96 $126,045.22 211.00 29.00 $12,973.15 41.00 1.00 $2,706.00 26.00 13.00 $12,870.00 111.00 10.00 $4,290.00 14,754.20 4408.20 $64,007.06 3,729.87 586.87 $21,690.72 197.70 8.70 $229.68 1,532.65 189.65 $9,179,06 9,191.96 417.96 $12,137.56 37.00 13.00 $12,707.50 15.00 3.00 $330.00 65.00 5.00 $422,40 123.00 63.00 $6,819.12 58.00 18.00 $3,682.80 8.00 3.00 $1,584.00 8.00 3.00 $11,880.00 $309,786.61 Additions Deductions $2,826,066.92 $199,999.02 $195,291.88 - $224,059.25 $309,786.61 $705,077 -51 - $224,059.25 REVISED CONTRACT PRICE $3,307,085.18 :Percent Change 17.02 2of3 EXHIBIT "A" PCO 35A SIDEWALK IMPROVEMENTS NEXT TO CITY HALL SLC CONSTRUCTION, LLC. P. O. Box 639 Conroe, Texas 77035 March 31, 2010 Mr. Ricardo Martinez, PE Martinez, Guy & Maybik, Inc_ 6000 S. Staples, Suite 207 Corpus Christi, Texas 78413 Re. ADA Project - Staples from Leopard Street to Six Points CSJ 0916 -35 -129 (MGM Job No. 3540801) Potential Change Order - Request for.Proposal for .Sidewalk Improvements at Bus Stop Canopy along the Staples Street Side of City Hall as per RFP No. 3, Corpus Christi, Texas POTENTIAL CHANGE ORDER NO_ �A- Dear Mr. Martinez: Below is the completed price for the proposed revised sidewalk improvements along the Staples Street side of City Hall from Lipan (Sta 79+04) to Leopard (Sta 86+00). as depicted as per RFP No_ 3_ Please be advised that the rest of the work items for increased sidewalk areas, liner footage of curb and gutter section (for demolition and proposed), and extra driveway quantity will be paid for as per the unit prices contained in the original bid proposal_ The project specifications and construction plans for the work items described below shall apply_ Construct 268 square yards of new concrete sidewalk having an exposed stone washed aggregate finish (to match the existing finish) including furnishing and installing reinforcing steel, dowel bars, expansion joints, contraction joints, complete in place. 268 SY at 72.00 /SY = $ $19,296.00 March 31, 2010 Mr. Ricardo Martinez, PE Page 2 Remove landscaping curb, backfill void, and compact soil area pior to sidewalk construction., complete in place 160 LF at _ $29.40 /LF = $ $4,704.00 3_ Furnish and instatl Detectable Warning Device on curb ramps, complete in place 24 SF at 19.00 /SF = $ $456.00 Contractor shall construct a small portion of sidewalk with the exposed stone wash aggregate for inspection and approval prior to starting the special sidewalk construction TOTAL FEE PROPOSAL FOR THIS POTENTIAL CHANGE ORDER $24,456.00 ADDITIONAL CALENDAR DAYS TO BE ADDED TO THE CONSTRUCTION CONTRACT (if applicable) 5 CONTRACTOR CERTIFICATION SLC CONSTRUCTION, LP WILL PERFORM THE WORK AS DESCRIBED IN THE RFP NO. 3 FOR THE TOTAL FIGURE SHOWN ABOVE_ ALL OTHER WORK AS REVISED PER SAID RFP PLANS SHALL BE COMPLETED PER THE BID ITEM UNIT PRICES CONTAINED IN THE ORIGINAL BID SCHEDULE. n 3/31/2010 Contractor Date SEE DETAILS CURB RAMP 168 20.0. 1022' CONC. SIDEWALK 156,4' CONC. SIDEWALK PROPOSED CONC SIDEWALK EXIST, DRIVEWAY CURB & GUTTER--' Z4 CITY K� PARKWC LOT E j 0 X PROP. 8' CURB INLET (FROM ATM MACHINE) EXIST. PARKING LOT CURB & CVTTER o w (ALREADY IN PLACE) Typ, LIMITS OF NEW ROPOSED 5' CO C.J. Ci 0 S' D.C. NC, C J. 0 5' O.C. 0 30' VAX l E.J. < CONC. qc. SIOEWALK TYP. SIDEWALK AND DRIVEWAY r(P. n ... .... ............. ........................... ........ ..... ............. ...................... ............. ................ 0 + o ................................................ - ... .............. .... ........................... .. ........ .............. 0 I RAMP J. 0 PROP OSED FADE-OUT CURB 6 6.5' 6.5' 6.0 REMOVE & REPLACE �_p I UP OF GUTTER 1 CURB & GUTTER _ 20.0' 1 14.4' 81.3' 1� 0 29.0' 227.8' — - - - - - - - - - - - - - — 80+00 --- LVR%f BASELINE n SIDE OF STAPLES ST. CITY RAL4 PARKING LOT CITY HALL PARKING LOT 73.1' PROP. COMO. SIDEWALK k FIELD VERIFY EXIST. JUNCTION BOX REMOVE EXIST. 6)ViDE it2lotep i ADJUST TO SURFACE IF REO'D. OF 66.5' CONC, SIDEWALK 75� : CONC. HEADER CURB �4.6' 98' 7 :. ".. qs. I EXIST. up& % ALL CXIST� TREES 4 fl-17. ma in INLET TO RCAA;d wo swu �cs (MrSTINA ST.) guspis TO Rf"N rp ff� L[MiTS OF PROP .. .............. . (14T. fWA WO 60' PAJ KiNG DRY?Y i 1.0 i CONC. SIDEWALK SIDEWALK . ............. RICAROO MARTI Z � n (Inr, w MCA a=rcs % ...................... ............ ........... . ........ .. ri ui 0 nl r= J 7 " cc .... ....... ... 7 ZI U m CIA Mcrthe� I Guy & (-') —�N ! 4= 2 �i REMOVE & REPLACE CURB & CUTTER o _ r. (..) 0 ...... muY � 10' ° r ' . AND SIDEWALK Texas Department of Transportation IMST. CURB INLET ®1007 by. UAS VPARNEH IRMVMTAn0H &L �� RESM. + 12'AC w— TO REms 6 ffr OF CORPUS CHRISTI (ABANOONCO) STAPLES STREET ADA IMPROVEMENTS PROP. 8' \ LPROP. 2'x4' DETECTABLE PROP. 2'x8' DETECTABLE C U RB INLET 8 +Qo WARNING ONCE �YARNIHG DEVICE 84+00 WEST SIDE CURB & SIDEWALK "PUG FROM LIPAN ST. TO LEOPARD ST. 11 w I OF 4 j nu 0�i ' WEST SIDE OF STAPLES ST. 14ti rkmq "MCI 4 ncx p CRP 6 STP 2006 595 ]All 45.7' EXPOSED AGGRE 5,4' CONC. SIDEWALK 4' 3.3' IYP. Imo, ON rrrvk��•: 7C w LCCAT4N OF PROP EXPANSION J064fS 119.4' EXPOSED CONIC. AGGREGATE _ ,• _ sU RVLY BASELINE - + 12 AC w + + w (ABANDONED) 61.2' w 27.9' 86 +00 l2 "PVC WEST SIDE OF STAPLES ST. SCALE: I" = 20' -0" RICARDO MARTINEZ ...... ............................... ,T'-. 58265 : "M FI RECISTpWII 0- -1415 C", / 5tluclurd E g$n.,ring MkrTSle2 1000 i TI 4 n. 341 c, .., & 1140 Nayl�k ham. Texas Department of Transporfafron C 2007 OF T14 p Altrp p mul3PORrA1fOH CITY OF CORPUS CHRISTI STAPLES STREET ADA IMPROVEMENTS WEST SIDE CURB & SIDEWALK FROM LIPAN ST. TO LEOPARD ST. 2 O A REBUILD 4 CITY HALL PARKING LOr Z4 ' 0 4'x5' GONG. 5.0'2 7,0' I5.0'5.5'l l 4 57• SwK, PADS 84.9' PROP. CONC, SIDEWALK 9.83' EXISTING RAMPS LIMITS OF NEW REMOVE EAST 6TYIOE =17 DEEP I 5.3 i LIMITS OF NEW TO REMAN CONC. SIDEWALK 5.4' CONC, HEADER CURB C &C !x SIDEWALK (RAMP IMPROVEMENTS j a TO 8E COMPLETED {0 EXIST. E.J) ADJUST ALL ON ANOTHER PROJECT I UMITS OF PROP. GROUND BOXES BY TxDOT - 1'1.........- ::,::. --N ........ ONC. SID S TR AFFI C I? I It i ;. L..:.....: ........................ -:::. _ •...:_ „ AL S EXI ! I CONTROL CABINET ? p 5.... 7.0. .. -. - -s. ' .. .....................:. ................ ......... . _ 4 1 9 S.D• N ���r CL N OISI IOKI ;IWX W? C1 mi a[�vn+s RP 5 PIP 006 595 Mu 1I•II -5009 COW I1 --i S[CI AC ianr . ..s: ',. •',' �:... U ..PROP. NE ............. ... . • .............................. :!! ADA RAMP PROP. RAMP 6,4 ALL EXISr. COLUAfNS REMOVE & REPLACE J'6 OOWEL5 x 18" L6. O l8'O.C. IS POLE ALIGNMENT .............. TYP TO WWI CURB & GUTTER AT ALL EXPANSION JOINTS, TYP, PC & cu0. Ox COMPACT SUBDRADE TO AND SIDEWALK IS cONTRay. 957 STD. PROCTOR DENSITY o n ..._ CABINET -- -_• - -' _ ............. OISI IOKI ;IWX W? C1 mi a[�vn+s RP 5 PIP 006 595 Mu 1I•II -5009 COW I1 --i S[CI AC ianr CITY u Tm z7y PARKING LOT CW PARKING LOT HALL EXIST. CURB & 0017ER� EXIST HEAVER CURB CITY PARKING HALL LOT 4.0 L 1.0' TO REVAfN TO Ot REMOVED DRIVEWAY --- ------- ------------------------------------- ---------------- - X Exisriso CURB MATCH 4 CUTTER To tc-38 2 ,44 X 4 1, 6.00 10.00 goo' REhWN SAYI-CUT LINE =J7. EXIST CONC. MATCH 37.71 37.66 [C=38.05 ..U� 87 J.4 12.80' .77 Tc. , 9 Cm 7. TO ?EMAJIY G=37, . . . . . ...... ------ -------- ---- ------- -- — ------ ------ -- ---- --- 37.90 k F7 70 c6 1 .90 H 37-82 N I La FJ 1 7. 6 — ---- ry _____ 1 __ ------- --------- -- ----- ------- J7.60 BOX BOX,— CONC. ow. m I 5.0 PROP, PRECAST 8 CURB INLET 1 PROP. ELEVATIONS @ (MES71NA ST.) PARKING LOT DRIVEWAY �. �Scar r �-,Tr (REVISED RAMP 170) EXISTINC CURB INLET TO REMAIN (MATCH ELM.) Clj I [Mlt TIN E2J ....... .. ;vy kiaybk t =0�t I= (mq -- Texas Deportmenj ol Tronsporto6on r(D IN7 61. WW KP R w TAm7wtam 2 CITY OF CORPUS CHRISTI STAPLES STREET ADA IMPROVEMENTS WEST SIDE CURB & SIDEWALK FROM LIPAN ST. TO LEOPARD ST. 3 Or 4 n Z►® 45,b8' i I� 5.4' 5.0' 1.5' 5.31' 10.6T 10.67' IO.bT �' EXPOSED AGGREGATE 6.4" 6.4' ;; CONCRETE SIDEWALK TOrRFMA1N 4'x5' CONC. 4.00' ;; z o TO REMAIN , SIYK. PADS -- -- - -- - -- o o z' , , - - - - -- --- - -- - - -- -- ' L h �CENTERUNf 00 7 SO " � E.J. 4: { , 1 0 '1� r w PROPOSED CURB & CUTTER EXPANSION EXIST CONC. COLUMNS L 1" CONTROL JOINT ALL JOINTS TO REMAIN AROUND ALL COLUMNS STAPLES ST. EXPANSION JOINT LAYOUT UNDER CANOPIES TYPICAL SCALE.' — 1"= W -0' REMOVE TOWARDS STAPLES ST. EXtSC 6 HEADER CURB GRADE TO DRAW 5' CONC. SIDEWALK 2.OX MAX. CROSS -SLOPE THICKENED EOCE RESHAPE LANDSCAPED \l REINFORCING STEEL SEE S10EWALK DETAILS - FILL AREAS BY OTHERS 6" 1'- 2' SAND BEDDING 3 SIDEWALK DETAIL NOT TO SCALE 17.67 ' y 8J• ii i C =J6.26 U) 0 fY R LIMITS OF "XIST. PARKI C LOT — �� -»5'2� EXIST. XIST. CONSTRUCTION Me & G U ER , , I 0 W J CSC �� 1 MATCH EXIST. M4TCN 1 I X 12 IS CURB &CULT. rC -36.57 \ 36.75 ; Q C -J6,D7 E EX. rS COHI OL VERIFY E ii A FIELD VERIFY rO REMN INET 36.71 J' 27 5.00' y � y , 36. 8 3 .56 37.20 29, �' T7. 36.95 �].a, 3 .14 - 9 MP ft= k I I r---- ry J o F C =J6.26 U) 0 fY R m Pr 0 W J - --'-C =J6 -- --- G =36.35 \ =37. i 41 CUR! MfDPO1NT TC 31.23 C =36.73 36.71 76.6 L6.1 p' TCa37.1l G -J6.6) 1 1 6.00 5.00' 6.50' 9.82' PROP. RAM'S @ SW CORNER OF INTERSECTION CIA Guy & / Slrvelural Engineering DM,]Ctl Soda s S,.p.,. s,n. aor Ia50 ar.•,w7o IV4Oy01(, ham. rez 1�5 E5, -taro Texas Deportment of Transportation 0 rao7 Sr ATM o m+ jc naa CITY OF CORPUS CHRISTI STAPLES STREET ADA IMPROVEMENTS WEST SIDE CURB & SIDEWALK FROM LIPAN ST. TO LEOPARD ST. A OF A PSr M�15 ?% n MES N RP 6 S 595 - M4 min rw,.. ..., ......,... EXHIBIT `B" PCO 35 ADDITIONAL 55 LF OF 24 "RCP AT LAREDO June 1, 2010 Mr. Chris Clark SLC Construction P.O. Box 639 Conroe, Texas 77035 Re: ADA Project - Staples from Leopard Street to Six Points CSJ 0916 -35 -129 (MGM Job No. 3540801) SLCPotential Change Order No. 35 - Additional 24" RCP Dear Mr. Clark: Our office have review the aforementioned change order for the amount of $8,250.00 which concerned the following situation: Additional 55 LF of 24" RCP was required to connect along Staples from approximately Statio x x at Laredo and Staples Approved The 4 additional days being requested by the Sincerely however shall be reduced to 3 days. MARTINEZ, GUY & K, INC_ Ricardo Martinez, P Encl: SLC CO No. 35 cc: Mr. Kenneth Kaper PE, Construction Department Mrs. Jamie Pyle, RPLS, PE, Engineering Services L 4k w�' olleel� i" 0 LrLI SOUTH SIDE NORTH SIDE ti ili I I I I I I 1 LE INC. co. 32 19,323 r9,J23 S.STAPLES sT. RELOCATE EXIST. 16" PVC - WATERLINE. (FIELD VERIFY IF �� - - - - -' — 28.51 RELOCATION IS NECESSARY) JJ t_r -- - - -- r 1 T T. 1'�N CO. I 0 30q, OPE - - �__I ti PROP. ADDITIONAL 24" RCP, 60 LF ® 0.65% SLOPE, I` I FROM EXIST. STORM M.H. 12" STM y �I 59 +10 TO PROP. STORM M.H.} � O STA. 59 +71 - - -- — - -- —� �� 60+00 ->k- 10" SANS- '- -- - fE - -- -- _..�- -....... \ -x I _ 77 -X— -X— . - PROP. STORM MANHOLE STAPLES ST. ' ° ` �� i CONNECTING INLETS ` ` �` i 1 FROM STA. 59 +69 (W) W. INLET 28 AND 59 +74 (E) I ;TAPL£S 51. _Oi I �� ° REMOVE & RESTORE A x w OFFICE SUPPL75 222 N.STAPLES FLEXIBLE PAVEMENT i 28.69 0 LrLI SOUTH SIDE NORTH SIDE ti FL =2214 ` — A KLALIGNED WATERLINE 1 STAPLES ST. STA. 59 +10 TO 59 +71 SCALE: 1 "=40' H, 1 "=4'V (NEW) (ALONG CL OF STAPLES ST.) FIRM REGISTRATION NO. F -1415 Civil /Structural Engineering MC8'tinez, 6000 S. Stap4es, Sulte 2D7 . G uy & c. fe 61 Bt4- 3070txaa 79413 Maybik, In Ax (M) 991 -7970 "Texas Department of Tronsportotion If © 2007 by. TEXAS DEPARTMENT OF TRANSPORTATION W RIGHTS RESERVED CITY OF CORPUS CHRISTI SIDEWALK IMPROVEMENT STAPLES STREET STA. 59 +10 TO STA. 59 +71 iLE : DN: I CK: I DV. I CK: DST 0 REG FEDERAL AID PROJECT I SHEET REVISIONS CRP 1 6 STP 2006 595 MM 112a Q7 1 -19 -2010 COUNTY I CMTRMI SECT I JOB AY NUECES 10916 1 129 C5 ili i E 32 - 28.51 0 30q, OPE I EXIST. I` I 12" STM .i f PROP 18" RCP FROM W. INLET 28 I i 28.69 26 E2 STM EXIST. 12" W -- - — _ I -- -- - - -- EXIS I FL =2214 ` — A KLALIGNED WATERLINE 1 STAPLES ST. STA. 59 +10 TO 59 +71 SCALE: 1 "=40' H, 1 "=4'V (NEW) (ALONG CL OF STAPLES ST.) FIRM REGISTRATION NO. F -1415 Civil /Structural Engineering MC8'tinez, 6000 S. Stap4es, Sulte 2D7 . G uy & c. fe 61 Bt4- 3070txaa 79413 Maybik, In Ax (M) 991 -7970 "Texas Department of Tronsportotion If © 2007 by. TEXAS DEPARTMENT OF TRANSPORTATION W RIGHTS RESERVED CITY OF CORPUS CHRISTI SIDEWALK IMPROVEMENT STAPLES STREET STA. 59 +10 TO STA. 59 +71 iLE : DN: I CK: I DV. I CK: DST 0 REG FEDERAL AID PROJECT I SHEET REVISIONS CRP 1 6 STP 2006 595 MM 112a Q7 1 -19 -2010 COUNTY I CMTRMI SECT I JOB AY NUECES 10916 1 129 C5 SLC Construction, LP P O Box 639 EXTRA WORK ORDER Project Name_ ADA Sidewalk Improv. Owner City of Corpus Christi Description : Additional Work Date: 26- Feb -'10 Description Quantity Unit Unit Total Cost Cost 24" RCP 55 LF $ 150.00 $ 8,250.00 AAA Total $ 8 1 250-00 Notes: Potential Change Order # 35 Installed in month of Februa Additional Days Requested: 4 OwnerlEngineer EXHIBIT "C" PCO 36 Cl SIDE PENETRATIONS & PATCH OPENINGS OF MH AT BOOTY STREET June 1, 2010 Mr. Chris Clark SLC Construction P.O. Box 639 Conroe, Texas 77035 Re: ADA Project - Staples from Leopard Street to Six Points CSJ 0916 -35 -129 (MGM Job No. 3540801) SLC Potential Change Order No. 36 - Broke Out Side of Two Inlets and Patched Front Side of Two Inlets Dear Mr. Clark: Our office have review the aforementioned change order for the amount of $1,980.00 which concerned the following situation: Field adjustments were made with regards to proposed storm sewer at Station 10 +30 and 9-+-60, which required the breaking new inserts openings for RCP and patching existing openings. s, iss not and er The following decision has been made with respect to sai er: Please breakout the cost for the actual k Ing labor and equipment pricing to derive to the final price. Sincerely MARTINEZ, GUY & MAYBIK, INC. Ricardo Martinez, PE Encl: SLC CO No. 36 cc: Mr. Kenneth Kaper PE, Construction Department Mrs. ramie Pyle, RPLS, PE, Engineering Services M w V O e� 0. a O N .y 0 1. 'ED OPE L.,�I.j IL%ISI. 5 "SAND ' ST. SAN 12" STM 12' STM O STAPLES ST, STA, 9 +65 O STAPLES ST. STA. 10 +31 (SOUTH OF BOOTY ST.) (NORTH OF BOOTY ST.) x PREP 16 SEO PROPC WEST Ci SIDE ooi II + d N � � �0 mz FAST SIDE WEST Fh � SIDE :nzi II T o ,:�. ao�r 55 q - a II 10 h FF-- jr T r � -._._..PROF._ �� 341 OPE z 28 .. APPROX.29.70 �'�- ��.,•-�- ,-.. -� �w SEDE mz +� pov m?o c w I tl _ dm r '� jI x a SDUTH SIDE NORTH SIDE RC 35.0' ' 25.0' BC BD 35.0' 154 25.0' BC 33.0' 340' 1. 'ED OPE L.,�I.j IL%ISI. 5 "SAND ' ST. SAN 12" STM 12' STM O STAPLES ST, STA, 9 +65 O STAPLES ST. STA. 10 +31 (SOUTH OF BOOTY ST.) (NORTH OF BOOTY ST.) � PREP 16 SEO PROPC F . ® 35LF PRQPO 35 L 1.0R S n- L 1.0% LOPE 1.09 INN N 31.12 PROP. E0 r � -._._..PROF._ �� 341 OPE I 28 .. APPROX.29.70 �'�- ��.,•-�- ,-.. -� 8-11- `-} INTO NEW PROP. CL 60 I 1Y ST. _ 1 I4 MIKE t2" CAS 31.3 ' 1. 'ED OPE L.,�I.j IL%ISI. 5 "SAND ' ST. SAN 12" STM 12' STM O STAPLES ST, STA, 9 +65 O STAPLES ST. STA. 10 +31 (SOUTH OF BOOTY ST.) (NORTH OF BOOTY ST.) PRQA05£4 34 C1 1AR SLOPE . R. I ` N ' , � T9 INT9 NEVI P CL R9 BOOTY ST 31.44 I 31.5 -- _ `- JQ 31.00 1 � `?__ -._._..PROF._ WATERLINE WATERU 4E 28 .. APPROX.29.70 �'�- ��.,•-�- ,-.. -� �± �� E "!w\ Ell Mm 1 I4 MIKE M 1. 'ED OPE L.,�I.j IL%ISI. 5 "SAND ' ST. SAN 12" STM 12' STM O STAPLES ST, STA, 9 +65 O STAPLES ST. STA. 10 +31 (SOUTH OF BOOTY ST.) (NORTH OF BOOTY ST.) PROPOSED 16" R.C.P 32 LF 0.259 SLOPE TO MAIN INTO NEW PROP. MH CL 5001'Y ST. ® E%IST.� WA ER LNE V`CO 6" GAS {VERIFY DEPTH) 2. STAPLES ST. STA. 10 +31 (NEW) (NORTH OF BOOTY ST.) EXIST. 12" STM NOR7K S1DE 18" R.0 P t.OR SLOPE CAVTIOM EXIST. A.E.P. EXIST. GAS LINE CONDUIT (THIS IS AN UPDATED REPRODUC 101 OF DETAIL I FROM SHEET 151) O BOOTY STREET (EAST SIDE) STA. 9 +98 -10 +19 PoCARDO MARTINEZ r �;............, 58265:�� FIRM REGISTRATION F -1415 SCAtE: 1= 40' HOR2. NOTE: THIS SHEET SUPERSEDES SHEET 146 DATED 41/6/07 I ° = 4' VERT. PRQA05£4 34 C1 1AR SLOPE — - -_' -- ---- -- - - --- EXIST. 16 WATER LINE � T9 INT9 NEVI P CL R9 BOOTY ST 31.44 I 31.5 -- _ `- JQ 31.00 1 � `?__ -._._..PROF._ WATERLINE WATERU 4E 28 .. APPROX.29.70 �'�- ��.,•-�- ,-.. -� PROPOSED 16" R.C.P 32 LF 0.259 SLOPE TO MAIN INTO NEW PROP. MH CL 5001'Y ST. ® E%IST.� WA ER LNE V`CO 6" GAS {VERIFY DEPTH) 2. STAPLES ST. STA. 10 +31 (NEW) (NORTH OF BOOTY ST.) EXIST. 12" STM NOR7K S1DE 18" R.0 P t.OR SLOPE CAVTIOM EXIST. A.E.P. EXIST. GAS LINE CONDUIT (THIS IS AN UPDATED REPRODUC 101 OF DETAIL I FROM SHEET 151) O BOOTY STREET (EAST SIDE) STA. 9 +98 -10 +19 PoCARDO MARTINEZ r �;............, 58265:�� FIRM REGISTRATION F -1415 SCAtE: 1= 40' HOR2. NOTE: THIS SHEET SUPERSEDES SHEET 146 DATED 41/6/07 I ° = 4' VERT. SLC Construction, LP P0 Box 639 Conroe, Texas 77305 EXT RA WORK ORDER P (93 6) 441 -8088 F (936) 441 -8098 Project Name: ADA Sidewalk Improv. Owner: City of Corpus Christi Description : Additional Work Date: 8- Mar -10 Description Quantity Unit Unit Total Cost Cost Adjust Ixlets 2 EA $ 990.00 $ 1,980.00 Total $ 1,980.00 Notes: Potential Change Order # 36 Broke out side of two inlets and patched the front side of two inlets at STA 10 +30 and STA 9 +60 Additional Days Requested: 1 Owner /Engineer EXHIBIT "D" CO #1 & CO #4 ADDITIONAL COSTS FOR STEEL PLATE RENTAL & OVERRUN OF 4 LF OF 18" RCP Cjt" ' Curpus Christi Page 2 Sidewalk Accessibility Improvement Staples Street from [ eopard Street to Six Points 'I�if[� /f• ~ /�� Pro N o. 63 0 0 F Pro jec! o. 630 Project Pay Estimate City of Corpus Christi Sidewalk Accessibility improvement Staples Street from Leopard Street to Six Points CSJ #0916 - 35.129 Project No. 6300 Project Pay Estimate & Federal Order No. 4 . Stantpea APIA Prninrr Page 3 Quantity Previous f Quantity Underrun f Estimate ° I Amt. to Date Estimate I This Est. Quantity I to Date Paid This Est. I ai ly r.sz amovelDis ose existiM LF 681 50.00 $ 3,400.00 68 681 1 1 Hot Mix Material Substitution - no dollars 0.00 $ 3,400.00 100.0% $ 2 emovalD' existin rate inlets EA 4 $ 500,00 $ 2,000.00 4 4 �� 0.00 $ 2,000.00 100.0% $ 3 RemovelDis ose, existing modified Curb Inlet EA 1 $ 500,00 $ $00.00 1 1 0.00 $ 500.00 100.0% $ 4 Backfill voids within existing curb inlet & terminal $ . Subtotal - Change Order No. 7 $ 105,079,68 end of PCB's CY 56 $ 75,00 $ 4,200.00 56 56 0.00 $ 4,200.00 100.0% $ 5 Install 8' standard Curb Inlet EA 1 $ 4,356.00 $ 4,356.00 1 1 0.00 $ 4,356.00 100.0% $ 6 Install Junction Box EA 1 $ 15 000,00 $ 15 000.00 1 1 0.00 $ 15,00o.00 100.0% $ 71 8 9 1 11 Install Special Curb Inlet �Instali �RCP��� Install 13.5" special curb) utter EA �LF�2!6 LF 1 15 $ 17,500.00 156:00 $ 82.72 3 9.60 $ 50.00 $ 17,500.00 $ 16 848.00 $ 2,150.72 $ 5,425.20 $ 750.00 1 1 30 15 1 108 30 82 15 0.04 -4.00 0,00 $ 17,500.00 $ 16,848.00 2,481.60 $ 5,425.20 $ 750,00 100,0%1 100.0% 115.4% 100.0% 100.0% $ $ $ $ 2,178.00 $ 12 Extend existin 15" RCP LF 8 $ 250.00 $ 2,000.00 8 8 0.00 $ 2,000.00 100.0% $ 13 lExt end ex {stin 30" RCP LF 8 $ 271.00 $ 2 168,00 8 0.00 $ 2,168.00 100,0% $ 141 lAdditional Traffic Control LS 1 $ 5,000.00 $ 5 000.00 1 1 0.00 $ 5,00600 100.0% $ .+. --, - t,'-gje Uluei 110.4 ai ly r.sz lAdd 44 Calendar Days to the Contract Time rr1 '$ a1,tila.aU I ! l ra.Utl Change Order No. 5 - Staples ADA Project $ 105,079,68 1 11 1 1 Hot Mix Material Substitution - no dollars L $ 11 0.00 $ $ Subtotal - Change Order No: 5 � i � A ,, I $ �� Channe Order No. 6 - Staples ADA Protect AV I 1 I lAdd 44 Calendar Days to the Contract Time LS 1 $ 105 079.68 $ 105,079,68 1 11 01 L $ 105,079.68 1 100.0% $ due to Elevation Errors in the Construction Plans t2 AV I at Start of Project. 2 Add 28 Calendar days to the Contract Time for . Subtotal - Change Order No. 7 $ 105,079,68 CO 4 work involving re tacemenl of Strom line $ 105 079.68 $ at Sta. 54 +30 In front of KRIS Buildln 3 Misc. SLC Potential than a ofders 3A throw h 34 involving utility conflicts and other issues, which adds 18 additioanl calendar days to be added to the Contract Time plus.] /2 calendar days for each potential change order allowance e ar City) which adds another 17 catendar days 4 Weather dela s based an 9 -7 -8 of the Contract Documents that are beyond the exe acted rain days as per NOAA> 3umoral - mange urger No. t3 Valenear Days UNLY r n9.,,,ti rlrrl Id- 7 _ AnA o.. t-k 1 3 Misc. SLC Potential hq Orders 3A through LS 1 $ 105 079.68 $ 105,079,68 1 11 01 0.00 $ 105,079.68 1 100.0% $ 34 Involving utility conflicts and other issues. Exlensfon of Conlracl Time eravidedin CII Chan a Order No. 6. . Subtotal - Change Order No. 7 $ 105,079,68 $ 105 079.68 $ Construction I I MOH I:Slar0cwations T- 1 I I I ..f' ' - f I I 1.1.S 3.013, v3 EXHIBIT "E" EXTEND 48 LF OF 12" RCP AT ELIZABETH STREET Page 1 of 3 Main Identity From: 'Ricardo Martinez" <rmartinez @mgm- inc.com> To: "Kenneth Kaper" <Kenneth K@cctexas.com >; "Munther Shamieh" < Munther .Shamieh @hovsery ices.com> Cc: "Chris Henry" <Chris.Henry @hovservices.com >; "Jamie Pyle" <JamiePy @cctexas.com> Sent: Thursday, April 07, 2011 7:00 PM Su_b}est;�.Re: Curb Inlet at Northeast Corner of Elizabeth & Staples Munther, As we discussed this afternoon, I met with the Storm Department out in the field and we agreed that the work described under Option 3 should be undertaken with regards to fixing the storm sewer blockage at the NE corner of Staples and Elizabeth. The new 12" RCP will go from the curb inlet to the manhole near the center of Staples. e be e id not evised plans as issued to them on January 2010 which called for the subject 12" storm sewer to be connected to the new curb inlet and remain operable. However, it appears that the existing clay line had been fractured and partially collasped during SLC performance of their work. As Mr. Kaper stated, Garrett work will be included as a change order that is being prepared and forward to you. Please contact my office if you have any questions. Thanks. Richard Martinez, PE - - - -- Original Message - - - -- From: Kenneth Kaper To: Munther Shamieh ; Ricardo Martinez (rmartinezP mgm inc.com) Cc: Chris _Henry ; Jamie Pyle Sent: Thursday, April 07, 2011 4:05 PM Subject: RE: Curb Inlet at Northeast Corner of Elizabeth & Staples Munther: Proceed and we will add the change of $21,000 to the list of changes Richard is supposed to forward to you today! Thanks! Ken >> ftnther Shamieh > 4/7/ 2:40 PM >>> Richard /Ken — It is my understanding that City's Storm Department would prefer Option 3, replace line from inlet to manhole. Per Liberty Mutual Surety's instructions to us, we will need written approval from the City of Corpus Christi to proceed with this $21,000 work. Let me know if you have any questions regarding this matter. Thank you. Munther S. Shamieh HOV Ser 11122 Wurzbach Road, Suite 206 San Antonio, Texas 78230 Tel. No. 2101558 -7500 Fax No. 2101558 -7612 Email: munther.shamieh hovservices.com 5/17/2012 Page 2 of 3 DISCLAIMER: The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any review, re- transmission, dissemination or other use of, or taking of any action in re §lance upon, this information by persons or entities other than the intended recipient is prohibited. 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From: Munther Shamieh Sent: Tuesday, April 05, 2011 10:57 AM To: Ricardo Martinez (rmartinez @mgm- inc.com) Cc: 'Kenneth Kaper; 'Jamie Pyle' (3amiePy @cctexas.com); Chris Henry Subject: Curb Inlet at Northeast Corner of Elizabeth & Staples Richard, Please see attached report regarding the curb inlet at the northeast corner of Elizabeth and Staples St. We are requesting your expedited review and response that includes a recommended course of action. Additionally, please review the included options presented by Garrett Construction on page two of the report, and listed as follows: Option 1 - Remove and Replace 14 If of the existing pipe with 12" R.C.P. - includes setting up the traffic control, saw cutting the pavement, excavation, replacing the pipe, cement stabilized backfill, and concrete and asphalt repair. Option 1 is not to exceed $8,600.00. Option 2 - Remove and replace 30 If of the existing pipe with 12" R.C.P. to the manhole - includes setting up the traffic control, saw cutting the pavement, excavation, replacing the pipe, cement stabilized backfill, and concrete and asphalt repair. Option 2 is not to exceed $13,500.00. Option 3 - Remove and replace 48 If of the existing pipe with 12" R.C.P. from the inlet box to the manhole - includes setting up the traffic control, saw cutting the pavement, excavation, replacing the pipe, cement stabilized backfifl, and concrete and asphalt repair. Option 3 is not to exceed $21,000.00. We appreciate yours and the City's expedited response. 5/17/2012 - — — -+x L-STBRM- — PROP. STORM MANHOLE T/R =36.40 INV =31.10 tq 18" RCP ADDITIONAL 48 LF OF 12" RCP PIPE RELAYED FROM EXISTING STORM M.H. TO NEW CURB INLET G= 361.00 PROPOSED DRIVEWAY PROP: ` t STORM MH T R =36.27 I =30 A (INV = 31.20)( �? , \ 'h R W rill 2 LD m N I W f 2b � NIELD . G=35 VE .92 I I I I} I CONSTRUCT SIDEWALK AND RIFY} I I i III 1 I DRIVEWAY FLARE TO MATCH I I I EXI STING DRNEWAY 5.5 14.0' ! EXIST. CONIC. a I I 1 0, 1 7. 27. 1 DRIVEWAY CAUTION: I i I I M x EXIST, I MAX. t I EXIST. 12" VCP a N 4 GAS I I STORM SEWER L E LINE I I I I i TO 0.10% IN LOP JJ i i i I . 9.5 ' I EXISTING CURB INLET ® NW CORNER OF 7TH ST I I V loo- & ELIZABETH ST. 1 T_,(R =3 I W! 73 5 2.26 � IJ / }Y f �! � II NORTHEAST CURB RAMP 106 (T) SCALE STREET & ELIZABETH STREET SCALE = 1 " =10' " - STAPLES " n GRIND DOWN EXIST. HALF SQUARE FOOT ' "'�''_ CIIRi 13dt1 i INNV =31.14 € OF CONC. SURFACE TO MATCH PROPOSED _ 19.0' (LOCK) 14 i � I SIDEWALK ELEVATION 9 5.0' 5.4' .rr_ 6 POLE TO L RE T N - '% ielCf 1' EXISTING 0 - IC PT h le E ~ ca T J .. PROP. 12 "PVC STORM SWR. CONNECTION I �.* EXIST. SIGN CO LUMN BASE PLATE TO REMAIN P i I REPLACE NEW SHALLOW CURB INLET t L - PROP: ` t STORM MH T R =36.27 I =30 A (INV = 31.20)( �? , \ 'h R W rill 2 LD m N I W f 2b � NIELD . G=35 VE .92 I I I I} I CONSTRUCT SIDEWALK AND RIFY} I I i III 1 I DRIVEWAY FLARE TO MATCH I I I EXI STING DRNEWAY 5.5 14.0' ! EXIST. CONIC. a I I 1 0, 1 7. 27. 1 DRIVEWAY CAUTION: I i I I M x EXIST, I MAX. t I EXIST. 12" VCP a N 4 GAS I I STORM SEWER L E LINE I I I I i TO 0.10% IN LOP JJ i i i I . 9.5 ' I EXISTING CURB INLET ® NW CORNER OF 7TH ST I I V loo- & ELIZABETH ST. 1 T_,(R =3 I W! 73 5 2.26 � IJ / }Y f �! � II NORTHEAST CURB RAMP 106 (T) SCALE STREET & ELIZABETH STREET SCALE = 1 " =10' " - STAPLES " n GRIND DOWN EXIST. HALF SQUARE FOOT EXIST. 12"VCP STORM SEWER TO REMAIN IN SERVICE 111 INNV =31.14 € OF CONC. SURFACE TO MATCH PROPOSED _ 19.0' (LOCK) 14 i � I SIDEWALK ELEVATION 9 5.0' 5.4' .rr_ 6 POLE TO L RE T N 9.0' 4 1' EXISTING 0 - IC PT PROP. 12 "PVC STORM SWR. CONNECTION I TO EXISTING 12 VCP STORM SEWER LINE 8a P i I REPLACE NEW SHALLOW CURB INLET t L - dDEEPER CURB INLET NOT USED F OM CALDWELL ST. STA. 71+4 WEST OF 2% S.W. CORNER OF INTERSECTION o t I T /R= 36.14, G =35.35 v It3V -32.00 TO MATCH EXIST. I C.J. i STORM SEWER FLOWLINE P 12' VCP STORM SWR. CONNECTION O PROP. 12" STORM t ORM I PROP. FLEXIBLE BOOT CONNECTION _;;'Y•.::: AT BOTH SIDES OF INLET PROP: ` t STORM MH T R =36.27 I =30 A (INV = 31.20)( �? , \ 'h R W rill 2 LD m N I W f 2b � NIELD . G=35 VE .92 I I I I} I CONSTRUCT SIDEWALK AND RIFY} I I i III 1 I DRIVEWAY FLARE TO MATCH I I I EXI STING DRNEWAY 5.5 14.0' ! EXIST. CONIC. a I I 1 0, 1 7. 27. 1 DRIVEWAY CAUTION: I i I I M x EXIST, I MAX. t I EXIST. 12" VCP a N 4 GAS I I STORM SEWER L E LINE I I I I i TO 0.10% IN LOP JJ i i i I . 9.5 ' I EXISTING CURB INLET ® NW CORNER OF 7TH ST I I V loo- & ELIZABETH ST. 1 T_,(R =3 I W! 73 5 2.26 � IJ / }Y f �! � II NORTHEAST CURB RAMP 106 (T) SCALE STREET & ELIZABETH STREET SCALE = 1 " =10' EXI' 4" 80 o- " - STAPLES EXIST. STORM MANHOLE r - � 7/R =36.34 EXIST. 12"VCP STORM SEWER TO REMAIN IN SERVICE 111 INNV =31.14 IN PLAGE La 19.0' (LOCK) G =35.97 G= 9 5.0' 5.4' .rr_ 6 POLE TO L RE T N 9.0' 4 1' EXISTING 0 - IC PT EXI' 4" 80 o- ELIZABETH STREET DRAINAGE ISSUE Project: ADA Staples Job # CSJ #0916 -35 -129 Location: Corpus Christi, Texas Date: 4-4 -11 Contractor: Garrett Construction HOV Rep MS /CH Owner: City Of Corpus Christi HOV Job # 3 -1058 NARATiVE References: Work Directives No. 3 and 4 from Martinez, Guy & Maybik, Inc. Dated 2 -18 -11 WED - 3 -30 -11 Garrett Construction started latent defect repairs at the NE comer of Elizabeth Street and Staples. Inlet top was removed and the West wall of inlet base was opened up to locate the subject 12" SW line. The top of the SLC installed PVC line was located below the bottom of the inlet base. Garrett also had ran a tape measure down the subject line from the existing manhole in the middle of Staples and hit dirt at approximately 15 feet going East toward the new inlet. THU — 3 -31 -11 Contractor proceeded with demo of the inlet base and gain access to the complete end of the 12" PVC. It became apparent that approximately 8" of concrete was placed on top of the inlet base floor (all removed). The end of the West side 12" PVC was blocked with concrete which was subsequently removed. Upon inspection, the PVC joins two other sections of pipe that bring it in line with the manhole. Garrett attached rebar to an air compressor hose and attempted to blow out the line while checking inside the manhole with no success. FR1— 4 -01 -11 Contractor attempted to push through the obstruction using %" PVC and was stopped at 17 feet from the inlet. This is the approximate location of a pre SLC construction street drainage grate per photo supplied by MGM_ Garrett proceeded with an exploratory excavation and discovered the old pipe was collapsed. Further excavation going West indicated that the lateral going toward the manhole was collapsed. 1�Page Project: ADA Staples Job # CSJ #0916 -35 -129 Location: Corpus Christi, Texas Date: 4 -4 -11 Contractor: Garrett Construction HOV Rep MS/CH Owner: City Of Corpus Christi HOV Job # 3 -1058 Garrett Construction was instructed to stop work at this point until all parties are in agreement of how to proceed. What we think we know at this point is that approximately half of the existing line between the sidewalk and the manhole is collapsed and obstructed, total collapsed length is not known and will require excavation in the East half of Stapes road. It is not totally clear to us what has happened at the old drain grate location. The suspected collapsed length going West under Staples was not an area disturbed by SLC. HOV/Meridian is requesting an expedited review by the Engineer -Martinez, Guy & Maybik, Inc. - and the City to determine what course of action is recommended. Additionally, please review the below I options presented by Garrett Construction: Option 1 - Remove and Replace 14 If of the existing pipe with 12" R.C.P. - includes setting up the traffic control, saw cutting the pavement, excavation, replacing the pipe, cement stabilized backfill, and concrete and asphalt repair. Option 1 is not to exceed $8,600.00. Option 2 - Remove and replace 30 If of the existing pipe with 12" R.C.P. to the manhole - includes setting up the traffic control, saw cutting the pavement, excavation, replacing the pipe, cement stabilized backfill, and concrete and asphalt repair. Option 2 is not to exceed $13,500.00. Option 3 - Remove and replace 48 if of the existing pipe with 12" R.C.P. from the inlet box to the manhole - includes setting up the traffic control, saw cutting the pavement, excavation, replacing the pipe, cement stabilized backfill, and concrete and asphalt repair. Option 3 is riot to exceed $21,000.00. 1 21Page G✓ X 2`1 �` ` / � / l °' � �G EXHIBIT "F" INSTALL ADDITIONAL DETECTABLE WARNING SURFACE AT 9 RAMPS MARTINEZ, GUY & MAYBM INC. ENGINEERS & SURVEYORS 6000 S. STAPLES, SUITE 207 CORPUS CHRISTI, TEXAS 78413 (361) 814 -3070 OFFICE May 02, 2011 Ms. Jamie Pyle City of Corpus Christi (Engineering Services) 1201 Leopard Street Corpus Christi, Texas 78401 Re: ADA Accessibility Improvements along Staples Street from Leopard Street to Six Points Project No. 6300 - Detectable Warning Violations (RAS Status Report) Dear Ms. Pyle: As per the RAS review dated December 2010, Mr. Edgar Farrera cited the locations listed below as being ADA non - compliant as per the Americans with Disabilities Act Accessibility Guideline, Section 4.7.7 - Location of Detectable Warning (see Exhibit "A "). This work will need to be corrected prior to receipt of an ADA compliant designation by the Registered Accessibility Specialist. • Staples at Caldwell (SW Curb Ramp 159) • Staples at Musset (NW Curb Ramp 156) • Staples at Musset (SW Curb Ramp 155) • Staples at Kinney (SE Curb Ramp 15 1) 6 Staples at Marguerite (SE Curb Ramp 139) • Staples at Hancock (NE Curb Ramp 122) • Staples at Hancock (SE Curb Ramp 12 1) a Staples at Laredo (NE Curb Ramp 148)* • Staples at Park (NW Curb Ramp 134) *Not Built According to Plans The curb ramps listed above will require the addition of detectable warning surface area to minimiz the excessive gaps in the direction of travel as shown in the photos and drawings contained in Exhibit "B ". In computing the quantity for this item, it was determined that 64 SF of detectable warning surface area will be required for the locations listed above. Please see attached photos of locations and curb ramp detail drawings of said locations with our proposed retrofit corrections. Garrett Construction has submitted two alternatives p s ces for the completion of this work (see Exhibit "C "). On the basis of these sub 'ons, we recomm nd installation of a retrofit adhesive detectable warning surface at a lump sum p ' e of $4,800.00 at the afo mentioned locations. This price is based on the 64 square feet of detectable arning surface area tha s mentioned above. Please review and comment to the adequacy of this Garrett Construction. If deemed satisfactory, we will retrofit adhesive surfaces at the above locations actor section and the lump sum price provided by Garrett Construction to begin installing the Sincerely, MARTINEZ, GUY & MAYBUK, INC. Eulalio guitar, Staff Engineer 4/29/207.1 View Message To print this page, select the Print option from the File menu. From: Munther Shamieh Munther .Shamieh @hovserwces.com> To: "laguilar @mgm- ir►c.com" Qaguilar @mgm- inc.com> Cc: Subject: Date: Time: Affachme F1N_ RE: ADA Staples -Six Points to Leopard 04/2912011 3:01 PM EDT 1�� r re-", Munther S. Shamieh HOV Services /Meridian 1117 -2 Wurzbach Road, Suite 206 San Antonio, Texas 78230 TeL No. 210/558 -7500 Fax No. 210/558-7612 Email: munther.shamieh@hovservices.com DISCLAIMER: The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and /or privileged material. Any review, re- transmission, dissemination or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you received this in error, please contact the sender and delete the material from any computer. This email and any file attached should be scanned for viruses. No liability is accepted for any toss or damage resulting from a computer virus, or resulting from a defect in transmission of this email or any attached file. This communication is not intended to be, nor is it to be construed as an admission of liability, obtigation or !responsibility, or as waiving any rights, defenses, interests, cause of actions, or remedies of Liberty Mutual Surety under the law, the bonds, the statute, or in equity. All rights, defenses, interests, causes of action and remedies are expressly reserved. - - - -- Original Message---- - From: Munther Shamieh Sent: Thursday, April 28, 2011 1:52 PM To: Eulalio Aguilar (eaguilarCmgm- inc.com) Cc: 'grant. garrettconstruction@gmaiL com' Subject: FW: RE: ADA Staples -Six Points to Leopard Lalo - Based on the information provided concerning the curb ram excavate and pour the new concrete, and install the brick paveryi retrofit adhesive detectable warning device, that will not exc(ed Thanks Munther S. Shamieh HOV Services /Meridian 11122 Wurzbach Road, Suite 206 San Antonio, Texas 78230 Tel. No. 210/558-7500 Fax No. 210/558 -7612 Email: munther.shamieh@hovservices.com , to saw cut and remove t hxreiexc $8,20 . ey elect to the ,800.00. his is based 64 square feet. DISCLAIMER: The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and /or privileged material. Any review, re- transmission, dissemination or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you received this in error, please contact the sender and delete the material from anv computer. webmail .mgm- inc.com /webmail/ ?view =_.. 1/4 4/29/2011 View Message This email and any file'attached should 'be scanned for viruses. No liability is accepted for any loss or damage resulting from a computer virus, or resulting from a defect in transmission of this email or any attached file. This communication is not intended to be, nor is it to be construed as an admission of liability, obligation or responsibility, or as waiving any rights, defenses, interests, cause of actions, or remedies of Liberty Mutual Surety under the law, the bonds, the statute, or in equity. All rights, defenses, interests, causes of action and remedies are expressly reserved. - - - -- Original Message---- - From:. Iaguilar@mgm- inc.com [mailto:laguilarCzmgm- inc.com] Sent: Thursday, April 21, 2011 9:39 AM To: Munther Shamieh Subject: RE: RE: ADA Staples -Six Points to Leopard JMr. Shamieh, The price that was quoted is not acceptable. The price is much higher than what we expected. Is part of the price involve the reconstruction of sidewalk or reconstruction of the curb ramp? I am attaching a PDF of sketches that show what we are proposing in regards to making the following curb ramp Locations ADA compliant. Staples £t Caldwell (SW Curb Ramp 159) Staples Et Musset (NW Curb Ramp 156) Staples Et Musset (SW Curb Ramp 155) Staples Et Kinney (SE Curb Ramp 151) Staples Et Marguerite (SE Curb Ramp 139) Staples €t Hancock (NE Curb Ramp 122) Staples Ft Hancock (SE Curb Ramp 121) 'Staples Et Laredo (NE Curb Ramp 148) Staples Et Park (NW Curb Ramp 134) The sketched -in areas is where we are getting the 64 SF from. Please submit a new total price for the brick paver installation as per these sketches, in addition if you could submit an alternate total price for the use of a retrofit (adhesive) detectable warning surface. Also, would it be possible to schedule a conference call later this morning? If you have any questions, please feel free to call me at (361) 814 -3070 Ext 110. Thank you, Eulalio (Lalo) Aguilar MARTINEZ, GUY Et MAYBIK, INC. > - - - -- - - - - - -- Original Message - - - - - -- - - - -- >From: Munther Shamieh >< Munther. Sham iehghovservices. com > >To: "iaguilarCmgm- inc.com" <laguilar @mgm- inc.com> >Sent: Tue, 19 Apr 2011 12:42:21 >Eulalio, >The square foot price for saw cutting and removing the existing > concrete, excavating and pouring new concrete, then installing the > brick pavers is >$255.00 per sf. Feel free to tali me with any questions. Thank you. >Munther S. Shamieh >HOV Services /Meridian >11122 Wurzbach Road, Suite 206 >San Antonio, Texas 78230 >TeL No- 210/558 -7500 >Fax No- 210/558 -7612 >EmaiL munther .shamiehC�hovservices.com webmaii.mgm- inc.com /webmail / ?view =_.. 2 /4 SIDEWALK IMPROVEMENTS -w STAPLES ST. v vjk VIOLATIONS PENDING VNo Violation 4.7.7 Detectable Warning AT CALDWELL ST. STAPLES STREET SOUTH WEST CURB RAMP 159 STAPLES STREET & CALDWELL STREET scxLE = ,' -, o' r� r� SIDEWALK IMPROVEMENTS - STAPLES ST. AT CALDWELL ST. VIOLATIONS PENDING 4.7.7 VIOL 4.7.7 S PENDING VIOLATIONS PENDING Sidewalk incomplete. k oral r , I '-In, . . . i :._ :• EXIST- tNLE7r -2,12 b TO RE6WN 4" WIDE HC 2 �, 15' STY _ ' , POWER '1 • GUY WIRES TO BE' 15 r a • • 1 BY OTHERS P T a TRASH AND BUS STOP TO BE REMOVED AND ifs ��1•., 6x W RF En cs t6 10.2 ,� /f �rG P R OP . SIDEWALK Hy FIRE ' is / r REL( s �' i AILS . f o R AMP • . r STAPLES STREET & MUSSETT STREET. 0 SIDEWALK IMPROVEMENTS STAPLES ST. AT KINNEY ST. No Violation VIOLATIONS PENDING 4.7,7 Detectable Warning No Violation ;,VIOLATIONS PENDING Incomplete work STA. 62+38 — 62*37 � l - Z 4 0 0-o 10 PT _ „ 6c 1 1 8b 84 - �, 'R d6s 5 N 8a a N U '° 8a 8b ° z 3 Fr 1 8b -- pp 8 c, E f c6 s A _ -2b I = c :r 6C @ KINNE 7c ZT f 15 SOUTH EAST CURB RAMP 151 STAPLES STREET & KINNEY STREET SIDEWALK IMPROVEMENTS - STAPLES ST. AT MARGUERITE ST. No Violation No Violation VIOLATIONS PENDING 4.3.8 Changes in Levels VIOLATIONS PENDING 4.7.7 Detectable Warning 19.9 PROPM PM -------, WNWAt M-W � 8 us SOUTH EAST CURB RAMP 139 STAPLES' STREET & .MARGUERITE STREET _. SCALE - ,- =1 all Kum 1 5 {L dN 14 �? — M M"" d b t� � _. 1. � S f ttl � � i 1 t rl '. 1 aF Y� { Y ti ttS Jf.. I h { -- 4! N,� =011 { `•.di r { ^`i'i l ' y4S §�.A �T A � t t�TE��LT S J1APL .Es J! RE 1 i i � � panp IR RrP us r Y C.j Q U SOUTH EAST CURB RAMP 121 STANW T. HANCOCK STREET ! 3 SCALE STAPLES STREET PROP, 1$" RCP, f f i / --SEE PROFILE 0 i i / STA. 35+13 -- 34 +97 � SIDEWALK IMPROVEMENTS - STAPLES ST. AT LAREDO ST. --/ No Violation r4r VIOLATIONS PENDING 4.7.7 Detectable Warnings No Violations Q 0 d- STAPLES STREET 19.8' (LCCR) EXIST. TRAFFIC LIGHT POLE TO. REMAIN.. /-�1 - \--SEE DAMP c� DETAIL Q FOR 2 DIMENSIONS in 13 DUSING BUILDING NORTH EAST CURB RAMP 148 STAPLES STREET & LAREDO STREET SCALE gam ? - 7 �.�FACE SIDEWALK IMPROVEMENTS - STAPLES ST. AT PARK AVE. No Violation Y t VIOLATIONS PENDING 4.3.8 Changes in Levels V No Violation 4.7.7 Detectable Warning .�J EXHIBIT "G" RECONSTRUCTION OF CURB INLET TOPS Page 2 of 3 From. Munther Shamieh Sent: Tuesday, August 16, 2011 1:59 PM To: la uilar m m- inc.com Subject: FW: FW: ADA Staples Accessibility Improvements From Leopard to Six Pts. Eulallo — Please see response below from Garrett Construction. Thanks Munther S. Shamieh HOV Services. 1 1122 Wurzbach Road, Suite 206 San Antonio_ Texas ?8230 Tel. No. 2101558 -7500 Fax No. 2 10/558-7612 Email: munther .shamiehlahovservices.com DISCLAIMER: The information transmitted is intended only forthe person or entity to which it is addressed and may contain confidential and/or privileged material. Any review, re- transmission, dissemination or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you received this in error, please contact the sender and delete the material from any computer. This email and any file attached should be scanned for viruses. No liability is accepted for any loss or damage resulting from a computer virus, or resulting from a defect in transmission of this email or any attached file. This communication is not intended to be, nor is it to be construed as an admission of liability, obligation or responsibility, or as waiving any rights, defenses, interests, cause of actions, or remedies of Liberty Mutual Surety under the law, the bonds, the statute, or inequity. All rights, defenses, interests, causes of action and remedies are expressly reserved. From: Grant Garrett f mailto: _ rq ant .garrettconstruction @gmaii.com], Sent: Monday, August 15, 20114:38 PM To: Munther Shamieh Subject: Re: FW: ADA Staples Accessibility Improvements From Leopard to Ix Pts. Munther, The unit costs will remain the same. Small Inlets - 63 each @ $1,830.00 Large Inlets - 4 each @ $3,930.00 Thank you, Grant A. Garrett Vice President Garrett Construction Company P.O. Box 1028 Ingleside, Texas 78362 Ph: 361-643-7575 Fax: 361- 776 -3993 On Thu, Aug 11, 2011 at 4:03 PM, Munther Shamieh <Munther.Shamieh hovservices.com > wrote: What is the status of your revised pricing for the curb inlets? Munther S. Shamieh HOV Services /Meridian 11122 Wurzbach Road, Suite 206 San Antonio, Texas 78230 Tel. No. 210/558 -7500 Fax No. 2101558 -7612 5/17/2012 F SALVAGE FRAME & COVER AND REPLACE INTO NEW CONC. TOP %� 1 \ _+ 1 y/ J SAW CUT . DOWELS (TYP.) I c SALVAGE FRAME & COVER AND REPLACE INTO CENTER OF NE CONCRETE TOP C — — -- 17- A 4 SIDEWALK AROUND INLET SAW CUT DOW AROUND INLET TOP, (TYP.) EXIST. CONC. CURB INLET — BOTTOM HALF TO REMAIN IN PLACE 1I SHADED AREA 18 7 0 RCP LATERAL I F i I TO BE DEMOLISH TO REMAIN IN PLACE — � CURB INLET TOP DEMOLITION -PLAN VIEW SCALE: 1/2" = 1' -O" r.1MErAM 18'o RCP LATERAL I { TO REMAIN # �{ IN PLACE j - 1SII { ,!I E# SECTION A -A l� SCALE: 1/2" = 1' -0" A �� O F '� ,k �Ir ... ............................... RICARDO MARTINET � • ....58265 � •.� CURB INLET TOP DEMOLITION ADA SIDEWALK ACCESSIBILITY IMPROVEMENTS STAPLES STREET SHEET 1 OF 3 9' -0 " SAW CUT ALL DOWELS AROUND EXIST. INLET EXPANSION JOINTS fn-P.) a u ��lk A ;, ' A : A FIR REGISTRATION 0. F -1415 1 . E SAW CUT . DOWELS (TYP.) I c SALVAGE FRAME & COVER AND REPLACE INTO CENTER OF NE CONCRETE TOP C — — -- 17- A 4 SIDEWALK AROUND INLET SAW CUT DOW AROUND INLET TOP, (TYP.) EXIST. CONC. CURB INLET — BOTTOM HALF TO REMAIN IN PLACE 1I SHADED AREA 18 7 0 RCP LATERAL I F i I TO BE DEMOLISH TO REMAIN IN PLACE — � CURB INLET TOP DEMOLITION -PLAN VIEW SCALE: 1/2" = 1' -O" r.1MErAM 18'o RCP LATERAL I { TO REMAIN # �{ IN PLACE j - 1SII { ,!I E# SECTION A -A l� SCALE: 1/2" = 1' -0" A �� O F '� ,k �Ir ... ............................... RICARDO MARTINET � • ....58265 � •.� CURB INLET TOP DEMOLITION ADA SIDEWALK ACCESSIBILITY IMPROVEMENTS STAPLES STREET SHEET 1 OF 3 9' -0 " SAW CUT ALL DOWELS AROUND EXIST. INLET EXPANSION JOINTS fn-P.) a u ��lk A ;, ' A : A FIR REGISTRATION 0. F -1415 SALVAGED FRAME NEW EXPANSION DRILL & GREASE NEW DOWELS & COVER, PLACED JOINT IN PLACE INTO .EXISTING CONC. SIDEWALK AT CENTER OF , . TYP.) NEW CONC. TOP - • 3 a . d - a NEW .. / ` ' • '�I DOWELS , fk (n'P a a ' . 4� ` J L'•'a .. a - . -, . , wf° : p . EXIST. CUT •' REMAIN IN , DRILL & GREASE ONE SIDE � I ` i SHADED ARFA NEW DOWELS INTO EXISTING i NEW CURB INLET TOP CONC. SIDEWALK, (TYP.) `Y EXIST 18 "0 RCP LATERAL SET 6 "DEEP X 12" WIDE POST C Cap CENTER OF INLET THROAT PROPOSED CURB INLET TOP -PLAN VIEW SCALE: 1/2" = V -0" Cww'sm LOCATE SALVAGED FRAME & COVER AT CENTER OF NEW CONCRETE CURB INLET TOP SIDEWALK —� a AROUND INLET NEW DOWELS --J AROUND INLET TOP 0 12 " O. C. (TYP.) EXIST CONC. CURB INLET —"' BOTTOM HALF TO REMAIN IN PLACE 2 SECTION B -B SCALE: 1/2" = 1' -0" CURB INLET TOP RECONSTRUCTION ADA SIDEWALK ACCESSIBILITY IMPROVEMENTS STAPLES STREET SHEET 2 OF 3 NEW EXPANSION JOINT AROUND CURB INLET o F rEit� r / RICARDO MARTINEZ r ��'o- .... f 8265 Aw l FIRM REGISTRATION N0. F -1415 EXISTING 18 "d RCP — LATERAL r 'f TO REMAIN 1 IN PLACE J d 115 BEND BARS 12" O.0 #5 DOWELS l'-6" LONG 0 16" 0. C. EXISTING SIDEWALK--\ X _ o0 ap — �r ■ 2 — #4 BARS - EQ. SPACING CITY STANDARD SIDEWALK STD. INLET RING AND COVER TOP OF PROP. CURB INLET SLOPE AS REQ'D. 1/4" PER FOOT, (TYP.) 4' -0" #s BARS v #4 BARS @ 12" #5 BARS @B " #6 BARS @ 6'7 W6.O 1W3.0 x 3/8 (CLOSED STIRRUP) ///--@ 16" O.C., TYP. 6 "x12" WIDE THROAT SUPPORT -- AT THROAT A41DSPAN J 2 — #6 BARS - 0 6" O.C. - -� SUPPORT CEN TER I aE. e H 6" J' -0» 6" CAST - IN - PLACE SECTION G -C SCALE: J/ = 1' -a° CURB INLET TOP RECONSTRUCTION ADA SIDEWALK ACCESSIBILITY IMPRO STAPLES STREET SHEET 3 OF 3 SCARIFY STEPPED - FOR BETTER BONDING OF NEW 6 "x 12 " POST AT THROAT MIDSPAN STORM PIPE ......... +� RICARDO MARTINEZ r1�o ....: 58205 / f� S;'4FGISTER� sp a..... FIRM REGISTRATION NO. F --1415 _ �::;4- Via', -'. •i.��i;'. 4� r o- • w P TRANSITION g^ VARIABLE 6- TRANSITON FLOWLINE OF GUTTER INLET SIZE FLOWLINE OF GUTTER (10' TYPICAL) A (10' TYPICAL) DRILL & INSERT S A - BARS - SEE SCHEDULE DOWELS ® 12" O.C. 8" BARS - 4 R£O"D. C' BARS - 2 REO `D. SACK OF D" BARS - SEE SCHEDULE CURB y F F TYP. FLOWLINE TRANSITION AT INLET ACE O a CURB TYPE C" HEADER CURB W/ GUTTE 3/4" REDWOOD I EXPANSION JOINT C1P OF CUTTER EXPAN. JOINT E BARS -- 2 REO'O. 12 EJ L A PLAN OFSTANOARV INLET f� NOT TO SCALE I�ELEV 6 BELT AT 10' EE CONSTRUCTION P!P£ JOINT (OPTIONAL J 6" 0.0. OF 2' -0" MIN. SECT /ONA A NOT TO SCALE STD. C & c ,.,• ,.,, ,T . �..,.r.. "®R6 4" OR 7w 7-,C. FROM INLET TRANSITION R. ELEV. 9 112" BELOW AT INLET O TRANSITION PROP. PROP. BAR 14x12 LG. ONE END SLEEVED OR GREASED O INLE EJ 3/4 "' ER FIBER U ASPHALT - IMPREGNATED Ed ELEV DIFFERENCE BETWEEN TOP OF CURB EXPANSION JOINT 1. THESE & LIP OF GUTTER REMAINS CONSTANT 2. CASTII PRINCIPAL REINFORCEMENT EXTENDED FOR 6' C & G, FOR a' C & G SLOPE THRU EXPANSION JOINT 12" ANQ 1 CURB UP TO 6" DIFFERENCE AT INLET & SLEEVED OR GREASED J. MACH 4_ TRAFF FLOfYL /NE TR.�1NS /T /ONA7'INLETFOR 4 "OR fi "STO Cl1RBAMO GUTTER 5. RING NORMAL 6. 0 THE7 NOT TO SCALE PATTE CONSTRUCTION P!P£ JOINT (OPTIONAL J 6" 0.0. OF 2' -0" MIN. SECT /ONA A NOT TO SCALE STD. C & c ,.,• ,.,, ,T . �..,.r.. "®R6 4" OR 7w 7-,C. FROM INLET TRANSITION R. ELEV. 9 112" BELOW AT INLET O TRANSITION PROP. PROP. BAR 14x12 LG. ONE END SLEEVED OR GREASED O CITY STANDARD SIDEWALK U U RING AND COVE FL OF GUTTER m ti SLOPE AS REO'D. 29 112' "C" 114" PER FOOT BARS NORMAL 24 112" THROAT SUPPORT ON TOP OF ON 8' AND 10' INLETS CURB n N y o, FINISH PAVING 6' 6" GRADE NO. 4 REBAR N0. 4 AT 12" C/C 1 . R4RS GUTTER SECTION WILL E.W..ALL WALLS a E" BARS BE PAID FOR AS LINEAR & 8070 FEET CONC. CURB & CUTTER D" BARS CONTOUR BOTTOM OUTLET PIPE MAY OF INLET TOWARD BE PLACED IN OUTLET PIPE q ANY DIRECTION A.I. CRf e OR CONSTRUCTION P!P£ JOINT (OPTIONAL J 6" 0.0. OF 2' -0" MIN. SECT /ONA A NOT TO SCALE STD. C & c ,.,• ,.,, ,T . �..,.r.. "®R6 4" OR 7w 7-,C. FROM INLET TRANSITION R. ELEV. 9 112" BELOW AT INLET VARIES TRANSITION PROP. PROP. BAR 14x12 LG. ONE END SLEEVED OR GREASED 4" OR 6" V TOP OF CU! FOR ELEV . PROFILE FL OF GUTTER COMP OTHER 7. MINIM