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HomeMy WebLinkAboutR-2020-058 City Authorizing to Approve and Execute Change Order No. 2 in the Total Amount of $64,678.39 to Sagaris Corp. for the Purchase of Additional Construction Services & to Meet Field Condition RESOLUTION NO. 2020-058 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, AUTHORIZING THE PROPER CITY OFFICIALS TO APPROVE AND EXECUTE CHANGE ORDER NO. 2 IN THE TOTAL AMOUNT OF SIXTY FOUR THOUSAND SIX HUNDRED SEVENTY EIGHT DOLLARS AND THIRTY NINE CENTS ($64,678.39) TO SAGARIS CORP. FOR THE PURCHASE OF ADDITIONAL CONSTRUCTION SERVICES AND TO MEET FIELD CONDITIONS FOR THE MULTIMODAL ENHANCEMENTS PROJECT RELATED TO THE CITY INVITATION TO BID ("ITB") NO. 19-004; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on July 30, 2019 the City Commission approved Resolution No. 2019-083, authorizing City officials to enter into an Agreement with Sagaris Corporation, in the amount of Four Hundred Fifty Nine Thousand One Hundred Ninety Nine Dollars and Forty Cents ($459,199.40), through comparative contracting, to construct the Multimodal Enhancement Project; and WHEREAS, the Florida Department of Transportation funded Three Hundred Forty Four Thousand Three Hundred Seventy Nine Dollars ($344,379.00) for this project through the Local Agency Program project no. 438282-1-58-01; and WHEREAS, on May 26, 2020, the City Commission approved Resolution No. 2020- 046, authorizing Change Orders Nos. 1, 3, and 4 in the amount of Sixty-Five Thousand Fifty-Six Dollars and Nine Cents ($65,056.09); and WHEREAS, the Sagaris Corporation submitted a Request for Change Order No. 2 in the amount of Sixty-Four Thousand Six Hundred Seventy-Eight Dollars and Thirty-Nine Cents ($64,678.39) for additional construction materials and work to meet the project's plan and directed field changes; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH,FLORIDA: Section 1. That the foregoing findings are made a part of and incorporated into this Resolution by this reference. Section 2. That funding for Change Order No. 2 will be provided from Account No. 301-39-58-541-63-10, Oasis XIV, in the Capital Improvement Fund in the amount of Sixty-Four Thousand Six Hundred Seventy Eight Dollars and Thirty Nine Cents ($64,678.39). Section 3. That project Change Order No. 2 which is attached as Exhibit "A", and is made a part of and incorporated into this Resolution by this reference, is approved. Section 4. That the City Manager and City Attorney are authorized to make minor revisions to such Change Order No. 2 that are deemed necessary and proper for the best interests of the City. Section 5. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 6. That this Resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on June 23, 2020. ATTEST: THOMAS SCHNEIDER, CMC �'� ° L016 L WELLEN CITY CLERK 9��rSHED 1 MAYOR APPROVED AS TO FORM AND CORRECTNESS: if THOMAS J. ANSBRO CITY ATTORNEY 2 RESOLUTION#2020-058 CONTRACT MODIFICATION (CHANGE ORDER) City of Dania Beach 100 W.Dania Beach Boulevard Dania Beach,Florida 33004 Project Name: Dania Beach Citywide Pedestrian Safety Project(CRA Multimodal Improvements) Contract No.#: G1490 Project Number: ITB#19-004 Date: 4/1/2020 FM Number: 438292-1-58-01 Owner: City of Dania Beach Change Oder No.#: 02 Contractor: Sagaris Corp. The following modifications to the CONTRACT are hereby because of field instructions related to overruns quantities of several parts of the project requiring additional work not included in contract. Those items are additional D and F-Type curb,Valley gutter,removal of concrete,6 in concrete sidewalks,milling existing pavement,additional asphalt concrete pavement, and additional sodding throught the project. This overruns were discussed in field and progress meetings with the whole project team which determined that the work was required due to important safety reasons and to meet ADA compliance on this neighborhood areas. Request For Change Order#2 Item No.01 Concrete Curb,Type D The contractor furnished all labor,equipment and material to construct aproximately 178 LF of Type D curb to properly comply with safety and ADA of the existing conditions. Item No.02 Type F Curb The contractor furnished all labor,equipment and material to construct aproximately additional Ill LF of Type F curb to properly comply with safety and ADA of the existing conditions. Item No.03 Valley Gutter The contractor furnished all labor,equipment and material to construct aproximately additional 96 LF of Valley Gutter to properly comply with safety and ADA of the existing conditions located NW 2nd ST and NW 7th,8th and 9th Ave. Item No.04 Removal of Existing Concrete Additional Removal of aproximately 328 SY of Concrete was necessary due to ADA Compliance and Safety in several parts of the project. Item No.05 6 in Concrete Sidewalk(Safety) The contractor furnished all labor,equipment and material to construct aproximately additional 161 SY of 6 in Concrete Sidewalk per Safety and to properly comply with ADA. Item No.06 6 in Concrete Sidewalk(Broken) The contractor furnished all labor,equipment and material to reconstruct aproximately additional 113 SY of 6 in Concrete Sidewalk per Safety because they were broken and damage and don't offered proper compliance with ADA. Item No.07 Milling Existing Asphalt Pavement.75 In Depth The contractor furnished all labor,equipment and material to mill aproximately 453 SY of existing asphalt pavement. Item No.08 Superpave Asphaltic Concrete,Traffic A,SP-9.5(Z lifts @ 1.5"per lift) The contractor furnished all labor,equipment and material to pave aproximately 37 TN of asphalt concrete pavement to Improve Safety and to properly comply with ADA. Item No.09 Superpave Asphaltic Concrete,Traffic A,SP-9.5(1 lifts @ 3/4"per lift) The contractor furnished all labor,equipment and material to pave aproximately 41.09 TN of asphalt concrete pavement to improve Safety and to properly comply with ADA. Item No.10 Performance-Turf The contractor furnished all labor,equipment and material to install the Sod of aproximately 151.23 SY of Perforemance Turf- Sod for the project. Pagel Change Order No. 02 involves the following additions/deductions to the Original Contract: Add/Delete Item Description Quantity Unit Unit Price Amount Days 1 Concrete Curb Type D 178 LF $ 30.00 $ 5,340.00 0 2 Concrete Curb Type F 111 LF $ 45.00 $ 4,995.00 0 3 Valley Gutter 96 LF $ 30.00 $ 2,880.00 0 4 Removal of Concrete 328 SY $ 15,00 $ 4,920.00 0 5 Sidewalk 6 in -Safety 161 SY $ 75.00 $ 12,075.00 0 6 Sidewalk 6 in -Broken 113 SY $ 75.00 $ 8,475,00 0 7 Milling Ext Asphalt 0.75 in 453.27 SY $ 5.00 $ 2,266.35 0 Superpave Asphaltic Concrete Traffic A SP- 8 9.5 1.5in per lift 37 TN $ 195.00 $ 7,215.00 0 Superpave Asphaltic Concrete Traffic A SP- 9 9.5 3/4in per lift 41.09 TN $ 195.00 $ 8,012.55 0 10 Performance Turf 151.23 SY $ 7.00 $ 1,058.61 0 14 Mobilization(7%) 1 EA $ 4,006.63 $ 4,006.63 0 15 Maintenance of Traffic(6%) 1 LS $ 3,434.25 $ 3,434.25 0 Total $ 64,678,39 Change order No. 02 results in a net change to the Contract in the amount of $ 64,678.39 Contract Amount Contract Time(Calendar Days) Original $ 459,199.40 Original Contract Time 210 Previous Changes(+/-) $ - Previous Change(+/-) 0 This Change Order(+/-) $ 64,678.39 This Change Order(+/-) 0 Revised Contract Amount $ 523,877.79 Revised Contract Time 210 Original Contract Completion Date 5/24/2020 Revised Contract Completion Date NA OWNER CONTRACTOR ENGINEER City of Dania Beach Sagaris Corp. R.J.Behar&Company,Inc. 1201 Stirling Road 1847 N University Dr. 6861 SW 196th Avenue,Suite 302 Dania Beach,FL 33004 Coral Springs,FL 33071 Pembroke Pines,FL 33332 By: By: By: Colin Donnelly Steven Fouladi tors ana,PE Project Manager Sr.Project Manager Sr.LP[roj ct Enginer Date: Date: Date: ` Paget Engineer Estimate Analysis CHANGE ORDER#02 Broward County Traffic Engineering Plan Revision ENGINEER'S ESTIMATE/ENTITLEMENT ANALYSIS Financial Project No.: 438282-1-58.01 Project Number: ITBH 19-004 County: Broward Description: City of Dania Beach Issue: Additional Costs associated with quantities overruns from field direction to comply with safety transitions and ADA regulations. Modifications hereby because of field instructions related to overruns quantities of several parts of the project requiring additional work not included in contract. Those items are additional D and F-Type curb,Valley gutter,removal of concrete,6 in concrete sidewalks,milling existing pavement,additional asphalt concrete pavement, and additional sodding throught the project. This overruns were discussed in field and progress meetings with the whole project team which determined that the work was required due to important safety reasons and to meet ADA compliance on this neighborhood areas. Engineer's Estimate No. Item Description Quantity Unit Unit Cost Total 1 Concrete Curb Type D 178 LF $ 25.00 $4,450.00 2 Concrete Curb Type F 111 LF $ 35.00 $3,885.00 3 Valley Gutter 96 LF $ 30.00 $2,880.00 4 Removal of Concrete 328 Sy $ 15.00 $4,920.00 5 Sidewalk 6 in -Safety 161 Sy $ 75.00 $12,075.00 6 Sidewalk 6 in -Broken 113 Sy $ 75.00 $8,475.00 7 Milling Ext Asphalt 0.75 in 453,27 Sy $ 5.00 $2,266.35 8 Su er ave Asphaltic Concrete Traffic A SP-9.5 1.5in per lift 37 TN 5 195.00 $7,215.00 9 Superpave Asphaltic Concrete Traffic A SP-9.5 3/41n per lift 41.09 TN $ 195.00 $8,01.2.55 10 Performance Turf 151.23 Sy $7.00 $1,058.61 11 Mobilization(7%) 1 EA $3,866.63 $3,866.63 12 Maintenance ofTraffic(6%) 1 1 EA $3,314.251 $3,314.25 TOTAL 1 $62,418.39 Total Amount of Engineer's Estimate = $ 62,418.39 Contractor's Estimated Price = $ 64,678.39 Basis of Estimate The above engineer's estimate was prepared using the schedule of value breakdown from existing Lump Sum(LS)contract unit rates,FDOT Item Average Unit Costs for the period between 01/08/2019 through 01131/2020,and quotes provided by the contractor. Additionally,we compared unit casts for the same items from previous CEI contracts less than a year aid.The cost estimate Is reasonalbe and is in the best interest of the City of Dania Beach. Engineer's Entitlement R.J.Behar has reviewed this Contract Change.The Designer of Record has provided Revised Plans detailing these changes. The Contractor Is entitled to recover 100% of the cost impacts as submitted. zoav Nestor Santana, Dafe R.J.Behar&Colany,Inc Senior Project Engineer Contractor Request for Change Order # 2 Sagaris Corp. GP:NHRA.CONTRACTOR COC 1520899 1947 N University Dr. SA C ARI S Coral Springs,69 3307I Phone:(954)G88.3407 Ras:O54)G88-34(17 L 7 F:mail:ofGce@sagariscorp.com Corp REQUEST FOR CHANGE ORDER #2 TO: Mr.Nestor Santana,P.E. DATE: 2/21/2020-Revised 03/27/20 R.J.Behar&Company,Inc. OWNER: City of Dania Beach 6861 SW 196th Avenue,Suite 302 PROJECT: Citywide Pedestrian Safety-Dania Beach Pembroke Pines,FL 33332 PROJECT# FIN 438282-1-58-01 SCOPE:I Contract Overruns Description Per field directives,contract overruns encountered for Concrete Removal,Curb,6"concrete sidewalk,SP9.5 Asphalt Paving,Sodding Total Amount Proposed for Change Order $ 64,678.39 Note: Except as qualified herein all changes to work to be performed under the same terms and conditions as the base contract. WEAGREE to modify the original contract by the following CHANGE ORDER amount: $ 64,678.39 Additional days to complete this work TBD Signature: Date: Authorized Sagaris Corp. Representative ACCEPTED: The above prices and specifications of this Request for Change Order are satisfactory and are hereby accepted. Sagaris Corp,will perform above stated work under the same terms and conditions as specified in original contract unless otherwise noted. Additional work is to be paid for under the same terms and conditions of the existing contract. Signature: Date: Authorized Owner Representative 19-004-RFCO 2-Contract Overruns RevD 1 of 2 RFCO Cover Sagaris Corp. crNERAT.CON IRAC 1011 CCC I520899 1847 N lnicer,iry Ur. Cudi, 5 3071SAGARIS hlu„e (r�)rxx.�1m r,.:(94)r,9x-3au7 (Iorp Lmxil' m REQUEST FOR CHANGE ORDER #2 COST ESTIMATE FOR INCREASE,DECREASE OR ALTERATION IN THE WORK Item Description of Item UOM Quantity Unit Price Bid Price RFCO No.2-001 Concrete Curb,Type D Furnish all labor, equipment and material to construct Type D curb LF 178 $ 30.00 $ 5,340.00 RFCO No.2-002 Concrete Curb,Type F Furnish all materials,labor and equipment to rnnstrurt additional Tvne F r urh. LF 111.00 $ 45.00 $ 4,995.00 RFCO No.2-003 Valley Gutter Furnish all labor,equipment and material to construct Type D curb LF 96 $ 30.00 $ 2,880.00 RFCO No.2-004 Removal of Existing Concrete Furnish all labor,equipment and material to remove existing concrete. SY 328.00 $ 15.00 $ 4,920.00 RFCO No.2-005 6"Concrete Sidewalk(Safety) Furnish all materials,labor and equipment to construct 6"Concrete Sidewalk. Overun in r—dt of tia-in to mast ana C—lianra SY 161 $ 75.00 $ 12,075.00 RFCO No.2-006 6"Concrete Sidewalk(Broken) Furnish all materials,labor and equipment to construct 6"Concrete Sidewalk. Overun in ra—If of hrnlran riri-Alallr nt nr nanr Tio-In SY 113 $ 75.00 $ 8,475.00 RFCO No.2-007 Milling Existingt Asp Pavt,3/4"Avg Depth Furnish all materials,labor and equipment to mill existing asphalt pavement at a average of 1/4"dpnth SY 453.27 $ 5.00 $ 2,266.35 RFCO No.2-008 Superpave Asphaltic Concrete,Traffic A,SP-9.5 (2 lifts @ 1.5"per lift) Furnish all materials,labor and equipment for TN 37 $ 195.00 $ 7,215.00 navina Sp q5 RFCO No.2-009 Superpave Asphaltic Concrete,Traffic A,SP-9.5 (1 lift @ 3/4"per lift) Furnish all materials,labor and equipment for navina CP q5 TN 41.09 $ 195.00 $ 8,012.55 RFCO No.2-010 Performance Turf-Sod Furnish all labor,equipment and material to install sod(Contract Line Item) SY 151.23 $ 7.00 $ 1,058.61 RFCO No.2-011 Mobilization(7%) LS 1.00 $ 4,006.63 $ 4,006.63 RFCO No.2-012 Maintenance of Traffic(6%) LS 1.00 $ 3,434.25 $ 3,434.25 Grand Total $ 64,678.39 19-004-RFCO 2-Contract Overruns RevD 2 of 2 Breakdown Mark Up Drawing locating the changes. ENHANCED CRGSSWAUG 50 LF OF 6" H ECTED#19050606 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL DOUBLE YELLOW PROP. MILLING&RESURFACING 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER THERMOPLASTIC (LIMIT: END OF DOUBLE YELLOW COURSE BORDER. PAVEMENT MARKING) 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANCE WITH Y/ / L.0 O 4D' O.C. / 4P STA:22+25.10 s DETECTABLE WARNING SURFACE: OFF: e E" STA:21+51. �/ 43.19'L a _ 1. OLOR"DETECTABLE WARNING OR APPROVED EQUAL EX. "STOP" ~ STA:22+29.84 2 COLOR SHALL BE STANDARD YELLOW. OFF:44.33'L C� t y MATCH EXIST. SIGN _ :' OFF:41.45'L_ ADDITIONAL NOTES: DSO REMAIN CONIC. SIDE 0 1. CONTRACTOR SHALL COORDINATE VATH FOOT REGARDING '� O :22+16.17 5'WNC. S/W Z i PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON US1. M MATCH EXIST. CONIC. SIDEWALK _ F;26.54'L s=_EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS 5' CONC. S/W ' - STA:2 .10.52 •• EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS STA:21+46.78 ST +62.12 Z OFF: v391 PROP. 5' CONIC. SIDEWALK (TYP.) e. 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL OFF:42.19 L .••. OF r 1.111 19 LF 0 4" ;•_- STA:22+20.58 E RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL PROP. DETECTABLE '-• 5'. 4' SOLID WHI OFF:24.1.8`L PROP. W17-01 "SPEED PROVIDE MOT PLANS TO FDOT&ENGINEER OF RECORD. WARpIING SURFACE(TYP.) THERMOPLA STA:22+20.06 HUMP" SIGN W/W16-9p s OFF;15.131 EX. "SPEED HUMP STA:21+58,18 PROP. Wll-02 FLASHING SOLAR "AHEAD" SIGN U AHEAD" SIGN OFF:17.71'L POWERED LED SIGN W/W16-07PL 'y Q TO REMAIN PROP. W17-01 "SPEED O EX.CONC. ,.�v " HUMP" SIGN Lu \n'G' TO @EMAIN MATCFLFJf! �, 2p' 1D0 Lu Z) ( ,;� 12" SOLID WHITE 23+0 U1>O O `E.D.P. (TYP.) 22+0 THERMOP_�C_�__-__-----+ V¢a � z1+o a DANIA BEACH BLVD ` _--I- - PROP.s' ENHANCED a U a -�-- �''ROP. W11-02 FLASHING LU Z Z +`SPEED HUMP MARKINGS PER SOLAR POWERED LED SIGN ► CROSSWALK (TIP.) m a Q MUTCD FIG. 3B-29 ( 20r) W/WIS-07PL p O_ ••-•- --• "' PROP. 5' CONC. SIDEWALK A ¢W O (D 100' - ••• _ MATCH EXIST. PROP. W17-01 / NC. 1 oav-vry-tsN-mw-c O LU F Z PROP. w17-01 'SPEED HUMP" SIGN "SPEED HUMP" SIGN J - ��--� °"-� rnr. d LU W/Wt 6-9p "AHEAD" SIGN -- -tlwv-m+v O!-BRAISED-iNI ERSECTION ,� -. - 5 ^.C. S/W,11 _ LU 2 LU (REFER TO SHEET C 4.3 FOR,TDE_TA_ILS) _ _OFF:9_47Z2___ - ¢ Z STA:22+14.20 STA:22+19.20 }�U (D OFF:20.27'R OFF:20.31'R IZ" W U -?___- ---- AddiOonal Wotk Performed for City Bid No.19-DO4-Muldmodal Enhancements x EX. CONIC. POLE ----- - EX. "SPEED HUMP AHEAD" SIGN Page C 1.1-Plan Vs.As-butit Quantifies/Overruns c TO REMAIN EX, "SPEED '`5' CONIC. S/W�• �"�'� TO BE REMOVED G N"Q HUMP" SIGN Item No. Dew'10on Sheet Asbuik Overrun $ TO BE REMOVED +01 •'" Oty, Oty oty --EX 6 6"UM r E.O.P. (TYP.) 110 4 10 Removal of Existing Concrete 0 SY 5.50 SY 5.5 SY REMOVED DANIA BEACH BLVD 25+0 W MILLED&RESURFACED 24+0 Za c:_- --+-- i` ( ) 3 -r--I�-^ 0327 7019 Milling Existing Asph Pvmt 3/4' X SY X SY X SY -`--+ - .�- ^--- 12"SOLID WHITE PROP. 6' ENHANCED RMOPLASTIC z CROSSWALK (TYP) 052024 Concrete Curb.Type D 0lF 0 LF 0 LF n' (TYP.) +' �• 05222 Concrete Sidewalk S Driveway,S' 41 SY 46 SY 5.5 SY EC TABLE Fc EX. �e12 EX. DET "SPEED HUMP" SIGN Q' , WARNING SURFACE (1YP.) ,�. 05272 Detectable Warning 54 SF 54 SF OSF TO RF�tAIN - TO BE REM DVEl _-onv-tan+- v CCNC.S/W -°� ape Concrete Curb.Type NIA N/A WA �,; 5• 5' CQNC. S/W q�• W Valley Gutter N!A NIA NIA = s -- 'I, EX. "STOP" SIGN D 4• TO REMAIN I Note 1-Plan quantity exceeds contract quantity LEGEND ¢ EX. PAVEMENT MARKINGS u ® TO BE REMOVED ENHANCED CROSSWALKS + 11 LF OF 24"SOLID H ro I WHITE THERMOPLASTIC , RAISED INTERSECTION I 3 urc WILLING & RESURFACING - -y PROP. MILLING &RESURFACING 1 (LIMIT. END OF DOUBLE SIDEWALK IMPROVEMENTS I I YELLOW PAVEMENT MARKING) C 11 c DETECTABLE WARNING SURFACE J11 50 LF OF 6" DOUBLETHERMOPLASTIC SOD REPLACEMENT / �. ! WITHOY/Y RPMS®4V9 16 T ---- RIGHT-OF-WAY ' l I �••••••/® I r BCTED#19050606 r ' I / Additlonal Work Performed for City Bid No.19-004-Multkntodal Enhancements f� ' Page C 1.2-Plan Vs.As-bu18 Quantifies f Overruns =e F r Item No. Description Sheet Asbullt Overrun E3g 50 LF OF 6" DOUBLE OW I �I Qry Qry O.y y� y THERMOPLASTIC MATH Y/Y RPMS ®40' .C. I/ 110410 Removal of Existing Concrete 11 SY 465Y 35SY Y: 11 LF OF 24" SOLID WHITE THERMOPLAS D327 7019 Milling Existing Asph Pvmt 3/4• 666.3 SY 789.56 BY See Note 1 t a z y Q RELOCATED STOP SI PROP. MIWNG h RESURFACING(TYP.)'052024 Concrete Curb,Type D OLF 0LF 0LF 20 STA:26+80.49 e STA:27+02.92 05222 Concrete Sidewalk&Driveway,6'146 SY 186 BY 41 SY OFF:35.99'l r _ a ) 3 OFF:35.87'L r SCALE IN FEET PROP. DETECTABLE I�„ .2' a 05272 Detectable Warning 101 SF 102 SF 1SF WARNING SURFACE (TYP.) I PROP. DETECTABLE 8 4• WARNING SURFACE(TYP.) Concrete Curb,T MATCH EXIST. CONC. SIDEWALK TYP. I ypaF NIA WA NIA F.. MATCH EXIST. CONC.SIDEWALK (TYP.)r U � 5- CONC S/W I Valley Gutter N/A WA N/A L Q PROP. 5• CONIC. SIDEWALK (TYP.) f W PROP. 5'CONC. SIDEWALK (TYP.) I ,y STA:27+03.59 - Note 1•Plan quantity exceeds contract quantity a w = EX. "STOP" SIGNr ~ TO BE RELOCATED r• �'' y ULtl1 ly 50 LF OF 6'DOUBLE ST0�0800' _ TOP SI N TO REMAIN U Q¢ YELLOW THEIR ® ' CROSSWALK (TYP.) '..:.'..^...:.'.. . '' _.._. '-. C a. a WITH Y/Y RPMS®40-O.C. 12;e SOLID WHITE Z 2 a THERMOPLASTIC (TYP.) ."...,. DANIA BEACH BLVD ¢ ¢ -1 E.O.P. 17 LF OF 24' SOLID- -� '1 _2 1- Cl- en (TYP.�WHITE THER1i3OPLASTIC 27+0 _ 5' CO C. W W 2 Z �-•---T�- -+- 50 LF OF 6" DOUBLE OW STA:28+08.64 �F - W J � q 11 SOLID PROP. 6' EN�ANCED THERM INTH Y' OFF:S31.51'R ,y it� W E, WHI OPLASTIC CROSSWALK (TYP.) RPMS® W rl RELOCATED STOP SIGN z 5.67 ' ' ' ' ' ' ' MATCH EXIST. CONC. DEWALK 0¢ Z -:.. 1.31' N - •--•- - - -'-' ' - °°a .11'R STA.2G�9 STA:26+97.01 � � C STA:�+08.34 � EX. p EX. "STOP" SIGN J OFF:2 •R SID ALK (TYP.) V Z TO BE RELOCATED _J, -ate o« ... r ct v W 5'CONC. S/W sy a' CONC. S W V ��. . , •� ., ...'. : M ST. LF OF 6' DOUBLE YELLOW THERMO, ° °17 a X. PAVEMENT MARKINGS TO REMAIN U" 9 ,3 r- 4' 1 CONC SIDEWALK STk 29+61.55 MATCH EXIST. .p PROP. MILLING k RESURFACING r CONC. SIDEWALK } (TYP-) I s PROP. DETECTABLE b TO 4 TA: 9+ WARNING SURFACE (TYP.) Q 9 S7A.26+95.67 OFF:25. STA:29+67.26 - STA:26+65.45 r OFF:26.34'R STA:29+27.77 STA:29+ 4. OFF:28.77'L FF:25 a / OFF:25.20'L ' OFF.26.06'R '1 1 r EX. "STOP" SIGN STA:29+31.59 ° r STA:29+72.85 TO BE RELOCATED OFF:;27.75'L ' OFF• 4' 3 PROP. 5 CONC. SIDEWALK � if v7 STA-25+87.51 _ COMC. S REPLACE TWO r OFF:26.27R / 5'dCONC. S/W :'�' - -FLAGS OF S/W Q a-y r r RELOCATED STOP SIGN EPU ••_R ' ®STA,.29+72.B5 11 LF OF WHITE F�Y2' S/W R26' OFF:21.02'L 3: STA:29+24.91 Ia' SOLID WHITE ti ' ]J it LF OF 24" SOLID r 2R0 -3i r -I WHITE THERMOPLASTIC OFF:15.4B' , THERMOPLASTIC •STA:29+63.8 Z 2; REPLACE ONE 1 U U - / SO LF 0 DOUBLE ---- E.O. . (TYP.) PROP. 6'ENHANCED U W YELLOW 1HERMOP FLAG OF S/W STA:29+19.17 30+0 __WITH YJY RPMS CIL40 n_ 29+0 yp OFF:20.35'R CRQsswA�TYP.) DANIA BEACH BLYD +---- -_I-+- - Hk 29+88.03 p 12" SOLID WHITE i ' ® MATCH EXIST. CONC. THERMOPLASTIC(TYP.) OFF:10.38'L Li r SIDEWALK (r•P•) ' s -PPPP. EDGE OF PAVEMENT r•7 " STA:5:20.482 OFF:19.90'R STA:29+77,73 *' ® .20.41 R ENHANCED CROSSWALKS PROP. 5' CONC. : �e 2p' 924.93'6 OFF�0.39'R .._._�� U RAISED INTERSECTIONp� F- rxv- ''-W29-t>�1 R 1 . . - • .'1• • W MIWNG& RESURFACING 5' CONC. E(1 PROF+. 5' CONC.• _ SIDEWALK IMPROVEMENTS -STAp:F'2FY?+1g0,3 ¢' ' FLAG OF STA-29+45.88SIDEWALK l/1 �mC 12 n STpAF:2F9y5+gT�67.g5�9 f EX. "STOP' S OFF:31.83'R W DETECTABLE WARNING SURFACE Z9.20 09R > L TO REMAIN 4.1 SOD REPLACEMENT 6 STA• + t" rq Q �' •$ 15 LF OF 24' OUD ---- RIGHT-OF-WAY 11 LF OF 6" DOUBLE - _ WHITE 1HERM LASTIC W TH R 0. 6" U LLOW r- 10 0 2 0 13CTED#19050606 r 5 LF OF 6" DOUBLE YELLOW 6 EX. PAVEMENT MARKINGS (THERMO.) STA:31+87.90 TO REMAIN IS : . 5 ^ " OFF:24.041 EX. "STOP" h "OFF.2&25'L STA:31+83.89 TO ,0 °� 3 m TA:32+26.06 R NE(1) OFF:24.05L OFF.27.62' /W u E o} STA:31+82.75 +° STA: 8 €a E OFF:19.34'L OFF:23.35E 6 STA:31+82.82 ,'� •32f74Q5__�_ _OFF:16 4j'L- -- a a OFF,1✓4,13-L +t -------- -SOUb -SIOe=S1GN TO REMAIN Z --- WHITE TH CONC. S W� ! ,.�/�-TA-32+24.66 5 CON_C.g ysi' O "' 50 lF'OF 6"DOUBLE E.C.P. - STA:3&92.40'�', ^' OFF:16.30E I` YELLOW�ERMOP OFF:?3.B7'L - - - a WITH YN R.pMS 40_O,C.� REPLACE ONE (1) 14 LF OF 24 SOLID 4 g WHITE THERMOPLASTIC F= DANIA BEACH BLVD `. FLAG s/w a F O 3 1,- - _ ---- 12`SOLID VWHITE 50 LF OF 6 DOUBLE. �' < U -----�- '-'i^---~----��--- THERMOPLASTIC YELLOW THERMOP 4. Z W PROP. DETECTABLEJul M � PROP. 5' CONC. WARNING SURFACE STA.31+73.33 PROP 0(TYP•) WITH Y/r RPM - a w 7 O SIDEWALK (TYP.) (TYP.) OF 79 61'R 4` _ L-NHANtED A:32+t 7,89 o: ..PROP. 5' CONC _ CROSSWALK STA:32+20.05 =LL O N STA:30+57.86 STA:f50+93.91 0•EWALK (TYP) & rx ETC F FIF (TYPO OFF 15.07' OFF: t aa. U[q OFF:19.62'R OFF:t9.62'R -• .,ye" 'ay _ �I - Z Z 4 Q Q tJ(ATCH EXIST. Z ❑ O- W STA:30+95.40 EX.ASPHALT ODEN POLE 0y :'1 4` !f C ALK Q w 0 0 W OFF:24.62'R TO BE REMOVED TO REMAIN :, P. 5' CONIC. p- Z_ T I STA:31+74.82 r SIDEWALK (TYP.) Lu V) r STA:30+70.01 EX. "STOP" SIGN r I Q a� Uj � OFF:24.62'R .• r OFF:24.61'R r'� TO BE RELOCATED 20 0 20 O lL W I ,. b STA:32+09.00 Z In n OFF:2&6B'R SCALE IN FEET Z I 50 LF OF 6" DOUBLE r ? I STA:32+04.79 U LU I YELLOW THERM OFF;26.24'R LEGEND WITH Y/Y RPMS®40' O.C. a / 13 LF OF 24" SOLID ® ENHANCED CROSSWALKS I r WHITE THERMOPLASTIC b ° r r RAISED INTERSECTION S PROP. MILLING& w •JI RESURFACING (TYP.) 0 MILLING&RESURFACING Additional Work Performed for Clry Bid No.19-004-Muttimodal Enhancements I y1 i SIDEWALK IMPROVEMENTS e O Page C 1.3-Plan Vs.As-built Quantities I OverrunsFA Item No. Dexdptlon Sheet Asbuilt 0vemrn c/_- ' " DETECTABLE WARNING SURFACE a y- a g Oly City aY - SOD REPLACEMENT U . ENHANCED CROSSWALK: ---- RIGHT-OF-WAY ¢ � 110410 Rernoval of Existing Concrete 2.20 SY 30.10 BY 28.11 BY 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL �,. 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER 0327 7019 Milling Existing As Pvm[3!4' 570.5 SY 595.56 BY See Nate 1 COURSE BORDER. 9 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE NOTES -Sd 052024 Concrete Curb,Type D 0 LF 49.50 LF 49.50 LF DETECTABLE WARNING SURFACE: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88. " 1. "UQUID"DETECTABLE WARNING OR APPROVED EQUAL 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL 05222 Concrete Sidewalk 8 Dri-ay,6- 71 BY 80.50 SY 9.S BY 2. COLOR SHALL BE STANDARD YELLOW. BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR _ r (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES.SIGNS,ETC.) 9 05272 Delectable Warning 99 SF 103 SF 4 SF ADDITIONAL NOTES: 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(%)AND w 1. CONTRACTOR SHALL COORDINATE WITH FOOT REGARDING RESURFACE(-Y")PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. E Concrete Curb,Type F WA 82.00 LF 62.Q0 LF PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON U51 EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS , a. FROWARD t:0UN1YS RENEW OR APPROVAL OF THIS SHEET IS UNITED TO EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS STOP BARS,CENTERUNE MARKINGS,AMBER/AMBER RAISED PAVEMENT 3 Valley Gutter N/A 7.DO LF 7,00 LF PROJECT). MARKERS ALONG THE CENTERUNE MARKINGS,STOP SIGNS,STREET NAME SIGNS ATOP THE STOP SIGNS,SPEED HUMP SIGNS,SPEED HUMP SIGNS 2, CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL WITH AHEAD PLAQUES,AND DEAD END SIGNS.' Note 1-Plan quantity exceeds contract quantity RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL 5. ANY SIGNS/SIGN ASSEMBLIES WILL BE INSTALLED OR RELOCATED AT PROVIDE MOT PLANS TO FDOT&ENGINEER OF RECORD. LEAST FOUR FEET AWAY FROM THE EDGE OF THE PAVEMENT. r 'c C 1.3 BCTED At 190506061 50 LF OF 6" I LEGEND Additional Wwk Performed for City Bid No.19-004-Multimodat Enhancements A DOUBLE YELLOW f _ PROP. MIW NG do Page C 1.4.Plan Vs.As-built Ouendties I Overruns THERMOPLASTIC RESURFACING WITH Y/Y RP _ ® ENHANCED CROSSWALKS h 11 LF OF 24"SOLID Item No. Description Sheet Asbuilt Overrun 3 WHITE THERMOPLASTIC RAISED INTERSECTION Oty oty Dty r, STA:3+36.66 =s$ STA 2+91.72 _ _ t OFF:79.27-L MILLING&RESURFACING 110410 Removal of Existing Concrete 7 SY *05.56 SY 98.56 SY 2=z OFF:22.56'L - 1 PROP. DETECTABLE .:•i'y.;" SIDEWALK IMPROVEMENTS WARNING SURFACE(TYP.) 0327 7019 Milling Existing Asph Pvml 3/4• 411.8 BY 505.44 BY See Note 1 EX. 'STOP' DETECTABLE WARNING SURFAC s v SIGN _ r 0520 2 a Concrete Curb,Type D 0 LF D LF 0 LF TO REMAIN ' S .13 SOD REPLACEMENT EXIST. L ---- RIGHT-OF-WAY 0522 2 Concrete Sidewalk 8 D veway,6 ri WALK 7E8.78 SV 2 .28 SV 49.50 SY 3 ALK N 4, WA 05272 Detectable Warning 90 SF 90 SF D SF c END" SIGN +' STA:3+5 9 p Concrete Curb.Type F WA 0 LF D LF 0 F- END" Win TO REMAIN 4' 4' CONC S/W a Valley Gutter N/A 0 LF 0 LF O Z /W 0 4' 2 GANG. S _ •�i(. Note 7-Plan quantity exceeds contract quantity a LU H-- + w F- STA:3+41.22 OLI Z. PROP. 5' NC. y�j> 0 ' 12" SD WHITE l SIDEWALK 50 LF OF 6" DOUBLE _ 0 fn OFF:16.68'L 0 , YELLOW THERMOPLASTIC r U STA: __ WITH Y/Y RPMS 0 0. . Z rn a 1 LFOF 24" SOLID DO f WHITE THERMOPLASTIC Q 00 n- - EX. - _---- E.O.P. (TYP.) PROP. MILLING & r �w 0 Z Ex. "No SW 1ST 5�' CUTLET" SI 4, ,+ PROP. 5' ENHANCED „7 f RESURFACING i W J _� TO REM CROSSWALK (TYP.) EX. "SS OP" (L W W W W .4' TO REMAIN •P � �' 'oN� STA:5+28. Q tj, OFF:26.8 ' �v (0 _fq, o d' `°'xv OFF:22. r •I ST 5+ V Z 41 AS + n I 0 :27.72'L U W m" OS oN_mry 'y^ ` �� PROP. DETER AB •y •-/ + OFF:23.7'L - ARNING SURFACE (TYP 4 •-a .,4' CONC. STA:4+16.68 MATCH EXIST. PROP. 108' OF 5' STA:5+23.10 1) s - OFF:19.94'L / CONC. SIDEWALK THICKENED EDGE + 016.22'L FLAG OF S o " STA:4+16.28 f (TYP.) CONC. SIDEWALK ^,� STA. LL ° STA 5+76.26 OFF.15.95'L ° STTA:4+21.15 _ + __- OFF t -a'--- ''•�STA:S+z802 PROP. 6' ENHAN oxu - ... r a.,�'•.��' .^�: .. OFF:II.OT]'L CROSSWALK (TYPJ $ W ae ' `�•. i'' ,� .• 12"SOLD WHITE J a STA:4+18.15 '' '�. • PROP.WIT-02 FLASHING SW 1$ ST 5 { J E.O.P. (T"P.)• SOLAR POWERED LED p THERMOPLASTIC(Tl :) +0 F31 . 2L PROP, 6'ENFANCED SIGN W/WI6-07PL S+ +° ' 'a� CROSSAIT (TYP.) -- "-PRbA.86' OF ,"o _ - TA:5+10. 6 THICKENED EDGE 0-1 4+0 -I" Y- STA:5+37.44 E.O.P. .) o- ye^ SW 1ST ST ©OFF.15.63R GONG 510EWA ,� ,� _ - 1-12" SOLID ITE PROP. DETECTA u:g TA:4+53.32 ,91.'P ^r^ THERMOPL TIC WARM i •4' CONC. S W U11 =- STA:4+24.50 .23.39'R ..:A ',A r 6+ w OFF:19.74'R ... - few ^. w STA 4+ ii 19.09 J, I 30' + ••• .:.. .... •• -yv �, MATCH EXIS. ^. SR +• �,44S9Z• A. +10. 6 ® STA:5+37.32 CONC. SID ALK u s EX. WOt�ENYCJt.c OFF:23.19'R S :5+25.0 TO REMAIN OFF:16.63'R 0 : OFF.-15.38'R (T�•) mxu ,8' STA 4+50.46 ®w 1 15.49'R R Q.00A� + t OFF:10.58'R 6TA:5+25.0 E 6 � a PROP. E CONIC. q EX. 0 BE RELOCATED OFF:1,.4,,R NOTES: MA CONIC. 1. ELEVATIONS SHOWN HEREON ARE R CED TO NAVD'88. xmn STA:5+20.02 _ Sl A ,:r SIDEWALK T1'P, ^'r 2. ANY DAMAGES INCURRED AS A RE T OF THE CONSTRUCTION SHALL A A E t h A I W OFF:10.53'R__ BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR .„ TO BE REMO �_ a'CONIC. S __ ,Q (THESE INCLUDE PAVEMENT MARKIN .SIDEWALK.UTU nm SIGNS ETC.) t, S/W _ A:4+57.20 I 3. ALL PROPOSED ENHANCED CROSSWA S SHALL BE MILLED(1')AND --- -----A:4+25.10 _ F �v OFF:40.30'R I RESURFACE(�")PRIOR TO INSTA ON OF PATTERNED PAVEMENT. C 1.4 rz OFF:36.32'R 1 STA:4+51.74 I <. 'BROWARD COUNTYS REVIEW OR APP OVAL OF THIS SHEET IS LIMITED TO STA:4+29.47 ^s ( OFF-47.10'R STOP BARS,CENTMJNE MARKINGS, MSER/AMBER RAISED PAVEMENT 1 MARKERS ALONG THE CENTERUNE M KINC9•STOP SIGNS.STREET NAME OFF:39;$B•R In 141LF OF 24" SOLID WHITE hIERMOPLASTIG SIGNS ATOP THE STOP SIGNS,SPEED HUMP SIGNS SPEED HUMP SIGNS 50 LF OF 6"DOUB I i WITH AHEAD PLAQUES.AND DEAD SIGNS.' THERMOPLASTIC WITH Y/Y RPMS® 0' O:C ` 5. ANY SIGNS/SIGN ASSEMBLIES WALL B INSTALLED OR RELOCATED AT T FOUR EEET AwAyPAVEMENT. Addi:ional Work Performed for City Bid No.19.004-Multimpdal Enhancements BCTED#19050606 Page C 1.5-Plan Vs.As-bull!Quantities/Overruns A Item No. Descrip0on Sheet Asbuitt Overrun LEGEND F Dry City ® t; 110410 Removal of Existing Concrete 12 SY 48 4B SY 36 BY ENHANCED CROSSWALKS ORAISED INTERSECTION z>it0327 7019 Milling Existing Asph Pvmt 3/4' 334.2 SY 391.78 BY See Note 1 MILLING &RESURFACING 052024 Concrete Curb,Type D 0 U 81.50 LF 81:50 LF SIDEWALK IMPROVEMENTS D522 2 Concrete Sidewalk&Driveway,6" 39 SY 84.77 SY 45.77 SY 20 0 20 s e." DETECTABLE WARNING SURFACE 05272 Detectable Warning 59 SF 69 SF 0 SF SOD REPLACEMENT SCALE IN FEET Concrete Curb,Type F NIA 0 LF 0 LF ---- RIGHT-OF-WAY 7ZL.0 Valley Gutter N/A 0 LF 0 LFNote 1-Plan quantity exceeds contract quantity O ® aU F 8 LF OF 6" DOUBLE YELLOW(THERMOPLASTIC) y M / EX. PAVEMEN {-> 0 / / MARKINGS W co / PROP. WIi-02 WHITE THERMOPLASTIC r =LL� (n FLASHING SOLAR PROP. MILLING do TO REMAIN f V Q 0: POWERED LED SIGN RESURFACING + w Z 2 Z r W/WIS-07PL EX. "STOP" SIGN 12" SOLID WHITE Q K-,I TO REMAIN THERMOPLASTIC TYP. PROP. 6' ENHANCED +,�� _ OL OFF:21.66'L - __�I �" STA:8+18.87 'TQ'W O (� CROSSWALK (TYP,) 1:: -0 OFF,26.07'L 7 U Z r MATCH EXIST. STA:7+87.26 3 LU H CONIC. SIDEWALK / - �' ,� REPLACE ONE(1) a � / OFF:25.20'L ' STA.7+37.39 REPLACE ONE(1) - / FLAG S/W W 2 LU OFF,21.71'L FLAG OF S 4- t 4 79z-�;'r- O¢ Z _s ---- 4' CONIC. S/W C. S W~ ° U -Ur RbP RAISED PROP 5' CONC. STA:B+ r �... Z _ CONIC. S/N-/t.Fs IN-TERSECifON- ID - A - _ STA:7+80.30 „ OFF:17.14'L V W SPEED HUMP M RKINGS PER-' (REFER TO SHEET C 4.3 S: r °' OFF'19.27Ly ° PROe DETECTABLE ga 9 MUTCD FIG._ B-29 (TYP.) FOR DETAILS) _ r WARNING SURFACE SIGN 13 LF 0„a24"SOLID ............... e' 20, ( ) EX. "STOP" £ ER OPLAS71C STA 7+42.31 PROP. W17-01 'SPEED TO REMAIN GA. PAVEU,ENT STA 7+41.97 HUMP" SIGN MARKINGS OFF:11 40LL,, -'-- - o TO REMAIN 7+OOFF:18.99'R PROP. 6`-yHANCED-_---i-p--------�- ��'-- --- -+--- --�\----F-- - �cRosswALK (TYP.) SW 1ST �-+36.97 EX. PAVEMENT MATCH EXIST. TYP. 'a/ OFF:16.43'R r rPPAOTE OF ( ) MARKINGS ( ) 1� R2p5' / E.O.P. TYP. �2 a TO REMAIN r` fy P0' 39' STA:7+26.56 S STA:6+87.26 OFF•1gg9 R 0 •19.06'R brC o�1 dp e>a FF-24.46'R STA:7+31.39 TA:7+48.48 ,p as ' �21 4' CONC. S/w,i' , �,s OFF:23.84'R •)'�' : " 7-01a'}' 4 _ STA:7+26.36 = -•s . _. 5' CO - EX. 'STOP" _ vx++ 4 DJ UW'slGq> -a-swc,, ,: p+ota 1 FLAG OF S/W I TO REMAIN e" �4 PROP.•Ot:1ECTABLE WARNING I ~t OFF:24.40'R TYP a: p SURFACE (5 .) MATCH EXIST. \,;p STA:23.811'R6 I t w CONIC. SIDEWALK FLASHING SOLAR i u PROP. 5 CONS __*' '= 1 r SIGN W/W18-07PL ------�-MfSWALK(TYPP i ST.1c 6+79. 1 t H OFF:29.89 R I 1 OFF:29.33'R I STA:6+89.98 �' Z t� . 'STOP" SIGN TO BE RELOCATED OFF:29.49'R ' W - RELOCATED STOP SIGN 12 LF OF 24"SOLID z d t: P OP LLI G& El.UR ACTINr, ® I I WHITE THERMOPLASTIC a a 11 LF OF 6- DOUBLE YELLOW(THERMOPLASTIC) 1 � �C 1.5 �< EX. PAV M T MA KING 0 AIN SICTED#19050606 Additional Work Performed for City Bid No.1M04-Mulfimodal Enhancements Page C 1.6-Plan Vs.As-built Quantifies/Overruns Item No. Des LEGEND cription Sheet Asbuitt Overrun �§ Oty Oty, Oty, ® ENHANCED CROSSWALKS 's s 110410 Removal of Existing Concrete 23 SY 35.78 SY 12.78 SY RAISED INTERSECTION 6 g L2L M27 7019 Milfing Existing Asph Pvmt 3/4• 128.5 SY 165.56 SY See Note 1 MIWNG&RESURFACING 2 2 D520 24 Concrete Curb,Type D 37 LF 37 LF 0 LF SIDEWALK IMPROVEMENTS DETECTABLE WARNING SURFAC 20 0 20 5 D522 2 Concrete Sidewalk 8 Driveway,6'74 SY 119 SY 46 BY e c D527 2 Detecta6la Warning 77 SF 77 SF SOD REPLACEMENT 0 SF SCALE IN FEET ---- RIGHT-OF-WAY _U.1.11.,1 Concrete Curb,Type F N/A 0 LF 0 LF _ Valley Gutter N/A 01F 0 LF 'y Q Note 1.Plan quantity exceeds contract quwdty O Z W �w = �w � STA:1D+57.98 w> O r OFF:4. EX. PAVEMENT MARKINGS TO REMAIN =a 0 U) © �¢¢aa I 2 4 15 LF OF 6"DOUBLE YELLOW THERMOPLASTIC W Z Z WHITE THERMOP r 4f m Q J STA:10+50.03 d r OFF:33.72'L r ° r OFF:30.21'L Z r to O STA:1 D+ w 45.08 ' t REPLACE ONE (1) ¢ Z ' OFF:34.42'L v~j '" r" FLAG OF S/W EX. "STOP" SIGN fl / STA•10+84.79 0 t7 TO REMAIN 3 I a W STA:9+32.97 r S7A:9+67.48 REP CE ONE(1) FLAG OF S/W O 96 0 Q Z OFF:25.)3'L / STA:9+40.B7 STA:10+49.16 I OFF:25.56'L STA10+19.3 i� TA:10+83.39 STA:10+85.32 ,� U U OFF:25.69'L STA:10+44.56 OFF:25.1 O'L 4' MATCH EXIST. ,y OFF:10..g -OFF•2 . T Z CONC. SIDEWALK {' CONIC. S U LU •!+ e. r STA:10+8 PROP. WI1-02 4' CONIC. S/W ----- r• •'• •4 OFF.18.11'L PEDESTRIAN SIGN W/ • PROP. 6' ENHANCED PROP. WI1-02 FLASHING SOLAR W16-9p"AHEAD" SIGN v, g TA 9+33.04 STA:9+38.85 STA:9+67.24 PROP. 6 CONC. CROSSWAL+.(TYP.) ,+ POWERED LED SIGN W W16- F 9 PROP. 5OFF ' CONC. OFF:20.70'L OFF:20.56'L SIDEW (TYP•) R36' 00' W SID _41-.•^� (-12'SOLID MMI E.O.P. TYP.) THERMOPLASTIC(TYP.) THERMOPLASTIC . .i•. PROP. EDGE OF °a�+ - -P-}�---__-----}---- SW 1ST ST REPLACE ONE(1) 10+0 Pp #LENT STA:8+97.13 a __ - --�"- - REMOVE 12 LF OF TYPE'D' CURB 9t0 OFF:II.SRR-15r^*- �Of IST. EDG OF -+- SW 1ST ST &REPLACE W/6 LF OF HEADER STA9+04.35 PA 1 00 CURB k6 LF OF TRANSITION CURB I '1 OFF:19.81'R 7 LF CF TYPE'D' WRB PROP. W11-02 e•' y� TYPE CURB TYP. r ^� A FF•+�. 4rr� STA°•10+83.77 'D' CU ( ) STA:9+04.16 :24.13'Rt ^ W15- "AHEAD" SIGN O11.10'R •' OFF:11.30'R S TA:9+11.54 R24' _ " SIGN MATCH EXIST. ''' �;` STA 10+80.17 $5 OFF:20.08'R CONIC. SID o __•++o6;R_SRN-=�v=c=-om+=rev=rev-_ = u t . ^� REM 5'C NC. S/W _aN-a>,v-..�mr�••rr c° STA 10+8*R w �I •R �y ,STA:9+47 96 OFF:24.82'R OFF:17.08'R 3 R25' © I PROP. DETECTABLE EPLACE,01� ^s` s OFF:14.66'R REPLACE ONE(1) I t WARNING SURFACE ? 1) FLAG OF pSpTFFAAF.p9p+gg48..R23 FLAG OF S/W I STa:9+AIS 1YP. TAw9+08.01 '^ . 9 1 STA:10+39J3 STA:10+75.15 OFF:25 91'R OFF:24.85'R FF:24.95'R= o- U PROP.•DETECTABLE I t OFF:11.96'R TA9+14.95 ^ ^ WARNING SURFACE IYP.) t PROP. W11-02 FLASHING SOLAR OFF:25.22'R ^,^� STA:9+38.90 POWERED LED SIGN W/W16-07PL wry OP, EDGE OF 4' u1 STA:10+39.69 PAVEMENT o 3 OFF:26.1VIR I 85'R PROP. 5' CONC. - a 1 0 4'S LI WHITE THERMO. I t OFF:t6. SIDEWALK (TYP.) HOC 1.6 S + . OFF:37.59'R i°^ EX. PAVEMENT MARKINGS TO REMAIN I t STA:84+24.9t 13CTED#19050606 --- OFF:31.33'L LEGEND I 50 LF OF 6"DOUBLE I STA:B4+25.12 YELLOW THERM O I I OFF:25.44'L ® ENHANCED CROSSWALKS I STA:64+27.16 I WITH Y/Y RPMS®40' O.C. ® I OFF*26.41'L RAISED INTERSECTION NG & A STA:84+26.74 y a RESURFACING "' �`�- '• a' OFF:24.09'L ,:... MILLING&RESURFACING E E E 10 LF OF 24" SOLID PROP. DETECTABLE WARNING :;.'r•'.",�- SIDEWALK IMPROVEMENTS t ` WHITE THERMOPLASTIC I SURFACE (TYP_) STA:84+40.37 DETECTABLE WARNING SURFACE e Y RELOCATED STOP SIGN - OFF:31,671 SOD REPLACEMENT EX. PAVEMENT rP "' U I I ---- RIGHT-OF-WAY _ MARKINGS TO BE REMOVEDq> I STA:84+00. 20 20 :I STA:84+41.7 p OFF:23.4 •3 .0 '1 F STA.-83+96.47 _ SCALE IN FEET OFF:25.53'L �, Z P O ATCH EXIST.57 CONC. SIDEWALK L STA:83+94.05 -� +�''• Additional Work Performed for City Bid No.19.004-Mut6modal Enhancements O OFF:21.19-L " 4• _ Page C 2.1-Plan Vs.As-built Quantities 1 Overruns m W = • ,z• 4' CONC. S W L Q}}-U F + GN 5' CONC. S/W vTO_9EX,E-RELOCAST ITED •'° STA** +45. Item No. Description Sheet Asbullt Overrun w] 0 a ..ACE ONE(1) �'`' R79' 2'7 OFF.2, .52'L Dry Qy Qty =LL Z PROP.b ENHANCED FLAG OF S W ° V Q a fP' CROSSWALK(TYP-) >d / c" •'v: + 0.88 STA•84+45.48 110 4 10 Removal of Existing Concrete 15 SY 25 BY 10 BY Z Z ��, •;; ""v + .5 �` OFF:25.84'L o] OFF:19.10'L Q"u 12" SOLID WHITE E.O.P. (TYP.),1% OFF;19.13'L P 6' ENHANCED 0327 7079 Milling Existing Asph Pvrnt 314' 334.2 SY 391.78 BY See Note 1 Q OC O a THERMOPLASTIC 4+0 CR SWALK (TYP. z- Z to _ --}---�-t 052024 Concrete Curb,Type D 0 LF 0 LF 0 LF Q LU O 83+0 a (TYP.) `�._{--_ _-----."' z• 1 z' S ID WHITE °W0 Z ' +-'�- - THER PLASTIC TYP. D522 2 Concrete Sidewalk 8 Driveway,6'35 3y 43.39 BY 8.39 SY W =1--- STA:83+66.32 � (TYP.) n. :_ � STA:83+29.10 R30' OFF:23.62'R STA:83+82.69 NW 2ND ST .✓ LU 0527 2 Detedaole Warning 66 SF 67 SF 1 SF W STA:83+23.46 OFF:23.93'R FF, 0 Q Z OFF:22.56•R .P,; + E((1) a 1•1 Concrete Curb,Type F N/A o LF 0 LF U OFF-23.89'R v-• 3 R 0 z RJEPLACE ON n W;? _ Valley Gutter N/A 0 LF 0 LF 0 111 G OF S/W9`$ TA:8128.911 7 :ems, A-.� O.EF 7R 94 ---- - T Note 1-Plan quantity exceeds contract quantity A EX. "STOP" SIGN 0 BE RELOCATED 1 l - 13 LF OF 24" S LID PROP. DETECTAB 1 4` WHITE THERMOP STIC o " WARNING SURFA �c"',^ - u W ¢,RELOCATED STOP IGN _ (TYP <� } 50 LF OF 6"DO LE H ep STA:83+23.0 I YELLOW THERMO A 3.•� U I EX. PAVEMENT tl OFF:28.94' y. WITH Y/Y RPMS 40' O.C. MARKINGS B STA:63+31. ® $ZF TO REMAIN • C PROP. MIMING& EX. "STOP" SIGN OFF:29.0 I RESURFACING TO REMAIN z B'- MATCH EXIST. 11 LF OF 24" SOLID F47 EX. WOODEN POLE / >> ' ^4 TO REMAIN CONC. SIDEWALK , WHITE THERMOPLASTIC ' �? PROP. 5' CONIC. r .' 1+54.88 S �S! I SIDEWALK OFF/30.56'L i STA:81+61.12 PROP. DETECTAB E u I v WARNING SURFA {cs �. 5• GONG. S/1N `- `�.'.•.' (TYP-) PROP. W11-02 r _ STA:81+67.39 32 STA:81+71. / w e A,. PEDESTRIAN W OFF:IS. OFF:19.41'L W16- o _. PROP. WIt-02 100' E.O.P. (TYP.} FLASHING SOLAR 12' SOUD WHITE >r •..--... `--_-._ POWERED LED SIGN THERMOPLA_qTIC NW 2ND ST W/W16-07PL (y;Yp,) a 82+0 _ ----- 81++0 --- _-_.g-t •" PROP. 6' ENHANCED STA:81+66.29 CROSSWALK (TYP.) rEO.P. (TYP.) •.p OFF:11.68'R STA:81+71.29 85 OFF':11.58'R -.. C 2.1 PROP. W11-0 PROP W11-m_F,XSHI - wy • DESTRIAN Sll'0J W/ SOLAR POWERED LED InF�Al le yr 4' ASPHALTS r W16-9p AHEAD" SIGN SIGN W W16-7PL orv- -� .81+71.2 -- -piOJ_ v-cv-wv -' 4 J MATCH EXIST. OFF:15.66'R -- 4 CDNC. S/W OFF:15.58' •0 :"GONG. SIDEWAI1f_.___------- BCTED#190506061 LEGEND Additional Work Performed for Clry Bid No.19-004-Mullimodal Enhancements ® ENHANCED CROSSWALKS Page C 2.2.Plan Vs.Asbuilt Cuantities/overruns RAISED INTERSECTION a V u Item No. Description Sheet Asbuilt Overrun MILLING do RESURFACING E E City City City t t • SIDEWALK IMPROVEMENTS 110410 Removal of Existing Concrete 11 SY 17.33 SY 6.33 SY DETECTABLE WARNING SURFACE 0327 7019 Milling Existing Asph Pvm1314" 170.40 By 186.89 SY See Note 1 SOD REPLACEMENT 20 0 20 052024 Concrete Curb,Type D 0 LF 0 LF 0 LF ---- RIGHT-OF-WAY '•a 05222 Concrete Sidewalk 8 Odveway,6'29 BY 52.94 SY 24.94 SY SCALE IN FEET c 05272 Detectable Warning 47 SF 48 SF 1 SF Concrete Curb.Type F N/A D LF 0 LF I I r4 W Valley Gutter N/A 0LF 0 LF C PEDESTRIAN '> , 0.W = CROSSING SIGN 9' ^11' EX. DETECTABLE Lu WARNING SURFACE TYP. Note 1-Plan quantity exceeds contract quantity TO B 0 10- CONC. 10'CONC. I (TYP.) W PROP. W11-02 FLASHING TO REMAIN � SOLAR POWERED LED �/W p S/W =t1w O Z SIGN W/W16-07PL PROP.W11-02 FLASHING V<a SOLAR POWERED LID Q C: to _ Mill CD Z SIGN W/ - U.t EX. DETECTABLE Q Q 12" SOLID WHITE > Q rn WARNING SURFACE(TYP.) Z 0 CL THERMOPLASTIC (TYP.) D r' TO REMAIN Q w O C7 EX. YIELD SIGN Z t ® 0 z l I TO REMAIN *,4' +'" ^ OUTL 0 I EX. PEDESTRIAN w � y I r l - •� 3 SIGN TO BE REMOCROSSING IVED� 0= LU W �- PROP. WHITE HELD LINE TO w EX- DETECTABLE ci A z EMAIN - < z I WARNING SURFACE (TYP. z 4, 0 - U Ur DY 5'CON Cp S/W ¢` • TO REMAIN 9 a�.-�'-"' EX. WO EN 5'CONIC. S/W ,9 U W .>' P E 12" SOLID WHITE �.y _�, o,�„ 5'y�NH� txrv- R . 2'x4' S/W10, CO C 4 I SKIP G "10 C. '1' PROP. 2'x4' EX. PAVEMEN - (TYP.) ;P WHITE SKIP 3' PROP.DETECTABLE ,+ PROP. 6'ENHANCED S "Q ° E.O P (TYP) RKINGS(TYP-) E.D.P. (TYP.) WARNING SURFACE (TYP.) CROSSWALK (TYP.) NW 2N S 0 TO REMADE O, YIELD SIGN REPLACE ONE(1) BB$0 ___�_- S^ _ _ PROP. 1- FLASHING FLAG OFOF S/W -- - TA:86+17.22 SOLAR'- +LED0 ND OFF:17.79R 9GN W W1 7PL _ NW 2 ONE(1) F PROP. WHI YIELD LIN STA:85+72. S - - _� ,M OFF:17.9 R e OFF:19.87'R DABOUT EX. BUS" PROP. 'x4 PROP. 10 E ANCED ^ '� Fit • +72 7 31' SIGN STOP SIG '2 WHITE CROSSWA (TYP.)o - ' �+;F TO R M 4• 1 EX. YIELD SIG -- IE OFF:24. 'R __ TA 86+23.16 •TO REMAIN ti PROP. W71-0 INEDG 10' CO C. �Z 4' COW'. <_!I'! .. COHC. S W 10, C-p ZM % e EX. YIELD SIGN W •3'/W Q3 8� ._. �?' '•• ------SYA:86+23.04 µFRS WFIITE YI g+`+1 TO REMAIN -;� __ 'y _ sy 5' CONIC. S/W o" MATCH EXIST _ -UFF'24.3fi R 5' CONIC. '+ 2" SOLIO WHITE w t A:86+21.47 �' ERMOPLASTLC_ -LS;0 �1 z° SIDEWA :26.94'R ----- - .) •1�-�1 PROP. 2'x4' WHITE SKIP ' 4 EXEDESTRIAN EX. PAVEMENT I TA:86+16.44 . P (TYP.) PROP. WHITE YIELD LINE OFF:24.87'R CROSSING SIGN MARKINGS ) 0 OFF:26.79'R TO BE REMOVED TO REMAIN STA:86+71.78 � - STA:65+B6.4 ,p 16' ®'' u EX. 'STOP" SIGN TO REMAIN PROP. Wit-02 FLASHING I OFF-46.76'R OFF:24.88' I STA:86+10.25 STA:88+89.29 I SOLAR POWERED LED t R I & OFF:25.95'R � ,p $ OFF:46.88'R RESURFACING t SIGN :0 W16-07PL ,4' .. 13 LF OF 24' SOLID STA:BB+29.47 .'4 MATCH EXIST. CONIC. 5 LF OF 6' WHITE THERMOPLASTIC ,d' , 't •�' °' SIDEWALK TYP. DOUBLE YELLOW z¢ OFF: +, i ( ) . e• '; STA:86+89.25 m I X PAVEMENT MARKINGS PROP. 6.5' CONIC. _ THERMOPLASTIC I TO REMAIN SIDEWALK (TYP.) •,�;,• "• OFF:53.42'R w STA:88+29.37 5T :BB+70;66 ® PROP. W11-02 FLASHING HOC 2.2 rr OFF:53.05'R I SOLAR POWERED LED PROP. DETECTABLE ,� STA:88+46.68 ® I SIGN W/WIS-07PL WARNING SURFACE (TYP.) OFF.53.16'R LEGEND PROP. MILLING& ECTED#190506061 RESURFACING ENHANCED CROSSWALKS ! EX. PAVEMENT o-I ,'y. ® 50 LF OF 6"DOUBLE RAISED INTERSECTION MARKINGS (TYP.) ~,• PR�P. YELLOW THERMOPLASTIC f § A MI ING&~ ! MILLING&RESURFACING WITH Y/Y RPMS 0 40' O.C. F M �As„Q t R RFAC Gf. 11 LF OF 24"SOLID I ;. _ GN I 'il SIDEWALK IMPROVEMENTS WHITE THERMOPLASTIC ' I a t t A REe, Aif$4' 4 °e°^°°°^`;o$ DETECTABLE WARNING SURFACE EX' "STOP' TO REMAIN " TA:99 z °°°°°°° _ tX. STA: j OFF:30+4' D AI `•}•, SOD REPLACEMENT 20 ` RELOC STOP SIGN c I 0 2 �- I ACE ONE SCALE IN FEET v s MATCH C. rn IGHT- F-WAY REP _- "'" SID A ,d STA: 7+57. F OF S/W °+ FLAG 0 r OFF: .50' TA: 9+49.82 5' CON. r {. Z .- STA-97 61 7 OFF:29.52'L STA:9-7+64 T ' OFF; 9.331 --•"'4 OFF:24 A:9b?65.57 PROP. W11 2 FLASHING ^ z' I STA: 9+50.87 OFF:26.1 - REPLACE ONE (i) F p4•L SOLAR WEIR LE05° i OFF: 9.15'L FLAG OF 5/W ~ U) STA:97+11.9 y, 1:. �' � SIGN - _ --4 STA:99+60.9$ w ,OFF:27.89' �r--ncr EX P LES `-? � 5' CCopNG ' - OFF:19.74'L F_ a TA:97+17.61 R25' STA: 9+05.64 _ 1+� ,.1 .,v PROP. W11-02 Z W O ,24.54'L -�- CURB 0 :22.74L STA:99+7a.05 STA 9+p7.93 _ey FlASH1(�cSDt� - a UTTE 12' SOLI WHITE STA:99y+43.67 yPOWEREO'"[E6-9GN w 4 OFF:12.381 :16.83'L 1 ! S OFF '28.62'L [„x.' a CONIC. S/W W1 yQ6-n7r w p Z 9 + _ •) ^d' STA:98 9S.S7 � STA:99+15.D8 - 1 ` U Q a Z - H _ =_ OFF:22.61'L OFF:14,92'LE.O.P. (TYP.) Q to NW 2ND ST OFF: 3.79'L 'STA: 9+55.88 g Z STA;97+13.53 STA:97+65.75 STA:99+13.12 0!Z- 12" S IUD WHITE t •99: 4812'L VALLEY CUTTER(TYP.) m C .¢.I OFF:19.70'L OFF:18.20'L ERMOPLA T1C TYP.)99+ gO.57 L :99+ L a _ ( &z° 100+o a < 2' VALLEYIL SUTTERG,y �,. , , PROP. PROP. W11 - FLAS IN PF4PAVEM _----~-- Q COO r SOLAR �p PAVEMENT OP. 6' NHANCED NW 2ND ST o a Z PROP. DETECTABLE EP OF CROSSWA (TYP.) w F WARNING SURFACE v;pw SIGN 7PL .� CL (TYP•) k 3tiTA:97+58.59 EX. "END T� STA:9 +51.00 0! W OFF:17.91'L 4-R_ ATC-F�CD p¢ , ^ � •? PR0�9^ENHANCED +a ty U CD ALH(OLIO y CE THREE (3)FLG OF S/W U w S' CONIC. S/W WHITE THEIR - s FACE( ) I R25' STA:99+51.18 'ON WA SIGN ONE (1)f OFF:20.33'R z TO •9 r PROP. Wll-02 FLASHING SOLAR a ••+' OF A'V�MENT - POWERED LED SIGN W/W16-07PL - �STV 9+32.74 STA:9 OFF: 1 EPLACE EX- ASPHALT W/CONC. SIDEWALK w o Additional Work Performed for City Bid No.19.004-Multlmodal EnhancementsPROP. Wll-02 FLASHING SOLAR PROP.OP. W11-02 FLASHING SOLAR - Page C 3.1-Plan Vs.As-built Quantities I Overruns POWERED LED SIGN W/W16-07PL ' POWERED LED SIGN W/W16-07PL W STA:101+74,20 Q I Q'"E Item No. Description Sheet Asbuill Overrun OFF:20.24'L I E)C. WOODEN POLE TO REMAIN 5N Dt Q• Q• REPLACE THREE 3 FLA ^ ,^� +0 41' .��' +"' STA:102+02.85 a Y y y ( ) /W �f'' i OFF-.19.99'L i 110410 Removal of Existing Concrete 67 SY 112.78 BY 45.78 9Y 12 LF OF 24" 54 LF OF 3 EX. "STOP" SIGN SOLID WHITE r 2 TO REMAIN FFG�4& 0327 7019 Milling Existing Asph Pvm13f4' 958.29 BY 1250.11 SY See Note 1 THERMOPLASTIC �>'n S O A1• I ram-rnry a i• VALLEY OU O 3, 052024 Concrete Curb,Type D O LF 47 LF 47 LF or•' +07.60 i 5 dC. S/W p,21 5' CONIC. S/W 05222 Concrete Sidewalk 8 Driveway,6'65 SY 112.78 SY 47.28.BY ____ NHANOED 05272 Detectable Warning 181SF 2005E STA:101+6EA7 12" SOLID WHITE CROSSWALK (TY .)) 3 'r n9 179 SF OFF:15.27'L THERMOPLASTIC 50 LF OF'6"� OUBLE YELLOW 5 (1YP.),p `^ 1 f THERMOPLASTIC WITH YP RMPS 0 20' O.C. Concrete Curb.Type F NIA 38 LF 38 LF Valley Gutter NIA 44LF 44 LF - 1�� PROP. MILLING&r 14 LF OF 24"SOLID NW 2ND ST RESURFACING WHITE THERMOPLASTIC Note 1-Plan quantity exceeds contract quantity STA:101+5&43 STA:102+00.50 15 LF OF 24' SOLID- OFF:14.99'R OFF:14.77'R WHITE THERMOPLAS''',C REF�.ACE-ONE-AG OF OF S/W., 5 CONC. S/W w - 5' CON G S/:u "Y'•• ttJ C 3.1 •crunn PROP. D1 C PAVEMENT MARKING REPLACE ONE(1) F /W ACE (REFER TO FDOT EX. •g > li STA:101+88.79 INDEX N0. 17344) OFF:19.94'R STA.1O N ' ' PROP. WI1-02 FLASHING SOLAR a �' t POWERED LED SIGN W/W16-07PL f11� BCTED#19050606 I - 1 STA:107+20.32 ----_ PROP. MILLING d:� 1 --- LED SIGN W/W16-07PL a OFF.19.991 RESURFACING - ! STA:1D6+91.57 REP NE(1) tl 6$ 50 LF OF 6"DOUBLE OFF:20.941 YELLOW THERMOP A I ST .73 ' °h SIGN E°€ FL L J4r WITH Y/Y RPMS 40'O.C. 1 REPLACE TWO (2) JW 3 EX. "STOP I / I S 4.43 STA:104+63.57 S9 43 2 m 0.001 E till STA:704+33.96 TO REMAIN e' W OFF:24.931 EX- WOO EN P 1 L '-�TAO107+M4 �' STA; 07+24.9� > OFF:19.SWL ¢ tt -- REPLACE ONE(1) 10 FLAG OF S/W v ' REPLACE TWO(2) 5' CO C. S .+STA:106+84. aG z EX. WOODEN POLE ca FLAGS OF S/W FF.T2:99 - i�EN POLES TO REMAIN 3 4a PROP. W11-02 FLASHING O.P. try, 12"SOUD WHI TO EMAIN 2 PROP. W11-02 EX. PA1rMENT` ' • TFIERMOPLASTI EX. PAVEMENT f>° Z SOLAR POWERED LED ^(TYP.) FLASHING SOLAR 1"m. MARKINGS(TYP.) T,p11 IrMARKINGS(TYP.) (- POWERED LED SIGN 1. SIGN W/W16-07PL TO REMAIN �` 1D7+0 _ ./_ 0_REMIN- .f, ly (� .rt' '` PROP. MAILING & 6 OF 6" DOUBLE RESURFACING W THERMO. O S' CONC. S W 5' C. S/W I 4 dLLI F STA:104+68.76 E.O.P. (T.p) YELLOW THERM PLASTC STA:107+14.86 Ui 871 12"SOLID WHITE OFF:15.041 N - OFF:e1,,4.91'R WH '4HERM0 w p O PR ACED THERMOPLASTIC LL- PROP. DETECTABLE 105+0 --- - V¢g a Z CROSSWALK ( .) (T�•) WARNING SURFACE _ SOU ...]NC. Q u3 104+0 ey -(y _ �' -- -�'--- WHITE TH ROp.6�1H N m Q Q ��.�� l 0 w STA:10#09.40 CROSSWALK ( Q Q J-STA104+16. NW 2ND REPLACE Two(2) --- � 3 F O a OFF,15.13 FLAGS OF S/W . 5.02'R 6 OFW':20.05'R STA.107+13,7 Z(n O PROP. Wll-02 STA:104+5. VALLEY GUTTER(TYP. PROP. LE STA:105+76.16 O w Z FLASHING SOLAR OFFbM14.99'R ® WARNING SURFACE(TYP.) OFF:2212'R A : R POWER EX. 'S�TpOPR"E{SI/GN STA:107+08.40 (2) FLAGS OF S/W a J -W-W}8-p7P .;i'.'"� S' CONC. 5/W STA:706+7y261N to OFF:24.93'R STA: W S� W 5' CONC. S/W o ROB. Wll-02 FLASHING --- �{ .> OFF:25.54'R ¢¢ Z EX. BUS ' 1 SOLAR POWERED LED OFF:21.35'R Jr, PROP. Wit'02 FLASHIN PROP. Wit-02 FLASHING SOLAR U Z STOP SIGN : STA:104+49.87 SIGN W/W16-07PL REPLACE ONE(1) I SOLAR POWERED LW POWERED LED SIGN W/W16-07PL TO REMAIN I OFF:19.64"R FLAG OF S/W W REPLACE TWO (2) 1 Tp REMAIN STA:10 1 4"' SIGN + FLAGS OF 8.6 11 LF OF 2 SOLID d WHITE THERMOPLASTIC 20 O 20 OFF:23.95'R # y 3.95' A ' 50 LF OF 6' DOUBLE m SCALF IN FFFT YELLOW THERMOPLA I I MATH Y RPMS O 40' O.C. w PROP. MILLING ec 1 1 r I sae RESURFACING ' PROP. DETECTABLE WARNING SURFACE (TYP.) i2 ,9 Q 1 2I , 63 I REPLACE OtJE(1 FLAG OF S P' OFF:20.711 �tl`. S ID9 .9 _ I Addilional Work Performed for City Bid No.19-W4•Mul6modat Enhw-ments g :1 51 1 2 Page C 32-Plan Vs.As-built Ouantlties 1 Overruns --ll STA:109+42. EX CONC. PQbES tP 3 6 r OFF:14.9 JiE6� Z I - _ _ �,_cev �,_ Item No. Descripgon Sheet Asbuih Overrun a.g I - 5' CONC. 5 % - ROP. 6' ENH C ON ON mY yh w --- - ROSSWALK y' 110 4 10 Removal of Existingon Concrete 61 SY 111.67 SY 5D.67 SY MA KINGS TA:109+46.81 '22I W TO REMAIN ROp14'07 NG dt g 0327 7019 MTing 6 vm dsting Asph Pt 3f4" 784.50 SY 7a4S SY See Note 1 u NW 2ND ST w4 1 109+0 J _ RE _FA, 052024 Cmuete Curb.Type 0 0 LF 0 LF 0 LF - ENHANCED CROSSWALKS ® 8 LF OF 1 ' SOLID WFI DOUB RAISED INTERSECTION OW THE MOPLA ER C 0522 2 Concrele Sidewalk 8 Driveway.6'58.55 SY 111.67 SY 53.12 SY D 05272 Detectable Warning 185 SF 188 SF 3 SF MILLING &RESURFACING WHITE TH OPLASTIC STA: 44'R 37 9 I SIDEWALK IMPROVEMENTS --_`- - -9 OFF: 09 4 Concrete Curb,Type F NIA 0 LF 0 LF E.O.P. TYP. OFF:14.92' �' qa�' STA: 09+43.4 �C 3.2 1C DETECTABLE WARNING SURFACE ( ) 5- I valley Guber WA a5 LF a5 LF SOD REPLACEMENT EX. 'STOP" SIGN EPLACE ONE(1) i Note 1.Plan quarTRy exceeds contract quantly TO REMAIN F I r p3M -- RIGHT-OF-WAY I; ATOB+,ao•uo VALLEY GUTTER (TIP.) (T 401 QPF;20.00'R r ?