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R-2021-038 - 2/11/2021RESOLUTION NO. R-2021-038 WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering Services ("Contract") with K Friese & Associates, Inc. for the Greenlawn Boulevard Widening — SH 45 to IH 35 Project, and WHEREAS, K Friese & Associates, Inc. has submitted Supplemental Contract No. 1 to the Contract to modify the provisions for the scope of services and to increase the compensation, and WHEREAS, the City Council desires to enter into said Supplemental Contract No. 1 with K Friese & Associates, Inc., Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City Supplemental Contract No. 1 to the Contract with K Friese & Associates, Inc., a copy of same being attached hereto as Exhibit "A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 11 th day of February, 2021. /I //// Z CRAIG ORGA ,Mayor City of ound R ck, Texas ATTEST: s SARA L. WHITE, City Clerk 0112.20212, 00464652 EXHIBIT „A„ TEXAS S A OF§ W[LLIAMSON COUNTY kj SUPPLEMENTAL CONTRACT NO. I TO CONTRACT' FOR. ENGINEERING- SERVICES 0INC. 1neer") 4FFIRM:K FRIESE + ASSOCIATE,-Engi%ftADDRESS: 1.120 S.CaP1'.ta1 of Texas HMI3uildi�78746 PROJ*ECT,, Greenlawn Boulevard Wi'deniSH. 45 to'1*11'35-------------------------- ----- - ---------- MONSOON Al^%4for En�ineerizlgSZ, 41.A ,t. -This Supplemental. Contract No. .1 tv Contract.:�,erv-ices is made ny beween'IVthe CCity of Round Texasi, berena.,tler called -the`"City" and K I'riese + hssociates, Inc. hereinafter called the 1%Engineer-----., aContract f:orhereinalfier WHERF,AS, the City and Engin-eer executed* Services, called the Contract" on the. 24t1i day o-1, Octo*ber, ?,.019 -for the Green'lawn Boulevard VWici�ning SH 47 to 1.N 35 Project in the amount of $i55,41 '.Ot); and WE EAS, it has become necessaxy to amend the C'ontraci t:o modify the provisions for the scope of services and to increase the compensation by $$20,982.t)0 to a total oi' $976.39S.Q(}; NOW ?f.HER-E.F0RE1 premises consi'dered. the Cityy and -theEngineer agree that said Contract is amended as follows. 139 � Serti�ices 0rti le 1. Cit Servj*ces and 'E- h"b*-t sh-al'l die as set forth. 'in the Aic x i i A. A_ attached Addenduin To Exhibit r-i. if 0 X Inee-ri Services and 'Exb1*b1*t B E..inaineering Services slial.-I bw amended as set Art.*cle ?A ..E.,f forth. iii the attached Addendum- to, Exh1**b1*t B. Exhi*bl'bl CWork Schedule shall'be amended as set offorth in the attaclied Addend.u-m to Exhi*bi.t CORAGRAR-AN I Article 4. Compensation andEYhibit D Fee Schedule shall $820,982.00 the lump sum amount paya%le under the Contract S11own by the attaclied Addendum to Exhibit D. IN WITNESS W EREOF, the C'iiy and th.e Contract ire duplicate. Supplemental Contract 0 1 9.19 3: 0 0 4 6_2w 81 6 7 be amended 'bv rncreas-inbv,'v %w" Vfor a totalcif $976,395.00, as Engineer lave executed this Supplemental Rcv.f)6r' *16 Y4275 M-Ar ;)Iva Vs - - - - - - - - - - - --- ---------------- pop - - - - - - - - - - - - - a IR 0 �w -F -ssS�fi2��t +A. CITY E?F 12OUND ROCK. Tay: Cray Morgan, Mayor Date Suppleniental Contract 1 99-c 19", ""* - 00462867 0 aOvE AS T ORM, Stephan L. Sheets, City Attorney k, ADD U I OT A City Services The City of Round Rock (City) will assistance to K Friese &Associates, and necessary. infiormation provide the following and, other (Engineer) that the City deems appropriate 1. Fe IV Any readily available pertinent existing information relating to the services to be performed by the Engineer, the City will provide one copy of such infarmation in a format chosen by the City, ep 2. Clear direction and/or response to quest -ions or requests made by the in Engineer the course of the Engineer's performance of services. 3. Timely rev'iew of deliverable that have been properly completed and submi'mtted by the Engineer, and timely proviVsion of co ments, if any, to the *lob Engineer resulting fromsaid reviews., 4* Tax Exemptian Certificate for FLOW services. 5. Title Commitments for ROW parcels,, ADDENDUM TO EX IBIT Engineering Services AIM&& lafig&& U N guo" hK"�L S TA N. DING ok d9aft.AL�_ AK Friese &r-.-MOCiates, Inc. (KFtw%) will prepare Plans, Specifications, and Estimate (PS&E) suitable for bidding. Major items of the -scope will 'Include project # 49 management, environmental documentatian, roadway and drainage design, bridge '6 #14 design, traffic signal adjustments, analysis of the existing pavement section it performance, traffic signal adjustment and illumination pole adjustments. SCOPE OF SERVICES TASK I —PROJECT MANAGEMENT TASK 2 —FINAL DESIGN OWAROMMOUNM MUNNO~_ 1� 1, Environmental Documentation ftme Raba -Kintner Consultants, Inc. {RKI) wilt performthe following environments! items, a. Cultural Resources Prepare Desktop Review of Known and Potential Archaeological Resources.* The consultant will prepare the background review to aid in the production of the Texas Historical Commission {THC} E3-1 of 12 ADDENDUM TO EX I IT 1.0 fj ts Engineering Services A RKCI will make revisions to the draft and final report to address the comments of the oversight agencies. b. Phase I Environmental Site Assessment,* 13-Z of 1. �*,) . ^ ADDENDUM 0 EX I IT Engineering Services hazards and conditions of the property shall be observed visually from all adjacent public thoroughfares, roads, or access paints, as well as subject property, Conservation • Fish &Wildlife Service16Planning and. U.S. Information System data and Critical Habiiat • Bird Treaty MigratoryAct Considerations • Recommendations and Best Management Practices • References and Acronyms 4ItA t f th C EDV 4t-- the reques o e of Round ROtr\, r-\r\Ul will initiate coordination with relevant resource agencies (Texas Parks &Wildlife and the U.S. Fish and Wildlife Service) to request any comments related to wildlife resources under their purview. £3- � c>i12 ADDENDUM 0 EX I I Engineering Services • Pertinent published data (e.g. histarical USG5 maps, Management historical aerial photography, Federal Emergency Agency maps, Natianal Wetland Inventory Maps, and USDA soil surveys) to support the findings. e. Clean Water Act Section 404 Permit Memo* In the event the stream is considered by RKC! to be subject to CWAjurisdiction, we will prepare a Section 404 Permitting Memorandum autlining options for abtaining a permi# from the USACE. I3-4 of 12 ADDENDUM T EXHIBIT a Engineering Services 3. Geotechnical Testing and Analysis OWNWO Prior to finalizing the final design, RKCI will coordinate preliminary findings with the City. �. Bridge Design von* P.E. Structural Consultants Inc. ESC) will provida design services,, This task assumes that the existing bridge class culvert ADDENDUM 0 EX I I Engineering Services E3-6 oI' 12 ADDENDUM 0 EX I IT fA 0 Engineering Services 5. Construction Plans *now KFA will produce the fallowing sheets (11" x 17" Fuli-Size} as appropriate -for the revised roadway design. QA/QC is *Included in each sheet task. The project assumes milestone plan submittals for 60%, 90%, 100%, and Final (bid) stages.. a. MISCELLANEOUS PLANS b. TRAFFIC CONTROL 1 TRAFFIC CONTROL NARRATIVE (1 Sheet) ,10 (3 Sheets) 2,, TkRAFFIC CONTROL LAYOUTS 3, TRAFFIC CONTROL STANDARDS (14 Sheets) c. ROAD PLANS &GEOMETRY 1 TYPICAL SECTIONS (5 Sheets) —Existing and Proposed typical sections 2. ROADWAY PLAN AND PROFILE SHEETS (5 Sheets) B-7 of 12 ADDENDUM 0 EX IIT In - Engineering Services 3., INTERSECTION LAYOUTS (1 Sheet) 4. DRIVEWAY PLAN AND PROFILES (6 Sheets) 5. ROADWAY STANDARDS (5 Sheets) 6. CROSS -SECTIONS (34 Sheets) Kwill complete design cross. -"sections at 50-foot stati'ons and other locat'ions as '* 4necessary for the de#erminatian of cut and fill quantities and to further refine the design vertical geometry, d. BRIDGE PLANS 1 BRIDGE LAYt3UT5 AND TYPICAL SECTIONS (4 Sheets) e. DRAINAGE PLANS f., UTILITY SHEETS 1. UTILITY LAYOUTS (3 Sheets) 2. UTILITY STANDARDS (2 Sheets) g. SIGNING AND MARKING 1. SIGNING AND PAVEMENT MARKING LAYOUTS (3 Sheets) 2. SIGNING AND PAVEMENT MARKING STANDARDS (5 Sheets) h.. SIGNALiZATION 1. TRAFFIC SIGNAL PLANS (10 SHEETS) 2. TRAFFIC SIGNAL STANDARDS i. ILLUMINATION I:3-$ cif 12 ADDENDUM 0 EXHIBiT 1A 1% Enginee-ring Services 1,. ILLUMINATION PLANS (3 Sheets) 2. ILLUMINATION DETAILS (15 Sheets) j. EROSION CONTROL SHEETS 1 STORMWATER POLLUTION PREVENTION -PLAN (1 Sheet) 3 Sheets) 2. EROSION CONTROL PLAN SHEETS 3. EROSION CONTROL STANDARD SHEETS (3 Sheets) 7. Opinion of Probable Construction Cost ww" KFA will prepareand submit an engineer's opinion of probable construction cost in icrosaft Excel format at the 60% and , 90%, 100% and Final submittals to the City. 8. Contract Documents KFA will prepare a set of construe#ion contract documents Ic in accordance with City of Raund Rock Standards including: a. CONTRACT REQUIREMENTS 1,, Notice to Bidders 2., Instructions to Bidders 3. Bid Bond 4. Bid Form b., Technical Specifications and Provisions 1. City of Round Rock Standard Specifications 2., Special Technical Specifications 3. Special Provisions B-c1 of 12 Greenlawn Boulevard Exhibit B Services to be Performed by the Engineer 10. Permitting —For purposes of this proposal, it is assumed that the final roadway design will require the foliawing permits; a. TDLR (TAS) Review KFA will prepare and submit the required Is b, documentation for a review and approval of the pedestrian facilities in accordance with TDLRITAS regulations. Altura Solutians (AL.TURA} will register the project with TDLR, perform plan review of the project construction documents, Perform the final inspection of the project upon completion. 11, Bid &Award "amw KFA will assist the City of Round Rock with contract administration during the bid phase ref the project. a. Pre -Bid Conference 4w" KFA wl"11 attend the premb'Id conference, docu ent Pquestians anand res&--&Qe-% providedoprovided at the meeting, and issue a follow- upJ addendum if necessary. B-10 of I#":,' Greenlawn Boulevard Exhibit B Services to be Performed by the Engineer TASK 3-7m ....CONSTRUGTIC}N PHASE 1. Construction Phase Services 4~ KFA wiil assist the City of Round Rock with contract administration during the construction phase of the project,, We understand the City of Round Rock will provide required construction inspection services, and have assumed that the construction duration will be appraximately 12 months. KFA's services will include. Greenlawn Boulevard Exhibit B Services to be Performed by the Engineer plans specifiications.clarifications needed between and Five {5) RFI's have been assumed. g. Contract Close -gut. KFA w*111 attend a fnal projetc*1t: walk-"thru, document itAopunch list'itemsiland *issue an Engineer's Concurrence for Project Acceptance letter, h. Record Drawings. KFA will use the Contractor's redline as -built drawj*ngs to docu ent as -built conditions in the final record draw* ings. KFA supply the City of Round Rock with one set of reproducible record drawings and provide one set of record drawings in .pdf format. ASSUMPTIONS 1 Water quality and detention design is nvt included in this proposal. The praject is within the Edwards Aquifer Transition Zone and flows away from the . Recharge Zone, It is not anticipated that a WPAP to TCEQ will be required. 2$ TxDOT technical specifications will be used. 3. Utility design other than relocation of hydrant leads ar valve and manhole adjustments are not included with this proposal,, KFA will caordinate with utility companies for relocations through the City's Utility Coordonation Meetings,. 4, The following environmental items are excluded from this proposal: 8-12 cif 12 A.DDEN[J ' 0 I IT C Work Schedule. .Attached Behind ThiS Page Greeniawn Boulevard Exhibit C Work Schedule .......................... :ID .......................................... ....... .. . ................................................ Task Name:Duration .................................................................... ............................................. . . .............. start Finish P r e d L-1st Quarte: 2nd Quart 3rd Quarte,4th Quarte- 1st Quarte' 2nd Quart(. 3rd Quarte� 4th Quarte: Jan:FebMarApr1 Ma 'Jun: Jul AugSep:OctNovDec-Jan:FebMarAprMaylun', Jul Aug5epOcthlovDec.l ........ . ................................... .. . ........... ... ... ............... ................... 'Notice to Proceed 0 days Tue 2J16J21 Tue 2/16J21 2/16 . ....... ....... ..... Z Task 1,, Project iVfanagemenY/Adinistratic485 days .... ...... ....... . ...... .. . ..... ... ......... .. ........ ....... .......... ...... ......... . .. .... ........ ... .... .... . ....... . . . ................... . . .... .... ........ ..... ...... ................ . . .... .............. . .. . ........ .......... . ........ . .. ... ..................... ..... .. . .......... . ...... . ............ ... ... .. ..... ... ........ . ...... ......... ......... ...................... .. ...... ....... ..... ............... ............. ........ . .. .. ...... ...... ....... ........ .. ......... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tue 2/16/21 Mon 12/26/21...... ...................... 3--------------- Task 2 Final Design 228 days Tue 21 'Thu 4 Environmental Documentation 60 days ............ Tue 2/1b/21 Mon Sf 10J211 .......... 5 ROW Survey 30 days ............... Wed 6/23j21Tue 8/3J21 10 ....... ......... .. ..... . ... .. 6 Existing Culvert Analysis 30 days X. . . . . . . . . . . Tue 2J16/21 Mon 3J29/211 ................ Geotechnical Existing Pavement Analysis 35 days ........... ...........7 Tue 2/16/21 Mon 4/5/211 60`Y Plans Preparation 45 days ............................ Tue 4/6i21 Mon bJ7121 7 ........... ....... 9 60% QAJQC 10 days Tue 6J8/21 Mon 6J21/ZI8 x� 60%Submittal 1 day Tue 6%22/21 Tue 6J22J21 9 �1 City �f���E -IW�.��,�n-���,�10 days Wed 6/23/21Tue 7/6/'21 10OUIZO .. .. .... ........... 1.2 ', 40% Plans Preparation 30 days .. ......... Wed 7(7J21 Tue $Ji?/21 11 ................ ............................ 13 90 a QA/QC10 days Wed 8/18/21Tue 8/31/21 12 ... ......14. 90% 1 day Wed 9/1%21 Wed 9/1/21 13 15 9C�;0 Review afla. nt. 10 days Thu 4J2/21 Wed 9J15/21 TA VIP* ... . ......... . 16 30Q% Pdans Preparation 1(l days Thu 4/16J21 Wed 9/29/2115 . ... ................. 17. 100% QAJt1C 5 days Thu 9f30J21 Wed lOJ6f2216 is 100°lo Submittal 1 day Thu la/7/21 Thu so/7/21 17 ............................ ..... . . . ......... 19 Bid & Award 60 days F6 10/8/21 Thu 12/30/2" 18 ........ .......... ....... ............ . .. ....... ... . ... ........... ........ ............. . ........... 2 .............................................. ............ . ......... .................. . ......................... .. .... ...... 0 Task 3vo. Construction Phasebr12 Months 261 days Fri 12/31/21 Sat 12/31/22 19 ..... .. ......................... 2 Contract Term Ina-fi*on 0 days Sat 12/31/22 Sat 12/31/22 20,4f.J 1 .... ... ........ ...... ... ... .. . . .. .... .......... . . ..... ............. ..... ............... .. ............ • ... .................. ........................... .... .... .. .... ....... .............................. ................................................... .. . ... ....... I ........... I .................... ... . . ........ .... ........... ...... ..... . ......... ............... ­­.... .............. ... .................... ............................................. ......................................... ......................... Ta s Date.: Tue 1/5/21 split Inact ve Milestone Milestone Inacbve Summary Summary ----------------------------- I Manual Task Project Summary External Tasks External Milestone ........... ........... ...... v� ......... Duration -only Manual Summary Rollup - -IRRMFIRRROGNMR R �m -1 - -------- ------------ - Manual Summary mmmwlmm� ', Page C- 1 ............................................... r ....... I...............' ...................................................................................................................................................... .......................................................................... ..................................... Finish. -only Deadline Progress Manual Progress �,��►ND *UM To xI D Fee Schedule Attached, Be11ind This sa e 4P GREENLAWN 61V0 EXHIBIT b FEE SCHEDULE - ---------- . . ....... . ... ... . . .... ... .. .... ... .. ... . .. ... .......... Rate 5 2 o, o .0 175.00 .... .. . . ........ ... ... ......... - ---------- - --- ------------ --------- -------------------- ------------------------------------- ---------------------- -------- .7 ....... ..... ... ... .. ... . ... . .... . ... ... ----------- ----- - -------- -- ---------- -------------------- .. . . ......... . .. . .... .................. .. ........ ......... ........ . ...... .. ..... . . . . . ..... .......... .............. .......... ... ..... ............ . ...... ...... ... ... ...... ... . ..... .. . ... . .... . .... ................. . .. ...... ................... ..... .......... .... . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ......... .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . ........ ... . . . . . ..... ... % Project Project Sr, CADD ......... ... . ................. . .. ........ . ... ... .. ....... . .. . ..... .... ..... ... ..... . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ..... ... . . .. . . .. ...... ... .. ...... ..... ...... .... ... . ... ... .... .. .. ........... ...... .... .... .... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . .... ...... .. ... . .. ... ... .... .. .. ....... . . . . . . . . . . . . . . . . . . . ... ..... . . . . . . . . . . . . . . . . ........ .. ..... ................ ....... ... ........... . ............ ...... . . ....... . ...... . . ............ .. ...... . . .. . ............. ...... ...... ............ .......... ....... . . . ... ......................... ......... ... ........... . ........ ..... .. ..................................... ........ .. ...... ... ..... ..... ..... ......... ........ ... ....... .. . .... .... ....... . . . . ...... ............ ......... ....... ......... . . . . ........ ................. ....... . ....... ... Principal Manager ..... . . . . . . . . . . . . . . . ... . . Engineer EIT Technicin ....... ......... .. .... . ...... .. ..... .. .... ... ......... ... .......... .. . .. . ............. ...... ....... ... .. .... ........... .. . .. ...... .. ........ .. ........... .. .. . ..... .. ..... . .... ..... .... ... .. . .... ...... ...... ........... ......... ......... ....... . ... .. . .... . ....... ..... .. ... ... .......... ------------- ..... . . . Hours Hours Hows . ................................ Hours Hourms ....... . ..... .......... . ...... ...... ....... ....... ...... ..... ... ..C60 ...... . Task I - Project Management ........... ---- -- -------------- ------- - -- - ------------ ..................... .................... ....... .......rlh ------- ... ------ f (j a n s q . . . . ....... . .................................................................................•• 4 6 ............................ .......... . . .. . . ... . ............... 52 $8,320 39,01408 ................ S 17: 2 a .................. 2 Pro' cl Mee & Status. (5 Mee ---- --- --- ------ --------------- 20 40 ------ 15*6,300: $4,2.64 S1 1.04 - Sutl 'ask 1 --------- 4 56 20 0 0 12 92 - $149620 $13)272. ---- $29,4392 Task 2 -Final Design . ... . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... (RKCI) ... •••........ .. ...... A..... w .• ....... ............ •................. ........... ....... ............. ................................ .............. . ... . .. •2 ................. . ...................... ............ .............................•...... ........................... ................. ........... 2 .1 $350' . . ........................ -Ph S'fto,:,i Atist -!is-menl•2 b Erim ...................... . .......... ............• 2 .................................... S3.296' $3446 C. Prate., .led Species Habitat 2 ............... . ..............•••••................................... . .... ..................u. ........................... ......................... _..__..N �. :d,'Viaters of the US Delineation ......... . ............................. . ..... . . ........... . . . . . . ............ ...................... 2 ••••.......................... ...... 2 ................ S350** $4.3 96 ................ 154,746 a i soValer Act Senor 404 Pe-rmg Me.= ............................ ...................... . .. .... 2 ...................................................... ............ ....................... 2 rS3 so, $ .4, 2: ........... . . . ........... .. V.11.la as $742 2 R OW S tj tva y (I ni ai id) ................... ..................................... ►....... ........................ ...........................• 4 $700' .. . .......................... i ................................. ........ 33 3.8 %K, 8 Gie-otechnical Te-song ar-d Dn (RKCI) .......... • ...... .................... •. . . . . . . . . . . . •. . . . •. . • . . ... ..... ... ....................... Pavemunto ........ . ..... .......... ................................................................. .. . .................................... ................... ................... ....... $2.800: ........ ...... S*14,602 A ................... 5 27 40*7 F^ nd Analy . ....................... t 1 ..... ........... 4 .. •........... ....................... . . ......................... 4 ............ ..... $18,6401 ........ (PESO) .......................................................... .................... ..... . $2,520: ................... ............... • l......... ........... ............ ................ •.......... .... ........ ..................... ............ .... ................... . . .... .. $500 TITLE SHEET ......... .............. .. . ............... ... 2 ....... .................... .... ................ 7' vrN 2 %fVb INDcX0F SHEET $ ...... .............................................. .......... 2 4 i .... ........ ......... ...........•.. .... aa 3, OUANTIre SUMMARY SH EET S(6) ..... ... 24 ...................... 44. $51460: 8 4 19i • 13.879 •4. GENERAL NOTES.� • .............................. ........ $ I..S,* 40; ................................. • 5, HOR IZONTL AL IGNMENT DATA suR vEy cf.-..%,N-rR ........................... .......................... . ................ .. . ................. .............. ...... • q.. PROJEC"r LAYOUT.1)• ......... .......... . .. ...................... ................................................................... ......................... 12 .. .. S 1.43 R Eh ....... ........ .•............... •........................ 40VAL PLANS (3) 2 ................................................................................................................... .• ..... ........... 4* ......... .... I b." 1. TRAFFIC CONTRZOL NARRATIVE 2 ................................................................................................................................... ...... .............................................................. ...................... ............... •....................... 12 ......................LW ;4 ....................Y.V... $2.030 TRAFFIC CONTROL LAYOUTS .............. . . ........................................................................ ............... ................ 24 100 304 6, 70 0 ....... . ............. ..................... -.3, TRAFFIC CONTROL STANDARDS (14) .................................. ...... . . ... . . . . ................. . .......................... ............. ee�•.................... .................. ..................................... . .............. 2 ............. 7 5 ................... ......... 5 TYPICAL SECTIONS (5)•16 .......... 11 ........ 1 ................................................................. .... 20 ......... .............. 40 .6 ...... ................... . . .. . . .................. .... .......... •... ROADWAY PLAN AND PROFILE SHEET$ (5 ..................... ...... ••......... ................ 46 .......... 4 C- ...... .......... .... ................... ............. .............. ................ $20.:800 INT=*,J.R$E^CTI0N 'LAYOUTS 1.1) ......................................................................................................... ......... ......... ...... ... 20 412 ...... %.. - DRIWEWAY PLAN AND PROFILES (6) '4 .................................. . ....................... ... .. 4 .. ................ 40 ................................. I.S6.5 a 0 :5. ROADV4AY STANDARDS (5) ......... ....................... • ........ 4 ...................... 6. CROSS SECTIONS (34) 16 48 ..............................I 88 ............ .. ................... ......................... ......... ............................... ............... .................. ................ ........................................................................... .................... ................ �A.::SRIDGE PLANS (KFA ..................................... .............. ..... ....... ....................... .... . . .......... ...... . 82 ......... 34, 964 ........ S4 5,3774 FFSJTE DRAINAGE AREA MAP (1) .................................................... ..... 2 .. 4 12 $2.9 to: ..................... ................. ..... $2 1.9 770 2. ONSIE. DRAINAGE AREA MAPS (4) 4 ... 12 24 ..... $ ................ ee. 0 0 ............... ... ....... ... ,3 STORM Wi�aW&--OROALE SHE EETS `41 .......... .................................................. .................................................. • ..................................... ....................... ...................... 80 144 .............................. 16.0 Q S165.040 .. ............... ......... • .... C.-LATERA L PROFILE SHEE.T8 (2) .................................• 2 8 .......... ........................ ............... ................ • ....... ...... .*W ....... S4.5-70 5, STORM SE'ViVER HYDRAULIC CALCULKtiON-S (2) 4 ......... .... ...................................... ............................ . . ... .......................... ....................... .............................. 0 ............. ! ..... ... .................................. 0 2.4 0 6. IN' ET CALCULATION SHEETS (2) &m. ..................................................................................................... ........................... 2 .................................. ........................ .............. ...... ................. S 7. 03 0 -7P•op-4W46E DETAIL SHEETS (10" •• ..................................... •$2,810 ................. ........ ................... ..................................... ........................ ....... .................... .............. 1. UTI L! ry' LAYOUT ............... ...................... .. . . .......................... .............................................. ... . 20 40 .............. .............................. 78 :2. U7MILITY STANDAR-33 (2) 1 ................ ..................................................... . ....... .......................................... 4 4 .......... ..... .. ....... ................... .. r.-.�-�....�.........%....%%'�.........4.ew.*e.,.*.,.,.,.* ................ .............. ................... -q .1 GNING AND PAVEMEN MARKINc.%* LAYOUTS (3* 4 .............................................................. ............ 20 60 0 ........... ............................. 144 : $115,800 2. SIGNING AND AND PAV'E* %4EN'1' MARKING STANDARDS :16) ........................................................................................................ ............................. .................................... ......... 4 4 ........ ......... .. . .............. .................................. 9 ............... .4-:1 TRAFFIC SIGNAL PLANS (10) 4 . . .......................................................... ........................ .................... ...................... ....................... 4 3 S. 5 0: ............. TRAFFIC SIGNAL STANDARDS ............... .............. •�+.r...1-02:7... ............. ... .......... ...... ILLUMINATION PLAN�S� (5,1 4 ........... ...... • TAILS ................. 1 .................. % ......• 4 .............................. .............................. $7001 ............... . ... . .................. ...................... ........... ...... ILLUMINATION DE (2 ................................................................................... ........................... .......... 4, $4,708 I STORMWATER POLLUTION PREVENTION PLAN (1 ........................... *...".* ............................................. ......................... ...... ...... ...... .................................... 2 ........ ...................... 2 "S6 •............................ i2, E*ROS�014 CONTRO' PLAN SHEETS. (4) .............. ........................................................................................................................ 4 ...............•.............. ....... ........ .............................. ................ 40 32 84 ------- I ............................... i3. 9ROSION CONTROL STANDARD SHEETS .......... .................. ............... .......... ...... ...... . ........... 4 4 .......... ..... ......... ....... 6:* 'ATLAZ1 14 Cross Drair.age Strudare Analysis and Tach Mere I f* ................................ ............................... 6 0 4 ...... ... .... . 4 112t= ........ ...... . ......... .. ............... •••••........................... ............................... ... 7'� �O f Prbable, oft 0 . . . . . ................................................................. 4 ............. ........ 00, 3 5 0 0 ........... . .......................... ............. $ 3. 0 0. Coordination (KFA and BIOS) 20 • .9 ............................... •.... .............................. ....................... .......... ................. .............................. $3,500' ................. ................................ $48, 8169 :b..;.SUE Tew Holes (10) ............... . . ..... ............. .......................... .............. 2 . ........... ..................... ♦.. 2 ................................................................. ......• . ............................... 4 ............................................ .............................. ate I '-Sid Awanl .........•. ...... ......... ...................... .... . ....................... Nr.. ..................... .......... 'a.,p•re-Bid Conference ...... ................................................................................................................. ..................................................................................................... ... 4 4 ... ........Jr: .............................. ............................... ... . ... • • • ............... ............ .......... -- ............... .................... 4 ............................... --- ------- --- • .Did Openhq & Review . * .............. .................................... .. ...•. ............................... .................. ................ ............................... 4 ................. ! -470: ram ............ !41,470 Award ................................................................ ................ 4 .............. 13 ...... 5 ............... ..................... 'Conform`n Docum e n.1' S ------------- - .... . ....... .... . ......................... ...................... 0 ----- -------- ....... :SO. ...... $4,463: ......................... .... --- ------- ...... $5,533 SUL 0tal Task 2 249 ----- $26 .408 0 257413s: S429MI; $60 - --------- $646,0 67 Task 3 -Construction Phase •........... * ........................... .............................•• ............................ ........................... ................................. 4 4 ........... ..... Meetings ;and use Visits 49 .......... ............................................................ ............... ......................•..... > 2 .......... ................ ............... ..................................... is ......................... 4.770: ....... . . . . 5 010 . .......... $2.4,39:2 ubmittal Review ..................................................................... ....... ............................ 80 20 ...........• 1 .. S*1 4.700: $12,2SS: .......................... ..... d-.Pay Estimate Re -view 4 12 '41.4 ............... .............................. ......................................... .......................................... ....................... C-.6.: Preparation of. Charme ordem. ....... 4 132 ......................................... 40 92 ............................. $10.300.1 . . . . ............................ 5.1. 4: S19,894 I Requests for Information . .............. . . .......................................................... . . .......... . .............................................................. ........... 4 ....................... •........... ........................... 12 ...... ....................... 154.;060'* ................. . ....... .................................. ............... 543,094:: ............................. $10,144- Cicso-Otit 4. ............ ...................................................................................................................... .................. .. .................... ........ ......................... 84 h Re, --- -------- S 163: Mugu - Subtotal Task 3 0 0 3807 ------------------ ----------- S5845w: --- --- $46,912:: $600 �. $105*9 12 - ----- ------ T . . . ......... - -- — --------- — ------- - ------ ------------------- --------------- .4: . ... ......... ---------- ....... 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