Loading...
HomeMy WebLinkAboutResolution - 2023-R0011 - Change Order No. 1 Contract 16114 with Lone Star Dirt & PavingResolution No. 2023-R0011 Item No. 5.12 January 10, 2023 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute fot and on behalf of the City of Lubbock, Change Order No. 01 to that certain Contract No. 16114 by and between the City of Lubbock and Lone Star Dirt & Paving, Ltd., for 114t' Street pavin improvements from Slide Road to Quaker avenue as per RFP 22-16114-TF, and relate documents. Said Change Order No. 01 is attached hereto and incorporated in this resolution as i fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on January 10, 2023 TRAY PAYNE MAYOR ATTEST: Reb4cca Garza, City §batary APPROVED AS TO CONTENT: �3 M_A,21� 7�; Erik Rejin A sistant City r APPROVED AS TO FORM: 0 1 AAUUA�-' Klelli Leisure, Assistant City Attorney ccdocs/RES.ChgOrd#1-Contract 16114 Lone Star 12.16.22 Contract No: 16114 Change Order No: 01 Bid/RFP No: PUR-2021-16114 Office of Purchasing and Contract Management Change Order Contractor: Lone Star Dirt 8t Paving, Ltd Contract Title: 114' St Paving Improvements Slide Rd to Quaker Ave Project No: 92669.9240.30000 "Change Order" means a written order to a Contractor, executed by the Owner, in accordance with the Contract authorizing an addition to, deletion from, or adjustment or revision of the requirements of the Contract documents, or an adjustment to the compensation payable to the Contractor, or to the time for performance of the Contract and completion of the project, or a combination thereof, which does not alter the nature of project and is an integral part of the project objective. Adjustments to "Estimated Quantities" to a lime time in a Unit Price Contract do not require a Change Order. All work that alters the nature of the construction or that is not an integral part of the project objective must be let out for public bid. Description of Change (alteration, deviation, addition, or deletion) caused by conditions encountered daring construction not covered by the spedfications and drawings of the project attached additional pages is necessan: Change Order 01 to Contract 16114 includes additional bid tab items for conduit, pavement markers, ground boxes, surface prep and pavement sealer, along with quantity adjustments for sidewalk included on the original bid tab. This Change Order will result in an additional $132,224,48 to the Contract amount and zero additional days for construction amount Where the Change Order is negotiated, the Change Order must be fully documented and itemized as to costs, including material quantities, material costs, taxes, insurance, employee benefits, other related costs, profit and overhead. Where certain unit prices are contained in the initial Contract, no deviations are allowed in computing negotiated change order costs ITEMIZED COSTS MUST BE FULLY DOCUMENTED AND ATTACHED TO THIS FORM. ITEM DESCRIPTION �O� A. ORIGINAL CONTRACT VALUE: $8,860,981.54 B. AMOUNT OF THIS CHANGE ORDER: Note: Council approval required if (+/-) $50,000 $132 224.48 COST CENTER: 4545 1 ACCOUNT: 92669.9240.30000 C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (13/A) 1.5% D. AMOUNT OF PREVIOUS CHANGE ORDERS: $0 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D) $132,224.48 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (UA): (25%ma>aumm 1.5% G. NEW CONTRACT AMOUNT (A+E): $8,993,206.02 It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order constitutes full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether direct, consequential or otherwise, in anyway incident to, or arising out of, or resulting directly or indirectly, from the work performed or modified by the Contractor under this Change Order. 12/13/22 Date (3) 's Rep entative Da (5) Capital Project Manager V Date Count Date. January 10, 2023 a Contract Covet Shed and 01-10-2023 Date /d f &CG 12/13/22 (2) Project Architect/Engineer Date 12/16/2022 (4) Director. rehasiag 8c Contract - Date t T(6)ity,Atto Date 01-10-2023 Agenda Item #: 5.12 Resolution P 2023-ROO l l PUR-45 (Rev 0811019) 12/13/'22 3:32 PM 8 8R 8 $ $ry m y QQ $QQEggaf $$R$�$�'y$gi"'d $w g$gBR$di2$2 s$5$QbE� y$id Q$QSS $p$pEQ$Q�JSt9Q$Qtl!4$4S» Q$QSQ$QEN $ON$$ $ggiEp $$dg$QQ76 88 ��aggb$gg=$-$ - a b $1a $QS i $�a» 8381 $86 4$n g$i� $Q» NF N$�Q$QBi E$«Q$Q3 «$ googol. « ayQS «o .$; »p$ aQ$ NQ$id 1 �Q«j$�C �gn$$$oatt»Qg 4 aN � 0a 8 88p8g8g88y8y!!y8y��88�88$8$888888y8y8y8yg$gQ88g8gg8gQ8Q8888888888y8yQ8Qp8Q888888$8g$8€�8 EYi wCiR��»�S J.w11110 a881 S 8 bi3 Si 8 i�Ju `Ra»SMw7A �G +.i id �w:'S�S 33S8aQ8A$$8p8 «`�'»S 888y$�88Q8 Sam ii w w2S 888Q8 �"�S Q8YSR_8Q8 p8g8g88y8�8888g�g88889 w1 Q8j N 8 M »R 8 € $s$8$s$8$ssgsgssgsggsgsgags8sassasassasaassssss$ssasssssasssesasesssesaaas �91111TI« ««»« 8sas»ss as•.s eases aaesssseaaas�8s 11 MIUM»»8 IIIIIIIII j NNNNLL,b wkgN rm1>q �S� �yl uS uS iS u�uS uS W LLJ �LLJ 9NN��LLJ aJ �S �S NNN W W WNW aJ LLi W W W ��aJ �S ��S uS �S uS �aJ�� uUNNNN U U N W b N r n N U U N N m N N ailR�aa� i act S a$3�5 96 S a g 11 ���rn,��q SOON ���3q in 3 R p 8 3 7 ryq 8 8 t .q!EE �uZy ,Y�'i ui� ?UUUZU M UX NN ZJWQ2< Z W �il a FZ FZK OO m Zp U V um N m �7I m I<li>__ ~ J N _ OOOf T m m > ~ : 7 �[ X'aK i WNJa O U �LLs wLL~ y 4; r ~ = 9 S m Y 'iw u ugi U �1 6 y RyOj a ouumoo S000muou3w UUJZOLL �F uxxxp J� u'�uF� Fid ��� u ji �So X Z O��� u O UUT�y!!'�' rc�ns L'w 3�'�'�'�3 � Nu oz uuU>>a ohm mu F��WW a i s ��n 1« 3R » ii a 6 J ►� �� st 6 �Z3 a 1"0 Z O� 5Z iu K d u�m�< Z muc�m z�=S3u axx e0i el " Z�- z F N�� >o >o ddpc 0 0 `�'�oo�� w ay : x 0��uaa�Sa7a�aJa�8r�. o o <ia333>i as g j < � m u �� y j < j ►�o OOFF �Suu'iu���$3 S� �E�wa V u�ui�¢ ���������.a`✓�orcK���urc�'rcR«gYp�R3�R3wRiARaRa¢ a`t :su^�uSu� :51 N9�o�i »8urcm4rc• aa�yiiC a�w8�w8gaaFma� 7u�u1 PER _ i�w"w� Boa $ 4���nG4 &EPEN Iffifffft �rnsr:na,swafm yy yy 999 y� JC JCpp K 1 ON� � � ����g PN •�� p� �= a as N N P z as E n ti REMa Nmmm Nmmi mm D wS1TTrn lrl �>�1�T�1>> m_xig?---. ITT lr1T>>>� �N+ sssssssassasassss r«" 8t m $ 88888888888888888 a tt » � 88ffiSS?!88$$88$$$8$ r � Y!t '.w $ r » a88S2t?t888ss8s8888 HJ11 r r« r1 181t 888ss CITY OF LUBBOCK, TEXAS 114TH STREET PAVING IMPROVEMENTS SLIDE ROAD TO QUAKER AVENUE MAYOR DANIEL M. POPE CITY MANAGER W. JARRETT ATKINSON CITY COUNCIL JUAN A. CHADIS DISTRICT 1 SHELIA PATTERSON HARRIS DISTRICT 2 JEFF GRIFFITH DISTRICT 3 STEVE MASSENGALE DISTRICT 4 RANDY CHRISTIAN DISTRICT 5 LATRELLE JOY DISTRICT 6 HUGO REED AND ASSOCIATES, INC. TEXAS REGISTERED EWGNEERNG FIRM F.760 TEXAS UCENSED SIIRVEYWGFIRM 10067640 DIVISION DIRECTOR OF ENGINEERING / CITY ENGINEER MICHAEL G. KEENUM, P.E., C.F.M November 2021 Kimley)))Horn ASSISTANT CITY ENGINEER JOSH KRISTINEK, P.E. ENGINEERING CIP AND DESIGN SERVICES BAILEY RATCLIFFE, P.E. •`F•� • �1QbV 9r� 1! LESLIE P. BRIILE j !� A; 97360 II 17/2021 grCity of Lubbock TEXAS DESIGN SPEED: 45 MPH F ILENAIE. C.\p�\INI\010AT9l9\I 14W-GEN-PLAY.OQn PLOTTED, 1012V2022 7157.05 PM SLIDE ROAD \ \\l D =o r-o } =o a a - i 1 am ~> V ICKSBURG AVENUE � im >b o• a i UXBRIDGE AVENUE 1 I m o I j , S. TOPEKA AVENUE N. TOPEKA AVENUE TRAFALGAR AVENUE 1 I 004 a i 1 RICHMOND AVENUE r 7 1 I I p. o• AS 2z' 'i OUAKER AVENUE 8. 1� � I o 0 rn 0 0 DATE-11/IT/M% 114TH STREET PAVING IMPROVEMENTS b Mlrim M Mrr Kimley))) Horn xsoE � °'O"' P" m SLIDE RD TO QUAKER AVE � � �:•.,� x mmi PROJECT LAYOUT •,e' IF SY;� GrtArc w W -:``�`°`' • a' �s _ � f mu lansnl.ea io F-w D�Ea BT CYty of Lubbocktie `�I �Fr'�:...-" H-i ].�H000 REED ASSOCrES.IOC.Cm qU MO: 06,111G0,1! NL1 TEXAf Qi ADDENDUM 2 - UPDATE CURB RAMP ITEM AND QUANTITIES D 1 ti Ill 3 ® , W14� SUMMARY OF ROADWAY QUANTITIES PREPARING RIPRAP PIPE (PVCI CONC CONC INTERSECTIONS DRIVENA CONC CURB CURB CURB CONC MAILBOX V /0�m V D x �<� tit; pp 2 8 a S 3 1 4 - BASE BID - SUMMARY OF DRAINAGE QUANTITIES FLU W K OWM1 yr� O 0. Q V ^ zo IM 0 �a W LU cr y H W * THIS ITEM WILL NOT BE PAID FOR w BASE BID - SUMMARY OF REMOVAL QUANTITIES DIRECTILY BUT SHALL BE CONSIDERED SUBSIDIARY TO MOST APPLICABLE S 3 ITEM. THE QUANTITY SHOWN HERE IS FOR CONTRACTORS' INFORMATION ONLY. Z j d p i o 8 7« 12 „d SHEET OF LOCATION ROW ICONCI (5 IN) tSCH 401 (4 IN) CURB b GUTTER ITY AI CURB b GUTTER ISAWTOOTNI ICONIC) (CONIC SIDEWALKS (4'1 RAMPS ITT 11 RAMPS ?fV—Pf ITY 71 RAMPS ITT 101 MEDIAN INSTALI-S RR -POST) TT 4 STA CY LF LF LF SY SY SY EA EA EA SY EA SHEET 1 OF S 7 134 560 1118 816 -190s1096 -2- O 4 6 218 I SHEET 2 OF 5 12 199 2B0 2237 B4 300 102 + 0 + e SHEET 3 OF 5 IZ 141 600 2122 174 90a 2403 A 2 4 12 SHEET 4 OF 5 12 181 2B0 1960 199 643 234 2245 -6 2 � 12 SHEET S OF S 10 742 318 1044 rt 0 331 PROJECT TOTALS 57 655 1T20 8179 457 1847 1410 •926292 TI -P 0 � 2 40 42 549 1 LOCATION * CEN STABIL BKFL RIPRAP ICONCI (5 IN) RAIL (HANDRAIL) ITY FI GABION WTTRESSES IGALV11121N1 CONC BOX CULVERT (6 FT % 3 FTI CONC 00% CUL VEflT IS FT % 3 FT) CONC BOX CULVERT 16 FT % 2 FT) RC PIPE ICL IV) 124 IN) RC PIPE ICL IV) 115 IN) INLET ICOMPLI IPSLI IRGI ISF T%SF TI INLET (COMPLI (CO) 120 FT) IF TNI INLET (C04PL1 I0001 ISf T) (BOTH) WING ALL IPW 11 (xN•6 FT) WINGWALL IPN - 11 IHW5 FTI SET tTT II I$ 6 Fil INN• 6 FT) 16i 11 IPI CY CT LF SY LF LF LF LF LF EA EA EA EA EA EA CULVERT LAYOUT N0. 7 33 54 O9 2 DRIVEWAY N0. 7 CULVERT LAYOUT N0. B 31 54 49 2 DRIVEWAY N0. B CULVERT LAYOUT NO. 1 31 S6 47 2 V ICKSBURG AVENUE CULVERT LAYOUT N0. 2 a7 SS 68 2 UZBRIOGE AVENUE CULVERT LAYOUT N0. 3 23 SS 33 2 SOUTH TOPEKA AVENUE CULVERT LAYOUT N0. a 2a 56 33 2 TRAFALGIR AVENUE CULVERT LAYOUT N0. 5 33 72 35 2 SAVANNAH AVENUE CULVERT LAYOUT N0. 6 47 178 93 1J9 224 3}6 1 1 1 I PLAYA LIKE L090D CULVERT LAYOUT N0. 9 79 167 90 I SLIDE STORM SEWER PROJECT TOTALS 348 SBO 93 139 J14 224 ]36 167 90 I 1 1 I 1 14 LOCATION REMOVING CONC IPAV) REMOVING CONC ISIOEWALK SI REMOVING CONC (DRIVEWAYS) REMOVING CONC (CURB AND GUTTER) REMOVING CONC (415C1 REMOVING CONC ILLUMEI REMOVING STAB BASE AND ASPN PAV 12'-8.1 REMOV STR (SET) REAgV STR (BOX CULVERT) REMOV SIR (SMALL FENCED REMOVE 54 RD SN SUPBAM ELIM E%T PAV AOIK b MRKS (12-1 EL IM EXT PAV MflK b MKS (24'1 SY SY SY LF SY SY SY EA LF LF EA LF LF SHEET 1 OF 3 415 lU 28 J21 35T 7797 1 56 126 1 }48 101 SHEET 2 OF 3 515 72B 2131 55 276 11396 8 182 S6 3 SxEEi 3 OF 3 28 46 6112 88 PROJECT TOTALS 95B 869 28 2498 SS 6]3 25305 9 238 182 4 74B 189 w o¢ SUMMARY OF SIGNING AND PAVEMENT MARKING QUANTITIES a Wait �`kI IN SM RD SN REFL PAV MRK REFL PAV K REFL PAV MRK FL PAV MRK RE PM w/ RE PM N/ RE PM W/ PREFAB PREFAB REFL PAV LNIK SURFACE PREP SURFACE PREP SURFACE PREP i 0- _ �0t I �Y i �$e S ' 8 S 3 SUMMARY OF EROSION CONTROL QUANTITIES BASE BID - SUMMARY OF UTILITY QUANTITIES 5 f Q F Z W s � E K o< o U� as w O f <� ALTERNATE NI ASPHALT - SUMMARY OF ROADWAY QUANTITIES ALTERNATE #2 CONCRETE - SUMMARY OF ROADWAY QUANTITIES Z d Fad K W W W O 1- � N N O Q Z �p 13 SHEET 20F4 LOCATION SUP 5 AM TTIOBWG IIISA (PI TT 1 IN14' IINOPI 1100N[Ll TY 1 (W18 IL NDPI IIOOMILI TT [ (NIB' ($L DI IIOOMILI TY IIYI MED NOSE) 1100 41L1 RET RED TT [ IN14' (BRKI 110041L1 RET RED TT 1 (T14' (BRA) (IOOMIL) RET flE0 TT 1 lYl4' 15L01 IIOOMILI PAV LWK TT 8 IN1124'1 ISL DI PAV MRK TY B IWI (ARR TY 1 IW112' 15LD1 110041L1 S PAVEMENT SEALER 4' 6 PAVEMENT SEALER B' 6 PAVEMENT SEALER 12' EA LF LF li EA LF LF LF LF EA LF LF LF LF SHEET 1 OF 4 7 194 50 6N4. 1081 2 627 622 2486 554 4 90 3929 1134 90 SHEET 2 OF 4 12 121 1200 1O42 4165 6528 SHEET 3 OF 1 e 149 182 1081 2 499 152 605 22 LOCATION FURNISHING AND PLACING TOPSOIL (4") DRILL SEEDING IPEflYI (RURALI 'SANDY! SOIL RETENTION BLANKETS ICL II (TY BI ROCK FILTER DAMS IINSTALLI (TY 11 ROCK FILTER DAMS (RE40VE] CONSTRUCTION EXITS (INSTALL) (TY 11 CONSTRUCTION EXITS IRE40VE1 TEMP SEDMT CONT FENCE (INSTALL) TEMP $ED4T CONT FENCE IREMOVEI BIODEG EROSN CONT LOGS IINSTLI (B'1 BIODEG EROSN CONT LOGS (REMOVE) $Y $Y SY Li LF ST $Y LF Li LF LF SHEET IOi 3 8292 8292 931 240 240 112 112 1722 1722 SHEET 2 OF 3 3715 3715 5261 520 520 2680 2680 BO BO SHEET 3 Of 3 I57 153 1330 1330 PROJECT TOTALS 12160 12160 6192 760 760 112 112 5732 5732 BO BO LOCATION EXCAVATION IROADWAT AND CXANNEII EMBANKMENT (FINALI (DENS CONT] (TY AI FL B$ (Q(P IN PLACE) ITT A OR 1.2) 112'I 4' TYPE B MAC IBASEI 2' TYPE C MAC (SURFACE) CONC PVNT IGONT REINF CRCPI (91) CT CT $Y $T ST $Y SHEET 1 OF 5 2702 2341 2311 2352 SHEET 2 OF 5 9271 8400 8400 SHEET 3 OF 5 9233 8400 8400 SHEET 4 OF 5 9522 8779 8779 381 SHEET 5 OF 5 6717 6398 6398 2291 PROJECT TOTALS 76213 1677 37448 34318 34316 5024 LOCATION EXCAVATION (ROADWAY AND CHANNEL) E48ANKMENT (FINAL) (DENS CONT) (TV Al CONC PVYT (CONT REINF CRCPI 19'1 CT CY ST SHEET I OF 5 4693 SHEET 2 Di 5 8400 SHEET } Di 5 8400 SHEET 4 OF 5 9160 SHEET 5 OF 5 8688 PROJECT TOTALS 26341 2008 39341 LOCATION ADJUSTING MANHOLES EA SHEET 1 OF 3 SHEET 2 OF 3 2 SHEET 3 Of 3 PROJECT TOTALS 2 oa Ww� 0 BASE BID - SUMMARY OF ILLUMINATION AND FIBER QUANTITIES �FY GRILL SH T CONDT (PVC) IPVCI GR ND BOXT NO (SON A 3 imm 8 E 'CITY TO PROVIDE THESE ITEMS FOR THE CONTRACTOR TO INSTALL.CONTRACTOR SHALL d CONTACT RICKEY ST APP (8061-775-2144 AND PICK ITEMS UP FROM TRAFFIC _S I Q OPERATIONS AT 202 MUNICIPAL DRIVE WHEN READY FOR INSTALLATION. !f - I ALTERNATE •3 - SUMMARY OF ILLUMINATION OUANTITIES F o< o U� �a QO K wIM �a N N v F Q Z d m Tn 14 SHEET 3 OF4 LOCATION IRDWY ILL POLEI 170 1 ISCH 401 12"1 ISCH 401 12"1 (BORE) A 122}IIIW APRON AGE BOX CONDT IPVCI ISCH 401 (4"1 EL EC CONDR INO. IaI BARE Li LF LF EA LF LF ILLUMINATION LAYOUT (SHEET I OF 31 100 2F+ Pa, 650 �5S 700 0 4, 950 ILLUMINATION LAYOUT (SHEET 2 OF 7) I40 �r6i56, 750 -565 825 7 470 LF 8, 045 ILLUMINATION LAYOUT (SHEET 3 Of 31 70 4r3802, 240 336-I, 195 0 3, q35 PROJECT TOTALS }10 8T9F41}, 640 -k4-i62. 719 7 qT0 LF 16. 470 LOCATION IN RD IL (TT SA) 70T-B (250w EDT LED ELEC CONDR 'NO-8 1 BARE EIEt COHEIR INO. BI INSULATED EEC SRV TY A 240/480 0601NSISSIEIS P(0) EA Li LF EA ILLUMINATION LAYOUT (SHEET I OF 3) 10 3.260 6,520 0 ILLUMINATION LAYOUT (SHEET 2 OF l) 14 5.275 11,010 2 ILLWINaf10N LAYOUT (SHEET 3 OF }) 7 1.745 3,490 0 PROJECT TOTALS 31 10,280 21,020 2 l' ALTERNATE W4 BASE BID STA 6.10. 21 BEGIN PROJECT SAWCUT AND MATCH EXISTING BEGIN CONCRETE PAVEMENT STA 0.60. 70, 13. 1' LT 6 BEGIN ALTERNATE 4 13.1 RT STe 5.23. 59, 7' L7 I Q MI + BEGIN ASPHALT PAVEMENT TRANSITION END ALTERNATE -4 END CONCRETE PAVEMENT I'•f {��� STA 8.7). 30, 44' LT ' MATCH EXISTING BEGIN CONCRETE �5T4 10•T3. 30, 33' LT STA 2.60. 69 PROP CURB RALP INLET NO. 1 PAVEMENT TRANSITION 1 END CONCRETE PAVEMENT TRANSITION 50. 0' LT STA 4•T0. 73 50. 0' r'.I f .. -.PROP CURB AND GUTTER BEGIN ASPHALT --•--- STA 2.60. 69 LT INLET N0. 3A :III �1I PROP CURB RAMP PAVEMENT 31.5' LT (LIP, INLET NO. 2A Wi I•f 'I CULVERT NO. 9 SEE DRIVEWAY N0. END ASPHALT PAVEMENT TpAN51 SEE SLIDE ROAD STA 9.90. 19 r + LAYOUT SHEET TION BEGIN CURB AND GUTTER INLET NO. IA pp PROP CURB QA Q. INTERSECTION LATWT SHEET 55 0' LT PROP CURB MAILBOX INSTALL-! o - -.3E8 ♦ NO GUTTER ( m STA 6.64. 09, 55.0' LT 4 RAMP IRR-TY 4 PROP 10' PROP 10' SIDEWALK 7-- ` P OPPO5T1 -RAC CURB n E%I5T RON _-__-__-__-__-_ SIDEMALK_ ,P __-__ _ _-- _ _. .. - PIT ROM ___ -_ _-_____ - - _--EXLSJ R01 _-_ _ -. r___ = STA 2.60.69 _ -_ a 7, 0' LT_-_. EX CST u _ROM..-__J • ----- n t ,...y _.-, _. ._ �.� .� } '•"I t Iv -114TH-S^T(5T'i9iN.ir � �7 s7 y. ___� = t_ ••� sTS" d'" {I 0 R !�- ,,'� r• fA.ra .J3 47X- + !" A •-_-_-- -_ - - E%1ST I OU v PIT CURB AND GUTTER �'----y---- _ -pq - - - -'- -�--'- -- STd 4.72. 50, 7. 0' LT .g �i Q SIDEW EXIST ROM i. STA 2.60.69, 31.5' LT (LIP) END ASPHALT PAVEMENT END ASPHALT PAVEMENT ` CULVERT NO. 10 ,• y'. `....... ..- 1 _ --- �- - TRANSITION BEGIN CONCRETE INLET N0. 4A 3...I I - - - - pppp CURB RAMPS - - PAVEMENT BEGIN CURB AND GUTTER ,IL PROP CURB RAMP STA 6.62. 79 1 7.0' RT 6 31.5' RTI G i O ' _ Pp O q P CURB RAMPS A R 2-PIPE ORNG E IPVC, I BEGIN CONCRETE PAVEMENTI I PRpp CONC ISCH 401 14 INI MATCH EXIST INGI DRAINAGE CH Q 280 LF 'J+II I I PROP CONC RIPRAP SEE DR IVEMAY No. 8 -STA 6.81.25, 80.0' RT LAYOUT SHEET BEGIN CONC STA 12.27. 03, 105.0'Ri I II I I j I iw DRAINAGE CHANNEL SE IVENAY NO. T CUE WDR MP PROP RB RALAY T SHEET GENERAL NOTES STA 6.37.18. 105.0• RT 2 PIPE (PVC) (SCH 40) (4 IN) - 280 LF 1. EXISTING UTILITIES SHOWN FOR INFORMATION 3. SEE INTERSECTION AND DR IVEWAT LAYOUT 5. ALL STATION AND OFFSET$ ARE FROM THE FACE OF CURB, PURPOSES ONLY. CONTRACTOR SHOULO FIELD SHEETS FOR ADDITIONAL INFORMATION. UNLESS OTHERWISE INDICATED ON THE PLANS. VERIFY LOCATIONS PRIOR TO CONSTRUCTION. 4. CONTRACTOR TO TAKE PRECAUTIONS TO PRESERVE EXISTING 6. SEE MEDIAN DETAILS FOR MORE INFORMATION. 2. FOR UTILITT OWNER INFORMATION, SEE UTILITY CONCRETE ELEMENTS AND EXISTING FENCE TO REMAIN. ANY LAYOUT SHEETS. DAMAGE WILL BE CONTRACTOR'$ RESPONSIBILITY. Q. R Wa W. ; LL $ m O IICIYY uo� HORIZONTAL: Q% 050 0 fig � iee � 9 2 � n, F VERTIM: 10 55110 i ® = C $ S E FO o NALTERNATE .. R4 STA • BASE BID _ -- - -- PROFILE IST AN D G� Ai 114 �•%RTMAC6ES1IN6 vVNT }265 PITTTT A CHANNEL 1tT1NG GRWND 65 AT 3.260 'v ' '> W _ o 0 w ..-. N 3, 260 1.10.00 Y ,.. • �1.)0. 24 ' (-11.10 Y , - EATISSTINj, GROUND v� 3, 255 : .. ... !±. $HATCH - Z=)3�D-X" •- - - '--T.3.7; z- - TS .. ..,_ PROP R. GUTTER _ f 1147H ST PGL 3,255 F EX ISt ING _ - v v FVMT STA 5!23.29 Pam` - c -1_�]$ "/-M 80 b ( pN pRM�DE .-3, 250• _ - « - NUV'i 10.00 % o ry . <N . ...(; 0-__ ... _ _ w _ - -' CHANNEL w0.45. - % 3 250 , Ae : m o m 'c- ry o ei �_ (. 10./5 Y. .• _ n v, a . 'o^ �¢ PROP LF GUTTER )0. 500 _ ... .................................-..... u. .`.. •�.v n � __-..� �„�• ^' r �. rv---'-.: _-_----. -................. )V v .. .... _ _ 1 1 0. 50'/. ,3, 245 w Wo- riw c>wJ> w w6ry _ _ _�oo" 3,240 o ... ..-..-..----•................ ........ ...... ... .. ..-. -. - ^17 F c; N . 1, 215 .:.. .. - �•- .. ...... ... .. -. .Ei. .. ...-: - ' > ,., �` � i w 3 235 --- _ s las+o V ?30 n,r°t.... .. .: ...:.--.--rvomv.-_ v - <_ rm'mm ,v ..-•-•'•-^--- __ - _ nmp�n O„Po� ^1.00 ^� - -O-Nr 000�•O OO�O�.-iG 1 104 2.00 3.00 4.00 5.00 6.00 lESI IE p. i 2 97360 LEGEND �•,�igNLE CONCRETE �� ASPITALT 1e�,' � I 67 SHEET 1 OF NOTE, 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENESE. SEE CULVERT LAYOUT - SLIDE ROAD CULVERT O. 7 PLAN SHEET FOR MORE INFORMATION. LEGEND DRNN DRAINAGE FLOW ARROW CONCRETE ASPHALT EX TELEPHONE VAULT TO REMAIN RELOCATE PEDESTRIAN - SIGNAL BOX STA 6.51.80, 44. 50' LT - END CURB RADIUS BOC EL•3254.53' EX PULL BOX TO REMAIN RELOCATED PEDESTRIAN SIGNAL BOX EX VALVE(TYP.1 TO BE ADJUSTED TO FINAL GRADE PROP RAMP (TYP.1 GAS RISER TO REMAIN STA 6.12.30, 83.95' LT 2' ' BEGI BOC EL •3256. 0N CURB RADIUS ♦' MATCH EXIST EX SOWK i I 1 I 1 � I I ' 1 I ! E z� 0 0 10 20 C CONC DRAINAGE CHANNEL S I A 6.81. 25 8o' FIT GIN CONC DRp IMAGE f. EL•3249.54' I�`♦+S u I V STA 6.62. 79 33. 50' RT END CURB RADIUS / I BOG EL•3254. 55' E% UTIL- 3�POLE TO REMAIN EX GAS VENT PIPE \\ REI/A IN MA -Ex HEADWALL f0 REIN .- PROP RIPRAP FLOWLINE EA���iP,{ �`•( T -- �II/17/2021 P F W s ` 1 SEE RIPRAP DETAILS •_ W \TYP.I I W ~ O EX ELECTRIC Q b POLE TO REMAIN OC C LU O EX SIGNAL CABINE7 AND BASE 70 REMAIN'.'• 1 Q U , 50 II \ In Q I- H Ji-n,--71;--- ,r ,\ ---- --EXIST ROW --------- '- PROP RIPRAP , 1M W — , SEE RIPRAP O H U WE _ _ _ _DETAILS - U3 N ,,MATCH E%IST OWK ----- - - - --- ---- -- -- - - - _ - - DNN Ex CURB EX SAWTOOTH CURB EX CURB DRN I 3 I PROP 24• STORM PIPE (' 1 - - - - - STA 6.23. 29, 73. 16' RT - _ _ _ _ _ _ _ _ - MATCH Exlsr RELOCATE TRAFFIC BEGIN CURB RADIUS j STA 6.12.26, I SIGNAL POLE SEE SLIDE OAD CULVERT N0. 9 BEGIN SIRELDEWALK 111.29' LT , I CULVERT LAYOUT 1 I BOG EMLA! H EXPOST 1 SIGNALTPOLETRAFFIC c 0 7 BEGIN SW , �,p STA 6.10.21 II d STA 6.10. 21, 73. 17' FIT • BEGIN PROP ROADWAY IMPROVEMEM TS, SAWCUT AND MATCH EXIST - - - - - - - - - - - - - - - . - _ PROP CONC TO . - .- _ _ _ - - _ _ _ _ MATCH EXIST i , ,1 Ex CONC TIE IN I SeEEMt 25 MATCH EXIST 1r o f, EL•!3255.5J ' LIP EL•l3255.71' PROP CONC TO ,I II SEE ROADWAY DETAILS C EL•l3255. 69' , E% CONC TIE IN .I .I j �. PROP CONC TO 1� ON TIE IN PROP STORM i SEE ROADWAY DETAILS I S rj II SEE EX CROADWAY DETAILS _ I I EX TRELE PEDESTAL I __________________INLET NO_1____ it I I ;I 1 MATCH EXIST I 11 11 ; �E% 80% CULVERT j'• LIP EL•=3255. 60' 7 eR _----________ __- ___--_�_______-_ II f-1, i� E7114TNT5T6 I� ;� ,'i ESLIDE f SLIDE ROAD ci I li I; II ,1 SLIDE ROAD io-------------- — — — — — 1. .I— J;------------- — — —;— — — — �,•------------------- — — — — — — — — . — _ — tt , I i WI ¢ • I 111 1 t i I 111 I 1 PROP f -E)(IST , 35, I 75' P ROW -EXIST ROW I y•• '1 ST i{pr-E7[IS ROW I 55, 1 55` PROP ROW-CL. I, ' I 'I LiE% Si I S3lyyl It �- ~II 1 I o � �77II �'----'- ✓� I I o ♦ ' E% MANHOLE I ♦ TO BE ADJUSTED , �. 114TN TO FINAL GRADE ST. ,1 ♦ I REMOVE TRAFFIC- S, GNAL POLE fi -�I! ♦ ` I I 2 I STA 6.62. j •� i i Q Ef •325A. III cL • STA 6.50. 49 4. BEGIN MEDIAN POSE 1 /' I STA 6.51.80 L fEh3254, 96= l V S /G PROPOSED LW '1ll� _ a __ SIGNAL POLE 351 -- l _ _,IySl _t51 3 = RELOCATE n PEDESTRIAN SIGNAL BOX / � RELOCATE SIGNS./ 72 114TH STREET 0 N Wa3 WwYq Si oeoo°oo B PROP 10• SDWKo B ^ a g 0 5 10- 60 21. 7' 79. 64'11 N PROP SDWX ° EL•3256. 11' I I I I I II o / I 8 i °+4 PROP FLOWLINE EL•3250.08' y �6'x24• TOEWALL -_..___—___ _ J .. —___.___._ 1 11 1 P-ORMROP TOE WALL / --••Ez TOP EXIST RON II IIII�SEWER r , FLONLINE �•� i EL•3253. 55' ( : 1 •�� / 9Z I II it I g I I I I 1 III I I I i OP FLOWLINE PR _ li EL•3254. 87' B EL'32493 8' _ FII f DINK •32551. 851' _ 44' III I Tr %, �, D 1ST I �}I{ NIGH POINT FLOWL INE L6-x24- TOE WALL `1 6"x24" TOE WALL $ IESi,IE I. BNx£ } Sg 9/16C 43' 0 O C DRAINAGE CHANNEL •ha,LL LP I II �1112021 EX TOP III II EL•3254. 62"" l� ... I x Ef EL G EX CONC STA 6.81.25, 80, FIT•3249.64, MATCH EXI ST " .$ EL•l3249.54' EL•3249.69' Z 1- — TOE WALL _ _ N _ _ 1 _ _ _ — _ E% TOP — _ —Ex L EL _ _ _ _ _ _ _ _ _ — _ _ _ _ . — . — . _ _ _ _ _ _ _ . �.._ . _. — _ _ _ — _ _ _ _ _ _ _ — _ — _ _ _ _ _ — _ — _ _ _ _ — _ _ _ _ _ _ _ — _ — . _ _ W r_ K __— I IF F I /0" EL•3254. 60' 3249.60 DRN DRN STA 7 DRN W RN" I - �........._.�' � EL 5249.02 •30.91 80' RT r >Q O U� o=) F ___________________ CLQ Ex i - 0 6"x24' TOE WALL Opa EL•3249.69' ' • SAWTOOTH - ��i I HIGH POINT ~e / I 83 CURB TO I _ Z O i 6"x24' TOE WALL 5 REW IN MATCH EXIST S' FLOWLINE J (L EL•l3255.42' ` D _ 4 I PROP FLOWLINE ` ` �� � � � '� K 1 EL•3254.49' ` _ I II 'I W �a \ MATCH EXIST 0: I ¢ O ' MATCH EXIST EL•3249.58' - H 7 EL•l3255. 73' C. I EX TOP o ' I 6'x24• TOE WALL FL OWL INE a I i C 1 A � EIML�3250.FL0 8[N J " N i -------------- EX EL ±3256. OS' l7. 89' 93.73' '•o MATCH EXIST MATCH EXIST I W'A EL•13255.51' MATCH E%IST EL•l3254.01' 1 EL•_3254.57' i J ORE — 6'x24' TOE WALL MATCH EXIST EL•l3253.38' d S O N LEGEND NOTE: a I. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY CONCRETE DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE ROADWAY PLAN 6 PROFILE SHEETS ASPHALT FOR DRAINAGE CHANNEL FLOWLINE. 3. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATION 4. SEE RIPRAP DETAIL SHEETS 9 OF 10 3 Yi o AND 10 OF 10 FOR SECTION A -A, B-B. C-C, D•D. E-E, F-F, G-G, 1-1. J-J, 82 6 K-K. D^N DRAINAGE FLOW ARR0W SHEET • OF 10 I�W -- --- - - -------------- --------------------------------- 114TH STREET ❑ 1 o8 W. gYF o I R PROP 10' SW o o 0 00 0 PROP 10' SW I0 T v a + �� B u I u I 8 IL DRIVEWAY N0. 7 B I 0 5 1 LAYOUT REFER TO OR� FOR MORE INFORMATION __—..----..----- EXIST ROW I I EXIST ROW I � I 6b§a I� IOU Iw f O {> Z N Qx 9 3 N C I CIr PROP EL REFER TO CULVERT NO. 7 Fdl B �� B PROP EL O ( C f,1EX IEi. BMXE TA''R/910 k PROP EL • 3248.42' I 3248. I3' B STA 8.41. 89 80' RT B I LAYOUT MORE INFORMATION I SPRaP EL 3247.66' 8913247. 6? PROP EL 3247. 76' ----_-_________ s I/In/jI,7/20I1 �I.Y _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ PROP EL 3'147.63' '-�- ----- ------------ - -- - - - - ------ _ ._- _ -- -- --6' X 3' BOX .._ .. .. . _. _. ._ . _ Hum---- _ . _. _ . - . _._._. _ . _ _ W STA 0-31.89 80' FIT EL �3247, 15' ___�-- w > O �-' _ _ _ _ _ _ _ _ _ - _ OPROP PROP EL PR3248L13' I -- PROP EL 3247.66' W r� • 3248.42'C I C STA 9.44. 89 80' RT PROP 5247. I PROP EL 3247.76' SZO O EL 11' C G Q F ' I W WK W W �'� I ;N, 6- % 24' TOE HALL I A I i I 6- % 2/' TOE MALL .MATCH EXIST EL•s3252. 82' I HATCH EXIST EL•s3252.92' I MATCH E%1ST EL•s3252. 64' A 4ATCH Ex III EL •!3252.06' (n J A DRNG ESMT DRNG ESMT 0 A W Z NOTE: � Q a 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE ROADWAY PLAN 6 PROFILE SHEETS FOR DRAINAGE CHANNEL FLOWLINE. LEGEND- 9 3. SEE INTERSECTION LAYOUT SHEETS FOR - Y MORE INFORMATION COAKRE7E 3 4. SEE RIPRAP DETAIL SHEETS 9 OF 10 % 10 OF 10 FOR SECTION A -A, B_ B.C-C. K-X; E E. F-F, G-G, 1-1. J-J, 6 _ 83 ASPHALT DRN . DRAINAGE FLOW ARROW SHEET 2 OF 10 SEAL JOINTS. USE EXPANSION MATERIAL 40.C.E.W.' AND JOINT COMPOUND •5 DOWELSS' CSEE NSE7PeCDETAIL ON PREVIOUS SHEET. •4 CROSS SECTION D-D NTS SEAL JOINTS. USE EXPANSION MATERIAL AND JONT COMPOUND DRN UNDISTURBED �41 BASE/SOIL S A5 DOWELS e 12' MAX SPACING. SEE INSET A DETAIL ON PREVIOUS SHEET. DRN •3 BARS 0 12' O.C. PROP TOEWALL 4 BARS CONCRETE RIPRAP �12' O. C. E. W. FLOWABLE FILL ABOVE EX BOX CULVERT ONLY. SEE CROSS SECTION F-F THIS SHEET. EX 7' X 3' BOX CULVERT HIS wa' WwI O O§1 O CONCRETE RIPRAP FLOWABLE FILL - 4 BARS 18' O.C.E.W. SEAL JOINTS PRIOR TO SEAL JOINTS PRIOR TO POURING FLOWABLE FILL. POURING FLOWABLE FILL. ' e USE EXPANSION MATERIAL USE EXPANSION MATERIAL .AND JOINT COMPOUND AND JOINT COMPOUND EX 7' X 3' BOX CULVERT —:J BARS e 12' O.C. —PROP TOEWALL S lFIL IF V.BRIICC 91T60 1i,yl .FT4 t+F 11/17/2021 CROSS SECTION F-F NTS LAI > U &a: �O z a ,� Qo 5/8' DOWELS . F 10' MAX SPACING, lU SEE INSET A DETAIL W W ON PREVIOUS SHEET. I. SEAL JOINTS. USE N °4 BARS 12- O.C.E. W. EXPANSION MATERIAL AND JOINT COMPOUND J 7—Ex e •• 1° HESOWALL Q rn w a 0 0 a Z O EX GROUND U N 1 a_ 1 EX CONCRETE eEX TOEW A LL 91 k ❑W STA 10.81.05 8.5' LT K a Ww PROP ROM --___-_e%IST ROW I 16- y \��a<I��-'-I;'•,` N EXLST_ROrr---------- T STA 10.73. 30, 8.5' LTA ' ..a-=r__t_'-----'-a�_-__--:f'._=.i.---_._..-------'-----------------'-----------'--'-- _ I T 1 -r - - - - _. _ _ _ _ _ _ BEGIN TRANSITION BEGIN MEDIAN SEE MEDIAN NOSE DETAIL A I _ - -STA 8.n3 30 _ ________ --'J• BEGIN CUR A G BRDIUS STA 10•T3. 30, T.O' LT END TRANSITION HORIZONTAL: 0 20 40 ^ y SEfi STA 6.50. 49 I 1 i 3.5' RT ----- - ----- -- A 114TH STREET _ c.e lDe]}, Q1, SA•_L7 _ 79 r, •-- .5' I R il a C) I i - .�_ _ _« 1 . _«- - ._q -„_ _ 1 n..„_._ «_ - . . ........................................... �_ _ - .. N_..-.-n - <,_- .�_ _ .. - _«_ -, _.�_._. _a_-- ............... .... n-. .... .SS.R .. ._ _ _ STA IS• WJD ..OTA79N55 S i Y _ _ p •� = `T--�--�-------.�_d- ' SEE MEDIAN NOSE DETAIL B a a _-____ _-------___ ______._ - _ _-____-__ 10.81.03 ��� .• - ---__ - ____- STA _____� -- F- 7. 0' S41E5119 Y. BRICEe •��; 11 <)L ._ ., ------------- 4.4' avuz— ____--_ ...... _.LI-J _r_ <'i ' EXIST -NOB - END TRANSITION _ - - - - - - STR 57.69.73 r _ _ _ STA 36•84. 10- - 19.5' LT� 1 1 ______ IB.O' LT BEGIN OUR RADIUS 4 STA 5T•61.22 -------------------------------------------- T BEGIN______��---�-��_ MEDIAN SEE MEDIAN DETAIL A BEGIN TRANSITION STA 54�23.48 14' SEE MEDIAN DETAIL B -- STA S3•S7. B3 4.0• RT RT A 3• 114TH STREET BEGIN CURB RADlUS- P3•� END TRANSITION STA 57.61.22 _«_A _«- - - _ -._«-._.-«_.- _o- -I-. STA 55.73. 53 4.0' LT ___ ______________' _«_ _ _«_ _ _« . « 4.0• LT « BEGIN TRANSITION I -' --- -- __ STA 54.23.53 �---_ 7.0' RT _ LEGEND FRONT OF CURB 4 CONCRETE ASPHALT 4• NOTE. 1. ALL STATIONS OFFSETS, AND DIMENSIONS ARE FROM FACE OF ` SLOP L ' T 1,q CURB UNLESS OTHERWISE NOTED. 2' <'' 6- 2. SEE PAVEMENT MARKING AND SIGN LAYOUT FOR MORE INFORMATION. 3. SEE ROADWAY DETAILS FOR MORE INFORMATION. MEDIAN NOSE DETAIL A NTS MEDIAN AT QUAKER AVENUE RADIUS FRONT OF CURB t76* RADIUS SLOPE MEDIAN NOSE DETAIL B NTS 9' CONTINUOUSLY REINFORCED CONCRETE 12' COMPACTED SUBGRADE SEE TYPE A MOD DETAIL I END MEDIAN STA 57•67.72 11.0' LT , 4 � w 1 w � - a i 1 w Y 1 I z W f Q o U� �a z Cl ^ o. p p K W LUJIM Z(nLLJ LmAL MAC Q w Q CROSS SECTION "A -A" NTS `12- FLEX BASE 2' COMPACTED SUBGRADE 92 S a a �eR 7N �W --------------- ---------------------- C DRAINAGE CHANNEL TA 18-72.56, 80' RT STA 18.67.56, 75.5- R1 N r� END PROP FLUME _ ( DRAINAGE CHANNEL 0 10 20 GRIN aI_ ISiA IB•77. 56 75.5' RT _ END DROP FL WE Q STA 18.67.56 43.5' R7 B-B ♦ OWE BREAK j— ♦ _ _ STA— 18 56 43. 5' RT d 86DE BREAK _ C EXIST ROW �___ — _ __IO ________ 3_ :Q�t -_�__ � e'er ��•��_� ♦♦♦ PROP SIDEWALK BRN- --------_ `---R-_.pRN_- STA 16.77.56 33' RT STA 18.67.5g 33' FIT BEGIN PRGP FLUME I BEGIN PROP FCIYE END SAWTOOTH CURB II _ BEGIN SAWTOOTH CORD 1 4. DRAINAGE FLUME NO. 1 ............................................I _............................. .... 114TH STREET A ( 114TH__S_T "�♦--- ( 114TH ST--------- STA 18•72.56 STA 18.72.56 LEGEND CONCRETE ASPHALT NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRAC TOR .5 EXPENSE. 2. SEE DRAINAGE DETAILS FOR DRAINAGE FLUME DETAILS. 3. SEE ROADWAY LE SHEETS FOR DRAINAGECHANNEL AINAGEOWLINE. 4. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATION 5. SEE CULVERT LAYOUT SHEETS FOR MORE INFORMATION DRN . DRAINAGE FLOW ARROW I. 114TH STREET EDGE OF SEE INSET A I FROP 6- 114TH STREET THIS SHEET 1 MAC PAVEMENT 1 ( 114 TN ST STA IB•72. 56 2 RAMP ( EL• 3247. 16' LIP EL• 2. OOX _ J246. 53' 1._ PROP 12' ._J FLEXIBLE BASE SAWTOOTH CURB GR BEGIN PROP FLUME EL PROP 12' J TOP EL- 3246.95' SUBGRADE PROP 6- COMPACTED FILL CROSS SECTION A -A HIS SIDEWALK 7.5' RAMP 10. - - S.3%MAXI VAR1 SPURAOR 5 r ROaDweF4 PROFILE CURB HEI'I •3 BARS 18' O. C. E.W VARIES 0- - 6' S' SEE INSET A •4 BARS 12' O.C.E.W THIS SHEET CROSS SECTION B-8 NTS 31. 5' DRAINAGE EX CHANNEL GROUND END PROP FL WE STA 18.75.00, 75.5' RT ( EL •324J.41' ( DRAINAGE CHANNEL STA 18.75. OD, 80' RT O. EL •3243.24- END PROP FLUME STA 16.75.00. 84.5' RT ( EL •3243.41' T. 5' RAND SIDEWALK �SIDEWALK FLUSH WI TH TOP OF CURB HERE EDGE OF 114TH ISTREET 2' E1 Ei 10' RAMP 5- 1. 5� X MAX CURB HEIGHT 6 VARIES 0- - 6- •3 BARS HEIGHT 18- O.C.E.W VARIES 6. - 0. CROSS SECTION C-C NTS IES 6- - 0- i �RDW CURB OR RAMPI ORG FLUME •� 4' 8 I gp `LG I.5 DOWELS e 2 ' 12' MAX SPACING ; \•\ INSET \ ` _ NTS._ / N trig E� 60-00 STA 18.72.56 > •. '. DRAINAGE FLUME NO. I LOCATION KEY PLAN j LESLIE P. BIAXE y'L1 S/C1760o (a •N . 11/17/2021 93 SHEET l OF k 9 a A•' §R �W -�i ( DRAINAGE CHANNEL STA 27.32.30, 75' FIT STA 27.27.30. 70. 5' FIT 0 10�-21D r _ - - _ - END PROP FLUME - ( DRAINAGE CHANNEL' • I IE - DRN -. - STA 27.37. 30 70, 5' R7` `\ END bRROP FLUME 0 STA 27.27. 30 43. 5' RT O \ GARADE BREAK --� __. I — I 1 \ 57A 27.37. 30 D- 5' FIT I GiRAE BREAK C 20' EXIST ROW B - B to STA 27END. PROP3FLUME I SBT�C N7P2ROF3FLIlIE RT END SAWiODTN CIMIB BEO�N SA&TN CURB �... �--( DRAINAGE FLUE .............................. ..... ..I....... ....................... 1 114TH STREET --�( 1147N ST -- --� ( 114Ti1 ---------• STA: 27.32.30 .. STA 27.32.30 LEGEND CONCRETE ASPHALT NOTE1 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WELL BE AT CONTRACTOR'S EXPENSE. 2. SEE DRAINAGE DETAILS FOR DRAINAGE FLUME DETAILS. 3• ETS FINAY PANRFLOR DRAAGECHNELLOWINE. 4. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATION 5. SEE CULVERT LAYOUT SHEETS FOR MORE INFORMATION DRNN • DRAINAGE FLOW ARROW ( 114TH STREET I PROP 6- IAPAVEMENT ( ST 119TH $T I STA 27.32.30 ( EL • 3245. 44' ` _ 2.00% — PROP 12' -' FLEXIBLE BASE PROP 12' SUBGRADE •3 BARS 18' O.C.E.W EDGE OF 114TN STREET SEE INSET A j THIS SHEET I / 2. 0 RAMP LIP EL LEL 3244. 1• I. SOX I$- SAWTOOTH CURB J BEGIN PROP FLUVE TOP EL- 3245.23' PROP 6" COMPACTED FILL .WALK 7. 5' RAMP : _ 8.3% _ CURB HEIGHT VARIES 0- - 6" SEE INSET A IN IS SHEET CURB HEIGHT VARIES 0- - 6" •3 BARS — 18" O.C.E.W NTS CROSS SECTION A -A NTS 0• 0" TO 6- VARIES/MATCH ROADLE S •4 BARS 12' O.C.E.W CROSS SECTION B-B NTS I14I EI lo.s• 2' 10' RAMP 151 1.5v MAX I� 26. S' EX GROUND '-•I— Imo• 4p� END PROP FLUME STA 27.32.30, 70.5' RT ( EL •3241.22- ( DRAINAGE CHANNEL ---I STA 27.32. 30, 75' FIT( EL •3241.05• END PROP FLUME SEA 27.32.30, 79. 5' FIT ( EL •3241.22• —7.5' RAMP , SIDEIN BEWALK FLUSH TH TOP OF CURB HERE CURB HEIGHT VARIES 6- - 0. -. — f \�"• ?�� .�RDW CURB OR RAMP! DRG FLUME BRyEE �\ 11/17/2021 P f 1 FIUI 1 SIN w •5 DOWELS SPACING 12 MAX \ / Z O ��[ \ \•\ Q O 6' - 0- INSET AE-D' •� NT$ /- WLit 10 a p N E wm_ s^.� - - Tier - — --r ��y0.007 60•00 QI Ya $TA 27.32. 30 DRAINAGE a �. FLUME NO. 2 LOCATION KEY PLAN 94 ---------- — i -- ______________ ____ C DRAINAGE CHANNEL STA 35.28.00, 75' RT STA 35.23.80, 10. 5' RT 10 100 210 I END PROP FLUME ® ( DRAINAGE CHANNEL I DRN STA 35•3END 70FtOP FUME II• a-B � ( C EXIST ROW STA 35.33. BOGR43.5' RT_-_ _ -'STA 35.23. 80, 93. 5' RT= ADE BREAM GRADE BREAK — —50---- I �X-- J30 30 —I— �tr�M — 1MM IMM OTRN ' C OR" STA 35•33.80 33' RT END PRbP fLUJE • I STA 5.23. BO 33' 'RT BEG1 ;& FLLIDE ENO SAITTOOTH CURB BEGIN SAITOOTH CURB. ONAINAGE FLULE I 1 114TH STREET l---- - �( 114TH ST ST ( 114TH STA 35.28.90 STA 35.28.80 LEGEND CONCRETE ASPIQI NOTE. } 1. CONTRACTOR SHALL PRESERVE ANY ' EXISTING ELEMENTS TO REMAIN. ANY t DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE DRAINAGE DETAILS FOR DRAINAGE ' FLLAME DETAILS. 3. SEE ROADWAY PLAN I. PROFILE SHEETS ;S FOR DRAINAGE CHANNEL FLOWLINE. 4, SEE INTERSECTION LAYOUT SHEETS FOR '. MORE INFOI RMATON 1^ 5. SEE CULVERT LAYOUT SHEETS FOR MORE I INFORMATION io DRNN . DRAINAGE FLOW ARROW f 114TH STREET I EDGE OF 114TH STREET -SEE INSET A PROP 6' - IMAC PAVEMENT 1 THIS SHEET ST I 1 STA135-128.80 2 pp01N 26. 5' DRAINAGE C EL- 3293. 85' LIP EL Ex CxpNNEL 2. ➢OZ 3243.22' I. S0% GROUND 1MlY �• ..................................... ::.............................................. 15-1d% PROP 12' - FLEXIBLE BASE SAWTOOTH CURB PROP 12- BEGIN PROP FLUME TOP EL- 3243.64' GRADE BREAK 6- MOPE EL• 3242.98' SUBGRADE PROP 6' COMPACTED' 7' DEPTH END PROP FLUME STA 35•24. 58, 70.5' RT FILL CROSS SECTION A -A ( EL •3230.63' NTS C DRAINAGE CHANNEL STA 35.24.58, 75' RT C EL •3238.46' END PROP FLUME STA 35.24.58, 79. S' RT C EL •3238.63' SIDEWALK 7.5' RAMP — 5� r •3 BARS CURB HEIGHT VARIES O' - 6'� 18' O.C.E.W SEE INSET A- INIS SHEET 10' 7.5' RAMP TO 6' 1 ROADWAYS PROFI LE 5 •4 BARS —r 12' O. C. E.W CROSS SECTION B-B EDGE I IATM 5 i o. s 2' I CURB HEIGHT - — -- I 6.1 VARIES 0- - 6- y •3 BARS HEIGHT IB' O. C. E.w VARIES 6- - 0' CROSS SECTION C-C NTS SIDEWALK FLUSH WTH TOP OF CURB HERE HEIGHT VARIES 6' - 0'--. _ -- ."ROW CURB OR RAMP! DRG FLUME ,\ I I 121 \ INSET A NTS /•�. N STA 35.28.80 DRAINAGE n p FLUTE NO- 3 LOCATION KEY PLAN y` NL L7f�� Pl Iaf; ,. f LESI IE P. BRIIL[ 5 97360 a or '4 •MIRE �.�- w /® I /17M2021 z w a s as o V' O i 13 w uj p a co73 a 95 S fx 8 $tR 7n �W r - N 0 10 20 PROP 10' SDNK STA 36.29,3700' LT PROP GUTTER El , 37 31242,94' BEGIN_ I:LprB RETURN T�101*�! � 114TH STREET --- -- PROP RAMP I Q`ry STA 36.29. 87 44' LT If `S PROP BOC EL 3243.42' BEGIN SATITOOTH CURB BEGIN CURB RETURN l ��M 3 -- _____EXIST ROW a l r_ -------------.-- / Q 1 • I�� xl�66X 51, 661\ STA 36.29.02,• .8 55. 17' LT Ex E EL-32425' II 1 \ 1 SAWCUT AND MATCH EXIST, SEAL JOINTS, USE EXPANSION MATERIAL AND JOINT COMPOUND -4 BARS 18' O.C.E.W. 1 STA EX E 41, 58.74'3242. LT 8' \ I Ex EEL x3242. 38' 1 � W XX S1Pjl SAWCUT AND 1 MATCH EXIST 5' CONC RIPRAP STA 36.29.46, 68.4 L- Ez E • a 6' COMPACTED FILL f L _32 2.11 STp 36•II. 72, 68. a9' LT PROP CONC EL • 3242.90' END SAWTOOTN CURB ` END CURB RETURN Y 5" CONCRETE STA i 1 .EL , R PRAP DETAIL EX6 SW L•• 13242.9.' 1 ' NSECT W1 1 LEGEND CONCRETE ASPHALT NOTE! 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATION. ORN • DRAINAGE FLOW ARROW E11 TXISRSHEET j t STA 35.89.03 31.5' lT EDP EL 324�. 10, J ♦ 1'^M ( NORTH TOPEKA AVE I PROP SANTOOTH CURB ; I REFER TO ROADWAY DETAILS FOR SAWTOOTH DIMENSIONS I I I I I _ I I l-TO BE TOOTHREMOVCURB _ �1 ♦ - ` "- _ lM. 0. 72X 1 I 1• STA 15.89.01 58.09' LT PROP j NORTH TOPEKA I i C EL • 3242.74' STA J6.04.p 62.28' LT PROP GUTTER �L 3242. 71' > JI I AATCN EXIST 1 a 1 I 1 1 t I O I STA 36.03.91, 112. 35' LT Z I 1 EX GUTTER EL xJ242. 83' I I � 11 6' CONCRETE PAVEMENT I W I N � z c 17 60-00 ✓3 1 DRAINAGE FLUME NO. 4 LOCATION KEY PLAN LEM R P. 1 It 97360 P11/17/20Z 11 �l J .l a9l lol d 96 ❑W ``♦`- STA 47.53. 50, 33. 00' LT UA PROP FL EL 324S.2T' - 1114TH STREET ,�. (Ely - I _ 3' _ CONCRETE RIPRAP SEE DETAIL THIS SHEET - ` : 3 O l �~ -d f STA 47.94.73, 38. 99' LT ^-� I mo— o - PROP RAMP F ♦\ PROP FL EL 3243. 35' � __ _t____ O wo O ^ a �� 'Rt ♦ — EX 0 10 - -•- ._. -Y I PROP ADWTODTN AILS ,_. ___.__---_-.____ .________..___ REFER SAWROADNAY DETAILS_ r FOR SANi00TH DIMENSIONS-. I ° TO BE REMO ICED O x OSTA PROP 4BBC 3EL0. 3243. 77' PROP 10, SW .'MAX ; 1��- __ ... _._____. '�- ^ to di ` _ _ _ _ _ _ _ - � M I �— — - - — -- lM.— -- 5 LT 4' $ 0 PROP CONC EL 7243. 1 ,n 9/, I Iv 4 lM LM - tIM - �—=T A :---- I x� li EXIS R �\ .` 1 .� —_ —-30 ---- - ---------- �J� �/ n ,; I 2, �y O EX PED RAW EXIST ROW I I ♦\ 1 I ♦ _ _ {L = I' I Nti i' TOE REMOVED ♦ 11 � � lMM `♦—� 6 �,.--�•..y I1 lMM I �. ,� I I ♦`. \ r 0 RAMP AT FL EL I a STA 47.78.73, 50.50' LT .yl I PROP FL EL 3243.31' ioX 0 T •4 BARS IB• O. C. E. W. , • STA 47.78.23, 63.95- LT PROP FL EL 3243.39' PROP BBC EL 3243.89' -� = / / SAWCUT AND MATCH EXIST °00000 ?6;, f STA 47.53.62, 63. 61' LT EX CONC EL 23242.25' 1 I I SAWCUT AND MATCH EXIST I 1 _ EX EL _3242. 20' 1 ' , 1-,l - - - SEAL JOINTS. USE E%PANS ION 1 x J�j MATERIAL 6 JOINT COMPOUND` S LEAIE P. emX( ILA,`. 91 •, ;f lfAx�L,O '• �7HN•l dN "ii/17rp021 5' CONC RIPRIP I STA 47.78. 73, 70.95' LT SAWCUT AND HATCH EXIST I STA 47.63. 09, 67.89' LT PROP FL EL • 3243.51' 6 COMPACTED FILL PROP BBC EL • 3244.01' EX CON[ El t3242. 31' 1. OX I - i I fT71 STAC<7.63.09•T AND T67.89' LT CH EXIST PROP W 5" CONCRETE STA 47.79.26• 75.83' LT R I PRAP D TAIL - EX OUT TER EL t3243.57' N I CONC EL • 3242.63' I 1 STA 47.73. 23, 63. 95' LT f W 0 Q C � ~ PROP FL EL 3243.32' O: cr a m O I STA 47.72. 73, RAMP EL 71.95' I N PROP BOC EL • 3243.82' 3243.93* ,Jl+„-• tJ /+ j L I w 2 0 ^ QO CC c CC N N LEGEND W CONCRETE g �• a D v. 0 i ASPHALT Z J f - �__-----_:—_.-. ---_ .'•'_ NOTE: 1. CONTRACTOR SHALL PRESERVE ANY ELEMENTS TO REMAIN. ANY DAMAGE AGE WILL BE AT CONTRACTOR'S ..r:�- _— 1 Q _ _ _- _ -- _- _ 60'00 rlii k Lu IL V EXPENSE. EQ 2. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATION. DRNN '^ . DRAINAGE FLOW ARROW DRAINAGE FLUME NO. 5 LOCATION 9 � 1 KEY PLAN 3 21 V 97 SHEET 5OF5 STA 0.45. 00, a6. 50' LT ( BOX CULV 11.5 0 '1 CULV FL EL- 3247.63' V7�;W 1 TO SIX 1 I DRAINAGE EASEMENT PROP RAW 1 1 OOx 1 I •� STA 0.45.12, I8. 00' LT� 1 ENO SAWTOOTH CURB fF�r 1 - PROP EOP FL EL•3251. 76' xi I 1 STA 0.20.00, 18. DO- LT 4ATCX EXIST `` "' STA 0.81.49 18.69' LT BEGIN SA�'T00TH i I I I 1 Ex FL EL•L3252.88' CURB I 8EGIG•CUAB LT I 1 6, 1 w I I' u�• i 1 FL EL•7251. A0 { I It 114TH ST STA 0.93.49 I i E�OEL 3251.36' I � i 4 II I E(TA114TNBB.DRIVEWAYY[ B3251398 1 -___-_-_-_-_S1_46' I •SIC w II�I _i -��I NO. .�( •_._ � (E032513985, 5' STA 11 498 36 MATCH EXIST ( EL • z3252. 79• ^ I ~ II m II { 1 R� I5 00+ FOG e e e. STA 0.97 49 : A 1 II55 1 18.00 EOP EL•3251.16' a i SN 1 STA 0.20. 00, 00' AT WATCH Ex Ex FL EL.63252. 69, 69' I I I : Ia NOTE: STA 0.45. 12, 18.00' AT STA 0.81.49 18.69' RT I STA 0.91.9 I BE61N�i B'IUDIUS FL MA0. 37 RT I j 1. CONTRACTOR SMALL PRESERVE ANY END SATOOTHCURB BEGIN SA9*TO0TN CURB I 1 I I E%(STING ELEMENTS TO REMAIN. ANY FL EL •3251, 58' 1 ExPENSERAWILL BE AT CONTRACTOR'S I PROP RAo { I I I1.5 10, 28.3. I 2 ISEE CULVERT NFORMATION LAYOUT SHEET FOR MORE STA 0.45.00, 46.50' RT CULV FL EL •3247. 16' I 1 I 5W ' I 1 to ow I 1 Q W • ' CURB 1 W CONCRETE � - _ — _ I -' I I i 3,256 - ;, EASEMENT - 6• PORTLANND CEMENT;... o ' CONCRETE AVEMEN : FER T ATE 8 7) RE O PL N0. J - 3. 254 .v ti r o _ 3.252 _ - • . 4.20 M r o � _ 12- COMPACTED SUBGRADEr - •(REFER 3. 76i: TO PLATE 38-8) Lmot. p, 3.250 = - 3,248 ."".... ..............-'" -•"..".... .. r........:-_".-.._.Y....."" FLOEABL -FILL E •• f I FLOWARLE F4LL CULVERT NO. 7 1 6' % 3" BOX _ ,i 3.246 STA 0.45.00 : L . 4 .... E 3 2 7 O 31244 3,242 .. • THIS ITEM WILL NOT BE PA10 FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO CONSTRUCTION OF BOX " " " - ----' " "" " CULVERTS. " Oi'------"+ s Oa8 W 4 Y �~ HORIZONTAL: 0 10 20 TC i. O VERTICAL: 0 2 4 tjP A$ no- 2 • 114TH.STREET' `' • Y v 3.256 ( 114TH STREET m PROP 114TH _ ..." 3, 254 . o EX GROUND _ AAL l W . 2. OOX 6r wMC .. .. .. " 12- FLEXIBLE BASE ' b 3, 250 . .. -COLPAG7ED'SUBOAADE.. .. .".."_"•"""".". "."".""" ................................ '.""."" 3.248 `12 COI,mACTEO . .....""--__"__ ..... ... "".. ..6 }, 2q SUBGRADE (REFER TO PLATE 38-7) 5,244 o lii,SLIE V. BMIRE S== 97360 ily s{1.AN.y�?�k �•� 11/17/2021 /JusT.11� I J'�WC• �g o 99 SHEET 2 OF STA 0.45.010, 46.50' LT tLf C BOPROP X WLRAVLP •110' 33.5' 1 33 5' CULV FL EL- 3246.03' rll �5 ,SN 1pp 11.5- 1--I TO i TO BOC Sir'1 DRAINAGE EASEMENT UJ STA 0•01.49 18.69' LT • 11 STA 0.45. 12. I8. 00' LT W" 4 BEGIN SA'�i00TH CURB �r END SANTp0TN CURB PROP EDP I 1 2 I I ll FL E•L • 3150. 09' 1r _ 1 -� •. ` 9g STA 0.20.00, 18.0TCH EXILT ST I • I I. I Q R EX FL EL•=3250.70' - W� I1 STA oo•91.99 33- LT 1 I HOHI2ONTALi-5- OEOIN CURS 56' gg FFL EL •3249.46' I ' 114TM Si CURB I P l i 93. 49 t Q j6A001 LT I I I YERi [CAL:■�Y G99 EDP EL•3249.58' g,'� I I x �z ti �r C sp`14kp 2 g cl II �I�I INI I 'a 5. �0' fOC Hi � PROP EDP o tll , of o I I I $ 114TH ST.?C g�._. _._ I t A 11.91. 17 I�_- S 1• 46' Si.tr . 0 N C EL•3250. IS• _ MATCTA TA H•EX". 38 - I F C EL•=3250.35' II I QI NI I ry� C DRIVENAT.NO. 20.00 N + f q IS 00� FOC STA O.93.49 I I f IIa55 e e e I ? 18. 00, R7 ' SN ( 1 EOP EL•3249.41- I x STA 0.20. 00, 18. 00' RT I I a Iy MATCH EXIST EX FL EL•=3250.00' I I I I I u j 1 j I '�' ��• ..... STA N•91.99 p3' RT _____..___—___________________________..—.__.. STA 0.81.49 18. 69' RT _I • G1 CURB RADIUS I sla`4 i. NOTE, 'BEGIN SA�'TOOTN CURB I FL EL•3249.26' I ralF54'LI STA 0.45.12, 18. 00' RT _ _ Jry I. CONTRACTOR SHALL PRESERVE ANY END SAWTOOTH CURB Yll - -- I —� 1 I •, I'Dom �1111II T/$pxl EXISTING ELEMENTS TO REMAIN. ANY FL EL-3249. 91' I _ _ PROP RAF I /� DAMAGE WILL BE AT CONTRACTOR'S III 1 ��[� I PROP f I C 1 d D /(• EXPENSE. L2.0091. lI(((•L(- STA O•d5.00, 46. 50' RT Z. SEE CULVERT LAYOUT SHEET FOR MORE 1 b. CULV FL EU3245.59' I 1 I INFORMATION I L ' S. �}— SR' — I C TO S' 33. 5' I x z .n i ; E 70 B00 EDGE OF V� 3,254 DRAINAGE 6' PORTLAND CEMENT 114TN STREET .:. _.. EASEMENT _ .. .. 10EFERTT PALATENNO o.'�n 38 71 "" i EX ( 14 EE1 .. ..... S❑ 3 252 IPA�H - 3 C3 m _ 4 N . l.... ... _...o„. .. .. ... .. .V vR^... .. 4T ..... .. S. ts2 1 TH sTR 0' `� a o .: GROUND � j � I. J6X in n w' .. ..___..... ... 3.6g2' r." .. ... 3.250 ;12- COMPACTED SUBGRADE 0.48% �j6` RMAC :(REFER TO PLATE 38-8 _ II? FLF.XIFILE BASE 3.248 _ _1L LOLP SL16cN OE r...... .......'........ I A I Lz:. AGT(p. 3 3.248........i........................................... ..... PLOWABLE FILL L FLUWABLE [:Li 3, 246 « ... .V RT.N .. . ` r .. .. ..... . ..... .. i CVL E 0. 8 - - w 3 - STAX0.45.00 7 } g ]. 244 : EL 3.245.80' o . . . ...._. - .. ----....... I. -.--- .... 12• COLwACTEo SUBGRADE IREFER TO PLATIE 38-71 -- 3, t42Pa, . - ........ ........: ...... � .. ..... .. _ 3. 242 z. x ..i.V 7 -ti 3,240 THIS ITEM WILL NOT BE PAID FOR ._ :__._ --- - _ 9 tR, DIRECTLY BUT SHALL BE CONSIDERED - `- ---^ -- 3, 240 - C 7, SUBSIDIARY TO CONSTRUCTION OF BOX _ 3 CULVERTS. e; i O-DO :C0 0 5] O 100 1 ALTERNATE e4 BASE BID f �� • r o 11 ix 17 al w INLET N0. I WI'f I • EXIST ROW \ All 1 � lid 0 Q ` DRAINAGE CflANNEI Q 1 1 J III~ GENERAL NOTES WI� 11------- -11 �w I. WATER SURFACE ELEVATIONS SHOWN ARE ESTIMATED FROM MODELING USING THE 100-YR 24-HR DESIGN STORM EVENT USING PROPOSED ELEVATIONS OF THE ROADWAY DESIGN PROFILE AND TYPICAL SECTIONS. 2. EXISTING AND PROPOSED HGL PROFILE REPRESENTS THE 100-YR 24-HR DESIGN STORM. ESTIMATED PEAK WATER SuRFACE RESULTING FROM ALTERNATE a4 —4— BASE BID 3 265 4SL 5 67 OADD TA . 7. 260 : PROP LT GUTTER HGL 3, .. .... _.. _........ .... PROP RT GUTTER HGL: ' ..-_. .-;. % PROP LT GUTTER HGL '-'---' 3, 255 ----- :1 _.. �� Zr1�:3D3 ... .. 3, 250-•�••-,PROPLT GUTTER — — - « ...._. �........:.. ..PROP FIT GUTTER I..}7. 19X ........... . • PRo, LT GUTTER 1.10. SOX DRAINAGE A pH --------- NAGE CH NNEL . .. ....... Q ITWW$ ❑.1 U V Q 0 i 1 _ Do e I i HORIZONTAL:AN IIII 1 a VERTICAL: ---- --- t -- -- 1A 10-��1 0 .�.7777r,. __ _ .- _ - - - - -- g f 31205 . .. w 1 3,260 1 PROP FIT GUTTER -. ... .. .. .3,255 -PROP FIT — — GUTTER HGL — L-1o, saX — 1-1 ............. (((( c�ECC n �. ......,... .3,245 CHANNEINNGL 'P viO, 3,240 i :. .... .................... w •`�".xiid gl{ala3z>u 3, 235_. i• � '1 LERIE P. WaCF 9/760 1117IZ021 124 FILENAME, el\p�\W11\Olp�il9T\114SO•CULV•KET•PLAN.09n PLOTTED, 10/21/2022 5159,45 Pr _ SLIDE ROAD a .-o I MI€ 1 izo 1 'm VICKSBURG AVENUE" I I :2 o� i UXBRIDGE AVENUE El 0.2 I ^.a � Flo �1 sti S. TOPEXA AVENUE J N. TOPEXA AVENUE TRAFALGAR AVENUE o� z2 I .p ands su 0 o� end \\ as 9� o� J is su i nC'm< j RICHMOND AVENUE 0 oo" 1" I I 'i 4 OUAXER AVENUE �i 8� 1 1 i N_ I N O O DATE, 11/11/2021 4 MIr1m h OON 114TH STREET PAVING IMPROVEMENTS SLIDE RD TO QUAKER AVE ° Kim ey»> Horn v, DEWc •pw ` :\ O1°'�' °'°" " r �' Im A...,.r NA sal m CULVERTS ac��/` Nre w KEY PLAN I-;� m q Dus wsm a No r-w a co oEOEa e, City Of _ r �, Lubbock HUGO REED alA N0. DeD11lOS1 � ti`4i��J,;-� AND ASSOCIATES,Nwc. CITYW. TEXAS 0 •-----GI-------01-------GI-------' DRIY WAY No. 7 ,`1 - - X Lu cl — -- 1-- - -- 'li---- 'G -- -- GI-------GI-------G1-------GI-----" F7��uY CS--_--_ LS—_--_—C _ 10' PROP INK LLS __ _—G5 _—_—C�_—_— —_—_ _CCS—_—_—Cg C cs D _--L5----c -p---/�1� gaj PROP CONCRETE RIPRAP I J PROP CONCRETE RIPRAP ••ram v p 3 1 11 6 SY) 0 0___ G2—__—__—G2—_ _ 1116 SY)• —__—_ _G2 — _— _—G2---- �' i — OE — OE. ___ B____' ___________------------------------------- HORIZONTAL: �� Y EXIST ROW STA 8.41. 89. 80' RT I EXIST ROM BEGIN SETS-PD � I O 0 10 0 it N y 2 STA 9.34. 89 80' FIT a� •�•• ]e STA 8.31. 89, RI R7 u I END SETB-PD R D BEGIN CONCRETE RIPRAP $ 0 VERTICAL• i E DRAINAGE X.J. P 6 I STA 9.44. 89 75' RT 0 2 CHANNELND CONCRETE RIPRAP C DRAINAGE iO 6' J' X 11 io CHANNEL g A MUD —'--- •— •—'—•_— —• 10: — ---6' X 3' SOX .�.— •------_•—•---•--_--- -._._.._...__� lo' STA 0-31.89. 05' RT { I 6 b I BEGIN CONCRETE RIPRAP I I STA 9.44.89 85' RT END CON( RET� RIPRAP n i . --— — — — — — — — — — — T _— — — — — — — — — �LESL IC P. pRIKL� PROP CONCRETE 175PSYP -PROP CONCRETE RIPRAP ' 91160 NOTE,,, r 175 SYl s�;� 1. CONTRACTOR SHALL PRESERVE ANY STA 8.63. 89, 80' FIT ,4'�aK� �vP (EXISTING ELEMENTS TO REMAIN. ANY END SETB PD O STp 9.12.89 80' FIT DAMAGE WILL BE AT CONTRACTOR'S END CONCRETE RIPRAP Z BEGIN SETB-�D ` 1 17/2021 EXPENSE. BEGIN 6'X3' BOX BEGIN CONCRETE RIPRAP 2. SEE INTERSECTION LAYOUT SHEETS FOR a END 6'X3' BOX, MORE INFORMATION. 9: W 3. (SEE RIPRAP DETAILS FOR MORE F'• INFORMATION. 0 Z u K �Q o U� DRIVEWAY NO. 7 O 3,256 : 49'• 0• i3 L7 0 .......... - . �__,._.�—_ , .. .-- _ 3 6 Z �� 37':� 5 O 3,254 I - , 25 6': 1 '- 16' 6• 2 '6' .. ". HW om 5" YR .......... .......... SOWX - - "CANE. .. CANE - - SD EL•3251. 57' ..... 100 YR W� W ] 4 1� PNSE 1251.A - '" " HW 50 YR TOP EL•32510940� El •J251. 75' D. TOP EL•3251.69' PW 3250. ]r 232 PNSE 3251. O6' : WSETN 50 YR ~ "" HIT 25 YR .. ... ". "".. .. .. 0.50%.. I O. SOY. - .. PMSE 3249.91: 3.252 �N T PNSE 3250. 94' ]� 0 4• CONC SOWK TN 25 YR = • _ - : 4• CONC LEW3 6 3,250" -" — ABLE FILL F FILL •ICON LL —y . ........ ,"._.' ................. . . . .... .... .... . —EX GROUND _ .. .-.. PROP 5E7B-PD 16: II 6• CON( PAVEMENT — v • LOWAB N E 249. 7 ' _ v p sr zso � E EL•3247.27- PROP SETB-PD M 11 — --' — — - O ^ ^ 3.246 1,19X E EL•3247.63' �IL EL•3247.52' i >° ..... .... .. .. .... - a� EL•3217 16' 3, 248 ? - - 2 W 3r 246 0 :. .: O.s4X 49'• 0• 221- 0-. """".. CHANNEL 3 46 `n 3,244 93': 0 - ,2 e„ ." "_""""" "".. .. ... .. _ .. .. .... .... .. _ . .. ."""_ . _ . - .. .. .. 3 44 S� 3, 242 THIS ITEM WILL NOT BE PAID FOR ...." ". .- ,,, .. "- - - ., ,,, 3.242 W Y ¢ R DIRECTLY BUT SHALL BE CONSIDERED CULVERT NO. 7 3 3 C Q« SUBSIDIARY TO THE MOST APPLICABLE STRUCTURE STA 8.88.39 ITEM. 60 PROP 6'X3'X49' BOX PROP 2-SETB-PD 130 �W -loo -ao 60 -zo o xo 6o Bo Ioo Q ` SHEETiOF 14 la 4 THIS ITEM WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE MOST APPLICABLE ITEM. E STRUCTURE- / 7-----2f EX SDWX / 0 EX CURB J ll STA 0.06.00, 3.17' RT MA OH EXIST BOC EL•3256.11' STA 0.16.67 PROP 20' STORM INLET INLET NO. I SLIDE ROAD NOTE. 1. REFER TO T%DOT I CO IFTWI FOR CURB INLET OUTSIDE PAVEMENT. mui 1 / wrz / I I L _ _ _ - _ _ ¢ r U \ TO HEMAADWALL / I i ofl EX IL EL. c HORIZONTAL: M t3249. 63' i O 10 20 /' f�- - Jl l - - - / - - ' I - \33� \\ ` 1•.� I VERTICAL: A �• `$L -- { 24• PLOWABLE FILL- —ISL — - . —is �\ - I ,� xl$T RQR ® E l t Ex SDWK d i �� / // /• /• ' © - i'_—_©___-{—.�i ��T _i_— _ r.,= _ _ _ \\—EX CURB I I 1 24• FLONABLE I I S 6 FILL- STA 0.90.26 r` Y { STA 1.22.67 �I _ PROP 70• BEND F I PROP JO' BEND I E% 7' % }• STA 0.27-}3, 3. 17' RT E EL 3250. 99' E EL 3250. 76' I� BOX CULVERT ++"•'^". BOC El•3256.02" TO REMAIN af�, ,sF�,tiS ... 20' LONG PRECAST CURB INLET, TxDOT TYPE 1-CO IF TW3 (tt(( .I' $TA 1 .93. 98 i - - - - - LEK IT P. E 114TH ST. GROUTED CONNECTION Sy 97360 PER TXDOT PBGC I I s I � I kl�i �4ANf pf'! 4�hut II SLIDE ROAD "ii71772021 > STA 0.06.00 F.L 7256. I S' 114TH ST _ 3,258 PROP 20' . ". - STORM INLET .". ..".""_"". _ 3, 258 INLET N0. 1 L% [. R•]u.Y9 -. .-.- " " STA 0.27.33 PROP RIPRAP - RAP 3.256 EL 3256.06' fvi(]I' CR[AJNO 254 _ .. .. "._.............. :. ...... GROUTED CONNECTION PER TXDOT PBGC - - 3, PLOWABLE FILL Px :24• RCP j 0. 68% 24• RCP • 0.68% ... ......................... : x 7 x TO STA 0.06. 67 - � _ 24• RCP P O. 6BX REMAIN 3, 250 ,250; E EL•3251.41 STA •Ii. 33 -STA EL? J251.41• 0.90. 26 ".".". ...". .. ... -.. .. .. .... .. .i;7;. ....".: ."."_"". 3, 250 ".... PROP 30• BEND STA 1.22,67 - E EL •3250.99' PROP JO' BEND E EL.3250.76- STA 1.93.98 3,248 62.93' E EL- 3250. 28' .. -, 32.40". T1. 37' 3, 248 - 12- COL WATER o W 10• ATMOS CASING - o A LTi " 3,246 - - .� O BE RELOTCCA - J, 2 6 E EL•t3249.78' : %; $ ICONTREX C TO VERIFY w;n TTOR EIACONSTRUCTTIIONO . 3,244 c: m :". ... ". .......... "".." m:.w ' ." "".." 3,244 - a�� 3,242 0.00 0.50 I.00 1•- sD z•oD 3, 242 142 NOTE: SHOWN O ARE A GENERAL REPRESENTpT[ON OF KNOWN LOCATIONS. CONTRACTOR IS ALTERNATE R4 BASE BID 'RESPONSIBLE RESPONSIBLE FOR LOCATION VER IF )CATION Tx)iWGN DIG TESS AND/OR FRANCHISE CIO ' UTILITY OWNER. UNDERGROUND UTILITIES MAY HAVE BEEN RELOCATED WITH OLD LINES y ABANDONED IN PLACE. CONTRACTOR SHALL VERIFY WITH UTILITY COMPANIES REGARDING LIVE AND ABANDONED LINES. N W 11 i A TIbADTS DERRICK SMITH TH 806-401 -4012 POTHOLE LOCATION 121 STA 6.24, 17, 88' LT a IA: PROPOSED STORM SEWER !� U O CURB INLET AND LATERAL PIPE s F C 8 BRYeN JHUES 432.296.3107 LP6L JARROD HOSE 8026 7765 2509 )SUDDENLINK, WEST TEAS GAS b VEXU51 ¢ �N WEST TE%AS GA5 RISER AND SUDDENLINK II L. Q O14 SOUTH PLAINS ELECTRIC BRANDON LOTH 806-783.7974' SUDDENLINK BRENMAN MAKABLE 806-241 -0467 SIGNAL POLE 4:I i w TELEPHONE PEDESTAL 70 BE RELOCATED " p - Ix POTHOLE U-__-__ 4 VEXUS TIFFANY RICE 606-746-7387 TO BE RELOCATED �: `- LOCATION • STA 6.15.28, 64' LT2 •�� U O i. WEST TEXAS GAS AARON BOLES 903-348-6866 SIGNAL POLE I (CITY WATER) I I a 2d 2 ^ g TO BE RELOCATED wI _ ADJUSTING MANHOLES '• (LOCATION ATMOS GAS AND SUDDENLINX FIBER TO BE RELOCATED OUT OF PROPOSED (WATER VALVE BOXI POTHOLE 11 I —G2 __ — PED PONE TO BE RELOCATED STA 10.72. SB, 36' RT > j O CURB LIMITS ,P POTHOLE LOCATION •24 _ IATMOS) 0 50 100 C --------.--n -. EXIST ROM_------_--_---------------.,-_-_--�, - STA 6.31. 43,15' RT u - )CITY MATERI PROP ROM ;._ 1 IEx1ST RON C ® �'--�- EEe _ _-..-__ -.:_ •/'.. ry •� 7 i �EL eT gj -- - II EXIST ROW 8 -.-_- -.-.-__.-_�_-_---5�8• of 21.32• E �_,^_ .e. -__. - ----1^=:' N - ° + _ _ __ __ - - -W1- a a G1 J PED POLE TO -- --- I ROW j BE RELOCATED SPEC LARGE TRANSMISSION GA54L IN 5 b - NOTE) MEASUREMENT WILL BE MADE BY EACH MANHOLE OR WATER VALVE TO BE ADJUSTED. PAYMENT FOR ADJUSTMENTS 12. OR LESS POLE TO REMAIN 10- AT CASING POTHOLE POTHOLE L ATION •2 '— ADJUSTING ECeST-STA 10.72.5 40' RT Q- - - -CONCRETE OLES- - - - I♦ WILL BE SUBSIDIARY TO THE MOST PERTINENT ITEMS. PAYMENT FOR ADJUSTMENTS GREATER THAN 12' VERTICALLY UP OR DOWN WILL BE PAID A7 THE PRICE LOCATION •23 STA 6.22. 85, 8' LT (VEXUS) •i a AT LOWERED 0. 7' (-I (VEXUS) DR A NAGE EASEMENT VENT UNIT BID PER EACH MANHOLE OR WATER VALVE ADJUSTED. POTHOLE LOCATION125 I SIGNAL b PED Q - TO BE RELOCATED 1 ti� �a Cf ��l• 1 STA 6.31.47, 36' RT w SIGNAL b PED POLE jj �TTQQQ,• f••a .,'L (ATMOS b SUDDENLINK) �� TO BE RELOCATED POTHOLE LOCATION •3 f..ESl11 P. 8A1KC POTHOLE LOCATION 126 STA 6•]1.51, J POTHOLE LOCATION v27 STA 10.12.34, 49' RT N STA (WEST TE%AS GAS) j== 91360 ' It�f•S�ux�%�S' 61' RT (VEXUS) 6.31.49, 48' RT ITRpFFIC b NEST FIT IOU GAS) �+ �F'f ROW - DL B' LEGEND TELEPHONE POLE W/RISER r SIGN -E3- - SOUTH PLAINS ELECTRIC i'1 WATER VALVE ELECTRIC POLE W/RISER • SANITARY SEWER MANHOLE 11/17/2021 P /1 - - - - -- - - - - DRAINAGE EASEMENT - -- - - - - UNKNOWN----C2---- OE OVERHEAD ELECTRIC LINE - - GI- -- - ATMDS p FIRE HYDRANT LIGHT PONE ► STORM SEWER MANHOLE WEST TEXAS GAS - TSI - - CITY OF TRAFFIC ® UTILITY POLE SIGNAL POLE m WATER METER i rM - LUBBOCK SIGNAL OL 'B- - - -W1- - CITY OF LUBBOCK WATER FIBER HANDHOLE GAS METER M CROSSWALK SIGN • — SUDDENLINK CFO/DUCT) - _WWI_- CITY OF LUBBOCK SANITARY SEWER ® SIGNAL HANDHOLE/BOX ® GAS VENT PIPE (GAS RISER) 0 GAS VALVE VEXUS (FO/DUCT) 0L -C"/OL -D" TELEPHONE PEDESTAL — SIGNAL POLE OVERHEAD [ - GUY WIRE r W - -E7— LUBBOCK POWER b LIGHT — WI CITY OF LUBBOCK WATER 0 ELECTRIC HANDHOLE M ELECTRIC PEDESTAL Q 0o ^O I 1 z c, -----.-__-__-------__-__-__--_ i I I L . . Oa, j POTHOLE LOCATION Bs j j STAE%USI 15.44.06, 43RT 1 rW W POTHOLE LOCATION •4 STA I5•44. 08, 36' RT lV I I � 1� CO) ''I (ATMOS) 1 M I I y O O _ }_ • _ � •. 5TROW ��J-__-ESTROW �-OE�E• o v N F- ADJUSTING MANHOLES LOWERED 0.74' 1-1 ADJUSTING MANHOLES - EX SAN SWR RIM p DJUST ING MANHOLES (WATER VALVE BOX) TO REMAIN (WATER VALVE BOX) a N t� UT O _ _ .r.. ...-.-_�_ _ ._._ .. _.Y..-_�— -.--.-, .. f J _ ... Wrl———�_2.� �. — —wl— -•---RT— - —W1� r J w — 5 ROW.'-i-` - T LV J .. ........... _-- H w Za 4- PE GAS LINE .............. ............ -__- _-_.-..�..-......._... _.., ..: �. _....._ .... -2.5 FEET DEPTH Oi IS-�- LOC STAH11E19 180'•NT"_�_.__.,.-_. m LOCATION •6 .. __.-__-__ __-- �. 83T • -- -__-_. _.. ___-_-_. 1 - ADJUSTING MANHOLES-__-__-_ )WATER VALVE BOX) -POTHOLE _-. STA Is•14.07, 49' RT I Tl ITTEXAS GA51 ': ._-__-.POTHOLE LOCATION 130 w _ _ (SPELT J___II..-__-.___.,_ _ STA 17.28. 18, 80' RT a 6SfHOLE LOCATE 3 POTHOLE LOCATION •J3 ILPSL) _ f 1 I I I 1 I II STA 19.92. 28 8V'vE(T - U - (ATAOS b $UDbENI,INN) STA 13.38.23, SO' RT _ ' POTHOLE LOCATION 128 1 I POTHOLE LOCATION 129 � POTHOLE LOCATION 17 STA 19.56.53 80' RT j . I I 1 CLP6L) >i iR ! I STA 12.29. 85 80' RT 1 (CITY WATER WEST TEXAS GAS) I STA 15.11. 48, 80' RT II ILPBL b SUDDENLINK) (SUDYIENL INK) m POTHOLE LOCATION v POTHOLE LLOCATION •34 I V1 ''F•-STA I9•fj•4�_gQ'--�T ST4 21 .07. 52, 80' RT a I(UNItHOWN/-------- (LP6L, iI TY WATER, b WEST;tEXAS GAS) Is > 166 a BASE BID 116 1 E[ N /W-- pp€ OQ 1 I i REFL PAV MRK RTTL PAV I ¢ I Tr 11W1 29" (LNDPI I}Q09M[LI i RE FL PAV 4RK I 1 . (SLDI (100 MIL) O 1 W YP1 TY IWI y1' I AV rOr�nr N ISLDI 1100 M LI V LRK �I_____-_I l../p '1 I' 1'r 1 29' Y,1 I RK I (SLDI 100 MIL REFL V MRK DI 1 00 LI Z I I (TYPI TY 1 (WI 8- I REFL PAV MRK (SLDI (100 MIL) R PAV MRK ^ 2 I Ij I IS D (wl O M CC 10 L) L 1 0 MID IBRKI. (100 MILI 14 00 j I '0 RLE�FD FP�AS MRK 04 i (YI I 0 50 100 1 EIIID 1 1 STAEn R _—_-----_--n __ EXIST ROW__—__— _—__----__—_ - IIIIII I 1111 PROP ROW o o - _ 1ST ROW �' � _ _ t N }il _ a -----_-- _-------— - — - — - — - .� _ —_— — .O _= — — �11111 _.'----"_------------------------------••----- T 6 - EXIST ROW ♦: �' __— _— - '.----.'--_ __— _ .—__ ._--- j \ I _ LL Mp � I j , I — — I CBRKI 1100 MIL - — REEkL PAV MRK PROP DRNG ESMT )f II < IiY 1 (wl 29- REF PAV 4Rk REFL PAV LRK 11 I (5} 1 110 Mlll TY� (ryl (pRRRID �L OF �h 1 zz 11 MIL) (TYF1 R6-IR (SLDI (100 MYI, REFL PAV M' SPEED rr 1 cwI e- unrt yS.. Iti (LNDP) 13 0 MIL) R4-T j IFSIIE P. &NCE 111 3 9 3 REFL 45 PAV MRK rr I 10 R4-7 (MED NOSE1 (I U R2-1 4;+r �i c � 11/IT/2021 NOTE: EX ISTREET SIGNS TO BE REMOVED AND REINSTALLED INSTALNSTAL LED ON NEW LOCATIONS OF 516N5 WHERE SHOWN IN THE PLANS. IM f �ac o< o ^� F. UN I I I Z O MUST I ; j In rupx Po ; al ` - •—•-- R}-iR —REF PAV MRK �� ISNDPIW(100 MILI RTFt tY) �K REFL PAV MRK � 1 I W LU Aft. G J 99,, 3' TT 1 IWI 9' IBIIKI 1100 MILI IBRKI 1100 Nill I I I N(0 REFL PAV MRK I TY I IrI < END LANE DROP F � iSL l (Ip0 41L1 I I j v .--E%1ST RD'p- __-._1.._--L__._.._ 0. N i_ _ ............. •_ •__ _• - _ _ _ _ ........... _ ___ - _ _ _ _ - -_- _ _ _ -__ _ _ _ __, W Z Q'^ O y — — — — _. — — — � � � � � � � � Z V � - _ _ _ _ _ _ _ _ _ _ J IWLIZ� w U _ LILAul ��- __ - ---- - u Y -� -I-----••-••----------------------•-------------------•-----------------------• --- LL -JL` Z o E%i9r Row - -1, •---------•--- ----• -- -------• -------' ------------ I- E%I ST Row a d Q(D Z - - - - 3 I�-- ---- --------- --------•- -----••--- ------•-- --------I ------- -- - - O 1 I j R3-98 i i i I I Cyr__----.-- RI 1-- I II 172 SHEF.TI OF ILLUMINATION LEGEND ILLUMINATION ASSEMBLY • TYPE SA 30T-8 (.25kW) A[>Q 4- PVC CONDUIT (BONE) , GROUND BOX - TXDOT TYPE A (W/ APRON) — - FIBER CONDUIT (TRENCHED) N W - PROPOSED 2- CONDUIT (TRENCH) ® ITS GROUND BOX W/ APRON 1 0 W 1 a A� PROPOSED 2" CONDUIT (BORE) F%% FIBER RUN NUMBER I g¢ li o: « SERVICE METER _ W /ffI11�11 X-XX ILLUMINATION ASSEMBLY IDENTIFICATION !•I II I I ... I S(! ! --- T �o X% ELECTRICAL RUN NUMBER ! 1 i I N -----------ROW_.-.____-__- __-_.__.-__-- __--- -- ••. _ __ PROP ROW. ST flOW � O100 1If 2 Y r 'J-A- 7 - 1- z V. 171 _• r E --STIt ""'_.-._-_a__.-....-,r.-..-._r..-_ - 1 - / -�. — • -� _-_ -�fr E> V � 6 FI 28 !•II ' i DRAINAGE MENT II I a 11 M• c. smo, 1 aj I 1 �••' } z wMU a �Oa O V Y ! I I I I Z C3 I I I Nai 0 8 1 7 0o I 0 a• aim F Z 4 N A-06 - - - - -A-05 - - - _ - - A-04- Z Q D D _ - - - - - _ _- - ...3 •.-r - J Z O W Ate_ _ -EXIST FGB03� J Z J 3 w 1 .�.—_�—_•—__—.•—"' . 27 F 26 .� F4 _ _ 25 FS 24• m 28 • I I I j l,i ylf 1 f _ � Y 9 3! >€ 187 SHEET 0F3 155 ILLUMINATION LEGF_un ILLUMINATION ASSEMBLY - TYPE SA 3OT-8 (.25kW) 4' PVC CONDUIT (BORE) • GROUND BOX - TXDOT TYPE A (W/ APRON) FIBER CONDUIT (TRENCHED) N of WWd W' - - - PROPOSED 2' CONDUIT (TRENCH) ® ITS GROUND BOX W/ APRON I PROPOSED 2- CONDUIT (BORE) F%% FIBER RUN NUMBERLLOLL� « SERVICE METER HIGH VOLTAGE GROUND BOX I I %-XX ILLUMINATION ASSEMBLY IDENTIFICATION Q LOW VOLTAGE GROUND BOX i ELECTRICAL RUN NUMBER PROPOSED CCEE ELIC TRIAN516E1 W .:, IIII TT i^ POWER SOURCE <> PROPOSED E I �III�I �d�ESAERVVE 1: O 4 3 POKER UE o EXIST ROW •, I 1 10 4 GB �' i GB 1 MI� � / 0 50 100 O k 12 = - - N Z-03 A-02 A-01 I_ - - _-_-_- --_--_-_-_-.-_-_-_-.-.-_�_-_-_-_ - - - - _- - - - - - -_-_ - - -_- - - - -OTi - - - C 01 - - wil -- -�' EXIST RO !!I - - µ1 --- . y -� /- 3 � 22 FGB04 •-_"�-�_ ' . ' EXIST _ ,• _ � Q F7' FIO I M I I �EX I/ ,J : �i J/ S6CGI1 IIImj `>Y1I I �I 1 17 \`�i J_ - a [. SCNYIDf 'y a 103131 ; IN f - -- --'T/I7/2021 � •CONDUIT FOR TRAFFIC SIGNAL AT 114TH STREET AND TOPEKA AVE SHALL BE 4' PVC .1 Yl --- 'a -- -- ---- -- -- - -- -- -- •LOW VOLTAGE SIGNAL CONDUIT SHALL TIE INTO ITS CONDUIT AT GROUND BOX AT SOUTHEAST LU >> C U �- L;0-02 INI CORNER Oa ^ I II : a0 1 1 1 INTERSECTION AT TOPEKA AND 114TH I 1 (nH 11 12 13 14 �o GI 2 15 16 EXIST Ex IS7 RO z_�-+_�_s — ..a''-' .�--''--- "O151___ ___,.�- __L)}_—_ice'. _1• -m �'I• Q Z Q w - 4 D-OS - � EXI T ROfl Ex IST OW rI-�v'� EXI ST�ROW�� -- Q J y 1 Fll iG805 F12, 32 F14 _ '--FI3 z_z '—rL f' 'f�"� -.•r1 -'-�- -- Qj 30 71 I I FI6 F11 ' F19 !� III GB 6 I I I I<i.11 I I 34 GB 7 II yall 33 I. 1`X'il II I 111 I '-1 F15 L -.1 I. II L� ,.� I - I 188 SHEET 2 OF ILLUMINATION LEGEND �• ILLUMINATION ASSEMBLY - TYPE SA 3OT-8 (.25NW1 A- PVC CONDUIT (BORE) • GROUND BOX - TxDOT TYPE A (W/ APRON) - FIBER CONDUIT ITRENCHEDI - PROPOSED 2' CONDUIT (TRENCH) ® ITS GROUND BOX W/ APRON PROPOSED 2' CONDUIT (BORE) FX% FIBER RUN NUMBER « SERVICE METER %-xX ILLUMINATION ASSEMBLY IDENTIFICATION ! ! CM ELECTRICAL RUN NUMBER I ICI i I 0 lip EXIST ROW L- 1 B r.� — m I! .I I! I!I I!I I!I I!I I!I I!I I!I IjlFl odl N W3a I 1 I W �� I I Ij,I it Il, p� I I I II II I 0 50 100 11� ooea6�u =I 0. .—,.J - ' — - —W;-= r I FGBBB T / - FG807 F2a F25 � 'N I fII j l l iQ 1 r lilt 1 Q MMM �11 I III I I II II I ! I I 1 1II Sri ti S XOfT C. 3CW10�� yyT,, losnl �?�: »4V I7/2021 C?�(..xa r z f o U� N < 64 zd 0 o W Tco a Z w o a ab Z o �g g J J N k J � Y met ,89 SHFFT iC ALTERNATE 24 BASE BID DDRSEEDING EDING I o 1 �\ BTI��=EEOING SEDIMENT - ` - DRILL TRO�L�,SF�NL SE I _ �+ 8 ILL SEEDINMG DRILL SAIT Y � DRILL SE gORILL LL sEEVI+�C" '- ---- E%15~S— _ - \\E ' 93 SY O6v PtNCE PROP O+Y- -•-•- -- -- _� '•'?-•- — —i� — -- —_ — -3- —KXISF "TAR DRILL I2i1Sf r DRILL SEEgIg� I - sEO IMENi rc IIS{/ �Rp Sigqyy CONT, DRILL JS� sr0 DRILLrSEEaING o IiN { �S3Nsi''S � S I N 3i•II 01 MEN LEGEND 5C SEpiMENT CONTROL FENCE 'L''=-'.'===,-'-= ==== =' SEEPING LIMITS ROC% FILTER DHM EROSION LORFROL BLANKETS OV SEEDING LIMITS FLU* DIRE01.001 CONCRETE ASPHALT SEDIMENT DRILL SEEDING SEDIlE6T C04TRU- FENCE sTS LF 260 SY� I s(,C._-.-` � :.mot _-....- I;•p0 I k I is CONTROL FENCE ■ FILTER PAL ROCS FiLiER 56 LF LF am 40 LF NOTE: 1, FERTILIZER AND *ATERING SHALL BE SUBSIDIARY 10 SEEDING ITEM VIT 7— r 2- - �LL se DING L -r L EDIHG I— I sY $"� s$E I ii ADC% FILTERO Ly I i II L FILTER OIL W. I � I iR ILSTEEDING � i I L�rSEEO1NG ■ a d X $ u I -- --� I NOOK FILTEn DAN-� R0G%FILTEai10W` 203 SHEETI OF Capital Project Number: Capital Project Name: City of Lubbock, TX Capital Project December 15, 2022 92669 I I4th Street Slide Road to Quaker Avenue Encumbered/Expended City of Lubbock Engineering Staff Time LPL Staff Time and Materials for Utility Relocation PSA - Kimley-Horn and Associates, Inc. for Design - Contract 15089 Amendment 1 to Contract 15089 Advertisement Contract 16114 with Lone Star Dirt & Paving Ltd Utility Relocates Agenda Item January 3, 2023 Change Order 01 for Contract 16114 with Lone Star Dirt & Paving Ltd Encumbered/Expended To Date Estimated Costs for Remaining Appropriation Construction of I I4th Street Slide Road to Quaker Avenue Remaining Appropriation Total Appropriation Budget 92669 $ 65,316 $ 49,600 $ 876,559 $ 108,100 $ 299 $ 8,860,982 $ 123,003 $ 132,225 10,216,083 83,917 $ 10,300,000 Project Name 114th Street -Slide Road to Quaker Avenue Project Number 92669 Managing Department Engineering Project Manager Josh Kristinek Project Classification New Roadways Project Status Approved Project Scope This roadway is designated on the 2018 Master Thoroughfare Plan to become a (5-lane) minor arterial. Improvements will also be made to the pedestrian elements as well as the street lighting and the drainage. Bid Date - Design: 12/2019 Award Date for Bid - Design: 01/2020 Project Start Date - Design:03/2020 Project End Date - Design:09/2021 Bid Date - Construction: 1012021 Award Date for Bid - Construction:03'2022 Project Start Date - Construction: 06:'2022 Project End Date - Construction: 07/2024 Project Justification The City of Lubbock continues to strive to meet the transportation needs of its citizens. We must continue to anticipate the infrastructure needs for a growing populous in order to provide a safe and effect transportation system. Due to continued development in the area this roadway has become congested and the road bed itself is requiring constant maintenance in order to serve the traveling public. Project History $1,000,000 was appropriated in FY 2019-20, Budget Amendment No. 16, Ord. No. 2020-00040, March 24, 2020. $7,500,000 was appropriated in the FY 2020-21 Budget, Ord. No. 2020-00123, October 1, 2020. Unappropriated Planning Years Appropriation to Total Project Appropriation Detail Date FY 2022-23 FY 2023-24 FY 202425 FY 2025-26 FY 2026 27 FY 2027-28 Amount Construction 7,500,000 0 0 0 0 0 0 7,500.000 Design and Engineering 1,000,000 0 0 0 0 0 0 1,000,000 Total Project Appropriation 8,500,000 0 0 0 0 0 0 8,500.000 Unappropriated Planning Years Funding to Total Funding Detail Date FY 2022-23 FY 2023-24 FY 2024 25 FY 2025-26 FY 2026 27 FY 2027-28 Funding FY 2013 General Obligation Bonds 600,000 0 0 0 0 0 0 600,000 FY 2017 Tax Supported Revenue 496,030 0 0 0 0 0 0 496,030 Co's FY 2021 Tax Supported Revenue 7,403.970 0 0 0 0 0 0 7,403,970 CO's Total Funding Sources 8,500,000 0 0 0 0 0 0 8.500,000 315 FY 2022-23 Operating Budget and Capital Program Project Name 114th Street -Slide Road to Quaker Avenue Project Number 92669 Unappropriated Planning Yeats Operating Budget Impact FY 2022-23 FY 2023-24 FY 2024-25 FY 2025-26 FY 2026-27 FY 2027-28 Total Impact No Impact Anticipated Total Operating Budget Impact 0 0 0 0 0 0 0 FY 2022-23 Operating Budget and Capital Program 316 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1of1 Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2023-998260 LONE STAR DIRT & PAVING Lubbock, TX United States Date Filed: 03/23/2023 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Lubbock Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 16114 114th St Paving Improvements Slide Rd to Quaker Ave 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling Intermediary Turner, Steve Lubbock, TX United States X Sanders, Wesley Lubbock, TX United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION p� — — My name is t�W Jam{ f � and my date of birth is My address is /� ! (; trS(��`, )�( 7S' iv (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in LjAk � ��'t County, State a a _ on the day of , 20 ja. (month) (year) ign of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V3.5.1.3ac88bc0 3/23/123 4:14I'M CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos. 1 - 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2023-998260 LONE STAR DIRT & PAVING Lubbock, TX United States Date Filed: 03/23/2023 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Lubbock Date Acknowledged: 04/21/2023 g Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 16114 114th St Paving Improvements Slide Rd to Quaker Ave 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling Intermediary Turner, Steve Lubbock, TX United States X Sanders, Wesley Lubbock, TX United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION My name is and my date of birth is My address is (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in County, State of on the day of , 20 (month) (year) Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V3.5.1.3ac88bc0