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2023-05-30 - Agendas - Final City Council Transportation Committee Tuesday, May 30, 2023 5:30 pm or Immediately Following the City Council Agenda Session City Hall Room 326 VIDEO CONFERENCING BY ZOOM WILL BE AVAILABLE FOR THIS MEETING. TO REGISTER FOR THE MEETING GO TO THIS REGISTRATION LINK https://us06web.zoom.us/webinar/register/WN_mDwfxbMDSsuZW85__a8Gvw Members: Sarah Bunch, Sonia Harvey; Holly Hertzberg; Sarah Moore City Staff: Chris Brown, Public Works Director/City Engineer; Terry Gulley, Asst. PW Director for Operations/Transportation Services Director Agenda: 1. New Business: A. Stearns St. Extension – Review of a proposed extension of Stearns Street that will complete an east-west connection between Vantage Drive and Old Missouri Road. In recent years, the City has been collecting from development projects on Stearns east of Vantage; approximately $20,000 has been collected to date. The total cost of the project is estimated at $400,000; therefore, the cost to the City would be $380,000. This item is presented for preliminary review and discussion by the Committee. B. Dickson Street Improvements – Review of proposed improvements to Dickson Street from West Ave. to College Ave. scheduled for 2023. C. Safe Streets for All (SS4A) Program: Review of the Regional Safe Streets for All Plan and discussion regarding an implementation resolution by the City Council. D. TRAFFIC CALMING PROJECT UPDATE: Review of Assembly Drive and W. Elm Street. 2. Reports and Presentations: 3. Informational Items (These Projects are all on City Council Consent Agenda): A. Happy Hollow Sidewalk Project Construction Contract 4. Adjourn STEARNS ST VANTAGE DR PA R K V I E W D R VA N T A G E D R JOYCE BLVD Neighborhood Link Regional Link - High Activity Unclassified Residential Link Planned Residential Link Planning Area Fayetteville City Limits Current Land Use LSD-2023-0003 1615 E. STEARNS ST N 0 225 450 675 900112.5 Feet Subject Property Multi-Family Residential Residential-Office Commercial Multi-Family Residential 1:3,600 Planning Commission May 22, 2023 LSD-2023-0003 (NAPLES) Page 27 of 27 DICKSON STREET IMPROVEMENTS (SCHOOL AVE. TO COLLEGE AVE.) VICINITY MAP NTS PHONE: (479) 575-8206 FAX NO: (479) 575-8202 ENGINEERING DIVISION CITY OF ARKANSAS FAYETTEVILLE SHEET NO. 001 PM-1 PM-2 PM-3 PM-4 PI-1 PI-2 PI-3 DESCRIPTION TITLE SHEET & INDEX OF SHEETS IMPROVEMENTS SCHOOL AVE. TO THOMPSON AVE. THOMPSON AVE. TO ST. CHARLES AVE. ST. CHARLES AVE. TO HIGHLAND AVE. HIGHLAND AVE. TO COLLEGE AVE. PHOTO INDEX PHOTO (P1-P25) PHOTO (P26-P50) PHOTO (P51-P58) INDEX OF SHEETS LP P L P LP LP LP EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/WEX.R/WEX.R/W EX.R/WEX.R/WEX.R/W EX.R/WEX.R/WEX.R/W EX.R/WEX.R/WEX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX . R / W EX . R / W EX . R / W EX . R / W EX . R / W EX . R / W EX . R / W LP LP ELEC LP LP LP EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX . R / W EX . R / W EX . R / W EX . R / W EX . R / W EX . R / W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/WEX.R/WEX.R/W EX.R/WEX.R/W EX.R/W EX . R / W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W LP EX . R / W LP LP P LP Scale: 1" = 20' 0 20 PM-1 SC H O O L A V E . T O C O L L E G E A V E . IM P R O V E M E N T P L A N MC CW K: \ E n g i n e e r i n g D e s i g n S e r v i c e s \ P r o j e c t s \ B O N D P R O G R A M \ 2 0 1 9 B o n d P r o g r a m \ D o w n t o w n W a l k a b i l i t y \ D i c k s o n S t r e e t \ D W G \ D i c k s o n S t r e e t T r a f f i c S t r i p i n g a n d I m p r o v e m e n t s - C W . d w g May 24, 2023 DI C K S O N S T R E E T WA L K A B I L I T Y I M P R O V E M E N T S DD CI T Y O F AR K A N S A S FA Y E T T E V I L L E 20 SCHOOL AVE. LOCUST AVE. DICKSON ST. CAMPBELL AVE. CAMPBELL AVE. DICKSON ST. REPLACE PAVERS SEE PHOTO P11 REPLACE PAVERS SEE PHOTO P10 REPLACE CONCRETE SEE PHOTO P9 REPLACE CONCRETE SEE PHOTO P8 REPLACE CONCRETE SEE PHOTO P7 REPLACE CONCRETE SEE PHOTO P6 REPLACE PAVERS SEE PHOTO P1 REPLACE CONCRETE SEE PHOTO P2 REPLACE CONCRETE SEE PHOTO P3 REPLACE CONCRETE SEE PHOTO P4 REPLACE CONCRETE SEE PHOTO P5 REPLACE PAVERS SEE PHOTO P12 MA T C H L I N E TH I S S H E E T MA T C H L I N E TH I S S H E E T MA T C H L I N E SH E E T P M 2 LP EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/WEX.R/WEX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX . R / W EX . R / W EX . R / W EX . R / W EX . R / W EX . R / W EX.R/W EX.R/W LP LP LP W- 2 W- 2 LP M M M M EX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/W EX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/W EX . R / W EX . R / W EX . R / W EX . R / W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX . R / W EX . R / W EX . R / W EX . R / W Scale: 1" = 20' 0 20 PM-2 SC H O O L A V E . T O C O L L E G E A V E . IM P R O V E M E N T P L A N MC CW K: \ E n g i n e e r i n g D e s i g n S e r v i c e s \ P r o j e c t s \ B O N D P R O G R A M \ 2 0 1 9 B o n d P r o g r a m \ D o w n t o w n W a l k a b i l i t y \ D i c k s o n S t r e e t \ D W G \ D i c k s o n S t r e e t T r a f f i c S t r i p i n g a n d I m p r o v e m e n t s - C W . d w g May 24, 2023 DI C K S O N S T R E E T WA L K A B I L I T Y I M P R O V E M E N T S DD CI T Y O F AR K A N S A S FA Y E T T E V I L L E 20THOMPSON AVE. DICKSON ST. CHURCH AVE. DICKSON ST. ST. CHARLES AVE. REPLACE PAVERS SEE PHOTO P27 REPLACE CONCRETE SEE PHOTO P26 REPLACE PAVERS SEE PHOTO P25 REPLACE PAVERS AND WALL CAP SEE PHOTO P18 REPLACE PAVERS AND CONCRETE SEE PHOTO P17 REPLACE CONCRETE SEE PHOTO P16 REPLACE CONCRETE SEE PHOTO P15 REPLACE CONCRETE SEE PHOTO P14 REPLACE PAVERS SEE PHOTO P19 REPLACE CONCRETE SEE PHOTO P20 REPLACE TOP OF WALL SEE PHOTO P21 REPLACE CONCRETE SEE PHOTO P22 REPLACE CONCRETE SEE PHOTO P23 REPLACE CONCRETE SEE PHOTO P24 REPLACE CONCRETE SEE PHOTO P28 REPLACE BRICK WALL SEE PHOTO P29 REPLACE CONCRETE SEE PHOTO P13 MA T C H L I N E SH E E T P M 1 MA T C H L I N E TH I S S H E E T MA T C H L I N E TH I S S H E E T MA T C H L I N E SH E E T P M 3 EX.R/WEX.R/WEX.R/W EX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/WEX.R/WEX.R/WEX.R/WEX.R/W EX . R / W EX . R / W EX . R / W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX . R / W EX . R / W EX . R / W EX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/W EX.R/WEX.R/WEX.R/WEX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX . R / W EX . R / W EX . R / W Scale: 1" = 20' 0 20 PM-3 SC H O O L A V E . T O C O L L E G E A V E . IM P R O V E M E N T P L A N MC CW K: \ E n g i n e e r i n g D e s i g n S e r v i c e s \ P r o j e c t s \ B O N D P R O G R A M \ 2 0 1 9 B o n d P r o g r a m \ D o w n t o w n W a l k a b i l i t y \ D i c k s o n S t r e e t \ D W G \ D i c k s o n S t r e e t T r a f f i c S t r i p i n g a n d I m p r o v e m e n t s - C W . d w g May 24, 2023 DI C K S O N S T R E E T WA L K A B I L I T Y I M P R O V E M E N T S DD CI T Y O F AR K A N S A S FA Y E T T E V I L L E 20 N. BLOCK AVE. DICKSON ST. N. EAST AVE. DICKSON ST. HIGHLAND AVE. REPLACE PAVERS SEE PHOTO P44 REPLACE CONCRETE CURB AND PAVERS SEE PHOTO P43 REPLACE CONCRETE CURB SEE PHOTO P42 REPLACE CONCRETE CURB SEE PHOTO P41 REPLACE CONCRETE SEE PHOTO P40 REPLACE CONCRETE SEE PHOTO P39 REPLACE CONCRETE SEE PHOTO P38 REPLACE CONCRETE SEE PHOTO P36 REPLACE CONCRETE SEE PHOTO P35 REPLACE CONCRETE AND TREE GRATE SEE PHOTO P34 REPLACE CONCRETE SEE PHOTO P33 REPLACE STAMPED CONCRETE SEE PHOTO P32 REPLACE CONCRETE, CURB, AND PAVERS SEE PHOTO P31 REPLACE STAMPED CONCRETE SEE PHOTO P30 REPLACE CONCRETE SEE PHOTO P37 REPLACE CONCRETE AND PAVERS SEE PHOTO P45 REPLACE PAVERS SEE PHOTO P46 REPLACE PAVERS SEE PHOTO P47 MA T C H L I N E SH E E T P M 3 REPLACE PAVERS SEE PHOTO P27 MA T C H L I N E TH I S S H E E T MA T C H L I N E TH I S S H E E T MA T C H L I N E SH E E T P M 4 EX . R / W EX . R / W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/WEX.R/WEX.R/W EX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/W EX . R / W EX . R / W EX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/W EX . R / W EX.R/W EX.R/W EX . R / W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/W EX.R/WEX.R/WEX.R/W EX.R/W EX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/WEX.R/W EX . R / W EX . R / W EX . R / W EX . R / W EX.R/W EX.R/W EX.R / W EX. R / W EX . R / W EX.R/W Scale: 1" = 20' 0 20 PM-4 SC H O O L A V E . T O C O L L E G E A V E . IM P R O V E M E N T P L A N MC CW K: \ E n g i n e e r i n g D e s i g n S e r v i c e s \ P r o j e c t s \ B O N D P R O G R A M \ 2 0 1 9 B o n d P r o g r a m \ D o w n t o w n W a l k a b i l i t y \ D i c k s o n S t r e e t \ D W G \ D i c k s o n S t r e e t T r a f f i c S t r i p i n g a n d I m p r o v e m e n t s - C W . d w g May 24, 2023 DI C K S O N S T R E E T WA L K A B I L I T Y I M P R O V E M E N T S DD CI T Y O F AR K A N S A S FA Y E T T E V I L L E 20 DICKSON ST. HIGHLAND AVE. DICKSON ST. N. C O L L E G E A V E . REPLACE CONCRETE SEE PHOTO P58 REPLACE CONCRETE SEE PHOTO P57 REPLACE CONCRETE SEE PHOTO P56 REPLACE TREE GRATE AND PAVERS SEE PHOTO P50 REPLACE CONCRETE SEE PHOTO P49 REPLACE PAVERS SEE PHOTO P48 REPLACE CONCRETE AND PAVERS SEE PHOTO P44 REPLACE CONCRETE CURB AND PAVERS SEE PHOTO 43 REPLACE CONCRETE CURB SEE PHOTO P42 REPLACE CONCRETE SEE PHOTO P49 REPLACE TREE GRATE AND PAVERS SEE PHOTO P50 REPLACE TREE GRATE SEE PHOTO P51 REPLACE CONCRETE SEE PHOTO P52 REPLACE CONCRETE, TREE GRATE, AND PAVERS SEE PHOTO P53 REPLACE CONCRETE SEE PHOTO P54 REPLACE CONCRETE, TREE GRATE, AND PAVERS SEE PHOTO P55 REPLACE PAVERS SEE PHOTO P47 REPLACE TREE GRATE SEE PHOTO P51 REPLACE CONCRETE SEE PHOTO P52 REPLACE CONCRETE, TREE GRATE, AND PAVERS SEE PHOTO P53 REPLACE CONCRETE SEE PHOTO P54 REPLACE CONCRETE, TREE GRATE, AND PAVERS SEE PHOTO P55 MA T C H L I N E SH E E T P M 3 REPLACE CONCRETE AND PAVERS SEE PHOTO P44 MA T C H L I N E TH I S S H E E T TH I S S H E E T MA T C H L I N E PI-1 SC H O O L A V E . T O C O L L E G E A V E . PH O T O I N D E X MC CW K: \ E n g i n e e r i n g D e s i g n S e r v i c e s \ P r o j e c t s \ B O N D P R O G R A M \ 2 0 1 9 B o n d P r o g r a m \ D o w n t o w n W a l k a b i l i t y \ D i c k s o n S t r e e t \ D W G \ D i c k s o n S t r e e t T r a f f i c S t r i p i n g a n d I m p r o v e m e n t s - C W . d w g May 24, 2023 DI C K S O N S T R E E T WA L K A B I L I T Y I M P R O V E M E N T S DD CI T Y O F AR K A N S A S FA Y E T T E V I L L E PHOTO - P1 PHOTO - P2 PHOTO - P3 PHOTO - P4 PHOTO - P5 PHOTO - P6 PHOTO - P7 PHOTO - P8 PHOTO - P9 PHOTO - P10 PHOTO - P11 PHOTO - P12 PHOTO - P13 PHOTO - P14 PHOTO - P15 PHOTO - P21 PHOTO - P22 PHOTO - P23 PHOTO - P24 PHOTO - P25 PHOTO - P16 PHOTO - P17 PHOTO - P18 PHOTO - P19 PHOTO - P20 MISSING BRICK PAVERS CHIPPED CONCRETE IN RAMP SETTLED PAVERS CRACKED CONCRETE IN CORNER DAMAGED WALL/WALL TOP CHIPPED CONCRETE AT SAWCUT CRACKED CONCRETE ON CURB DETERIORATING PAVERS CHIPPED CONCRETE CRACKED CONCRETE CRACKED/CHIPPED CONCRETE DETERIORATING CONCRETE CRACKED CONCRETE IN CORNER SETTLED PAVERS DETERIORATING CONCRETE DETERIORATING CONCRETE DETERIORATING CONCRETE MISSING/UNLEVEL PAVERS CRACKED CONCRETE DETERIORATING PAVERS DETERIORATING TOP OF WALL MISSING PAVERS CRACKED CONCRETE IN CORNER CRACKED CONCRETE DETERIORATING CONCRETE DETERIORATING CONCRETE MISSING PAVERS PI-2 SC H O O L A V E . T O C O L L E G E A V E . PH O T O I N D E X MC CW K: \ E n g i n e e r i n g D e s i g n S e r v i c e s \ P r o j e c t s \ B O N D P R O G R A M \ 2 0 1 9 B o n d P r o g r a m \ D o w n t o w n W a l k a b i l i t y \ D i c k s o n S t r e e t \ D W G \ D i c k s o n S t r e e t T r a f f i c S t r i p i n g a n d I m p r o v e m e n t s - C W . d w g May 24, 2023 DI C K S O N S T R E E T WA L K A B I L I T Y I M P R O V E M E N T S DD CI T Y O F AR K A N S A S FA Y E T T E V I L L E PHOTO - P26 PHOTO - P27 PHOTO - P28 PHOTO - P29 PHOTO - P30 PHOTO - P31 PHOTO - P32 PHOTO - P33 PHOTO - P34 PHOTO - P35 PHOTO - P36 PHOTO - P37 PHOTO - P38 PHOTO - P39 PHOTO - P40 PHOTO - P41 PHOTO - P42 PHOTO - P43 PHOTO - P44 PHOTO - P45 PHOTO - P46 PHOTO - P47 PHOTO - P48 PHOTO - P49 PHOTO - P50 CRACKED CONCRETE MISSING PAVERS CRACKED/CHIPPED CONCRETE DAMAGED WALL DETERIORATING STAMPED CONCRETE DETERIORATING CONCRETE DETERIORATING STAMPED CONCRETE CRACKED/CHIPPED CONCRETE CRACKED/CHIPPED CONCRETE UNLEVEL TREE GRATE CRACKED/CHIPPED CONCRETE CRACKED CONCRETE CRACKED CONCRETE CHIPPED CONCRETE CRACKED/CHIPPED CONCRETE UNLEVEL TREE GRATE UNLEVEL CONCRETE CRACKED/CHIPPED CONCRETE CRACKED CONCRETE CRACKED/CHIPPED CONCRETE CRACKED/CHIPPED CONCRETE DETERIORATING PAVERS DETERIORATING PAVERS CRACKED CONCRETE UNLEVEL PAVERS DETERIORATING CONCRETE MISSING PAVERS MISSING PAVERS DETERIORATING PAVERS CRACKED/CHIPPED CONCRETE UNLEVEL PAVERS UNLEVEL TREE GRATE PI-3 SC H O O L A V E . T O C O L L E G E A V E . PH O T O I N D E X MC CW K: \ E n g i n e e r i n g D e s i g n S e r v i c e s \ P r o j e c t s \ B O N D P R O G R A M \ 2 0 1 9 B o n d P r o g r a m \ D o w n t o w n W a l k a b i l i t y \ D i c k s o n S t r e e t \ D W G \ D i c k s o n S t r e e t T r a f f i c S t r i p i n g a n d I m p r o v e m e n t s - C W . d w g May 24, 2023 DI C K S O N S T R E E T WA L K A B I L I T Y I M P R O V E M E N T S DD CI T Y O F AR K A N S A S FA Y E T T E V I L L E PHOTO - P51 PHOTO - P52 PHOTO - P53 PHOTO - P54 PHOTO - P55 PHOTO - P56 PHOTO - P57 PHOTO - P58 UNLEVEL TREE GRATE CHIPPED CONCRETE CRACKED/CHIPPED CONCRETE UNLEVEL TREE GRATE UNLEVEL PAVERS DETERIORATING CONCRETE CRACKED/CHIPPED CONCRETE UNLEVEL PAVERS UNLEVEL TREE GRATE CRACKED/CHIPPED CONCRETE CHIPPED CONCRETE CRACKED CONCRETE 6' 7'2'3' 20' STREET WIDTH 3' SPEED CUSHION DETAIL DIMENSION OF ONE SPEED CUSHION: 7' L x 6' W x 3" H N ASSEMBLY DR 728 E TRUST ST 608 N ASSEMBLY DR 620 N FALLIN AVE 543 N ASSEMBLY DR 541 N ASSEMBLY DR 557 N ASSEMBLY DR 614 N ASSEMBLY DR 735 E TRUST ST 572 N FALLIN AVE 583 N ASSEMBLY DR E T R U S T S T N AS S E M B L Y D R N FALLIN AVE N FALLIN AVE Scale: 1" = 60' 60 0 60 DE LIVA K: \ T r a f f i c C a l m i n g \ S t r e e t F i l e s \ A s s e m b l y \ D W G \ A s s e m b l y D r . d w g Apr 25, 2023 -- CI T Y O F AR K A N S A S FA Y E T T E V I L L E 1 INSTALL (2) SPEED CUSHIONS PR O P O S E D S P E E D C U S H I O N L A Y O U T N A S S E M B L Y D R (E T R U S T S T T O E M A P L E S T ) SPEED CUSHION INSTALL (2) SPEED CUSHION SIGNS 1011 E MISSOURI WAY 1061 E MISSOURI WAY 1062 E DOGWOOD LN 339 N ASSEMBLY DR 432 N ASSEMBLY DR 387 N ASSEMBLY DR 395 N ASSEMBLY DR 401 N ASSEMBLY DR 364 N ASSEMBLY DR 402 N ASSEMBLY DR 6' 7'2'3' 20' STREET WIDTH 3' SPEED CUSHION DETAIL DIMENSION OF ONE SPEED CUSHION: 7' L x 6' W x 3" H N ASSEMBLY DR 6' 7'2'3' 20.5' STREET WIDTH 3.5' SPEED CUSHION DETAIL DIMENSION OF ONE SPEED CUSHION: 7' L x 6' W x 3" H N ASSEMBLY DR (CURB) Scale: 1" = 60' 60 0 60 DE LIVA K: \ T r a f f i c C a l m i n g \ S t r e e t F i l e s \ A s s e m b l y \ D W G \ A s s e m b l y D r . d w g Apr 25, 2023 -- CI T Y O F AR K A N S A S FA Y E T T E V I L L E 2 INSTALL (2) SPEED CUSHIONS INSTALL (2) SPEED CUSHIONS PR O P O S E D S P E E D C U S H I O N L A Y O U T N A S S E M B L Y D R (N A N D R E W A V E T O N S K Y L I N E D R ) SPEED CUSHION INSTALL (2) SPEED CUSHION SIGNS SPEED CUSHION INSTALL (2) SPEED CUSHION SIGNS 6' 7'2'3' 20' STREET WIDTH 3' SPEED CUSHION DETAIL DIMENSION OF ONE SPEED CUSHION: 7' L x 6' W x 3" H W ELM ST 2072 N DUTTON PL BA K E R D R 58 E ELM ST 61 E ELM ST ER S T A N A V E 45 E ELM ST 40 E ELM ST6 E ELM ST 4 W ELM ST 15 E ELM ST 11 E ELM ST3 W ELM ST 9 W ELM ST 33 W ELM ST 32 W ELM ST 2084 N DUTTON PL ELM ST 108 W ELM ST 32 W ELM ST Scale: 1" = 60' 60 0 60 DE LIVA K: \ T r a f f i c C a l m i n g \ S t r e e t F i l e s \ E l m S t \ D W G \ E l m S t . d w g May 23, 2023 -- CI T Y O F AR K A N S A S FA Y E T T E V I L L E 1 PR O P O S E D S P E E D C U S H I O N L A Y O U T E L M S T (G R E G G A V E T O G R E E N A C R E S R D ) INSTALL (2) SPEED CUSHIONS SPEED CUSHION INSTALL (2) SPEED CUSHION SIGNS INSTALL (2) SPEED CUSHIONS SPEED CUSHION INSTALL (2) SPEED CUSHION SIGNS SpeedStatHour-234 Page 1 MetroCount Traffic Executive Speed Statistics by Hour SpeedStatHour-234 -- English (ENU) Datasets: Site: [Assembely] Speed/Volume Attribute:402 Direction:2 - East bound, A trigger first. Lane: 2 Survey Duration:9:01 Wednesday, April 5, 2023 => 15:51 Friday, April 7, 2023, Zone: File:Assembely 0 2023-04-07 1551.EC2 (Plus ) Identifier:DD924YAC MC56-L5 [MC55] (c)Microcom 19Oct04 Algorithm:Factory default axle (v5.07) Data type:Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 10:00 Wednesday, April 5, 2023 => 15:00 Friday, April 7, 2023 (2.20833) Included classes:1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 Speed range:6 - 99 mph. Direction:North, East, South, West (bound), P = East, Lane = 0-16 Separation:Headway > 0 sec, Span 0 - 328.084 ft Name:Default Profile Scheme:Vehicle classification (Scheme F3) Units:Non metric (ft, mi, ft/s, mph, lb, ton) In profile:Vehicles = 2469 / 2583 (95.59%) SpeedStatHour-234 Page 1 SpeedStatHour-234 Page 2 Speed Statistics by Hour SpeedStatHour-234 Site:Assembely.2.0E Description: Speed/Volume Filter time: 10:00 Wednesday, April 5, 2023 => 15:00 Friday, April 7, 2023 Scheme:Vehicle classification (Scheme F3) Filter:Cls(1-13) Dir(NESW) Sp(6,99) Headway(>0) Span(0 - 328.084) Lane(0-16) Vehicles = 2469 Posted speed limit = 37 mph, Exceeding = 400 (16.20%), Mean Exceeding = 41.71 mph Maximum = 63.8 mph, Minimum = 6.3 mph, Mean = 28.5 mph 85% Speed = 37.36 mph, 95% Speed = 42.73 mph, Median = 26.84 mph 12 mph Pace = 19 - 32, Number in Pace = 1396 (56.54%) Variance = 66.48, Standard Deviation = 8.15 mph Hour Bins (Partial days) Time | Bin | Min | Max | Mean | Median | 85% | 95% | >PSL | | | | | | | | 37 mph | | | | | | | | 0000 | 7 0.284% | 19.6 | 43.1 | 27.6 | 25.6 | 40.5 | 43.1 | 1 14.29% 0100 | 8 0.324% | 7.8 | 43.6 | 26.4 | 26.1 | 41.4 | 43.6 | 2 25.00% 0200 | 3 0.122% | 25.5 | 41.7 | 31.9 | 28.3 | 41.7 | 41.7 | 1 33.33% 0300 | 3 0.122% | 22.2 | 54.0 | 34.0 | 25.7 | 54.0 | 54.0 | 1 33.33% 0400 | 10 0.405% | 18.5 | 33.8 | 23.5 | 20.4 | 33.2 | 33.8 | 0 0.000% 0500 | 37 1.499% | 19.0 | 54.6 | 25.4 | 24.6 | 27.4 | 37.7 | 1 2.703% 0600 | 54 2.187% | 13.6 | 56.7 | 30.8 | 30.8 | 39.6 | 45.7 | 12 22.22% 0700 | 81 3.281% | 12.7 | 44.3 | 26.8 | 25.7 | 38.4 | 42.3 | 13 16.05% 0800 | 127 5.144% | 12.8 | 49.9 | 27.8 | 25.2 | 37.0 | 41.3 | 18 14.17% 0900 | 126 5.103% | 8.9 | 45.8 | 27.6 | 25.8 | 37.9 | 42.2 | 20 15.87% 1000 | 171 6.926% | 8.2 | 51.8 | 28.2 | 26.6 | 37.7 | 43.5 | 37 21.64% 1100 | 195 7.898% | 11.2 | 50.9 | 28.4 | 26.5 | 37.4 | 45.1 | 32 16.41% 1200 | 187 7.574% | 8.2 | 57.2 | 27.3 | 26.7 | 36.4 | 41.3 | 24 12.83% 1300 | 153 6.197% | 9.9 | 51.9 | 29.0 | 28.2 | 36.4 | 40.6 | 20 13.07% 1400 | 178 7.209% | 7.8 | 51.7 | 28.9 | 27.1 | 38.4 | 44.6 | 32 17.98% 1500 | 139 5.630% | 14.4 | 51.4 | 28.8 | 27.3 | 36.6 | 41.7 | 19 13.67% 1600 | 209 8.465% | 6.3 | 52.3 | 27.8 | 25.7 | 37.4 | 44.8 | 33 15.79% 1700 | 222 8.991% | 11.8 | 55.3 | 29.0 | 26.8 | 38.7 | 42.7 | 45 20.27% 1800 | 179 7.250% | 10.9 | 49.1 | 29.5 | 29.2 | 37.5 | 43.1 | 29 16.20% 1900 | 142 5.751% | 13.4 | 63.8 | 29.4 | 29.0 | 37.0 | 42.9 | 22 15.49% 2000 | 121 4.901% | 9.5 | 47.7 | 29.8 | 30.5 | 36.8 | 42.5 | 17 14.05% 2100 | 65 2.633% | 12.6 | 46.6 | 29.0 | 28.3 | 37.8 | 41.4 | 11 16.92% 2200 | 32 1.296% | 17.9 | 49.8 | 29.7 | 27.2 | 41.3 | 48.2 | 5 15.63% 2300 | 20 0.810% | 16.8 | 48.4 | 31.2 | 30.6 | 43.5 | 48.3 | 5 25.00% ---- | 2469 100.0% | 6.3 | 63.8 | 28.5 | 26.8 | 37.4 | 42.7 | 400 16.20% SpeedStatHour-234 Page 2 SpeedStatHour-248 Page 1 MetroCount Traffic Executive Speed Statistics by Hour SpeedStatHour-248 -- English (ENU) Datasets: Site: [Assembly Dr] Speed/Volume Attribute:Rex to Skyline Direction:0 - Unused or unknown. Lane: 2 Survey Duration:16:00 Tuesday, April 25, 2023 => 12:20 Friday, April 28, 2023, Zone: File:Assembly Dr 0 2023-04-28 1220.EC2 (Plus ) Identifier:DD924YAC MC56-L5 [MC55] (c)Microcom 19Oct04 Algorithm:Factory default axle (v5.07) Data type:Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 11:00 Thursday, April 27, 2023 => 11:00 Friday, April 28, 2023 (1) Included classes:1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 Speed range:6 - 99 mph. Direction:North, East, South, West (bound), P = ???, Lane = 0-16 Separation:Headway > 0 sec, Span 0 - 328.084 ft Name:Default Profile Scheme:Vehicle classification (Scheme F3) Units:Non metric (ft, mi, ft/s, mph, lb, ton) In profile:Vehicles = 888 / 2513 (35.34%) SpeedStatHour-248 Page 1 SpeedStatHour-248 Page 2 Speed Statistics by Hour SpeedStatHour-248 Site:Assembly Dr.2.0X Description: Speed/Volume Filter time: 11:00 Thursday, April 27, 2023 => 11:00 Friday, April 28, 2023 Scheme:Vehicle classification (Scheme F3) Filter:Cls(1-13) Dir(NESW) Sp(6,99) Headway(>0) Span(0 - 328.084) Lane(0-16) Vehicles = 888 Posted speed limit = 37 mph, Exceeding = 65 (7.320%), Mean Exceeding = 40.25 mph Maximum = 57.6 mph, Minimum = 7.4 mph, Mean = 27.5 mph 85% Speed = 34.56 mph, 95% Speed = 38.36 mph, Median = 26.96 mph 12 mph Pace = 21 - 34, Number in Pace = 586 (65.99%) Variance = 41.70, Standard Deviation = 6.46 mph Hour Bins Time | Bin | Min | Max | Mean | Median | 85% | 95% | >PSL | | | | | | | | 37 mph | | | | | | | | 0000 | 9 1.014% | 17.0 | 57.6 | 27.9 | 22.1 | 47.9 | 57.6 | 2 22.22% 0100 | 1 0.113% | 24.4 | 24.4 | 24.4 | 24.4 | 24.4 | 24.4 | 0 0.000% 0200 | 3 0.338% | 26.3 | 33.9 | 28.9 | 26.6 | 33.9 | 33.9 | 0 0.000% 0300 | 2 0.225% | 25.0 | 31.4 | 28.2 | 28.2 | 31.4 | 31.4 | 0 0.000% 0400 | 4 0.450% | 17.5 | 23.8 | 19.7 | 18.8 | 23.8 | 23.8 | 0 0.000% 0500 | 22 2.477% | 14.7 | 32.9 | 23.4 | 22.9 | 27.9 | 32.5 | 0 0.000% 0600 | 28 3.153% | 15.3 | 43.4 | 30.0 | 30.3 | 37.3 | 43.1 | 4 14.29% 0700 | 26 2.928% | 17.9 | 44.6 | 29.7 | 28.4 | 38.6 | 43.5 | 5 19.23% 0800 | 50 5.631% | 7.4 | 42.8 | 25.7 | 24.2 | 33.3 | 38.4 | 3 6.000% 0900 | 53 5.968% | 14.9 | 38.5 | 27.1 | 27.5 | 34.4 | 37.1 | 2 3.774% 1000 | 44 4.955% | 13.0 | 36.5 | 25.1 | 24.6 | 30.6 | 34.3 | 0 0.000% 1100 | 49 5.518% | 17.0 | 46.6 | 28.3 | 27.7 | 35.0 | 38.3 | 4 8.163% 1200 | 146 16.44% | 12.3 | 43.5 | 30.0 | 31.0 | 35.3 | 38.2 | 13 8.904% 1300 | 60 6.757% | 14.9 | 42.0 | 28.4 | 26.6 | 36.4 | 38.6 | 5 8.333% 1400 | 34 3.829% | 17.3 | 40.7 | 26.3 | 25.1 | 33.7 | 37.9 | 1 2.941% 1500 | 35 3.941% | 13.9 | 42.1 | 26.4 | 24.9 | 34.2 | 38.5 | 3 8.571% 1600 | 67 7.545% | 17.8 | 40.1 | 26.9 | 26.1 | 34.2 | 37.7 | 3 4.478% 1700 | 77 8.671% | 10.7 | 39.7 | 25.4 | 24.3 | 32.2 | 34.1 | 2 2.597% 1800 | 39 4.392% | 8.9 | 51.1 | 25.5 | 24.5 | 31.7 | 41.0 | 2 5.128% 1900 | 39 4.392% | 18.2 | 40.8 | 28.0 | 27.4 | 38.1 | 40.6 | 6 15.38% 2000 | 43 4.842% | 18.9 | 40.7 | 29.1 | 28.3 | 34.4 | 40.4 | 3 6.977% 2100 | 20 2.252% | 17.0 | 43.1 | 27.4 | 25.1 | 39.1 | 43.0 | 3 15.00% 2200 | 26 2.928% | 17.6 | 49.3 | 29.9 | 29.6 | 37.1 | 47.2 | 4 15.38% 2300 | 11 1.239% | 19.4 | 31.8 | 26.7 | 29.1 | 31.8 | 31.8 | 0 0.000% ---- | 888 100.0% | 7.4 | 57.6 | 27.5 | 27.0 | 34.6 | 38.4 | 65 7.320% SpeedStatHour-248 Page 2 SpeedStatHour-37 Page 1 MetroCount Traffic Executive Speed Statistics by Hour SpeedStatHour-37 -- English (ENU) Datasets: Site: [Elm] ^ Attribute: Direction:0 - Unused or unknown. Lane: 0 Survey Duration:12:00 Friday, November 6, 2020 => 10:33 Tuesday, November 10, 2020, Zone: File:Elm 0 2020-11-10 1034.EC0 (Plus ) Identifier:DD799A8Z MC56-L5 [MC55] (c)Microcom 19Oct04 Algorithm:Factory default axle (v5.07) Data type:Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 7:00 Monday, November 9, 2020 => 7:00 Tuesday, November 10, 2020 (1) Included classes:1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 Speed range:5 - 100 mph. Direction:North, East, South, West (bound), P = ???, Lane = 0-16 Separation:Headway > 0 sec, Span 0 - 300 ft Name:Default Profile Scheme:Vehicle classification (Scheme F3) Units:Non metric (ft, mi, ft/s, mph, lb, ton) In profile:Vehicles = 697 / 1613 (43.21%) SpeedStatHour-37 Page 1 SpeedStatHour-37 Page 2 Speed Statistics by Hour SpeedStatHour-37 Site:Elm.0.0X Description: ^ Filter time: 7:00 Monday, November 9, 2020 => 7:00 Tuesday, November 10, 2020 Scheme:Vehicle classification (Scheme F3) Filter:Cls(1-13) Dir(NESW) Sp(5,100) Headway(>0) Span(0 - 300) Lane(0-16) Vehicles = 697 Posted speed limit = 40 mph, Exceeding = 9 (1.291%), Mean Exceeding = 41.82 mph Maximum = 44.1 mph, Minimum = 8.0 mph, Mean = 27.9 mph 85% Speed = 33.44 mph, 95% Speed = 37.02 mph, Median = 28.19 mph 10 mph Pace = 23 - 33, Number in Pace = 448 (64.28%) Variance = 31.56, Standard Deviation = 5.62 mph Hour Bins Time | Bin | Min | Max | Mean | Median | 85% | 95% | >PSL | | | | | | | | 40 mph | | | | | | | | 0000 | 0 0.000% | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0 -% 0100 | 2 0.287% | 28.0 | 37.2 | 32.6 | 32.6 | 37.2 | 37.2 | 0 0.000% 0200 | 1 0.143% | 16.1 | 16.1 | 16.1 | 16.1 | 16.1 | 16.1 | 0 0.000% 0300 | 0 0.000% | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0 -% 0400 | 0 0.000% | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0 -% 0500 | 2 0.287% | 19.5 | 20.9 | 20.2 | 20.2 | 20.9 | 20.9 | 0 0.000% 0600 | 8 1.148% | 20.8 | 30.6 | 27.1 | 27.3 | 30.5 | 30.6 | 0 0.000% 0700 | 65 9.326% | 15.3 | 43.2 | 28.9 | 29.4 | 35.4 | 38.4 | 2 3.077% 0800 | 71 10.19% | 16.2 | 44.1 | 29.0 | 29.5 | 33.4 | 36.7 | 2 2.817% 0900 | 42 6.026% | 10.5 | 40.6 | 27.9 | 27.9 | 33.1 | 39.6 | 1 2.381% 1000 | 49 7.030% | 11.5 | 38.8 | 26.8 | 26.6 | 32.9 | 37.9 | 0 0.000% 1100 | 50 7.174% | 10.2 | 38.4 | 28.1 | 28.5 | 34.1 | 36.8 | 0 0.000% 1200 | 52 7.461% | 15.8 | 40.2 | 28.7 | 29.1 | 33.7 | 36.6 | 1 1.923% 1300 | 61 8.752% | 12.0 | 42.4 | 27.5 | 27.1 | 33.4 | 38.0 | 1 1.639% 1400 | 57 8.178% | 11.4 | 42.3 | 28.0 | 27.7 | 33.6 | 38.8 | 1 1.754% 1500 | 66 9.469% | 16.3 | 41.2 | 27.6 | 28.1 | 32.6 | 37.2 | 1 1.515% 1600 | 51 7.317% | 14.0 | 37.2 | 27.5 | 28.6 | 33.2 | 36.7 | 0 0.000% 1700 | 73 10.47% | 13.8 | 37.0 | 27.4 | 27.5 | 33.6 | 35.4 | 0 0.000% 1800 | 22 3.156% | 17.6 | 37.6 | 28.4 | 28.4 | 34.7 | 37.4 | 0 0.000% 1900 | 7 1.004% | 20.5 | 37.0 | 28.6 | 27.7 | 35.8 | 37.0 | 0 0.000% 2000 | 6 0.861% | 24.1 | 34.0 | 26.8 | 25.7 | 33.6 | 34.0 | 0 0.000% 2100 | 5 0.717% | 19.2 | 33.0 | 28.2 | 31.4 | 33.0 | 33.0 | 0 0.000% 2200 | 4 0.574% | 8.0 | 26.8 | 20.6 | 23.8 | 26.8 | 26.8 | 0 0.000% 2300 | 3 0.430% | 21.6 | 33.0 | 26.6 | 25.2 | 33.0 | 33.0 | 0 0.000% ---- | 697 100.0% | 8.0 | 44.1 | 27.9 | 28.2 | 33.4 | 37.0 | 9 1.291% SpeedStatHour-37 Page 2 Mailing address: 113 W. Mountain Street Fayetteville, AR 72701 www.fayetteville-ar.gov CITY COUNCIL MEMO 2023-781 MEETING OF MAY 30, 2023 TO: Mayor Jordan and City Council THRU: Chris Brown, Public Works Director Susan Norton, Chief of Staff FROM: Matt Casey, Engineering Design Manager DATE: May 17, 2023 SUBJECT: Approval of a construction contract in the amount of $488,300.29 with Milestone Construction Company, LLC. for the Happy Hollow Sidewalk Improvements Project, and approval of a $50,000.00 project contingency. RECOMMENDATION: Staff recommends approval of a construction contract in the amount of $488,300.29 with Milestone Construction Company, LLC. for the Happy Hollow Sidewalk Improvements Project, and approval of a $50,000.00 project contingency. BACKGROUND: The Happy Hollow Sidewalk Improvements project includes the construction of approximately 1,000 feet of 6’ wide sidewalk along the west side of Happy Hollow Road from 4th Street to the north. In addition to the sidewalk improvements, the project will include minor drainage improvements, new sections of curb and gutter, driveway construction and pavement repair. This project is included in the Transportation Division Sidewalk Work Plan for 2023. The Engineering Division has prepared the design plans and the project was put out for bid. DISCUSSION: On May 11, 2023, the City received three (3) construction bids for this project. Milestone Construction Company, LLC submitted the low bid of $488,300.29. Engineering staff recommends awarding this contract to Milestone Construction Company, LLC. The contract time is 150 days (5 months) for substantial completion. BUDGET/STAFF IMPACT: The design and construction of this project will be paid for with Capital Improvements Project funds allocated for sidewalk improvements. PURCHASE ORDER DETAILS G/L ACCT PROJECT AMOUNT 2100.410.5500-5814.00 02053.5500 $488,300.29 Mailing address: 113 W. Mountain Street Fayetteville, AR 72701 www.fayetteville-ar.gov ATTACHMENTS: 2023-781 SRF Happy Hollow Milestone, 00500 Agreement- Signed by contractor, Bid 23- 24, Submittal - Milestone Construction Company, LLC - E, Bid 23-24, Bid Tab - AB and LM Signed, Council Cover Page 1 City of Fayetteville, Arkansas Legislation Text 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 File #: 2023-781 Approval of a construction contract in the amount of $488,300.29 with Milestone Construction Company, LLC. for the Happy Hollow Sidewalk Improvements Project, and approval of a $50,000.00 project contingency. A RESOLUTION TO AWARD BID #23-24 AND AUTHORIZE A CONTRACT WITH MILESTONE CONSTRUCTION COMPANY, LLC IN THE AMOUNT OF $488,300.29 FOR THE HAPPY HOLLOW SIDEWALK IMPROVEMENTS PROJECT, AND TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $50,000.00 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby awards Bid #23-24 and authorizes Mayor Jordan to sign a contract with Milestone Construction Company, LLC, a copy of which is attached to this Resolution, in the amount of $488,300.29 for the Happy Hollow Sidewalk Improvements Project, and further approves a project contingency in the amount of $50,000.00. Comments:Item cost includes construction contract plus the project contingency. Purchase Order Number: Change Order Number: Previous Ordinance or Resolution # Approval Date: Original Contract Number: 02053.5500 Project Number Budget Impact: Sidewalk Improvements Fund 2100 - Street Fund2100.410.5500-5814.00 Account Number Project Title City of Fayetteville Staff Review Form 2023-781 Item ID 6/6/2023 City Council Meeting Date - Agenda Item Only Approval of a construction contract in the amount of $488,300.29 with Milestone Construction Company, LLC. for the Happy Hollow Sidewalk Improvements Project, and approval of a $50,000.00 project contingency. N/A for Non-Agenda Item Action Recommendation: Submitted By Chris Brown ENGINEERING (621) Division / Department 5/17/2023 Submitted Date Yes 2,275,832.03$ 538,300.29$ V20221130 Budgeted Item? Does item have a direct cost? Is a Budget Adjustment attached? Total Amended Budget Expenses (Actual+Encum) Available Budget Item Cost Budget Adjustment Remaining Budget 2,630,610.00$ 354,777.97$ Yes No -$ 1,737,531.74$ Milestone Construction Company,LLC Bid 23-24 Addendum 2 Milestone Construction Company, LLC Milestone Construction Company, LLC Supplier Response Event Information Number:Bid 23-24 Addendum 2 Title:Construction - Happy Hollow Sidewalk Improvements Type:Invitation to Bid Issue Date:4/16/2023 Deadline:5/11/2023 02:00 PM (CT) Notes:The City of Fayetteville is accepting sealed bids from properly licensed firms for the construction of approximately 1,025 linear feet of 8 ft. sidewalk along Happy Hollow Road, north of 4th Street. In addition to sidewalk improvements, the project will include minor drainage improvements that consist of drop inlets and curb and gutter construction. Miscellaneous items include driveway construction and pavement restoration. Questions regarding this bid should be addressed to Amanda Beilfuss, Sr. Purchasing Agent at abeilfuss@fayetteville-ar.gov. Contact Information Contact:Amanda Beilfuss - Sr. Purchasing Agent Address:Purchasing City Hall Room 306 113 W. Mountain St. Fayetteville, AR 72701 Email:abeilfuss@fayetteville-ar.gov Vendor: Milestone Construction Company, LLC Bid 23-24 Addendum 2Page 1 of 5 pages Milestone Construction Company, LLC Information Contact:Erin Metcalf Address:2002 S. 48th Street Suite A Springdale, AR 72762 Phone:(479) 751-3560 x202 Fax:(479) 751-4841 Email:emetcalf@mstonecc.com Web Address:mstonecc.com By submitting your response, you certify that you are authorized to represent and bind your company. Erin Metcalf emetcalf@mstonecc.com Signature Email Submitted at 5/11/2023 11:09:03 AM (CT) Requested Attachments Bid 23-24, Required Signature Forms Happy Hollow Complete bid.pdf Please attach your completed forms. These documents can be found in the Project Manual or as a convenience file in the 'Attachments' tab titled File #00. Bid 23-24, Bid Bond Bid Bond- Happy Hollow.pdf Please attach a signed and completed copy of your bid bond. Bid bonds in the form of a cashier's check shall be delivered to City Hall, Purchasing Division before bid deadline and have a copy of the cashier's check uploaded with submittal. Bid Attributes 1 Arkansas Secretary of State Filing Number: 800044464 2 Arkansas Contractor License Number: 0156050424 3 Check Yes or No: Pursuant Arkansas Code Annotated §25-1-503, the Contractor agrees and certifies that they do not currently boycott Israel and will not boycott Israel during any time in which they are entering into, or while in contract, with any public entity as defined in §25-1-503. If at any time during contract the contractor decides to boycott Israel, the contractor must notify the contracted public entity in writing. Yes, I agree (Yes, I agree) No, I don't agree (No, I don't agree) 4 Addendum Acknowledgement By selecting "I agree", you acknowledge that you have read and understand any addendums that have been issued for this bid. I agree (I agree) Bid Lines Vendor: Milestone Construction Company, LLC Bid 23-24 Addendum 2Page 2 of 5 pages 1 Mobilization (Shall not exceed 5% of Total Bid) Quantity:1 UOM:LS Price:$19,329.70 Total:$19,329.70 2 Insurance and Bonding Quantity:1 UOM:LS Price:$27,043.40 Total:$27,043.40 3 Roadway Construction Control (Staking) Quantity:1 UOM:LS Price:$5,040.00 Total:$5,040.00 4 Act 291, 1993 Trench and Excavation Safety Systems Quantity:1 UOM:LS Price:$6,300.00 Total:$6,300.00 5 Erosion Control Quantity:1 UOM:LS Price:$20,600.00 Total:$20,600.00 6 Traffic Control and Maintenance Quantity:1 UOM:LS Price:$3,780.00 Total:$3,780.00 7 Clearing, Grubbing, & Demolition Quantity:1 UOM:LS Price:$25,074.00 Total:$25,074.00 8 Remove & Dispose Existing Curb and Gutter Quantity:12 UOM:LF Price:$36.75 Total:$441.00 9 Remove & Dispose Existing Concrete Pavement (Sidewalk, Driveways, etc..) Quantity:40 UOM:SY Price:$78.75 Total:$3,150.00 1 0 Remove & Dispose Existing Asphalt Pavement Quantity:180 UOM:SY Price:$45.50 Total:$8,190.00 1 1 Remove & Dispose Existing Storm Sewer System Quantity:1 UOM:LS Price:$8,064.00 Total:$8,064.00 1 2 Remove & Dispose Existing Drop Inlet Top and Reconstruct to Grade Quantity:1 UOM:LS Price:$6,300.00 Total:$6,300.00 1 3 Rock Excavation Quantity:10 UOM:CY Price:$441.00 Total:$4,410.00 1 4 Unclassified Excavation (Plan Quantity) Quantity:1000 UOM:CY Price:$7.56 Total:$7,560.00 1 5 Select Embankment (Plan Quantity) Quantity:190 UOM:CY Price:$94.50 Total:$17,955.00 1 6 Embankment (Plan Quanitity) Quantity:470 UOM:CY Price:$6.17 Total:$2,899.90 Vendor: Milestone Construction Company, LLC Bid 23-24 Addendum 2Page 3 of 5 pages 1 7 Subgrade Preparation (Plan Quantity) Quantity:277 UOM:SY Price:$27.30 Total:$7,562.10 1 8 4" Topsoil Placement Quantity:1100 UOM:SY Price:$6.75 Total:$7,425.00 1 9 Undercut and Backfill (As directed) Quantity:50 UOM:CY Price:$95.76 Total:$4,788.00 2 0 (6") Aggregate Base Course (Class 7) (Roadway) Quantity:200 UOM:SY Price:$20.16 Total:$4,032.00 2 1 Asphalt Concrete Patching for Maintenance of Traffic Quantity:25 UOM:TON Price:$226.80 Total:$5,670.00 2 2 Class 7 Base for Maintenance of Traffic Quantity:30 UOM:TON Price:$92.40 Total:$2,772.00 2 3 Concrete and Asphalt T-Patch Quantity:20 UOM:SY Price:$252.00 Total:$5,040.00 2 4 18" Concrete Curb and Gutter (Type A) w/ 6" Class 7 Base Quantity:995 UOM:LF Price:$30.24 Total:$30,088.80 2 5 4" Thick Concrete Sidewalk w/Class 7 Base Quantity:535 UOM:SY Price:$73.71 Total:$39,434.85 2 6 6" Concrete Sidewalk Turndown with curb and Handrail Quantity:10 UOM:LF Price:$226.80 Total:$2,268.00 2 7 6" Thick Concrete Sidewalk with 6" Class 7 Base Quantity:470 UOM:SY Price:$85.05 Total:$39,973.50 2 8 Connect New 18" RCP to Existing Drop Inlet Quantity:1 UOM:LS Price:$1,890.00 Total:$1,890.00 2 9 18" Reinforced Concrete Pipe Class III Quantity:157 UOM:LF Price:$69.58 Total:$10,924.06 3 0 24" Reinforced Concrete Pipe Class III Quantity:306 UOM:LF Price:$105.00 Total:$32,130.00 3 1 36" Reinforced Concrete Pipe Class III Quantity:136 UOM:LF Price:$351.00 Total:$47,736.00 3 2 36" Reinforced Concrete Pipe Class III (Under Pavement) Quantity:27 UOM:LF Price:$255.74 Total:$6,904.98 Vendor: Milestone Construction Company, LLC Bid 23-24 Addendum 2Page 4 of 5 pages 3 3 (4'x4') Drop Inlets (Type C) Quantity:4 UOM:EA Price:$7,560.00 Total:$30,240.00 3 4 (5'x5') Drop Inlets (Type C) Quantity:2 UOM:EA Price:$8,190.00 Total:$16,380.00 3 5 18" Concrete Flared End Section Quantity:1 UOM:EA Price:$756.00 Total:$756.00 3 6 36" Concrete Flared End Section Quantity:2 UOM:EA Price:$1,764.00 Total:$3,528.00 3 7 (4') Drop Inlet Extension Quantity:3 UOM:EA Price:$2,520.00 Total:$7,560.00 3 8 Rock Rip Rap (with Geotectile Fabric) Quantity:80 UOM:SY Price:$47.25 Total:$3,780.00 3 9 Solid Sod (Bermuda) Quantity:1100 UOM:SY Price:$5.10 Total:$5,610.00 4 0 Mailbox Assembly Quantity:3 UOM:EA Price:$210.00 Total:$630.00 4 1 Relocate Existing Water Meter Quantity:1 UOM:EA Price:$4,410.00 Total:$4,410.00 4 2 Construction Video & Photographs Quantity:1 UOM:LS Price:$630.00 Total:$630.00 Response Total: $488,300.29 Vendor: Milestone Construction Company, LLC Bid 23-24 Addendum 2Page 5 of 5 pages Total Line # Description QTY UOM Unit Extended Unit Extended Unit Extended 1 Mobilization (Shall not exceed 5% of Total Bid) 1 LS $19,329.70 $19,329.70 $17,110.00 $17,110.00 $31,625.00 $31,625.00 2 Insurance and Bonding 1 LS $27,043.40 $27,043.40 $8,430.00 $8,430.00 $17,875.00 $17,875.00 3 Roadway Construction Control (Staking) 1 LS $5,040.00 $5,040.00 $16,000.00 $16,000.00 $7,562.50 $7,562.50 4 Act 291, 1993 Trench and Excavation Safety Systems 1 LS $6,300.00 $6,300.00 $2,500.00 $2,500.00 $8,937.50 $8,937.50 5 Erosion Control 1 LS $20,600.00 $20,600.00 $10,000.00 $10,000.00 $9,793.75 $9,793.75 6 Traffic Control and Maintenance 1 LS $3,780.00 $3,780.00 $50,000.00 $50,000.00 $27,062.50 $27,062.50 7 Clearing, Grubbing, & Demolition 1 LS $25,074.00 $25,074.00 $22,500.00 $22,500.00 $41,520.00 $41,520.00 8 Remove Dispose Existing Curb and Gutter 12 LF $36.75 $441.00 $30.00 $360.00 $51.84 $622.08 9 Remove Dispose Existing Concrete Pavement (Sidewalk, Driveways, etc..) 40 SY $78.75 $3,150.00 $40.00 $1,600.00 $20.79 $831.60 10 Remove Dispose Existing Asphalt Pavement 180 SY $45.50 $8,190.00 $30.00 $5,400.00 $5.91 $1,063.80 11 Remove Dispose Existing Storm Sewer System 1 LS $8,064.00 $8,064.00 $15,000.00 $15,000.00 $6,925.00 $6,925.00 12 Remove Dispose Existing Drop Inlet Top and Reconstruct to Grade 1 LS $6,300.00 $6,300.00 $2,500.00 $2,500.00 $1,282.00 $1,282.00 13 Rock Excavation 10 CY $441.00 $4,410.00 $300.00 $3,000.00 $125.00 $1,250.00 14 Unclassified Excavation (Plan Quantity) 1000 CY $7.56 $7,560.00 $38.00 $38,000.00 $27.14 $27,140.00 15 Select Embankment (Plan Quantity) 190 CY $94.50 $17,955.00 $36.00 $6,840.00 $71.25 $13,537.50 16 Embankment (Plan Quanitity) 470 CY $6.17 $2,899.90 $36.00 $16,920.00 $70.07 $32,932.90 17 Subgrade Preparation (Plan Quantity) 277 SY $27.30 $7,562.10 $20.00 $5,540.00 $47.15 $13,060.55 18 4" Topsoil Placement 1100 SY $6.75 $7,425.00 $12.00 $13,200.00 $7.92 $8,712.00 19 Undercut and Backfill (As directed) 50 CY $95.76 $4,788.00 $65.00 $3,250.00 $114.94 $5,747.00 20 (6") Aggregate Base Course (Class 7) (Roadway) 200 SY $20.16 $4,032.00 $30.00 $6,000.00 $20.23 $4,046.00 21 Asphalt Concrete Patching for Maintenance of Traffic 25 TON $226.80 $5,670.00 $150.00 $3,750.00 $275.00 $6,875.00 22 Class 7 Base for Maintenance of Traffic 30 TON $92.40 $2,772.00 $30.00 $900.00 $63.32 $1,899.60 23 Concrete and Asphalt T‐Patch 20 SY $252.00 $5,040.00 $225.00 $4,500.00 $168.06 $3,361.20 24 18" Concrete Curb and Gutter (Type A) w/ 6" Class 7 Base 995 LF $30.24 $30,088.80 $34.00 $33,830.00 $39.11 $38,914.45 25 4" Thick Concrete Sidewalk w/Class 7 Base 535 SY $73.71 $39,434.85 $95.00 $50,825.00 $134.34 $71,871.90 26 6" Concrete Sidewalk Turndown with curb and Handrail 10 LF $226.80 $2,268.00 $250.00 $2,500.00 $625.50 $6,255.00 27 6" Thick Concrete Sidewalk with 6" Class 7 Base 470 SY $85.05 $39,973.50 $110.00 $51,700.00 $157.66 $74,100.20 28 Connect New 18" RCP to Existing Drop Inlet 1 LS $1,890.00 $1,890.00 $2,000.00 $2,000.00 $2,362.50 $2,362.50 29 18" Reinforced Concrete Pipe Class III 157 LF $69.58 $10,924.06 $108.00 $16,956.00 $145.58 $22,856.06 30 24" Reinforced Concrete Pipe Class III 306 LF $105.00 $32,130.00 $140.00 $42,840.00 $157.44 $48,176.64 31 36" Reinforced Concrete Pipe Class III 136 LF $351.00 $47,736.00 $370.00 $50,320.00 $223.99 $30,462.64 32 36" Reinforced Concrete Pipe Class III (Under Pavement) 27 LF $255.74 $6,904.98 $400.00 $10,800.00 $267.08 $7,211.16 33 (4'x4') Drop Inlets (Type C) 4 EA $7,560.00 $30,240.00 $4,500.00 $18,000.00 $16,590.63 $66,362.52 34 (5'x5') Drop Inlets (Type C) 2 EA $8,190.00 $16,380.00 $6,500.00 $13,000.00 $16,728.13 $33,456.26 35 18" Concrete Flared End Section 1 EA $756.00 $756.00 $1,500.00 $1,500.00 $624.38 $624.38 36 36" Concrete Flared End Section 2 EA $1,764.00 $3,528.00 $3,500.00 $7,000.00 $1,380.63 $2,761.26 37 (4') Drop Inlet Extension 3 EA $2,520.00 $7,560.00 $2,000.00 $6,000.00 $2,600.00 $7,800.00 38 Rock Rip Rap (with Geotectile Fabric) 80 SY $47.25 $3,780.00 $150.00 $12,000.00 $70.20 $5,616.00 39 Solid Sod (Bermuda) 1100 SY $5.10 $5,610.00 $8.00 $8,800.00 $26.19 $28,809.00 40 Mailbox Assembly 3 EA $210.00 $630.00 $400.00 $1,200.00 $973.75 $2,921.25 41 Relocate Existing Water Meter 1 EA $4,410.00 $4,410.00 $2,000.00 $2,000.00 $2,783.75 $2,783.75 42 Construction Video & Photographs 1 LS $630.00 $630.00 $3,000.00 $3,000.00 $6,875.00 $6,875.00 __________________________________________________________ Amanda Beilfuss, Sr. Purchasing Agent __________________________________________________________ Les McGaugh, Purchasing Director BID TABULATION Bid 23‐24, Construction ‐ Happy Hollow Sidewalk Improvements DEADLINE: Thursday, May 11, 2023 at 2:00 PM Certification of Funds: $600,000.00 ($750,000.00 total allowed) * NOTICE: Bid award is contingent upon vendor meeting minimum specifications and formal authorization by City Officials. Milestone Construction Company, LLC Sweetser Construction, Inc. Steep Creek LLC $733,882.45$587,571.00$488,300.29 City of Fayetteville HAPPY HOLLOW RD 2023 SIDEWALK IMPROVEMENTS CITY OF FAYETTEVILLE ARKANSAS PHONE: (479) 575-8206 FAX NO: (479) 575-8202 PROJECT: ENGR. No. 8126 ENGINEERING DIVISION www.fayetteville-ar.gov 113 W. MOUNTAIN STREET VICINITY MAP MAY 2023 PROJECT LOCATION VICINITY MAP MAY 2023 Bid No. 23-24 Original Signature on File at: City of Fayetteville Engineering Division 125 W Mountain Street Fayetteville, AR 72701 CITY OF FAYETTEVILLE ARKANSAS PHONE: (479) 575-8206 FAX NO: (479) 575-8202 PROJECT: ENGR. No. 8126 ENGINEERING DIVISION www.fayetteville-ar.gov 113 W. MOUNTAIN STREET HAPPY HOLLOW RD 2023 SIDEWALK IMPROVEMENTS City of Fayetteville M A TTHEW D . C A S EYNo. 10424 S T A T E OF PLAN INDEX SHEET NO.DESCRIPTION 1 2 4 5 6 7 8 3 GENERAL NOTES 9 10 XS STA: 6+75 TO 8+50 SITE KEY COVER SHEET XS STA: 0+00 TO 2+00 XS STA: 2+25 TO 4+25 XS STA: 4+50 TO 6+50 PROJECT LOCATIONPLAN STA: 4+75 TO 7+50 PLAN STA: 0+00 TO 2+25 PLAN STA: 2+25 TO 4+75 11 XS STA: 8+75 TO 10+25 12 HA P P Y H O L L O W R D 4TH ST PLAN STA: 7+50 TO 10+25 36" RCP PROFILE 13 STREET & DRIVEWAY DETAILS 14 SIDEWALK DETAILS 15 DRAINAGE DETAILS 16 DRAINAGE DETAILS 17 PAVEMENT REPAIR DETAILS 18 MAILBOX DETAILS 19 EROSION CONTROL DETAILS 20 HANDRAIL AND SIGN DETAILS 21 22 23 24 25 EROS. CONT. STA: 7+50 TO 10+25 EROS. CONT. STA: 0+00 TO 2+25 EROS. CONT. STA: 2+25 TO 4+75 EROS. CONT. STA: 4+50 TO 6+50 Overhead Electric Curb & Gutter Utility Easement Drainage Easement Fence Centerline Road Underground Electric Temporary Construction Easement Tree Protection Fencing Underground Telephone Underground Television Sanitary Sewer (size noted) Waterline (size noted) Right of Way EXISTING LINETYPES PROPOSED Gas Line Fire Hydrant Assembly (Exist.) Sanitary Sewer Manhole (Exist.) Power Pole Gas Meter Water Meter (Exist) Water Valve (Exist.) Telephone Riser PP Tree SYMBOLS LEGEND TCE GAS OHE UGE UGT TV R/W W-12 GM UE UE R/W DE Storm Sewer Stucture TPF WM UGC Underground Cable UGFO Underground Fiber Optics Existing Line to be Abandoned W-12 S-8 Water Valve (Prop.) Fire Hydrant Assembly (Prop.) PL Property Line SURVEY CONTROL TABLE HAPPY HOLLOW RD 2023 SIDEWALK S WM Water Meter (Prop. TR SW Storm Pipe FD French Drain M A TTHEW D . C A S EYNo. 10424 S T A T E OF COX COMMUNICATIONS CHAD HODGE PROJECT MANAGER OFFICE PHONE: 479-717-3607 EMAIL: CHAD.HODGE@COX.COM UTILITY CONTACTS AT&T JEFF HAMILTON ENGINEER OFFICE PHONE: 479-442-3107 EMAIL: JH5430@ATT.COM BLACK HILLS ENERGY DON BRADSHAW FIELD COORDINATOR OFFICE PHONE: 479-435-1755 EMAIL: DONALD.BRADSHAW@ BLACKHILLSCORP.COM SWEPCO ELECTRIC JOHN LE DISTRIBUTION ENGINEER WORK PHONE: 479-879-0873 EMAIL: TTLE@AEP.COM CITY OF FAYETTEVILLE CONTACTS MATT CASEY ENGINEERING DESIGN MANAGER OFFICE PHONE: 479-444-3429 EMAIL: MCASEY@FAYETTEVILLE-AR.GOV MATT BLANCHARD STAFF ENGINEER OFFICE PHONE: 479-575-8205 EMAIL: MBLANCHARD@FAYETTEVILLE-AR.GOV RYAN TRENHOLM PUBLIC WORKS INSPECTOR CELL PHONE: 479-601-3512 EMAIL: RYTRENHOLM@FAYETTEVILLE-AR.GOV JOSH BOCCACCIO DEVELOPMENT & CONSTRUCTION MANAGER OFFICE PHONE: 479-444-3424 EMAIL: JBOCCACIO@FAYETTEVILLE-AR.GOV FAYETTEVILLE WATER & SEWER MARK ROGERS OPERATIONS MANAGER OFFICE PHONE: 479-575-8392 EMAIL: MROGERS@FAYETTEVILLE-AR.GOV GENERAL NOTES: 1.THE CONTRACTOR IS TO CHECK AND VERIFY ALL MEASUREMENTS, DIMENSIONS, LEVELS, PLAN ELEVATIONS, INVERTS, ETC. BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK, AND IS TO BE RESPONSIBLE FOR THE SAME. REMEDIAL WORK RESULTING FROM LACK OF VERIFICATIONS WILL BE AT THE CONTRACTOR'S EXPENSE. 2.ALL ROADWAY CUTS SHALL BE TEMPORARILY OR PERMANENTLY REPAIRED WITHIN 24 HOURS OF COMPLETION OF TRENCH BACKFILL. 3.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE DAMAGE OR LOSS OF ANY REFERENCE POINTS AND HUBS DURING THE CONSTRUCTION OF HIS/HER WORK, AND SHALL BEAR THE COST OF REPLACING SAME. 4.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, AND THE REQUIREMENTS AND STANDARDS OF LOCAL GOVERNING AUTHORITY. CARE SHALL BE TAKEN TO PROTECT ANY UTILITIES, TREES, ETC. WHICH ARE TO REMAIN AND NOT TO BE DISTURBED BY THE CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO SUCH PROPERTY. 5.PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL THE PLANS AND OTHER DOCUMENTS APPROVED BY ALL THE PERMITTING AUTHORITIES. 6.THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL NECESSARY TEMPORARY WORKS FOR THE PROTECTION OF THE WORK AND THE PUBLIC, INCLUDING BARRICADES, WARNING SIGN, LIGHTS OR OTHER DEVICES SOLELY AT THE DETERMINATION OF THE CONTRACTOR. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE PREMISES OR ADJACENT PROPERTY PREMISES, OR INJURIES TO THE PUBLIC DURING THE CONSTRUCTION OF THE WORK, WHETHER CAUSED BY THE CONTRACTOR, SUBCONTRACTORS, OR THE CARELESSNESS OF ANY OF THEIR EMPLOYEES. 8.ALL PAY ITEMS HAVE BEEN EXPLICITLY SET FORTH AS SUCH IN THE PROPOSAL, ALL OTHER ITEMS OF COST ARE TO BE INCLUDED IN THE PRICE OF THE ITEMS ACTUALLY BID UPON. 9.THE CONTRACTOR SHALL PROVIDE SUCH BRACING, SHEETING AND SHORING, BLASTING PROTECTION, WARNING LIGHTS, AND BARRICADES, ETC. AS MAY BE NECESSARY FOR THE PROTECTION OF LIFE AND PROPERTY FOR EMPLOYEES AND THE GENERAL PUBLIC. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY STATUTES AND RULES REQUIRING CERTAIN PROTECTIVE PERSONAL APPAREL SUCH AS HARD HATS, EAR PLUGS, EYE SHIELD, PROTECTIVE SHOES, ETC. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY OR LIABILITY FOR ACTIONS TAKEN BY THE CONTRACTOR WHICH ENDANGER LIFE AND PROPERTY. 10.ANY FOREIGN ITEM FOUND DURING CONSTRUCTION IS THE PROPERTY OF THE LAND OWNER. THIS INCLUDES, BUT IS NOT LIMITED TO, PRECIOUS METALS, COINS, PAPER CURRENCY, ARTIFACTS AND ANTIQUES. 11.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE NEW WORK SHALL FIT INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE DORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA. 12.THE CONTRACTOR SHALL MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. DAILY AND MORE OFTEN IF NECESSARY, INSPECT AND PICK UP ALL SCRAP, DEBRIS, AND WASTE MATERIAL. 13.THE CONTRACTOR SHALL PROVIDE PROTECTION TO ALL FINISHED WORK. MAINTAIN SURFACES CLEAN, UNMARRED, AND SUITABLY PROTECTED UNTIL ACCEPTANCE BY THE OWNER. 14.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL CLEAN THE PAVED AREAS PRIOR TO REMOVAL OF TEMPORARY SEDIMENT CONTROLS, AS DIRECTED BY THE CITY AND/OR CONSTRUCTION/PROJECT MANAGER. IF POWER WASHING IS USED, NO SEDIMENT LADEN WATER SHALL BE WASHED INTO THE STORM SYSTEM. ALL SEDIMENT LADEN MATERIAL ON PAVEMENT OR WITHIN THE STORM SYSTEM SHALL BE COLLECTED AND REMOVED FROM THE THE SITE AT CONTRACTOR'S EXPENSE. 15.CONTRACTOR SHALL AT ALL TIMES ENSURE THAT SWPPP MEASURES PROTECTING EXISTING DRAINAGE FACILITIES BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY PHASE OF THE SITE CONSTRUCTION NOR LAND ALTERATION. 16.THE CONTRACTOR SHALL PERFORM ALL QUANTITY TAKEOFFS REQUIRED FOR BIDDING AND CONSTRUCTION OF THIS PROJECT. 17.EXCAVATED AREAS SHALL BE PROTECTED & SIGNED IN SUCH A WAY TO NOTIFY AND PREVENT THE PUBLIC FROM ENTERING. 18.ACCESS TO DRIVEWAYS AND MAILBOXES SHALL BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION OF THIS PROJECT. GRADING: 1.UNSUITABLE SOILS SHALL BE UNIFORMLY SPREAD ACROSS NON-STRUCTURAL FILL AREAS, COVERED WITH TOPSOIL, AND VEGETATED PER DRAWINGS. 2.FILL AREAS SHALL BE PROOF-ROLLED WITH RUBBER TIRED EQUIPMENT A MINIMUM WEIGHT OF 15 TONS PRIOR TO BEGINNING FILL OPERATION. AREAS WHICH ARE SOFT OR UNSTABLE SHALL BE UNDERCUT UNTIL STABLE SOILS ARE FOUND. 3.FILL AREAS SHALL BE RAISED IN LIFTS NOT EXCEEDING 8". 4.FILL AREAS SHALL BE COMPACTED WITH PROPER EQUIPMENT SUITABLE FOR THE SITUATION AND ENVIRONMENT. 5.FILL AREAS SHALL BE FINISH GRADED TO PROVIDE AN ACCEPTABLE SUBGRADE TO APPLY SEED AND MULCH. 6.ALL AREAS WILL BE GRADED TO PROVIDE PROPER DRAINAGE AND PREVENT STANDING WATER. 7.ALL FILL AND CUT SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED ON THE PLANS. 8.STRIP, STOCKPILE AND REPLACE TOPSOIL IN DISTURBED AREAS, ANY STORED TOPSOIL MUST BE SURROUNDED BY SILT FENCE. 9.THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL VEGETATED AREAS WITHIN THE CONSTRUCTION LIMITS BY WAY OF WATERING, FERTILIZING, MULCHING, AND MOWING UNTIL APPROVED AND ACCEPTED BY THE OWNER. UTILITIES: 1.UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED BY THE OWNER. BEFORE YOU DIG CALL 811 TO HAVE EXISTING UTILITIES MARKED. 2.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXITING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND UTILITIES TO REMAIN. CLEARING AND GRUBBING: 1.DO NOT EXCEED CLEARING AND GRUBBING LIMITS OF CONSTRUCTION LINES INDICATED ON THE PLANS. 2.ALL AREAS OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE CROSSED BY HEAVY EQUIPMENT OR USED FOR STORING HEAVY EQUIPMENT OR MATERIALS. 3.NO EQUIPMENT SHALL BE STORED UNDER THE DRIP LINE OF ANY TREES TO REMAIN. 4.DO NOT PUSH PILES OR DEBRIS AGAINST TREES TO REMAIN. 5.REMOVE ALL STUMPS, ROCKS, ASPHALT AND CONCRETE DEBRIS, ETC. WITHIN CLEARING LIMITS AND DISPOSE OFF SITE IN ACCORDANCE WITH LOCAL, COUNTY , STATE AND FEDERAL REGULATIONS . 6.CONTACT ALL UTILITIES LOCATED WITHIN THE CLEARING AND GRUBBING LIMITS. 7.PRIOR TO CLEARING AND GRUBBING ALL EROSION CONTROL MEASURES SHALL BE INSTALLED. 8.COORDINATE ALL BURNING ACTIVITIES WITH FAYETTEVILLE FIRE DEPARTMENT. OZARKS ELECTRIC LONNIE GRANT STAKING TECH. III WORK PHONE: 479-684-4691 CELL: 479-267-8563 EMAIL: LGRANT@OZARKSECC.COM EROSION CONTROL NOTES: 1. THE SWPPP MUST REMAIN ON SITE AT ALL TIMES. 2. BMP'S SHALL BE IMPLEMENTED TO PREVENT THE RELEASE OF AIRBORNE DUST AND WATERBORNE SEDIMENT FROM CONSTRUCTION SITES. DISTURBED AREAS SHALL BE MINIMIZED, DISTURBED SOIL AND CONSTRUCTION SITE ENTRANCES/EXITS SHALL BE MANAGED TO PREVENT SEDIMENT TRACKING. STREETS AND STORM INLETS MUST BE KEPT CLEAN AT ALL TIMES AND FREE OF LOOSE ROCK, MUD, DEBRIS, AND TRASH. MUD ON THE STREETS MUST BE PHYSICALLY REMOVED AND NOT WASHED OFF. 3. CONSTRUCTION ACTIVITIES SHALL BE MAINTAINED SO THAT ADJACENT PROPERTIES ARE NOT UNREASONABLY BURDENED WITH SURFACE WATERS AS A RESULT OF SUCH DEVELOPMENT. MORE SPECIFICALLY, NEW DEVELOPMENT MAY NOT UNREASONABLY IMPEDE WATER RUNOFF FROM HIGHER PROPERTIES NOR MAY IN UNREASONABLY CHANNEL WATER TO LOWER PROPERTIES. 4. LAND SHALL BE REVEGETATED AND RESTORED AS CLOSE TO ITS ORIGINAL CONDITIONS SO FAR AS TO MINIMIZE RUNOFF AND EROSION ARE CONCERNED. 5. A RECORD OF THE DATES WHEN GRADING ACTIVITIES OCCUR, WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE, AND WHEN STABILIZATION MEASURES ARE INITIATED SHALL BE INCLUDED IN THE EROSION AND SEDIMENT CONTROL PLAN. EXCEPT IN (A) AND (B) BELOW, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. (A). WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 14TH DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASES IS PRECLUDED BY SNOW COVER, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE. (B). WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN 21 DAYS FROM WHEN ACTIVITIES CEASED, (E.G. THE TOTAL TIME PERIOD THAT CONSTRUCTION ACTIVITY IS TEMPORARILY CEASED IS LESS THAN 21 DAYS) THEN STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE BY THE 14TH DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY CEASED. (C). STABILIZATION PRACTICES MAY INCLUDE: TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, GEOTEXTILES, SOD STABILIZATION, PROTECTION OF TREES, AND PRESERVATION OF MATURE VEGETATION AND OTHER APPROPRIATE MEASURES. 6. EXCAVATION MATERIAL SHALL NOT BE DEPOSITED IN OR SO NEAR STREAMS AND OTHER STORMWATER DRAINAGE SYSTEMS WHERE IT MAY BE WASHED DOWNSTREAM BY HIGH WATER OR RUNOFF. ALL EXCAVATION MATERIAL SHALL BE STABILIZED IMMEDIATELY WITH EROSION CONTROL MEASURES. 7. DEBRIS, MUD, AND SOIL IN PUBLIC STREETS SHALL NOT BE ALLOWED ON PUBLIC STREETS BUT IF ANY DEBRIS, MUD, OR SOIL FROM THE SITE REACHES THE PUBLIC STREET IT SHALL BE IMMEDIATELY REMOVED VIA SWEEPING OR OTHER METHODS OF PHYSICAL REMOVAL. DEBRIS, MUD, OR SOIL IN THE STREET MAY NOT BE WASHED OFF THE STREET OR WASHED INTO THE STORM DRAINAGE SYSTEM. 8. ALL STORAGE PILES OF SOIL, DIRT OR OTHER BUILDING MATERIALS SHALL BE LOCATED MORE THAN 25 FEET FROM ROADWAY, DRAINAGE CHANNEL OR STREAM, WETLAND, AND STORMWATER FACILITY. 9. CONCRETE TRUCK WASH AREAS. NO WASHING OF CONCRETE TRUCKS OR CHUTES IS ALLOWED EXCEPT IN PROPERLY LOCATED AND CONSTRUCTED CONCRETE WASH PITS. PROPER RUNOFF AND EROSION CONTROLS MUST BE IN PLACE TO RETAIN ALL CONCRETE WASH WATER. 10. DEWATERING. ALL RAINWATER PUMPED OUT OF SUMPS AND DEPRESSIONS ON CONSTRUCTION SITES SHOULD BE CLEAR AND FREE OF SEDIMENT. 11. PUBLIC STREETS AND SIDEWALKS SHALL NOT BE USED FOR TEMPORARY STORAGE OF ANY CONTAINERS OR CONSTRUCTION MATERIALS, ESPECIALLY LOOSE GRAVEL AND TOPSOIL. 12. TOPSOIL PILES SURFACES MUST BE IMMEDIATELY STABILIZED WITH APPROPRIATE STABILIZATION. 13. THE MAIN CONTRACTOR ONSITE WILL BE RESPONSIBLE FOR RESTORING ALL EROSION AND SEDIMENT CONTROL SYSTEMS AND PUBLIC INFRASTRUCTURE DAMAGED OR DISTURBED BY UNDERGROUND PRIVATE OR FRANCHISE UTILITY CONSTRUCTION SUCH AS WATER AND SEWER SERVICE LEADS, TELEPHONE, GAS, CABLE, ETC. EROSION AND SEDIMENT CONTROL SYSTEMS MUST BE IMMEDIATELY RESTORED AFTER EACH UTILITY CONSTRUCTION. 14. TOPSOIL: A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE REQUIRED IN AREAS TO BE REVEGETATED. ANY APPLICATION OF TOPSOIL AND SEEDING UNDER THE DRIP LINE OF A TREE SHOULD BE MINIMIZED TO 3 INCHES SO AS NOT TO DAMAGE THE ROOT SYSTEM OF THE TREE. 15. 10:1 UP TO 4:1 GRADE: REVEGETATION SHALL BE A MINIMUM OF HYDRO-SEEDING WITH MULCH AND FERTILIZER, OR STAKED SOD, OR GROUNDCOVER. SAID PLANTING SHALL PROVIDE COMPLETE AND UNIFORM COVERAGE THAT MINIMIZES EROSION AND RUNOFF IN NO MORE THAN TWO GROWING SEASONS. 16. 4:1 AND 3:1 GRADE: THE SLOPE SHALL BE COVERED WITH LANDSCAPE FABRIC AND HYDRO -SEEDED WITH MULCH AND FERTILIZER OR STAKED SOD GROUNDCOVER. SAID PLANTING SHALL PROVIDE COMPLETE AND UNIFORM COVERAGE IN NO MORE THAN TWO GROWING SEASONS. 17. SPILL PREVENTION AND CONTROL: THE CONTRACTOR SHALL EMPLOY BEST MANAGEMENT PRACTICES TO PREVENT POLLUTION BY SPILLS. POLLUTANTS SUCH AS CHEMICALS, FUELS, LUBRICANTS, ASPHALT, RAW SEWAGE, CONCRETE DRUM WASH WATER, AND OTHER HARMFUL WASTES SHALL NOT BE DISCHARGED INTO OR ALONG SIDE ANY WATERS OF THE UNITED STATES, BUT SHALL BE DISPOSED OF IN ACCORDANCE WITH GOVERNING STATE AND FEDERAL REGULATIONS. STORAGE OF THESE MATERIALS SHALL NOT BE ALLOWED WITHIN 100 FEET OF A WETLAND OR WATERBODY. (ATHD 110.06) 18. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL VEGETATED AREAS WITHIN THE CONSTRUCTION LIMITS BY WAY OF WATERING, FERTILIZING, MULCHING, AND MOWING UNTIL APPROVED AND ACCEPTED BY THE OWNER. Point # 1 2 3 Northing 634727.80 635113.14 635532.91 Easting 681106.02 681127.66 681128.09 Elevation 1268.44 1284..17 1306.49 Description MAG IN TIN MAG IN TIN MAG IN TIN EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S GE N E R A L N O T E S A N D L E G E N D BID SET 2 MAY 3, 2023 DE R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W CP-3 TCE TC E W- 8 W- 8 W- 8 W- 8 W-8 W-8 R/W R/W R/W R/W R/W R/W R/W R/W TCE R/W R/W R/W R/W R/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L R/W R/W R/W R/W R/W R/W R/W R/W TCE TCE TCE TCE TCE TCE TCE TCE TCE TC E TCE P/ L P/ L P/ L P/ L R/W R/W R/W R/W R/W R/W R/W DE DE DE DE DE CP-2CP-1 3 M a y 0 3 , 2 0 2 3 CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S SI T E P L A N K E Y Scale: 1" = 80' 80 0 80 M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S SHEET 4 MAY 3, 2023 SHEET 5 SHEET 6 HAPPY HOLLOW RD 4T H S T SHEET 7 BID SET OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHER/W R/W R/W R/W R/W R/W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W GM COM GM GMWM GM COM WM Gy PP S PP Gy Gy TC E TC E TC E TCE TCE TCE TC E TC E TCE TC E GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GAS GA S GA S GA S GA S GA S GAS GAS XX X X X X PHN PHN PHN PHN PHN P H N P H N P H N P H N P H N PHN PHN PHN PHN PHN PHN PHN PHN PHN PHN PHN PHN PHN PHN PH N PH N PH N S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 W- 8 W- 8 W-8 W-8 W-8 W-8 W-8 W-8 W-8 W-8 W-8 W-8 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 WS WS WS WS WS 0+00 1+00 2+00 1270 1269 1 2 6 5 1 2 6 5 1267 126 8 1271 12 7 0 1 2 6 4 1 2 6 6 12 6 5 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WGA S GA S GA S 1268 126 4 12 6 3 12 6 7 126 5 127 1 12 7 2 20' 28' P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L R/W TCE TCE R3.5' R9.5' R3.5' INSTALL 39' of 18" RCP @ 1.12% & CONNECT TO EX. DROP INLET 11' 6' 6' P/ L P/ L P/ L P/ L 12709' 19.8' 24.6' 20'24' 7.5' 24' O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE O H E O H E O H E PROTECT EX. TREE REMOVE & DISPOSE OF EX. TREE REMOVE & DISPOSE OF EX. TREES SAWCUT EXISTING ASPHALT PAVEMENT AND CONSTRUCT CURB AND GUTTER REMOVE & DISPOSE OF EX. 18" RCP CONSTRUCT RESIDENTIAL DRIVEWAY APRON SAWCUT & REMOVE EX. CURB & SIDEWALK REPLACE MAILBOX GRADE TO DRAIN CONSTRUCT RESIDENTIAL DRIVEWAY CONSTRUCT 6' SIDEWALK CONSTRUCT CONCRETE RESIDENTIAL DRIVEWAY APRON REMOVE INLET TOP AND RECONSTRUCT RELOCATE BUS STOP SIGN CONSTRUCT CONCRETE BUS BOARDING PAD EX. DI-1 4' X 4' BOX STA:0+48.23 OFF:-15.69L RIM:1266.83 INV IN N:1264.45 INV OUT S:1264.45 INSTALL DI-3 4' X 4' BOX STA:0+91.41 OFF:-14.30L RIM:1268.30 INV OUT S:1264.93 MATHIS, SHANNON & CINCY 765-14354-002 1824 E 4TH ST KING, ALBERT E & GLORIA ANN 765-14303-000 401 S HAPPY HOLLOW RD MATHIS, SHANNON & CINCY 765-14317-000 1125 E 4TH ST BLAKE, MARLA ANNE; BLAKE, STEPHEN W 765-14325-000 1255 1260 1265 1270 1275 1280 1285 1255 1260 1265 1270 1275 1280 1285 0+00 12 6 5 . 0 3 0+25 12 6 6 . 0 9 0+50 12 6 7 . 5 1 12 6 7 . 2 0 0+75 12 6 7 . 6 4 12 6 7 . 9 4 1+00 12 6 8 . 0 2 12 6 8 . 5 4 1+25 12 6 8 . 8 5 12 6 8 . 9 3 1+50 12 6 9 . 3 2 12 6 9 . 3 1 1+75 12 6 8 . 7 8 12 6 9 . 3 5 2+00 12 6 8 . 0 9 12 6 9 . 3 5 2+25 12 6 7 . 9 9 12 6 9 . 3 4 EX. DI-1 4' X 4' BOX STA:0+48.23 OFF:-15.69L RIM:1266.83 INV IN N:1264.45 INV OUT S:1264.45 39' of 18" RCP @ 1.12% INSTALL DI-3 4' X 4' BOX STA:0+91.41 OFF:-14.30L RIM:1268.30 INV OUT S:1264.93 EX. GRADE AT ROAD CL EX. GRADE AT PROP. SW CL FINISHED GRADE AT PROP. SW CL 4 M a y 0 3 , 2 0 2 3 CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S ST A : 0 + 0 0 T O + 2 + 2 5 Scale: 1" = 20' 20 0 20 M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S MA T C H L I N E ST A : 2 + 2 5 MAY 3, 2023 4T H S T HAPPY HOLLOW RD BID SET OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WM S S Gy Gy PP PP GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS X X X X XXXXXXXXXXXX S-6 S-6 S-6 S-6 S-6 S-6 S-6 S- 6 S- 6 S- 6 S- 6 S- 6 S- 6 S- 6 S- 6 S- 6 S- 6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 WS WS WS WS WS WS WS WS WS WS WS 3+00 4+00 1268 1271 1272 1270 1269 12 7 0 1 2 7 2 1 2 7 3 1 2 7 3 1 2 7 2 1 2 7 1 1271 1270 1265 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W TC E TCE TCE TCE TC E 1271 1272 1273 INSTALL 111' of 18" RCP @ 1.15% 6' 6'7' of 18" RCP @ 19.64% INSTALL 128' of 36" RCP @ 4.92% R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE 11' 1270 12 6 5 1 2 6 7 20' 14' INSTALL 27' of 36" RCP @ 1.05% 12 6 6 18' 13.5' 126 7 1269 DEDE REMOVE & DISPOSE OF EX. TREES REMOVE & DISPOSE OF EX. 24" HDPE REMOVE & DISPOSE OF 18" HDPE CONSTRUCT CONCRETE RESIDENTIAL DRIVEWAY CONSTRUCT CONCRETE RESIDENTIAL DRIVEWAY INSTALL T-PATCH REMOVE & DISPOSE OF EX. TREES REMOVE & DISPOSE OF EX. TREES INSTALL 18" FES FL 1268.00 & 26 SY RIPRAP PAD SAWCUT EXISTING ASPHALT PAVEMENT AND CONSTRUCT CURB AND GUTTER INSTALL 36" FES FL 1264.43 & 54 SY RIPRAP PAD REMOVE & DISPOSE OF EX. 30" CMP REPLACE MAILBOX CONSTRUCT 10 LF 8" SIDEWALK TURNDOWN WITH TYPE I HANDRAIL REMOVE & DISPOSE OF EX. FENCEINSTALL DI-2 4' X 4' BOX STA:2+59.09 OFF:-13.50L RIM:1269.36 INV OUT N:1266.15 INSTALL DI-4 5' X 5' BOX STA:3+74.44 OFF:-13.47L RIM:1270.39 INV IN N:1264.82 INV IN S:1264.82 INV IN W:1264.82 INV OUT E:1264.82 CP-1 REMOVE & DISPOSE OF EX. 24" CPP 293 S HAPPY HOLLOW RD SUTTLE, JOSEPH CLAYTON & MEREDITH M 765-14320-004 380 S HAPPY HOLLOW RD NEMESI, MICHAEL VINCENT & ELAINE CLARE 765-14305-004 S HAPPY HOLLOW RD COODY, CHARLES DANIEL & DEBORAH M 765-14320-000 312 S HAPPY HOLLOW RD BUONAIUTO, ZOE R 765-14305-000 324 S HAPPY HOLLOW RD DRAKE, CHRISTOPHER D 765-14306-000 325 S HAPPY HOLLOW RD HARBERS, CLAYTON A & KARA E 765-14337-000 1265 1255 1260 1265 1270 1275 1280 1285 1255 1260 1265 1270 1275 1280 1285 2+25 12 6 7 . 9 9 12 6 9 . 3 4 2+50 12 6 8 . 1 6 12 6 9 . 3 8 2+75 12 6 9 . 0 3 12 6 9 . 3 7 3+00 12 6 9 . 1 0 12 6 9 . 4 1 3+25 12 6 9 . 0 8 12 6 9 . 4 4 3+50 12 6 9 . 4 7 12 6 9 . 9 4 3+75 12 6 8 . 6 3 12 7 0 . 5 4 4+00 12 6 8 . 2 5 12 7 1 . 0 9 4+25 12 7 1 . 1 3 12 7 2 . 0 3 4+50 12 7 0 . 2 0 12 7 3 . 1 0 4+75 12 7 1 . 9 8 12 7 4 . 3 7 111' of 18" RCP @ 1.15% INSTALL DI-4 5' X 5' BOX STA:3+74.44 OFF:-13.47L RIM:1270.39 INV IN N:1264.82 INV IN S:1264.82 INV IN W:1264.82 INV OUT E:1264.82 128' of 36" RCP @ 4 . 9 2 % INSTALL DI-2 4' X 4' BOX STA:2+59.09 OFF:-13.50L RIM:1269.36 INV OUT N:1266.15 EX. 8"SS EX. GRADE AT PROP. SW CL FINISHED GRADE AT PROP. SW CL EX. GRADE AT ROAD CL 5 M a y 0 3 , 2 0 2 3 CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S ST A : 2 + 2 5 T O + 4 + 7 5 Scale: 1" = 20' 20 0 20 M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S MA T C H L I N E ST A : 4 + 7 5 MAY 3, 2023 MA T C H L I N E ST A : 2 + 2 5 HAPPY HOLLOW RD BID SET 1265 1270 1275 1280 1285 1290 1265 1270 1275 1280 1285 1290 4+75 12 7 1 . 9 8 12 7 4 . 3 7 5+00 12 7 4 . 0 9 12 7 5 . 6 3 5+25 12 7 5 . 8 4 12 7 6 . 9 2 5+50 12 7 6 . 9 1 12 7 8 . 2 3 5+75 12 7 8 . 2 3 12 7 9 . 5 3 6+00 12 7 9 . 8 2 12 8 0 . 6 9 6+25 12 8 1 . 7 1 12 8 1 . 8 8 6+50 12 8 2 . 3 1 12 8 3 . 1 3 6+75 12 8 3 . 6 3 12 8 4 . 5 7 7+00 12 8 5 . 3 9 12 8 6 . 1 6 7+25 12 8 6 . 9 9 12 8 7 . 5 7 7+50 12 8 7 . 4 0 12 8 8 . 9 8 197' of 24" RCP @ 6 . 1 1 % 109' of 24" RCP @ 5 . 4 2 % INSTALL DI-6 4' X 4' BOX STA:6+20.85 OFF:-13.56L RIM:1281.56 INV IN N:1277.50 INV OUT S:1277.50 INSTALL DI-5 5' X 5' BOX STA:5+07.78 OFF:-13.89L RIM:1275.92 INV IN N:1271.36 INV IN W:1271.36 INV OUT S:1271.36 FINISHED GRADE AT CL OF SW EX. GRADE AT CL OF SW EX. GRADE AT CL OF ROAD OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WM S WM COM ER PP PP GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 WS WS WS WS WS WS 5+00 6+00 7+00 1 2 7 4 1 2 7 5 1 2 7 6 1 2 7 7 1 2 7 8 1 2 7 9 1 2 8 0 1 2 8 1 1 2 8 2 12 8 3 1 2 8 4 1 2 8 5 1 2 8 6 1 2 8 7 1 2 8 8 12 8 8 1 2 8 9 1 2 8 7 1286 1285 128 4 12 8 3 128 2 12 8 1 1280 1279 127 8 127 7127 6 12 7 5 12 7 4 12 7 5 1 2 7 5 1 2 7 4 1 2 7 3 INSTALL 109' of 24" RCP @ 5.42% 1276 1277 8' of 36" RCP @ 11.97% INSTALL 197' of 24" RCP @ 6.11% R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L R/W R/W R/W R/W TC E TC E TCE TCE TC E TCE TCE 11' 6' 6' 18.8' 10' 11' 1 2 8 5 1 2 8 0 4.9'5.3'6' 1 2 7 5 R/W R/W R/W REMOVE & DISPOSE OF EX. TREES REMOVE & DISPOSE OF EX. TREES RELOCATE COMM RISER BY OTHERS REMOVE & DISPOSE OF EX. TREES PROTECT TREES SAWCUT EXISTING ASPHALT PAVEMENT AND CONSTRUCT CURB AND GUTTER INSTALL 36" FES FL 1272.00 PROTECT EX. ROCK WALL REMOVE & DISPOSE OF EX. 15" RCP COSNTRUCT RESIDENTIAL DRIVEWAYINSTALL DI-6 4' X 4' BOX W/ 4' EXTENSION STA:6+20.85 OFF:-13.56L RIM:1281.56 INV IN N:1277.50 INV OUT S:1277.50 INSTALL DI-5 5' X 5' BOX W/ 4' EXTENSION STA:5+07.78 OFF:-13.89L RIM:1275.92 INV IN N:1271.36 INV IN W:1271.36 INV OUT S:1271.36 CP-2 293 S HAPPY HOLLOW RD SUTTLE, JOSEPH CLAYTON & MEREDITH M 765-14320-004 S HAPPY HOLLOW RD SUTTLE, JOSEPH CLAYTON & MEREDITH M 765-14320-002 356 S HAPPY HOLLOW RD HOFER, CLINT & MONICA 765-14305-002 S HAPPY HOLLOW RD SUTTLE, JOSEPH CLAYTON & MEREDITH M 765-14320-003 368 S HAPPY HOLLOW RD HOFER, CLINT & MONICA 765-14305-003 NEMESI, MICHAEL VINCENT & ELAINE CLARE 6 M a y 0 3 , 2 0 2 3 CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S ST A : 4 + 7 5 T O 7 + 5 0 Scale: 1" = 20' 20 0 20 M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S MA T C H L I N E ST A : 5 + 0 0 MAY 3, 2023 MA T C H L I N E ST A : 7 + 5 0 HAPPY HOLLOW RD BID SET 1285 1290 1295 1300 1305 1310 1315 1285 1290 1295 1300 1305 1310 1315 7+50 12 8 7 . 4 0 12 8 8 . 9 8 7+75 12 8 9 . 1 2 12 9 0 . 4 8 8+00 12 9 0 . 9 2 12 9 2 . 1 7 8+25 12 9 2 . 6 6 12 9 3 . 9 2 8+50 12 9 4 . 8 7 12 9 6 . 1 3 8+75 12 9 7 . 7 5 12 9 8 . 3 2 9+00 12 9 9 . 3 0 13 0 0 . 7 2 9+25 13 0 1 . 8 0 13 0 3 . 0 2 9+50 13 0 5 . 4 8 13 0 5 . 2 3 9+75 13 0 6 . 7 6 13 0 6 . 5 6 10+00 13 0 8 . 8 6 13 0 7 . 6 9 10+25 13 0 8 . 6 4 13 0 8 . 4 2 10+30 13 0 8 . 4 4 INSTALL DI-7 4' X 4' BOX STA:8+21.41 OFF:-13.53L RIM:1293.67 INV OUT S:1289.75 FINISHED GRADE AT CL OF SW EX. GRADE AT CL OF SW EX. GRADE AT CL OF ROAD OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W GM WM COM WM GM WM COM WM S co PP Gy Gy GAS GAS GA S GA S GA S GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GA S GA S GA S GAS GAS GAS GAS G A S GAS S-6 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 WS WS WS WS WS 8+00 9+00 10+00 10+37 1309 1310 1311 1312 1313 1 2 8 8 1 2 8 9 1 2 9 0 1 2 9 1 1 2 9 2 1 2 9 4 1 2 9 5 1 2 9 6 1 2 9 8 1 2 9 9 1 3 0 0 1 3 0 1 1 3 0 2 1 3 0 3 1 3 0 4 1 3 0 5 1 3 0 6 13 0 7 1 2 9 7 1 2 9 3 1307 1308 1306 1 2 9 5 1 2 9 6 P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W TC E TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TC E TCE TCE TCE TCE TCE TCE 6' 15' 13' 1 2 9 5 1 3 0 5 5.5' 1 2 9 0 6' 10' 6.5' R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 12'PP OHE OHE OHE OHE OHE OHE OHE OHE OHE 11' O H E O H E O H E O H E O H E O H E O H E O H E O H E PP REMOVE & DISPOSE OF EX. TREESRELOCATE COMM RISER BY OTHERS RELOCATE COMM RISER BY OTHERS CONSTRUCT 3' SIDEWALK MATCH EX. EL. CONSTRUCT RESIDENTIAL DRIVEWAY MATCH EX. EL. RELOCATE WATER METER TO GREEN SPACE PROTECT EX. ROCK WALL CONSTRUCT RESIDENTIAL DRIVEWAY REPLACE MAILBOX REMOVE & DISPOSE OF EX. TREES CONSTRUCT CONCRETE RESIDENTIAL DRIVEWAY APRON SAWCUT EXISTING ASPHALT PAVEMENT AND CONSTRUCT CURB AND GUTTER INSTALL DI-7 4' X 4' BOX W/ 4' EXTENSION STA:8+21.41 OFF:-13.53L RIM:1293.67 INV OUT S:1289.75 REMOVE & DISPOSE OF EX. 15" RCP REMOVE & DISPOSE OF EX. 15" RCP 226 S HAPPY HOLLOW RD LYONS, GENEVIEVE; DAVIS, ADDISON REECE 765-14300-001 219 S HAPPY HOLLOW RD HERMEZ, ANTONIO & CHELSEA 765-14307-000 248 S HAPPY HOLLOW RD BLACK PINE CONSTRUCTION & DEVELOPMENT LLC 765-14301-000 245 S HAPPY HOLLOW RD JONES, QUIONTAYAS Q 765-14310-000 7 M a y 0 3 , 2 0 2 3 CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S ST A : 5 + 0 0 T O 7 + 7 5 Scale: 1" = 20' 20 0 20 M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S MA T C H L I N E ST A : 7 + 5 0 MAY 3, 2023 HAPPY HOLLOW RD BID SET OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S S- 6 S- 6 S- 6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 W- 2 . 2 5 W- 2 . 2 5 W- 2 . 2 5 W- 2 . 2 5 W- 2 . 2 5 W- 2 . 2 5 W- 2 . 2 5 W- 2 . 2 5 W- 2 . 2 5 WS WS WS WS WS WS WS 4+ 0 0 12 7 0 1 2 7 1 1 2 7 2 1 2 7 3 7' of 18" RCP @ 19.64% R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W P/L 1265 126 7 INSTALL 27' of 36" RCP @ 1.05% 1266 1 2 6 7 12 6 9 D E D E D E D E INSTALL DI-4 5' X 5' BOX STA:3+74.44 OFF:-13.47L RIM:1270.39 INV IN N:1264.82 INV IN S:1264.82 INV IN W:1264.82 INV OUT E:1264.82 S HAPPY HOLLOW RD COODY, CHARLES DANIEL & DEBORAH M 765-14320-000 1260 1265 1270 1275 1260 1265 1270 1275 0+00 12 6 2 . 2 6 0+25 12 6 7 . 5 9 12 6 7 . 8 5 0+50 12 6 9 . 9 6 0+75 12 6 9 . 9 8 1+00 12 7 1 . 8 7 1+10 27' of 36" RCP @ 1.05% 7' of 18" RCP @ 19.64% INSTALL DI-4 5' X 5' BOX STA:3+74.44 OFF:-13.47L RIM:1270.39 INV IN N:1264.82 INV IN S:1264.82 INV IN W:1264.82 INV OUT E:1264.82 31.9 8 % FINSHED GRADE EX. 2.25 WATER MAIN APPROX. LOCATION FIELD VERIFY EX. 6SS INSTALL 36" FES FL 1264.43 NONWOVEN GEOTEXTILE FABRIC RIPRAP SHALL BE GRANITE ROCK AND SHALL BE HAND PLACED EX. GRADE INSTALL 18" FES FL 1268.30 RIPRAP SHALL BE GRANITE ROCK AND SHALL BE HAND PLACED NONWOVEN GEOTEXTILE FABRIC 8" CONC. SIDEWALK TURNDOWN WITH TYPE 1 HANDRAIL EX. GAS MAIN APPROX. LOCATION FIELD VERIFY FINISHED GRADE 8 M a y 0 3 , 2 0 2 3 CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S 36 " R C P P R O F I L E Scale: 1" = 10' 10 0 10 M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S MAY 3, 2023 INSTALL 36" FES FL 1264.43 INSTALL 18" FES FL 1268.30 10' INSTALL 36" FES FL 1264.35 CONSTRUCT 10 LF 8" CONCRETE SIDEWALK TURNDOWN WITH TYPE 1 HANDRAIL BID SET OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHER/W R/W R/W R/W R/W R/W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W GM COM GM GMWM GM COM WM Gy PP S PP Gy Gy TC E TC E TC E TCE TCE TCE TC E TC E TCE TC E GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GAS GA S GA S GA S GA S GA S GAS GAS GAS XXXX X X X X PHN PHN PHN PHN PHN P H N P H N P H N P H N P H N PHN PHN PHN PHN PHN PHN PHN PHN PHN PHN PHN PHN PHN PHN PH N PH N PH N S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 W- 8 W- 8 W-8 W-8 W-8 W-8 W-8 W-8 W-8 W-8 W-8 W-8 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 WS WS WS WS WS 0+00 1+00 2+00 1270 1269 1 2 6 5 1 2 6 5 1267 126 8 1271 1270 12 7 0 1 2 6 4 1 2 6 6 12 6 5 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WGA S GA S GA S 1268 126 4 12 6 3 12 6 7 126 5 127 1 12 7 2 P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L R/W R/W TCE TCE TCE P/ L P/ L P/ L P/ L 1270 O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE O H E O H E O H E MATHIS, SHANNON & CINCY 765-14354-002 1824 E 4TH ST KING, ALBERT E & GLORIA ANN 765-14303-000 401 S HAPPY HOLLOW RD MATHIS, SHANNON & CINCY 765-14317-000 1125 E 4TH ST BLAKE, MARLA ANNE; BLAKE, STEPHEN W 765-14325-000 FURNISH AND INSTALL INLET PROTECTION AS NEEDED BASED ON CONSTRUCTION PHASING (BIG RED OR EQUIVALENT) 9 M a y 0 3 , 2 0 2 3 CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S ER O S . C O N T . S T A : 0 + 0 0 T O + 2 + 2 5 Scale: 1" = 20' 20 0 20 M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S MA T C H L I N E ST A : 2 + 2 5 MAY 3, 2023 4T H S T HAPPY HOLLOW RD BID SET OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WM S S Gy Gy PP PP GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS X X X X XXXXXXXXXXXX S-6 S-6 S-6 S-6 S-6 S-6 S-6 S- 6 S- 6 S- 6 S- 6 S- 6 S- 6 S- 6 S- 6 S- 6 S- 6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 WS WS WS WS WS WS WS WS WS WS WS 3+00 4+00 1268 1271 1272 1270 1269 12 7 0 1 2 7 2 1 2 7 3 1 2 7 3 1 2 7 2 1 2 7 1 1271 1270 1265 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W TC E TCE TCE TCE TC E 1271 1272 1273 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE 1270 12 6 5 1 2 6 7 12 6 6 126 7 1269 DEDE CP-1 293 S HAPPY HOLLOW RD SUTTLE, JOSEPH CLAYTON & MEREDITH M 765-14320-004 380 S HAPPY HOLLOW RD NEMESI, MICHAEL VINCENT & ELAINE CLARE 765-14305-004 S HAPPY HOLLOW RD COODY, CHARLES DANIEL & DEBORAH M 765-14320-000 312 S HAPPY HOLLOW RD BUONAIUTO, ZOE R 765-14305-000 324 S HAPPY HOLLOW RD DRAKE, CHRISTOPHER D 765-14306-000 325 S HAPPY HOLLOW RD HARBERS, CLAYTON A & KARA E 765-14337-000 1265 FURNISH AND INSTALL INLET PROTECTION AS NEEDED BASED ON CONSTRUCTION PHASING (BIG RED OR EQUIVALENT) FURNISH AND INSTALL INLET PROTECTION AS NEEDED BASED ON CONSTRUCTION PHASING (BIG RED OR EQUIVALENT) PORTABLE TOILET LOCATION CAN BE DETERMINED BY CONTRACTOR AND APPROVED BY ENGINEER CONCRETE WASHOUT LOCATION CAN BE DETERMINED BY CONTRACTOR AND APPROVED BY ENGINEER INSTALL ROCK CHECK DAM 10 M a y 0 3 , 2 0 2 3 CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S EC S T A : 2 + 2 5 T O + 4 + 7 5 Scale: 1" = 20' 20 0 20 M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S MA T C H L I N E ST A : 4 + 7 5 MAY 3, 2023 MA T C H L I N E ST A : 2 + 2 5 HAPPY HOLLOW RD BID SET OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WM S WM COM ER PP PP GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 S-6 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 WS WS WS WS WS WS 5+00 6+00 7+00 1 2 7 4 1 2 7 5 1 2 7 6 1 2 7 7 1 2 7 8 1 2 7 9 1 2 8 0 1 2 8 1 1 2 8 2 12 8 3 1 2 8 4 1 2 8 5 1 2 8 6 1 2 8 7 1 2 8 8 12 8 8 1 2 8 9 1 2 8 7 1286 1285 128 4 12 8 3 128 2 12 8 1 1280 1279 127 8 127 7127 6 12 7 5 12 7 4 12 7 5 1 2 7 5 1 2 7 4 1 2 7 3 1276 1277 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L R/W R/W R/W R/W TC E TC E TCE TCE TC E TCE TCE 1 2 8 5 1 2 8 0 1 2 7 5 R/W R/W R/W CP-2 293 S HAPPY HOLLOW RD SUTTLE, JOSEPH CLAYTON & MEREDITH M 765-14320-004 S HAPPY HOLLOW RD SUTTLE, JOSEPH CLAYTON & MEREDITH M 765-14320-002 356 S HAPPY HOLLOW RD HOFER, CLINT & MONICA 765-14305-002 S HAPPY HOLLOW RD SUTTLE, JOSEPH CLAYTON & MEREDITH M 765-14320-003 368 S HAPPY HOLLOW RD HOFER, CLINT & MONICA 765-14305-003 NEMESI, MICHAEL VINCENT & ELAINE CLARE FURNISH AND INSTALL INLET PROTECTION AS NEEDED BASED ON CONSTRUCTION PHASING (BIG RED OR EQUIVALENT) FURNISH AND INSTALL INLET PROTECTION AS NEEDED BASED ON CONSTRUCTION PHASING (BIG RED OR EQUIVALENT) 11 M a y 0 3 , 2 0 2 3 CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S ST A : 4 + 7 5 T O 7 + 5 0 Scale: 1" = 20' 20 0 20 M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S MA T C H L I N E ST A : 5 + 0 0 MAY 3, 2023 MA T C H L I N E ST A : 7 + 5 0 HAPPY HOLLOW RD BID SET OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W GM WM COM WM GM WM COM WM S co PP Gy Gy GAS GAS GA S GA S GA S GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GA S GA S GA S GAS GAS GAS GAS G A S GAS S-6 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 W-2.25 WS WS WS WS WS 8+00 9+00 10+00 10+37 1309 1310 1311 1312 1313 1 2 8 8 1 2 8 9 1 2 9 0 1 2 9 1 1 2 9 2 1 2 9 4 1 2 9 5 1 2 9 6 1 2 9 8 1 2 9 9 1 3 0 0 1 3 0 1 1 3 0 2 1 3 0 3 1 3 0 4 1 3 0 5 1 3 0 6 13 0 7 1 2 9 7 1 2 9 3 1307 1308 1306 1 2 9 5 1 2 9 6 P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W TC E TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TC E TCE TCE TCE TCE TCE TCE 1 2 9 5 1 3 0 5 1 2 9 0 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W PP OHE OHE OHE OHE OHE OHE OHE OHE OHE O H E O H E O H E O H E O H E O H E O H E O H E O H E PP 226 S HAPPY HOLLOW RD LYONS, GENEVIEVE; DAVIS, ADDISON REECE 765-14300-001 219 S HAPPY HOLLOW RD HERMEZ, ANTONIO & CHELSEA 765-14307-000 248 S HAPPY HOLLOW RD BLACK PINE CONSTRUCTION & DEVELOPMENT LLC 765-14301-000 245 S HAPPY HOLLOW RD JONES, QUIONTAYAS Q 765-14310-000 FURNISH AND INSTALL INLET PROTECTION AS NEEDED BASED ON CONSTRUCTION PHASING (BIG RED OR EQUIVALENT) 12 M a y 0 3 , 2 0 2 3 CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S ER O S . C O N . S T A : 5 + 0 0 T O 7 + 7 5 Scale: 1" = 20' 20 0 20 M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S MA T C H L I N E ST A : 7 + 5 0 MAY 3, 2023 HAPPY HOLLOW RD BID SET 0+00.00 1255 1260 1270 1280 0-10-20-30-40 0+25.00 1255 1260 1270 1280 0-10-20-30-40 0+50.00 1255 1260 1270 1280 0-10-20-30-40 0+75.00 1255 1260 1270 1280 0-10-20-30-40 1+00.00 1255 1260 1270 1280 0-10-20-30-40 1+25.00 1255 1260 1270 1280 0-10-20-30-40 1+50.00 1255 1260 1270 1280 0-10-20-30-40 1+75.00 1255 1260 1270 1280 0-10-20-30-40 2+00.00 1255 1260 1270 1280 0-10-20-30-40 12 6 7 . 0 2 12 6 6 . 8 8 12 6 5 . 7 5 12 6 5 . 0 4 12 6 5 . 2 9 12 6 9 . 0 0 12 6 9 . 0 3 12 6 8 . 2 9 12 6 8 . 4 0 12 6 7 . 6 0 12 6 7 . 9 2 12 6 7 . 2 9 12 6 7 . 4 5 12 6 7 . 6 0 12 6 7 . 3 8 12 6 6 . 8 9 12 6 6 . 0 2 12 6 6 . 2 1 12 7 0 . 2 1 12 6 9 . 7 5 12 6 7 . 4 9 12 6 8 . 5 2 12 6 7 . 8 8 12 6 7 . 9 9 12 6 8 . 5 2 12 6 8 . 5 9 12 6 8 . 2 1 12 6 7 . 9 1 12 6 7 . 5 0 12 6 7 . 2 0 12 6 6 . 7 3 12 6 6 . 8 8 12 7 0 . 7 9 12 7 0 . 2 9 12 6 8 . 2 9 12 6 8 . 9 1 12 6 8 . 2 8 12 6 8 . 5 0 12 7 0 . 2 6 12 6 9 . 6 8 12 6 7 . 9 8 12 6 9 . 3 4 12 6 8 . 6 8 12 6 8 . 6 9 12 7 0 . 4 7 12 6 9 . 7 5 12 6 8 . 5 8 12 6 9 . 3 4 12 6 8 . 6 9 12 6 8 . 9 7 12 7 1 . 0 1 12 7 0 . 1 7 12 6 8 . 8 0 12 6 9 . 3 0 12 6 8 . 6 6 12 6 8 . 9 5 EX. 6SS EX. 6SS EX. 6SS EX. 6SSEX. 6SS EX. 6SS EX. 6SS EX. 6SS EX. 6SS EX. 18" RCP EX. 18" RCP BC = 1 2 6 7 . 1 8 , - 1 3 . 1 7 BW = 1 2 6 7 . 2 4 , - 2 3 . 1 2 0.0%1.0% 2.7%3.4% BC = 1 2 6 6 . 0 0 , - 1 2 . 1 6 BW = 1 2 6 6 . 1 7 , - 1 8 . 1 8 6.1% 2.0%8.0% BC = 1 2 6 7 . 4 4 , - 1 2 . 2 5 BW = 1 2 6 7 . 9 9 , - 2 3 . 6 3 BC = 1 2 6 8 . 3 5 , - 1 1 . 6 5 BW = 1 2 6 8 . 5 9 , - 2 3 . 5 3 2.0%2.0% BC = 1 2 6 8 . 3 8 , - 1 1 . 5 7 BW = 1 2 6 9 . 0 0 , - 2 3 . 5 7 2.0%8.0% BC = 1 2 6 9 . 1 7 , - 1 1 . 4 0 BW = 1 2 6 9 . 4 1 , - 2 3 . 4 0 2.0%2.0% BW = 1 2 6 9 . 4 1 , - 2 3 . 5 1 BC = 1 2 6 9 . 1 7 , - 1 1 . 5 1 2.0%2.0% BW = 1 2 6 9 . 3 7 , - 2 3 . 6 8 BC = 1 2 6 9 . 1 3 , - 1 1 . 6 8 2.0%2.0% REMOVE EX. 18" RCP PROP. 18" RCP 2.0% 13 H SCALE: 1" = 10' V SCALE: 1" = 5' 401 S HAPPY HOLLOW RD M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S XS S T A : 0 + 0 0 T O 2 + 0 0 MAY 3, 2023 M a y 0 3 , 2 0 2 3 PARCEL 765-14354-002 BID SET 2+25.00 1255 1260 1270 1280 0-10-20-30-40 2+50.00 1255 1260 1270 1280 0-10-20-30-40 2+75.00 1255 1260 1270 1280 0-10-20-30-40 3+00.00 1255 1260 1270 1280 0-10-20-30-40 3+25.00 1255 1260 1270 1280 0-10-20-30-40 3+50.00 1255 1260 1270 1280 0-10-20-30-40 3+75.00 1260 1270 1280 0-10-20-30-40 4+00.00 1260 1270 1280 0-10-20-30-40 4+25.00 1260 1270 1280 0-10-20-30-40 12 7 0 . 3 4 12 6 9 . 4 9 12 6 7 . 9 0 12 6 9 . 3 4 12 6 8 . 6 9 12 6 8 . 6 8 12 7 0 . 9 2 12 6 9 . 6 9 12 6 8 . 0 7 12 6 9 . 3 7 12 6 8 . 7 2 12 6 8 . 7 2 12 7 1 . 3 0 12 7 0 . 9 0 12 6 9 . 1 2 12 6 9 . 4 4 12 6 8 . 7 8 12 6 8 . 7 7 12 6 9 . 2 2 BC = 1 2 6 9 . 2 0 , - 1 1 . 5 0 12 7 1 . 0 4 12 7 0 . 3 2 12 6 9 . 0 8 12 6 9 . 4 1 12 6 8 . 7 5 12 6 8 . 7 4 12 6 8 . 9 9 12 7 0 . 7 2 12 6 9 . 9 7 12 6 8 . 1 3 12 6 8 . 6 3 12 7 0 . 5 3 12 6 9 . 8 6 12 6 9 . 8 7 12 7 0 . 0 5 12 7 0 . 7 3 12 7 0 . 3 6 12 7 0 . 3 0 12 6 8 . 1 5 12 7 1 . 0 8 12 7 0 . 4 3 12 7 0 . 4 3 12 7 0 . 7 7 12 7 1 . 8 1 12 7 1 . 6 8 12 7 2 . 0 2 12 7 1 . 1 1 12 7 2 . 0 3 12 7 1 . 2 0 12 7 1 . 3 9 12 7 1 . 3 5 12 7 0 . 8 1 12 6 9 . 8 3 12 6 9 . 4 8 12 6 9 . 9 4 12 6 9 . 2 8 12 6 9 . 2 7 12 6 9 . 5 0 12 7 0 . 7 8 12 7 0 . 8 2 12 6 9 . 8 5 12 6 9 . 9 8 12 6 9 . 0 1 12 6 9 . 3 6 12 6 8 . 7 7 12 6 8 . 7 7 BC = 1 2 7 1 . 4 9 , - 1 1 . 3 2 EX. 18" RCP EX. 6SS EX. 6SS EX. 6SS PROP. 18" RCP EX. 6SS EX. 24" RCP PROP. 18" RCP PROP. 36" RCP PROP. 36" RCP EX. 6SSEX. 6SS 8.0% 2.0%7.2% BW = 1 2 6 9 . 4 3 , - 2 3 . 5 0 BC = 1 2 6 8 . 8 8 , - 1 1 . 5 0 2.0%2.0% BW = 1 2 7 0 . 0 0 , - 2 2 . 7 9 BC = 1 2 6 9 . 7 6 , - 1 0 . 7 9 BW = 1 2 7 2 . 1 1 , - 2 3 . 3 2 BW = 1 2 7 1 . 1 5 , - 2 3 . 4 1 BC = 1 2 7 0 . 9 1 , - 1 1 . 4 3 2.0%2.0% 2.0%8.2% BW = 1 2 6 9 . 5 0 , - 2 2 . 8 6 BC = 1 2 6 9 . 2 6 , - 1 0 . 8 6 2.0%2.0%2.0%2.0% BW = 1 2 6 9 . 4 4 , - 2 3 . 5 0 BW = 1 2 6 9 . 4 0 , - 2 3 . 4 7 BC = 1 2 6 9 . 1 6 , - 1 1 . 4 7 2.0%2.0%2.0%2.0% BW = 1 2 6 9 . 4 7 , - 2 3 . 1 9 BC = 1 2 6 9 . 2 3 , - 1 1 . 1 9 BW = 1 2 7 0 . 5 9 , - 2 2 . 8 9 BC = 1 2 7 0 . 3 6 , - 1 1 . 0 1 2.0%2.0% PROP. 18" RCP 1.2% 14 H SCALE: 1" = 10' V SCALE: 1" = 5' 325 S HAPPY HOLLOW RD M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S XS S T A : 2 + 2 5 T O 4 + 2 5 MAY 3, 2023 M a y 0 3 , 2 0 2 3 PARCEL 765-14320-000 BID SET 4+50.00 1260 1270 1280 0-10-20-30-40 4+75.00 1260 1270 1280 0-10-20-30-40 5+00.00 1265 1270 1280 1290 0-10-20-30-40 5+25.00 1265 1270 1280 1290 0-10-20-30-40 5+50.00 1265 1270 1280 1290 0-10-20-30-40 5+75.00 1265 1270 1280 1290 0-10-20-30-40 6+00.00 1270 1280 1290 0-10-20-30-40 6+25.00 1270 1280 1290 0-10-20-30-40 6+50.00 1270 1280 1290 0-10-20-30-40 12 7 3 . 5 2 12 7 3 . 1 1 12 7 1 . 8 6 12 7 4 . 3 6 12 7 3 . 7 1 12 7 3 . 7 1 12 7 4 . 0 0 12 7 2 . 2 4 12 7 1 . 5 3 12 7 1 . 5 2 12 7 0 . 1 6 12 7 3 . 1 0 12 7 2 . 4 4 12 7 2 . 4 3 12 7 2 . 7 7 12 7 5 . 6 5 12 7 7 . 0 4 12 7 5 . 7 1 12 7 6 . 9 1 12 7 6 . 2 6 12 7 6 . 2 6 12 7 6 . 6 5 12 8 1 . 4 5 12 8 1 . 8 5 12 8 1 . 4 9 12 8 1 . 8 7 12 8 1 . 2 2 12 7 5 . 0 3 12 7 4 . 8 1 12 7 3 . 9 1 12 7 5 . 6 2 12 7 4 . 9 7 12 7 4 . 9 7 12 7 5 . 2 8 12 7 8 . 5 3 12 8 0 . 5 1 12 7 8 . 0 9 12 7 9 . 5 2 12 7 8 . 8 7 12 7 8 . 8 7 12 7 7 . 3 7 12 7 8 . 5 9 12 7 6 . 7 9 12 7 8 . 2 3 12 7 7 . 5 7 12 7 7 . 5 7 12 7 7 . 9 7 12 8 4 . 0 4 12 8 4 . 5 3 12 8 2 . 2 9 12 8 3 . 1 2 12 8 2 . 4 7 12 7 9 . 8 9 12 8 0 . 3 1 12 7 9 . 6 5 12 8 0 . 6 8 12 8 0 . 0 3 12 8 0 . 0 3 PROP. 36" RCP PROP. 36" RCP PROP. 36" RCP PROP. 24" RCP PROP. 24" RCP PROP. 24" RCP PROP. 24" RCP PROP. 24" RCP PROP. 24" RCP 2.0%2.0% BW = 1 2 7 5 . 6 9 , - 2 3 . 4 4 BC = 1 2 7 5 . 4 5 , - 1 1 . 4 4 BW = 1 2 7 4 . 4 3 , - 2 3 . 3 6 BC = 1 2 7 4 . 1 9 , - 1 1 . 3 6 BW = 1 2 7 3 . 1 6 , - 2 3 . 1 4 BC = 1 2 7 2 . 9 2 , - 1 1 . 1 4 BW = 1 2 7 6 . 9 8 , - 2 3 . 2 7 BC = 1 2 7 6 . 7 4 , - 1 1 . 2 7 BW = 1 2 8 0 . 7 5 , - 2 3 . 5 0 BC = 1 2 8 0 . 5 1 , - 1 1 . 5 0 BW = 1 2 8 1 . 9 4 , - 2 3 . 5 0 BC = 1 2 8 1 . 7 0 , - 1 1 . 5 0 BW = 1 2 8 3 . 1 9 , - 2 3 . 5 0 BC = 1 2 8 2 . 9 5 , - 1 1 . 5 0 BW = 1 2 7 9 . 5 9 , - 2 3 . 4 9 BC = 1 2 7 9 . 3 5 , - 1 1 . 4 9 BW = 1 2 7 8 . 2 9 , - 2 3 . 3 1 BC = 1 2 7 8 . 0 5 , - 1 1 . 3 1 2.0%2.0% 2.0%2.0% 2.0%2.0% 2.0%2.0% 2.0%2.0% 2.0%2.0% 2.0%2.0% 2.0%2.0% 15 H SCALE: 1" = 10' V SCALE: 1" = 5' M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S XS S T A : 4 + 5 0 T O 6 + 5 0 MAY 3, 2023 M a y 0 3 , 2 0 2 3 BID SET 6+75.00 1270 1280 1290 0-10-20-30-40 7+00.00 1275 1280 1290 1300 0-10-20-30-40 7+25.00 1275 1280 1290 1300 0-10-20-30-40 7+50.00 1275 1280 1290 1300 0-10-20-30-40 7+75.00 1280 1290 1300 0-10-20-30-40 8+00.00 1280 1290 1300 0-10-20-30-40 8+25.00 1280 1290 1300 0-10-20-30-40 8+50.00 1285 1290 1300 1310 0-10-20-30-40 12 8 5 . 7 9 12 8 6 . 0 7 12 8 3 . 4 6 12 8 4 . 5 6 12 8 3 . 9 1 12 8 3 . 9 1 12 8 4 . 2 4 12 9 0 . 3 2 12 9 0 . 1 7 12 8 7 . 2 3 12 8 8 . 9 7 12 8 8 . 3 4 12 8 8 . 3 4 12 8 8 . 3 7 12 9 4 . 4 7 12 9 4 . 4 4 12 9 2 . 6 0 12 9 3 . 9 1 12 9 3 . 2 6 12 9 3 . 2 6 12 9 3 . 5 4 12 9 6 . 8 4 12 9 6 . 5 1 12 9 4 . 8 2 12 9 6 . 1 3 12 9 5 . 4 7 12 9 5 . 4 6 12 9 5 . 7 9 12 9 1 . 1 1 12 9 0 . 9 5 12 8 9 . 1 0 12 9 0 . 4 7 12 8 9 . 8 1 12 8 9 . 8 1 12 8 9 . 9 1 12 8 6 . 8 9 12 8 6 . 3 3 12 8 5 . 2 4 12 8 6 . 1 5 12 8 5 . 5 0 12 8 5 . 5 0 12 8 5 . 5 7 12 8 8 . 1 8 12 8 7 . 6 4 12 8 6 . 9 4 12 8 7 . 5 6 12 8 6 . 9 1 12 8 6 . 9 1 12 8 6 . 9 5 12 9 3 . 6 5 12 9 3 . 7 4 12 9 0 . 8 8 12 9 2 . 1 6 12 9 1 . 5 1 12 9 1 . 5 1 12 9 1 . 6 5 PROP. 24" RCP PROP. 24" RCP PROP. 24" RCP PROP. 24" RCP PROP. 24" RCP PROP. 24" RCP BC = 1 2 8 5 . 9 8 , - 1 1 . 5 0 BW = 1 2 8 6 . 2 2 , - 2 3 . 5 0 BW = 1 2 9 0 . 5 2 , - 2 2 . 1 7 BC = 1 2 9 0 . 3 0 , - 1 1 . 2 2 BW = 1 2 8 7 . 6 2 , - 2 2 . 8 7 BC = 1 2 8 7 . 3 9 , - 1 1 . 5 0 2.0%2.0% BW = 1 2 9 2 . 2 1 , - 2 2 . 2 6 BC = 1 2 9 1 . 9 9 , - 1 1 . 2 8 2.0%2.0% BW = 1 2 9 6 . 1 9 , - 2 3 . 2 2 BC = 1 2 9 5 . 9 5 , - 1 1 . 2 1 2.0%2.0%2.0%2.0% 2.0%2.0% BW = 1 2 8 4 . 6 3 , - 2 3 . 5 0 BC = 1 2 8 4 . 3 9 , - 1 1 . 5 0 2.0%2.0% BW = 1 2 8 9 . 0 2 , - 2 2 . 3 8 BC = 1 2 8 8 . 8 2 , - 1 1 . 4 5 2.0%1.5% BW = 1 2 9 3 . 9 6 , - 2 2 . 4 9 BC = 1 2 9 3 . 7 4 , - 1 1 . 4 8 2.0%2.0% 7+36.00 1275 1280 1290 1300 0-10-20-30-40 PROP. 24" RCP REMOVE EX. 15" RCP 12 8 8 . 7 3 12 8 8 . 2 0 12 8 8 . 3 9 12 8 7 . 6 8 12 8 8 . 1 2 12 8 7 . 5 3 12 8 7 . 5 4 12 8 7 . 5 6 BW = 1 2 8 8 . 1 7 , - 2 2 . 5 9 BC = 1 2 8 7 . 6 4 , - 1 1 . 5 0 2.7%2.0%8.0% 16 H SCALE: 1" = 10' V SCALE: 1" = 5' 245 S HAPPY HOLLOW RD M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S XS S T A : 6 + 7 5 T O 8 + 5 0 MAY 3, 2023 M a y 0 3 , 2 0 2 3 BID SET 8+75.00 1285 1290 1300 1310 0-10-20-30-40 9+00.00 1290 1300 1310 0-10-20-30-40 9+25.00 1290 1300 1310 0-10-20-30-40 9+50.00 1295 1300 1310 1320 0-10-20-30-40 10+00.00 1295 1300 1310 1320 0-10-20-30-40 10+25.00 1300 1310 1320 0-10-20-30-40 13 0 0 . 9 6 12 9 8 . 9 3 12 9 7 . 7 6 12 9 8 . 3 2 12 9 7 . 7 4 12 9 7 . 7 3 12 9 8 . 1 1 13 0 1 . 6 3 13 0 1 . 0 3 12 9 9 . 3 4 13 0 0 . 7 2 13 0 0 . 0 6 13 0 0 . 0 5 13 0 0 . 4 0 13 0 4 . 1 7 13 0 3 . 3 6 13 0 1 . 8 4 13 0 3 . 0 2 13 0 2 . 3 6 13 0 2 . 3 5 13 0 2 . 6 3 13 0 6 . 8 7 13 0 6 . 1 8 13 0 5 . 9 4 13 0 5 . 5 0 13 0 5 . 2 3 13 0 4 . 6 3 13 0 4 . 6 2 13 0 4 . 6 7 13 0 9 . 7 6 13 0 9 . 2 9 13 0 8 . 8 7 13 0 8 . 2 0 13 0 7 . 6 3 13 0 6 . 9 9 13 0 7 . 1 4 13 0 9 . 7 9 13 0 8 . 5 8 13 0 8 . 3 8 13 0 8 . 2 3 13 0 8 . 1 8 13 0 7 . 5 5 13 0 7 . 6 4 REMOVE EX. 15" RCP BW = 1 2 9 8 . 3 7 , - 2 2 . 5 2 BC = 1 2 9 7 . 8 5 , - 1 0 . 9 6 2.0%7.2% BW = 1 3 0 5 . 2 9 , - 2 2 . 8 1 BC = 1 3 0 4 . 7 4 , - 1 0 . 8 1 REMOVE EX. 15" RCP BW = 1 3 0 8 . 4 8 , - 3 4 . 9 3 BC = 1 3 0 8 . 0 3 , - 1 2 . 3 0 2.0%2.0% 9.1% 2.0%7.2% 2.0%2.0% BW = 1 3 0 3 . 0 8 , - 2 2 . 8 6 BC = 1 3 0 2 . 8 4 , - 1 0 . 8 6 BW = 1 3 0 7 . 7 6 , - 2 6 . 6 6 BC = 1 3 0 7 . 4 7 , - 1 1 . 9 3 2.0%2.0% BW = 1 3 0 0 . 7 8 , - 2 2 . 7 6 BC = 1 3 0 0 . 5 4 , - 1 0 . 9 1 2.0%2.0% 8.5% 9+82.00 1295 1300 1310 1320 0-10-20-30-40 BW = 1 3 0 6 . 9 2 , - 2 3 . 3 6 BC = 1 3 0 6 . 3 2 , - 1 1 . 3 7 2.0%8.0% 13 0 9 . 2 4 13 0 8 . 6 8 13 0 7 . 3 2 13 0 6 . 8 5 13 0 6 . 2 3 13 0 6 . 2 1 13 0 6 . 3 9 17 H SCALE: 1" = 10' V SCALE: 1" = 5' 219 S HAPPY HOLLOW RD M A TTHEW D . C A S E YNo. 10424 S T A T E OF EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S XS S T A : 8 + 7 5 T O 1 0 + 2 5 MAY 3, 2023 M a y 0 3 , 2 0 2 3 219 S HAPPY HOLLOW RD 245 S HAPPY HOLLOW RD BID SET 1/2"R3"R 3"R 1/2"R FA C E O F C U R B 9" CLASS 7 AGGREGATE BASE COURSE 2' HILLSIDE 6" 1'-6" VARIABLE 6" MIN.1'-0" 1' - 0 " 6"MATERIAL BACKFILL CURB & GUTTER NOTES: 1.CONTRACTION JOINTS SHALL BE 1/8" TO 3/8" X 1 1/2" AT 15 FT. INTERVALS. ALL CONTRACTION JOINTS AND COLD JOINTS SHALL BE FILLED WITH JOINT SEALANT TO FINISHED GRADE. 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. 3.EXPANSION MATERIAL SHALL BE REQUIRED AT AT ALL STATIONARY STRUCTURES AND ENDS OF CURB RETURNS. THE EXANSION MATERIAL SHALL BE 1/2" ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO AASHTO M-213. EXPANSION JOINT MATERIAL SHALL BE LEFT 1/2" LOWER THAN GRADE OR TRIMMED 1/2" LOWER THAN GRADE. 4.EXPANSION JOINTS SHALL BE FILLED WITH JOINT SEALANT SHAPED TO THE CROSS SECTION OF THE CURB AND CONSTRUCTED AT RIGHT ANGLES WITH THE CURB LINE. 5.FINISH SHALL BE MEDIUM BROOM FINISH. 6.CONCRETE CURING COMPOUND SHALL BE SEALTIGHT 1600-WHITE MANUFACTURED BY W.R. MEADOWS, OR AN APPROVED EQUAL. 7.CONCRETE JOINT SEALANT SHALL BE SONNEBORN "SONOLASTIC SLI" OR AND APPROVED EQUAL. CLOSED CELL BACKER ROD SHALL BE USED IN DEEP JOINTS, AS NEEDED, ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 8.GUTTER SHALL MATCH THE CROSS SLOPE OF THE ROAD WITHIN ± 0.5%. GUTTER DRAINING THE OPPOSITE DIRECTION AS THE ROAD WILL NOT BE ACCEPTED. UNYIELDING MATERIAL NOTE 8 6" TYPE 'A' CURB & GUTTER DETAIL ASPHALT STREET CURB AND GUTTER INSTALLATION EXISTING ASPHALT PAVEMENT SECTION TYPE 'A' CURB & GUTTER (TYP.) MATERIAL BACKFILL FULL DEPTH SAW CUT SMOOTH STRAIGHT EDGE 1'-0" CLASS 7 AGGREGATE BASE COURSE UNYIELDING MATERIAL NOTES 1. MINIMUM DENSITY FOR ASPHALT SHALL BE 92% OF THE MAXIMUM THEORETICAL DENSITY. 2. SUBGRADE MUST BE PLACED ON UNYIELDING MATERIAL - ADDITIONAL UNDERCUT MAY BE REQUIRED. 3. ALL IN-SITU SOILS FOR SUBGRADE SHALL HAVE A LIQUID LIMIT LESS THAN 40, A PLASTICITY INDEX LESS THAN 15, AND A CBR GREATER THAN 8. INADEQUATE SOILS SHALL BE UNDERCUT 2 FEET AND REPLACED WITH "HILLSIDE MATERIAL" (SOILS WITH CBR OF 8 OR GREATER, AND AS CLASSIFIED AS GM OR GC SOILS) - GEOTECHICAL TESTING REQUIRED TO DETERMINE SOIL ACCEPTANCE. 4. SUBGRADE (HILLSIDE) SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. PROCTOR CURVE DATA SHALL BE SUPPLIED TO THE CITY ON ALL MATERIAL BY THE ENGINEER OF RECORD. WITHOUT THE COPY OF THE SITE SPECIFIC PROCTOR CURVE, MOISTURE CONTENT MUST BE WITHIN 2% OF OPTIMUM WHEN TESTED. 5. BASE COURSE (CLASS 7 AGGREGATE BASE) SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR ON LOCAL AND RESIDENTIAL STREETS. COLLECTOR AND ABOVE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR. 6. CURING COMPOUND IS REQUIRED FOR ALL CONCRETE IN RIGHT OF WAY OR EASEMENTS, ANY COLOR EXCEPT CLEAR. FOLLOW STANDARD ENGINEERING PRACTICE FOR PLACEMENT IN HOT, WINDY, AND COLD WEATHER. 7. CURB MUST BE CAULKED BEFORE BACKFILLED AND STREET PAVED. ACCEPTABLE SUPPLIERS ARE OMNI SEAL 50, PECORA 864 AND 865, DOW CORNING 888, OR PRE-APPROVED EQUAL. 24" SELECT MATERIAL (HILLSIDE) AS REQUIRED BASED ON THE ADEQUACY OF THE IN-SITU SOILS 5" PLAN VIEW 70 FEET OR MORE 24 FEET 50 FEET TO 69 FEET 20 FEET LESS THAN 50 FEET 18 FEET DRIVEWAYS SHALL BE PAVED FROM THE PROPERTY LINE WITH A SOLID SURFACE AND SHALL EXTEND 18 FT. INTO THE PROPERTY P L 5 FT. MIN. TO PROPE R T Y LINE SID E W A L K DRIVEWA Y W I D T H A T R / W APRON A A STANDAR D CURB STANDAR D CURB EXPANSION JOINT CONTRACTION JOINT GRE E N S P A C E SIDEWALK WIDTH AND LOCATION SHALL BE PLACED PER FINAL PLAT REQUIREMENTS FULL DE P T H S A W C U T A S R E Q U I R E D TO REM O V E E X I S T I N G C U R B A N D G U T T E R TOOLED OR COLD JOINT NOTES: 1.FULL DEPTH EXPANSION JOINTS (SIX INCHES) SHALL BE PROVIDED AT THE EDGE OF THE SIDEWALK OPPOSITE THE STREET AND AT THE EDGE OF DRIVEWAY AS SHOWN ABOVE. EXPANSION MATERIAL SHALL BE ASPHALT IMPREGNATED FIBERBOARD OR APPROVED EQUAL. (NO WOOD) 2.CONCRETE TO BE SAW CUT OR PLACE A TOOL JOINT AT THE CENTER OF DRIVE AND SEALED. IF POSSIBLE CONTRACTOR SHALL TRY TO ALIGN THE JOINT AT THE CENTER OF THE DRIVE WITH THE A JOINT IN THE ADJACENT SIDEWALK. 3.ALL CONCRETE DRIVEWAYS AND SIDEWALKS SHALL BE CONSTRUCTED OF A PORTLAND CEMENT CONCRETE MIXTURE WHICH WILL PRODUCE A CONCRETE OF A COMPRESSIVE STRENGTH OF 4000 PSI AFTER 28 DAYS SET UNDER STANDARD LABORATORY METHODS. 4.ALL SIDEWALKS REQUIRE A CONCRETE CURING COMPOUND, SUCH AS SEALTIGHT 1600-WHITE MANUFACTURED BY W.R. MEADOWS, OR AN APPROVED EQUAL 5.ALL SIDEWALKS AND DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH A BROOM FINISH. TEXTURED, STAMPED, OR EXPOSED AGGREGATE CONCRETE IS NOT ALLOWED WITHIN STREET RIGHT OF WAY. 6.ALL SIDEWALKS AND CURB CUTS FOR DRIVEWAY APPROACHES REQUIRE AN INSPECTION PRIOR TO AND AFTER CONCRETE PLACEMENT. 7.IF THE EXISTING GUTTER PAN IS DAMAGED OR DAMAGED DURING CURB REMOVAL, REFER TO DETAIL DW1A AND REMOVE FROM JOINT TO JOINT WITHIN THE LIMITS OF SAW CUT. 3' TYP. TRANSITIO N 3' TYP. TRANSITIO N 2% MAX. COLD JOINT BETWEEN GUTTER AND APPROACH SIDEWALK EXISTING STREET CLASS 7 BASE HYPOTHETICAL BACK OF CURB 1/2 " EXPANSION MATERIAL BETWEEN DRIVE AND SIDEWALK UNYIELDING SUBGRADE LANDING AREA CONCRETE APPROACH S L O P E V A R I E S (+14% M A X . R E C O M M E N D E D ) SLOPE VAR I E S (-6% MAX. RECO M M E N D E D ) 1" TOOL JOINT R. O . W . ( T Y P . ) 4" COMPACTED BASE COMPACTED TO 95% S.P.D., or 6"X6" 10 GAUGE REINFORCING STEEL MESH 6" MIN. CONCRETE SIDEWALK & DRIVEWAY APPROACH 1% T Y P . 2% M A X . 1% TYP. SECTION A-A MAXIMUM DRIVEWAY WIDTHLOT WIDTH MAXIMUM TYP. 1% to 3% SLOPE VARIES BASED ON GREENSPACE WIDTH 5%-10% TYP. SI D E W A L K 1 % T Y P . 2 % M A X . 1% - 3 % F R O M B A C K O F CU R B T O F R O N T E D G E O F SID E W A L K DRIVEWAY DETAIL 'DW1' EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S ST R E E T & D R I V E W A Y D E T A I L S 18 M A TTHEW D . C A S EYNo. 10424 S T A T E O F MAY 3, 2023 BID SET PLAN ELEVATION SIDEWALK CONSTRUCTION NOTES: 1.SIDEWALK SHALL HAVE TOOLED OR SAW-CUT TRANSVERSE JOINTS AT INTERVALS EQUAL TO THE WIDTH OF SIDEWALK (5' TYP.). THESE WEAKENED PLANE (CONTRACTION) JOINTS SHALL BE CONSTRUCTED TO 1/4 DEPTH OF THE SIDEWALK THICKNESS AND SHALL BE 1/8" TO 3/8" WIDE. 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. 3.CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 6.5 BAGS per Cu. Yd. WITH 5-1/2% ± 1-1/2% AIR ENTRAINMENT. 4.EXPANSION JOINT MATERIAL SHALL BE PREFORMED ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO AASHTO M-213. EXPANSION JOINT MATERIAL SHALL BE LEFT 1/2" LOWER THAN GRADE OR TRIMMED 1/2" LOWER, AND FILLED WITH SILICONE SEALER TO FINISHED GRADE. 5.ALL COLD JOINTS AND SAW-CUT JOINTS SHALL BE FILLED TO FINISHED GRADE WITH JOINT SEALANT. 6.CONCRETE CURING COMPOUND SHALL BE SEALTIGHT 1600-WHITE MANUFACTURED BY W.R. MEADOWS, OR AN APPROVED EQUAL. 7.CONCRETE JOINT SEALANT SHALL BE SONNEBORN "SONOLASTIC SLI" OR AND APPROVED EQUAL. CLOSED CELL BACKER ROD SHALL BE USED IN DEEP JOINTS, AS NEEDED, ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 8. ALL SIDEWALKS SHALL HAVE ONE-HALF INCH ROLLED EDGES AND A BROOMED FINISH. 9. SEE STANDARD DRIVEWAY DETAILS FOR SIDEWALK CONSTRUCTION THROUGH DRIVEWAYS. 10. WHERE LONGITUDINAL (RUNNING) SLOPE OF SIDEWALK EXCEEDS 5.0%, THE SIDEWALK SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY. 11. LANDING REQUIRED WHEN SIDEWALK CHANGES DIRECTION DUE TO AN OBJECT (E.G. TELEPHONE/LIGHT POLE, MANHOLE, ETC.) 12. ALL SIDEWALKS REQUIRE INSPECTION BEFORE AND AFTER CONCRETE PLACEMENT. CONTACT THE ENGINEERING DIVISION (575-8206) TO SCHEDULE AN INSPECTION. 13. MINIMUM EFFECTIVE WIDTH FOR SIDEWALK IS 5 FEET. SEE UNIFIED CODE SECTION 171.14 FOR GUIDANCE. 3/8" BACKER ROD "T"=1/4 SLAB THICKNESS + 1/2" JOINT SEALANT DETAIL 4" PORTLAND CEMENT CONCRETE 6' TYP. SIDEWALK6' GREENSPACE 6' GREENSPACE 6' TYP. SIDEWALK 1/2" EXPANSION MATERIAL- ASPHALT IMPREGNATED FIBERBOARD (AASHTO M213)- WITH TOP HALF INCH FILLED WITH SILICONE JOINT SEALER; SHALL BE USED AT COLD JOINTS AND STRUCTURES. UNYIELDING SUBGRADE OR APPROVED COMPACTED MATERIAL A A SECTION A-A "T " 1/4" 1% TYP. 2% MAX. 3:1 MAX. 3:1 MAX. R/ W ONE-QUARTER DEPTH (I INCH) WEAKENED PLANE JOINTS OR SAW-CUT JOINTS SHALL BE PLACED IN SIDEWALK AT INTERVALS EQUAL TO THE WIDTH OF SIDEWALK. (6' TYP. ) 2" CURB & GUTTER 6' T Y P . ** * R/ W * 4" COMPACTED MATERIAL * **1' FLAT (TYP.) SIDEWALK AND GREENSPACE WIDTHS MAY VARY BASED ON CURRENT MASTER STREET PLAN OR APPROVED SUBDIVISION PLAT. CONFIRM DIMENSIONS PRIOR TO CONSTRUCTION * * 1% to 3% TYP. EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E 19 HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S SI D E W A L K D E T A I L S 45° #4's @ 18" O.C.E.W. 12" MIN. EMBEDMENT INTO S/W 3" CLR. 4" 8" 2"CLR. THICKENED EDGE EX. GROUND NOTCH INTO EX. GROUND A MIN. OF 12" 6" 3" DIA. WEEP HOLE WITH HARDWARE CLOTH IF CONSTRUCTED IN MULTIPLE POURS USE A DOUBLE CHAMFER AT JOINTS #57 STONE FOR DRAINAGE 12" 8" SIDEWALK TURNDOWN DETAIL NTS SIDEWALK DETAIL NTS M A TTHEW D . C A S EYNo. 10424 S T A T E O F MAY 3, 2023 BID SET 8'-0" EXTENSION 4'-0" EXTENSION #4 BAR SECTION #4 BAR @ 12" O.C. #4 BAR AT SUPPORT COLUMN 1'-6" #4 BAR @ 12" O.C. #4 BAR @ 12" O.C. 2" CLR DROP INLET EXTENSION DETAILS 2-#4 BAR @ 4" O.C. CONT. ACROSS FRONT 3-#4 BARS EVENLY SPACED TOP CURB NORMAL GUTTER LINE DEPRESSED GUTTER LINE 4" DEPRESSION 6" OPENING PROVIDE 6" WIDE CONCRETE COLUMNS SPACED @ 4' INTERVALS TO SUPPORT TOP 3'-6"3'-6"6" 6" 3'-6"6" 6" 6" 6" TOP CURB NORMAL GUTTER LINE DEPRESSED GUTTER LINE 1'6"1'-4" 1'-2"1'-6" FACE OF CURB FACE OF CURB DROP INLET TOP CURB B #4 DIAGONAL BARS KEYWAY #4 @ 9" O.C. 3 - #4'S PIPE PIPE ELEVATION SECTION B-B PLAN VIEW STEP (SEE NOTE 11) 1'-6" #4 @ 9" O.C. EACH WAY #4 @ 9" O.C. EACH WAY THIS PORTION OF INLET WALL OMITTED WHEN BUILT WITH EXTENSIONS PIPE THICKNESS 2' CLEAR 1 1/2" EXPANSION JOINT B DEPRESSED GUTTER LINE #4 BAR @ 9" O.C. EACHWAY 1'-6" 6" RECTANGULAR DROP INLET DETAILS 6" MIN.6" MIN. CL 2" CLR.2" CLR. SIZE PER TABLE (4' MIN) 2'-0" LC MANHOLE 4" DEPRESSION 2-3" DIA. WEEP HOLES GROUT 2" DIA. WEEP HOLE (TYP.) 2" DIA. WEEP HOLE (TYP.) 2" DIA. WEEP HOLE (TYP.) DROP INLET NOTES 1.ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER. 2.ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A MINIMUM 2" COVER UNLESS OTHERWISE NOTED. 3.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI -TOP 18" SHALL BE CAST-IN-PLACE. 4.INVERTS SHALL BE POURED MONOLITHICALLY WITH FOOTING. 5.CURB INLET BACK OPENING LOCATIONS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 6.WHEN AN INLET IS PLACED ADJACENT TO CONCRETE PAVEMENT, THE GUTTER DEPRESSION SHALL BE FORMED IN CONCRETE PAVEMENT. 7.PIPES MAY ENTER BOX FROM ANY ANGLE OF ELEVATION AS DIRECTED BY THE ENGINEER. REINFORCING BARS SHALL BE CUT TO CLEAR PIPE BY 2". 8.THE EXPANSION JOINT SHALL HAVE A THICKNESS OF 1/2" AND CONFORM TO AASHTO M213. 9.REFER TO CURB AND GUTTER DETAILS FOR APPROPRIATE CURB CONFIGURATION AND GUTTER DIMENSIONS AT EACH INLET LOCATION. 10.REFER TO PLAN AND PROFILE SHEETS TO DETERMINE EXTENSIONS AND SIZE (IF ANY) ACCOMPANYING DROP INLETS. 11.STEPS ARE REQUIRED IN STORM DRAIN MANHOLES THAT ARE AT 4 FT OF DEPTH AND GREATER (FROM INVERT TO RIM). CENTERLINE OF MANHOLE LID SHALL BE 2 FT FROM THE WALL WHERE STEPS ARE LOCATED. STEPS (6" x 12") SHALL BE COPOLYMER POLYPROPYLENE PLASTIC WITH STEEL CORE AT 16" APART. 12.PRIOR TO AND DURING PLACEMENT OF PAVEMENT IN FRONT OF INLETS, THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AT ALL TIMES. THE METHODS USED FOR THIS WORK SHALL BE APPROVED BY THE ENGINEER. 13.LIMIT DEFLECTION TO 60 DEGREES. IF GREATER, USE NEXT LARGER MANHOLE DIAMETER/SIZE. 6" TYPICAL ALL WALLS VARIABLE 10'-0" MAX 6" PIPE THICKNESS PLUS 6" 6" 10" 6"6" NORMAL GUTTER LINE PIPE THICKNESS PLUS 6" 6" 6"6" #4 BARS @ 12" O.C. 1/2" PREFORMED EXPANSION JOINT 12' TRANSITION FOR GUTTER UPSTREAM 3'-0" PER 1" DEPRESSION CURB AND GUTTER 7'-6" 8'-0" 1'-6"2'-6" 2-#4 BARS CONT. ACROSS FRONT @ 4" O.C. 4' TRANSITION FOR GUTTER DEPRESSION - DOWNSTREAM 1'-0" PER 1" DEPRESSION 1'-6" 1/2" PREFORMED EXPANSION JOINT 2-#4 BARS CONT. ACROSS FRONT @ 4" O.C. CURB AND GUTTER #5 BARS @ 6" O.C. 3 - #4 BARS EVENLY SPACED CONT. THRU INLET 4'-0" 3'-6" 6" SIZE PER TABLE (4' MIN.) TOP SLAB REINFORCEMENT PER STRUCTURE SIZING & REINFORCING TABLE SHOWN ABOVE. 3-#4 BARS EVENLY SPACED CONT. THRU INLET SEE SHEET D3 FOR EXTENSION DETAILS 4" 2" SIDEWALK DROP INLET NOTCH FOR SIDEWALKS DIAMETER OF OUTLET PIPE 48" - 54" 24" - 42" 15" - 18" MIN. WALL THICKNESS 6" 8" 8" * WHEN UNDER TRAFFIC, USE # 5'S @ 6" O.C. E.W. TOP CONCRETE SLAB REINFORCING # 4'S @ 8" O.C. E.W. # 4'S @ 7" O.C. E.W. # 5'S @ 9" O.C. E.W. INSIDE DIMENSION 4' 5' 6' *MIN. WALL THICKNESS 6" 8" 8" EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E 20 HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S DR A I N A G E D E T A I L S M A TTHEW D . C A S EYNo. 10424 S T A T E O F MAY 3, 2023 BID SET 12" MIN. 12" MIN. VARIES NOTE: 1.ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. 2.FULL DEPTH CLASS 7 ABC BACKFILL COMPACTED TO 95% MODIFIED PROCTOR DENSITY REQUIRED UNDER ALL PAVEMENT STORM SEWER PIPE 6" MIN. PIPE BEDDING MATERIAL (SIZE #67 STONE ASTM D448) STORM SEWER (RIGID PIPE) CLASS 67 STONE BACKFILL FINISH GRADE-REVEGETATE 4" TOPSOIL COMPACTED SUITABLE NATIVE MATERIAL EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E 21 HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S DR A I N A G E D E T A I L S 1'-0 1/2"24"4'-6"9'-6" 1'-3 1/2"30"5'-7"11'-0" 1'-7"36"6'-8"13'-0" 2'-1 1/2"42"7'-3"15'-6" 17'-0"7'-10"2'-5"48" CAST-IN-PLACE 94.9 77.1 52.6 39.0 33.4 27.7 0.98 0.82 0.58 0.45 0.37 0.31 Ø 3 1 C C NORMAL F O R E S L O P E CHANNEL BOTTOM R.C. F.E.S. R.C. APPROXIMATE LIMITS OF SOD PROVIDE SOLID SOIL F.E.S. 23 29 5 8 13 17 R.C. CURTAIN WALL DIMENSIONS & QUANTITIES 18" H 1 11 1/2"3'-5" L 1 L 8'-0" SINGLE CONCRETE CUBIC YARD R.C.P.C. REINF. STEEL lbs. PIPE DIA. SOLID SOD 3:1 SQ. YD. PLAN VIEW NOTES: 1. TONGUE END ON UPSTREAM SECTION GROOVE END ON DOWNSTREAM SECTION. 2. SEE MANUFACTURER FOR REINFORCED CONCRETE FLANGED END SECTION DIMENSION. NOTE: THE PORTION OF THE R.C. CURTAIN WALL BENEATH THE FLARED END SECTION (LOWER 1'-0") SHALL BE PLACED MONOLITHICALLY, WITH THE TOP PORTION OF WALL. THE FLARED END SECTION SHALL BE SET IN PLACE & THE R.C. CURTAIN WALL CONSTRUCTED. SECTION C-C 8" 3" PIPE SIDE OF R.C. CURTAIN R.C. F.E.S. 12" L (SINGLE PIPE) 6" O.C. EACH WAY E WW R.C. CURTAIN WALL R.C. CURTAIN WALL DIA. W REINFORCED CONRETE FLARED END SECTION DETAIL NTS M A TTHEW D . C A S EYNo. 10424 S T A T E O F MAY 3, 2023 BID SET 3" ACHM SURFACE (SEE NOTE 4) NOTES: 1. CONCRETE SHALL HAVE A MINIMUM OF 6 BAGS OF CEMENT PER CU. YD., 4-7% AE AND DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI @ 28 DAYS. 2. PERMANENT REPAIRS TO BE USED ONLY WHERE ADJACENT PAVEMENT IS TO REMAIN. USE TEMPORARY PATCH IN AREAS WHERE ADJACENT PAVEMENT IS TO BE REMOVED OR RECONSTRUCTED. 3. ASPHALT FOR TEMPORARY REPAIRS MAY BE HOT MIX OR COLD MIX. 4. COLORED CONCRETE, WHEN ASPHALT IS NOT AVAILABLE, SHALL BE AN INTEGRAL COLOR MIX . SOLOMON DRY PIGMENT - 908 CARBON BLACK "ASPHALT" (1 - 25 LB. BAG PER 3 YARDS), OR APPROVED EQUAL. TOTAL THICKNESS OF PAVEMENT SHALL BE 9 INCHES. MATCH EXISTING GRADE ASPHALT PAVEMENT REPAIR TEMPORARY PAVEMENT REPAIR MIN. 2" ASPHALT MATCH EXISTING GRADE CONCRETE PAVEMENT REPAIR CLASS 7 A.B.C. BACKFILL COMPACT TO 98% MODIFIED PROCTOR DENSITY JOINT SEALER (TYP.) SEE SPECIFICATIONS SAWCUT PAVEMENT (TYP.) EXISTING CONCRETE PAVEMENT6" ± 12"12" 12"12" CLASS 7 A.B.C. BACKFILL COMPACT TO 98% MODIFIED PROCTOR DENSITY CLASS 7 A.B.C. BACKFILL COMPACT TO 98% MODIFIED PROCTOR DENSITY 9" CONCRETE (MATCH EXIST. GRADE) EXISTING PAVEMENT EXISTING PAVEMENT SAW CUT EXISTING PAVEMENT 6" CONCRETE (SEE NOTE 4) EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E 22 HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S PA V E M E N T R E P A I R D E T A I L S M A TTHEW D . C A S EYNo. 10424 S T A T E O F MAY 3, 2023 BID SET U.S. MAIL POST - 2'x14 GA GALV. (.074) NEX TUBER ANCHOR 2-1/4"x12 GA GALV. TUBE (.109) 30" LONG 2" 2" NEX TUBE CROSS SECTIONAL VIEW R 8.50" 7. 5 0 " ADJUSTABLE 6" - 8" MAILBOX BRACKET- 16 GA GALV. (0.65) "U" LOCK WEDGE 16 GA GALV. (0.65) "U" LOCK WEDGE 5/16" x 2-1/2" CARRIAGE BOLT NEX WEDGER WEDGE 5/16" NUT LOCK WASHER POST - 2'x14 GA GALV. (.074) NEX TUBER ANCHOR 2-1/4"x12 GA GALV. TUBE (.109) 30" LONG 8.50" 7.5 0 " ADJUSTABLE 6" - 8" DOUBLE BOX BRACKET- 14 GA GALV. (0.74) "U" LOCK WEDGE 5/16" x 2-1/2" CARRIAGE BOLT WEDGE 5/16" NUT LOCK WASHER U.S. MAIL U.S. MAIL 8.50" 7.5 0 " ADJUSTABLE 6" - 8" 10.0" 12.0" 4.50" 0.56" "U" LOCK WEDGE - SECURE WITH 10-16" x 5/8" SELF DRILLING SCREW 1" FROM END DOUBLE BOX BRACKETMAILBOX BRACKET "U" LOCK WEDGE - SECURE WITH 10-16" x 5/8" SELF DRILLING SCREW 1" FROM END MAILBOX BRACKET- 16 GA GALV. (0.65) 2" 2" NEX TUBE CROSS SECTIONAL VIEW R NEX WEDGER .625" 1.82' 2' "U" LOCK WEDGE 12 GA GALV. (0.109) 0.30" 0.30" ANTIROTATION TAB .625" 1.82' 2' 0.30" 0.30"ANTIROTATION TAB SINGLE MAILBOX INSTALLATION DOUBLE MAILBOX INSTALLATION EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S MA I L B O X D E T A I L S 23 M A TTHEW D . C A S EYNo. 10424 S T A T E O F MAY 3, 2023 BID SET 5' MIN 5' M I N . 2 LAYERS OF 6 MIL PLASTIC LINER STRAW BALES STAKES (TYP) PLAN 2 LAYERS OF6 MIL PLASTIC LINER BINDING WIRE STRAW BALES WOOD OR METAL STAKES SECTION SANDBAG SANDBAG SANDBAG 2-6 MIL PLASTIC LINER NOTES: 1. NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS IS ALLOWED. 2. EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE WASHOUT PIT AREAS. 3. ON-SITE TEMPORARY CONCRETE WASHOUT AREAS SHALL BE LOCATED AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES. 4. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. 5. WASHOUT FACILITIES SHALL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL. 6. PLASTIC LINING MATERIAL SHALL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHALL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS. 7. WHEN WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR WORK, THE HARDENED CONCRETE SHALL BE REMOVED AND DISPOSED OF OFFSITE. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY (i.e. PERMITTED FACILITY OR RECYCLED). NATIVE MATERIAL (OPTIONAL) OTHER MATERIAL MAY BE USED AS APPROVED BY CITY CONCRETE WASHOUT CONCRETE WASHOUT DETAIL 45"x24" PAINTED WHITE PLYWOOD BLACK LETTERS 6" HEIGHT WOOD POSTS 4"x4"x8' 3' 3' STAKE THROUGH PLASTIC INSTALLATION NOTES: 1.STONES SHOULD BE PLACED UP THE CHANNEL BANKS TO PREVENT WATER FROM CUTTING AROUND THE DITCH CHECK. 2.INSTALLATION SHALL BE PLACED EITHER BY HAND OR MECHANICALLY (NOT JUST DUMPED) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH AND ENSURE THE CENTER OF THE DAMN IS LOWER THAN THE EDGES. 3.MAXIMUM SPACING BETWEEN MULTIPLE DAMS SHOULD BE SUCH THAT THE TOE OF THE UPSTREAM CHECK IS THE SAME AS THE TOP OF THE DOWNSTREAM CHECK. INSPECTION NOTES: 4.SEDIMENT SHOULD BE REMOVED WHEN IT REACHES 1/2 THE ORIGINAL CHECK HEIGHT. 5.IN THE CASE OF GRASS-LINED DITCHES OR SWALES, ROCK DITCH CHECKS SHOULD BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE, IF THE SLOPE IS 4% OR LESS. 6.THE AREA BENEATH THE ROCK DITCH CHECKS SHOULD BE SEEDED AND MULCHED IMMEDIATELY AFTER THE CHECK DAM REMOVAL. 2 6" MIN. Z=% WATER F L O W GENERAL RULE FOR SPACING: THE ELEVATION OF THE BOTTOM OF THE UPSTREAM CHECK DAM SHOULD BE EQUAL TO THE ELEVATION OF THE TOP OF THE SUCCEEDING DOWNSTREAM BERM. D TOP OF BANK ELEVATION A ELEVATION B 1 FLOW LINE CHECK DAMS IN SWALE TOP OF BANK 6" MIN. 6" MIN.6" MIN. MARIFI 500X GEOTEXTILE FABRIC MARIFI 500X GEOTEXTILE FABRIC 2 ACRES OR LESS OF DRAINAGE AREA (DOWNSTREAM VIEW) 2-10 ACRES OF DRAINAGE AREA (DOWNSTREAM VIEW) DIRECTION OF FLOW DIRECTION OF FLOW 2 1 2 or 3 1 2 or 3 1 2"-3" CLEAN STONE2"-3" CLEAN STONE TOP OF BANK H H H H 6"-9" CLEAN STONE A A B B 6"-9" CLEAN STONE TYPE 1 TYPE 2 2"-3" CLEAN STONE SEDIMENT LOG CURB INLET PROTECTION NOTES: 1.PLACE DEVICES AROUND PERIMETER OF GRATE/AREA INLET, WITH ENDS OF ADJACENT SEDIMENT LOGS OVERLAPPING 12" MIN. 2.PLACEMENT OF DEVICES SHALL EXTEND 12" MIN BEYOND THE LIMITS OF THE CURB INLET STRUCTURE ON BOTH SIDES. 3.IF ROAD OR PARKING AREA IS OPEN TO PUBLIC, VERIFY SUITABILITY OF BMP WITH CITY OF FAYETTEVILLE ENGINEERING DIVISION. MAINTENANCE NOTES: 4.INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN OR UPGRADIENT OF THE INLET. 7.ANY SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BE REMOVED AS SOON AS PRACTICABLE BUT NOT LATER THAN 3 DAYS AFTER DISCOVERY. 8.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 9.CONTACT THE PUBLIC WORKS INSPECTOR AND/OR ENGINEER FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 10.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. CURB INLET CURB A A GUTTER CONCRETE GUTTER CURB INLET FILTERED WATER SUB-GRADE PAVEMENT SEDIMENT LOG 18" MIN. SEDIMENT LOG CONCRETE BLOCK CONCRETE BLOCK PAVEMENT MAINTAIN ACCESS TO COVER FOR INSPECTION SECTION A-A PLAN SEDIMENT LOGS SHALL HAVE A MIN. WEIGHT PER LINEAR FOOT OF 4.5 LBS AND SHALL EXCLUDE STRAW OR SAND MEDIA. EXAMPLES OF ACCEPTABLE COMMERCIALLY AVAILABLE SEDIMENT LOGS ARE: 1. SILT SOCK 2. BIG RED 3. EROSION EEL EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S ER O S I O N C O N T R O L D E T A I L S 24 ROCK CHECK DAM DETAILS M A TTHEW D . C A S EYNo. 10424 S T A T E O F MAY 3, 2023 BID SET EN G I N E E R I N G D I V I S I O N 11 3 W . M O U N T A I N S T R E E T PH O N E N O : ( 4 7 9 ) 5 7 5 - 8 2 0 6 FA X N O : ( 4 7 9 ) 5 7 5 - 8 2 0 2 ww w . f a y e t t e v i l l e - a r . g o v CI T Y O F FA Y E T T E V I L L E AR K A N S A S CI T Y O F F A Y E T T E V I L L E HA P P Y H O L L O W R D 20 2 3 S I D E W A L K I M P R O V E M E N T S HA N D R A I L & S I G N D E T A I L 25 Scheduled for Completion CONTRACTOR: By DECEMBER 2023 CONTRACTOR'S NAME (LOGO HERE) CITY, STATE HAPPY HOLLOW RD 2023 SIDEWALK IMPROVEMENTS ROAD WORK AHEAD 8' 4' 2' MI N . 2' MI N . CLASS 7 BASE TREATED 4' x 4' POST ENGINEER: CITY OF FAYETTEVILLE CITY OF ARKANSAS FAYETTEVILLE PROJECT SIGN DETAIL ELEVATION 1-1/2" Ø HOT DIP GALV. STEEL HANDRAIL 1/2" STAINLESS STEEL EXPANSION ANCHOR AND BOLT. WELD STEEL CAP ON EACH STANDARD SECTION PLATE DETAIL 4" MIN. 3 4" T Y P . 3 4" T Y P . 2- 12" T Y P . 4" X 4" X 1/4" STEEL PLATE 1/2" DIA. TYPICAL 1/2" STAINLESS STEEL EXPANSION ANCHOR AND BOLT. HDI(SS303) 1/2 BY HILTI FASTENERS, OR APPROVED EQUAL 1/2" RAD. TYPICAL 1/2" 1/2" 4'-6" MIN. HEIGHT 10 1/4" (EACH END)3'-9" ℄ TO ℄ 2"Ø HOT DIP GALV. STEEL STANDARDS 1/2"X 1/2" (SQ. STOCK) HOT DIP GALV. STANDARDS 4" O.C. (MAX) 1 1/2" (MAX.) BOX CULVERT HEADWALL OR RETAINING WALL EXTENDED 6" ABOVE SIDEWALK RAILS STANDARD BOX CULVERT HEADWALL OR RETAINING WALL EXTENDED 6" ABOVE SIDEWALK 3/4" CHAMFER EXP. JT. 8" 4" min. 2" Ø GALV. STEEL STANDARDS 2-1/2" Ø x 8" LONG HOT DIP GALV. STEEL SLEEVE WITH 14" x 4" STEEL PLATE WELDED TO END OPTIONAL SLEEVE DETAIL TYPE I HANDRAIL FOR HEADWALLS AND RETAINING WALLS M A TTHEW D . C A S EYNo. 10424 S T A T E O F MAY 3, 2023 BID SET