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ASBUILT STREETS AND DRAINAGE PLAN SET2 3 AS- = UIL T LEGACY PLACE PHASE 2 STREET AND DRAINAGE IMPROVEMENTS VAN BUREN, CRAWFORD COUNTY, ARKANSAS MAY 2021 NDEX COVER SHEET 4-5 STORM SEWER AND DITCH PROFILES STREETS AND DRAINAGE LAYOUT 6 DETENTION BASIN DETAILS STREET PROFILES 7-8 STREETS AND DRAINAGE DETAILS DEVELOPER: GAITHER MANAGEMENT TRUST #6 SHENANDOAH PLACE RICHARDSON, TEXAS 75080 PHONE: 972-235-2107 ENGINEERS: BRIXEY ENGINEERING 5223 EAST HWY. 45 & LAND SURVEYING, INC. FORT SMITH, ARKANSAS 72906 PHONE: 479-646-6394 G:\ENGINEERING20\20-0229 LEGACY PLACE 2\ASBUILT COVER & DETAILS.dwg SCALE IN FEET r I r LEGEND SANITARY SEWER WATERLINE FIRE HYDRANT WATER METER WATER VALVE STORM SEWER 4" UNDERDRAIN UTILITY SERVICE CONDUIT EASEMENT LINE ORIGINAL CONTOURS FINAL CONTOURS BUILDING SET BACK LINE FRONT YARD = 20' BACK YARD = 20' SIDE STREET YARD = 15' SIDE YARD = 7.5' % - ! LEGACY P LAC E PHASE 2 I F 1 VICINITY MAP SCALE 1 " = 1000' CONCRETE APRONS: • SS U INTERSECTION STREET/STREET APRONS SWALES SQUARE YARDS NORTHRIDGE DRIIVE / THISTLE STREET 2 1 58.22 ASTER STREET / THISTLE STREET 2 37.78 © BRIXEY ENGINEERING & LAND SURVEYING, INC. 2021 Any unauthorized use of this drawing or data by others is at the sole risk of the user. Brixey Engineering & Land Surveying, Inc. shall be held harmless and without liability from claims, costs or damages of any nature including costs of defense arising from improper use of this drawing or data, or by another party. 00 0 100 UNPLATTED 200 -366 — — — — — — — — _ _ _ _ _ PARCEL: 700-08848-000 ZZ A ZZ ZZ ZZZZ �ZZ ZZ�--------------��6� 4 ZZ ZZ ZZ .PP ZZ � ZZ — — ZZ P� or record — ZZ ZZ �d p16 _ZZ 2-- ZZ ------------- BOP = 0 ZZ R���Z —� ZZ �ZZ —°ZZpZZ 60.0' NORTRDItNE _ —) zz ZZ TT - 18 RCP R/W 60.0' R/W - STUBOUT ' -I—- I •. I 1 18" F.E.S 1 22 I 9 I —I 605 - - —I-i-- r - - - - 1 20' ACCESS EASEMENT - I I 1 100 INLET 5 1 I I 1 I I I 1 1 4'X4' INLET 1 1 O W/4' EXTENSION 00 W/ 15" X 27' RCP 1 DETENTION INLET 4 1 I 230 20 1 BASIN 4'X4' INLET I I I 2 1 1 1 1 W/ 18" X 80' RCP I I I I 1 1 1 2 I � I T I 60o 24 1 19 1 I 3 II 1 1 I 1 1 I 3 1 I p6�11 cord 1 40 i 3 II i 00 25 I I I I I I CP\ed Of re 18 PS \ ==_ I 1 I 4 II I 4 \ LJ I I 1 1 I II \ F `1w 9 I \ I 39 1 4�00 26 I 17 � I 5 I I I 5 \ s8 1 1 I m I I I I 38 I \ 1 I 27 1 1 1 585 I Y 16 1 INLET 2 I 4'X4' INLET 1 5+00 W/4' EXTENSION p y------------ 5�0 I 37 1 O 1 W/ 15" X 114' RCP fn 1 1 1 yy I 1 I 28 I ' U I 580 7 I I I 7 / 5j5 I JU"' BOX 1 �I 4'X4' JUNCTION BOX I cn / 46 I 6t00 I 1 CONSTRUCT OVER Q / STA 5+75J I I� I 1 48 I 36 1 00 EXISTING 15" PIPE 1 0 1 �— BCOIN PHASE 2NSTRUCTION 1 s 1 I INLET 3 1 I 29 14 1 1 8 s� I I I 8 1 I 1 4'X4' INLET L--- I— _ 1 S I 1 1 575 1 45 I I 47 W/ 15" X 27' RCP- 1 - 00 I 35 1 1 30 �IS FING 1 � I I _ _ I 00 5 ES O L Na- - -- 4 (REMOVE) - 1 3 J I 9 I I I 9 5I EOP 6.03 - - - I 0 — OP = .8s ------ --- L_------ 44 � �— I— o — — — — 1 --- s I II Approximate) 00 O PROPOSED � I Flood Way Ok DITCH 1 — STA 4+50 — — %� I I I 10 Boundary Per 5$p a oEND PHASE 2 FEMA FIRM 05033C080Epe 43 0° 42 41 34 33 32 1% CONSTRUCTION _ _ \\ \ 10 — ! Effective: 03/16/200 N W 31 \ I I ------- 12 \ \ I ZZ ' zz Z �� _ _ — — \ \ I I I�' — — — 6 ZZ Z� Qc� z ------ — --- ZZ I ZZ ZZ -----Z s Z= Z— ZZ --- -------- I �� ZZ ZZ ZZ '�— Z� ZZ ZZ I I 0 S4 p4eco fd n 7 — ZZ — ZZ zZ — ZZ . •---------- d {or 1a LO ZZ- -+---- N -As a 5fZ 309-- ZZ ----- ® a or 06o Bq3- W------- g�- - • �� - -------------- 600------------- ZZ--�Z 6j610---------------------- ZZ 5 - - - - - - - - - ZZ ZZ 62p - - NOTE: ALL INLETS ARE 4' X 4' INSIDE DIMENSIONS 6's ZZ --- ZZ ZZ ZZ 77 UNLESS OTHERWISE NOTED. — ZZ ZZ UNPLATTED — ZZ— ,ir aw �Li�LS E /1 ZZ W ZZ — ZZ ZZ :17R/W UNPLATTED PARCEL 033-001-05362-000 William & Sharlene Gaither EXISTING CONCRETE DITCH Approximate / Flood Zone Boundary Per , FEMA FIRM 05033CO80H Effective: 03/ 16/2009 UNPLATTED PARCEL 033-001-05366-000 John Speaker & Etal BRIXEY ENGINEERING & LAND SURVEYING, INC. CONSULTING ENGINEERS -- LAND SURVEYORS 5223 East Highway 45 P.O. Box 6180 Fort Smith, Arkansas 72906 (479) 646-6394 SCALE IN FEET 100 0 100 200 300 `�111111111///� All BRIXEY '.p2 ENGINEERING & E : LAND SURVEYING, H PA: INCORPORATED v; NOZ 0. ae ,' %�NSA SI ENS{ ����````` �//111111111` Revisions: /A E 5/24/202' 01 5j o f %% ARISAS REGITSERED 10FE IONAL s ENGINEER 0 0. 11 0 � G:\ENGINEERING20\20-0229 LEGACY PLACE 2\ASBUILT STREETS AND DRAINAGE.dwq AS -BUILT STREETS AND DRAINAGE LAYOUT LEGACY PLACE PHASE 2 CITY OF VAN BUREN CRAWFORD COUNTY, ARKANSAS Prepared For: GAITHER MANAGEMENT TRUST Date: 5/24/21 Drawn By: CNB Approved: CNB Job No. 20-0229 Sheet 2 Filed 605 605 600 600 PI STA 1 +90. 0 595 p � CURVE I L 580.40 N 180.00 595 590 O 0 � �;7 o M 590 J W + � 585 m 585 w m N 0- 0 580 � w 580 575 1.729' 575 570 O o 0 570 o� al ±� 0OR 565 565 560 N U J W U N w _ V) a J W a STA. 4+ TIE TO STREETI 0 XISTING 560 I 555 555 550 STER STREET 550 —1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 © BRIXEY ENGINEERING & LAND SURVEYING, INC. 2021 Any unauthorized use of this drawing or data by others is at the sole risk of the user. Brixey Engineering & Land Surveying, Inc. shall be held harmless and without liability from claims, costs or damages of any nature including costs of defense arising from improper use of this drawing or data, or by another party. 605 Vill STA 3+35.0 605 _ O V I EL = 587.30 600 o 00 OR Ui ui CURVE K LEN = 29.9 180.00 600 N O II 595 Q � W Q II W II N J O � N � p N O O 595 U 0_ U > N J a > II ad r + 590 J Q J 590 585 -1.3 — z.1 % — — Q a W N a ' 585 J > 580 �90 580 575 a I 0 575 0 + O v Co N LO 00 r co 00 Ui NIn + a) r 00 PI STA = 1 +45 583 36 00 Q 570 II II II II II 0 570 cn w VPI EL URVE N= 200.00 > W a5 W _ J L 565 m m K= 58. 2 ; Lo 565 VPi STA = 6+30.0 N w 560 VP1 CURVE EL LEN 175.80 = 174.)0 0 0 560 K = 26.99 555 555 HIS LESTREET550 550 —1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 595 0 0a 000 0 595 +r U-) 0(a O O � 590 " II J `+ � ° ^ 590 N II II 585 U > > �� (na ,I J N� J TURE 585 �60000NSTRWCTION _j a > 580 � 580 ao r- 575 0� L 4-- — p.75% 575 H J i M O 570 00 570 L U 565 II a II 565 VPI VPI TA = 2 L = 572.78 50.00 K = 38.52 En W 560 ST . 5+75 w w 560 BEGIN PHASE 2 CONSIRUCTION 555 555 550 B RBE RY STR ET 550 —1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 BRIXEY ENGINEERING & LAND SURVEYING, INC. CONSULTING ENGINEERS -- LAND SURVEYORS 5223 East Highway 45 P.O. Box 6180 Fort Smith, Arkansas 72906 1479) 646-6394 A tjT ii, BRIXEY ENGINEERING & %2 E : LAND SURVEYING, = 3 P4 Z INCORPORATED V ; NO. 98 1/111,`,C�Q IVSAE Revisions: 'E �F�%5/13/2021 11/ ARig§AS REGISTERED \� PROFESSIONALk' ENGINEER A0.114@0 ;11 G:\ENGINEERING20\20-0229 LEGACY PLACE 2\ASB AS -BUILT STREET PROFILES LEGACY PLACE PHASE 2 CITY OF VAN BUREN CRAWFORD COUNTY, ARKANSAS Prepared For: GAITHER MANAGEMENT TRUST UILT STREET PROFILES.dwa Date: 5/13/21 Drawn By: CNB Approved: CNB Job No. 20-0229 Sheet 3 Filed DRAINAGE REPORT ABEL (TYPICAL) 580 � 580 o 0 LO o II rh II o+ 0+ > uj EXISTING STORM z II w r II w SEWER (TYPICALI 575 U) 5f z U) Of 575 P E71g9 570 31.5' 15" RCP 570 N c0 ? N 00 ILO r 00 LO 0 II 565 II II II r �r ui �� 565 560 560 —1 +00 0+00 1 +00 DRAINAGE REPORT LABEL (TYPICAL) N (D i z z 590 0 0 590 o 00 00 Lj o L0 II M II oLO I LO Iuj 585 J Z�� Q J Q ZEnOf 585 PIPE PI 5 1.26 580 1 580 1.0' 15" RCP u> ,P r, 0 0 00 0 MG In LO M 00 LO IIt 575 II II LO it LO 575 9: 0-0-0- W a: w o- 570 D U- 570 565 00LO cli 565 DRAINAGE LABEL REPORT r,r,000 TYPICAL) `O II 000 `O `O `O II II II N fj (O CO 560 �o_a a- 560 0+00 1 +00 DRAINAGE REPORT LABEL (TYPICAL) l0 (D X o M J a) J z N Z M N U z r rn 580 � = D O U iA LO00 + II ij II 580 OR GROU D + o n N It Oui r II EXISTING X STORM O LON II i"') II W II W o r, °° `r' LOrn r N SEWER (TYPICAL) m + FINISHED GRADE z N z p + II II N II w v II w J � � J Z Q � � 575 II II w II w Z CQ~n � � � _ PIPE E 575 Q J Q _ _ $4 ^ J z v~i of _cno PI 2 1 73% PIPE 30.9' 15" R CP PIPE 3 0.95% PIPE 4 0.90% , 15" RCP N P117. n0 rn 570 IPE 1 0.93% 15" RCP `�`O r 570 151.4' _ _ InLO LO _ 79 5 24" RCP 00 LO LO II II II cD r� 70.6 24 R P ' M o o o II II N M 146.8, 30" RCP iO(o (00 LO II n III ZN W 0-0- Q_ _ (0� `n `n �� N as 565 N " " II II Nto �_ r W w� - 565 II LLjLLj ao LOrn n� r ri ri r7 dd LO 1) LOLO LO d CON TRUCTED II II DRAINAGE REPORT II II II a_ 8" SANITARY LABEL (TYPICAL) incD rn 560 SEWER �� �� a 560 o 0- 0-0-a 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 DRAINAGE REPORT LABEL (TYPICAL) O N M O 0 M II z (o D L 590 � w ORIGINAL ROUND ro M O � � � 590 ai a p Y ^� m��j �r�0 Z 30II w co II + 0 II J W Xo + II 0 + (n > i0 [il W z Q g m � z II w Z 00 II (~n of U II W X 585 Z N i -- W N of 585 o W II cD in FUTUR STORM g �" rn II SEWE (TYPICAL) w 56p O N PIPE 4 1 \Q J II w PIPE PIPE 13 1.04% 580 J z Q it // PIPE 4 0 86% R p 580 18" RCP �g i PIPE 11 .52% 78 4' 18' RC (D Imo\, 000 81.21p. n o f LO o II n I , j, j, � o o I I + + 190.8' 1 „RCP 0 II II II 6 o m M 6 comma 575 + O Ej ��� II w II L / 2- 97% II It 'n M `n 00 o o,n `O� 575 II w Q Q 10 oZ) ww� II II II Q — N 0_ — (n O r O a d d M � cn1— `O V 0 �L PIPE 0.72% IRE 9 0.7 RCP 18 g2.2 II II w N w Of w 9 0 w wwa 0o z D D 0.0_ o E: E: w w W 570 0_ w TURE STORM 570 24„ CON RUCTED EWER TYPICAL 105.5 u� rn o U- "SANITARY 00 LO U') r, SEWER LO LO II II II II II corn rno 565 w ww o w a_a a0- mo 565 PROPOSED r-000 8" SANITARY Ed r r- r- r- w SEWER LO LO II II In LO LO N II II II 04nO 560 DRAINAGE REPORT LABEL (TYPICAL) �aui a0- wawiui 560 a0-0- 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 NOTE: PIPE LENGTHS SHOWN ARE TO THE CENTER OF INLET SEE PLAN SHEET FOR ACTUAL PIPE LENGTHS Revisions: BRIXEY ENGINEERING & LAND SURVEYING, INC. CONSULTING ENGINEERS -- LAND SURVEYORS 5223 East Highway 45 P.O. Box 6180 Fort Smith, Arkansas 72906 (479) 646-6394 //15I A T E 0 !%. 4/2021 ARRAS �0 REGISTERED �` PROFESSIONAL ENGINEER �% V'\ AO. 1 WO . • A" G:\LNU1NLLKINGIU\1U-U229 LLGAUY NLAUL AS -BUILT STORM SEWER AND DITCH PROFILES LEGACY PLACE PHASE 2 CITY OF VAN BUREN CRAWFORD COUNTY, ARKANSAS Prepared For: GAITHER MANAGEMENT TRUST UILT STORM PROFILES.dwq Date: 5/24/21 Drawn By: CNB Approved: CNB Job No. 20-0229 Sheet 4 Filed 605 r- 605 N + � LO r7 II II Q J w 600 N n 600 a O w w VPI S A = 3+06.34 VPI El. 593.05 595 -- --- 595 PI STA = 2 65.77 PI EL = 590.75 56 590 590 ,-'' PI STA = 1 +51.80 ti° 585 PI EL = 582 76 585 ORIGINAL GROUND ,� 580 ' 580 q FINISH D DITCH CENTERLINE GRADE 575 ,�' 575 �d 6�j 570 'VPLI STA 0 51.20 570 VPI EL = 573.42 565 0 l-Z00 565 o + 0) 0) O II LO 560 H `� II J w 560 m m 555 555 550 DIT H 1 550 0+00 1 +00 2+00 3+00 4+00 Revisions: BRIXEY ENGINEERING & LAND SURVEYING, INC. CONSULTING ENGINEERS -- LAND SURVEYORS 5223 East Highway 45 P.O. Box 6180 Fort Smith, Arkansas 72906 (479) 646-6394 I1�SI A T E 0F!6,"- 2021 ARIAS REGISTERED 60FESSIONAL§ ENGINEER 1 ENO. 3490b ., A# G:\ENGINEERING20\20-0229 LEGACY PLACE 2\ASBUILT STORM PROFILES.dwa AS -BUILT STORM SEWER AND. DITCH PROFILES LEGACY PLACE PHASE 2 CITY OF VAN BUREN CRAWFORD COUNTY, ARKANSAS Prepared For: GAITHER MANAGEMENT TRUST Date: 5/24/21 Drawn By: CNB Approved: CNB Job No. 20-0229 Sheet 5 Filed I I I I I ► I ► I ► I EXISTING CONCRETE DITCH 20' ACCESS EASEMENT I 9. 'bib 0 569.50 :569.30 s�3 OUTLET STRUCTURE 5'X4' STRUCTURE W/ 36" X 33' RCP W/ F.E.S. 4' WIDE DIKE EL = 573.50 SCALE IN FEET 40 0 40 80 120 © BRIXEY ENGINEERING & LAND SURVEYING, INC. 2021 Any unauthorized use of this drawing or data by others is at the sole risk of the user. Brixey Engineering & Land Surveying, Inc. shall be held harmless and without liability from claims, costs or damages of any nature including costs of defense arising from improper use of this drawing or data, or by another party. Approximate Flood Zone Boundary Per FEMA FIRM 05033C080H Effective: 03/ 16/2009 100—YR WSE = 572.42 IN POND DETENTION 569.95 BASIN 569.75 68.9 570 LEGEND EXISTING CONTOURS FINAL CONTOURS CONTOUR INTERVAL = 1' LEGACY PLACE TRACT B BOUNDARY ^h h 600 � 600 HEAVY DUTY MANHOLE FRAME & COVER #4 @ 12" O.C. \ 1/4„.1' iD SLOPE EL. 573.00 I• 6" OPENING ° i_1 `SIDE) r• "I HEAVY DUTY MANHOLE FRAME & COVER EL. 573.00 EL. 572.00 4' #4 © 12" O.C. ��,--#4 @ 6" O.C. OPENING I• f F.L. EL. 568.90 • 575 #4 O 10"11 24" PVC PIPE 00 F.L. EL. 568.90 O.C. E.W. V #4 ® 10" oo , (TYPICAL) O.C. E.W. #4 ® 10" 6" 5'-0" 6" O.C. E.W. 6" 4'-0" 6" SECTION "A -A" SECTION "B-B" Flood Way Boundary Per FEMA FIRM 05033CO80H Effective: 03/ 16/2009 BRIXEY ENGINEERING & r_:3 LAND SURVEYING, INC. 0jCONSULTING ENGINEERS -- LAND SURVEYORS V-j 5223 East Highway 45 P.O. Box 6180 Fort Smith, Arkansas 72906 (479) 646-6394 100—YEAR PEAK WATER SURFACE ELEVATION = 572.42 POND BOTTOM Revisions: A 6" 4' 6" #4 BARS ® 12" O.C. 2� B B #4 BARS LID 24" PVC PIPE •• 36" RCP PIPE T�o #4 BARS ® 6" O.C. A r PLAN VIEW 4' INSIDE DIM. EL. 573.00 DETENTION STORAGE 24" OPENING / DETENTION POND OUTLET STRUCTURE N.T.S. SPILLWAY EL. 573.50 I OUTLET STRUCTURE N.T.S. /A T E 5/24/2021 Ill//ARigl AS REGISTERED � PROFESSIONAL% ENGINEER D DIKE 36" RCP PIPE U:\LNVINLLKINVIU\2U—U229 LLUAGY F'LAUL 2\AS1:3I AS -BUILT DETENTION BASIN DETAILS LEGACY PLACE PHASE 2 CITY OF VAN BUREN CRAWFORD COUNTY, ARKANSAS Prepared For: Gaither Management Trust #4 ® 10" O.C. E.W. (TYPICAL) EL. 568.67 ILT PLAN DETAILS.dwg Date: 5/24/2021 Drawn By: CNB Approved: CNB Job No. 20-0229 Sheet 6 Filed TYPICAL EXPANSION JOINT TYPE C-1 25' - 0" 5' DEW 4" PC CONCRETE 3 SIDEWALK (5" AT Di IVES) 11 2% e A A -d RIGHT OF WAY AS SHOWN ON PLANS I —CL RIGHT OF WAY 27' - 0" PROFILE GRADE BACK TO BACK OF CURB 13' - 6" 13' - 6" 2.5" TYPE III ACHM SLOPE FOOT SURFACE COURSE FO 24' PER d d — d d dd ddddd dddd dd ddddddddd dd dd dd ddddddd �dd dd d dd d �"4,11d dddd, ddddddd d d d d d dddd ddddddd d. CONC. CURB ddd dd d - - & GUTTER 25' - 0" 5' SIDEWALK 2' MIN. CURB BACKFILL MATERIAL I 2% • �1 d d NOTE: TOP OF CURB IS 0.10' HIGHER THAN UNDERCUT TO SHALE THE OF THE STREET 1' MIN. COMPACTED SUBGRADE VARIABLE DEPTH SELECT MATERIAL 95% STANDARD PROCTOR COMPACTED TO 95% STANDARD PROCTOR 9" CLASS 7 BASE (MIN. CBR OF 9) COMPACTED TO 95% MODIFIED PROCTOR DETAIL TYPICAL 27' STREET A TO BE USED ON: N.T.S. CEDAR STREET STA. 12+28 TO 19+78 RIGHT OF WAY 25' - 0" AS SHOWN ON PLANS 25' - 0" RIGHT OF WAY 27' - 0" PROFILE GRADE 5' BACK TO BACK OF CURB 5' SIDEWALK SIDEWALK 13' - 6" 13' - 6" , 4 PC CONCRETE 2 MIN. CURB BACKFILL �3 SIDEWALK (5" AT DRIVES) MATERIAL 11 2% 2.5" TYPE III ACHM SLOPE FOOT SURFACE COURSE I 2% 311. e • dddd dddd ddd ddddddd ddd ddd dddddd ddddddddddd dddddd dddddd ddd dd� ddd dddd dd d d^ • d dd dd d d dddd d d d d ddddd dd ddddd dd dddddd-dd dd d • d CONC. CURB & GUTTER NOTE: TOP OF CURB IS 12" SELECT MATERIAL COMPACTED 0.10' HIGHER THAN 1' MIN. COMPACTED SUBGRADE TO 95% STANDARD PROCTOR THE (� OF THE STREET 95% STANDARD PROCTOR (MIN. CBR OF 20) 8" CLASS 7 BASE MIN. CBR FOR SUBGRADE IS 5.3 COMPACTED TO DETAIL TYPICAL 27' STREET rB 95% MODIFIED PROCTOR TO BE USED ON: N.T.S. STA. 0+00 TO 3+00 ASTER STREET AND 5+75 TO 7+56.03 BARBERRY STREET AND LOCATIONS WITH IN —SITU CBR BETWEEN 5.3 AND 7.2, WHERE A-6 OR A-7 SOILS ARE PRESENT 25' - 0" 5' SIDEWALK 4" PC CONCRETE 13' - 6" 3 SIDEWALK (5" AT DRIVES) j1 2% I SLOPE 24' PER FOOT A dd ddddddd dd dddddd dd ddddd CONC. CURB e d A ddd 44,gd dd ddd & GUTTER 1' MIN. COMPACTED SUBGRADE 95% STANDARD PROCTOR MIN. CBR FOR SUBGRADE IS 10.5 RIGHT OF WAY AS SHOWN ON PLANS I —CL RIGHT OF WAY 27' - 0" PROFILE GRADE BACK TO BACK OF CURB 13, - 6" 2.5" TYPE III ACHM SURFACE COURSE ddGddd dddddd dddddd ddd �d dd ddddd ddd dddd d. ddd dd„ d. .d 25' - 0" 5' SIDEWALK 2' MIN. CURB BACKFILL MATERIAL I 2% d d NOTE: TOP OF CURB IS 0.10' HIGHER THAN \ THE (� OF THE STREET 8.5" CLASS 7 BASE COMPACTED TO DETAIL TYPICAL 27' STREET C 95% MODIFIED PROCTOR TO BE USED ON: N.T.S. THISTLE STREET STA. 4+00 TO 7+50.86 AND ASTER STREET STA. 3+00 TO 4+50 AND LOCATIONS WITH MIN. CBR OF 10.5, WHERE A-6 OR A-7 SOILS ARE NOT PRESENT BRIXEY ENGINEERING & LAND SURVEYING, INC. CONSULTING ENGINEERS -- LAND SURVEYORS 5223 East Highway 45 P.O. Box 6180 Fort Smith, Arkansas 72906 (479) 646-6394 Revisions: LIMITS OF PAYMENT FOR - CONCRETE CURB & GUTTER TYPE "A" SHS ASPHALT OWN ONNP�SE ° CONCRETE S GUTTER MUST SPILL WATER ON UPSTREAM SIDE d TYPICAL CONSTRUCTION A A JOINT TYPE A-1 d q d INTEGRAL CURB A 4A A a (SEE NOTE 5) I a o ° co .° da ° d e d ° ° ^ d a —INTEGRAL CURB (SEE NOTE 5) �On? R0A�ES N 0�A SNp`N O ° d FLOWLINE OF SWALE oI SEE SEE NOTE 5 • A _ 4A]l A TYPE A-1 CONSTRUCTION JOINT 1 /8" TO 1 /4" SAWCUT TYPE B-1 CONTRACTION JOINT 1 /2" -1/8" RAD. d A a e , d EXPANSION JOINT MATERIAL TYPE C-1 EXPANSION JOINT NOTE 5 A ASPHALT CONCRETE THROUGH STREET PLAN VIEW 8' - 0" CONCRETE PAVEMENT SWALE J FILTER FABRIC- GRANULAR - FILTER MATERIAL 4" PERFORATED- UNDERDRAIN PIPE CONCRETE APRON C-1 TYPICAL CONTRACTION JOINT TYPE B-1 TYPICAL CONSTRUCTION JOINT TYPE A-1 9.9 12" UNDERDRAIN DETAIL N 4000 P.S.I. CONC. ASPH. PAVING SLOPE TO DRAIN v w p v a a v v V v v p c 1 p p v a vC p p c c p RUSHED STONE BASE SUBGRADE SECTION "A -A" NOTES: 1. CONCRETE PAVEMENT APRONS AND SWALE SHALL BE P.C. CONCRETE, 6" THICK, UNLESS OTHERWISE NOTED. 2. SLOPE PAVEMENT FOR DRAINAGE. 3. REFER TO ELEVATIONS SHOWN ON PLANS. 4. SWALE TO BE CONSTRUCTED ONLY WHEN DRAINAGE FLOWS ACROSS INTERSECTING STREET. 5. ROUND OFF CORNER OF APRON 12" WHEN APRONS ARE CONSTRUCTED WITHOUT A SWALE. 6. CONSTRUCTION AND PAYMENT OF CURB SHALL BE INCIDENTAL TO APRON. PAY LIMIT OF APRON IS MEASURED TO THE BACK OF CURB. 7. LOCATION OF SWALE MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER. /�ii���� 5/24/21 ///Sj ATE I ARRAS REGISTERED \�` PROFESSIONAL' ENGINEER 10 Nk 0. 14 =�1AD BRA -Af V:\ENVINEEKINV20\2U—U229 LEGACY NLAC:E 2\ASE AS -BUILT STREETS & DRAINAGE DETAILS LEGACY PLACE PHASE 2 CITY OF VAN BUREN CRAWFORD COUNTY, ARKANSAS Prepared For: Gaither Management Trust UILT COVER & DETAILS.dwg Date: 5/24/21 Drawn By: CNB Approved: CNB Job No. 20-0229 Sheet 7 3-11/16" 2" 1-11 16" CONCRETE CURB SECTION TYPE "A" N.T.S. ESENOTE 2� 3 MAX. \� , MAX. V V PLAN ' 2' SEED AND MULCH CONSTRT DIKE ON LOW US DE OF DITCH CT AND ACX—SECTION IF DITCH IS TRANSVERSE TO NATURAL SLOPE. TYPICAL SECTION OF GRASS LINED SWALE N.T.S. NOTES: 1. ALL SWALES TO BE SOLID SOD. 2. MINIMUM DEPTH FOR DITCH 1 SHALL BE 1 FOOT. INLET NOTES: 1. WHEN AN INLET IS PLACED ADJACENT TO CONCRETE PAVEMENT THE GUTTER DEPRESSION SHALL BE FORMED IN CONCRETE PAVEMENT. 2. STANDARD JUNCTION BOXES TO BE CONSTRUCTED IDENTICALLY TO TYPE C INLET EXCEPT FOR THE ABSENCE OF A CURB OPENING. 3. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER. 4. ALL REINFORCING BARS SHALL BE #4 AND HAVE A MINIMUM 1 1 /2" COVER NEXT TO AIR, 3" NEXT TO GROUND UNLESS NOTED OTHERWISE. 5. 4" DIAMETER WEEP HOLES TO BE INSTALLED IN THE INLET WALLS AS DIRECTED BY THE ENGINEER. OUTSIDE ENDS OF WEEP HOLE PIPE SHALL BE WRAPPED WITH FILTER FABRIC TO PREVENT SOIL INTRUSION INTO THE PIPE. 6. CURB INLETS AND EXTENSIONS ON CURVED SECTIONS SHALL CONFORM TO THE CURVATURE OF THE CURB. 7. DURING CONSTRUCTION OF THE ROADWAY, THE CONTRACTOR SHALL MAINTAIN DRAINAGE INTO OR AROUND THE DROP INLET AS APPROVED BY THE ENGINEER. 8. PAYMENT FOR CURB AND GUTTER WITHIN THE LIMITS OF CURB INLETS AND EXTENSIONS WILL BE MEASURED AND PAID FOR SEPARATELY AS CURB AND GUTTER. 9. PRECAST UNITS MAY BE USED FOR INLET BOTTOMS AND WALLS ONLY. TOPS MUST BE CAST —IN —PLACE. ADJUSTMENTS TO BOXES DUE TO GRADE CHANGES WILL BE AT NO COST TO THE OWNER. 10. INLET AND OUTLET PIPES SHALL BE PLACED TO ALLOW SUFFICIENT SPACE FOR INLET EXTENSION CONSTRUCTION. END VIEW 1 W DIA. W T I D SECTION X—X SECTION Y—Y FLARED END SECTION B V-0" TRANSITION FOR GUTTER DEPRESSION UPSTREAM CUR 1 /2" EXPANSION JOINT N.T.S. W= WALL THICKNESS OF PIPE DIA. D E 18" 6'-1 " 3'-0" 24" 6'-1 Y2" 4,-0" 30" 6'-1374 " / 5'-0" 36" 8'-1y, 11 6,-0„ 42" 8'-2" 6,-6" 48" 8'-2" 7'-0" 54" 8'-4" 7'-6" 60" 8'-4" 8'-0" 72" 8'-4" 91-01, 7.5" CLASS 7 BASE FLOWABLE FILL CLASS 67 GRANULi BACKFI A #4 ® 12" O.C. 6" VARIES 7 5/18" #4 ® 6" O.C. SEE CURB OPENING DETAIL TOP CURB ------ �� B #4 ®6" O.C. I NORMAL — Lj , o I I • � „ 4" DIA. .' COLUMI r--------=� • • cO CONST. o JOINT iv #4 ® 12" O.C. #4 ® 6" O.C. i 6 1 —0" PLAN A SECTION "A -A" NOTE: REFERENCE TO INLET DIMENSIONS ON THE PLAN SHEETS IS IN THE SEQUENCE B X W A #4 BARS-6" CTRS. „I BRIXEY ENGINEERING & LAND SURVEYING, INC. CONSULTING ENGINEERS -- LAND SURVEYORS 5223 East Highway 45 P.O. Box 6180 Fort Smith, Arkansas 72906 (479) 646-6394 A� PLAN #4 BARS-12" CTRS. #4 BARS #4 BARS-6" CTRS. 1 2" #4 ® 12" O.C. DROP INLET THROAT EXTENSION 1/4" SLOPE PER FOOT HEAVY DUTY MH FRAME 6" CONC. SLA�7 & LID 16- I 6., #4 ® 6" O.C. ` SEE CURB OPENING DETAIL EXTEND #4 VERT. BARS g" 3" INTO TOP SLAB #4 j 10" O.C. INSTALL 4" PIPE —/ ® SUBGRADE ELEV. FOR DRAINAGE DURING CONSTR. DROP INLET (TYPE C) N.T.S. Revisions: "PLUS IPE WALL SICKNESS T jrT i w O.C. E.W SECTION "A -A" //A E �� 5/24/21 k. 00 ARRAS 1 *** 14A REGISTERED \� PROFESSIONAL ENGINEER C� DEPRESSED GUTTER LINE CURB6" REFER TO CURB & GUTTER DETAIL 4 1/2" io 6" MIN �I CONCRETE EXISTING UTILITY BACKFILL N.T.S. 4" DIA. CONCRETE COLUMNS SPACED 4'-0" INTERVALS ALONG INLET TO SUPPORT TOP 1 — 4 BAR CENTERED IN CO UMN CONFORMS TO ADJACENT CURB 1/2" PER FOOT VARIES SECTION "B-B" 2'-0" BACK OF CURB SHAPE TO MATCH CURB 1 " R #4 ® 2" FROM NOSE 4" NOSE a e, e Zo ate• I #4 ® 6" O.C. INSTALL PIPE FOR SUBGRADE ° DRAINAGE DURING CONSTRUCTION (AS REQUIRED) A CURB OPENING N.T.S. 4" DIA. COLUMN ® 4'-0" MAX. SPACING. 1 — #4 BAR CENTERED IN COLUMN. © BRIXEY ENGINEERING & LAND SURVEYING, INC. 2021 Any unauthorized use of this drawing or data by others is at the sole risk of the user. Brixey Engineering & Land Surveying, Inc. shall be held harmless and without liability from claims, costs or damages of any nature including costs of defense arising from improper use of this drawing or data, or by another party. G:\ENGINEERING20\20-0229 LEGACY PLACE 2\ASBUILT COVER & DETAILS.dwg AS -BUILT STREETS & DRAINAGE DETAILS LEGACY PLACE PHASE 2 CITY OF VAN BUREN CRAWFORD COUNTY, ARKANSAS Prepared For: Gaither Management Trust Date: 5/24/2021 Drawn By: CNB Approved: CNB Job No. 20-0229 Sheet 8