Midwestern Engineers, Inc. Plan Preview

TOP OF BANK - 550.00' 0 < 0 0 � 0 0 � �' .-' �I � 0 0 � �o �o z � o r; og i�I �� •• Nm :i ' QM �o • I �N - MO 'J! • "' > Sw �� � YI -" " g� - �� < ' �8 - C zZ .J 0�1 :r o < �0 o_ a "' £<, , ra <� 12" HOPE OUTLET PIPE DRY DETENTION BASIN NOT TO SCALE TOP OF BANK - 550,00' 100-YR ELEVATION - 548 24 10-YR ELEVATION 546.90 2-YR ELEVATION - 546 05' POOL ELEVATION - 545 00' 1------------75'-----------< WET RETENTION BASIN NOTTO SCALE 4 \%<"%<0«<"< '� "-"< "-"< "-"< ,, "-"< "-"< "-"< "-"< '---v<-..000"%'(.;(, �'0'-,A,A,A,A A A A A A,A,A,A,A A,0 4'-0" Wt J.- i m1- ;ii-.' \-«) i------------ 40'------------1 EMERGENCY OVERFLOW NOTTO SCALE 2'-0" 'i. 2'-0" 6'-0" 12'-o" 12'-o" 6'-0" 4'-o" 2% 2% �--' J. 24'-0" Limits of Subg�ode Treotment TYPICAL FULL DEPTH PAVEMENT WITH CURB SECTION ROUND ENO & CORNER POST TENSION BAA CHAJN LINK FIIBR!C, TOP SELVAGE TWISTfll (3) STRANDS OF BARBEO WIRE, £A. CONStsTING OF 2 STRAND LINE WIRE w/ � PT B',RBS f9 GAUGE WIRE MESH FABRIC 1.66" [42.2t.1t.1l (1%i 0.0. BRACE RAIL ROUND END & CORNER F'OST .. n• j ',,. 1; It'.·: I ....----1 c 11 • I .,. CONC. TYPICAL • • •• 1 r ·.: I FENCE SECTION ELEVATION - ROUND END POSTS 1---2 . . I J;-1J'±... ,. r-,..-I CHAIN LINK FENCE & GATE DETAILS SCALE: 3/S" - 1'-0" Cfr IIIIHHHII It� HHHHHH J'tJ GATE PLAN �-----(\.)OPOW::/,,.,,......______ POST TOP I .·JI, I I •. 11 I 9 GAUGE MESH FABRIC, BLACK PVC COATED .L. I .11 ·,, I ' 'I I ,· 1 l lJ.-d,=f '. r_ ,. -I t AU JOINTS WELDrn TO MA.'<:E A SOLID FRAME f'lJLCRUt.! IATCH w/ STRIKE STRAP SWING GATE SECTION ELEVATION 40 Min. or to R/W --------+--h i � .S 0 _1_ � --=_l D = Outside Diameter of Structure EMERGENCYOVERFLOW ELEVATION - 549.00' MINIMUM RIPRAP APRON DIMENSIONS NOT TO SCALE -y,\ "" ,, • (rrp) 2" SQ GATE FRAME (TY!'. 4 SIDES) CUT FlU. ... LEGEND @ 220 lb/yds' HMA Surface on 220 lb/yds' HMA Intermediate 440 lb/yds' HMA Bose on Subgrade Type II @ 6" STONE SHOULDER r--•·----; FULCRUM lATCH w/ SffilKE STRAP SINGLE MAN GATE ELEVATION on .. .S " - 0 .. m Pay DIA. T (min.) ie· •• 1 5" ,, .. 16" , 1. . 21" , i .. 2 4" 3" 27' 3 j" 30" 3 !" 33' 3j'· 36 " •• Pipe culvert Concrete � end section D Ripro.p to be placed on �ide �lope when aho.,.n on plans. D C B = fD-Cl Tongue end on inlet end. Grooved end on oullet end. Cl11M A concrete_/' ·_' �- LONGITUDINAL SECTION C\118':i A concrete / l2"CloCJ max. spacingI L+. ' Computed len,1:th of culvert� length of culvert I D SEX:l'ION A-A A (±1") , . . 7' U" II" !'-0 1'-l J '-2 l ' - 3 l'-5 SLOPE DETAIL Concrete Pipe Toe Anchor TABLE OF DIMENSIONS C (±1") 4'-3 •• 0 4'-1 3 '-6 • 6 e-5 1'-10 3'-6 3' l D E K (±1") (±1") RI R2 APPROX. WEIGHT, lb. 6'-2 e -o 1.3 we" •• 800 , . 3 <-6 1.5 1 2 �" ll" JIOO 6'-2 3'-0 l.6 152" te' 1300 6'- 3 3'-6 2.l 168" Cl" 1 500 6'-3 4'-0 2.3 JBiti" 14" 1800 6 ' -3 4'-6 2.6 rnj;" 142" 2100 6 ' -3 5'-0 , .• 18� " 1 5 " 2<00 8 '-3 5'-6 " 23f" 17�" <JOO , . 3 6'-0 3.4 24i" ,, . . 4200 NOTE· PIPE TO BE INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS TRENCH IN ACCORDANCE WITH OSHA REGULATIONS DIA (in.) MIN. TRENCH WIDTI-1 �n.) 12 15 34 18 39 24 48 30 56 36 64 42 72 48 80 60 00 . i' . PER TRENCH WIDTH CHART INDIANA DEPARTMENT or TRANSPORTATION PRECAST CONCRETE END SECTION MH 1998 STANDARD DRAWING NO.E ?15--PCES-01 .,--··•""�·��-- - ,-·Z?�0\ l�f No. \4\ ; t 18095 : ' \�ijU'l CF !J/ '· - �,.,,)��>/ ,..,.,...,,,,.,,. <ET"-"PUallNTitli-J .. - 1':� h zt..r:.,� J, 11- ,:_; w /�- Z<ln<I( CRJi"1<><•,.:r _,.,,_. -·- ��- -· -- PAVEMENT REPAIR PER STREET CROSSING DETAIL WHERE REQ'D TAMPED EARTH FILL MATERIAL IN GRASS AREAS OR PER STREET CROSSING DETAIL IN PAVED OR STONE AREAS BED WITH IN.D.0.T. No. 8 CRUSHED STONE BACKFILL TO 1' ABOVE PIPE HDPE (CORR. EXT. SMOOTH INT.) PIPE TYPICAL TRENCH DETAIL NOTTO SCALE TRENCH IN ACCORDANCE WITH OSHA REGULATIONS DIA Qn.) MIN. TRENCH WIDTH (1n.) 12 30 15 34 18 39 24 48 30 56 36 64 42 72 48 60 60 00 DIA PER TRENCH WIDTH CHART MATCHEXISTING PAVEMENT SURFACE CONTRACTOR TO SAW CUT EXISTING PAVEMENT TO ENSURE A CLEAN EDGE EXISTING PAVEMENT BASE SUBGRADE MIN 9" CONCRETE FLUSH WITH EXISTING SURFACE BACKFILL WITH IN D.0.T. No.8 CRUSHED STONE IN TOWN STREET AREAS BED WITH IN.D.0.T. No.8 CRUSHED STONE BACKFILL TO HAUNCH LINE TYPICAL PIPE BEDDING IN STREET DETAIL NOTTO SCALE TYPICAL DETAILS I 1-- z w Cl'. ::a WW z 1-- > o�� (/) w 0.. > 1-- ::a Cf) - 0 <( ::a al s w :) - 1-- (/) w (/) > ('.) >- 1-- <( (/) Cl'. z Cl'. :) <( w 0 Cl'. 1-- O O <( >- ::a s Cl'. Cl'. 0 1-- 0 z z 1-- <l: :) (/) 0 - z 000 <l: 00 Cl'. w 0 REVISIONS § - 0 • � .;:! 6 t1 0 U ;; � ' - � � ';a -; � -a C -jfl ..; :f; ,G ,. °' < ;; � � � 0 0 u wQ �o � ...l i:r.. 0 >-< f-; '""' u z ,, z � z 0 u z F' " BID SET C 2024 Miclwcstc·m Engineers. Inc. 802 West Broadway su�et P.O Box 295 Loogootee. Indiana 47553 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRKi:'BDH O.C. CHECK RAB PROJECT NUMBER 2022038-04 24 24 Of 48 FlLE NUMBER 43904 I Do Not Use Plan Previews for Take Off