Midwestern Engineers, Inc. Plan Preview

NEW 1)f(MIN.) HMA SURFACE, TYPE A NEW 4"(MIN.) HMA BASE, TYPE A NEW MIN. 8" COMPACTED AGGREGATE BASE PER INDOTSS EXISTING BASE UNDISTURBED EXISTING COMP. AGG. MATERIAL ENGINEER APPROVED COMPACTED GRANULAR MATERIAL ASPHALT PAVEMENT - IN Right-of-Way (Local Asphalt Pvm't) CONCRETE PAVEMENT EXISTING SURFACE (SEE DETAILED SPECIFICATIONS) GRASSED AREA SELECTED EXCAVATED MATERIAL OR, ENGINEER APPROVED MAT'L SEEDING and MULCHING DETAIL NTS 8" #53 COMPACTED AGGREGATE DRIVE LI EXISTING SURFACE s·--0· J r 6" _J EXISTING BASE EXISTING COMP. AGG. ,���==� UNDISTURBED MATERIAL f' ENGINEER APPROVED COMPACTED GRANULAR MATERIAL CONCRETE PAVEMENT EXISTING BASE ----- ENGINEER APPROVED COMPACTED GRANULAR MATERIAL ORAVEL ROAD REPLACEMENT SURFACE REPLACEMENT DETAILS NTS EXISTING MAIN ----- -..., _("'q FINAL GRADE (SEE SURFACE r- FORMED CONCRETE BLOCKING TYP. PROFILE Thrust blocks for plugs shall be the wider of: 1. The dimension shown above or 0 45 ° _.J _J o_ ,' lLl%21-" w L Trench Edge, Typ w DETAIL A DETAIL B s 6" Sq. Stl. Pl. 1· Th k. )--Pl"',. < I"--....�� FORMED CONCRETE BLOCKING ·s· Not To Exceed 18" Undisturbed Soil, Typ. 2. The width of the trench plus 2 inches DETAIL C DETAIL D I TABLE I SI ZE I TEE I PLUG PIPE L T w D L T w 4• 18" 12• 12· a· 18" 12· 18" s· 18" 12· 12· a· 18" 12" 18" 8" 30• 12• 24" 8" 30" 18" 30" 1o· 3 6 " 18" 30" 10• 36" 18" 36" 12• 4 8 " 18" 36 " 10· 42 " 18" 42" 14" 54• 2 4 " 42" 12· 48 " 15· 48" 16" 60" 24" 48" 12" 54• 18" 54• 18" 66" 30• 54• 14" so· 24 • so• 20· 72" 30" so· 14• 66" 24" ee• 24" 84" 36" 72" 18" 78" 30• 78" NOTES: 1. For tee with branch unequal to run use tee type kicker with D, L, and W dimensions the same as those for plug with same diameter as branch of tee, select "T" dimensions from tee table under column headed by the size of the branch. 2. If exact size pipe blocking is not shown use next larger size. REF. PLANS 1'-6" min. OF DIMENSION FOR CONCRETE BLOCKING I II 90" BEND I I 45" BEND II 22?" BEND II 11? ° BEND II ALL I� D L T w D L T w D L 18" 24" 12· 24" a· 18" 8" 12· a· 18" 1a· 24" 15" 24 " a• 18" 10• 12• 8 " 18" 24 " 35 • 16" 30• 8" 24 " 12· 18" a• 24 " 24 " 48 " 20· 36" 10• 30" 14" 24 " 10· 30• 24 " 54 • 24" 4 8" 10• 36" 16" 30• 10• 36" 30• 60" 28" so· 12· 42" 16" 42 " 12· 42 " 30• 66" 32" 63" 12• 48" 18" 48" 12· 48" 36" 66" 36" 66" 14• 54• 1a• 54• 14" 54• 36" 72 • 40• 59• 14" so• 20· 60" 14• so· 42" 84" 48" 7 5 • 18" 72• 22· 72" 18" 72• 3. Depth •d" may be greater than specified to allow working space. Blocking must be placed agoinst undisturbed earth or rock. T 8" 10• 18" 14• 15• 16" 18' 18 ° 20• 22• 4. Concrete blocking shall be class "B". w 12· 12· 18" 24" 30" 42 " 48" 54• 60" 72" 5. These dimensions are minimums bosed on 100 psi working line pressures and 2000 psf soil bearing capacity the dimensions shall be recalculated by the engineer. D L T w D s p e• 15 " 8" 12· s· 2" 6x6 a· 18" 10" 18" 6" 2· 6x6 8" 24• 12· 18" 8" 2· 6x6 , o · 24" 14" 18" a· 2· 6x6 10· 30" 16" 24" 10" 2?" 6x6 12· 33• 16" 27" 12· 3• 8x8 12· 36 " 18" 30• 12· 3?" 8x8 14" 39• 18" 33• 14" 5• 10x10 14" 42" 20· 36" 14" 5• 10x10 1a· 48" 22· 42" 18" a· 12x12 6. Steel Plate and Sch. 40 Pipe 3,000 psi and 30,000 psi Concrete, Compressive Strengths. 7. All Fittings Sholl be Wrapped in 8 Mil LOPE and Toped off to Inlet and Outlet piping. DIMENSION KEY L I Length___ T ! Thlckness THRUST BLOCKING DETAILS w i Width ' D ! Depth Below Pipe ? ' ' S i Sch 40 kicker NTS ! Pipe Diameter i P i Plate Size 1 in_ Tk. _J STN. STL. TAPPING SLEEVE : I I I STN. STL TAPPING SLEEVE RESTORATION DETAILS) 5�" FIRE HYDRANT (PER SPECIFICATIONS) RESILIENT WEDGE TAPPING VALVE CONCRETE THRUST BLOCK Fi9 1 mn-tcf burv iar:..e..Jl!l1. r.:.annec/iQn (SEE THRUST BLOCKING DETAIL) NEW WATER MAIN PROVIDE ADEQUATE BLOCKING UNDER TAPPING VALVE CONCRETE ENCASEMENT TAPPING VALVE I I I I I I I I l� PLAN VIEW 2' SQ. STN. STL. TAPPING SLEEVE WATER MAIN CONCRETE SUPPORT PAD SECTION TAPPING VALVE DETAIL NO SCALE KNOT DEBRIS CAP REQ'D ON ALL VALVE BOXES TRACE WIRE COl\NKCTIONS Joiuht� Ends of Trat.'£ Wirt: Conm:'l:tiotis intu e - X:i'iting lriK� wire, ctmuediuns into tr-ace Wff¢ t;f:.;d <i:.1nng water m,l'in hvre5, C0m1e�10ns between one spool nf trace '\V1re to anorher, and ether similar connections shall he m:ade using a farect burywjre nut. :T ..; �--- VALVE STEM (AS REQ'D) � � ADJUSTABLE VALVE BOX VALVE BOX ALIGNER d-', __.... SPIRAL TRACE WIRE UP ON THE POSI-CAP OR EQUAL , "- :Ii ji----- OUTSIDE OF THE VALVE BOX DIRECT BURY LUG ' ! TRACE WIRE WATER MAIN TRACE WIRE ACCESS AT A VALVE BOX TRACE WIRE ACCESS DETAIL NO SCALE =i � • VARIES t VARIES � • • 0 0 I I -;_ N EXISTING GRADE VALVE FLANGED.TO '" , GATE V ALVE SUPPORT VALVE BOX WITH BLOCK ON UNDISTURBED EARTH UNDISTURBED EARTH CONCRETE BLOCKING ON UNDISTURBED EARTH D.I. ANCHORING COUPLING HYDRANT DETAIL NOTE: NO SCALE CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPE AND FITIING TO LOCATE THE HYDRANT AS ILLUSTRATED ON THE DRAWINGS, OR DIRECTED BY THE OWNER OR ENGINEER. • EA. HYDRANT LOCATION WILL DICTATE PIPE LENGTH. NOTE: WHERE A HYDRANT IS SHOWN TO BE REMOVED AND DELIVERED TO THE OWNER, CARE SHALL BE TAKEN TO EXCAVATE AND EXPOSE THE ENTIRE HYDRANT ASSEMBLY. THE HYDRANT SHALL BE PROPERLY DISCONNECTED FROM THE BRANCH LINE AND REMOVED FROM THE EXCAVATION WITHOUT UNDUE DAMAGE TO THE HYDRANT SHOE OR BARREL IF PRESENT, THE AUXILIARY VALVE SHALL BE PERMANENTLY CLOSED, THE VALVE BOX REMOVED, AND THE BRANCH LINE CAPPED AND SEALED. • u :" - C � � " � w N -- """" £ C . ,,., .!: "' �� 00 ;:;�� i; � � _: ;t: �I :�·, 'f, ,_; t.t"; OJ �· J'�i ·::: . i$ ;: ::l .c � OJ � £ ,:,: ' ., � ;; ,) ;.: - - " d � �� " " � ' w " - �� ·- C •.-! -· ; i1. " " Cl) N .;:; • :, :7'_ ·i d V C: � �· V , � ,-. J � C % . i c """ ·- .., > "' .. ·- -:..; � OJ ..• ..,... 0� rJ) ·2 � � r. . Q, N ' OJ '-' '9 e er, � ,.;-:1, ' �g_� ' � (;) "' ,,; � .§ u:::;.: g�� � iil �.:i ' •..-I 0 0 � �: u z I- w Cl) :::> < ::::> z 0 � z w Cl w � � ;;;; � >- � LU _J z z a. :, w <( 8 � u. -' <( :z ..J .....J 0 < 0::: :,: s: w i:= � i :i (.) REVISIONS BID SET @ 2017 Mid;n.•stcri; Th;.tnnc�r,. I.u 802 Wes, Hr:;,�;!v.,·" 1· :::t,c:;-:t P 0. ::b� 2::;5 LcogL,ct.:c, Jn:::!:;;,;i;:: ,.:.7553 DATE MARCH, 2018 DESIGN S.D.B. DRAWN D.A.P. Q.C. CHECK M.M.S. PROJECT NUMBER 2017120-00 5 5 OF 6 FILE NUMBER 38051 Please do not use plan previews for take offs.