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Home My WebLink AboutPLANS - 97-00038 - Chaparral Apartments - Student HousingFLOOR VIEW WITH RING PLACEMENT 6• b Break Out Grout Sm, Ic 63 — SECTION A FLOOR VIEW WITH RING PLACEMENT SECTION A 4 - FLOOR VIEW WITH RING PLACEMENT Eccentric c,oi 97w 51 b � b� 5•-10' SECTION A MANHOLE TYPE "r MAXIMUM PIPE SIZE = 24" Ring and Cove — Collar Manhole as need ed in PI See Note #2 4 - FLOOR VIEW WITH RING PLACEMENT SECTIONA LT -6ReBar 2'-6" _a a �S Tota! length = 9.0 R. HOOP DETAIL 1 Reqd. Maw. NOTES: I. All manhole Flow lines shall be constructed to provide smooth Flow through characteristic. 2 All concrete pipes (24' or less in dia.) connected to manholas or inlet bows shall have a bell and spigot joint located within 24 of the outside wall of structure. This protruding portion of pipe shall be supported with concrete up to, but not including the joint 3. All surfaces (against which concrete or grout is to be placed) shall first be coated with on Egory bonding agent Reqd. such as SONNO BOND (Sonne Barn Co.). 1 PROBOND EPDXY ET -150 (Prate. Industries Co.) or equal. 4. Joints, etc., that must be grouted, shall be dry packed' with a non—shrinking, non—metallic, type grout, such as THORfIE (Standard Dry Wall Products. Inc.) or equal. 5. All broken pipe faces to be smoothed off with grout. 6. Flow line of outlet pipe shall be 0.10' below flow fine of same size inlet pipe. If pipe is installed through manhole without any joints. pipes can be installed at design grade. 7. Match top of pipes when the inlet is smaller in diameter than the outlet or as directed by the City Engineer. L:7 45' Bend Shaded Area To Be Separately Installed Thrust Black. NOTE: Drop Manhole Pipe Fittings to be Connected in Place Before Pouring Concrete Thrust Block. Existing Manhole Eccentric Cone Barrel Section Pipe go Bend haded Area To Be 5-10' DROP MANHOLE CONNECTIONS 24 or Less Existing Concrete Pipe r WYE or and 4S Send to be Place 9 ist Block_ Bond Caulder Type Coupler or Equal New Pipe See Note 8 . `... t --If Concrete Support Is Not Existing, a Concrete Support Shall Be Required. PLASTIC OR CONCRETE PIPE CONNECTION TO EXISTING PIPE AT MANHOLE �— ALTERNA METHODL CONCRETE PIPE CONNECTION TO CONCRETE STRUCTURE M.H. Wall Gasket Grout IIII ExistingII11 Plastic Pipe Manhole Floor IIII IIII ___ Rubber Gasket PLASTIC PIPE CONNECTION TO CONCRETE STRUCTURE NOTES: 1. All manhole flow lines shall be constructed to provide smooth flow through characteristic. 2. All concrete pipes (247 or less in dia.) connected to manholes or inlet boxes shall have a bell and spigot joint [=led within 24 of the outside wall of structure. This pro ding portion of pipe shall be supported wdfl concrete up to, but not including the joint 1 All surfaces (against which concrete or grout Is to be placed) shall first be tooted with an Eyoxy bonding agent such as SONNO BOND (Sonne Bom Co.), PROBONO EPDXY Er -150 (Protex Industries Co.) or equal. 4. Joints, etc., that must be grouted, shall be 'dry packed' with a non—shrinking, non—metallic type grout, such as THORITE (Standard Dry Wall Products, Inc.) or qual. 5. Al broken pipe faces to be smoothed off with grout. 6 Flow line of outlet pipe shall be 0.10' below Row line of some size inlet pipe. If pipe is installed through manhole without any Joints, pipes can be installed at design grade. 7. Match top of pipes when the inlet is smaller in diameter than the outlet or as directed by the City Engineer. 8.If new pipe is concrete, a support block is required to the next joint past the concrete E handed joint. 3 J4 Rebars Evenly Spaced In Non—EAmded Commercial Drivaway 1/4" Tooled Radius 10- Top of Concrete Driveway to be 1/47 Above Bock of Curb is DRIVEWAY CURB & GUTTER SECTION 1/4 Tooled Radius rtT of Concrete Sidewalk '^ oba 1/4 Above Back of Curb n 2'—e" DEPRESSED CURB & GUTTER SECTION STANDARD CURB & GUTTER SECTION iidewulk Back ALLEY FLAT GUTTER SECTION ALLEY "V" GUTTER SECTION LIP DOWN CURB & GUTTER SECTION VALLEY GUTTER SECTION NOTES; 1. All concrete shall be cured with a curing compound as specified in the Standard Specifications or as directed by the City Engineer. 2. Each sidewalk intersection to be depressed should be designed for the safety & convenience of the pedestrians and the handicapped. The transition slopes and the slope from the back at the sidewalk to the curb & gutter should be kept at a minimum. Slopes that are too steep will cause problems for the handicapped and the elderly. Steep slopes will also present a problem for oil pedestrians during icy weather. 3. 4 inches of 3/4 compacted aggregate base shall be required under all concrete where unsuitable base material is encountered, if fill material is required, or where directed by City Engineer. CITY OF IDAHO FALLS 11MGMERING DEPA73nMiT PORTLAND CEMENT CONCRETE CURB & GUTTER SECTIONS �� r Fi E 1W 3 In DRIVEWAY (SIDEWALK) Line 11 B on Center Both Ways SECTION e A COMMERCIAL DRIVEWAY Line /1 SECTION e A RESIDENTIAL DRIVEWAY Back of Walk 1/2' Preformed Expansion Joint Filler e M5 3 In L DRIVEWAY (UTILITY STRIP) SECTION ee B COMMERCIAL DRIVEWAY Line M1 18' an Csnler Bath Waye SECTION B RESIDENTIAL DRIVEWAY Line Walk I. lY of Granular Borrow (see Standard Specifications Section 201.03) shall be required under all concrete unless naturally occuring granular hose material is encountered and approved by the City Engineer. 2. All concrete shall be cured with a curing compound as specified in the Standard Specifications or as directed by the City Engineer. (Materials Section is 501.07) 3. Standard sidewalk width is 5 foot in new construction. Standard slope is 1/4' per foot to street. 4. Place preformed expansion joint filler of driveway construction and at maximum spacing of 50 feel for new sidewalk construction. 5. 1:12 slope maximum B. Elevation at bock of walk based upon a slope rale of 1/4' per fool from the theoretical lop of curb to bock of walk. Drivewoy slope will then be variable matching the back of sidewalk elevation and the top of depressed curb elevation. w TEE JOINTS (jyp)OF OF CROSS C.I. DEAD END 1C. BLOCK (1YP) ALL BEARING SURFACES SHALL BE UNDISTURBED GROUND FINISH ADJUST TO FINISH ROADWAY OR GRADE SIDEWALK ON B, (COVER @CONCRETE RING) CONCRETE 47 CONCRETE RING CLOW F-2450 VALVE BOX REQUIRED IN / OR APPROVED EQUAL PAVED ROADWAYS STOP, MUELLER. FORD, OR EQUAL 2"X12' MARKER AND STEEL FENCE POST JUST UNDER GROUND SURFACE PIPE SHIELD - COMPACT BACKFILL TO 92% I Im TYPICAL ROADWAY SECTION TYPICAL UNIMPROVED AREA SECTION FIRE HYDRANT TWO COATS OF ASPHALT VARNISH BELOW GRADE TWO COATS OF RED ABOVF: GRADE r 9 12' v -ODD 1 9 12„ MAX: MAX BEARING AREAS EACH DIRECTION OF THRUST II GATE VALVE _f i —� r Tr *SEE OSHA SECTION IN SQUARE FEET -FINISH GRADE SCHEDULE K COPPER CURB STOP PIPE TEES @ 90° 45°ELBOW OR CROSS 22 1/2 ° / \\ SERVICE LINE w EXCAVATE FOR BELL HOLES. TRENDN a¢Npu SIZE DEAD END ELBOW EA. DIRECTION OF FLOW. ELBOW ? `' sDt TECXWDN CLASS 51 DUCTILE IRON 7 SHAPED SUBGRADE GRANULAR FOUNDATION ENGIN EE SFDfNN 303 IND DMWAVGS 5" 4.0 ss 3.0 2.0 . � .'. � N WATER MAIN Z PIPE BEDDING FOR RIGID PIPE SPU N JG 6 7.0 9.5.0 3.0 VALVE BOX COMPACT i' MAX. BACKFILL W b ys' t,iST 1V 9.5 13. 13.5 4.0 in 5 I 12' 13.5 10. 19.0 14.0 s.p _ n GATE VALVE DETAIL f �l (2) 7/8' GALV. u 6" MIN COMPACT APPROVED% GMIN BEDDING AT \ C 5 J I THREADED RODS O' GATE VALVE TYPICAL A 14' 15.0 3.s 14.o T.0 9 1122'X D-698 9 \ 12" i I � _ .e 12' UNDISTURBED 6" PIPE I SOLI !MX 3 1E 23.0 73.0 18.0 9,p D- NOT TO SCALE o d° EXCAVATE FOR BELL HOLES WATER SERVICE LINE `moo =T - - SHAPED SUBGRADE GRANULAR FOUNDATION CONC. BLOCK ('TYP) _ .,SI NOT TO SVLE 'v MECHANICAL PIPE BEDDING DETAIL FOR FLEXIBLE PIPE TYPICAL THRUST BLOCK INSTALLATION f7A ELBOW \O 0 NOT TO SCALE H I DETAIL DA/.. ,, k P� - COMPACT BACKFILL TO 92% I Im TYPICAL ROADWAY SECTION TYPICAL UNIMPROVED AREA SECTION FIRE HYDRANT TWO COATS OF ASPHALT VARNISH BELOW GRADE TWO COATS OF RED ABOVF: GRADE r 9 12' v -ODD 1 9 12„ MAX: MAX II Q I BREAK -AWAY FIANCE 1 1 1 —� r Tr *SEE OSHA SECTION -FINISH GRADE 1926.650-652 SHAPED UNDISTURBED SOIL. EXCAVATE FOR BELL HOLES. TRENDN a¢Npu w — I sDt TECXWDN .I� I = I = I—II SHAPED SUBGRADE GRANULAR FOUNDATION � SFDfNN 303 IND DMWAVGS P o � N PIPE BEDDING FOR RIGID PIPE L 1 VALVE BOX COMPACT i' MAX. BACKFILL b z CONCRETE THRUST BLOCK TO 92% OF ASTM D-698 b o in - F. BEARING I SUR/ACE _ n g (2) 7/8' GALV. 6" MIN COMPACT APPROVED% GMIN BEDDING AT \ b 5 J I THREADED RODS O' GATE VALVE TYPICAL TO 92% OF ASTM 9 1122'X D-698 9 \ 12" i I � _ .e 12' UNDISTURBED 6" PIPE I SOLI !MX SHAPED UNDISTURBED SOIL. D- o d° EXCAVATE FOR BELL HOLES =T - - SHAPED SUBGRADE GRANULAR FOUNDATION _ .,SI MECHANICAL PIPE BEDDING DETAIL FOR FLEXIBLE PIPE PIPE BEDDINGCONCRETE SEE TECHNICAL SECTION 302 /2" IPE O.D. 12° THRUST JOINT FRTING MECHANICAL JOINT BLOCK, SEE DETAIL._ POUR CONCRETE PAD 15"X15"X4' " DEEP UNDER HEEL OF HYDRANT MINIMUM OF 1/4 CU. YD. OF PIPE BEDDING DETAILS r—i oR�EN�CH DETAIL GRAVEL TO 18 UNDER LOWEST FIRE HYDRANT DETAIL — PART OF HYDRANT AND UP TO --�J E ABOVEHOLES OR —�I F I E NO SCALE - DRAIN OPENNGS.EEP NOT TO SCALE ppgyM CM 5/94 c�cKm DNm D e CITY OF REXBURG, FORSGREN Summerwood Pnocr �_ 93128 TN.„ >,�� 1 r 1,.a or o®furtn d"O <,M<w ;. � ��l P�.Ve4I c1 / PA m( Ge P qw, �v .. IDAHO D No Amp,,® 5/94 Jweu cop'w mut Im, <cPiPo Mbit 1m ./ oN.d a a wh izct fangren ASSOCIATES / P.A. MISCELLANEOUS DETAILS g Mwcwm / PA plgp f1Im