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HomeMy WebLinkAboutMULT PLANS - 96-00025 - Donegal Bay Apartments - 5 Buildings 32 UnitsI I Landsc ng .30-- �3p ' /O Lon scoping 5.0' Sidewalk _�� '27d' Y' /O rod 5.0' Sidewalk (\ IV Y -•.. „�-' 2.5' 4.857 Tangent Slope — Parabolic Crown �Blu �✓.� f 2 5' .��.• � \� / Seal Coat f2z Asphalt Plantmix Pavement9�Q' 'C 'w cu t� PFP G ➢ O >p pa Pe OA od n ce aa.:`4 e a ea "a" m0 o eQ o mo :...-._ _..: .. _, .' _ --- - L4z �l3/4.. Aggregate Base -6xrls• P✓Emt -'16f" ROOF Granular Borrow LOCAL STREET TYPICAL LANDSCAPE SECTION EXHIBIT "D" rl �© G! T/f P/L TYPICAL STREET CROSS DRAIN (Large Corner Radius' - Square) SCALE 1"+10'-0" TYPICAL STREET CROSS DRAIN (Large Corner Radius - Round) SCALE 1"-10'-0" NOTE All Valley Gutter Seclions Shull H.I. Connaetwn Joint Scored on 10 Increments. TYPICAL STREET CROSS DRAIN (Smell Caner Radius) SCALE I"•10'-0' No.4 Rebar 9"on SECTIO A VALLEY GUTTER TYPE 'G' SCALE I'=1'-0' 2"ON CENTER m pension Joint Materiel of R/W Linewarped Troneition Area rlam Slde..Ik Z to Fully Oegeued Driveway. U lits ly y Strip j Future or Exist. S.W. na^vnm F.1ly as d Section m TYPICAL DRIVEWAY SCALE I'• 4'.O' SECTION, J,4MMERCIAL DRIVEWAY SCALE 14"= 1'-O" See Nofe'l In centers bah ways, R/W Line Vow Ww 1 P. JT. MAT Side.elA adity I SMp I_— . Ides • • 5 _ See Note wl .IpA1 I� II 6"f TI RESIDENTIAL DRIVEWAY SCALE 'h"` I'-0' W" NOTES I. 4 inches of 3•4 -inch Compacted Gravel Base shall be Required Under Approaches where Unsuitable Base Material is Encountered, or where Directed by City Engineer. 2. Valley Gutter Length Measurement shall be to the Nearest One -Tenth (0.10) Foot as Measured Along the Flow Line (centerline) of the Valley Gutter with this Measured Distance being between those Points at which the (L of the Valley Gutter Inter- sects the Theoretical Projection of the Gutter LIP Lines. 3. Chlorinated Rubber Concrete Curing Compound (Meeting the Federal Specification TT-C-BOOA, TYPET[, CL1r, White Pigmented, containing a minimum of 25 Solids) shall be used in curing all Concrete Surfaces. Application rate shall be in accordance with the Manufacturer's Specifications. Use Triple Seal Protex, Trikote TK 26, Grays Chemical,.Edico, or Equivalent. EXP. JT MAT. TYPICAL CURB & GUTTER SECTION TYPE A SCALE I!J V- 0 - TYPICAL DRIVEWAY CURB a GUTTERS TION TYPE A SCALE IV -1'-0' I/4" 45 45' Bend - Shaded Area To Be Separately Installed Thrust Block. NOTE: Drop Manhole Pipe fittings to be Connected in Place Before Pouring Concrete Thrust 0.1k. Existing Manhole 5-10' is Cone Section —Plastic Pipe Grout L 7 Min. �-,� ;� _ Grout - F WYE or and 45' Bend 90' Bend Shaded Area To Be Separately Installed Thrust Black. NOTE. Drop Manhole Pipe Fittings to be Connected in Ploae Before Pouring Concrete Thrust Block. DROP MANHOLE CONNECTIONS 247 or Less Existing Concrete Pipe Band Coulder Type Coupler or Equal Grout h 1 min, cover over any I Smooth I exyoaed pipe and/ or I Manhole i ,lemformm.nl steel Flow Line Existing Manhole I Floor aries--I - 24! 7 ALTERNATE METHODS CONCRETE PIPE CONNECTION TO CONCRETE STRUCTURE M.H. Wail _ Grout New - Rubber Gasket Fla _---___-_-. Grout II Existing IIII plastic Pipe Manhole Floor IIII —See Note 8 Rubber Gasket �if Concrete Support Is Not Existing, a Concrete Support Shall Be Required. PLASTIC OR CONCRETE PIPE CONNECTION TO EXISTING PIPE AT MANHOLE PLASTIC PIPE CONNECTION TO CONCRETE STRUCTURE New Concrete Pipe Support NOTES: 1. All manhole flow lines shall be constructed to provide smooth flow through characteristic. 2. All concrete pipes (24" or lees in da.) connected to manholes or inlet boxes shall hove 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 ploced) shall first be coated with an Epoxy bonding agent such as SONNO BOND (Sonne Bonn Co.), PRO80ND EPDXY ET -150 (Protex Industries Co.) or equal. 4. Joints, etc., that must be grouted, shall be 'dry pocked with a non -shrinking, non-metallic type grout such as THORITE (Standard Dry Wall Products, Inc.) or qual. 5. All broken pipe faces to be smoothed off with grout. 6. flow line of outlet pipe shall be 0.10' below flow Ane of some size inlet pipe. N 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. 8. If new pipe is concrete, a support block Is required to the next joint past the concrete banded joinL TEE KEPT CLEAR OF PIPE CROSS JOINTS (TYP) C C.I. DEAD END !C. BLOCK (TYP) ALL BEARING SURFACES SHALL BE UNDISTURBED GROUND 19.0 BEARING AREAS EACH DIRECTION OF THRUST IN SQUARE FEET PIPE SIZE TEES & DEAD END 90° ELBOW 450ELBOW OR CROSS EA. DIRECTION OF FLOW. 22 1/2 as ELBOW 6" 4.0 5.5 3.0 20 8" 7.0 9.5 5.0 3.0 10' 9.5 13.5 7.0 CO 11• 13.5 14' 18.0 16' 23.0 C C.I. DEAD END !C. BLOCK (TYP) ALL BEARING SURFACES SHALL BE UNDISTURBED GROUND 19.0 10.0 5.0 ELEVATION (COVER & CONCRETE RING) 4" 21.5 14.0 ].0 CONCRETE RING OR APPROVED EOUAL 33.0 18.0 9.0 TYPICAL THRUST BLOCK INSTALLATION( ~ ELBOW NOT TO SCALE -COMPACT 1-112" MAX. BACKFILL IN 6 LAYERS TO 92% OF ASTM D-698 6"MINS t�COMPACT APPROVED%� �6"MIN �CTBOCO NG 92% OF ASTIML 12" D-698 12.' MAX MAX L 3" !\i SHAPED UNDISTURBED SOIL. EXCAVATE FOR BELL HOLES. SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING FOR RIGID PIPE COMPACT I" MAX. BACKFILL TO 92% OF ASTM D-698 x ii 6" MIN\ COMPACT APPROVED%6"MIN BEDDING MATERIAL �\ \ % -TO 92% OF ASTM N� 9 12• D-698 t 9 . 12.. �\ I MAX MAX S iNX:!\i.\i Wil" SHAPED UNDISTURBED SOIL. c EXCAVATE FOR BELL HOLES. SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING DETAIL FOR FLEXIBLE PIPE 0 3 PIPE BEDDING DETAILS n NO SCALE a ipyym CM 8/94 aNo. RlVRVOfIB r own PAn wa This aa[ument or any Pon 1Mreol in 1.161 ar D 8/94 JWM m a dergn en<eip1 n;xe aer.anai erawrtyof ass.rRwaerwemr F ...... n Afa ate / PA and Nall t a copied mthout tM .r,tt4n authorization of Assisi 8/94 JWM Fp..... h baocbtm / PA Wn CONC. BLOCK (TYP) TYPICAL ROADWAY SECTION FINISH ADJUST TO FINISH ROADWAY OR GRACESIDEWALK ELEVATION (COVER & CONCRETE RING) 4" CLOW F-2450 VALVE BOX CONCRETE RING OR APPROVED EOUAL REQUIRED IN PAVED ROADWAYS GATE VALVE GATE VALVE DETAIL o NOT TO SCALE TYPICAL UNIMPROVED AREA SECTION PVC E-3/4" SCHEDULE K COPPER SERVICE LINE PVC DISTRIBUTION LINE END NEW SERVICE LINE AT PROPERTY LINE fG 1 jeo A WATER SERVICE LINEI ,1 s� NOT TO SCALE V RECORD DRAWING FIRE HYDRANT TWO COATS OF ASPHALT VARNISH BELRED ABOVE GRADEOATS OF III_ O BREAK -AWAY FLANGE =I *SEE OSHA SECTION }1 1926.650-6527 FINISH GRADE TRENCH 6 01l.l 1 O — — — — SCE i[cNNlO1 /F=11' --111—I —11 f—III—I I- SECTKN 2225 O I A4D DRAWINGS d Z i z VALVE BOX o 1 n N ^ N CONCRETE THRUST BLOCK m GATE VALVE — a llll W III T Z LII a e e a 6" PIPE w _ a SII ,A PIPE BEDDING12 IPE O.D. 12' J CONCRETE PLACED TOV SEE TECHNICAL SECTION 2713 DISTRIBUTE THRUST OVER 4 SO.FT. OF VERTICAL UNDISTURBED EARTH (TYP) TRENCH DETAIL [ rl NOT TO SCALE CITY OF REXBURG, IDAHO 1==ORSC3?REN SPUDS ASSOCIATES / P.A. POUR CONCRETE PAD 15"X15"X4` L DEEP UNDER HEEL OF HYDRANT FIRE HYDRANT DETAIL f I NOT TO SCALE LLJ WATER AND SEWER LINE EXTENSIONS MISCELLANEOUS DETAILS MINIMUM OF 1/4 CU. YD. OF GRAVEL TO 18 UNDER LOWEST PART OF HYDRANT AND UP TO 6" ABOVE ANY WEEP HOLES OR DRAIN OPENINGS. 94136 yEET N9. 5