The URL can be used to link to this page

Home My WebLink AboutPLANS - 98-00039 - Taco Bell - Fast Food Restaurant (2)I REMOVE EXISTING TREE FLAG POLE--, 0 :v / RIM=4867.74 IINV=4860.54 m PROPOSED BUILDING 12" SD- - I � PP REM VE E ISTIN T7REE - OINV=4861.04 - RIM=4868.16 12" ' 12" ' & GUTTER DOUBLE DOORS PROPOSED NEW 1 TACO BELL SIDEWALK _ �-DOUBLE DOORS N� FEW 1 0.0'Will I REMOVE EXISTING TREE FLAG POLE--, 0 :v / RIM=4867.74 IINV=4860.54 m PROPOSED BUILDING 12" SD- - I � PP REM VE E ISTIN T7REE - OINV=4861.04 - RIM=4868.16 12" ' 12" ' I � i I I I I I i I I F I W 1 I � I I U N cq RLT ONLY TOPSV=^� M, %/ • G, I RIGHT OF WAY UNE - rrAA' SCALE 1'=20' s— RE -STRIPE D(I5TING O�wo�--- I STREET caoss RADIus 1-I/z' I SLOPE I I I I I I I I I I 1/Y EXPANSION JOINT IMCAL CURB SECTION 1iTY LENSED BY crH00 OI�ICi I ---� i' WATER CE r ISBELL T:m BUILDING SITE UNE _ zu ?4;;_77"_ ) - ........... ®MH I — — — MH 0. — — I � i RIM=4887.74 — INV -4860.54 CENTER STREET — — — —MH*OS — — — — RIM -4868.29 INV=4858.89 I I DRAWN Un- 1D/9tl CHECKED— NO. REVISIONS BY DAT .T� OgiE DESIGNED 10/99 JWM CITY OF REXBURG ee<iq^ cpnc<pl Is me pexsu^pl p.pyen pf Fpngx<n 0.s<^ciptes. n . pne s�pll ^I pe pgTE PM --T ENGINEE IDAHO /9 mpree .i<nput tFe «.itl<^ pump.Uoe^^ pl APPROVED 108 JWM Gpnq,en bspci^les. Inc. _. II 330.00' I41 Ui \\\� x .21 Ni o G -G' SEWER IE Y �� N , ,seam so t I . I m \ iDP a ' c4 :-o: v - 4 15.0' -. �I PROPOSEDi _ +• PROFESSIONAL OFFICES .:.� SQQICN 0 9POLE DRIVE THR a -1 SXI �eeA.ef I a a N I - 1Y PR ED 10 SIEYALX 10� _e,� .' 4i eam 1� . a ? n 1' WATER SERVICE ' 4� 20.0' - .• PROPOSED BUILDING .'. I $ • 1 �.' 1eenTeX I I e q .. • Lam. � 1:; . b . - ........... ®MH I — — — MH 0. — — I � i RIM=4887.74 — INV -4860.54 CENTER STREET — — — —MH*OS — — — — RIM -4868.29 INV=4858.89 I I DRAWN Un- 1D/9tl CHECKED— NO. REVISIONS BY DAT .T� OgiE DESIGNED 10/99 JWM CITY OF REXBURG ee<iq^ cpnc<pl Is me pexsu^pl p.pyen pf Fpngx<n 0.s<^ciptes. n . pne s�pll ^I pe pgTE PM --T ENGINEE IDAHO /9 mpree .i<nput tFe «.itl<^ pump.Uoe^^ pl APPROVED 108 JWM Gpnq,en bspci^les. Inc. _. II 330.00' I41 Ui \\\� x .21 Ni o G -G' SEWER IE Y �� N , ,seam so t -�� .. . C \ 20;0 c4 :-o: v ,aeaao �I PROPOSEDi _ +• PROFESSIONAL OFFICES .:.� 0 a -1 ATER-SERVICE, - TABERNACLE PROPERTY PROPOSED a - SIDEWALK 0.5' CONTROL POINT VALVE/METER POWER POLE EXISTING MANHOLE PROPOSED MANHOLE EXISTING CATCH BASIN PROPOSED CATCH BASIN EXISTING STORM DRAIN EXISTING SANITARY SEWER EXISTING WATER UNE PROPOSED UTIUTY (STORM, SEWER, WATER) PROPOSED SIDEWALK PROPOSED GREENSPACE PROPOSED TREE EXISTING TREE PROPOSED SHRUB _ — — RIM=18..01 INV=4T\ — —— --"— -- — � RIM -4868.14 INv=4881.44 —88-----Irss-------- —.16 N INV -4853.89 v W INVa4853.74 I P,?n-J-, -SE14/- 9,of- D �c'AiNAQ_6m Ae. '410,xFrovf, Ot A44141/SIT • -- — — — —---•�i�" "'�-€6. s'L lL�� .L�_rlr�/✓. R/W FORSGREN �R�-Tedi' SJr�/— 9�- D/ Rii_`3 PE ASSOCIATES, INC. EXISTING SITE PLAN SHEET NO FLOOR VIEW WITH RING PLACEMENT to be Filth, id or Square I I I — Rm9 �Ap I V FLOOR VIEW WITH RING PLACEMENT SECTIONn SECTIONKO C7 4 - FLOOR VIEW WITH RING PLACEMENT Eccentric Cono m 6 r ing and Coves Collar 4'–Cr Manhole tions as need Poured in PIail)_� StO I -- S—!0' II— See Note /2 SECTION MANHOLE TYPE "i MAXIMUM PIPE SIZE = 24" Q -- FLOOR VIEW WITH RING PLACEMENT SECTIONA a g5 Reflor r-�' � S Tota! Length =9Aft. HOOP DETAIL t Reqd. I r Max. 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 manholes or inlet boxes shall have a bell and spigot joint located within 24r of the outside well of structure. This protruding portion of pipe shall be supported aRh concrete up to, but not including the joins 3. NI surfaces (against which concrete or grout is to be placed) shall first be voted wan Eaw b -ding agent such as ith SONNO BONG (Sonne Barn Co.), Regd- PROSOND EPDXY ET -150 (Prates Industries 1 Co.) or equal. 4. Joints. eta, that must be grouted, shall be "dry pocked' with a non–shrinking, non–metallic, type grout, such as TNORR (Standard Dry Wad Products, Inc.) or equal. 5. All broken pipe faces to be smoothed off with grout 5. Flow One of outlet pipe shall be 0.10' below flow fine of same size inlet pipe. If pipe is installed through manhole without anyJoints. pipes can be installed at design grade. 7. Match top of pipes when the inlet is smaller in Biometer than the outlet or as directed by the City Engineer. CITY OF IDAHO FALLS RNGII IUMMO DSPAR'TMM SAN. SEWERS & STORM DRAIN MANHOLE TYPE I Cons BurnellSection and[Eccontric /—Plastic pipe 4S MP WYE or and 4S Bm d 45' Band L -Sweep 90' Bend / Shaded I L To Be Shaded Ar Area To Be kwtoned tBak - - - rate Installed ThrusSepot Tn�rust Beak. NOTE Drop Nanhae Ho Manhole Pipe Fan to Com,ected In Place I to he Crnnacied� in Place Before Pouring Pouring Concrete Th Throat rust Block Black I—Vor. mete oTh DROP MANHOLE CONNECTIONS Grout Smooth I FloManhole Floor , I T ALTERNATE METHODS CONCRETE PIPE CONNECTION TO CONCRETE STRUCTURE Concrete Bond I-- 2c a, teas Couhdr Type T— Coupler or Equal m N.H. Wall __________ Groat Exubng Edaling Concrete E Mew Rubber Gasket Manhole Floor pipe pipe _—______ gra IIII __ Plash Pyne ExisSsg IIII •O _ _ • i - Manhole FToo See Note 8 `If Concrete Support le Not Existing, a Concrete Support Shad Be Repaired. PLASTIC OR CONCRETE PIPE CONNECTION TO EXISTING PIPE AT MANHOLE i4- (D"N Min. PLASTIC PIPE CONNECTION TO CONCRETE STRUCTURE F /Guru NOTES: 1. All manhole flow lines shall be constructed to provide smooth flow through characteristic 2 All concrete pipes (24' or less in dia.) connected to manholes or inlet boxes shall have abell and spigot joint located within 24" of the outside wall of 3&utum This =mdng portion of pipe Shan be supported wBh 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 an oxy bonding agent such m SONNO 90N0 (Sonne Dom Co.). PROBOND EPDXY ET -150 (Protea Industries Co.) or equal. 4. Joints, etc., that must be 9muted, shall be 'dry etpaa� with a non -shrinking, non c type grout, such as THORITE (Standard Dry Wall Products, Inc.) or qua[. 5. NI broken pipe faces to be smoothed off with grout 0. Flow fine of outlet pipe shall be 0.10' below flow line of same size inlet pipe - If pipe is installed through manhole without mry. joints, pipes can be installed at Flew tine design grade. 7- Match top of pipes when the !Net is - smaller in diameter than the outlet or as directed by the City Engineer. 8. N new pipe is concrete, a support block is required to the next joint post the concrete New Concrete banded joint Pipe Support CITY OF IDAHO FALLS ENGROZOBiO DEPAE'TUM SAN. SEWERS & STORM DRAINS PIPE CONNECTIONS — �e , zvs sol e-�oaa.ecm-a a e",•^ era � sola .m ,.� �' 700-4 Conc. ,liar f Nec.seary) :t Eccentric Cone Section —Break Out Existing Concrete Barre Section to Required Depth. Clean All Loose, Debris From Broken Edge prior to Grouting. Barrel Section MANHOLE ADJUSTMENT DETAIL ("LOWERING") 3' Wn. Over Cc or ,liar 9 (N Necessary) *cast Eccentric Cone Section A Juetieg Sunel Section E."If, Rarrel Secfion MANHOLE ADJUSTMENT DETAILC'RAISING") SECTION e A MANHOLE COLLAR DETAIL Y PLAN VIEW Manhole From. A Cover -Concrete Cotler ,,—Gmde Rm9 See Nate B lir' •3 Note Bartel Section FLAT LID DETAIL FOR STANDARD MANHOLE ---3 Holes Tapped for 3/6' N.C. Bolt (Typ.) Or Use Rods With Double Nuts for Positive Adjusting HeighNutsf. ¢ SECTION MANHOLE RING DETAIL Adjusting Bolt PLAN VIEW The Word -SEWER' To Ele Engraved On lid 21 31r 21 1/4' NOTES: 1. All surface* (against which concrete or grout is to be placed) shall fust be rented with on Epoxy bonding agent suah as SONNO BDNO (Sonne Bora Co.), McOND EPDXY ET -150 (Pmtex Industries Co.) or equal. 2 Joints, etc., that must be grouted. shall be 'dry packed' with a non—shrinking, non—metallic, type grout, such as THORRE (Standard Dry Wall Products, Inc.) Or equal. 3. Allbroken pipe foxes to be smoothed off with grout. 4_ This flat lid shall only be used when the difference between the finish grade and Row line is between 2• to 51, new construction or when lowering an existing manhole. S. The concrete —liar shall be finished with a wood trowel. smooth and in the same plana with the adjacent asphalt pavement. 6- The asphalt pavement shag be cut with a spade or large Hot chisel in o circle symmetrical around the manhole. 7. The contractor shall keep all concrete Off of asphalt povement so the completed work looks clean and neal. B. Installer shall minimize the use of grads ring when using Hat fids. A MAXIMUM of six (6) inch grade ring acceptable. CITY OF IDAHO FALLS SECTION e alrGITU M DEPABSIOM A SAN. SEWERS & STORM DRAINS MANHOLE DETAILS MANHOLE COVER DETAIL LTA Existing Channel Surface 17 class "A" Compacted Parent Sal Layer Mechanically Compacted Batonde—Sal Ly,, M. (20S -60R Wx.) Trench Back/ill Material (pass "A' Compaction) REPAIR OF EXISTING WATERWAYS Alternate Thrust Bock Block Strop Block Water Main Rock Fxcamtron & Select tbcdgl Ouonlity Computation sort 0 30 7 31" — 64° 1 55 — 16 Replan Erhstirg Unpaved Travel Woy With G Wn. Aggregate Base Course — AtlSdional for Rock Plastic or 4' Thick Win- Rgid (bard Closed— pohsiyrofoom Insulation or, ft ft Fabric. Stagger Joints if Y Thick Sections Are Used. Rock Excavation Limits d Backfill Material PIPE INSULATION FOR ROCK LOCATION ONLY Replace Existing Pavement With y'Minimam AsphaH Pbntmiv & 6' kfin. o'g,ogoto ease Course ¢QQ" Gran Y rain Equal to Eddirg . ,80 Thiaieess R Greater Saw or Wheel cut Cir Wheel Cut Exvhog Asphalt See Spec, .ting Asphalt an. aorrow Common Bartel Material STANDARD BACKFILL TRENCH & RESURFACING /�/G UR",e Finished Roadway surface PmPa, Storm Omin or Sanitary Sewer torBox/d Aggr. 9'2 18' to 19' 1 Length of Plea No Joins TYPICAL WATER MAIN ADJUSTING Pipe Zone Material Altemote Thrust Block Mechanical Joint Bends lnrust Block Anchor Strap Replace Existing Unpei T'Wel Way With G Min. Aggregate Bose Came — s Additional Pipe Zone Arm for Rack E,covatiop plastic or Copper pe — NON -SHRINK BACKFILL TRENCH & RESURFACING State of Idaho Right—of—Way and City of Idaho Falls Right—of—Way (when required by the City Engineer) hrmnudy Conductar (iyp.) Existing Water Main `—Slaeve As Required Black Replace E"ng Pavement With 2' L6rdmunl Asphalt Pladmiz & d iron. Aggregate Base Course saw or Wheel Cut ExistinAsphalt see sag ac NOTES: 1. Trench width at surface to be kept to a minimum. Sloping of trench in existing asphalt surfaces shall not be allowed whhout written permission of the City Fngineer. All trenching shay be done In strict accordance of the Ocupatianal Safety and Health Act (O.SHA) requirements. 2. All continuity conductors shall be a minimum /2 stranded copper wire with end sleeve,. 3- Continuity connection shall be a Codweld type HB or equal. 4. Required area of concrete surface bearing against trench wall for thrust blocks. 6' ung ....... 3.0 Sq. It i8' fitting ..... 53 Sq. FL 12" fitting ------ 6.4 Sq. Ft 14' fitting ....... 11.6 Sq. FL 14' fillingg _._ 16.2 Sq. It lg' fitti.... 21.1 Sq. FL 20' f'Mng .___. 26.7 Sq. Ft 24' fittifitting '....' 33.0 Sq' Ft .-_. 47.3 Sq. Ft OF IDAHO FALLS NCH EXCAVATION & TRENCHING & ro srxz >ya m les ® mo sear ra `� 800-1 NO DRAWN UH9 10/98 CHECKED= REVISIONS BY DAT 0e'E m�e me�,nenl n, oor pan u..rof to eemo 0 eesign covre0l is Ine pe.sanol om rt of DESIGNED IO/98 JWA Fa,: g,en "'soelmee. Inc. one enon nolrne oaiE copied .nnom me .rmen mm�,.ammn of .... SCALE: 1'=20' 7A13E/ZNaCcE G�D�FKry — — — — — ® —1YItSD— — — CENTER STREET- - — — — — — I—1rss-------- D LEGEND I 1 SCP -7 EXISTING TREE ® CONTROL POINT _® VALVE/METER EXISTING MANHOLE EXISTING SEWER UNE r _ _ LIGHT POLE POWER POLE CITY OF REXBURG, IDAHO REFORSGREN ASSOCIATES, /NC. TACO BELL EXISTING SITE PLAN PROJECT NO. SHEET NO. 1