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Home My WebLink AboutJR HIGH BUS LANE PLANS - 96-00035 - Madison School District - Storage AdditionMADISON SCHOOL DISTRICT 321 FIRST NORTH JUNIOR HIGH BUS LANE NO. DESCRIPTION UNIT ESTIMATED QUANTITY I REMOVE CURB & GUTTER LF 310 2 NEW CURB & GUTTER LF 315 3 REMOVE SIDEWALK SY 165 4 NEW SIDEWALK SY 260 5 STREET LIGHTS LS 1 6 REINSTALL EXISING SIGNS EA 1 7 PLANT MIX TON 115 8 %4" CRUSHED BASE CY 145 9 PITRUN MATERIAL CY 390 10 2" CONDUIT LF 300 1997 INDEX, TO SHEETS 1 TITLE SHEET, INDEX 2 GENERAL NOTES AND LOCATION MAPS 3 PLAN AND PROFILE SHEET 4 SIDEWALK / MISCELLANEOUS DETAILS 5 TRAFFIC DEVICE FOUNDATIONS 6 ILLUMINATION POLE LOCATIONS FA NO. 197101 FORSGREN ASSOCIATES, INC. TN. e "Wgn GENERAL NOTES: I. THESE ARE GENERAL NOTES THAT APPLY TO THE PROJECT EXCEPT WHERE MORE SPECIFIC INFORMATION IS INDICATED ON DRAWINGS OR IN SPECIFICATIONS. 2. CONSTRUCTION SHALL CONFORM WITH LATEST EDITION OF THE UNIFORM BUILDING CODE EXCEPT WHERE THE FOLLOWING NOTES OR OTHER APPLICABLE CODES ARE MORE RESTRICTIVE. 3. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF REXBURG STANDARD SPECIFICATIONS. A. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF THE WORK. 5. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR TOP BACK OF CURB UNLESS OTHERWISE NOTED. 6. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, EXISTING ASPHALT PAVING, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. 7. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REOUIRED FOR COMPACTION AND ANY DUST PREVENTION MEASURES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES, WASTE SITE(S), AND ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERLY CONSTRUCTING THE PROJECT. 9. LOCATION OF CONTRACTION OR POUR JOINTS IN CONCRETE SHALL BE PLACED SO AS TO CREATE SOUARE SECTIONS, OR AS CLOSE AS IS REASONABLY POSSIBLE AND MUST BE APPROVED BY ENGINEER. 10 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD - LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE / CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 11 ITEMS MARKED N. I. C. ARE NOT TO BE INCLUDED IN THIS CONTRACT. SECTION CALL -OUT SECTION NO. (TYP 2 SHEET ON WHICH SECTION IS SHOWN (TYP)-- 8 n SECTION u DETAIL CALL -OUT DETAIL LETTER (TYPY--� A DETAIL NAME SHEET ON WHICH DETAIL IS SHOWN (TYP3 n DETAIL NAME ." and th,,. l in A 11 e. b 1M MJ.no I prop" w kin/ Inc. M .IM not be ah. at.. nuoriz.mn eJ In / Inc. OMWN —'., rn. CNECREO DESIGNED APPROVED MADISON SCHOOL DISTRICT 321 REXBURG, IDAHO LOCATION MAP NO SCALE FORSGREN ASSOCIATES, INC. VICINPTY MAP NO SCALE FIRST NORTH JUNIOR HIGH BUS LANE GENERAL NOTES AND LOCATION MAPS PRO EEC NO. EP 97101 0 1 SHE 2 15 REXBURG 20 PROJECT IDAHO FALLS LOCATION SHELLEY BLACKFOOT 15 POCATELLO N AMERICAN I 3o FALLS 15 VICINPTY MAP NO SCALE FIRST NORTH JUNIOR HIGH BUS LANE GENERAL NOTES AND LOCATION MAPS PRO EEC NO. EP 97101 0 1 SHE 2 is TRI STATE TIRE NOTE: WIRING AND CONNECTION OF STREET WLIGHTS TO BE PERFORMED BY OTHERS _j R/W R/W R/W V) 14+00 SCALE: 1 = 40 1 N 67955.251 E 56818.623 R=25' (TYP. A/w \_�51. 847 E 56606. 138 -SAW CUT EXISTING SIDEWALK N 87941.468 E 56788.340 N 87930.103 E 56784.732 -RIW- 14+00 SCALE: 1 = 40 1 N 67955.251 E 56818.623 R=25' (TYP. A/w \_�51. 847 E 56606. 138 -SAW CUT EXISTING SIDEWALK N 87941.468 E 56788.340 N 87930.103 E 56784.732 ATHLETIC FIELD JUNIOR HIGH w BUILDING J CONSTRUCT NEW 6' SIDEWALK ( 150 SY 1 N tt1 B 6' SIDEWALK REMOVE E ING - SIDEWALK (30 —� JUNIOR HIGH SHOP 2 � f'� /� 31/2 R2" I /� 6" 12 R3" B" LDS SEMINARY BUILDING t 4 f/4„ 6" PARKING LOT No 1. CD 2' (TYP) T PARKING LOT A SIDEWALK TO JUNIOR HIGH SCALE' I" = 40' / 8'CONCRETE SIDEWALK PROFILE GRADE = TOP BACK OF CURB 4" - Y4" BASE 4" - CONCRETE 4" TYP 4" CONCRETE 4" - )/4" BASE F - z z I— I' TO 2' AS NEEDED FOR STRAIGHT, NEAT EDGE � 2.5' CURB 17' NEW PAVEMENT & GUTTER 2.5' CURB AND GUTTER C REMOVE EXISTING - CURB & GUTTER ND I D Ca B 61 SIDEWALK NOTTO SCALE 26.5'± EXISTING PAVEMENT CUT ASPHALT TO SMOOTH, VERTICAL EDGE AND APPLY TACK COAT PRIOR TO PAVING 31/2" - PLANT MIX EXISTING SURFACING 2'-G" 12" 12" THICKNESS VARIES 1 EROOLP 6" - Y4" CRUSHED BASE F 20" - GRANULAR SUBBASE z 2.51 CURB AND GUTTER CTYPICAL ROADWAY SECTION 9rF"1 �oP NOT TO SCALE � � OF PQ` $ NOT TO SCALE n2 DMWN 0]/9] BWM CHECKED 0]/9] BWM PROJECT NO. S No. REVISIONS DATE 8wm MADISON SCHOOL DISTRICT 321 FORSGREN FIRST NORTH JUNIOR HIGH BUS LANE mb 4ocummt o pm "m 1M1•mof N eetob w DESIGNED 0]/9] BNM t aaag• concept ,a Inc. "monal shahproperty •I a x mo,K . �,,.a• REXBURG IDAHO .,,,,• N, Iat.. i Inc. ASSOCIATES, INC. SIDEWALK / MISCELLANEOUS DETAILS 4 .,fee wi As at. LLnc aulM1onxalion oa APPROVED 0]/9] JWM � — fon9�en Naoc)olea /Inc. pp1E ONo Conduit Permitted Behind Center Line Of Cabinet , 2' Min. 3- Max. Stub Above Foundation , Caulking Compound Required 3'-0-- 1 1 1 1 I I 1 1' SI4' Conc. III III 14 Pod Pad For Drainage inage � III IIII � 44- III 11 I , �`•!� r 1 III I I I II 1 . i III 111 1 III IIII Y Clearance (TYp.) 1 FfI IH 1 Conduit (See Plan For Type and Quantity) FRONT VIEW 1 1/2' Chamfer On Comers 10 -CT --OI TO M o 1 u, '"'1 27 Clearonee (Typ.) See Schedule For Anchor Balt O - Size and Quantity 6• See Schedule For Hoops LOP And Vertical Bars *01 Raised Concrete Pad Required I When Foundation Is Installed In An Unpaved Area SECTION B CONTROLLER CABINET l N' T -1 r'- . T 'Il I F 4 1� .1 SECTION e A Sizes Idem. Location 1' Rigid Steel Conch & Plug For Future - CONTROLLER FOUNDATION SCHEDULE FOUNDATION TYPE A B C D E HOOPS VERTICAL RODS CU. YDS. CONIC. ANCHOR BOLT N0. SIZE LIN. FT. NO. SIZE UN. FT. FOUNDATIO1 PAD ONTY. SIZE M 2'-11' 1'-8• — — 1'-0' 3 #4 25'-6" B /4 24'-0- .6 1 2 2 1/27x12'x3' P & R 4'-0• 2'-4� 3'-4 3/4-11-6 1/2' — 3 BT/4 24'-0• 1.1 .2 4 5/6•x18-xb" Y Slot Required Anchor Bolts To Be Supplied 4 Ea. (See Anchor Bolt Schedule) Two Gal, Washers and Two Hex Nuts - 2' Rigid Steel Conduit As Required On Plans PLAN VIEW Anchor Boit As Per MAIN POLE FOUNDATION SCHEDULE BOLT CIRCLE Manufacturers Specs LENGTH 17 1/2- STRUCTUREOUNDATIO TYPE Crout After Pole Has X Y - Been Plumbed CU. YDS. CONCRETE NO. SIZE JUN. FF.11,10.1 SIZE JUN. FT. 30' Light Pole Pedestrian Signal Pole A 2' -TP 2 1/7 Min. r Max. 4 /4 23'-0' 6 /4 28'-0' .6 35' Light Pole 8 Rigid Steel1� 11 I II I II •1' N4 29'-47 Conduit /6 40'-C• 1.3 40' & 50' Light Pole C 3'-0' 8'-0• 5 #4 44'-2* 8 M6 1 •, 2.1 Traffic Signal Pole See Schedule For Hoops and Vertical Bars —Bolt Circle (See Schedule) 157 -Sidewalk or Grade Line `Plastic Sleeve Required Through Sidewalk Min. 3 -Rigid Conduit (See Plans For Sze. Type, Number, and Entry) Y (TYP.) - -..1'. I : I • Anchor Bolts 1 . el-----> le 1 I' a 1 I 1 I � I 1 - F I _x � SIDE VIEW LIGHT POLE FOUNDATION BASE DETAIL SIGNAL POLE MAIN POLE FOUNDATION SCHEDULE BOLT CIRCLE SHAFT LENGTH 17 1/2- STRUCTUREOUNDATIO TYPE TYPE X Y - HOOPS VERTICAL RODS CU. YDS. CONCRETE NO. SIZE JUN. FF.11,10.1 SIZE JUN. FT. 30' Light Pole Pedestrian Signal Pole A 2' -TP 5'-0• 4 /4 23'-0' 6 /4 28'-0' .6 35' Light Pole 8 2'-G 7'-0• 4 N4 29'-47 6 /6 40'-C• 1.3 40' & 50' Light Pole C 3'-0' 8'-0• 5 #4 44'-2* 8 M6 61'-4' 2.1 Traffic Signal Pole 0 3'-0- 9'-0• 5 /4 44'-2' 8 /6 69'-4' 2.4 Pedestrian Pushbutton Pole E 1'-6' 2' -Er 2 /3 7'-6' 4 S48'-0 .2 See Schedule For Hoops and Vertical Bars —Bolt Circle (See Schedule) 157 -Sidewalk or Grade Line `Plastic Sleeve Required Through Sidewalk Min. 3 -Rigid Conduit (See Plans For Sze. Type, Number, and Entry) Y (TYP.) - -..1'. I : I • Anchor Bolts 1 . el-----> le 1 I' a 1 I 1 I � I 1 - F I _x � SIDE VIEW LIGHT POLE FOUNDATION BASE DETAIL SIGNAL POLE MAIN SIGNAL ARM BOLT CIRCLE SHAFT LENGTH 17 1/2- 3 & 4 20' 22• Class 25' 30' 35' Single Most Class 40' 2 45' Class 50' 3 55' 20' 25• 30' Class 35 Double 4 40' Most 45' 50' 55' ANCHOR BOLTS CLASS SIZE BOLT CIRCLE 1 & 2 1 3/4-X6TX6- 17 1/2- 3 & 4 1 3/4'X84CX6' 22• NOTE: 1. The above design is based on Nass of material 1 thm 4 per table 29-B in the 1991 edition of the Uniform Building Code. Contact the City of Idaho Falls Engineering Dept. if soil class of materials is item 5, clay, sandy Nay, siky clay. and clayey silt or if soil is organic clays and peat STRUCTURAL DESIGN FREDERICK R. SCHEERER 3717 syo rsarr, d5~v HE y F aea 4 4'sdt�` r/yH 1' Rigid & Plug 45 Bend Londscaped Area 1' Rigid Steel Conduct Y Rigid Steel Cor As Required By PI Y Rigid Steel Conduit i s a 4 #4 Hoops �6 /6 Vert Abhor Bok S And Location Manufacturers SpeciRcotio Y Rigid Steel Conduit PLAN VIEW POLE BASE DETAIL LANDSCAPE AREA Of Sidewalk II i. II Instoll P.V.C. Sleve I NIL= 1 _ Through ConcreteeI I I NIL= Sidewalk (Size Varies) I I ' I1 I II Y Rigid Sleel As Required By POLE BASE DETAIL SIDEWALK WITH STRUCTURE 45 E Min. Min. 'lug Steel Min. PLAN VIEW Landscaped Area �' I I " „Y Sand or n op of 'SII—li-l! j—II�' PolerFo Between Top Bottom Pok Foundation Top of Sidewalk \ Expansion Joint Material V Rigid Steel CondultJ '"4d Steel CorMuft J II II As Raquinrrd By PWns POLE BASE DETAIL rel Conduit SIDEWALK WITH STRUCTURE 45 Bend NOTE: 1. Contactor shall verify all utilities prior to excavation.