The URL can be used to link to this page

Home My WebLink About006_C2.0 DETAILS_4-17-19 24" g• SIDEWALK 2„ DEPRESS CURB TO THIS LINE FOR CURB DROP. 4'MIN. 4" TOPSOIL° 3"R CROSS SLOPE: a"R as.. SLOPE ��+ TO 1' + o 1/2"SLOPE �� 7' n y 12" a ° TOT SLO INTERNATIONAL SYMBOL OF ACCESSIBILITY, dj W j j�TE ° SQILL CURBdvA PAINTED BLUE WITH 4"SOLID WHITE,LINES. ��fff mU v 1.5"° 6 LEVEL LANDING CENTER SYMBOL IN PARKING PACE. - vAN ACCESBIBLE U 7.5" DETECTABLE WARNING SURFACE ftW FlNE w �- �9" 4"WIDE SOLID YELLOW LINES AT 45 w11HWT PERMIT a �� a<, (2a^x WIDTH OF CURB RAMP) 0 //i Sheet 5 of 5 DEGREES,2'ON CENTER 2X 6'RAMP AT ��/� c,K1 4'MIN. MAX. 12:1 SLOPE CRUSHED GRAVEL 'J J O O O O O O O O O O °J 4"WIDE SOLID YELLOW LINES(TYP.) ) N \ C o 0 0 o 0 0 0 0 0 0 0 0 0 0 o COMPACTED TOPSOIL a / BASE-3"MIN. 0000000000000000000000000000000 } 2"x2"xt/8"SQUARE STEEL TUBE--- BASE _ m m 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - SET IN 18"OF CONCRETE(TYP.) o n eoe soap MAXIMUM 2%CROSS SLOPE FOR HANDICAPPED - ��/i. _ � w PARKING SPACES AND LOADING ZONES m v_ 0 j✓/L _ SUB BASE COURSE CURB CURB N o :\� g m AS REQUIRED 1.5' 1.5' E o GUTTER GUTTER SIDEWALK DEPRESSED TO PAVEMENT ELEVATION v t (LANDING TO HAVE MAXIMUM SLOPE OF 2%IN ANY i DIRECTION)PEDESTRIAN DROP CURB ACROSS LANDING 9'STANDARD STALL m c 12"0X78" DEEP HOLE _0 I C IIOIES COMPACTED SUBGRADE s � o I. subgraEe or base co.-compact-shall confomn to section 02230(M.P.W.Specs.,2010 ed.) <� FILLED WITH CONCRETE m o` 3 NOTE:VAN-ACCESIBLE PARKING SPACE @ m 2. Commotion joints shall beplaced at 10'intervals and shall have a minimum depth of 3/4"and minimum width of 1/8". C) m AND ACCESS AISLE ARE EACH 8'WIDE ^ C v m 3. 1/2"expansion joint material hall be placed t all P.C.I.,P.T.sU urb retume and at not mom than 300'intervals. The Ir�i r m 'L pension material shl ..tend through the full tlepth of the c rb and gutter. U 4. No car'and getter shall be placed without a final farm inspection by the City Engineer or his representative. 3 H.C. PARKING SIGN (POLE MOUNTED) SIGN POST SETTING DETAIL m Y t 5. Concrete=hall ee Class M-4000, HANDICAPPED ACCESSIBLE RAMP AND STRIPING I 1 5 w 6. Crushetl gavel base shall meet the requirements of Section 02235(MPW SPECS,2010 sd.) Far curb and 2 HANDICAPPED ACCESSIBLE RAMP 3 Cz.o CDB FlGURE 38.25.040.D C2.0 SCALE:NTS Z o t gutter replacement projects,washed rock may be used for the gravel base. n C,2 G SCALE:NTS C a C2.0 SCALE:NTS SCALE:NTS W 3"THICK ASPHALT CONCRETE n CONCRETE CURB AND GUTTER DETAIL 6"THICK 1.5"MINUS CRUSHED(ROAD MIX)GRAVEL o w C3.0 SCALE:NTS C.O.B. STD. DWG. NO. 02528-1 RIM}"BELOW TOP OF -' NEW PAVEMENT SURFACE HEAVY DUTY MONUMENT BOX, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STABLE SUBGRADE SOILS SIMILAR TO CARD ENG.NO.50608-1 \COMPACTED TO 95% COMPACTED TOPSOIL OR ASPHALT SECTION WIDTH VARIES 315 LB.WOVEN GEOTEXTILE FABRIC(MIRAFI 60OX OR 4:1 MAX APPROVED EQUAL)WHERE UNDERLYING SUBGRADE DEPTH VARIES: 1.5'MAX POND DEPTH -- DEPENDING ON CLEAN-OUT LOCATION 4:1 MAX 9^MINIMUM THICKNESS OF 6" &MAX WATER STORAGE DEPTH =_ 4.. CONCRETE FINISH DESIGN AND CONSISTS OF SILT/CLAY OR DIRTY GRAVEL MINUS PIT RUN GRAVEL TOP OF POND L 4VARIES POND BOTTOM 0 NOTE; 4;T WIDTH VARIES E 0 4"-6"MINIMUM THICKNESS OF CUSS M4000 1. REFER TO GEOTECHNICAL REPORT BY ALLIED ENGINEERING SERVICES,INC. 'U4k 51.OP U CONCRETE(REFER TO SITE PLANS) FOR ADDITIONAL INFORMATION REGARDING ASPHALT SUBGRADE REQUIREMENTS S<OpE, A M a SLIP HUB TO THREADED ADAPTER 4:1 MAX BOTTOM OF POND A' 4:1 MAX - THREADED PLUG 3"MINIMUM THICKNESS OF 1.5" .' 00 MINUS WASHED ROCK BASE MATERIAL FINISH GRADE WITH 6" FROST EXPANSION SLEEVEASPHALT SECTION EST MATED SEASONAL HIGH GWTOPSOIL AND SEED o A,5NOTES, MINIMUM THICKNESS OF CLASS M4000 C2 0 ELEVATION IS AT THE TOP OF1. 1"MIN. DEPTH CONTRACTION JOINTS TO BE SPACED REINFORCED WITH 1.5 LBS PER CUBIC Y SCALE:NTS THE NATIVE GRAVEL LAYER 4 p AT INTERVALS MATCHING WIDTH OF SIDEWALK FIBER MESH (REFER TO SITE PLANS) O OVER-EXCAVATE MATERIAL AT BOTTOM OF RETENTION 2. EXPANSION JOINTS TO BE INSTALLED AT EVERY FIFTH PONDS DOWN TO NATIVE GRAVEL LAYER JOINT FOR FULL DEPTH OF CONCRTE p p p (APPROXIMATELY 2'-2.5' BELOW EXISTING GRADE) 3"MINIMUM THICKNESS OF 1.5" AND BACKFILL WITH WELL DRAINING GRAVEL � MINUS WASHED ROCK BASE MATERIAL / 1 4'THICK CONCRETE SIDEWALK DETAIL tom: - a- 4" OT B" 1. 1"MIN. DEPTH CONTRACTION JOINTS TO BE SPACED C2,0 AT INTERVALS MATCHING WIDTH OF SIDEWALK ,� ,� ., ��: I'LG,�. PVC PIPE SCALE:NTS 2. EXPANSION JOINTS TO BE INSTALLED AT EVERY FIFTH UC END OF LINE CLEANOUT IF REQ'D USE PLUG JOINT FOR FULL DEPTH OF CONCRTE NATIVE GRAVEL SAYER 8' THICK REINFORCED CONCRETE GREEN DSTE STEEL 10 SANITARY SEWER SERVICE CLEANOUT n TYPICAL RETENTION POND SECTION VIEW C2.0 SCALE:NTS C2.0 SCALE:NITS C2.0 SCALE:NTS PROPERTY LINE OR EASEMENT LINE vessel 5 1/2'BOULEVARD (TYP.) TrW STREET SURFACE 5'SIDEWALK GROUND SURFACE (TYP.) MAINTAIN PROPER S D OCOMPACTED BACKFILL SETBACK PER (SEE SPECS) PROPERTY ZONING fYy LINE OR REGULATIONS BOULEVARD EASEMENT -0„ (TYPICAL EXCEPT IN SPECIAL LINE 3.-5'TRANSITION SECTION FROM CIRCUMSTANCES WHERE CITY HAS :1 '"IsEXISTING CURB TO DROP CURB: U r APPROVED ALTERNATE LOCATIONS) STREET SURFACE GROUND SURFACE F7r-I 5'SIDEWALK O (TYP.) 2"%2" EXPANSION JOINTS COMPLETELY WOOD CURB BOX AROUND SIDEWALK SECTION SERVICE LINE.SLOPE= 1/4" MARKER PROVIDE 5'STATIONARY MAX.THROAT WIDTH 45' ELBOW PER FOOT MIN., 1/2"PER FOOT ROD IN ALL CURB BOXES 24'COMMERCIAL O MAX, CURB&APRON POURED MONOLITHIC SERVICE INVERT NO LOWER UNLESS OTHERWISE APPROVED THAN SPRING LINE OF SEWER 6 1/2' MIN.COVER a MAIN FOR WYE FITTINGS. V CONTRACTION JOINT O SEWER MAINSEE DETAIL a IN LINE WYE FITTING FOR NEW INSTALLATIONS. PLUG BELOW (TYPICAL EXCEPT IN SPECIAL EXPANSION JOINTS AT CURB RETURNS r ' SADDLE FITTINGS ALLOWED FOR EXISTING TAP BY CONTRACTOR CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATION) O INSTALLATIONS ONLY UPON APPROVAL OF CITY BACK OF CURB \ w v l� w OF BOZEMAN SEWER DEPARTMENT. i i CURB STOP SIDEWALK CONTRACTION JOINTS SPACED AT 5'INTERVALS-MIN. FLOW LINE DEPTH 1". EXPANSION JOINTS 1z SANITARY SEWER SERVICE LINE DETAIL TO BE PLACED AT 25' w EDGE OF GUTTER WAT U ER MAN // INTERVALS. rc VARIABLE C2.0 SCALE:NITS C.O.B. STD. DWG. NO. 02730-2 N COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM BASE MATERIAL) AT 10' INTERVALS JOINTS TO BE SPACED IN CURB&GUTTER PACED 0. (5.5'TYP.) O CORP. STOP TO CURB STOP FOR 3/4"AND 1"SERVICES.STRAIGHT 5 O 20'-0" T COPPER PIPE SHALL BE USED FOR 1 1/2"AND 2"SERVICES DETAIL OF A SELECT MATERIAL BACKFILL EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. PROPERLY CORPORATION STOP ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. INSTALLED AREA(SEE SPECIFICATIONS) MAOP ORATPION 3/4"DIA. MIN. HEGHT CU BLOR EMATCH I EXISTIINGRISE PER FOOT FROM SIDEWALLK GRADE TOP OF ADJACENT FULL AT SPRI NGLINE. // / /j / SERVICE PIPE 2 a;/ //j//j/%/ //j//j/%/ //j// SIDEWALK 55�NP1. Vl 0 5 TYP' (VARIES) STREET SURFACE 4 6"MIN. J TRENCH BOTTOM w r _ -- GENEINOTES 0 1 WATER SERVICE LINES SHELL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE,EXCEPT THAT COVER SHALL BE lase¢Date:4/17/2019 MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WAT SLOPER SERVICE LINES SHALL HAVT SERVICE ES B A NAM L/ FOOT COVER AT CURBBSTOP, MIN. THICK CURB AND GUTTER SHALL ow,wlrvcs OR As SPECIFIED. M-4000 CONCRETE E IN-LED WHERE SHOWN ON 3. BEDDING SHALL BEEP CIA-MUM WITHINE 6"OF SERVICE PIPE •OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH 4, INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL r0 SmEET IN OFF-POSITION, 14 RESIDENTIAL DRIVE APPROACH AND SIDEWALK 13 WATER SERVICE LINE DETAIL cz.oCI 30 CUBIC YARD DUMPSTER W/ COVERED ROLL-OFF TOP SCALE:NTS COB STANDARD DRAWING NO. 02529-11 DEC. 2003 O C2.0 SCALE:NTS C.0.8. STD. DWG. N0. 02660-6 11 CONSTRUCTION DUMPSTER DETAIL C3.0 SCALE:NTS #190104