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Home My WebLink AboutC2.0 Civil Plan 08-20-2020 24" �pSF-OF MQV7gg9 2" CURBDR CURB TO THIS LINE FOR o MARK A. CHANDLER 4., TOPSOIL - 3"R o No. 9518ES 4 o 0 L(TYP 4 R 3/4"TO SLOPE 6'MINIMUM WIDTH y9�� /CENSE �\ 1/2"SLOPE 1.5' ''jF1EER pp0 ° 3/4"TOI 1'SLO 2" ° SPILL CURB,i_ 2%MAX SLOPE Sheet 3 of 3 41 O O O () U ., UmmE w �j 2-STEEL RIBBON "U"RACK 0808080 0 0 0 0 0 0 0 0 0 0 a CRUSHED GRAVEL 0 PRIME AND PAINT BLACK COMPACTED SUBGRADE O O O O 0000000 O O O O O O O I 3' C BASE- 3"MIN. O O O O O O O O O O O O ( rn 2 3/8" 'T umi c O O O O O O O O O O O O O O O COMPACTED TOPSOIL 3"MINIMUM THICKNESS OF}"MINUS I- CRUSHED BASE COURSE MATERAL. c r SUB-BASE COURSE NO °MINIMUM THICKNESS OF}"MINUS GRAVI w AS REQUIRED a ONCRETE WALK (NATURAL FlNES,SEE NOTE 1). (n m LL'E Z D .z o COMPACTED SOIL N A�a COMPACTED SUBGRADE � NOTES C °1 m d NOTES; 10' 2 10" 1.NATURAL FINES SHALL CONSIST OF 80% [ W 9_ 1. Subgrode or base course compaction shall conform to section 02230(M.P.W.Spec..,2010 ad.) SAND,10%SILT AND 10%CLAY. L L pp 2. Contraction joints shall be placed at 10'intervals and shall have a minimum depth of 3/4"and minimum width of 1/8°. 12"008" DEEP HOLEAM NOTES. 2.A SOIL STERILANT SHALL BE APPLIED TO THE N O a 3. 1/2"expansion joint tonal hall bs places t II P.c...P.r.a, uro stoma ana at not more than 300'intervals. Tne 1. ONE "U" RACK HAS CAPACITY TO HOLD 2 BIKES. [ d e pension matenal shall extend through the full depth of the rb and 9.1 r. FILLED WITH CONCRETE SUBGRADE PRIOR TO PLACEMENT OF THE GRAVEL BASE. 4. No curb and gutter shall be laced without a final form b the a En his m6ve. 2. MAINTAIN 3' SPACING BETWEEN "U" RACKS. .ta$a gu p inspection y City Engineer or repreeen 5. Concrete shall be Class M-4000. W 8. Crushed gravel base shall meet the roguirementa o/Section 02235(MPW SPECS,2010 ed.) For curb and gutter replacement projects,washed rock may be used for the grovel base. SIGN POST SETTING DETAIL TYPICAL BICYCLE RACK CLASS 2 TRAIL C2.0 SCALE:�NTS C2.0 SCALE:NTS C2'0 SCALE:NTS COB STANDARD DRAWING N0. 02529-18 APRIL 2006 °s 1 CONCRETE CURB AND GUTTER DETAIL C2.0 SCALE:NTS C.O.B. STD. DWG. NO. 02528-1 a. R = 15• SIDEWALK BOULEVARD WRB°F f 1/4" STEEL EDGING. FLUSH WITH CAST IRON FLAT BALL VALVE(TYP) 1• ° SIDEWALK ELEV. BEFORE DROP FOR ELECT O IC METER PRESSURE GAUGE(TYR) VARIES m .� RAMP. LOCKLESS LID APPROVED ED EQUAL BF OR 5'TYP .P.(TYR) tB . PRESSURE REDUCINGVALVEIINS SET'" Y DOWEL WRH 24"N0.5E%PPNSION 1 ') EXISTING GROUND I OR V LOK ROK MO EOL]0 OR APPROVED EQUAL PRUPERIY e., RFBPR 3"IBTO RACK .e 1 .4 JOINTS GLRN2 BALL VALVE(TYP) 3"MIN GRAVEL BASE OF CURB.J CIEM1 C m ENCLOSURE -e THICK M-/000 CONCRETE 1 5• SIDEWALK �� - PRESSURE GAUGE(TYP) 6' RAMP AT o U INSULATING FOAM DISC PROPER SECTION B MAX. ' a RAA 4' MIN. MAX. 12:1 SLOPEK PER .5A X 5 xS L FORD 1R'DIAZONING ' 'SIDEW 3 5'SIOEWAtI( SINGLESETTINGREcuunoxs 1 20 MAX., I-) DOWN SECTION FRgA LAN�r IN a.l� ROSS-SLO E 5% MAX -1 LI% COILPITSETTERE%ISPNG WRB TO DROP WRB: 1 2% MAX �c�aAX PFC6Bd88-1&TB-FP-NL 24 Mio (� WITHIS OR APPROVED scALs: Y 5' 4 MIN. OF CURBPlr EQUAL 14 j m N RAMP N DEPTH 1'EOR TE WATER FIBERHUBBELLASS PA 2 X I 0. T6" METER PER C08 FIBERGLASS PAD o m 4'MIN..... . ...AROUND SIDEWAtI(S-ON x5 1/2'BLVD.GYP.) LEVEL LANDING U LOK ROK GLRN2 ENCLOSURE DRMEwAY THROAT WIDTH SI G aFULL PORTcube aAPRONPOURED MaN Ic SINGLE SETTING, DETECTABLE INLET&OUTLETpARE FP ANGLE UNLESS OIHERNISEMPROVID LrtH CONCRETWARNING SURFACE BALL VALVE ,T ., (24" x WIDTH OF - CURBSTOPAND CURB STOP AND CONTRACTION JOINT RMIFS TO BE CONSIPBLE ��FNP Flow line WASTE I BOXWMNING SURFACES CG JO MOHSpN CURB RAMP) WASTE/BOX ANCHORING STAPLE :I COVERING THE-RE WIDTH OF THE RAMPS. WITH (IRRIGATION DRAIN) SLOT THROUGH PADLOCK 0 E CORf1ER OF TIE OEIECTPBLE WARNING MUST BE COMPRESSION THE ENCLOSURE�� // ExPAN$ION JgNS AT CURB RENRNS WITHIN B OF GIITER FLOW 11NE ryry0 OO1TryIER POINT ON TEE WITH (BV OTHERS) ON TIE LFMINO EDGE OF E'DETECTABLE WARNING STORM DRAIN INLET COUPLINGS FOR COMPRESSION FLANGE MAY BE MORE THAN 5 FROM THE FLOW LINE. (1YPIM LOMOG CURB CURB CITY WATER COUPLINGS SpDux LONTRACTbN JOINTS 3 HACK OF CURB SHUT-OFF EO AT 5'INIERIAlS-MIN. FLOW LINE REINFORCE CONCRETE IN RAMPS WRH GUTTER 1 -TO SAGKFLOW LOCKING DETAIL DEPTH 1". EXPANSP JOIN15 OB.MESIPAT A RATE IF 1 1/2 ma./c.r. RAMP FLUSH PREVENTER LIFT OFF STYLE(2 PLACES) N BE PVd:EO AT 25' EDCE OF GlR1ER DR WITX 5x5x10 GAUCE WIRE M. WITH CURB WCy gSHEO ROCK ENCLOSURE HINGED STYLE(1 PLACE) MENWLS. & 12"�'I 5-0" '�12" CV OF a" - erv� TOP OF CURB I 3 x L 00 fD WASHED ROCK 1REEnaK0N TO NORMAL SIDES. X�C CONmAC1KIN JpNR TO BE SPICED ELEVNION. DISTANCE VARIER. Z Q d 1 AT 10'INTER-IN CURB A,GUTTER SIDEWALK 3 E Z V 1 FOOT OF 3l4" QQ MINUS COMPACTED 2(51J MOUNTING HINGE 5'SIDEWALK 5.5° NO LIP b\=4 K WASHED ROCK FOR LANDING FLOW LINE 5.5" N F O DRAINAGE HINGED STYLE EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. VARIES SECTION B-B 3 ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. NO LIP IT r 9.5" gAx. NO sa4LE RAMP IN GRADE ESTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB s! BOULEVARD R MATCH EXISTING SIDEWALK GRADE SIDEWALK DRIVEWAY �- `' •'''` 6. a a,Ra ,a, � HANDICAPPED ACCESSIBLE RAMPS IRRIGATION METER PIT DETAIL A 1' S'ttP. 6" 6 CONCRETE ( , (VARIES) Rip 3"G VEL BASE(TYP.) sr� 1/4"PER FOOT SLOPE STREET SURFACE SECTION A-A a C2.0 SCALE:NTS C2.0 SCALE:NTS NO SCALE 20' 8 w a SECTION C-C O o •. 0 k CONSTRUCTION NOTES: NO SCALE I`I WASHED ROCK , 1. Standard applies to new coneWction,with curb R=15%and min.5.5,boulevards. 3'MIN. , CURB&GUTTER °x IN.6"THICK 2. Ramp d curb can be Pourctl o IiNically. M-4000 CONCRETE 3. Storm drain inlet,shall be constructed°upstream"of romps. Alternative loacti...permitted only upon City Engineer's approval. 4. Romp k shall be 5'mi.i u •OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH 5. Sidewalk cross-slopes rnnot exceed 2%. SECTION A a p-+ RESIDENTIAL DRIVE APPROACH PERPENDICULAR PEDESTRIAN RAMP LJ C2.0 SCALE:NTS COB STANDARD DRAWING NO. 02529-11 DEC 2003 C2'0 SCALE:NTS COB STANDARD DRAWING NO. 02529-8 NOV. 1995 30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP 10 CONSTRUCTION DUMPSTER DETAIL 85'RIGHT-OF-WAY 1 & 1O' 5• C2.0 SCALE:NTS 20'TBC TO TBC a 20'TBC TO TBC BOULEVARD SIDEWALK 1 SLOT WIDTH LLAT OUTLET ly oI 12' DRIVING LANE 8'PARKING WEIR= 1.7" w Tye 7 - V PVC OUTLET PIPE 0 18'GRASS LINED SWALE IN fl)- $ RIM ELEV. . i 3"LIFT OF HOT •° MATCH ROAD SECTION RIGHT OF PLANT MIX CENTERLINE ASPHALTIC INTEGRAL INTEGRAL CONCRETE CURB AND Z'7 CURB AND SURFACING 95X GUTTER SPILL M 'yA.r GUTTER COMPACTI (ON CURB) 1 Z•� W X )6 T 1 1 1/4"PER 1' (CATCH CURB) 1/4"PER 1 WINDOW W1 GRATE 1 . 3X SLOPE �- INV. IN NV. OUT MAX 4'.1 CONCRETE 9" 1 SIDEWALK 4.1 MAX SU P .4 3"MIN PER IMPERMEABLE LINING PLAN 4. " CONTRACTOR CONCRETE SIDEWALK NOTES: MATERIAL CRUSHED GRAVEL BASE BOULEVARD 4"LIFT OF SLAB TO GROUT COURSE. CRUSHED 44"DIA ( ) Issue Date:8/20/2020 PER PLAN 6"MIN DEPTH. GRAVEL BASE SLAB 4"UFr OF CRUSHED 1. REMOVE ALL TOPSOIL AND FINE GRAINED MATERIAL DOWN TO NATIVE PR RUN GRAVELS FOR FULL 33, LEVELING GRAVEL LEVELING COURSE WIDTH OF ROADWAY.COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.AS DETERMINED By 18"OF 6"MINUS PIT COURSE PVC OUTLET AASHTO T-180. RUN SUB-BASE GRAVEL 2. IF NECESSARY,BACKFILL TO SUB-GRADE ELEVATION WITH 6"MINUS PIT RUN GRAVEL,WITH 8"MAXIMUM 95X COMPACTION PIPE LIFTS,COMPACTED TO A MINIMUM OF 95X. NATIVE GRAVELS OR PIT 3. PLACE 6"LIFT OF 1"MINUS CRUSHED GRAVEL BASE COURSE,COMPACTED TO A MINIMUM OF 95X RUN FILL, 12"MAX.LIFTS, ■O 4. PLACE 3"OF HOT MIX ASPHALT FINISHED SURFACING,COMPACTED TO 95%. 95X COMPACTION y BRIDGER VALE DRIVE SECTION(85T RIGHT-OF-WAY) 88• I.D. POND OUTLET ASTM C-478 WITH IFCO. 7724-4' FRAME AND GRATE C2.0 SCALE:1"=5' 11 C2'0 SCALE:NTS COB DETAIL: 02660-10, REV. DEC 2003 #14486