Loading...
HomeMy WebLinkAboutDecision 4058 - O - C-7 Site Details Sheet 3wimigiel callaa COMPACTOR AND XX W/ BOARD ON E SCALE: AS SHOWN SAW (CONTRACTION) JOINT 1'X6" DDG -EARED 4 7 16"(TYP) f CEDAR PICKETS (3) 2X CEDAR RAILS EVENLY SPACED VERTICALLY PAADTLOCKING ANHASHAVE GPS.E BOLTS IIII IIII IIII IIII IIII IIII TUI IUI ELEVATION IUi L J L_ J SCALE: N.T.S. -_ R16 D STRUCTURE SEALANT T/2" PREMOLD£D JONT FRLER --1 PRO WDE ISOLATION DONT NH£RE CONCRETE PAVEMENT ABUTS A RIGID STRUCTURE ISOLATION JO/NT SIELALAANT IF (MIN SLAB tT ICKNESS Yi PREMOLDED ASPHALT EXPANSION JOINT FILLER SET 7Y BELOW PVMNT 0 20'-0" O.C. MAX. PROVIDE MIRAF 140H OR EQUAL BELOW ALL CONTROL JOINTS. I I I I I I I I I I I I I I I _ _ SAW JONTS AT 20 =0" O.C., SAW JOINTS SAME DAY AS POUR PLAN VIEW CONCRETE PA VEMENT XX CON RETE PAVING JOINT DETAILS ® 20-0 DC (TYP) 11-16-05 O 6' PAVEMENT PITCH 1% MIN. 1/4" TOOLED JNT. 6" X 6" X 1.4 X 1.4 W.W.F. 2% MAX. 1" R v a . AL- ° °. e COMPRESSIBLE --•-----"-"- ° FILLER, WHERE ....... :::. ::. ......-.... .e REQUIRED. CUT ' BACK & PROVIDE ' a :I-'::..*...:.. SEALANT AT - 6" COMPACTED 2- J4 BARS BUILDING JNT. AGGREGRATE BASE CONTIN US - 6" ALL CURDS TO HAVE 3/4" EXPANSION JOINTS " IN AT MAXIMUM 100 FEET WITH DOWELS & CONTROL JOINTS AT MAX. 20 FEET. PROVIDE EXPANSION JOINTS AROUND ALL COLUMNS. XX CONC-008 (CSI No. 02513) X 2-2-06 1/2" PREMOLDED JOINT FILLER W/ SEALANT TYPE CURB CONCRETE SIDEWALK PITCH 1% MIN. 2% MAX. (SEE GRADING PLAN FOR PAVEMENT DIRECTION) v 00 0 Oo O 8" AGGREGATE BASE C G OO O 0CD. COMPACTED SUBGRADE O C�> <D 0 XX TYPICAL 4" CONCRETE SIDEWALK DETAIL SCALE N.T.S. SIDEWALK -010 (CSI No 02513) 6" LOAM AND. SEED -01-97 PAINTED HANDICAP XX SYMBOL DETAIL SCALE: N.T.S. 4 WIDE PAINTED YELLOW STRIPES 2'-0" 0.C.--� WHITE STANDARD HANDICAP SPACE (TYP) SYMBOL (TYP.) MICPSIGH J CCTSIBLESIGN NOTE: FOR EXACT LAYOUT NUMBER AND LOCATION OF HANDICAP SPACES SEE DRAWING C-4 XX TYPICAL SINGLE STRIPING WMANDICAP SPACES DETAIL SCALE N.T.S. PVMRK-017 11-16-05 S-2 17/32" � I SCH. 40 CONCRETE FILLED N STEEL PIPE BUMPER TO J ro-) BE PAINTED YELLOW (4' ui IIO 1 0 -THRU, HYDRANTS; 6' DIA. < $ AT ALL OTHER LOCATIONS. i 0 PAINT EXPOSED PIPE YELLOW. "STOP" DETAIL 2- SCALE: N.T.S. PAVING/FINISHED Z 9 GRADE 0 O 0 m 00 a Oo COURSE -2'-0* DIAMETERa U CONCRETE FOOTING V14 o L 3/8' DIAMETER WELDED I _ a Q HOOPS, 18' DIAMETER AT a TOP, BOTTOM, &CENTER L O LL 00 N 4" WIDE G m LL�O LU wn LETTERS TO Ir d � C BE PAINTED ce H p YELLOW EQUAL EQUAL d24- 0 W 4,-0' 00 TYPICAL 4'-0" PAINTED XX "FIRE LANE PARKING" DETAIL -NO 0 m SCALE- N.T.S. PVMRK-023 4-3-06 WHITE STANDARD HANDICAP SPACE (TYP) SYMBOL (TYP.) MICPSIGH J CCTSIBLESIGN NOTE: FOR EXACT LAYOUT NUMBER AND LOCATION OF HANDICAP SPACES SEE DRAWING C-4 XX TYPICAL SINGLE STRIPING WMANDICAP SPACES DETAIL SCALE N.T.S. PVMRK-017 11-16-05 S-2 17/32" NO AIJT COLOR TO BE "YELLOW" FOR ARROW AND LETTERS. "DRIVE-THRU" LETTERS TO BE ELONGATED HELEVETICA MEDIUM - 4" WIDE STROKES. 2- PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS WITH CONCRETE PARKING LOTS. XX TMP PAINTED "DRIVE THRU" DETAIL SCALE N.T.S. V-4 oil 1-18-06 TOP OF CONCRETE I � I SCH. 40 CONCRETE FILLED N STEEL PIPE BUMPER TO J ro-) BE PAINTED YELLOW (4' ui IIO 1 0 -THRU, HYDRANTS; 6' DIA. < $ AT ALL OTHER LOCATIONS. TYPICAL PAINTED PAINT EXPOSED PIPE YELLOW. "STOP" DETAIL 2- SCALE: N.T.S. PAVING/FINISHED 0 O GRADE 0 o a - �o AGGREGATE BASE VN !-N' 00 a Oo COURSE -2'-0* DIAMETERa U CONCRETE FOOTING V14 Q ' NO AIJT COLOR TO BE "YELLOW" FOR ARROW AND LETTERS. "DRIVE-THRU" LETTERS TO BE ELONGATED HELEVETICA MEDIUM - 4" WIDE STROKES. 2- PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS WITH CONCRETE PARKING LOTS. XX TMP PAINTED "DRIVE THRU" DETAIL SCALE N.T.S. V-4 oil 1-18-06 TOP OF CONCRETE I XX TYPICAL PIPE BOLLARD(B) SCALE: N.T.S. BARRIER -006 (CSI No. 05500) 01-01-97 TRAFFIC 1 DIRECTIONAL SIGN 2" X 2" STEEL TUBE EXTENDED INTO CONCRETE FILLED 4" PIPE. 12" DIA CONCRETE FOUNDATION 6" BELOW FROST LINE (4 FT. MIN. BELOW FIN. GRADE). 3000 PSI CONC. FIN. XX TYPICAL CHANNEL MOUNTING DETAIL FOR TRAFFIC SIGNS SCALE: N.T.S. B., 8' WIDE PAINTED WHITE STRIPE AINTED LETTERS � I SCH. 40 CONCRETE FILLED N STEEL PIPE BUMPER TO J ro-) BE PAINTED YELLOW (4' ui DIA AT GAS METER, DRIVE 1 0 -THRU, HYDRANTS; 6' DIA. < $ AT ALL OTHER LOCATIONS. TYPICAL PAINTED PAINT EXPOSED PIPE YELLOW. "STOP" DETAIL 0 I SCALE: N.T.S. PAVING/FINISHED 0 O GRADE 0 o a - �o AGGREGATE BASE VN !-N' 00 a Oo COURSE -2'-0* DIAMETERa U CONCRETE FOOTING w Q ' `o 3/8' DIAMETER WELDED I _ a Q HOOPS, 18' DIAMETER AT a TOP, BOTTOM, &CENTER L O ie d XX TYPICAL PIPE BOLLARD(B) SCALE: N.T.S. BARRIER -006 (CSI No. 05500) 01-01-97 TRAFFIC 1 DIRECTIONAL SIGN 2" X 2" STEEL TUBE EXTENDED INTO CONCRETE FILLED 4" PIPE. 12" DIA CONCRETE FOUNDATION 6" BELOW FROST LINE (4 FT. MIN. BELOW FIN. GRADE). 3000 PSI CONC. FIN. XX TYPICAL CHANNEL MOUNTING DETAIL FOR TRAFFIC SIGNS SCALE: N.T.S. B., 8' WIDE PAINTED WHITE STRIPE AINTED LETTERS Oz N w w a3� J ro-) o� ui dna z YInOL] m 0 SCALE: T -9- O TYPICAL PAINTED XX "STOP" DETAIL U SCALE: N.T.S. PRE -FABRICATED WELDED CAP WEESTAINLENSS S L SCREWS STANDARD HANDICAP SIGN 3" X 12" STEEL TUBE - PAINT ENAMEL WHITE F_ (FILL W/ CONC.) 1 VAN ACCESS. o SIGN WHERE REQUIRED n FIN. GRADE D 9 O m z z O O Iii D D a D q Dq .O q O D9 [34-1'_Og3]1'-6� /30001 PSI CONC. NOTE: ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ON POST WITH SIGNS MOUNTED ON BOTH SIDES. OTYPICAL HANDICAP PARKING XX FOR HANDICAP PARKING SIGN SCALE: N.T.S. 10-16-95 4000 PSI PORTLAND CEMENT CONCRETE REINFORCED WITH 6"x6"x2AX2.1 WWF ON CHAIRS (TYP) COMPACTED SUBGRADE TO BE PREPARED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS SAND -GRAVEL BASE COURSE NOTES: 1. CONSTRUCTION SHALL MEET MHD STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES SECTION 476 2. PAVEMENT SECTION REFLECTS MINIMUM REQUIREMENTS; FINAL SECTIONS TO BE PER GEOTECHNICAL REPORT XX TYPICAL CONCRETE PAVEMENT SECTION SCALE: N.T.S. 4-04-06 SEAL CAVIDA. FLANAGAN CIVIL PREPARED FOR: oaW C> O O p O vn �0 O Tn � � O I/] PREPARED 0 0 N ll'J 1"J 0 ui C SCALE: N.T.S. O •Oi z Ids U PREPARED FOR: oaW C> O O p O vn �0 O Tn � � O I/] PREPARED co tD N ll'J 1"J O ui C SCALE: N.T.S. O •Oi '0) m r Ids U W n N F:o 0 O W � 0 Z VN !-N' W LU O t0 U W w Ir O z 3 LU ED LL Z co� L O O U 00 N G m LL�O LU wn j Ir d � C S ce H p 0 ,H UN a 0 W 00 N W cc 0 m WEEME co PREPARED FOR: oaW C> O O p O vn �0 O Tn � � O I/] PREPARED BY: DRAWN BY: RGP ui 5 SCALE: N.T.S. O •Oi '0) m r Ids U W n N F:o 0 O j C; N E c O VN !-N' W LU O t0 Uj m 5 w i LU ED LL Z co� L itsN 00 N G m LL�O LU wn j C N ®I C N Q 0 (a 7: UN a DESIGNED BY: SXS DRAWN BY: RGP CHECKED BY: DAF/TMD SCALE: N.T.S. DATE: 2/3/2006 Mill W Uj LU i co� co Q ca U Q 0 00 W 0 m WEEME co a. >- DRAWING NO. ® NOT FOR CONSTRUCTION H 0.D.39110 E]CISSUED ISSUED FOR REVIEW A�OX 9FVTST �` ® 7 ISSUED FOR PERMIT �S8 A PROJECT N0. ❑ ISSUED FOR BID/PRICING ❑ ISSUED FOR CONSTRUCTION 6• bd b 305517 Copyright ©2000 by Curter &Burgess, Ina