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TOOLED EDGE 12" TYP. UNLESS OTHERWISE ASPHALT PAVEMENT 6" CONC. CURB =i i-i WEEP HOLES — PLACED @ 10 o.c. BOW (SEE PLAN) HOLD A.C. PAVING m 5.5 6 18 NOTED ON PLANS -li OR AT EACH SCORLINE OF CURB 1» UP 1/8" ABOVE CURB GLOWLINE PVC 1/2" R=1/2" GUTTER CROSS SLOPE OF LANDING , 5865 Owens Drive ABOVE PAVEMENT R--1" A.C. PAVING AREA DOES NOT EXCEED 2% Pleasanton, CA 94588 6" IN ANY DIRECTION A 925-251-7200 III ° CONFORM @ 2' II a a A A MlN EXIST. GRADE 3 II a a BASE ROCKIES 3 MAX. RIVER RUN COBBLES SET IN LIGHT CONCRETE (TYP.) -III-III-III-I -' 10 & 2 6 N . WILSON WAY II=ISI=ISI=ISI-ISI-ISI-I �� -��_ SCARIFIED AND RECOMPACTED SUBGRADE GRADE SWALE Al Al 6" CURB �� ° PER GEOTECHNICAL REPORT TO DRAIN 2' SECTION 2—#4 REINF. BAR CONTIN. 6" BASE ROCK ° °°° FLUSH CURB STOCKTOK CA TOP&BOTTOM » » TOP OF RAMP 6 18 TOE OF SLOPE 1" PVC PIPE THRU 1" p. ° FOR TC—PV CONC. CURB F // CURB @10' o.c. OR AT R=1/2" PCC CURB & GUTTER (CLASS A) y`I°��"" EACH SCORELINE OF CURB 1" T E K I N ASSOCIATES * 1 6" R_1„ AC PAVING A.C. PAVEMENT — m 2�M`X O a a a WIDTH TO BE 2 — COBBLES 6" a ° f ' ` PLAN CENTERED WITH CURB OPENING 4' BASE ROCK a 12 TYP. UNLESS OTHERWISE BASE ROCK �r NOTED ON PLANS 4" a°a o — -III-Iii ��, --- CROSS SLOPE OF LANDING — — 2' 2' AREA DOES NOT EXCEED 2% —" SACRIFIED SUBGRADE IN ANY DIRECTION (TOP 8"-95% RELATIVE) ELEVATION * WEEPHOLES TO BE PLACED ON ALL CURBS AND CURB & GUTTER WHERE LANDSCAPING SLOPES 3" MAX. RIVER RUN ELEVEn TOWARD CURB. WEEPHOLES SHALL BE PLACED AT 10' O.C. OR AT EACH SCORELINE OF THE CURB. COBBLE SET IN LIGHT WEEP HOLE KEYED CURB AND GUTTER CONCRETE (TYP.) CURB ACCESSIBLE RAMP 112 NOT TO SCALE 5 PLACE COBBLES ON TOP NOT TO SCALE NOT TO SCALE WIDTH TAPERS FROM 12 OF MIRAFI 700 X WOVEN FABRIC AT BACK OF CURB TO 24" OR APPROVED EQUAL. EXTEND FABRIC AT TOE OF SLOPE/BIOSWALE KIER & WRIGHT Z:\STAN DARDS\DETAI LS\ CURBS\CO2.DWG Z:\STANDARDS\DETAILS\ CURB & GUTTER\CG04.DWG 2' BEYOND WIDTH OF COBBLES Z:\_STANDARDS\DETAILS\HANDICAP\HCO2.DWG � SECTION A—A rk�J CIVIL ENGINEERS & SURVEYORS, INC. J 2850 Collier Canyon Road Phone (925) 245-8788 70 SQ. INCH ACCESSIBILITY Livermore, California 94551 Fax (925) 245-8796 SIGN WITH VAN PARKING SIGN6' MIN. CLEAR 70 SQNH N SSBISIGN TOOLED EDGE „ AT WALKWAYS 3 MAX. RIVER RUN COBBLE SET IN LIGHT _ 2' MIN. �`' UNOBSTRUCTED BROOM FINISH » WHEEL STOP 6„ CONCRETE BAND W LIGHT CONCRETE (TYP.) 12 LANDSCAPE ARCHITECTURE 1/2” * P.C.C. CURB (CLASS A) PLACE COBBLES ON TOP AREA (TYP) (TYP.) ' 943 Reserve Drive, Suite 100 1 CONCRETE WALK SEE /210 OF MIRAFI 700 X WOVEN WHEEL STOP �� -� BLUE Roseville, California 95678 16" TYP. A.C. PAVING PCC CURB (CLASS A) WIDTH TAPERS FROM 12 AT BACK BLUEARCHITECTURAL PLANS FABRIC OR APPROVED EQUAL. OF CURB TO 24" AT TOE OF �' T 91 6 782 8688 �' 6 SLOPE/BIOSWALE WHITE w d a SECTION Al—Al 36"x36" INTERNATIONAL , > 4 _ d d ° d° 6 SYMBOL OF ACCESSIBLITY 18 MIN. TYP. AC PAVING d BASE ROCK o� 4" -111-III-11I (TYP.) PLACE COBBLES ON TOP OF MIRAFI A.C. PAVING Q 700 X WOVEN FABRIC OR 01 > 6»CUR — — — a APPROVED EQUAL 4" WIDE PAINTED TOE OF SLOPE SCARIFIED AND RECOMPACTED _ COMPACTED w STRIPING SUBGRADE PER GEOTECHNICAL REPORT < d � BASE ROCK FL - SEE PLAN �„�c, z 12» uiuiuiuiuiuiwu SUBGRADE NO PARKING " ° BIOSWALE ,/ ,��!�ii g_ , © 12 2" SCARIFIED SUBGRADE 3" MAX. RIVER RUN (TOP 8"-95% RELATIVE) COBBLE SET IN LIGHT BASE ROCK 8' MIN. ® VAN , * WEEPHOLES TO BE PLACED ON ALL CURBS AND CURB & GUTTER COMPACTED NATIVE CONCRETE (TYP ) 9 MIN. 9 MIN. . WHERE LANDSCAPING SLOPES TOWARD CURB. WEEPHOLES SHALL MATERIAL 5' MIN. STANDARD BE PLACED AT 10' O.C. OR AT EACH SCORELINE OF THE CURB. 2—#4 REBAR P.C.0 CURB OR NOTE: OCNTINUOUS TOP & BOTTOM CURB & GUTTER SLOPE NOT TO EXCEED 2% IN ANY DIRECTION WITHIN HANDICAP STALLS AND HANDICAP SECTION B-B LOADING AREAS. CONCRETE CURB CONCRETE WALK AT CURB SPILLWAY DETAIL ACCESSIBLE PARKING NOT TO SCALE NOT TO SCALE 6 NOT TO SCALE 9NOT TO SCALE 13 Z:\STAN DARDS\DETAI LS\ CURBS\CO1.DWG Z:\STAN DARDS\DETAI LS\ CURB AT SIDEWALK\CSO2.DWG Z:\STANDARDS\DETAILS\ BIO—FILTRATION\BF01 a.DWG Z:\STANDARDS\DETAILS\HAND ICAP\HC11a.DWG 3» 2" 3° 6' OR 3' LONG PRECAST CONC. BUMPER W/2 #3 BARS TOOLED JT. CONT. a 1" „ „ 3» I I (2) 3/8" DIA. GALV, STL. PL 6" 18— ow 18 Q RODS X 1'-0" SET 9" 6" 1/2"R AC OVER AB 11 1 FRP, EA. END @6' CONC. WALK SEE (SEE PLAN) A.C. PAVING HOLD BUMPER AND 8" @ 3' i ARCHITECTURAL PLANS 6„ EDGE 1/8" ABOVE I I BUMPER i AC PAVEMENT/CONCRETE CONCRETE 3" Q I ° 1» SWALE Q d d d I ' o ° d EXIST. GRADE A i ° o o --- BASEROCK ° SET BUMPER IN APPROVED ° a cO MASTIC 4 d ll i 9„ MIN. — a c c 7-1 c c c c �C I 2—#4 REINF. BAR CONTIN. � � TOP & BOTTOM EDGE LINE FOR COMPACTED SOIL II O O O C INSTALLATION REF. SPECS. ROCK BASE 6"x6" W 1.4 x W 1/4 W/O SIDEWALK 6" MIN. WELDED WIRE MESH I I AC OVER AB II DEEPENED CURB FLUSH CURB WITH SIDEWALK VALLEY GUTTER WHEEL STOP NOT TO SCALE 3 NOT TO SCALE 7 NOT TO SCALE 10 NOT TO SCALE 14 Z:\STAN DARDS\DETAI LS\ CURBS\C04.DWG Z:\—STAN DARDS\DETAI LS\CU RBS AT SIDEWALK\CSO5.DWG Z:\STAN DARDS\DETAI LS\ VALLEY GUTTER\VGO1.DWG Z:\STAN DARDS\DETAI LS\ CURBS\C07.DWG 18' A.C. PAVINGNOTES• 0.5 RADIUS 1. CONCRETE MUST BE A MIN/MUM 4,000 PSI NOTE: 6" (TYP.) COMPRESSIVE STRENGTH WITH FIBER MESH. 3„ SCORELINES SHALL '0 SCHEDULE 40 STEEL PIPE 6 - - 4 5° 0.90"0 BASE 0.45"0 TOP 2. PROVIDE PLAS77C BOLLARD COVER. COKER TO 48" H PLASTIC BOLLARD COVER BASE ROCK 6" 6" BE /DEALSH/ELD (OR APPROVED EQUAL) 1/8" BE 10' O.C. U.O.N. II a77 ° MA THICK, BROWN (PQ-440C), 6" PIPE FIT, DOME * a ° 6" " 6" TOP, 48" TALL. WEEP HOLES TOOLED EDGE e 24 J. DESIGN PARAMETERS- 6 i i " 6 OO OO OO CURB & GUTTER — 20 MPH , , 84 LONG HOLD A.C. PAVING 24 1" " / „ / �� - 5,000 LB VEHICLE 1/2" R UP 1/8" ABOVE GUTTER SECTION A—A 24" WIDE NOTCH NOTE: 4. USE SONOTUBE IN SANDY OR OTHER SOILS PIPE TO BE FILLED WITH IF A WALK CROSSES OR ADJOINS A THAT MIGHT CA VE /N. � � REVISIONS 1" N. T. S. N. T. S. 5. INCREASE DEPTH OF CAISSON BELOW PIPE TO i CONCRETE TO TOP OF * f77a 6" NOTE: @ @ O OO VEHICULAR WAY, MEET LOCAL JURISD/C110N MIN. FROST DEPTH 45" AND THE WALKING i i CAISSON. RECOMMENDED WET 1 d 1 R SEE HORIZONTAL CONTROL ��2' CURBSSURFA, RAILINGS,ES ARE BY " i SET FOR PIPE INSTALL. - 12" ® o' REQUIREMENT. PIPE CAN STA Y A T 39 BELOW ° PLAN FOR EXACT LOCATION 6" � BETWEEN THE PEDESTRIAN AREAS AND PAI�EMENT. 6 1 d OO OO OO 6. 1 IS THE CONTRACTORS RESPONSIBILITY TO � � SLOPE TOP CONC. d d ° o o " THE VEHICULAR AREAS, THE BOUNDARY i i ° d d ° 6" CURB & GUTTER a 2.35" BETWEEN THE AREAS SHALL BE DEFINED VERIFY NO UTILITY CONFLICTS EX/ST WHERE TO DRAIN AWAY d BOLLARDS ARE TO BE INSTALLED, PR/OR TO APART BY A CONTINUOUS DETECTABLE WARNING. INSTALLATION. 9" i i AC PNMT ROCK BASE SCARIFIED SUBGRADE ° OO OO ,--, OR CONIC SCAB # 4 BARS 1� 6" CONTINUOUS 18" (TOP *"-95% RELATIVE) 6" 6 2.35" A APART 39 i i BASE ROCK 11 . 15.2 019 ° ° P �I d PLAN — ___ � � � - — — - - WHERE EXPOSED ------ -- II ° °8 D ETAI LIS TAPERED EDGES I II A ., * WEEPHOLES TO BE PLACED ON ALL CURBS AND CURB & GUTTER �P�`�S SEE NOTE 5 � WHERE LANDSCAPING SLOPES TOWARD CURB. WEEPHOLES SHALL NOTE: SECTION 3 24" DIA CONC. BE PLACED AT 10' O.C. OR AT EACH SCORELINE OF THE CURB. SEE ARCHITECTURAL SITE F0077NG x 39" DEEP PLAN FOR STRIPING LAYOUT CONCRETE CURB & GUTTER NOTCHED CURB & GUTTER Q TRUNCATED DOMES PIPE BOLLARD DETAIL BUILDING NOT TO SCALE 4 NOT TO SCALE V NOT TO SCALE NOT TO SCALE 15 5 SUBMITTAL SHEET JOB NO. A19507 C3 . 0 Z:\STANDARDS\DETAILS\ CURB & GUTTER\CGO1.DWG Z: Z:\KWCADSTANDARDS\DETAILS\ MISC\MO4a.DWG DESIGNED JDQ \_Standards\Details\CURBS\C18.dwg Z:\STANDARDS\DETAILS\HANDICAP\HC12.DWG — — DRAWN: JDQ OF 7 SHEETS X Z:\2019\A19507\DWG\CIVIL\A19507 CDS.dwg 11-15-19 10:56:54 AM