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D-1751 <br />EXPANSION JOINT <br />5'�rN FUR JOINT SEALER -- i-- 3` e r 3/8" f <br />._J <br />�. <br />i"WA <br />._ <br />7 f <br />5/8" STEEL DOWLES C <br />• +, { I. __ I — �� I4 �93 24" LONG, GREASED AND EXPANSION JOINT S tone <br />. __ - �, � •• _ �� Nl4X 10A(� WRAPPED ONE SIDE <br />Q i <br />Marraccini <br />— Patterson <br />7r2 Architecture <br />SCORE MARK IF MONOLITHIC POUR Planning <br />WEAKENED PLANE JOINT Interior Architecture <br />SLOPE 1/4" PER FOOT -- <br />35 PLANTER ISLAND 0• , �4" One Market Plaza <br />, Spear Street Tower <br />Suite 400 <br />n• 6UTlER �_ 5/8" x 24" LONG STEEL DOWELS, San Francisco <br />�►-_____._____.__-- _-.__5-----�.._-- .-__ �. - . -WAd'R6 RE6?'• GREASED AND WRAPPED ONE SIDE CA 94105 <br />Al Opprox 1 1�2• On <br />Ap 3/4 except THRU EVERY EXPANSION JOINT. <br />/�2y ,f <br />Sloping portion <br />SCORE LINE 415 227-oi o0 <br />✓EG N -SEE %'s I _ of ramp <br />1i4" �2A�i - SCORE LINES 1/4" DEEP Architect,AlA <br />r - <br />Tech. 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Arch. <br />RUTHERFORD do CHEKENE <br />GROOVE DETAIL LIP DETAIL <br />303 Second St. Suite 800 N. <br />EXPANSION JOINT WEAKENED PLANE JOINT San Francisco, CA 94107 <br />36 CARD READER ISLAND 26 SPECIAL HANDICAP RAMP w/ DETAILS 1 6 CONCRETE SIDEWALK 6 CONCRETE JOINTS Structural Engineer <br />GUTTMANN do MacRITCHIE <br />631 Howard Street, Suite 500 <br />San Francisco, CA 94105 <br />EXPANSION JOINT <br />Mechanical Engineer' <br />--. <br />- THE <br />13EN ENGINEERING ERIN�EN� Parkway 05Mary <br />,f <br />ff Alameda, CA 94501 <br />I in! j • <br />-6" - — Electrical Engineer <br />r -o" <br />, - -- ------------ ------ �- � KJELDSEN-SINNOCK do ASSOCIATES, INC. <br />1113 West Fremont Street <br />if <br />1_1Z2 <br />Stockton, CA 95203 <br />P LAN1 1 1Z_z_ - T �- <br />NOT TO SCALE A I ' <br />_ ui, <br />'2" - � <br />1 '2" CivicEngin <br />Engineer <br />- � <br />4' s ti - ! _�_ • Approvals <br />�a 'otvTR.aMP i TFZAt� GUTTER FLOWLINE .r' •.. • �i <br />• . •"- ; <br />I <br />1/2" IP WITH CONSTRUCT WEAKENED PLANE JOINT ALONG _ <br />� 2 L W 4 #4 BARS CONTINUOUS <br />45' BEVEL CENTERLINE OF HANDICAP RAMP THREE 5/8" x 24" LONG STEEL DOWELS, \. TWO 5/8' x 24" LONG STEEL DOWELS, <br />SECTION A—A #4 BARS AT 48" ON CENTER GREASED AND WRAPPED ONE SIDE THRU GREASED AND WRAPPED ONE SIDE THRU <br />EVERY EXPANSION JOINT. EVERY EXPANSION JOINT. <br />NOTES: NOT To SCALE <br />1. HANDICAP RAMPS SHALL BE INSTALLED IN ALL NEW ROUND CORNERS. <br />2. FOR NON-STANDARD APPLICATIONS, MAINTAIN THE FOLLOWING MAXIMUM SLOPES AS <br />DIRECTED BY THE ENGINEER: MAXIMUM TRANSITION SIDE SLOPE: 1:8 ' <br />MAXIMUM RAMP SLOPE: 1:12 <br />3. RAMP AS SHOWN IS TYPICAL FOR 20' RADIUS ROUND CORNERS. LOCATION AND DEATAIL MAY <br />BE VARIED WITH THE APPROVAL OF THE CITY ENGINEER. <br />4. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4" GROOVES APPROX. 3/4" O.C. THE NOTE: Revisions <br />SURFACE OF RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN No. Date <br />THE SURROUNDING EXCEPT WHEN LOCATED IN CENTER OF CURB RETURN. 1. THE MINIMUM SLOPE OF VALLEY GUTTER SHALL BE 0.0035 <br />5. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, IT SHALL BE GROOVED IN A <br />HERRINGBONE PATTERN WITH 1/4" GROOVES SHOULD BE ALIGNED PARALLEL TO CROSSWALK <br />STRIPES TO DIRECT BLIND PEDESTRIANS INTO APPROPRIATE CROSSWALK. 90% REVIEW 23--MAR-92 <br />38 HANDICAP RAMP AT ROUND CORNER T28) VALLEY GUTTER 8 VERTICAL CURB & GUTTER ell 8 MEDIAN CURB & APRON <br />4'-c" 5'-3" 4'--C' <br />A ! I j �- <br />�' • ' _ SIDEWALK <br />BACK OF WALK <br />vI EXPANSION JOINT <br />I <br />5'-0" MIN. 2'-6" �^ <br />2._0" R— 1 /2" (TYP.) - <br />SCORE MARK IF MONOLITHIC POUR <br />1 1/2- `1 �' - PAVEMENT & BASE <br />-- " .. l <br />, <br />FACE OF CURS�i <br />�� SLC <br />r • 1 1, 2"- I a <br />PLAN I <br />— 1 8" TYP _ '—jJI 1( 1, a p <br />NOT TO SCALE BACK OF WALK • a • a o . { <br />TOP o CURB PLAN �- <br />5/8" x 24" LONG STEEL DOWELS, � ^ \ ., , <br />r _ _ _ 5•—s'-__ 4'-0" MIN. � - GREASED AND WRAPPED ONE SIDE <br />6" I s I 1 1 /2 x 3 112" KEY, <br />_._ _� THRU EVERY EXPANSION JOINT. UNLESS POURED MONOLITHIC <br />TOP OF RAMP 7 TWO 5/8" x 24" LONG STEEL DOWELS, <br />GREASED <br />EAYEDXPANDSI WRAPPED ONE SIDE THRU <br />ROUNDED BACK OF WALK SAN JOAQUIN <br />MAX. <br />ELEVATION <br />GENERAL HOSPITAL <br />REPLACEMENT PROJECT, <br />PHASE 1A <br />SECTION A—q <br />NOT TO SCALE F" — <br />NOTES: SECTION A—A CONCRETE DETAILS <br />1. RAMP SHALL BE CONSTRUCTED WITH LIGHT BROOM FINISH TRANSVERSE TO <br />THE AXIS OF THE RAMP IN ORDER TO MAKE THEM AS NON -SLIP AS NOTES: <br />POSSIBLE. Scale: NO SCALE <br />1. PLACE SIX 5/8" DIAMETER STEEL REINFORCING BARS AS ILLUSTRATED <br />2. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4" GROOVES <br />APPROXIMATELY 3/4" O.C. 2. CONTINUOUS UNDER DRIVEWAYS. Project No. Drawing N: 7. <br />DRIVEWAY SHALL BE 6" THICK MINIMUM. <br />DRIVEWAYS TO BE LOCATED A MINIMUM OF 22' FROM INTERSECTING 53000.09 1 <br />FACES OF CURB. • .L, a <br />Date <br />MARCH 1992 <br />40 HANDICAP RAMP AT MIDBLOCK 30 COMMERCIAL DRIVEWAY 20 VERTICAL CURB, GUTTER & SIDEWALK 1 0 TYPE "B" VERTICAL CURB <br />fJJ <br />It - <br />