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VARIES SIDEWALK RAMP NOTES: m
<br /> REFER TO SITE PLAN 1/2" RADIUS 1. SIDEWALK RAMP LOCATION DETERMINED FROM THE INTERSECTION OF THE
<br /> EXTENSION OF BACK OF SIDEWALK AND BACK OF CURB & GUTTER.
<br /> FINISH WITH 4" _ 1/8" ALUMINUM UNAUTHORIZED VEHICLES 2. KEY ALL CONSTRUCTION JOINTS OR USE TIE BARS #4 EPDXY COATED @ 12" O.C.
<br /> RADIUS TOOL N SIGNO © PARKED IN DESIGNATED35" 0. 3. LONGITUDINAL JOINT SPACING TO MATCH WIDTH OF SIDEWALK.
<br /> COLD JOINT WITH BOND ACCESSIBLE SPACES NOT 4. ISOLATION JOINTS SHALL BE PLACED WHERE WALK ABUTS DRIVEWAYS AND
<br /> BREAKER, TOOLED #4 BAR AT 48" O.C. WALL-MOUNTED SIGN DISPLAYING DISTINGUISHING SIMILAR STRUCTURES, AND 250° CENTER MAX.
<br /> VERTICAL PLACARDS OR SPECIAL Lo 0 0 5. SIDEWALK RAMP SHALL BE LENGTHENED TO PROVIDE ADA COMPLIANCE SLOPE
<br /> D LICENSE PLATES ISSUED FOR BUT NEED NOT EXCEED 15`.
<br /> UTTER
<br /> VAN ACCESSIBLE SIGN PARKING PERSONS WITH DISABILITIES N O O O O 7. PAINT TRANSITIONAL EIWAN WARNINGS
<br /> T YELLOW. WITH ADA REQUIREMENTS.
<br /> WILL BE TOWED AWAY AT THE
<br /> ° ° a Q a OWNER'S EXPENSE. O O O O O
<br /> ONLY ROWED VEHICLES MAY BE ECLAIMED AT (X) OR BY LEGEND Z
<br /> TELEPHONING TOW RECLAIM 0,.4� CURB /, r r r o
<br /> 2 SQ. STEEL POST (X) INFORMATION No' AND BUILDING RAMP a
<br /> o FINISH AS PER TO BE PROVIDED O „
<br /> p p N R99 (CA) BY ACM. In_� I PAV MENT UTTE SIDEWALK
<br /> "I TOP SPECIFICATIONS OF SIDEWALK � FFE o 0 0 0 o DETECTABLE WARNING V)
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<br /> DETECTABLE WARNING N
<br /> \�VAN ACCESSIBL_E \ ESECTION REIFORCEMENT SECTION A-A
<br /> 4" THICK CONCRETE SIDEWALK WITH -I _ -
<br /> NOT TO SCALE AS IN ADJACENT
<br /> 6X6-W1.2XW1 .2 WELDED WIRE MESH II=II 12" DIA. CONC. FTG. C PLACE CEXPANSION B AND GJOINT
<br /> REINFORCEMENT. 4500 PSI @ 28 O PER PLAN
<br /> DAYS AAT BUILDING EDGE
<br /> #5 BAR HORIZONTAL k PER PLAN
<br /> COMPACT SUBGRADE 3" 6$$ AT TOP AND BOTTOM BUILDING FFE FFE - 0.5 FFE - 0.50 FFE BUILDING
<br /> PER GEOTECHNICAL (STOP REINFORCING r r 4 M N. r r r r r r
<br /> SIDEWALK rrrrrrr rrrrrrr/t
<br /> SIDEWALK
<br /> REPORT AT JOINTS) R99BCA7.87.--,,,
<br /> ( ) MAX. RAMP SLOPE = MAX. LANDING MAX. RAMP SLOPE = 7.8%
<br /> rrrrr � rrrrrrr w
<br /> SLOPE = 1.5%
<br /> DETAIL NOTES: B r r � rr rrrrrrr B o
<br /> r r r r r 0 0 0 0 0 0 0 0 r r r r r
<br /> 0 0 0 0 0 0 0 0 r r r r r r r
<br /> 1 . EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED r r r r r r 00 0 0 0 0 0 0 r r r r r r r
<br /> 1 . PROVIDE 4" PREMOLDED EXPANSION JOINT FILLER AT 60' CENTERS, CHANGES IN DIRECTION, BY A REFLECTORIZED SIGN PERMANENTLY POSED IMMEDIATELY ADJACENT TO AND VISIBLE r r r r r r O O o o O O O o r r r r r r r
<br /> AND ABUTTING SEPARATE POURS. FROM EACH STALL OR SPACE, CONSISTING OFA PROFILE VIEW OF A WHEELCHAIR WITH SIDEWALK r r r r 0 0 0 0 0 0 0 0 r r r r r r SIDEWALK
<br /> OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER TO CURB ARCHITECT OF RECORD:
<br /> 2. PROVIDE TOOLED CONTRACTION JOINTS AT 10' CENTERS. (,TRANSITION CURB FROM L 3' WIDE DETECTABLE WARNING GUTTER
<br /> THAN 70 SQUARE INCHES IN AREAS AND, WHEN IN A PATH OF TRAVEL, SHALL BE GUTTER „
<br /> 3. SUBGRADE TO BE COMPACTED TO 95% OR GREATER OF MAX. DRY DENSITY PER ASTM POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE 6 TO 0 WITHIN (FULL WIDTH OF OPENING) MAX. 1.5% CROSS SLOPE �SEO ARC/,,
<br /> D-1557. PARKING SPACE FINISHED GRADE. (FIG. A ABOVE) LI MTS OF RAMP. PAINT YELLOWA U� CRAIG S.
<br /> 4. ACCESSIBLE ROUTE SIDEWALK SLOPE SHALL BE 5% MAXIMUM IN THE DIRECTION OF TRAVEL 2. SIGNS TO IDENTIFY ACCESSIBLE PARKING SPACES MAY BE CENTERED ON THE WALL AT BLUM_F_
<br /> AND HAVE A CROSS SLOPE OF 2% MAXIMUM, TYPICAL (ANSI 403.3). THE INTERIOR END AND OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM * N0--.-d,_
<br /> 661
<br /> THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. MAX. RAMP SLOPE = 7.8% 1 1 1 REN.3/31/2021 co
<br /> 3. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATINGy
<br /> "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. ° ����'� p �y
<br /> SCALE I
<br /> TURNED DOWN CONCRETE WALK 4. ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO
<br /> N.T.S. OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH LANDING TO BE FLUSH WITH SECTION . - y r
<br /> STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17" BY 22" IN SIZE WITH LETTERING PARKING LOT PAVEMENT MAXLANDING SLOPE 1.5% ZANY DIRECTION .,
<br /> NOT LESS THAN 1 " IN HEIGHT. (FIG. B ABOVE) W , O
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<br /> VARIES REFER TO SITE PLAN SCALE
<br /> ACCESSIBLE CURB RAMP SCALE III Fm= °
<br /> ACCESSIBLE PARKING SIGNAGE II NT.S.
<br /> -III-I N.T.S.- - - - - NOTE: 79 SQ. INCH THIS PARKING STALL LAYOUT IS SHOWN TO INDICATE ALL REQUIRED ADA COMPLIANT COMPONENTS y
<br /> 4" THICK CONCRETE SIDEWALK WITH M PREPARED EARTH SUBGRADE GRID LINES ARE SHOWN FOR PROPORTION ONLY AND ����' 79 SQ. INCH ACCESSIBILITY ACCESSIBILITY AT ACCESSIBLE PARKING STALLS.
<br /> 6X6-W1.2XW1.2 WELDED WIRE MESH (COMPACTED TO AT LEAST 90 ARE NOT TO APPEAR AS PART OF SYMBOL. SIGN WITH VAN SIGN. SEE DETAIL �.
<br /> REINFORCEMENT. 2500 PSI AT 28 DAYS. PERCENT RELATIVE COMPACTION) ACCESSIBLE SIGN BELOW. II 1. ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED AS
<br /> ACCESSIBILITY SIGNAGE SHALL COMPLY WITH SECTION �° SEE DETAIL II 0 0 0 0 0 0 0 0 0 NEAR AS PRACTICAL TO A PRIMARY ENTRANCE AND ON THE SHORTEST ACCESSIBLE ROUTE m Q o
<br /> 7102 CALIFORNIA BUILDING CODE. ,, QIP - - o� - - OF TRAVEL FROM ADJACENT PARKING TO A PRIMARY ENTRANCE. o °
<br /> DETAIL NOTES: O w Q
<br /> 0 0 0 0 0 0 0 0 0 2. WHERE SINGLE ACCESSIBLE PARKING SPACES ARE PROVIDED, THEY SHALL BE 14' WIDE 0 m
<br /> 1. PROVIDE J" PREMOLDED EXPANSION JOINT FILLER AT 60' CENTERS, CHANGES IN DIRECTION, AND 1j� 0 0 o O O O o o O Q woo
<br /> ABUTTING SEPARATE POURS. AND OUTLINED TO PROVIDE A 9' PARKING AREA AND A 5' LOADING AND UNLOADING w o� P 3
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<br /> of 2. PROVIDE TOOLED CONTRACTION JOINTS AT 10' CENTERS. `L' " ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE. �N o
<br /> 3. CONTRACTOR TO PREPARE SUBGRADE BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL WHITE EMBLEM ���� MIN. I 3. WHEN MORE THAN ONE ACCESSIBLE PARKING SPACE IS PROVIDED, IN LIEU OF PROVIDING
<br /> INVESTIGATION REPORT. / �� 4" WIDE BLUE OR A 14' WIDE SPACE FOR EACH PARKING SPACE, TWO SPACES CAN BE PROVIDED WITHIN A o o�
<br /> 3'-0" X WHEEL STOP
<br /> #5 bars WHITE DIAGONAL 23' WIDE AREA LINED TO PROVIDE A 9' PARKING AREA ON EACH SIDE OF A 5' LOADING o ,-0 o U) C N
<br /> CONCRETE SIDEWALK DETAIL SCALE IV 3'_O" N STRIPES @ 36" AND UNLOADING ACCESS AISLE IN THE CENTER. 2 o o o `o
<br /> NT.s. V O PAINTED �_ 4 WIDE BLUE LINES o aaco o'er o-
<br /> ON CENTER WITH 4. THE MINIMUM LENGTH OF AN ACCESSIBLE PARKING SPACE SHALL BE 18'. 0- 0 a� 0.
<br /> SYMBOL AL 2 1/2" (TYPICAL) BLUE BORDER 5. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE SERVED J 0 a o `o°
<br /> CONCRETE SLAB LOCATION ACCESSIBILITY EQUAL I EQUAL BY AN ACCESS AISLE 96" WIDE MINIMUM AND SHALL BE DESIGNATED VAN ACCESSIBLE. J ° 34 -00u.0
<br /> SLAB COMPONENT DRIVEWAY TRASH ENCLOSURE 3 BAR WITHIN THE 6. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE o !, o ° 3 y ° N
<br /> # ACCESSIBLE PARKING O 0
<br /> CONCRETE PAVEMENT 6" 6" BLUE FIELD 7 1/2" TYPICAL AND AN ACCESS AISLE 96" WIDE MINIMUM AND SHALL BE DESIGNATED VAN ACCESSIBLE. v o r-•- o ` e z
<br /> / STALL PAINT THE a� �, a�
<br /> COMPACTED SUBGRADE 12" 12" COLOR SHALL 7. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO c a� 41 o� 00
<br /> NOTES: 00 00 E•-- c o
<br /> MINIMUM 28 DAY STRENGTH 4000 PSI 4000 PSI BE EQUAL TO ACCESSIBLE PAVEMENT WORDS "NO PARKING" PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. 't o �'v,a
<br /> 1 . CONCRETE TO BE 3,000 P.S.I. IN 12" HIGH WHITE O C o o`-o o c
<br /> COLOR NO. SYMBOL. 8. ACCESSIBLE PARKING SPACES SHALL BE SO LOCATED THAT PERSONS WITH DISABILITIES N o c v 3 0
<br /> 4X4-W4.OW X W4.0 WELDED WIRE MESH �� 15090 IN 2. WHEEL STOPS TO BE SECURED TO PAVEMENT WITH TWO 18" SEE DETAIL V LETTERS MIN. ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. 0 o o o co o
<br /> 3 -O FEDERAL NO. #5 BARS. 9. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE t ° 0) o c
<br /> REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT v �'•' o a y
<br /> PER DOT REQUIREMENTS STANDARD 3. RECYCLED PLASTIC WHEEL STOPS MAY BE USED IN LIEU OF NO AND SHALL NOT EXCEED 1 UNIT VERTICAL TO 50 UNITS HORIZONTAL IN ANY DIRECTION.
<br /> PER E
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<br /> 595a. CONCRETE. ARK( 10. 98" MINIMUM VERTICAL CLEARANCE IS PROVIDED AT THE PARKING SPACE AND ALONG AT co o
<br /> SCALE SCALE LEAST ONE VEHICLE ACCESS ROUTE TO SUCH SPACES FROM SITE ENTRANCE(S) AND .cc J c � o o
<br /> ACCESSIBLE PARKING SYMBOL �/ WHEEL STOP DETAIL vi >> >> EXITS) o
<br /> N.T.S. N.T.S. g'-0, MIN. 8'-0" MIN 9'-0" MIN. � a =°�� °;w0
<br /> 11. ACCESSIBLE PARKING SPACES AND ACCESSIBLE LOADING AISLE SLOPE TO BE 2% MAXIMUM � o 1 c y o
<br /> IN ANY DIRECTION, TYPICAL (ANSI 502.5). O a , , c
<br /> a m N q- ,! U W
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<br /> REQUTPREPA EM NTS RED RADE PER DOT SCALE o p y o 00
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<br /> NOTE:THESE ARE MINIMUM SPECIFICATIONS,REFER TO ACCESSIBILITY STRIPING PLAN N.T.S. VII --m o ` Pa
<br /> GEOTECHNICIAL REPORT(IF AVAILABLE)FOR FINAL SPECIFICATIONS. p o p o o
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<br /> DETAIL NOTES: N
<br /> 1. SUBGRADE MATERIALS SHALL MEET DOT REQUIREMENTS v oro, �.� 00i Z 0
<br /> INCLUDING COMPACTION TO 98% OF ITS MAXIMUM DRY CL ° °cam aim
<br /> DENSITY AS DETERMINED BY ASTM D-1557.
<br /> 2. CONCRETE PAVEMENT SHALL MEET THE MORE STRINGENT w
<br /> REQUIREMENT OF EITHER THE SPECIFICATIONS PROVIDED BY m w o �' m z j °' w ro
<br /> THE OWNER, LOCAL CITY/COUNTY REQUIREMENTS, OR DOT > w O w w N� 'o
<br /> STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 3 ( N w a W 04 a N
<br /> CONSTRUCTION. o Q o < o c� v
<br /> 3. CONTRACTOR TO CONSTRUCT CONCRETE PAVEMENT WITH
<br /> TRANSVERSE JOINTS AT 10' O.C. JOINTS TO BE
<br /> CONSTRUCTED PER DETAIL ON THIS PAGE. C14
<br /> 4. CONTRACTOR TO DOWEL AND JOINT BETWEEN CONCRETE cq
<br /> SLAB AND CURB. 0)
<br /> SCALE U
<br /> CONCRETE SLAB DETAIL N.T.S. VIII o
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