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m VARIES SIDEWALK RAMP NOTES: REFER TO SITE PLAN 1/2" RADIUS 1, SIDEWALK RAMP LOCATION DETERMINED FROM THE INTERSECTION OF THE EXTENSION OF BACK OF SIDEWALK AND BACK OF CURB & GUTTER. FINISH WITH 4" _ 1/8" ALUMINUM UNAUTHORIZED VEHICLES 2. KEY ALL CONSTRUCTION JOINTS OR USE TIE BARS #4 EPDXY COATED @ 12" O.C. RADIUS TOOL N SIGN* © PARKED IN DESIGNATED 2.35" �. 3. LONGITUDINAL JOINT SPACING TO MATCH WIDTH OF SIDEWALK. COLD JOINT WITH BOND ACCESSIBLE SPACES NOT 4. ISOLATION JOINTS SHALL BE PLACED WHERE WALK ABUTS DRIVEWAYS AND BREAKER, TOOLED #4 BAR AT 48" O.C. WALL-MOUNTED SIGN DISPLAYING DISTINGUISHING n SIMILAR STRUCTURES, AND 250° CENTER MAX. VERTICAL PLACARDS OR SPECIAL Ln0 0 0 5. SIDEWALK RAMP SHALL BE LENGTHENED TO PROVIDE ADA COMPLIANCE SLOPE O LICENSE PLATES ISSUED O PERSONS WITH DISABILITIES N 0 0 0 0 6. DETECTABLE WARNINGSED TO COMPLY WITH ADA REQUIREMENTS. VAN ACCESSIBLE SIGN PARKING WILL BE TOWED AWAY AT THE O O O O O 7, PAINT TRANSITIONAL CURB YELLOW. OWNER'S EXPENSE. ° Qo � ONLY TOWED VEHICLES MAY BE LEGEND z Q a z RECLAIMED AT (X) OR BY 0„45 TOW RECLAIM �y � TELEPHONING a 2" SQ. STEEL POST INFORMATION N o AND BUILDING RAM P FINISH AS PER R99 (CA) (X) To gY PROVIDED o 9>> PAV MENT UTTE SIDEWALK TOPSPE OF TIONS SIDEWALK � 100, FFE o 0 0 0 o DETECTABLE WARNING U) a � � 0 w - - - - - - DETECTABLE WARNING �\ \\\%\ � E- 5/ / III VAN ACCESSIBLE % DOME SPACING AND F ii_ -ii REINFORCEMENT iii-iii-ii` iii-iii=ii SECTION N A- A ii-i T-i T 4" THICK CONCRETE SIDEWALK WITH NOT TO SALE AS IN ADJACENT =iTi=ii R7-8b iTi=iii =_ CURB AND GUTTER iii-i i .. . i T i-i 6X6-W1 .2XW1 .2 WELDED WIRE MESH iii_= _ =iTi REINFORCEMENT. 4500 PSI @ 28 I I !_!�!_' 12" DIA. CONC. FTG. C PER PLAN PLACE EXPANSION JOINT DAYS A AT BUILDING EDGE 5 BAR HORIZONTAL a PER PLAN COMPACT SUBGRADE 3" 6„ AT TOP AND BOTTOM e BUILDING FFE FFE - 0.5 F F E - 0.50' FFE BUILDING PER GEOTECHNICAL (STOP REINFORCING SIDEWALK �_ 4 M N. or- �_ SIDEWALK AT JOINTS) � rrrrr � rrrrr � � REPORT R99B CA MAX. RAMP SLOPE = 7.87.----\ MAX. RAMP SLOPE = 7.8% MAX. LANDING r r r r r Q = r r r r r r r DETAIL NOTES: B r rrrr SLOPE 1 .5% rrrrrrr B r r r r r r r r r r r r r r r r r r 0 0 0 0 0 0 0 0 r r r r r r r 1 . EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED r r r r r r r 0 0 0 0 0 0 0 0 r r r r r r r 1 . PROVIDE " PREMOLDED EXPANSION JOINT FILLER AT 60' CENTERS, CHANGES IN DIRECTION, O O O O O O O O >2 AND ABUTTING SEPARATE POURS. FROM EACH STALL OR SPACE, CONSISTING OFA PROFILE VIEW OFA WHEELCHAIR WITH Lli SIDEWALK r r O O O O O o o r r r r r r SIDEWALK TO 000000 o CURB 2. PROVIDE TOOLED CONTRACTION JOINTS AT 10' CENTERS. OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER ARCHITECT OT RECORD: THAN 70 SQUARE INCHES IN AREAS AND, WHEN IN A PATH OF TRAVEL, SHALL BE GUTTER 1,TRANSITION CURB FROM I. 3' WIDE DETECTABLE WARNING GUTTER 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 �SE� ARCy� LIMTS OF RAMP. PAINT YELLOW PARKING SPACE FINISHED GRADE. (FIG. A ABOVE) D-1557. v CRAIG S. � 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 A BLUM 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 * N . -31661 THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. MAX. RAMP SLOPE = 7.8% REN.3/31/2021 co y 3. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING Oy� O '�y "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. TURNED DOWN CONCRETE WALK SCALE %�\\ ' 09/13/2019 4. ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO ,\ \\ N.T.S. OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH LANDING TO BE FLUSH WITH SECTION B- B- y ra PARKING LOT PAVEMENT MAX. LANDING SLOPE = 1.5% �, STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17" BY 22" IN SIZE WITH LETTERING ANY DIRECTION NOT LESS THAN 1 ' IN HEIGHT. (FIG. B ABOVE) , ACCESSIBLE CURB RAMP SCALE III VARIES REFER TO SITE PLAN ACCESSIBLE PARKING SIGNAGE SCALE II N.T.S. 10 ° v ° a III N.T.S. 1 occ a a ° ° ° ° a NOTE: 11 79 SINCH THIS PARKING STALL LAYOUT IS SHOWN TO INDICATE ALL REQUIRED ADA COMPLIANT COMPONENTS y 4" THICK CONCRETE SIDEWALK WITH PREPARED EARTH SUBGRADE GRID LINES ARE SHOWN FOR PROPORTION ONLY AND %� 79 SQ. INCH ACCESSIBILITY ACCESSIBILITY AT ACCESSIBLE PARKING STALLS. 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 kq. 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 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 7102 CALIFORNIA BUILDING CODE. QIP - - 0� - - a OF TRAVEL FROM ADJACENT PARKING TO A PRIMARY ENTRANCE. o ° DETAIL NOTES: CD w 5 a�q) �„ 0 0 0 0 0 0 0 0 0 2. WHERE SINGLE ACCESSIBLE PARKING SPACES ARE PROVIDED, THEY SHALL BE 14' WIDE }"0� 1 . PROVIDE 2 PREMOLDED EXPANSION JOINT FILLER AT 60' CENTERS, CHANGES IN DIRECTION, AND j� O O O O O O O O O n a ABUTTING SEPARATE POURS. AND OUTLINED TO PROVIDE A 9' PARKING AREA AND A 5' LOADING AND UNLOADING w o 2. PROVIDE TOOLED CONTRACTION JOINTS AT 10' CENTERS. �`L��. 2" ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE. cjN 3. CONTRACTOR TO PREPARE SUBGRADE BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL WHITE EMBLEM MIN. 3. WHEN MORE THAN ONE ACCESSIBLE PARKING SPACE IS PROVIDED, IN LIEU OF PROVIDING INVESTIGATION REPORT. C"I 4" WIDE BLUE OR A 14' WIDE SPACE FOR EACH PARKING SPACE, TWO SPACES CAN BE PROVIDED WITHIN A o o �� 3'-0" X WHEEL STOP WHITE DIAGONAL 23' WIDE AREA LINED TO PROVIDE A 9' PARKING AREA ON EACH SIDE OF A 5' LOADING o T " o O °' SCALE - #5 bars � � �� w ° �^' CONCRETE SIDEWALK DETAIL IV 3'-O N STRIPES @ 36" AND UNLOADING ACCESS AISLE IN THE CENTER. Q o ° ' o N.T.S. O PAINTED 4" WIDE BLUE LINES o L a ON CENTER WITH 4. THE MINIMUM LENGTH OF AN ACCESSIBLE PARKING SPACE SHALL BE 18'. o a� ° �� INTERNATIONAL (TYPICAL) z v J ° ` o 0) �'0 0 uo 2 1/2" BLUE BORDER 5. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE SERVED Q 0 L SYMBOL OF EQUAL EQUAL BY AN ACCESS AISLE 96" WIDE MINIMUM AND SHALL BE DESIGNATED VAN ACCESSIBLE. ° J ° � D o CONCRETE SLAB LOCATION ACCESSIBILITY WITHIN THE 0 _ °' °' E�� 11 6. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE 0 0 .LD 3 ° 0 SLAB COMPONENT DRIVEWAY TRASH ENCLOSURE tt3 BAR O O ■+ n m a BLUE FIELDTYPICAL ACCESSIBLE PARKING AND AN ACCESS AISLE 96" WIDE MINIMUM AND SHALL BE DESIGNATED VAN ACCESSIBLE. 0 o ° : `� L �� CONCRETE PAVEMENT 6" 6" 7 1/2" COLOR SHALL STALL PAINT THE o D COMPACTED SUBGRADE 12" 12" NOTES: 7. N EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO � 0 E� o_ ai.o 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. °' .2 - �� 0 0�,0- 1 . - 1 . CONCRETE TO BE 3,000 P.S.I. IN 12" HIGH WHITE c o o=v 0 COLOR NO. SYMBOL. 8. ACCESSIBLE PARKING SPACES SHALL BE SO LOCATED THAT PERSONS WITH DISABILITIES N 0 0 0 3 ° 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. @ -v o o-0:5 FEDERAL NO. #5 BARS. - 9. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE ��//�� r 0 0 O a� 0 0 REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT V♦ °; o ° 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. 0 0.� m E 0 595a. CONCRETE. ARKI 10. 98" MINIMUM VERTICAL CLEARANCE IS PROVIDED AT THE PARKING SPACE AND ALONG ATo 0 LEAST ONE VEHICLE ACCESS ROUTE TO SUCH SPACES FROM SITE ENTRANCE(S) AND 0 v o °' Z3 ° ° ° ACCESSIBLE PARKING SYMBOL SCALE V WHEEL STOP DETAIL SCALE \ �I EXITS) m v J~ c� ° ° N.T.S. N.T.S. V T-0, MIN. 8'-0" MIN 9'-O MIN• 11. ACCESSIBLE PARKING SPACES AND ACCESSIBLE LOADING AISLE SLOPE TO BE 2% MAXIMUM r = N o c�°�'o IN ANY DIRECTION, TYPICAL (ANSI 502.5). 0 0 C1 ° c a 'O ° N N L N �- :� N 0, c-u) E 0' N O a-O PREPARED SUBGRADE PER DOT ♦+ � � fA � O N U REQUIREMENTS V o 0 � L o NOTE:THESE ARE MINIMUM SPECIFICATIONS,REFER TO ACCESABI LITY STRIPING PLAN N.T.S. X U_ 0 0 GEOTECHNICIAL REPORT(IF AVAILABLE)FOR FINAL SPECIFICATIONS. o o L o- o 0 a DETAIL NOTES: w � 1 . SUBGRADE MATERIALS SHALL MEET DOT REQUIREMENTS < o-E o �" a 4, INCLUDING COMPACTION TO 98% OF ITS MAXIMUM DRY it 0-3 ° ° U DENSITY AS DETERMINED BY ASTM D-1557. w 2. CONCRETE PAVEMENT SHALL MEET THE MORE STRINGENT z w rn REQUIREMENT OF EITHER THE SPECIFICATIONS PROVIDED BY } � o m o o w CO THE OWNER, LOCAL CITY/COUNTY REQUIREMENTS, OR DOT z w 04 o 0 � o STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE z = D w w >- - co Of N CONSTRUCTION. `� z o _ w o o o � c� U 3. CONTRACTOR TO CONSTRUCT CONCRETE PAVEMENT WITH z � CD TRANSVERSE JOINTS AT 10' O.C. JOINTS TO BE CONSTRUCTED PER DETAIL ON THIS PAGE. 4. CONTRACTOR TO DOWEL AND JOINT BETWEEN CONCRETE Q SLAB AND CURB. U SCALE O CONCRETE SLAB DETAIL VIII Y N.T.S. U O N w Q Z Z O - ? z Q w w o - w D 0o QD w = � - (if Of O w o N LL_ m w F- Q `�` F_ w L0 ~ Z o Ez Lo O J w V) � w z o c) Z O� w w co 00 � w o0 w o o w Ld o 0 WSrP2o0 V) SITE DETAILS