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VARIES SIDEWALK RAMP NOTES: m 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 WITH4" 1/8" ALUMINUM UNAUTHORIZED VEHICLES 2. KEY ALL CONSTRUCTION JOINTS OR USE TIE BARS #4 EPDXY COATED @ 12" O.C. RADIUS TOOL N SIGNO © PARKED IN DESIGNATED 2.3"- .4" 0.9 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 -4- SIMILAR STRUCTURES, AND 250' CENTER MAX. VERTICAL PLACARDS OR SPECIAL N Lz 0 0 0 5. SIDEWALK RAMP SHALL BE LENGTHENED TO PROVIDE ADA COMPLIANCE SLOPE zo O LICENSE PLATES ISSUED FOR BUT NEED NOT EXCEED 15`. PERSONS WITH DISABILITIES 0 0 0 0 6. DETECTABLE WARNINGS TO COMPLY WITH ADA REQUIREMENTS. 0- a a a as ad d Q VAN ACCESSIBLE SIGN PARKING WILL BE TOWED AWAY AT THE N 7. PAINT TRANSITIONAL CURB YELLOW. 0OWNER'S EXPENSE. _ © ONLY TOWED VEHICLES MAY BE Ld d z RECLAIMED AT (X) OR BY0.45"-0.47" LEGEND o � TELEPHONING TOW RECLAIM " )1_4 CURB O RAMP 2 SQ. STEEL POST INFORMATION N BUILDING r r r (X) TO BE PROVIDED AND r r r 00 FINISH AS PER R99 (CA) BY ACM. ,�,'• PAV MENT UTTE SIDEWALKol DETECTABLE WARNING TOP SPECIFICATIONS 0.9"-0.92" FFE 0 0 0 0 0 ODETECTABLE WARNING �� w VAN AC C ES S I B L_E © DOME SPACING AND \\�\ E-0.5' SECTION REINFORCEMENT SECTION A-A 4" THICK CONCRETE SIDEWALK WITH ' R7-8b NOT To SCALE AS IN ADJACENT 6X6-W1.2XW1 .2 WELDED WIRE MESH CURB AND GUTTER Eli REINFORCEMENT. 4500 PSI @ 28 I I I I I I I I I I I I I I 12" DIA. CONC. FTG. © PLACE EXPANSION JOINT DAYS PER PLAN A AT BUILDING EDGE z w #5 BAR HORIZONTAL e BUILDING FFE FFE - 0.5 FFPER oPLAN FFE BUILDING m p C) o o w w Q N N 3" 6" AT TOP AND BOTTOM r � rrr � � rrrrr = w o COMPACT SUBGRADE z D w cv PER GEOTECHNICAL (STOP REINFORCING SIDEWALK 4 M N. SIDEWALK 3 Y � _ r O a- REPORT AT JOINTS R 9 9 B (CA) r r r r r r r r r r q N V w � I ( ) MAX.MAX RAMP SLOPE = 8.3 3% r r r r r r r r r r r r Q z N < Q rrrrrrr rrrrrrr MAX. RAMP SLOPE = 8.33% Q rrrrr MAX. LANDING rrrrrrr U SLOPE = 2% DETAIL NOTES: OO B r r r r r r r r r r B ARCHITECT OF RECORD: r r r r r r r r r r r r r r r r r r Lo 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 o 0 0 0 0 0 0 o r r r r r r r �SEO ARcti� 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 0 0 0 0 0 0 0 o AND ABUTTING SEPARATE POURS. SIDEWALK r r r r r r 0 0 0 0 0 0 0 r r r r r SIDEWALK CRAIG S. r, FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH ' TO 000000 o CURB BLUM�F-- 2. PROVIDE TOOLED CONTRACTION JOINTS AT 10' CENTERS. OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREAS AND, WHEN IN A PATH OF TRAVEL, SHALL BE GUTTER (,TRANSITION CURB FROM I. 3' WIDE DETECTABLE WARNING GUTTER * N�0: 1-31661 6"TO0" WITHIN FULL WIDTH OF OPENING MAX. 1.5% CROSS SLOPE REN.3/31/2021 co 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 y D-1557. PARKING SPACE FINISHED GRADE. (FIG. A ABOVE) LIMTS OF RAMP. PAINT YELLOW 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 y� �b0 �� 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 60" FROM THE PARKING SPACE FINISHED GRADE, GROUND SURFACE OR SIDEWALK MEASURED TO THE MAX. RAMP SLOPE = 7.8% BOTTOM OF THE SIGN. - 3. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING or , Z "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. ° ° W , O ° ° ° w SC \ �� / ii\ ii i ii j i\\ 0 TURNED DOWN CONCRETE WALK ALE I 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-�� MAX. LANDING SLOPE - 2% Q STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17" BY 22" IN SIZE WITH LETTERING PARKING LOT PAVEMENT ANY DIRECTION NOT LESS THAN 1 " IN HEIGHT. (FIG. B ABOVE) Ilk VARIES REFER TO SITE PLAN SCALE ACCESSIBLE CURB RAMP SCALE III ACCESSIBLE PARKING SIGNAGE II N.T.S. �. N.T.S. II III I W dI A m � d � p O - _ NOTE: 79 SQ. INCH a ACCESSIBILITY THIS PARKING STALL LAYOUT IS SHOWN TO INDICATE ALL REQUIRED ADA COMPLIANT COMPONENTS w Q 4" THICK CONCRETE SIDEWALK WITH PREPARED EARTH SUBGRADE GRID LINES ARE SHOWN FOR PROPORTION ONLY AND ��\�' 79 SQ. INCH ACCESSIBILITY SIGN. SEE DETAIL AT ACCESSIBLE PARKING STALLS. a a a o 6X6-W1.2XW1.2 WELDED WIRE MESH (COMPACTED TO AT LEAST 90 ARE NOT TO APPEAR AS PART OF SYMBOL. SIGN WITH VAN w cj REINFORCEMENT. 2500 PSI AT 28 DAYS. PERCENT RELATIVE COMPACTION) ACCESSIBILITY SIGNAGE SHALL COMPLY WITH SECTION ACCESSIBLE SIGN BELOW. II " 1. ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED AS 0. N 0 3 11 B-502.4 & 11 B-703.7.2.1 CALIFORNIA BUILDING �° 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 DETAIL NOTES: CODE. QIP - - = - - OF TRAVEL FROM ADJACENT PARKING TO A PRIMARY ENTRANCE. `0 v t w 0 0 0 0 0 0 0 0 0 2. WHERE SINGLE ACCESSIBLE PARKING SPACES ARE PROVIDED, THEY SHALL BE 14' WIDE -10, �• v 0`0 ° N 1. PROVIDE 4" PREMOLDED EXPANSION JOINT FILLER AT 60' CENTERS, CHANGES IN DIRECTION, AND �� 0 0 0 0 0 0 0 0 0 ABUTTING SEPARATE POURS. " AND OUTLINED TO PROVIDE A 9' PARKING AREA AND A 5' LOADING AND UNLOADING °a U 0 0`o c°.°�_' 2 `o 2. PROVIDE TOOLED CONTRACTION JOINTS AT 10' CENTERS. N`L' 0 ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE. ° a ,0 CI ° 0 �>5 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 U J ° ` a:�� L o ° INVESTIGATION REPORT. IF'1 4" WIDE BLUE OR A 14' WIDE SPACE FOR EACH PARKING SPACE, TWO SPACES CAN BE PROVIDED WITHIN A =o J ° �'° �;a o 3'-0" X WHEEL STOP g ° 3 4) B•oit 3'-0" #5 bars WHITE DIAGONAL 23 WIDE AREA LINED TO PROVIDE A 9 PARKING AREA ON EACH SIDE OF A 5 LOADING 0 �, o ._ +, 2 y CONCRETE SIDEWALK DETAIL NITS IV = PAINTED �_ 4" WIDE BLUE LINES STRIPES @ 36" AND UNLOADING ACCESS AISLE IN THE CENTER. 0 o N o aL 0j INTERNATIONAL (TYPICAL) ON CENTER WITH z 4. THE MINIMUM LENGTH OF AN ACCESSIBLE PARKING SPACE SHALL BE 18'. o, 0 B•-o� o 2 1 2" BLUE BORDER 5. ONE IN EVERY SIX ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE SERVED �°- �, u= o °c cp SYMBOL OF / : o c 00 o c CONCRETE SLAB LOCATION ACCESSIBILITY EQUAL I EQUAL BY AN ACCESS AISLE 96 WIDE MINIMUM AND SHALL BE DESIGNATED VAN ACCESSIBLE. N 0 c-0 3 0 ° 0 0 WITHIN THE 6. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE - _ 0, SLAB COMPONENT DRIVEWAY TRASH ENCLOSURE #3 BAR p o p p o p C.5 ACCESSIBLE PARKING r r v= p o c CONCRETE PAVEMENT 6„ 6„ BLUE FIELD 7 1 2" TYPICAL AND AN ACCESS AISLE 96 WIDE MINIMUM AND SHALL BE DESIGNATED VAN ACCESSIBLE. (� .� °� 0 0- o OR SHALL / STALL PAINT THE c c:- E ° COMPACTED SUBGRADE 12" 12" NOTES: 7. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO o 0 u�° o�0 co 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. v c0 0 o a- 1 . CONCRETE TO BE 3,000 P.S.I. IN 12" HIGH WHITE U ° COLOR NO. SYMBOL. 8. ACCESSIBLE PARKING SPACES SHALL BE SO LOCATED THAT PERSONS WITH DISABILITIES 4X4-W4.OW X W4.0 WELDED WIRE MESH 15090 IN 2. WHEEL STOPS TO BE SECURED TO PAVEMENT WITH TWO 18" SEE DETAIL LETTERS MIN. ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. m o - `= 3'-O" FEDERAL NO. #5 BARS. - 9. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE " Q 'o 16 REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT y o c c 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. O a°i o p o 0 v, 595a. CONCRETE. ARK( 10. 98" MINIMUM VERTICAL CLEARANCE IS PROVIDED AT THE PARKING SPACE AND ALONG AT 1- °L o a SCALE SCALE LEAST ONE VEHICLE ACCESS ROUTE TO SUCH SPACES FROM SITE ENTRANCE(S) AND O i 0 Q o E ° ° ` ° ° ACCESSIBLE PARKING SYMBOL �/ WHEEL STOP DETAIL vi > » EXITS) (� ° o c-, 0 3, ag N.T.S. N.T.S. 9'-0" MIN. 8'-0" MIN 9 -0 MIN. p 0 ° 11. ACCESSIBLE PARKING SPACES AND ACCESSIBLE LOADING AISLE SLOPE TO BE 2% MAXIMUM o � � ��;+, 0 c a U IN ANY DIRECTION, TYPICAL (ANSI 502.5). Q ® � o o a y�0QN N 0 � A N U PREPARED RADE PER DOT w r- 0o Ot 0tREQUREMNTS SCALE LL, ~ " NOTE:THESE ARE MINIMUM SPECIFICATIONS,REFER TO ACCESSIBILITY STRIPING PLAN N.T.S. VII GEOTECHNICIAL REPORT(IF AVAILABLE)FOR FINAL SPECIFICATIONS. DETAIL NOTES: 1. SUBGRADE MATERIALS SHALL MEET DOT REQUIREMENTS INCLUDING COMPACTION TO 98% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. 2. CONCRETE PAVEMENT SHALL MEET THE MORE STRINGENT REQUIREMENT OF EITHER THE SPECIFICATIONS PROVIDED BY THE OWNER, LOCAL CITY/COUNTY REQUIREMENTS, OR DOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 3. CONTRACTOR TO CONSTRUCT CONCRETE PAVEMENT WITH TRANSVERSE JOINTS AT 10' O.C. JOINTS TO BE CONSTRUCTED PER DETAIL ON THIS PAGE. 4. CONTRACTOR TO DOWEL AND JOINT BETWEEN CONCRETE SLAB AND CURB. CONCRETE SLAB DETAIL SCALE VIII N.T.S. U W � U H > J U0 z } Y z m w U U D Q J � w LD w M m w a cn z o F N Zv J LLL N N g U 07 w wO 4'LLI D �N W Ld O W N O O W SP2 * 0 2 In SITE DETAILS