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rn i MIN. o 7'-0" Lii —CONCRETE CURB watch your head! 0 00 0 8 clearance 8'-6" O J 0000�• C2.2 Of o o DOWN o Q z TRUNCATED DOMES PER DETAIL 22/C- o o SLOPE=1:12 1r, z o 0 0 —HEAVY BROOM 0 00000 FINISH. SAFETY YELLOW w Of 0 o WITH RED STRIPES = z PED.STD.WHITE 505A o 0 o c� } L, m ON BLUE 1590 NOTE: = In SIGN STRUCTURAL w z Y BACKGROUND FOUNDATION AS REQ'D Q w = 1:12 SIDE FLARE BY SITE CONDITIONS. 1 m o WHERE SHOWN DESIGN IS THE w Q m Li o 3'-0" @STALL SIMILAR CONDITION ON PLAN ll-611 RESPONSIBILITY OF THE J SUBCONTRACTOR. � �o Q 6" CURB FINISH GRADE w m D/T LANE r m w Elevation Q aOf o PARKING ACCESSIBILITY SYMBOL5 CONCRETE RAMP — PLAN STANDARD DRIVETHRU CLEARANCE SIGN 20, in o N.T.S. SCALE: 1"=1'-0" SCALE:1 z C21 u � NOTE: S/W OR RAMP �= n BOLT PATTERN PROVIDED AS W PER PLAN. 1/2" RADI RAMP FLARE OR CONC. EXAMPLE-OBTAIN ANCHOR BOLT CURB BEYOND TEMPLATE FROM SUPPLIER J 1:1 HEAVY BROOM FINISH POWER CONDUIT LO 0 0 0 0 Q 1 -X N O �iN ANCHOR BOLT TEMPLATE (4) 3/4"X 30"X 3"ANCHOR BOLTS j O� w m LL • THREADED 4 1/4"MIN. BOLT TO z - 0 LU O SCALE: EXTEND 4 1/4"OUT OF TOP OF Oo 00 00 0 z 3/4"=1'-0" cri LO O FOUNDATION. (2) 1" HEX NUTS AND w O CIO (2) 1" FLAT WASHERS PER ANCHOR j � Lo Ln xi CONTACT SUPPLIER FOR ANCHOR —X- x BOLT TEMPLATE Lij 0 rr) — — — Z — — — —�IIiiI�IIIIIIIIIIIIi��III ° z 0 Q Ln 0.45" III III—"'—)i I—''' BASE COVER � - O w 1.67" TO 2.35" Q w Ln DOMES O/C 0.9" TRUNCATED DOMES PER 4 a CBC 1113-705.1.1. #4 CONT. Q(3) #3 TIES AT 3"O.C. Cf) COLOR REQUIREMENTS PER ° � z TYPICAL PLAN W/ CURB. PAVEMENT OR GRADE Ln > O CBC 11 B-705.2.1.5. Q 0.20" ADHERE TO PAVEMENT PER AC PAVING/BASE 4" CONC. SLAB _ HIGH MFR. REQT'S. PER CIVIL DWG. OVER 4" BASE. CONDUIT CD N J 0_ r � TAPERED EDGES WHERE EXPOSED • TYPICAL SECTION A—A - CONC. BASE a #3 TIES AT 12"O.C. TRUNCATED DOMESCONCRETE RAMP — SECTION 8 22 N.T.S. SCALE: 1"=l'-O" (7) #5 BARS VERTICAL rn rn NOTE: DESIGN IS SHOWN FOR Q SITE LIGHTING 90 MPH WIND LOAD L) L0 N U) ANUMINUM SIGN SCALE: 1/4"=1'-0" U � O � Q 2' o M MA%.$250 FINE LO CONC. WHEEL STOP PER �--� NP DETAIL 13/C-5 70 SQ. MIN. I V C'< 1"HIGH LETTERS 10" O oN Title: Date: Dwg. No. _ TRUNCATED DOMES PER DETAIL 22/C-6 aoi 2"0 GALV. ST'L z 00 MARCH,1987 D1 r- LU C:) R99 SIGN PIPE AFFIX SIGNS o CUSTOM PRECAST CONCRETE �r- DROP INLETS Rev. Page No. (n BORDER STRIPE OF ACCESS AISLE TO BE � co SEP,1997 1-1 p L`O „ TO POLES + ti 4 WIDE TRAFFIC BLUE STRIPE PIPE SLEEVE X Santa Rosa Cast Products Company 471 WEST COLLEGE AVE. SANTA ROSA, CA 95401 (707)546-5016 z O Q 0 F4" WIDE WHITE STRIPE A J Ln N @ 36" O.C. MAX. VAN FIN GRADE FRAME SIDE BAR w "' zo ACCESSIBLE GALV. STEEL GRATE SEE NOTE-1 00 R99 3 SIGNMIN. FINE $250 VAN ACCESSIBLE I o J I OCCURS ON ONE SIGN I; FRAME ANGLE o Q 00 Oo 00 Cf) fa o O O Z M SLOPE 0000 J I; m � 0 0 0 0O Ln 1:50 00000 Q c6 w00 MAX. o o 0000° CONC. RAMP W/ Q 8" PIPE ° HEAVY BROOM FINISH. C LIFTING HOLE"0Z Z xN o Z ACCESSIBLE PARKING SIGN PLAN FRAME AND GRATE N.T.S.iiiii 19 ADDITIONAL T. & G. a w JOINT AS REQUIRED w 9 N WHITE SYMBOL ON BLU o w � BACKGROUND SEE 16/C-6 C PIPE OPENING CAST d ao+ o cY IN PER PLANS 12" WIDE GROOVED BORDERCf) ACCESSIBLE PARKING 1 4" DEEPGROOVES C�? 3 4" - 3/8 "° SIGN / / o tl MNR[1410 C 48" CLEAR • Q 6" CONC. CURB, ALIGN 5 8' °""mow;°" ALUM NUENAMEL OM SIGN LJISOMETRIC WITH TOP OF S/W. c� GROUT PIPE w 18„ I2"-GALV.ST'L I SEE NOTE 4 IN PLACE DROP INLET TABLE PIPE AFFIX TO POLES SIGNS TYPI CAL SECTION MODEL IN AMM IN B MM IN C MM Q Z ACCESSIBLE PARKING SIGN, AS SHOWN OR � 1 w NOTES UNAUTHORIZEDV L s PIPE SLEEVE EK 12 305 12 305 4 102 MOUNTED ON BUILDING, SEE SITE PLAN. PARKED IN DESIGN TED ` I 18'-0" - ACCESSIBLE SPACE NOT 1. FRAME AND GRATES MAY BE SPECIFIED FOR BK 16 406 16 406 5 127 DISPLAYING DISTINGUI ING CONC. CURB EDGED SIDEWALK. Ln PEDESTRIAN OR H2O TRAFFIC LOADING. ALL V PLACARDS OR SPECIAL FIN GRADE CK 18 457 18 457 4 102 w LICENSE PLATES ISSUED FOR GRATES ARE BICYCLE PROOF. OPTION GRATE o SEE SITE PLAN. 1 K 16 406 24 610 5 127 PERSONS WITH DISABILITIES LOCKING DEVICE AVAILABLE ON REQUEST N WILL BE TOWED AWAYATTHE SEE DRAWING 'LOCK" ON PAGE 1-5. CLOSED 2K 24 610 24 610 5 127 0 (� OWNER'S EXPENSE.TOWED VEHICLES MAY BE MESH GRATES OR CAST IRON FRAME AND 3K 24 610 30 762 5 127 D- W RECLAIMED AT GRATESARE AVAILABLE ON REQUEST. w NOTE: STOCKTON POLICE DEPARTMENT O m NOTE: 5K 30 762 30 762 6 152 � v, OR(2 TELEPHONING I 1. ACCESS AISLE MUST BE IDENTIFIED WITH WORDS NO PARKING IN w (v (209)937-6377 FOR SURFACE AND DISCHARGE OPTIONS 1L 24 610 36 914 6 152 1-- 2. _ WHITE 12" TALL LETTERS ON THE PAVEMENT WITHIN THE 5-FT OR 8-FT LETTERING TO BE 1" m Z WIDE PASSENGER LOADING AND UNLOADING ACCESS AISLES ADJACENT TO HIGH, SPACED 1 7/16' AVAILABLE SEE DRAWING NO. 'DI-SO" PAGE 1M 36 914 36 914 6 152 V) Q 1-3 AND 'DI-DO' PAGE 1-4. o ACCESSIBLE PARKING SPACES FOR AUTOMOBILES AND VANS PER CBC I I 8 3L 24 610 48 1219 6 152 ¢0 0 11 B-502.3.3 3. FRAME AND GRATES DETAILS SEE PAGES 1-6, 0 � N W FILL IN SPACES w/ 3M 36 914 48 1219 6 152 Q N Ln BLACK LETTERS ON 1-7, 1-8, AND 1-9. rn M IL J °' 2. MAXIMUM SLOPE IN ANY DIRECTION WITHIN THE ACCESS AISLE & "STOCKTON POLICE DEPARTMENT" 1R 48 1219 48 1219 6 152 i W Q ACCESSIBLE PARKING STALL SHALL NOT EXCEED 2%. PER CBC WHITE BACKGROUND 0 COMPLY w/CAL TRANS &TELEPHONE No."(209)937-8377" 4. 6" DIAMETER WEEPHOLE WITH 8" THICK OF � 4 W 11 B-208.3.1 0 = z 3/8" PEA GRAVEL BEDDING. c� o CODE#R-1001 v o N a/ w TYPICAL ACCESSIBLE PARKING TOW AWAY SIGN 20 DROP INLET 4 Of 00=0 � 1n.1 N.T.S. N.T.S. Of Cn N.T.S. C2 . 2