Loading...
HomeMy WebLinkAbout3396-211 12' 2 2 2 2 e 3 TYP. TYP' 3' 12" � I .'P. � c 9 RSDE 2 ourpve1. 8"X8"X16" ONE-SIDED SPLIT FACE 13 CONCRETE BLOCK WALL. GROUT SOLID 'u•.Y';;4"' '••wN .':S t+p,',;s,i r^o., w:(,•cF+.. t. i4'.• .s''t"�'`:3 ;,.}• ( I( (-. -(I 1I-III-IIII III -I 11I ;`•H..".:�A:' KY"_,:'Sa:t.,..�..,.•',. '. , g' 4 '• N Kq<`•Yti`;.�•:'.» :.,�.' ".:;'cN,a+.°t'•, a;" ..•:+av'ti �. "`�.;.•'";. . f= II III-_-IIII II I II I I 1. CONSTRUCTION OLPLAN ALL CELLS. SPLIT FACE TO FACE OUTSIDE 2. POURED IN PLACE CONCRETE BLOCK CAP 3. #5 VERTICAL REBAR @24" O.C. COURT2. PAVING PER CONSTRUCTION PLAN3 rL ALTERNATE BEND IN FOOTING - 4. #4 HORIZONTAL REBAR ® 24" O.C. N 4 3. COMPACTED SUBGRADE D EER P 731�ERN N SOILS REPORT5. ATTACH POST TO BLOCK WITH 3/4"OX5" GALVANIZED 4. CONCRETE FOOTING PER LAG BOLTS (4 PER POST) 4 6. FINISH GRADE IN PLANTERAREAS % 7. 3 - #4 REBAR CONTINUOUS . . - MANUFACTURER'S SPECIFICATIONS ' r a 10 8. CONCRETE FOOTING ELEVAWIVELEVA77ON 9. 2X2X14 GA. SQUARE STEEL GATe'd' N.T.S. d o i FRAME W/ CROSS SUPPORT.to E-�A:I.-e-3A -or- 3'-4" 18' SOLID 18 GA. CORRUGATED STEEL COVER 1n. 6"X6" CONCRETE CURB N.T.S. a I -I 11.6" REINFORCED CONCRETE PAVING - - I.I-)I III I N -I) a• •; d • .' I i= 6 II=IiI 12. "3"x.875" STEEL POST. WELD CAP & GRIND SMOOTH I I I. :- 13. HEAVY DUTY STEEL HINGES (3 PER GATE) e da WELD TO POST AND GATE FRAME °'- -I I d a. ° 1� d a 14. 6" CONCRETE MOWCURB PER DETAIL 'E', SHEET LC -6 iI--=I I _ I I IA s eQ 14 1. 8x8x16 SPLIT FACE BLOCK WALL BY NOTES: -� I i ORCO BLOCK CO. 909 685-1521 a ` I I ( ° •'. -111- I I- * PROVIDE ONE THROW LATCH AND ONE 1/2"0 a ;� I -I I -I ; I; - s ( ,) ' -I ( =I I=I I - { 10 CANE BOLT FOR EACH PAIR OF GATES N '� :.et.,' 1. 8x8x16 SPLIT FACE BLOCK WALL BY I COLOR TO BE BROWN . GROUT SOLID. 4 I I (I I 9 ....•...' ORCO BLOCK CO. (909) 685-1521; 1 1 I -I i-1 I I » » * ALL STEEL TO BE GALVANIZED &POWDER ,•;;•;, • . •- 2. 12 X2 X16 SPLIT -FACE BLOCK CAP BY •III- 181 (- S _t°=I I , •, ° ° I -I (I- � » , » , 'TAN'. 7 -6 7 -6 COATED DUNK EDWARDS NIGHT JUNGLE' ,Y.•, : 7 COLOR TO BE 'BROWN'. GROUT SOLID. �, ORCO BLOCK CO. COLOR TO BE TAN . DE 34901 CONTRACTOR TO SUBMIT COLOR ��'? �r ( ,... S I '' 2. 12"X2"X16" SPLIT -FACE BLOCK CAP BY '� _ ° _ 12 rJ SMAPLE TO LANDSCAPE ARCHITECT FOR �.;i.::.,•;,':';.;,..•.R;: - 3. #4 REBAR CONTINUOUS (TYP. 5) ° a 3 APPROVAL PRIOR TO APPLICATION) _ ORCO BLOCK CO. COLOR TO BE 'TAN'. SECTION -I (-I I a° I -I I I- 4. 4 REBAR @ 24 O.C. * PROVIDE SHOP DRAWINGS PER SPECIFICATIONS I ' 8 3. #4 REBAR CONTINUOUS (TYP. 5) 5. COMPACTED SUBGRADE PER SOILS REPORT d 11= 6. C CRET -I I ° - ►h 4. #4 REBAR ©24 O.C. ON E FOOTING a , _I III ISI-� .9 13 12 1 30" 5. COMPACTED SUBGRADE PER SOILS REPORT 7. CONCRETE PAVING PER PLAN ° ° '• . _ 6. CONCRETE FOOTING 8. VULKEM 201K WATER PROOFING AVAILABLE FROM SMALLEY AND COMPANY 7. CONCRETE PAVING PER PLAN (800) 889-3629 _I I=I I ` d'• I-� j tlAll SEC77®rN AA 8. VULKEM 201K WATER PROOFING AVAILABLE FROM SMALLEY AND COMPANY 9. EXPANSION JOINT 4 _ _ _ g (800) 889-3629 10. FINISH GRADE OF PLANTER SOIL _ I � PLAN VEW 9. EXPANSION JOINT 11. VARYING HEIGHT PLANTER WALL PER DETAIL 'B', THIS SHEET 10. FINISH GRADE OF PLANTER SOIL 12. LIGHTED BOLLARD PER CONSTRUCTION PLAN I ; ._ . ■ sc,fux. I"t - _ _ Fo C1 - _ _ _ T1CI 1 1 / � 1 1i1 I �I 3/4 1 � 1i1I�1 � 3 4 1 1 I 4 4 6 61 6 6 7 6 6 I 10 3 t r f`t EQ. EQ. �C3�,4�C7;C7� I if( I�G��fsTYP ��t7h"� r � v n fS t. C Ca i 3' R1/2- 1 tJ`.0 � fs G L'31 » �r.t�,� 5 7 5 7 TYP. TYP. r �. 1. 12 DETECTABLE WARNING STRIP; TOOL 1/2"W 1 >•� G{���'��� `' BY 1 2"H GROOVES TO NOTE THE TOP OF 1 1:20., CLR. � CLR. !.,•��.� c1�20 {� :�'� 3t �;I / RAMP- ON THE HORIZONTAL SURFACE. p 2 I 2. 36" SQ. BLUE INTERNATIONAL SYMBOL OF I 'Y` " ' 2 3 5 5 5 ACCESSIBILITY TYP VAN PARKING S RESERVE CITY OF ,' L MAt T,:.., ' ( ). TALL WILL iv FOR `' ':.; R IN' c HAVE THE TEXT 'VAN PLACED BENEATH THE t7 HANDICAPPED F®NTANA, PARK � ��'':'•�''" 1. 16 GAUGE GALVANIZED PORCELAIN STEEL SIGN ~• •' I ACCESSIBILITY SYMBOL. ALL MARKINGS SHOULD WITH 3-1 8 »Ox3 4 » "4 •w hk "p+;' `�" �''''�v' "'.'�:' • �_ SHEET METAL SCREWS. PAINT ::,.....: ",",:>;.. -;: ;'.,:...•;..: • ...,• M I BE CENTERED AT ENTRANCE TO STALL FASTENERS TO MATCH BACKGROUND. J AN ACCESsl6 2• INTERNATIONAL SYMBOL OF ACCESSIBILITY AND 3 3 .3. 4" THICK BLUE LINES: PAINT ALL STRIPING W/ =1II h -III e .d , (- •-1I I=1I I= VINYL PAINT. 3 GRAPHICS SHALL BE WHITE (REFLECTORIZED) ON 1-111=w '1 a. •a. .e e.. .d e _ BLUE (REFLECTORIZED) BACKGROUND. BLUE =1 I =1 f I a e - v- 2 2 2 2 2 2 4. DISABLED ACCESS RAMP. MAINTAIN 1:12 SLOPE. 4 =III 1=11 ° 1 e y d w • d y i' I it I I I D `III SURFACE OF RAMP TO HAVE TRUNCATED DOMES z SHALL BE EQUAL TO COLOR #15090 IN FEDERAL I -I III e , e.. • d a f y • p• - =1) I -I FAI �• �'• TREATMENT. STAMP CO CRETE I STANDARD 5950. GRAPHICS WIDTH TO HEIGHT I I I _ - _ _ _ _ _ __ _ _I (=1I r I N WITH RATIO SHALL BE BETWEEN 1:5 AND 1:1, STROKE STAMPCRETE SYSTEM (800) 233-3298. I -I 1 I I I I 1I=I O WIDTH TO HEIGHT RATIO SHALL BE BETWEEN 1:5 - 1 IIII-I I i - (I 1 CHARCOAL INTEGRAL COLOR.AND 1:10. � 3. DESIGNATE DESIGNATE VAN ACCESSIBLE'I- } 5 WHERE APPROPRIATE. VAN 5. 4" THICK WHITE LINES. PAINT ALL LINES W 4 , 4. 2 SCHEDULE 40 V VINYL PAINT. GALVANIZED STEEL POST I rn rn :., 5. CONCRETE PAVING PER PLAN 5 TOTAL PARKING IN LOT REQUIRED MIN. NUMBER OF ACCESSIBLE SPACES 1 TO 25 1 26 TO 50 2 51 TO 75 3 76 TO 100 4 101 TO 150 5 151 TO 200 6 201 TO 300 7 301 TO 400 8 401 TO 500 9 501 TO 1000 2 PERCENT OF TOAL 1001 AND OVER 20 PLUS 1 FOR EACH 100 OVER 1000 6. DISABLED PARKING SIGN ON STEEL POST PER "{ ° ' ; =; ; 6. 2500 PSI CONCRETE FOOTING - i STATE STANDARDS. ONE SIGN AND POST PER ,1 ; j ,;�, ° '-� I �' 7. 90% RELATIVE COMPACTED SUBGRADE DESIGNED BY: TIM SPACE. POST CENTERED IN FRONT OF EACH CHECKED BY: TIM APPR D BY: STALL 12" ON CENTER BEHIND EDGE OF DRAWING NO.: 3396 1. EXISTING CITY OF FONTANA PARK SIGN 020638 » G» SIDEWALK. SEE DETAIL , SHEET LC -8. 2. DOWEL RECEPTACLE LOCATION PER EXISTING SIGN DOWELS. EPDXY • 7• 6" HIGH CURB AT FRONT AND BACK OF RAMP. �'� ,, 2= d ,�;�� DOWEL IN RECEPTACLE 3. CONCRETE FOOTING i =l- 4. #4 REBAR 5.', COMPACTED SUBGRADE PER SOILS REPORT 12"fib Q O 4649 Brockton Avenue Riverside, CA 92506 ,.:4 o (909) 369-0700 DIAL TWO WORKING Fax (909)3694039 BEFORE DAYS BEFORE ' http://www.comworksdg.cdm ��'� YOU DIG YOU DIG p TOLL FREE 1-800-227-2600 dI S I � � G O U P A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. _ m ~ Igna ure O n cc _Zyo_oy -, (rte Date `Q DATE SUBMITTED: CAL\ CWDG JOB NUMBER: • CU STRUCTION DETAILS DRAWN BY: KCKP - i DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. _ m ~ Igna ure O n cc _Zyo_oy -, (rte Date `Q DATE SUBMITTED: CAL\ CWDG JOB NUMBER: • CU STRUCTION DETAILS DRAWN BY: KCKP - Tj A R SCALE: N.T.S. DATE: 12/8/03 DESIGNED BY: TIM 3/22/04 CHECKED BY: TIM APPR D BY: I DRAWING NO.: 3396 020638 CITY ENGINEER R.C.E. 51152 DATE •