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c\I U) <br /> F___ <br /> u <br /> LLI <br /> 18' MIN <br /> 8- 18 118" ALUMINUM PAINTED SIGN HELVETICA MEDIUM <br /> 2' L E T TERING, 1" HIGH MIN. S TA TING: "UNA U THORIZED <br /> PARKING OVERHANG VEHICLES PARKED IN DESIGNATED ACCESSIBLE TYP. <br /> 6' 2' 18' MIN <br /> c\I SPACES NOT DISPLAYING DISTINGUISHING PLACARDS <br /> 's 1111 AL <br /> (D <br /> OR SPECIAL LICENSE PLA TES ISSUED FOR PERSONS <br /> R—1 CN <br /> W1 TH DISA BIL I TIES WIL L BE TO WED A WA Y A T 0 WNER'S <br /> c- A- PAVING AS PER PLANS. EXPENSE. <br /> D . :�,'t < <br /> > BLANK SPACES ARE TO BE FILLED IN WTH THE 0- CIO RED INC ARCHITECTS <br /> 0 <br /> Lu APPROPRIATE INFORMATION AS A PERMANENT PART 1217 J STREET, MODESTO, CA 95354 <br /> >_ < 1 209.522.8900 <br /> 8 OF THE SIGN <br /> CD 0 "ol <br /> 0 <br /> Lu -4" WIDE STRIPING <br /> <a_ <br /> ry STANDARD 4" I= 5116 x J" BOL T W1 WA SHERS SEAL: <br /> 0 WIDE S TRIPING < G) <br /> u FRONT AND BACK, TYP <br /> u NO TE. THE BOTTOM OF THE VERTICAL CURBING > <br /> < SHALL MATCH THE BOTTOM OF THE k <br /> AGGREGATE BASE ELEVATION. 2" DIA, SCHEDULE 40 <br /> < GALVANIZED STEEL POST <br /> u PROVIDE 12" WHITE LETTERING IN <br /> SPACES AS SHOWN PER CALGREEN -SLOPE TO DRAIN 4" KIDE STRIPING <br /> -VERTICAL CURB DETAIL A TABLE A5.106.5.2. <br /> 7­ <br /> ry INTIL. SYMBOL OF ACCESSIBILITY <br /> (PAINTED IN BLUE, SEE NOTES BELOW) <br /> FINISHED GRADE <br /> —ACCESSIBLE SIGN (IRTH VAN ACCESSIBLE SIGN WHERE <br /> 27" APPLICABLE, SEE DETAIL ON THIS SHEET.) <br /> 4-SACK PORTLAND <br /> PAINT. ALL PAINT SHALL BE WHITE LATEX BASE CONFORMING FEDERAL CEMEN T CONCRE TE NO TES. <br /> 6 12" 18' SPECIFICA TION TT-P-1952. 1. ALL ACCESSIBLE SYMBOLS, STRIPING, & SIGNAGE SHALL BE INSTALLED AS <br /> REQUIRED BY CITY OF LATHROP AND A.D.A. STANDARDS. <br /> PARKING LOT STRIPING <br /> R=114 2 INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE PAINTED HIGHWAY <br /> R=1" N IS WHITE KITH 2" WDE STRIPING ON A BLUE PAINTED BACKGROUND EQUAL CONSULTANT: <br /> CD FOR REFERENCE ONLY TO COLOR NO. 15090 IN FEDERAL STANDARDS 595A. BACKGROUND <br /> rl) --R=114 <br /> x <br /> RK /11144 MEASURES J6" SQUARE. <br /> 0 <br /> 3 DETAIL TO BE SUPERCEDED BY ARCHITECTS DETAIL IF ANY DISCREPANCIES <br /> AREFOUND. <br /> q 4 <br /> L-1 <br /> ACCESSIBLE PARKING ACCESSIBLE PARKING <br /> CROSS-HA TCHED AREA IS OP TIONAL <br /> cn WITH SLIP-FORM MACHINE LOT ENTRANCE SIGNAGE STRIPING & SIGNAGE <br /> C/1) V) <br /> L <br /> N IS N IS <br /> VERTICAL CURB AND GUTTER DETAIL B FOR REFERENCE ONL Y FOR REFERENCE ONL Y <br /> NIS <br /> 12" HIGH x 9" WIDE x 1/8" ALUMINUM <br /> TAPERED EDGES REFLECTORIZED SIGN W/BEADED TEXTURE <br /> 0) WHERE EXPOSED COLORS SHALL BE BLUE BACKGROUND EQUAL <br /> 0.9"o TO COLOR NO. 15090, FEDERAL STANDARDS <br /> 0.4� 'CN 595A AND HIGHWAY WHITE FOR THE SYMBOL <br /> 5"" AND LETTERS. <br /> 48" 0 Qi <br /> 1. 24- 24- 1. PARKING SIGN, 50 SO. IN MIN, MOUNTED IMMEDIATELY <br /> ONLY BELOW STANDARD ACCESSIBLE SIGN, WHICH <br /> 4-1 IDENTIFIES THE ACCESSIBLE STALL AS "VAN <br /> SECTION A-A (TYP) V�N <br /> I ACCESSIBLE ACCESSIBLE" TO BE INSTALLED ONLY AT VAN <br /> CHRISTY V-1 PROTECTION BOX W/ <br /> ACCESSIBLE STALLS. )K CHRISTY D21J CONC. LID. OR CHRISTY <br /> FINE$250 <br /> MINI�UIA <br /> 4 Ly (0) (0) SIGN OR LANGUAGE BELOW THE SYMBOL OF NO. G-5 PROTECTION BOX W/ CHRISTY <br /> 2.35" ACCESSIBILITY SHALL STATE "MINIMUM FINE NO. 275 LID. <br /> $250- <br /> EE "AA <br /> .1 A. A I III- I I <br /> 14 BARS A T 12- 0.C <br /> 5116" x J" BOL T W/ WASHERS <br /> 4 - /4 BARS, CONTINUOUS FRONT AND BACK, TYP THREADED CLEAN-OUT <br /> TRUNCATED DOMES DETAIL D -2" DIA. SCHEDULE 40 PL UG <br /> 00 GALVANIZED STEEL POST <br /> VALLEY GUTTER - DETAIL C N IS INSTALL CHRISTY BOX ON by HILTON' <br /> N TS FOUR (4) BRICKS, TYPICAL. <br /> 6" CLEAN-OUT RISER COMPA C TED NA TI VE SOIL <br /> UNDER BRICKS, TYPICAL. <br /> SIDEWALK z <br /> 14 CON T BOLLARD, SEE DETAIL ON THIS SHEET Q� <br /> FL EXIBL E JOIN T 0 <br /> WYE-TEE— <br /> COMBINA TION FOR :3 <br /> —STORM DRAIN <br /> TRAFFIC RATED - <br /> ,14 0 V4 SOU THBA Y FOUNDRY FRAME & <br /> COVER NO SBF 1900, OR <br /> APPROVED EOUAL. OR GRATE AS 6 <br /> 4 SHOWN ON PLANS <br /> 17_� <br /> CONCRETE COLLAR <br /> �N/ �N <br /> Nl>/,/\<�>X I <br /> X <br /> J", 4", OR 6"PRECAST 24 DIA. <br /> REINFORCED CONCRE TE <br /> GRADE RINGS AS REOUIRED. <br /> 24"DIA, t6- <br /> (12-MAX., TOTAL) STORM DRAIN CLEAN OUT - DETAIL F <br /> DEEP CURB- DETAIL J N TS 0 <br /> 2 - 1 114-HANDLING HOLES <br /> N IS 180-APART, TO BE PLUGGED <br /> AFTER INSTALLATION. <br /> C/-) <br /> PRECAST REINFORCED <br /> ACCESSIBLE STALL SIGNAGE <br /> MANHOLE CONE. <br /> 48"DIA. 5' N IS <br /> FOR REFERENCE ONL Y <br /> MORTAR ALL JOINTS. <br /> ROUNDED CONCRETE TOP - CROWN 1, 2, J', OR 4'MANHOLE <br /> PIPE SECTIONS. <br /> .0 <br /> cn 4 <br /> En 6" 6- 6- <br /> E GROUT AS REOD. I <br /> 6" DIA. CONCRETE FILLED PIPE OR EQUIVALENT <br /> PAINTED OR POWDERCOA TED SAFETY YELLOW <br /> CLASS "B" CONCRETE il� 0 <br /> FOR BASE. Lj_ <br /> �R. <br /> 0 <br /> PIPE SLEEVE GROUTED 72' <br /> N07,C <br /> FINISHED GRADE < <br /> PRECAST REINFORCED CONCRETE MANHOLE UNITS SHALL Of <br /> CONFORM TO ASTU C-478. CONSTRUCT PIPE JOINTS <br /> 0 AT 4' MAX. FROM BASE OF MANHOLE. PRIOR APPROVAL <br /> u <br /> MUST BE OBTAINED BEFORE INSTALLING MORE THAN 12" z <br /> 0/_ ORAOC RIN65 0 <br /> 4 SACK PCC <br /> u <br /> 0 <br /> ONSITE MANHOLE DETAIL G <br /> _C5 I-_ <br /> 0 V) <br /> < <br /> NIS 0 <br /> —GUTTER LIP u <br /> cn <br /> BA CK OF CURB MA TCH 6" VERT. CURB <br /> & GUTTER AT EACH REVISIONS: <br /> PLAN END, TYPICAL. <br /> BOLLARD DETAIL E PLANNING 10/05/2018 <br /> N TS SOUTH BAY FOUNDRY 24" HILTON 10/18/2018 <br /> FOR REFERENCE ONLY Z F OF 6" VERT. CURB FRAME & GRATE C 8-1. <br /> SOUTH BA Y FOUNDRY 24" & GUTTER, BEYOND. <br /> )c'RAVE& ORArF C 8-1. GRATE <br /> SURFACE OF LANDSCAPING 30"RAD. <br /> PA VEMEN T AND hihildhiNdhilk iNdhildhiNdhilk iNdhildhiNkiNd likkiNdhildhiNdh hikiNkid <br /> BASE PER PLAN 4 <br /> cf) <br /> x\ <br /> A\ <br /> 1�21 GROUT PAWNG AS PER PLANS. RED PROJECT # 18050 <br /> NA TI VE SOIL COMPA C TED <br /> r---) IN TERMEDIA TE BA CKFILL: TO 95X R.D., TYPICAL. HILTON # 18-428ND <br /> NATIVE MATERIAL TO BE PLACED <br /> IN LAYERS AND COMPACTED TO GROUT PLANNING # SPR-18-102 <br /> A REL A Tf VE DENSI T Y OF A T PERMIT # - <br /> LEAST 907. <br /> APN # 196-270-23 <br /> CD INITIAL BACKFILL: <br /> C) SELECT FINE EARTH FROM THE DATE: 01.07.19 <br /> EXCAVATED MATERIAL, AND SHALL 6' DRAWN: - <br /> BE HAND-TAMPED IN 6" LAYERS. -Typ. CHECKED: <br /> c7) 6" A41N. <br /> 4 <br /> TYP. 4 TYR <br /> A <br /> 10 WEEP HOL <br /> E 4 SHEET TITLE: <br /> PROPOSED PIPE <br /> cn (SIZE AS PER PLANS.) gag 10" WEEP HOLE <br /> cn <br /> PROVIDE FOR PROPER BARREL 12"DEPTH ROCK MIN <br /> MAX SIZE DRAIN ROCK <br /> SUPPORT BY MOUNDING, 4" MIN. J14 <br /> CONSTRUCTION <br /> OVER UNDISTURBED NA TI VE SOIL <br /> DETAILS SHEET <br /> NO TES. 12"DEPTH ROC.. <br /> 314-MAX SIZE DRAIN ROCK <br /> �X// <br /> 1. TRENCH SECTION SHALL BE BACKFILLED AND COMPACTED TO OVER UNDISTURBED NATIVE SOIL <br /> GRADE <br /> TRENCH BACKFILL (TYP.), CATCH BASIN IN LANDSCAPING AREA DETAIL H EL EVA TION <br /> N TS N IS SHEET NO.: <br /> CATCH BASIN IN GUTTER PAN DETAIL I <br /> N IS <br /> cf) <br /> C8 <br />