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N WALL OR OTHER OBSTRUCTION WALKWAY u AGGESSIBLE SIGNAGE U Cl" X Cl" ( l0 5Q. IN. MIN ) CONCRETE WASH (PAINTED) O z_ PROVIDE GROOVED BORDER AT Z LEVEL SURFACE OF SIDEWALK WITH BOTTOM OF SIGN E W BE A MIN OF 80" ABOVE 12" W/ 1/4" WIDE GROOVES AT 3/4" PARKING SPACE FINISHED 4'-0" TYP OG GRADE WHEN POSTED IN MIN. 4" DIAMETER STANDARD GALVANIZED PATH OF TRAVEL OR 60" I KNOX BOX MUST BE LOCATED STEEL PIPE FILLED WITH CONCRETE MEDIUM BROOM FINISH - A.F.G. WHEN WALL ' ` (V °o°o°o TYPICAL MOUNTED SLOPE SLOPE `J WITHIN 4'-0" TO 6'-O" ABOVE o 0 o gd FINISH GRADE PER 2016 INCL o0000o J,:IO 112 MA :IT 2 MAX. fV CALIFORNIA FIRE CODE T T SEE RAMP DETAIL FOR LL SECTION 506 4'-O" ADDITIONAL INFORMATION � _ _ ON O GU�RB RAMP MIN. CONCRETE WHEEL STOP -RED ING A-RGHITEGTS O PAINT HIGHWAY YELLOW UNLESS NOTED WALL OR OTHER OBSTRUCTION MAX SLOPE OF PARKING 1211 J STREET,MODESTO,GA 95354 z FIRE OTHERWISE �— 1:48FAGE(2Ai) INALL NOT ANYDIREGTIOND OUTLINE OF 209.522b900 p cV DEPT WALKWAY 0000 o WITHIN THE AGGESSIBLE AGGESSIBLE A15LE TO p BE PAINTED BLUE - GENERAL CONTRACTOR TO CORRUGATED PAVING - SEE SITE PLANloo ae°o90 A15LE - PAINT THE WORDS SEAL: O Z o Q o HATCH TO BE EITHER v VERIFY ALL FOOTINGS WITH METAL N 12" 1`1� o°�aoo 2" "NO PARKING" IN 12" HIGH BLUE OR WHITE SOILS-REPORT AND FOLLOW ROOFING AND 60000p WHITE LETTERS MIN. _ -RECOMMENDATIONS STEEL FRAME 4'-0" PROVIDE GROOVED BORDER AT �� BRI''/T w VERIFY KNOX BOX AGGESSIBLE SYMBOL ED ARC DIMENSIONS AND LETTERS _ z SIZING WITH LOCAL FIRE ( 3'-O" X 3'-O" ) WITH BLUE F — w MIN. LEVEL 5URFAGE OF SIDEWALK H/ BAGKGROUND AND WHITE ��' �1�� Fj C'� 3 DEPARTMENT 8" X 8' X I6' GMU a I/4" WIDE GROOVES AT 3/4" OG P O w BLOCK WALL - SOLID CURB CAMP z _ LL GROUT - MATCH �*O-w B MEDIUM M FINI H - TYPICAL ARKIN SYMBOL NO X �, � BUILDING BODY COLORBROOM S G L a CONCRETE Z O > p NOTE: #4 HORIZONTAL-REBAiR REN. p 6" THICK WALL OR OTHER OBSTRUCTION �P w w I. -REFERENCE 2016 AT 16" OG � L � 03-31-21 � v = <X CALIFORNIA FIRE CODE 1 g'-O" TYP. 5'-O" g'-O qT O� CONCRETE SLAB Iv w r #4-REBAR WITH #4-REBAR AT WALKWAY FOFCAL�F p SECTION 506.1.2 FOR #4 VERTICAL-REBAR DOWELS AT VAN / HANDICAPS'-O" AT VAN Fu -i 18" OG EACH WAY = KNOX BOX AT AT 32" OG Ig 24" OG �p Q OVER COMPACTED o 0 0 0 SEE DETAIL 10/ADI STALL AGGESSIBLE Q 5UBGRADE 1:12 i�0 o O z STALL Z v ELEVATORS LAP BARS MINIMUM #5 CONTINUOUS o 0 O3 2. MOUNT KNOX BOX TO tU o 0 0 0 40" - TYPICAL -REBAR Z _N #4 BAR 12" LONG THROUGH PIPE 8 0 0 0 0 �t BUILDING PER MANUFACTURERS WRITTENI A WELDED p ci m PROVIDE GROOVED BORDER _ N INSTRUCTIONS cv AT LEVEL SURFACE OF O x 10 #4 CONTINUOUS m w G GU•RB RAMP SIDEWALK H/ 1/4" WIDE -REBA-R TOP AND � CONSULTANT: BOTTOM m -J GROOVES AT 3/4" OG 3 z I'-8" O Jl NOTE: NOTE: O w 4" CONCRETE SLAB ' w w *BLANK 5PAGE5 ARE TO BE FILLED IN WITH THE APPROPRIATE ADDRESS 8 DETECTABLE WARNINGS SHALL EXTEND 36" IN THE DIRECTION OF v TELEPHONE NUMBER AS A PERMANENT PART OF THE 516N. X N WITH 6 X 6 WITH 10/10 0 TRAVEL FOR THE FULL WIDTH OF THE-RAMP EXCLUDING FLARE v Q WWF OVER 6" Jl I'-6" DIA. Q SIDES. INSTALL WHERE ANY-RAMP ADJOINS A VEHICULAR WAY PER Q •AGGESSIBLE STALLS TO BE q'-O" MINIMUM WIDTH PER CITY OF LATHROP MUNICIPAL w aC AGGREGATE BASE Q Q GBG II5-105 Q CODE W W N 21 1 KNOX E3OX MOUNT I NO 13 TRASH ENGLOSURE SEGT I ON 9 \; BOLLARD DETAIL GONG��T� RAMP DETAIL 1 AGG�SS I �L� �A�K I NO lL SCALE: 1" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1" = 1'-0" / SCALE: 1/8" = 1'-0" SCALE: I/8" = 1'-0" 4" WIDE PAINTED STRIPES O O O O PROVIDE A HHEEL5TOP IF NEEDED TO ° PREVENT ENCROACHMENT INTO 'REQUIRED WALKWAY WIDTH ( MINIMUM OO O O N 4'-0" CLEAR) - SEE DETAIL 12/ADI TAPERED ALLOWED OVERHANG AT PLANTER OR dJ = EDGES WHERE X WALKWAY ( MAINTAIN MINIMUM WALK EXPOSEDgg Z — WIDTH ) MIN. 8" GMU WALL - SEE m Q ELEVATIONS m O O O OO z C TYPICAL SECTION A-A z 6"-RE INFORGE0 SCALE: 6' = 1'-0" 0 2 _ GONCRETE SLAB - ° - UNAUTHORIZED VEHICLES p w SEE STRUCTURAL PARKED IN DESIGNATED >w w a ACCESSIBLE SPACES NOT 3"-2.4" 0.45" -0.47" - p 3 p AT TOP DISPLAYING DISTINGUISHING APART p z PLACARDS OR SPECIAL O.q"-o.g2" 0) w Q ID Q z_ LICENSE PLATES ISSUED FOR AT BOTTOM O Z PERSONS WITH DISABILITIES TYPICAL PLAN VIEW v EXTERIOR INTERIOR y WILL BE TOWED AWAY AT THE p Iy CENTER TEXT ON NOTES: SCALE: 3" = 1'-0" O o by H I LTON� OWNER'S EXPENSE.TOWED x z SIGN, TYPICAL c0 i.- VEHICLES — MAY BE RECLAIMED • DEPTH OF THE DETECTABLE WARNING SHALL EXTEND 36" IN THE DIRECTION OF `p AT TRAVEL FOR THE FULL WIDTH OF THE-RAMP AND IS PLACED AT THE BOUNDARY OR BY TELEPHONING VERIFY ADDRESS 8 BETWEEN THE VEHICULAR AREA AND PEDESTRIAN WAY. PHONE NUMBER PRIOR — — — — — — — — — — — — — 6"xb"xl/4" TUBE STEEL GATE TO FABRICATION • DETECTABLE WARNING SURFACE EXTENDS THE FULL LENGTH OF THE BOUNDARY Q P05T EMBED INTO 36" DEEP BETWEEN THE VEHICULAR A-REA AND PEDESTRIAN WAY. AT DRIVE AISLE x 16" DIAMETER CONCRETE SIGN PER GBG SEG. ( MAINTAIN MINIMUM g'-O" MIN. z FOOTING - SEE 15/ADI IIB-502.6 • DETECTABLE WARNING SHALL CONSIST OF-RAISED TRUNCATED DOMES WITH A Q CLEAR DRIVE WIDTH ) O DIAMETER OF O.q INCH (22.q MM) MINIMUM AND O.q2 INCH (23.4MM) MAXIMUM, A TOP N (3) HEAVY DUTY STEEL 3 DIAMETER OF 0.45 INCH (11.4 MM) MINIMUM AND 0.41 INCH (II.gMM) MAXIMUM, AND A J HINGES TYPICAL - EACH SIGN SHALL BE POSTED EITHER: I) IN A CONSPICUOUS PLACE AT HEIGHT OF 0.2 INCH (5.1 MM) AND A CENTER-TO-GENTER SPAGING OF 2.3 INCH (58 MM) Q P05T EACH ENT-RANGE TO AN OFF-STREET PARKING FACILITY OR �O MINIMUM AND 2.4 INCH (61MM) MAXIMUM AND A BASE TO BASE SPACING OF 0.65 INCH IU I (16.5MM) MINUMUM, MEASURED BETWEEN THE M05T ADJAGENT DOMES ON A SQUARE GORRUGATED METAL GATE 2) IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING w AND VISIBLE FROM EACH PA-RKING SPACE. SEE SITE PLAN FOR GRID IN COMPLIANCE WITH FIGURE IIB- 05.1 WITH 2"x4" TUBE STEEL m VERIFY WITH CITY OF O FRAME - PAINT LOGATION(S) OF SIGN 0) 0 THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, LATHROP DESIGN Lu EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE STANDARDS H CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. THE DOMES MAY Q Q BE CONSTRUCTED IN A VARIETY OF METHODS, INGLUDIN6 CAST IN PLACE OR l� Q STAMPED, OR MAY BE PART OF A PREFABRICATED SURFACE TREATMENT. 0 1\7 O ATE POST - PLAN DETAIL SITE ENTRANGE S I ON TRUNCATED DOMES DETAIL PAR 722) 1$ 14 10 6 2 O v SCALE: 1 1/2" = I'-O" SCALE: N.T.S. SCALE: AS SHOWN SCALE: I/8" = I'-O" s a v O I 0 o ry � O O TRASH ENCLOSURE WALL BEYOND CONCRETE SLAB - SEE PLAN SIGN WITH INTERNATIONAL 0 o M L OF ACCESSIBILITY SHALL BE -REFLEG6" CONCRETE-RETAINING CURB MINIMUM AREA OF -70 50. FINISHED GRADE INCHES T I D WITH N ILL I-III-III-I °°° ° ° ° ALUMINUM FLAGPOLE - INSTALLED PER FINISH GRADE - SLOPE AWAY FROM BULDIN6 VAN ACCESSIBLE PROVIDE NEW METAL —III—III—III ° SIGN AT VAN ks) O —III—III- _ _ MANUFACTURE'S SPECIFICATIONS - o SIGN BELOW s ° ° SEE SITE PLAN FOR HEIGHT 4" CONCRETE SLAB - SLOPE TO DRAIN - SEE AGGESSIBLE MINIMUM FINE s250 AGGESSIBLE PA-RKING z 11=III-III "I III-III- _ 7 EMBEDED INTO TUBE STEEL OAxE6POST, =III- `� -III—III FOUNDATION AND STRUCTURAL DRAWINGS SPACES SPACE SIGN WITH z DEEP I�=1 I I ° III-I 11= VERBA&E SHOWN. K - , ° -III-I VAN ACCESSIBLE DIAMETER GONG-RETE FOOTING —III ° III—III O YREQUIREMD FLASHING COLLAR AS o III-I ° -III a III-III- "' p ° ° o w z -III I I I=1 I- p I_III-III-III-III-III o I_I o W o — — FINISH GRADE / GONG-RETE - SEE SITE �—III—III—III—III—III III III _ z m 11111111 _ L - 111=1 11= ;r PLAN 111=1 I Fd I 1=1 I =III 1=1 1�i-(i=�1�= T=� - Z m CL III-I --�. - III-III-III-III _III- III-III-III-III-III- < W C o =1 III-III-III III_ 1 1=1 a < ° ° ° III- = I-III-III-III I- -III_ „_III-III-III-III-I 1- -1 I -III-III -III ° CONC�zErE FOOTING 111_;III-III-III III-III 6 I I I-I 11=1I 1=1I1- Q Q d w 1'-4" = = 0 - 1 - = - = < ° z R. ;III-III=1 I-III-III-III-I I-I 11=1 11= ° d Q Q °°, ° SAND FILLED GALVANIZED METAL - FINISH FLOG>R OR 0 J SLEEVE PER MANUFACTURE -1 III—III—III—III- —1 `A n _ _ I I I- - -1 GROUND SURFACE SPECIFICATIONS - PROVIDE WATER O III— a III- PROOFING, CAULKING, AND CENTERING O NOTE: ALL WELDS TO BE GROUND SMOOTH. ALL EXPOSED 3 "°- - WEDGES A5-ZEOUIRED Y�EVISIONS: +� 3 METAL TO BE PRIMED AND PAINTED TO MATCH EXTERIOR Cl -1I I— ° ° — GENERAL CONTRACTOR TO VERIFY ALL O O 1-111 ° —111= 6 FOOTINGS WITH SOILS-REPORT AND FOLLOW � ry HOLLOW METAL PAINT COLOR - SEE EXTERIOR ELEVATIONS m SIGNS LOCATED WITHIN AN ACGE551BLE�ROUTE SHALL �j PLANNING 10/05/2018 = —I I STEEL LIGHTING GROUND SPIKE O REGOMMENDATIONS FOR LEGEND O _ _ _ _ _ I BE A MINIMUM OF 80 INCHES ABOVE THE FINISH FLOOR `p j OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE HILTON 10/18/2018 1 I-III-I -I III-III - T T - D o 3 Q ;11111111111111112 011,111111111 11 1 1 1 LIF Q �3 HILTON 02/O�/201q 6 7 O 1 rJ OATS POST AT FOUNDATION 11 FLAOPOLE � GONGRETE TURN DONN 3 ' AGGESS I BLE PAR SCALE: 1/2" = 1'-0" SCALE:N.T.S. SCALE: I" = 1'-0" SCALE: NTS PROVIDE POWER FOR ILLUMINATED SIGNAGE - INSTALL CONT-ROL5/PHOTOCELL NOTES: PER OWNER-REQUIREMENTS • ABRUPT CHANGES IN LEVEL SHALL NOT EXCEED I/2" SIGN s INDICATES LOCATION OF MONUMENT 2" LETTERS A-RE 5/8" WIDE. Q SIGNAGE - LETTERING AND LOGO PER TRU 1 1/2" LETTERS A-RE 1/2" WIDE. • SURFACE GROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT NUT AND v BY HILTON SPECIFICATIONS AND COLORS 3/4" LETTERS A-RE 1/8" WIDE. b y H I LT O N TM - LOCK WASHER RED PROJECT # 18050 � ALL LETTERS AYREYRED WITH A WHITE BAGKC-GROUND • ALL WALKWAYS AND SIDEWALKS ALONG AGGESSIBLE-ROUTES OF TRAVEL UJ SIGNAGE PERMIT AND EXACT SHALL: HILTON # 18-428ND r CONFIGURATION BY OTHERS THE SIGNS A-RE TO BE MOUNTED ON A POST I. BE CONTINUOUSLY ACCESSIBLE _ THE BOTTOM OF THE SIGN IS TO BE -'-O" ABOVE GRADE 2. HAVE A MAXIMUM 1/2" CHANGE IN ELEVATION, OR PROVIDE CURB 5/16" MACHINE PLANNING # SPR-18-102 O SIGN SYSTEM PER SIGNAGE VENDOR - AND NO MORE THAN l5' APART. THESE SIGNS A-RE NOT -RAMPS 1 2 SUPPLIED BY THE LOCAL JURISDICTION SCREW OR BOLT PERMIT # INSTALL PER MANUFACTURERS 3. SHALL BE 48" WIDE MINIMUM, cp SPECIFICATIONS 4. WHERE NEGE55ARY TO CHANGE ELEVATION AT A SLOPE EXCEEDING m m O IL _ APN # I q6-2-70-23 5% ( 1:20 ), A PEDESTRIAN-RAMP SHALL BE PROVIDED I _ O PROVIDE VAPOR BARRIER BETWEEN O 1� SHEATHING AND SIGN SYSTEM A5-REOUIRED J DATE: 03.06.Iq 5 FROM ACE OF HHB EL STOP m = MOUNTING 1/2" FELT EXPANSION 5T-RIP - A5YREOUIRED O 12 V-GROOVE CONTROL JOINT AT 5'-0" O.G. ± N.T.S. +, TO FACE OF CURB (UNLESS DRAWN: H.GOLLINS _7) 2X WOOD STUDS @ 16" O.G. W/ 1/2" OTHERWISEYREQUIRED BY (EQUAL SPAGING BETWEEN EXPANSION GHEGKED: J.MILLER EXTERIOR PLYWOOD SHEATHING EACH SIDE ENFORCEMENT AGENGY) 4" THICK GONG-RETE STRIPS) - TYPICAL AT WALKS - SEE SITE WALKWAY WITH BROOM PLAN FOR PATTERN OF CONTROL JOINTS 0 PROVIDE FUARSETRENERS AS SPECIFIED BY FIRE EDGEBA-2 5" FROM OUTSIDE FINISH AT ENTRY SIDEWALKMAN4 LB/FT "U" s 2" OR FIN. SHEET TITLE: I I LANE OPTIONAL #5 � 24" O.G. EACH WAY GRADE CHANNEL PROVIDE FLASHING AND SEALANT AS (GALVANIZED) -REQUIRED NO PAVING SURFACE. SEE SITE SITE DETAILS 1 1/2" CONCRETE FOUNDATION WITH #6-ZEBA-Z PARKING PLAN ° ° ° ° °°° °° ° °°° °° a °° ANY TIME ° ° Qs — T8 B AT 12" O.G. EA WAY a ° °V 4 ° ° I I/4" 3/4" VIOLATORS SUBJECT ° ° °° ° °° Q� TO TOW AT OWNER'S s ° a ° EXPENSE ° ° z LATHROP POLICE DEPT. O ° , u °o 000 ° o o O o 000oo° a° – o a °°° ° ° o o°o 0 0 0 0 0 0 0 0° o o°o 0 0 0 0 VE:RIFY PHONE NUMBER PRIOR TO 11 II 111-111-111-111-111-111-I 111-111-I I-111-111-111-111-111-111-111-111- - a °° °° ° ° ° ° ° ° - z FABRICATION = = 111111 IIIIIIIIIIIIIIIIIIIIII_IIIIIIII111111111111 11111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII a ° III _-_ _ POST - SEE DETAIL 4/ADI -III;III;III III -III ;III III= 11 - - 11=11111111111111111111111111„III 3 1/2° l i o l l l I z =� 0 111 ° ° ° ° ° ° ° I.m SECTION 1- 1 p POST POST SECTION SHEET NO.: ,n =111 ° I III=1I1=1II= o o N.T.s N.T.s z 111 ° °° ° ° ° 11 El w L —� _ _ _ _ _° _ _ ° _° _ 111_ —� —1 z 4" GRAVEL BASE O/ COMPACTED SOIL - � 111=111=°I III III -I 1=111=111=111=111=111 111-�-III-I VERIFY WITH SOILS-REPORT U) Z -�IJ III=� =� =� =�11=3'-0" =� =� =� =� = III-� -�1 5'-O" PLINTH w ELEVATION NTS 4' SITE MONUMENT S I ON - DSS I ON OU I DSL I NE FIRE LANA S I ONAOE NNEEL STOP GONGZETE NALKWAY S I ON COST SCALE: 1" 1'-0" SCALE. N.T.S. SCALE. N.T.S. SCALE; 1 1/2" = 1'-0" SCALE: N.T.S.