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PL MISC Standard Detailsv Z O 3/4" STEEL BASE HATE (10"x1O") 1/4" STEEL LEVEL➢N0 PLATE (10"x10") 31,C GROUT 3000 € 51 MIN. NOTES: 1. THIS FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING CAPACITY OF 2000 p.&f. IF THESE SOIL CONDITIONS DO NOT EXIST, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NEW DESIGN BASED ON ACTUAL SOIL CONDITIONS. 2. 'THIS FOUNDATION IS BASED ON WAND LOADS OF 90 mph (3 SEC GUST). 3• ALL REINFORCING STEEL SHALL CONFORM TO ASTM GRADE 60. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE BASE PLATE BOLT PATTERN. 5e WHEN ORDERING BLOCK FINISHES, ADDITIONAL LEAD TIME IS REQUIRED. 6• SEE ELECTRICAL PLANS FOR WIRING AND FIXTURE LAYOUT AND DETAILS. LIGHT BASE DETAIL FLARED SIDE. 0 10 00 o >a o °o°o O -00 00 00°0°0000 o°o0-0i'oi'0°o°a a°o°o°o°o°a°a 000oOo00°000° 0 0 0 00 0 0 0 0 0 0 0a 0 0 0 00 0 0 1 10 (A) FLARED SIDES IF "X" IS LESS THAN 48" THEN THE SLOPE OF THE FLARED SIDE SHAD. NOT EXCEED 1:12 LIGHT AS SPEC. — 2" HANDHOLE — THREADED BOLT PROJECTION (2 112" MIN., 3" MAX.) —18" SONOTUBE -- 3/4"x24" ANCHOR BOLTS (4) REQ'D. " CLR — FINISH GRADE VERT. REINF. (4) #5 BARS 0 ALTERNATE LOCATIONS FROM ANCHOR BOLTS. HORIZ. REINF. 03 HOOPS 010" O.C. 3/4" HEAVY WALL CONDUIT • 3500 PSI CONC. — PUKE DIRECTLY AGAINST UNDISTURBED EARTH (TYP.) FIRM, DRY, UNDISTURBED EARTH (TYP.) (AL8"N BOLT CIRCLE PROVIDE 3"x3" HOLE IN BASE do LEVELING PLATE FOR CONDUIT ACCESS PLANTING OR 07HER NON—WALKIN4 DACE PAINT RAMP « • • °°. p ooso • • • • • SIGNIFICANTLY ♦ ♦ • ♦ 00,0o0oo o °o ♦ ♦ ♦ ♦ • • • • Op°p°p°o°o°p°o • •qp CONING VALUE © • • ♦ • ^°^©^°°o° ♦ • • • PER REQUIRED CODE • ♦ • a° ., a a • • • • • O O Oi'Qi'O O (TYPICAL) O • ♦ • • o°Q°p °a • • • O0°OO°Oo0°°o0 o°o°o°o°o 1 I B RETURNED CURB 12 —'" 1:12 MAX SLOPE 1 (ADJOINING SLOPE SHALL NOT EXCEED 1:20) Fr a ,'3°,-g ��.. ��. , . ,�° .., . ,�:�•°° r s'�� : P� � . ms=s . , ..°., � � � ::. �, , , 77 wM .° . xmw CURB RAMP SLOPES CURB RAMPS 4" MIN. QUAUTY TOPSOIL BELOW SOD MUST COMPLY •: AND LOCAL ALL "ABLE ROUTE" SIMWAL.KS FROM PARK SPACE RA .MP TO THE PATIO AREA CII RESTROOMS SHALL CO MPLY WITH A.D.A.A.G. STANDARDS FOR WIDTH, SIDE S(OPE (1:50 OR LESS), AND RUNNING SLOPE (LESS TtIAN 1:20) PROVIDE TACTILE SURFACING ON RAMP SURFACES: 1/8" DSP GROOVES 1/r — 3/4" WADE, AND 2" O.C. ARRANGED SO THAT WATER WILL NOT ACCUMULATE PROVIDE TRUNCATED DOME DETECTION AS REQUIRED BY LOCAL CODES ALL TRAFFIC FLOW ARROWS TO BE SOLID YELLOW REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVE. SEALANT (SONOLASMC -1) TOOL EDGES 1/2" PREFORMED EXPANSION. JOINT MATERIAL — HOLDS TOP DOWN 1/2" OR USE ZIP STRIP 6 x 6 10/10 W.W.M. •- •• ,e 1, Zt�•• • • ,•� • s iRw t 4 •d SUBGRADE REF: SOILS REPORT MUST BE SMOOTH FOR POSSIBLE USE OF ROU.ER SKATES LOCATE 20' To, 25' 0•C. THROUGHOUT WALKS AND PATIO WALK EXP. JOINT CAP PER MANUFACTURER, LONG E.M.T. ARM N/ 1115,ff 11 MIN �� •• , �� •eW; Yt •7 • �r;• r� ee •e f % �,:.:.•� �---- SPRING ASSEMBLY 4p 4b ;7r�=a,`as•• q`ti�•r,M`a STEEL POST a t., x = x a l �M • x`�:.�` .i i :z..,..,, a �. Q �y u," V x`kF..L:. e x`t. gT..;..a x C x*y&" e G �1.. :: ' i...,.,�. C.�.,..i i,,,.... ` : x R Z M a e c L u is ', N y;:i: • �� .• .. :mow 3�% U- < �1 METAL SIGN BLANK may} 0 t t %: ' i' In fl_ C SUBGRADE REF. SOILS REPORT °' C o 0 NOM- G.C. TO INSTALL 4" MIN. TOPSAIL BELOW ALL SOD. DO NOT USE STRUCTURAL FILL FOR THIS MIN. 4 INCHES. REFER TO CIVIL DRAWINGS FOR CURBS CANOPY COLUMN NO.3 REBAR AT 24" O.C. EACH DIRECTION a• - NO.4 CONT. REBAR — 6x68/8W.W.M:-- SLOPE 1/4" PER FOOT CONCRETE REF: — SOILS REPORT 1:18 RISE AROUND CANOPY COLUMNS TO AVOID STANDING WATER SEALANT (SONOLASTIC SR -1) 30 LB. FLIT AROUND COLUMN HOLD DOWN OR USE ZIP STRIP •. a a ; « T" •� ► •e'er-_ • • itl ••�;`'M• • •• �!&`•,�••��• a!r�g4•.is q%ft .w �,w » Wit; ••w � • wig � f 2:i '•• ;' Pi\VING AT CANOPY COLUMN «•,. lt;t:113 TOOL EDGE SEALANT (SONOLASTIC SR -1) 30 L.B. FELT — HOLD DOWN 1/2" OR USE ZIP STRIP NO.3 REBAR AT 24" O.C. EACH DIRECTION NOTE - UPPER 12" OF SUBGRADE MUST BE A L: QW PLASTICITY COHESIVE SOIL W/MIN. CBR VALUE OF 5, COMPACT 70 APPROX. 959 STD. PROCTOR. THESE ARE MIN. RECOMMEN6TIJONS, CONFIRM DETAILS WITH GEOTECHNICAL INVESTIGATION. CURB AT STALLS / PAVING FILL WITH SEALANT (SONOLA►S1IG SR -1) PAVING SEALANT TOOL EDGES (SEMiOLASTIC SR -1} (2) NO.3 REBAR CONTINUOUS (2) NO.3 REBAR CONTINUOUS 1/r WIDTH SAW BLADE CUT 1/2" PREFORMED EXPANSION 24" LONG 1 2" J T MATERIAL — HOLD DOWN NO.3 REBAR AT 24" O.C. N0.3 AT 24" O.C. DIRECTION 'F EACH ECTION —BENT UP BACKED WITH 3/8" FOAM ROD SMOOTH 1/Y. OR USE ZIP STRIP AT 24" O.C. EACH DICTION — BENT UP AND TIED 1�O CURB REBAR 4AND TIED TO CURB MBAR NO.3 REBAR AT 24" 0•Ce NO.3 REBAR AT 24" O.C. •,; •' ASPHALTIC CONCRETE SURFACE COURSE EACH DIRECTION DIRECTION ti ,� 4 .e Y•e }s � •• 0 60 Tp •• • �tl �•i ,� ►s •yy-7► • �P •• S • • • !r •! . • • •/ _.ti •s c • .• ♦ s• s. • a a. a f • _r • 1 • ,• • • �e • i!• • � • � a' .. • .... - - ..... �- �...•: •.. ...•. .s.: .•:.: -. • • ..::....., ,.,...,. ., - `•`a:'i:': M. i- SUBGRADE DOWEL. SOCKET OR SUDCItADE REF: SOILS REPORT NOIL' EXPANSION SLOT 1 SOILS REPORT N9M CURB TO BE POURED INTEGRAL WITH DRIVE ASPHALTIC CONCRETE BINDER COURSE LOCATE 4' TO W O.C. THROUGHOUT WALKS AND PATIO AND 10' ID Nom LOCATE 40' TO 45' Q.C. THROUGHOUT PAVING AGGREGATE BASE COURSE 15' O.C. THROUGHOUT PAVING. REF. SOILS REPORT NOTE' NOM NO -M' UPPER i2 " SUBGRADE MUST BE A LO W PLASTICITY COHESIVE SOIL W IN. CBR VALUE OF 5, COMPACTED TO APPRQXe 959 STD. UPPER 12" OF SUBGRADE MUST BE A LOW LAS11CITY COHESIVE P SOIL IN. CBR VALUE OF 5, COMPAOTED TQ APPROXe 959 STD. UPPER 1Y OF SUBGRADE MUST BE A LOW PLASTICITY COHESIVE SOIL_"N. N. CBR VALUE OF 5, COMPACTED TO APPROXe 959 STD. CONFIRM DETAINS UPPER 12" OF SU€ GRADE MUST BE A LOW PLASTICITY COHESIVE COMPACTED T'i3 X. 959 STD. Pa APPROX. YaU1 E OF 5 COM PRtOCW IN. F ARE MIN. RECOMMENDATIONS, CONFIRM DETAILS N. RECOMMENDATIONS, CONFIRM DETAILS PNi�ICa THESE ARE MI ONS, PROCI'+OR. THESE ARE MIN. RECOMMENDATION% CONFIRM DETAILS WITH GEOTECHNICAL INVESTIGATION. PROCTOR.I THESE ARE MIN. RECOMMENDATIONS, WITH GEOTECHNICAL INVESTIGATION. WITH GE07ECHNICAL. INVESTIGATION. WITH GEOTECHNICAL INVESTIGATION. SAW CTRL. JOINT PAVING EXP. JOINT MONOLITHIC CURB CURB W/ ASPHALT IF REQUIRED GC TO VERIFY LOCATION OF DETECTOR WITH VEHICLE HEIGHT DETECTOR MANUFACTURER. THE E . MANUFACTURER IS RESPONSIBLE :. FOR THE COMPLETE DETECTOR P31 -INSTALLATION INCLUDING FOUNDATIONS. VEHICLE HEIGHT %f_".`#LEARANCE DETECTOR WELM CAP CAR HOP CROSSING SM 0U. SD.) OR 07M SIGNAM AS • & GRIND SMOOTH • i STANDARD -, D PA RAN. PRIME AND PAINT TO MATCH CANOPYCOLUMNS. Lr -t ON 3 r • r' • •• TYPICAL END POST CONDITION CENTER OF RAIL IW FROM FACE OF CURBING. REF. 97E PLAN. MIN. Ir DEE. .E • __j IF USED, SEE SITE PLAN FOR LOCA71ONI- — RAILING W/ SIGNAGE PIPE RAILING REF. SD. §QR9I9 �y{^ykM a�a a " co a' � rt�.91 ^w