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Home My WebLink AboutSW1240601_Plansheet - Misc. Detail_20241001 NOTES: 1/2" R - A 1/s"R PRELIMINARY 6" 2'-0" JOINT SEALER 1. ALL CONCRETE SHALL BE 3,500 P.S.I. SURFACE OF 1/2" JOINT SEALER - -" > - ALL SIGNS SHALL BE PROVIDED AND INSTALLED IN 6' MIN 2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS, GUTTER - ACCORDANCE WITH LATEST MANUAL ON UNIFORM TRAFFIC "VAN ACCESSIBLE" (SEE PLAN) NOT FOR CONSTRUCTION Q 8 1 " R. 1/8"R CONTROL DEVICES, NCSBC AND ADA SPECIFICATIONS SIGN 1/8" RAID.SPACING MAY BE INCREASED TO 15' IF MACHINE IS USED. 3 / BOTTOM OF SIGNS 3. CONTRACTION JOINTS SHALL BE INSTALLED BY THE USE OF � � 16" AND REQUIREMENTS. R7-8 OR R7-8A RAD. SURFACE OF PAVEMENT SIGN R7-8 OR _ SLOPE 1/4" PER FT. -► TEMPLATES OR FORMED BY OTHER APPROVED METHODS. 1211 D R7-8A D -0 4 4-" v-" -" - - "- WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,A 12" - MINIMUM DEPTH OF 1-1/2"SHALL BE OBTAINED. 6" SCORE FULL WIDTH MAXIMUM -III=1I I=1I I=1I I=I I i-III III I I1-I I - = 4. EXPANSION JOINTS SHALL BE SPACED AT 90' MAX INTERVALS, if 1 OF CURB AND GUTTER I I=III=III-III III III, ,III, III, ,III-III III III i II I II i II I II i II I II i II I II i II I II I II AND ADJACENT TO ALL RIGID OBJECTS. o II RESERVED PENALTY SIGN R7 8D 1O 5. ALL JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER. 4 6 3/4" A J PARKING $250 COMPACTED PROPOSED C&G CONTRACTION JOINT PLAN SUBGRADE PLAIN BUTT JOINT 2'-6" R7-8D A 1/g,�R 2�_0� SECTION VIEW ASPHALT PAVEMENT 4" MIN. ABC N 6" V-6" NOTE: MAXIMUM PENALTY 6 GENERAL NOTES: STANDARD CONCRETE CURB AND GUTTER SURFACE OF 1/z" JOINT SEALER S SHALL BE PER LATEST SECTION A-A GUTTER 1/8"R FINE AMOUNT AS SPECIFIED GALV. STL. POST 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED � NOT TO SCALE 30" CURB & GUTTER BY LOCAL AUTHORITIES. IN THE CONCRETE SIDEWALK AT 5' INTERVALS UNLESS INDICATED JOINT SEALER OTHERWISE. SEE SPECS FOR ADDITIONAL JOINT SPACING REQUIREMENTS. 6" USURFACE OF GUTTER 12" R7 8A FINISHED GRADE 2. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS. 1/8" RAD. JOINT FILLER VAN 3. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE - FRONT ACCESSIBLE SIDEWALK JOINS ANY RIGID STRUCTURE. A STANDARD METHOD OF 3' DEEP CONC JOINT FILLER ENDING CURB AND GUTTER FOOTING 4. ALL CONCRETE SHALL BE 3,500 P.S.I. WITH FIBER REINFORCING. TRANSVERSE EXPANSION JOINT VAN ACCESSIBLE ROUND OFF TOP OF L CONCRETE FILLCn TRANSVERSE EXPANSION JOINT � rn TYPICAL CONCRETE SIDEWALK r ACCESSIBLE PARKING SIGNAGE NOT TO SCALE O 4 o �6"O.D.SCHEDULE 40 NOT TO SCALE V o 3Z'-1 O S 1 STEEL PIPE • f � 1/4�� U 6� M FILL WITH CONCRETE SLAB REINFORCING rn N GROOVE JOINT W/ 1/8" HF 10F 6' CONCRETE PAVEMENT SLAB d /�{ RADII&JOINT SEALER O Z o r r r r r rCOLOR: TO BE SELECTED O r [R SOLDIER L R[w BY ARCHITECT. v X LL Z PRI :MAS VE Ta.` I ANCHOR PIPE IN d Q A a CONCRETE PAVING OOTING ♦ ° "d d " _ ° ° d° o a d .. .. .. •. , .. l01 NATC11 @URLDINGS T. I _ - _ _ - -o - - - "° 11�� _ _ _ ( 000 PSI) .- .. " ... . ER04W% I NT a.� "" d" -d d ° -° ♦ ° - - ° "4 •-O - a"- •� t- J CONCRETE F _ L anu AT IvfER o P I 3 SI c� � �"" � '. .. "`' ..{ ( , .'.'.'. .V..'f.' , ' ... ,• ... `. I ^�01 - C_' �^ ^ < ^� Z•.r PF _ -a_ -a TYPICAL CONTROL JOINT '� • 6' co III-III- - ", NTS V U Z a - W � oeRU¢ o , , I I I 1=1 I 1=1< _ = _ =1 I 1=1 11- �- MAX d d Farn,aa L� Q Q� .// // // // REINFORCING SHALL 1/4" v .45 o Ste_ -NOT PASS THRU d . rfr ' /.• '.'M1. REP. 6'�' Mr49t)FJRI' % /[ -III-I < 1:12 JOINT GROOVE JOINT W/ 1/8" N 1, . SCPEEN WALL I -v 1 AGGREGATE BASE 'y' dc/4 RADII&JOINT SEALER �n ;� N rr\ r�rr (o COURSE(ABC) ° tX0 I I=I i i-I i I-I i I-I i 12 %i\//�\//i\//i\ 12„ 6„ ♦ a = a w=1 I I-1 I-III-I 1= - i I I I 1=1 I I I I I I 61 MIN' COMPACTED SUBGRADE ° r COMPACTED� � d W SUBGRADE NOTE REFER T4 ciY1L PLANS MR 64NNEGlIOF1 i0 srRVE FOR P�C�S9BlE RourE ,5, 5/8" DIA x 16" LG. SMOOTH SLIP DOWEL BARS hOGEWIENE ROUTE AND PAYING DESIGN hND SLOPE 2--6" AT 18"O.C.,GREASED BOTH SIDES. TYPICAL THICKENED EDGE NTS TYPICAL CONSTRUCTION JOINT 3 EA S YARD DUYPSTER PLAN AND BEOT10N NTS ScALE: 1 f#,_tL� STEEL BOLLARD HANDICAP RAMP DETAIL 1/2" NOT TO SCALE 1/8" RADII AND z *�% NOT TO SCALE I�„ so JOINT SEALER CONCRETE PAVEMENT DIMENSIONS HEAVY LIGHT A �'� a °= d • HEAVY LIGHT NOTES: CONC SLAB THICKNESS,d = C 6" 4" _ _ ° ° _° d dQ " 44 4 ACTUAL 1 X 6 DUTY DUTY ABC THICKNESS, d = B 6" 4" - ° i ON-SITE ON-SITE 1. PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE SOILS SHOULD BE PERFORMED IN ACCORDANCE REINFORCEMENT= 6x6-W2.9xW2.9 JOINT FILLER TREATED #1 PINE, PAVING PAVING WITH DIVISION 5, SECTION 501 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (2009). PAINT. WITHIN WITHIN 2X3 TS WELDED TRAVEL PARKING PREPARING, GRADING, SHAPING, AND COMPACTION OF AGGREGATE BASE COURSE (CABC) STONE SHOULD BE TYPICAL EXPANSION JOINT FRAME, PAINTED. PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF THE NCDOT STANDARD SPECIFICATIONS FOR 6" AISLES STALLS ROADS AND STRUCTURES (2009). PLACEMENT AND COMPACTION OF THE BITUMINOUS CONCRETE SHOULD BE NOTES: NTS TYPE SF9.5A PERFORMED IN ACCORDANCE WITH DIVISION 6, SECTION 600 OF THE NCDOT STANDARD SPECIFICATIONS FOR ONE= SURFACE COURSE 3 IN 2 IN ROADS AND STRUCTURES (2009). PROPER SUBGRADE COMPACTION,ADHERENCE TO THE NCDOT SPECIFICATIONS, 1. ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI (ASTM C39) AND COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS ARE CRITICAL TO THE PERFORMANCE OF THE WITH ENTRAINED AIR BETWEEN 4%AND 6%. CONSTRUCTED PAVEMENT. �^ AGGREGATE 2. CONTRACTION JOINTS SHALL BE SPACED AT 15 FT O.C.E.W. MAX. OR AS INDICATED ON THE PLAN. L/) BASE COURSE 8-IN 6-IN 2. THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ADEQUATE 3. EXPANSION JOINTS SHALL BE SPACED AT 50 FT O.C.E.W. MAX. OR AS INDICATED ON THE PLAN AND �7J/ THICKNESS REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION TO FACILITATE WHERE CONCRETE PAVEMENT ABUTS ANY RIGID OBJECT. L INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL COST. ^^ I^ O COMPACTED 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE COURSE V J III-III-III-I I SUBGRADE AND/OR INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS AT NO ADDITIONAL COST. CONCRETE PAVEMENT NOT TO SCALE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL PHASES OF WORK.THE FINAL Filj+ 1- TYPICAL PAVEMENT SECTIONS SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE. B VAR. SLOPE NOT J z TO EXCEED 12:1 > fn p NOT TO SCALE C z z c> J w O n_ GENERAL NOTES: J J LL HD HINGES AND CANE BOLTS. _ w a ^ -A 1. MORTAR JOINTS I/2"TO 1/8"THICK. B BACK OF 6'-0" 4'0" MIN 6'-0" o E a U �� ° 24" CONCRETE FILL = 2. CLASS"B"CONCRETE TO BE USED THROUGHOUT. B SIDEWALK 6X6X1/4 TS COLUMN, O C UJI p I 7 FILL WITH CONCRETE, 3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. C TOP OFF a H _ SLOPE CAP, PAINT W/ e 4. DEDUCT FOR PIPE'S FROM TOTAL CU.YARDS OF BRICK MASONRY. CURB t,-- _ °- - UJ EPDXY. ^ _ _ �./J a n a MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN 5. ALL CATCH BASINS OVER T-6"IN DEPTH TO BE PROVIDED WITH STEPS V-2" LIP NOT TO 7 L ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH STD.NO.840.66. L GUTTER �- -_ DIMENSIONS OF BOX AND PIPE COVER LINE EXCEED 1/4" O - - FRONT ELEVATION PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL 6. USE TYPE"E","F"AND"G"GRATES UNLESS OTHERWISE INDICATED. DERESSED CURB D A B C G MIN H1 H2 E F NO. ENGTH NO. LENGTH NO. ENGTH LBS. ' ` 12" T-0" Z-2" 2'-3" 7. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"SOLID CONCRETE B STANDARD CURB STANDARD CURB v 15" T-O" 2'-2" 2'-6" BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. SECTION B-B 181, Z-10" 24" T-2" 8. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OR BOX,ADD TO BASE PARKING AREA RAMPS DOWNSPOUT CONNECTORS 30" 3'-4" T-4" 1'-10" T-4" 4 V-6" 3 T-1" 3 4'-1" 45 AS SHOWN ON NCDOT STD.No.840.00. 36" T-10" T-8" 2'-4" 4'-4" 4 2;-0" 4 T-1" 3 T-1" 49 g. FOR 8'-0"IN HEIGHT OR LESS,USE 8"WALLS. OVER 8'-0"IN HEIGHT,USE 12"WALL DEPRESSED 42" T-5" T-4" VAR. 2'-1" 3'-6" 4 1'-9" 3 T-3" 3 S-3" 38 SIDEWALK SLOPE 12:1 MAX Seals out problem Causing [debris and pests. TO 6'-0"FROM TOP OF WALL AND 8"WALL FOR THE REMAINING 6'-0". CURB 48" 5'-0" 4'-10" 2'-8" 3'-6" 4 2'-6" 4 3'-3" 3 3'-3" 40 QUALITIES TO BE ADJUSTED ACCORDINGLY. SIDEWALK ACCESS RAMP 54" T-O" 2'-2" 5'-7" 5'-4" S-3" 3'-6" 4 3'-0" 6 T-3" 3 S-3" 48 Fernco Flexible Downspout Connectors stretch easily over most common downspouts and drain pipes to seal out problem C3using debris and Tests- BACK OF CURB EXPANSION JOINT E+6 #4 BARS"V" Installation IS fast and simple- X � NORMAL GUTTER LINE 6 _- @3 EQUAL SPACES = � DEPRESSED GUTTER LIN 6, Y A - - Y i JOINT S 1 1/2" EXPANSION STANDARD CURB 1 1/2' MODELS - B - - _ SECTION C-C STD.STEPS#840.66 " w N STD.STEPS#840.66 I L R m R M 3'-0'�J 3'-0" U) U) NOTES: DSC-43-4`(101mm)Drain Pipe and 3"x2` (76 x 50mm)'rectangular N -- -- X �J LL = 8" B 8"MIN. - --- - Q¢ Q Downspout PLAN ELEVATION m� m �° - = s"MIN. A 8"MIN. � � 1. WALKING SURFACES SHALL BE SLIP RESISTANT. J NORMAL CURB AND GUTTER ON LIGHT GRADES �� COLORS FOR THE RAMP SHALL BE DARK DSC-33-3'(76mm)Drain Pipe and 3`(76mm)round or 2-'112'(i63.5mm) E USE ON FLAT GRADES 2%AND UNDER CHARCOAL GRAY FOR CONTRAST WITH LIGHT square Downspout `� FRAME,GRATE&HOOD I- C E SEE STD.NO.s40.03 PATHWAY COLORS AND LIGHT CONCRETE GRAY w DSC-'534-4' (101 mm)Drain Pipe and 5`x 3`rectangular Downspout x D � CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES S FOR CONTRAST WITH DARK PATHWAY COLORS G EXPANSION JOINT PLAN OF TOP SLAB SECTION-SS AND SHALL BE AN INTEGRAL PART OF THE 0 „ = D B NORMAL GUTTER LINE CONSTRUCTION MATERIAL. w DEPRESSED GUTTER LINE 2. NO SLOPE ON THE SIDEWALK ACCESS RAMP END ELEVATION 8"MIN. _ o #4 BARS"V" SHALL EXCEED 1"/1' (12:1) IN RELATIONSHIP () WHERE 30"TO 36"PIPE IS USED O 6, J SECTION-JJ � a ~~••+ r • � - - @ 3 EQUAL SPACES TO THE GRADE OF THE STREET. #8 BARS"W" SIDE ELEVATION � 3. IN NO CASE SHALL THE WIDTH OF THE ACCESS ---- _ o SECTION-MM � --' =----�' -`�< N RAMP BE LESS THAN 40" (3'-4") HOWEVER, o SECTION-XX RAMP WIDTH MAY EXCEED 40". vi M NOTES: 6'-0" ° 4. USE CLASS B(2,500-PSI) CONCRETE WITH i I I I I 00 6 SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH, ELEVATION I I I 16" E #4 BARS"U" NON-SKID TYPE SURFACE. SPECIFIC PRODUCT SHOWN FOR REFERENCE ONLY. NORMAL CURB AND GUTTER ON STEEP GRADES CONTRACTOR MAY SUBMIT EQUIVALENT PRODUCT FOR I I USE ON GRADES OVER 2 SUBSTITUTION APPROVAL. MODEL AND SIZE SHALL BE AS -; - - - - - - SECTION-RR 5. A 1/2" EXPANSION JOINT SHALL BE PLACED c9a NOTES: REQUIRED BASED ON BRANCH MAIN SIZE.EMITTERS SHALL J '-j:' � B J -s�� EXPANSION JOINTS WHERE THE ACCESS RAMP JOINS THE CURB. w SPECIFIC PRODUCT SHOWN FOR REFERENCE ONLY.CONTRACTOR MAY SUBMIT EQUIVALENT PRODUCT BE LOCATED A MINIMUM OF 6-FEET AWAY FROM BUILDING F =} z'=• ¢ M }•'-�_=: B M 6 6 REFER TO TYPICAL SIDEWALK DETAIL FOR 42 F A 4'-6" 4'-6"�I JOINT REQUIREMENTS. 42 FOR SUBSTITUTION APPROVAL. MODEL AND SIZE SHALL BE AS REQUIRED BASED ON DOWNSPOUT SIZE FOUNDATION IN AREAS WHERE CONNECTION OF THE ¢ _ SPECIFIED BY THE ARCHITECT, REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS. BRANCH MAIN TO A PROPOSED STORM INLET STRUCTURE IS = Design By: TSG NOT VIABLE. °r I o0 i DOWNSPOUT CONNECTOR i i I I _ TYPICAL ACCESSIBLE CURB RAMP Date: 03.01.24 ° NOT TO SCALE I I I PLAN s'-o° NOT TO SCALE Project#: P230604 POP-UP EMITTER WITH ELBOW I SECTION-YY REV# DATE DESCRIPTION NOT TO SCALE PLAN PLAN STANDARD CONCRETE CATCH BASIN ALL CONSTRUCTION TO BE IN ACCORDANCE WITH LOCAL MUNICIPALITY, SHEET N Q NOT TO SCALE NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS C900 M N O N_ Q