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HomeMy WebLinkAboutpg 12a N r r•i 0 w ti D 0 U N I E E 0 I N N I 0 s a 0 v 3 i 0 C N � N E V _ 3 V BACK OF CURB FRAME, GRATE, AND HOOD DRAWN BY' RSW / CCB X SID. ND. 840.03 -/7 NOTES MORTAR JOINTS }' TO d" THICK. S r / TOP ELEVATION USE CLASS'S' CONCRETE THOU GHTOUT. %EjXPAN ION J01 JMK, JR. Y Y i - USE FORTIS FOR CONSTRUCTION OF THE BOTTOM SUB. CHECKED: DEDUT FOR PIPE(S) FROM TOTAL CU. IDS. OF BRICK MASONRY. Ir 4' -e' E PROVIDE ALL CATCH BASINS OVER Y -6' M4 DEPTH 1X91 STEPS 12' �• D. 840.03 REVIEWED: ON CENTER. USE STEPS WHICH COMPLY MTH STD. DRAWING 840.66. 64 BARS •r USE TYPE 'E' , 'F", AND 'O- GRATES UNLESS OTHERWISE INDICATED. O EQUAL SPACES t AME, JMK, JR. 8• USE BRICK OF CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS 3" MIN. OF SECTION 840 OF THE STANDARD SPECIFICATIONS ---III o DATE: AUGUST 2012 I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX ADD TO SUB - AS SHOWN ON STD. NO. 840.00. R R FOR 8' -0° IN HEIGHT OF LESS, USE S' WALL. OVER 8•-0' M HEIGHT, USE 12' WALL TO W -0' FROM TOP OF WALL AND B' WALL FOR THE REMAINING � ° W -0'. QUANTITIES TO BE ADJUSTED ACCORDINGLY. 81 i U R W X CONSTRUCT WTIi THE PIPE CROWNS MATCHING. L� J �, I�,,._O• / _ CHAMFER ALL EXPOSED CORNERS 1. Sj III' °O �- Flexible Plastic `''' DRAWING NOT TO SCALE S ° CURB AND GUTTER • ` SECTION •XX TOP ELEVATION WITH CATCH WIN ON STEEP GRADES W Type Joints Z o °- TOP ELE ATION STEPS - STD. N0. 840,66 B• FRAME GRATE AND HOOD Th STEPS -STD. NO. SECTION - SS 6• K -- -�-� -- .. SEE STD. NO. 840.03 TOP ELEVATION --- _ - - - -__ - - -- S-1 USE ON FLAT GRADES 2% AND UNDER PLAN OF TOP S1Ag Imo_ c �I B ® W EXPANSION 1 OG JOINT EPRjSSED GUTTER LINE _ Tr - I r LL E 3' -0" ELEVATION 3' -0'- _F Tr I C) OUTLET NORMAL CURB AND GUM ON LIGHT GRADES U or J MIN SECTION - YY I 8 "W" BARS TOP ELEVAHRRANSION JOINT � {�4 BARS -V' 6• NORMAL GUTTER LINE M '''�I.t''� C7 6" ®3 EQUAL SPACES e' USE ON GRADES OVER 6" I L �"� Lt_ C) MIN. U O -1 O 6• .. • a . ".r.: ,.• /:: - :..... SECTION - RR ~ = RISER HL SECTION J -J MIN. .:.`.,..:.= EPRESS D GUTTER LINE Specifications: N.C. Department of Transportation r/'1 tr VARIES WHERE 30" TO 36" PIPE IS USED SECTION M -M w M V J W F E WHERE 42' TO 54" PIPE IS USED. -GJ ELEVATION NORMAL CURB AND GUTTER ON STEEP GRADES rr- WHERE 30' TO 36" PIPE IS USED. 1 WHERE 47 TO 54" PIPE IS USED. I L DETAIL SHOWING METHOD OF RISER CONSTRUCTION J j J M M -,_ --- - - - - -- ---- '- - - -- I 1 RISER HT. _ L� urr- VARIES 11 I I I I lit If 1. ID I WALL I OD I L I A 1 i r 1' ' 111 • ' G ICI All • 1 1 A Maw WT 12 1 2 1 16 1 75 4 23'1 5111 23! 141 �a.'9 131 131 11 11 722 It 24 191 743 27 7 T -4° 47 2 30 17 e 161 17 161 2 2 1038 18 2 12 23 74 a 9 27 471 Ffr7i��OO��000000se00 206'- 201 201 191 2 2 1426 24 3 30 80 9 43 37 471 r[FT$� 1 .: Er[r11:!stl��r 21 261 11 , 4'-4" mi�r�LCa +�os��oovavaeoesnPrarrs 31 37 77 12 542 222 60 34 33 332 322 3 216 2990 36 m a •. �s 11 1 r �m���oo��Ii00000000ssra�nPZ 71 401 40 391 39 31 31 3960 0.238 4Y 4' -8. 4' -8" 4• -9" 22 5•-9" 6'-0° :n�� 1.333 2.503 11 11 m��TerT�oo 48. 5'-4' 5 -4" 5' -3' 26 1�olooee000lvv 6' -8° 6' -8' 1.64& 2.940 0.560 0.313 0.422 54° 5'-10'5'-10 1 ,: fiFZai�'i4! 28 HA 1 1 T -2- F!ik3dr5i!'i6iiE7Sl�Oriri[� 3.502 0.604 0.396 0.535 60" "WT-T, 6' -6. '[ �isl�i©[ 6' -3" 3i 7' -7' SQlili�iisfrl 7'-10*1 2.272 •�fr�7l!•Ir]Fii�id::�s'AiY� 0.658 0.489 0.660 i i 1 i�saasr�larrya 8' -2' a -5' 6' -5" 2.624 id�1i L �'>+ �La1+ o�ma�elm���wr��rrxs�(,�.5.1���� r '�m�la�rea.1+©mio��nomr�L�Tav ©moo 1 t n�Tx>.n��s�� •�i;• 1 , cea© mr�o��F ,�+�>e���r:>.�i�1a ©�E>i�� I 1 r11��u��•�:1::�ra�rr• ID I WALL I OD I L I A 1 B 1 C E F G H J K M WT 12 1 2 1 16 1 75 4 23'1 5111 23! 141 131 131 131 11 11 722 15 24 191 743 27 7 T -4° 47 2 30 17 e 161 17 161 2 2 1038 18 2 12 23 74 a 9 27 471 36 206'- 201 201 191 2 2 1426 24 3 30 80 9 43 37 471 271 271 3' -0" 261 21 261 2L' 15 4'-4" 2137 30 31 37 77 12 542 222 60 34 33 332 322 3 216 2990 36 4 44 9712 16 60 372 71 401 40 391 39 31 31 3960 ~ �"° SCALE: NT6 1i1 PLAN • RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOR HEIGH U PUN STATE OF STATE OF Reinforced Precast Concrete m NORTH CAROLINA STANDARD BRICK CATCH BASIN SHEET 1 of 2 NORTH CAROLINA STANDARD BRICK CATCH BASIN SHEET 2 OF 2 Flared End Section � DEPT. OF TRANSPORTATION DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS 12" THRU 54" PIPE I'; 840.01 DIVISION OF HIGHWAYS 12" THRU 54" PIPE (NTS) 840.01 m RALEIGH, N.C. (N) RALEIGH, N.C. _F E OPOONPL MANHOLE E ' M 2 3/4' 1 DETAIL SHOWING TYPES OF GRATES i� 8• Y A 8' USE CLASS b• CONCRETE THOUGHOUR. f- \ P P TO BE USED ACCORDING TO WATER FLOW. I f-6' i C aDMFER w' E>�FD CORDS 1 -' p O B j J. `` MDAR JOINTS 1/2• 2 2' -11 3 4' �'. CONCAVED TOO ALL E J06NIS TYPE 'G' TYPE "E" TYPE "F• X X % "''" Go 3 D" r u\ D USE FORMS ro CONSTRUCTION 74E 60n0M SLAB. m ALIGN FRAME MTH INSIDE d" �� op ♦y EDGE OF WALL ro ALLOW SECTION - LL SECTION -N MM aweD ROCK COAL PFRMRIED. ca1cl>ETE TRICK DR 4• SOLD CONCRETE E L BE P MY BE USED N CONCRETE IC CLAY BRICK. FOR VETICAL ADJUSTMENT WATER FLOW SAG / WATER FLOW +� a A A FOR 8'-0' IN NDGFR OR LESS. USE 8• WALL OrfR e'-0' IN j -U* FROM TOP OF WIL AM Er WALL D O / n 0000000 0000000 FIB *115E NE1WNeJG ol_] �DIMD&pNS AND O TO BE tOy D O WALL SECTION 31 4' A O A I 0000000 0000000 'p A)IJUS(ED ACCORDINGLY. AS SZ - 1j, �3/4- Y C F REINFORCED CONCRETE PIPE IS SET N BASE SLAB OF BOX, O ADD 10 BASE u SHgYN ON STANDARD N0, 840.09. U 11 PLAN SC. TO C. WWII STEPS I f ON CENTERS. SI P8 DEPTH SFALL SHALL BE IN HaO y 0 o SECTION - BB r e secnoN - B B SEE STANDARD 64054 WTIH SID. NO. 640.66. Z FOR MANHOLE COVER & MINE ADJUST THE STEEL, CONCRETE AND BRICK MASONRY OUANTIIES Q 1 1 2 5 6 OPTIONAL TO INCLUDE THE ADDMON OF THE MANHOLE (LE DIAGONAL BARS y W 8MCK MAY BE USED TO SHORTENED MOUND OPDMHG IN TOP SLAB, ADRTYJIUIL VARMBLE B SECTION - PP SECTION - NN - 1 ADJUST FRAME & COVER HEIGHT ,ANN ING N T .) TO w J - N WATER FLOW SAG E WATER FLOW �'- CO ij PLAN 6 �� I 2 1/4 O SURFACE MAX 1' ng BEMR014 is 12 FEET. All FRAME. GRATE, & HOOD ASSY - 1.170 " SECTION - A A t 2 -O• .9757 .2444174 TYPE 'r TYPE "E' TYPE -G " -� (TYPE - E) t "' C0 w L20-41r7 �/4" CURET PEE 14. 508 2 3/4' K L M 2.731 1 RAISED FLOW ARROW �+ RAISED FLOW ARROW 2'-G" 1 16' HIGH �. 1/16' HIGH A , E OR F t 1 C77 2.731 4. 505 -T M1£1 R3E -a' ` Er tt1§1111 d ' SECTION - AA L M , , 2 " ' B +,6 SECTION 2d" „, 1 1/2- - C -C OR D -D ; J 7- \ SECTION X -X OUTLET ELEVATION U - •d 0.975 I 01�0 FRAME PLAN Q 1 3/4- I SEE STANDARD 840.54 FOR MANHOLE COVER & FRAME SECTION - JJ ' 0P11 ON& BRICK MAY BE USED TO • 1 3 4- 1 1/2-R ADJUST FRAME & COVER 7.5640° 6' 0 SURFACE ELEVATION MAX. 1' R f is i /8'R 7 /8 -HH i f1 1/12 v I W 6' Fm. uxr 2' -it 3/4" - .-- . - - - - -- -- 3 V R. 2.341 21.0749 /2'R 1.1708 17.1 22 1 1/2'1 1 3/4' SECTION - A A 1.1708- 7.4153 1.5368 §. i._T }. 2' 1 t 1x7/8• 1/8• 3}- R n1- Mr 8 SECTION - KK � SECTION - A A�oN�� HOOD ELEVATION SECTION - RR (TYPE - F) (TYPE G) B - •' •y : , ♦..:. SECTION Y -Y DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES F- O W x LIL h Z REINFORCEMENT BARS TOP SLAB DIMENSIONS CUBIC O O DEDUCTIONS FOR ONE PIPE CU. YDS. PIPE W I- HEIGI{T CONC. BRICK MASONRY Z A VJ H Q LENGTH W F a- MIN. HEIGHT WALL PER FT. HT. C.S. RC. ~ �"° SCALE: NT6 1i1 PLAN • RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOR HEIGH U PUN STATE OF STATE OF Reinforced Precast Concrete m NORTH CAROLINA STANDARD BRICK CATCH BASIN SHEET 1 of 2 NORTH CAROLINA STANDARD BRICK CATCH BASIN SHEET 2 OF 2 Flared End Section � DEPT. OF TRANSPORTATION DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS 12" THRU 54" PIPE I'; 840.01 DIVISION OF HIGHWAYS 12" THRU 54" PIPE (NTS) 840.01 m RALEIGH, N.C. (N) RALEIGH, N.C. _F E OPOONPL MANHOLE E ' M 2 3/4' 1 DETAIL SHOWING TYPES OF GRATES i� 8• Y A 8' USE CLASS b• CONCRETE THOUGHOUR. f- \ P P TO BE USED ACCORDING TO WATER FLOW. I f-6' i C aDMFER w' E>�FD CORDS 1 -' p O B j J. `` MDAR JOINTS 1/2• 2 2' -11 3 4' �'. CONCAVED TOO ALL E J06NIS TYPE 'G' TYPE "E" TYPE "F• X X % "''" Go 3 D" r u\ D USE FORMS ro CONSTRUCTION 74E 60n0M SLAB. m ALIGN FRAME MTH INSIDE d" �� op ♦y EDGE OF WALL ro ALLOW SECTION - LL SECTION -N MM aweD ROCK COAL PFRMRIED. ca1cl>ETE TRICK DR 4• SOLD CONCRETE E L BE P MY BE USED N CONCRETE IC CLAY BRICK. FOR VETICAL ADJUSTMENT WATER FLOW SAG / WATER FLOW +� a A A FOR 8'-0' IN NDGFR OR LESS. USE 8• WALL OrfR e'-0' IN j -U* FROM TOP OF WIL AM Er WALL D O / n 0000000 0000000 FIB *115E NE1WNeJG ol_] �DIMD&pNS AND O TO BE tOy D O WALL SECTION 31 4' A O A I 0000000 0000000 'p A)IJUS(ED ACCORDINGLY. AS SZ - 1j, �3/4- Y C F REINFORCED CONCRETE PIPE IS SET N BASE SLAB OF BOX, O ADD 10 BASE u SHgYN ON STANDARD N0, 840.09. U 11 PLAN SC. TO C. WWII STEPS I f ON CENTERS. SI P8 DEPTH SFALL SHALL BE IN HaO y 0 o SECTION - BB r e secnoN - B B SEE STANDARD 64054 WTIH SID. NO. 640.66. Z FOR MANHOLE COVER & MINE ADJUST THE STEEL, CONCRETE AND BRICK MASONRY OUANTIIES Q 1 1 2 5 6 OPTIONAL TO INCLUDE THE ADDMON OF THE MANHOLE (LE DIAGONAL BARS y W 8MCK MAY BE USED TO SHORTENED MOUND OPDMHG IN TOP SLAB, ADRTYJIUIL VARMBLE B SECTION - PP SECTION - NN - 1 ADJUST FRAME & COVER HEIGHT ,ANN ING N T .) TO w J - N WATER FLOW SAG E WATER FLOW �'- CO ij PLAN 6 �� I 2 1/4 O SURFACE MAX 1' ng BEMR014 is 12 FEET. All FRAME. GRATE, & HOOD ASSY - 1.170 " SECTION - A A t 2 -O• .9757 .2444174 TYPE 'r TYPE "E' TYPE -G " -� (TYPE - E) t "' C0 w L20-41r7 �/4" CURET PEE 14. 508 2 3/4' K L M 2.731 1 RAISED FLOW ARROW �+ RAISED FLOW ARROW 2'-G" 1 16' HIGH �. 1/16' HIGH A , E OR F t 1 C77 2.731 4. 505 -T M1£1 R3E -a' ` Er tt1§1111 d ' SECTION - AA L M , , 2 " ' B +,6 SECTION 2d" „, 1 1/2- - C -C OR D -D ; J 7- \ SECTION X -X OUTLET ELEVATION U - •d 0.975 I 01�0 FRAME PLAN Q 1 3/4- I SEE STANDARD 840.54 FOR MANHOLE COVER & FRAME SECTION - JJ ' 0P11 ON& BRICK MAY BE USED TO • 1 3 4- 1 1/2-R ADJUST FRAME & COVER 7.5640° 6' 0 SURFACE ELEVATION MAX. 1' R f is i /8'R 7 /8 -HH i f1 1/12 v I W 6' Fm. uxr 2' -it 3/4" - .-- . - - - - -- -- 3 V R. 2.341 21.0749 /2'R 1.1708 17.1 22 1 1/2'1 1 3/4' SECTION - A A 1.1708- 7.4153 1.5368 §. i._T }. 2' 1 t 1x7/8• 1/8• 3}- R n1- Mr 8 SECTION - KK � SECTION - A A�oN�� HOOD ELEVATION SECTION - RR (TYPE - F) (TYPE G) B - •' •y : , ♦..:. SECTION Y -Y DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES DIM'S OF BOX & PIPE REINFORCEMENT BARS TOP SLAB DIMENSIONS CUBIC YARDS DEDUCTIONS FOR ONE PIPE CU. YDS. PIPE SPAN WIDTH HEIGI{T CONC. BRICK MASONRY D A B H NO. LENGTH E F BASE & COVER MIN. HEIGHT WALL PER FT. HT. C.S. RC. 12. 2' -0" 2' -W 2' -3° 12 Y -1° 3'-4' T -4° 0.412 0.591 0.263 0.020 0.032 15" 2' -0" 2' -0" 2' -6- 12 1 3' -1' 7-4' 3' -4' 0.412 0.657 0.263 0.031 0.047 18' 2'-4° 2' -4° I 2' -9" 14 3' -5' S -8' 3' -8" 0.498 0314 0.296 0.044 0.065 24' Y -0' 3' -0" S -3' 16 a -1' 4'-4" 4' -4' 0.695 1.176 0.362 0.078 0.113 30" Y -4" S -4" Y -9' 16 4' -5° 4' -8' 4' -B' 10.807 1.481 0.395 1 0.122 0.170 36. 4' -0" 4' -0' 4' -3' 20 5' -1" 5' -4' 5' -4' 1.053 1.959 0.461 0.176 0.238 4Y 4' -8. 4' -8" 4• -9" 22 5•-9" 6'-0° 6' -0' 1.333 2.503 0.527 0.240 0.323 48. 5'-4' 5 -4" 5' -3' 26 6' -5" 6' -8° 6' -8' 1.64& 2.940 0.560 0.313 0.422 54° 5'-10'5'-10 5' -9" 28 6' -11' T -2' T -2- 1.902 3.502 0.604 0.396 0.535 60" "WT-T, 6' -6. 6' -6° 6' -3" 3i 7' -7' ' -10 7'-10*1 2.272 4.113 0.658 0.489 0.660 7' -1' 6_ -9' 32 8' -2' a -5' 6' -5" 2.624 4.778 If 0.591 0.798 STATE (- STATE OF STATE OF STATE OF C NORTH CAROLINA STANDARD FRAME, GRATES, AND HOOD SHEET 1 OF 2 NORTH CAROLINA STANDARC) FRAME, GRATES, AND HOOD SHEET z of z NORTH CAROLINA STANDARD BRICK JUNCTION BOX SHEET 1 of 1 O J w DEPT. OF TRANSPORTATION DEPT. OF TRANSPORTATION DEPT. OF TRANSPORTATION WITH OPTIONAL MANHOLE LL DIVISION OF HIGHWAYS FOR USE ON STANDARD CATCH BASIN (N.T -S.) 840.03 DIVISION OF HIGHWAYS FOR USE ON STANDARD CATCH BASIN (N.T.S.) 840.03 DIVISION OF HIGHWAYS ( ) 840.32 LL _} tf) RALEIGH, N.C. RALEIGH, N.C, RALEICdi, N.C. 1Z" THRU 66° PIPE NTS ®> Lr) ,;I- Y 0 w GENERAL NOTES: 3. -6" W r MORTAR JOINTS 1/2" TO 1/8- THICK. m W m T z USE CLASS 'B" CONCRETE THROUGHOUT. _ USE FORMS FOR CONSTRUCTIOIN OF THE BOTTOM SLAB. F LO % 0 U DEDUCT FOR PIPES) FROM TOTAL CU YDS OF BRICK MASONRY d- Q CRASS MEDIAN OR 1} �_ -H I 1�„ CUBIC YARDS BRICK MASONRY x a x PROVIDE ALL CATCH BASINS OVER 3' -6' IN DEPTH WITH STEPS 12' PIPE WIloilo 1111111 :`" HEIGHT LO ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. USE BRICK OR CONCRETE BLOCK WHICH COMPUES WITH THE REQUIREMENTS O C co O CIO OF SECTION 840 OF THE STANDARD SPECIFICATIONS. WN B VAMS Q 0 (0 -H 1' -4" 1'-7 " 2' -0° STATE (- STATE OF STATE OF STATE OF C NORTH CAROLINA STANDARD FRAME, GRATES, AND HOOD SHEET 1 OF 2 NORTH CAROLINA STANDARC) FRAME, GRATES, AND HOOD SHEET z of z NORTH CAROLINA STANDARD BRICK JUNCTION BOX SHEET 1 of 1 O J w DEPT. OF TRANSPORTATION DEPT. OF TRANSPORTATION DEPT. OF TRANSPORTATION WITH OPTIONAL MANHOLE LL DIVISION OF HIGHWAYS FOR USE ON STANDARD CATCH BASIN (N.T -S.) 840.03 DIVISION OF HIGHWAYS FOR USE ON STANDARD CATCH BASIN (N.T.S.) 840.03 DIVISION OF HIGHWAYS ( ) 840.32 LL _} tf) RALEIGH, N.C. RALEIGH, N.C, RALEICdi, N.C. 1Z" THRU 66° PIPE NTS ®> Lr) ,;I- Y 0 w GENERAL NOTES: 3. -6" W r MORTAR JOINTS 1/2" TO 1/8- THICK. m W m T z USE CLASS 'B" CONCRETE THROUGHOUT. _ USE FORMS FOR CONSTRUCTIOIN OF THE BOTTOM SLAB. F LO % 0 U DEDUCT FOR PIPES) FROM TOTAL CU YDS OF BRICK MASONRY d- Q CRASS MEDIAN OR 1} �_ -H I 1�„ CUBIC YARDS BRICK MASONRY x a x PROVIDE ALL CATCH BASINS OVER 3' -6' IN DEPTH WITH STEPS 12' PIPE CONCRETE ISIAND STD. 840.038 FRAME, FULL Wf�- GRATE AND HOOD O HEIGHT D ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. USE BRICK OR CONCRETE BLOCK WHICH COMPUES WITH THE REQUIREMENTS B C !� O TOTAL ROCK MASONRY FOR MIN. HEIGHT, H OF SECTION 840 OF THE STANDARD SPECIFICATIONS. 1- DEPRESSION B VAMS A -H 1' -4" 1'-7 " 2' -0° IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF 80X, ADD TO 9AH 0.313 FLOW LINE � 0.032 MEt AS SHOWN ON STD. NO. WOO. FOR 8' -0" IN HEIV OR LESS, USE 8- WALL AVER 8' -0- IN HE] USE WALL AND WALL FOR 0 0.268 15UND GRASS CATCH BpyN 12• WALL TO 6' -0 FROM TOP OF 8 THE REMAINING _ -- V -0 °. QUANTHIES TO BE ADJUSTED ACCORDINGLY. g 1' -76„ 1' -7 " 2' 18" 8AOA1 2' -6" CONSTRUCT 2" RECORD DOCUMENTS S -0 " 0.268 DO BRICKPMASONRYY DROPCNLET IN LOCATIONS SUBJECT TO TRAFFIC 0.835 B A 30" S -0" Y CHAMFER ALL EXPOSED CORNERS 1 ". S -6" I 10' -0'C 3' -1 1/2' TO' -0' \ 1 0.991 0.122 DRAWING NOT TO SCALE accuracy /completeness of this information and shall not be N F- responsible for any errors or omissions, which may be 6916 PAN VIEW N to- TP, - MCI< COPING R CaD,IU) SECTION G -G 10' -0' 7 -1 1/2- 10'-01 IT 1 �„ 1 �•• i � "0 1} �_ -H I 1�„ CUBIC YARDS BRICK MASONRY DEDUCTIONS FOR ONE PIPE PIPE SPAN O HEIGHT D A B H(MIN) _ O TOTAL ROCK MASONRY FOR MIN. HEIGHT, H CS. R.C. 12" 1' -4- -H 1' -4" 1'-7 " rLLM 0- _j I E I E G 2, -6„ I I �- -- 1- - - - - -- - -J i I ® 6Dsw" T F -'-J TOP ELEVATION R1 10 T CNtcN gp51N l E 1 SID. Salo PLAN OF GRATING PLAN OF FRAME $$Ep (ULT IRON FOR < FRAIE ANT) GRINE CAST IRON CAST IRON 9EPRE (i1.OW LINE LINE a NOTE: THIS DRAWING IS BASED �T ELEVATION ON A 5. OPENING ON CATCH BASIN 8' A B. SEE STANDARD NO. 840.01 8" B 8' STANDARD CATCH BASIN TRANSITION CB I FOR 24" ASPHALT WEDGE CURB - NIS 2' -3 1' - - 1' 1- 1• d SECTIONX -X• 1fl SECTION Y -Y 3' -3j" 2' -3j" R W R W 40'/50' / SLOPE 24'/30' SLOPE 1" PER FOOT MAX. 1" PER FOOT MAX. 1/4' PER FOOT MIN. 1 1/2" BIT. SUI:FACE 1/4- PER FOOT MIN. 2' A.xHALT WEDGE CURB 1=1 1 =1 I 7 1 /2" DIMENSIONS AND QUANTITIES FOR DROP INLET BASED ON MIN. HEIGHT, H DIM'S OF BOX & PIPE ICUBIC YARDS CONCREII CUBIC YARDS BRICK MASONRY DEDUCTIONS FOR ONE PIPE PIPE SPAN WIDTH HEIGHT D A B H(MIN) BOTTOM SLAB WALL PER FOOT HT. TOTAL ROCK MASONRY FOR MIN. HEIGHT, H CS. R.C. 12" S -0" 2' -0" 2' -0° 0.268 0.313 0.522 0.020 0.032 15" 67 2' -3" 0.268 0.313 0.313 0.600 0.678 0.031 0.D44 0.047 0.055 18" 2' -6" 0.268_ 24" RECORD DOCUMENTS S -0 " 0.268 0.313 0.835 0.078 0.113 30" S -0" 2' -0" S -6" _ 0.268 1 0.313 1 0.991 0.122 0.170 9" SAND -CLAY BASE Incor orated herein as a result. STATE OF STATE OF TYPICAL STREET SECTION NORTH CAROLINA STANDARD BRICK DROP INLET E T 1 OF 1 NORTH CAROLINA STANDARD DROP INLET FRAME AND GRATE SHEET 1 OF 1 112 OF 14 DEPT. OF TRANSPORt II DEPT OF TRANSPORTATION N.T.S. DIVISIION OHHNGCWAIl 12" THRU 30" PIPE {NTS) 840.1 rJ DIVISION OF HIGHWAYS FOR USE WITH STD. DWG..S 840.14 AND 840.15 840.16 RALEIGH, N.C. J.SHE LAST SAVED: 1/28/2013 3:54 PM LAST PLOTTED: 1/28/2013 3:57 PM PLOTTED BY: Ron Willioms FILENAME: G: \CURRENT JOBS \WEAVER FRANK \10 - 1224 -01 THE SUMMIT - SECTION FOUR \PLANS \DETAILS \MASTER- DI :IAILS.DWG SECTION H -H 3,_2 2' 2" Uj KM 67 2� " 2" 2" 2�„ 2" th 2 a RECORD DOCUMENTS SCALE HOR. VAO' The water utilities have been based on information provided 2' -6" by others. The design professional has not verified the SECTION E -E SECTION F -F VERT. V-4 BOOK NO. accuracy /completeness of this information and shall not be responsible for any errors or omissions, which may be 6916 SHEET 9" SAND -CLAY BASE Incor orated herein as a result. STATE OF STATE OF TYPICAL STREET SECTION NORTH CAROLINA STANDARD BRICK DROP INLET E T 1 OF 1 NORTH CAROLINA STANDARD DROP INLET FRAME AND GRATE SHEET 1 OF 1 112 OF 14 DEPT. OF TRANSPORt II DEPT OF TRANSPORTATION N.T.S. DIVISIION OHHNGCWAIl 12" THRU 30" PIPE {NTS) 840.1 rJ DIVISION OF HIGHWAYS FOR USE WITH STD. DWG..S 840.14 AND 840.15 840.16 RALEIGH, N.C. J.SHE LAST SAVED: 1/28/2013 3:54 PM LAST PLOTTED: 1/28/2013 3:57 PM PLOTTED BY: Ron Willioms FILENAME: G: \CURRENT JOBS \WEAVER FRANK \10 - 1224 -01 THE SUMMIT - SECTION FOUR \PLANS \DETAILS \MASTER- DI :IAILS.DWG