The URL can be used to link to this page

Home My WebLink AboutSW6230605_Plansheet - Misc. Detail_20230705 (7) z z /2" 3'-s ` ~Q 2 WEEP HOLES �Q 4Dsite O O O GEN RAL _ 1 7/2 Q a - Y�� USEEC ASSOTB" CONCRETE THROUGHOUT. Q Q - ■ 1 DEPRESSION w 5$rr rr Z Er 2 C) PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" z fr=U 1'-75/$" 1'-75/$'r / r=1�$ F W J d=Z I I ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. W J d H Z solutions r I I H I O O Cn OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O O_ civil engineering I land surveying CC Z 12" CENTERS AS DIRECTED BY THE ENGINEER. cc z _ W Q Q LL= X X W Q Q LL= 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 GE E ~C> O c� I USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 0 O office 910-426-6777 fax 1910-426-5777 license number I C-2354 <V Z� �G 0 - I =H z cc IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB <_ z l--1 wwwADsitesolutions.com rM �- O Cp �- ----1---- --� CI)F- OW - --- I - AS SHOWN ON STD. N0. 840.00. C/) OW LL H J - CONSTRUCT WITH PIPE CROWNS MATCHING. WO H Q CV O CV Z O H - - I SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. Z H 0 l>-1 INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. Do (L l>-1 r IL p INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A T_ p II r 0 POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. r 0 `��(�(//41 SECTION G - G \ I I CHAMFER ALL EXPOSED CORNERS 1". ` 1' 4% " F� Y I DRAWING NOT TO SCALE. ��OQ`�•FESS/O•;/ ''��j T 2 2 PLAN �� PLAN OF FRAME LO T WITH GRATE & FRAME REMOVED SEA _ 1'-7/$" 1'-7/g" CAST IRON o 027 PLAN OF GRATING BRICK COPING(INCIDENTAL) •.•GINE•.•' ?�� 2'_31/rl CAST IRON OLD < ZQ TOP ELEVATION DO ///CC)i 11111 f" 0 STD. FRAME O LL J 0 2 0 F-I T #4 BAR H Z W `� �'^`' 1/8 rr /$rr 1/8 rr 1/8 n Q 6" A 6„ 6„ B 6" < � d 0 OD 0 CL 1 " 1 " 1 " 1 " LU Cn p� o REVISIONS 3'-33/4'r 2'-33/4" a <Q 0 ¢ p Q7 1 ki6 rr 2 rr 0 co - 6" 0 1/$'r n Cr �$'r 1/ n Q U. 0 m I Q W 2 $ $ SECTION H - H 3V rr 3�rr I I 34 rr 3�rr I Cn W - J DOWEL W ~ 31-2'r I� J 2'-`Zrr I� � Q J � m SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18" � Q � N Q ~ SECTION X-X SECTION Y-Y Q o 21/$rr �� 21/$rr 0 a DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) 0 3'-13/4" CV CV 2'-13/rr N Cv C) �LLI DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR 0 0 PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE BOTTOM WALL PER TOTAL CONCRETE 3'-6" 2'-61 1 cc D A B H SLAB FT. HT. FOR MINIMUM C.M. R.C. O HEIGHT H LL 12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026 SECTION E - E SECTION F - F 15" 2'-3" 0.648 0.033 0.036 49 18" 2'-6" 0.703 0.033 0.049 24" 3'-0" 0.814 0.059 0.085 SHEET 1 OF 1 2'-0" 3'-6" 0.222 0.222 0.925 0.092 0.127 SHEET 1 F 1 840 . 16 840 . 14 z TYPE 4 MARKERS FOR END OF ROADWAY z GENERAL NOTES: O O "C/) WITHIN THE ROADWAY Y MORTAR JOINTS 1�" +/ %g" THICK. 3 MARKERS MINIMUM USE CLASS "B" CONCRETE THROUGHOUT. Q SIGN 6' TYP. 6' TYP. Q� - USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. 1z-1� U H cc U USE #4 BAR DOWELS AT 12" CENTERS. LL J r--1 z LL J I--I Z O O Cn= TYPICAL APPLICATION OF TYPE 1 OR TYPE 3 OBJECT MARKERS O O U)_ X X DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. OC z IS THE DELINEATION OF SIGN SUPPORTS OR RAISED ISLANDS. cc Z I -- PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" W Q Q LL= W Q Q LL= ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q Ucc O H Q U F-O H PROJECT NAME --- --- USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS �_' z W �_~z W OF SECTION 840 OF THE STANDARD SPECIFICATIONS. CA F-LLO J H LL O J z O U) TYPE 1 OBJECT MARKER SHOWN p O� I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O Cn AS SHOWN ON STD. NO. 840.00. FOR 8' 0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8' 0" IN HEIGHT, USE L H EL~ MITCHELL EL 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING T- w p 4' MIN. r LLJ 0 6'-0". QUANTITES TO BE ADJUSTED ACCORDINGLY. r p RAISED ISLAND r p y- I CONSTRUCT WITH PIPE CROWNS MATCHING. 4' MIN. PLAN SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES. FARMS WITH COPING REMOVED DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO TRAVELWAY 7' U CHANNEL POSTS 1.12 LB/FT PAVEMENT TRAFFIC. ( ) CHAMFER ALL EXPOSED CORNERS 1". TYPE 2 OR TYPE 3 MARKERS FOR OBSTRUCTIONS ADJACENT TO THE ROADWAY DRAWING NOT TO SCALE. SUBDIVISION BRICK COPING (INCIDENTAL) 0 BRIDGE TWO LANE ROADWAY TYPE 3 OBJECT MARKER � TOP ELEVATION O MOUNTED ON U-POST O STD. 840.16 - LL LL FRAME AND GRATE CD « « CD z Co ' J F-I �-» �- E.O.T. � W 8' A 8" g" B g" a HAZARD AREA 4' MIN. LU ZO O CC0 TRAVELWAY J 31 I SEE NOTE I 0 0 0 � Q #4 BAR Q = REAR OF SIGN IN MEDIAN Q V N STORM DETAILS a) ~ OVERHEAD BRIDGE CULVERT CD -3 rZ-1 CO 3`� MAX. PIPE THIS SIDE - 18" �'� N � ~ r TYPE 2 OBJECT MARKER >_ m SECTION X-X SECTION Y-Y m _ 41 �� 0 0 Q MOUNTED TO SIGN POST Q 411 6" Q Q DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) OD 4W 4' MIN. = 0 DIMENSIONS OF BOX & PIPE CUBIC YARDS CUBIC YARDS DEDUCTIONS FOR DOWEL PIPE SPAN WIDTH MIN. HEIGHT CONCRETE BRICK MASONRY ONE PIPE BOTTOM WALL PER TOTAL BRICK TRAVELWAY TRAVELWAY D A B H SLAB FOOT HT. MASONRY FOR C.S. R.C. MEDIAN MIN. HEIGHT, H 12" 3'-0" 2'-0" 2'-0" 0.268 0.313 0.522 0.020 0.032 15" 2'_3" 0.268 0.313 0.600 0.031 0.047 LEGEND 18" 2'-6" 0.268 0.313 0.678 0.044 0.065 TYPICAL APPLICATIONS OF TYPE 2 OR TYPE 3 OBJECT MARKERS INCLUDES DELINEATION OF BRIDGE PIERS, H- OBJECT MARKER CLIENT 24" 3'-0" 0.268 0.313 0.835 0.078 0.113 ABUTMENTS, HANDRAILS, CULVERT HEADWALLS, NARROW SHOULDERS, DROP-OFFS, OR OTHER UNDESIRABLE « DIRECTION OF 30" 3'-O" 2'-0" 3'-6" 0.268 0.313 0.991 0.122 0.170 SHEET 1 OF 1 CONDITIONS WHEN GUARDRAIL OR OTHER ROADSIDE PROTECTION IS NOT IN PLACE. » TRAFFIC FLOW SHEET 1 OF 1 840 . 15 1264 . 02 ABJ INVESTMENTS, E E GENERAL NOTES: o CHAMFER ALL EXPOSED CORNERS 1". o L L C A OPTIONAL MANHOLE Q A „ 6" �6' H 8"- 8 E USE CLASS "B" CONCRETE THROUGHOUT. OPTIONAL MANHOLE Q E GENERAL NOTES: Z =U Y g I C USE #4 BAR DOWELS AT 12" CENTERS. Z H= YMORTAR 8" C' CHAMFER ALL EXPOSED CORNERS 1". LL J Ei0-1 Z I 1 CONCAVEJOTOOTALL2EXPOSED JOINTS. W J a_";z USE CLASS "B" CONCRETE THROUGHOUT. O O Cn= _ _ _ - _ _ O O U)= ^ Z X X ' T USE FORMS TO CONSTRUCT THE BOTTOM SLAB. z �( _ _ �( r OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR U Q WO 2 `� - p i` p „ W Q Q LL 2 i - l i y �� [� #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. 0 C'3 - - /Ck• - ¢ �� Y I JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4 H U O Or - Q I-- H lr GO - ro 6 1 SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. Q H �t r- - - - m 6 in 7 �� 1 USE FORMS TO CONSTRUCT THE BOTTOM SLAB. 2 z LLl > 1 Im o � l-= z LV I IC m C0 0 1 Cl) O u_ cG w `l+ I LL FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN Cn H LL O J 2031 Middle Road 1 x w o �� I IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, �LLi--i J I /� a ~ � � H LL Q 0 / Q Q - � � - - m¢ � � HEIGHT, USE 12 WALL TO 6 -D FROM TOP OF WALL, AND 8 WALL O Q - - - - v ;�\ ,� i ADD TO BASE AS SHOWN ON STANDARD N0. 840.00. z H pC �.= r COca _ . i FOR THE REMAINING 6'-0". ADJUST DIMENSIONS AND QUANTITIES Z Cl) Fayetteville, North Carolina 28312 PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS F--> I I ACCORDINGLY. > Phone: (910) 824-1238 - - - - 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. T_ EL 0 F - - - - - IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, r Lu �' �I ADD TO BASE AS SHOWN ON STANDARD NO. 840.00, r Lu 6" - 3" 3' ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES T 8 3' 3` If r M TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS Y C PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS Y SEE STANDARD 840.54 C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE #4 BARS "A" 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. FOR MANHOLE COVER & FRAME #4 BARS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) PLAN SEE STANDARD 840.54 SPACED 6" PLAN OPTIONAL SC A TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP FOR MANHOLE COVER & FRAME ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES PROJECT INFORMATION OPTIONAL C. TO C. TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS BRICK MAY BE USED ELEVATION IS 12 FEET. SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE BRICK MAY BE USED TO HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) TO ADJUST FRAME & ADJUST FRAME & COVER a 6" COVER TO SURFACE TO SURFACE ELEVATION MAX. 1' MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO DESIGNED BY: SEAN/CH RIS N ELEVATION MAX. 1' 6" p•. / TOP ELEVATION IS 12 FEET. #4 BAR M HEADER 0 DRAWN BY: SEAN/CH RIS M Q X o• �• COURSES Q Li- ^ „ _ #4 BAR LL ^ CHECKED BY: SCOTT OUTLET PIPE r m W 1/ m x W M OUTLET PIPE a 0 0 J • - - z O W z C0 O W PROJECT NUMBER: 1894 w 6„ E OR F 11�2 H -� = W I o H = W p ..s A 6„ ¢ Z H 0 r 6„ E OR F 1%2n Q Z Z H INLET PIPE - - SECTION 0 ~ A I B + 16" _I 6"-.�-� � 0 g CL 6„ C-C OR D-D DOWEL p I-- _ INLET PIPE 6 SECTION p N DRAWING SCALE z SECTION X-X 0 z ¢ OUTLET ELEVATION C-C OR D-D DOWEL p ~ a o Cn °C � z SECTION X-X °� v z o DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES p DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES Q = NOT TO SCALE TOP SLAB Z SEE STANDARD 840.54 CUBIC YARDS Z H 2 2 DIMENSIONS OF BOX AND PIPE REINFORCEMENT CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE Q W d FOR MANHOLE COVER & FRAME DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB DEDUCTIONS FOR ONE Q 7 d DIMENSIONS 6" PIPE SPAN WIDTH HEIGHT BARS "A" IN BOX BOX AND SLABS PIPE CU.YDS. 0 PIPE SPAN WIDTH HEIGHT BARS DIMENSIONS CONC. BRICK MASONRY PIPE CU.YD5. 0 o Cn _ BRICK MAY BE USED TO Cn TOP & MIN. WALL PER '0 1�. X 6" TOP BOTTOM WALL( LBS. CU. YDS. ADJUST FRAME & COVER D A B H NO. LENGTH E F BOTTOM HEIGHT FT. HT. C.S. R.C. V = N DATE RELEASED i EXP. JOINT D A B H N0. LENGTH E F C.S. R.C. = N TO SURFACE ELEVATION MAX. 1 SLAB SLAB FT. OF HT. REINF MIN. "H" > Q � r 6" CU. YD. CU. YD. CU. YD. Q „ 12" 2'-0" 2'-0" 2'-3" 12 2'-9" 3'-0" 3'-01, 0.167 0.167 0.185 22 0.750 0.015 0.024 I--1 1 12" 2'-O" 2'-D" 2'-3" 12 3'-1" 3'-4" 3'-4" 0.412 0.591 0.263 0.020 0.032 Ri 0 1/ 9 0 Z ?� /4 X 8 EXP. JOINT p m MARCH 20, 2023 " V 15" 2'-3" 2'-3" 2'-6" 12 3'-0" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 Q Q 15" 2'-0" 2'-0" 2'-6" 12 3'-1" 3'-4" 3'-4" 0.412 0.657 0.263 0.031 0.047 Q s' „ „ „ 00 „ „ „ „ 0 e i = 18 2'-6 2'-6 2'-9 14 3'-3 3'-6 3'-6 0.227 0.227 0.222 30 1.065 0.033 0.049 � 1/„ 9„ 18 2'-4 2'-4 2'-9' 14 3'-5 3'-8 3'-8 0.498 0.814 0.296 0.044 0.065 y- 24" 3'-0" 3'-0" 3'-3" 16 3'-9" 4'-0" 4'-0" 0,296 0.296 0.259 40 1.434 0.059 0.085 24" 3'-0" 3'-0" 3'-3" 16 4'-1" 4'-4" 4'-4" 0.695 1.176 0.362 0.078 0.113 0 " " SHEET NUMBER � 30 3'-6 3'-6 3'-9" 18 4'-3" 4'-6" 4 -6 0.375 0.375 0.296 51 1.860 0.092 0.127 6" 0 x 30 3'-4" 3'-4" 3'-9" 16 4`-5 4'-8 4'-8" 0.807 1.481 0.395 0.122 0.170 ° 36" 4'-0" 4'-0" 4'-3" 20 4'-9" 5'-0" 5'-0" 0.463 0.463 0.333 64 2.341 0.132 0.178 36" 4'-0" 4'-0" 4'-3" 20 5'-1" 5'-4" 5'-4" 1.053 1.959 0.461 0.176 0.238 6 SEE NOTE 3' DOWEL 42" 4'-6" 4'-6" 4'-9" 22 5'-3" 5'-6" 5'-6" 0.560 0.560 0.370 77 2.878 0.180 0.243 42" 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'-3" 6'-4" 6'-4" 0.743 0.743 0.407 111 3.623 0.235 0.317 48" 5' 4" 5' 4" 5` 3" 26 6' 5" 6' 8" 6' 8" 1.646 2.940 0.560 0.313 0.422 rn SECTION i -Y 54" 5'-10" 5'-10" 5'-9" 28 6'-7" 6'-10" 6'-10" 0.865 0.865 0.444 126 4.283 0.297 0.401 6" 3" 54" 5'-10" 5'-10" 5'-9" 28 6'-11" 7'-2" 7'-2" 1.902 3.502 0.609 0.396 0.535 DOWEL C - 607 ° 60" 6'-6" 6'-6" 6'-3" 30 7'-3" 7'-6" 7'-6" 1.042 1.042 0.481 145 5.090 0.367 0.495 60" 6'-6" 6'-6" 6'-3" 30 7'-7" 7'-10" 7'-10" 2.272 4.113 0.658 0.469 0.660SHEET 1 OF 1 SECTION Y-Y SHEET 1 OF 1 66" 7'-1" 7'-1" 6'-9" 32 7'-10" 8'-1" 8'-1" 1.210 1,210 0.518 169 5.917 0.444 0.589 840 . 31 66" 7'-1" 7'-1" 6'-9" 32 8'-2" B'-5" 8'-5" 2.624 4.778 0.708 0.591 0.798 840 . 32 m m