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Home My WebLink AboutSW6220904_Plansheet - Misc. Detail_20221102 (6)4DSite Z GENERAL NOTES: Z O Cn BACK OF CURB FRAME GRATE AND HOOD O SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. H � QQ X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" Q Q Q F- 5/g" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q I- = solutions SLOPE AS INDICATED ON PLANS I --I O O U °'::o' .o' o' :D - TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT H 0= U LL J Q` ~ Z Y Y o 12" CENTERS AS DIRECTED BY THE ENGINEER. LL J civil en engineering land surveying g"� Y O O 0- _ °.: - - _ - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O 65 _ ^ 9 9I c� Z A cc Z 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 q" / H W Q LL = °' - - - o. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q LL = I / H U < O Or 00 c� °.. ° AS SHOWN ON STD. NO. 840.00. U O C. office 910-426-6777 fax 1910-426-5777 license number I C-2354 � = Z Fi 6" B 6" = USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. _ Z F1 wwwADsitesolutions.com W '°° ---- 0' W N Cn LL OH J o'. a•. a FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER Cn ~ LL O0 J 11/2:1 C.S. N O O O Q o. o.� D 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST cc O Q + o SLOPE PIPE Z QUANTITIES ACCORDINGLY. z H = 9 #4 BARS a H °'�'.D'' .o D' ° CONSTRUCT WITH PIPE CROWNS MATCHING. H p \ CL PLAN SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". r CL p � W X 3,r LU T TOP ELEVATION SECTION X-X DRAWING NOT TO SCALE. *- ```��,`N CARO11C�i��G ••..•... P LAN M H F o 12 TOP ELEVATION = SEA B- - - r6- F FRAME GRATE AND HOOD STEPS - STD. N0. 840.66 FOOTING SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 (IF CONST. JOINT IS USED) DOWEL W Err a A G M G END ELEVATION BAR - "X" o Z wTOP ELEVATION ------YI o a `AO0 ZW Cn 1 Err°. D.. B-F o EDOWELS IN ENOWALL WITH C. S. PIPE Z J o o" ' o° o 'o" "o' :o 'a" aE-� o' Z Q WPIPE SINGLE PIPE DOUBLE PIPE = 1. 6" G 6"LOC. DIA. 15" 18" 24" 30" 36" 42" 48" 15" 18" 24" 30" 36" 42" 48" Q SECTION Y-Y61,C6ir CL BARS rrXrr rrXrr rrXrr rrXrr IIX" rrXrr Y* rrXrr Y* rrXrr rrXrr "Xrr rrXrr rrXrr rrXrr Y* Y* N.I .o.D .0 . D :: pREVISIONS G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 p a CL RISER HT.M QTY. - --- --2 -2 1 1 1 2 2 2 2 2 Q Q d VARIES o � QVLO G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 p �j ;o° -��.. '.o° ' °' pDOWEL r - - 6rr °....D, o D. °. .D. =L Z 0TOTAL LBS. 9 9 14 14 19 53 62 12 12 16 19 23 735 W o T - o Q'�. o Z W � Q Z 6" T SECTION J- J o.. :.' H H OPTIONAL CONSTRUCTION JOINT ~ W D'o WHERE 30" TO 36" PIPE IS USED CA m °: SEE NOTE SECTION M-M LU �- W = WHERE 42" TO 54" PIPE IS USED �- N ELEVATION DIMENSIONS AND CONCRETE QUANTITIES Q W 0 = WHERE 30" TO 36" PIPE IS USED USING CORRUGATED STEEL PIPE o W 0 ~ RISER HT. Q Z 0 0 0 COMMON SINGLE PIPE DOUBLE PIPE Q 0 �r - Q V O J o.. J O D H B G L YD3 M L YD3 tY Z r - - - - - - - - - - o M o M 15" 3'-4" 1'-8" 2'-6" 5'-0" 0.7 1'-11" 6'-11" 1.0 Q a of B - 18" 3'-7" 1'-10" 2'-11" 5'-10" 1.0 2'-3" 8'-1" 1.2 V 6 �' A A vo, p 24" 4'-1" 2'-1" 3' 8" 7'-4" 1.4 3'-0" 10' 4" 1.9 r rr r- rr r n w �.°� LL m 30"4'-7" 2 4 4'-5" 8 10 2.0 3'- 9 12 -7 2.7 E42 5'-1" 2'-7" 5'-2" 10'-4" 2.8 WHERE 42" TO 54" PIPE IS USED L _ �':p- -o•' D °' D °' o' 4'-6" 14'-10" 3.8 5'-7" 2'-10" 5'-11" 1l'-10" 3.8 5'-3" 17r-1"5.0 DETAIL SHOWING METHOD 6'-1" 3'-1" 6'-8" 13'-4" 4.9 6'-0" 19'-4" 7.5 SHEET 2 OF 3 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 *SEE SHEET 3 3 .0 40.02 BACK OF CURB FRAME GRATE AND HOOD NOTES: MORTAR JOINTS %2" +/- 1/8" THICK. Z Z X SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. O S O TOP ELEVATION I- EXPANSION JOINTS Sjg" 1, Olr USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q Q Q Q DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. Z H 2 , 6" E�'j 4'-6" 4'-6" < - Y Y USE #4 BAR DOWELS AT 12" CENTERS FOR ALL PIPE SIZES. I-I0C.r3 V I 6" 6' O U PROVIDE ALL CATCH BASINS OVER T-6" IN DEPTH WITH STEPS 12" W J CL Z #4 BARS "V" STD. 840.03 FRAME, W J L ~ Z [J=A _ _ _ - ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. O 0 (n = ^ @ EQUAL SPACES GRATE & HOOD o c m USE TYPE "E", 'IF" AND "G" GRATES UNLESS OTHERWISE INDICATED. LU Q Z LL = 1 /2 1 /2 Q Z = B USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS � U H 0 C-D 3 1 1 \ / / Q U O CO -I PROJECT NAME 8" 8" = OF SECTION 840 OF THE STANDARD SPECIFICATIONS. Q MIN. MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB U) F- OZ W \ EEM / C~ ZO W AS SHOWN ON STD. NO. 840.00. V- J / = LL J LU MIN. D FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE O O C� R �� rn R �� = w I O o CA _ 6'- WALL TO QUANTITIES FROM TOP OF WALL AND 8" WALL FOR THE REMAINING Z � " ? Ua ? a PLAN I-- 6 D z �'-' HIDDEN 6'-0". QUANTITES TO BE ADJUSTED ACCORDINGLY. t-I I a < H PLAN X T CONSTRUCT WITH PIPE CROWNS MATCHING. r CL L `� `) IL TSEE NOTE W p Q -j ¢ w w CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r W SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". r p 00 a w TOP ELEVATION - d o Lu TOP r p VALLEY � � � DRAWING NOT TO SCALE. �t w _ co ou ih USE ON FLAT ELEV. EXPANSION JOINT 6 GRADES 2% AND UNDER \ 7 _ _ _ _ _ _ _ _ FRAME GRATE AND HOOD TOP ELEVATION 3' O"1 13' 011 DEPRESSED GUTTER LINE SUBDIVISION SEE STD.NO. 840.03 STEPS - STD. N0. 840.66 8,r 8rl � STEPS STD. N0. 840.66 S A EXPANSION JOINT MIN. MIN. = o TOP ELEVATION PLAN OF TOP SLAB SECTION S-S 6rr A o ELEVATION o Z I 6" B E W NORMAL CURB AND GUTTER ON LIGHT GRADES LL '.o.'.. '.o.' E C.'3 IZ'1 C3 0 C = G _ F-I y EXPANSION JOINT NORMAL GUTTER LINE H m W �z SECTION Y-Y 8" D MIN. MIN. Q CO d 6" E #8 "W" BARS #4 BAR 8„ TOP Q MIN. D MIN. p W #4 BARS "V" CAI USE ON GRADES OVER 2% ELEV. Q = RISER HT. _ @ EQUAL SPACES _ _ LO 10" 6DEPRESSED GUTTER LINE Q LO VARIES 6"MIN. o o.' ° - �:°.' ° y EXPANSION JOINT MAX J_ T z ca, _ #4 BARS "�" "6- ! z STORM WATER 8" T SECTION J-J sEE NOTE gI,MIN. o°.'...'..°°.'....'-.5.....'_'.°°.....'_ Q 1/2 Q W 2 �or0 0 1 II MIN. WHERE 30" TO 36" PIPE IS USED � ELEVATION � H ~ E SECTION M-M 3 SEE NOTE N DOWEL U w- DETAILS WHERE 42" TO 54" PIPE IS USED � SECTION R - R NORMAL CURB AND GUTTER ON STEEP GRADES " V N WHERE 30" TO 36" PIPE IS USED Q Q r RISER HT. E cc MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) * Z VARIES p CO DIMENSIONS OF BOX AND PIPE COVER CU.YDS. GONG. IN BOX DEDUCTIONS p J J Q PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOT.CONC. ONE PIPE Q 0 M O FOR MINIMUM V _,s M = D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB HEIGHT H C.M. R.C. 0 A 12" T-0" 2'-2" 2'-9" 0.235 0.772 0.015 0.026 15" T-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036 18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049 l w I m 24" 3'-0" 2'-2" 3'-9° 0.235 1.001 0.059 0.085 30" 3'-0" 2'-2" 3'-4" 4'-3" 1'-2" 4'-0" 4 1'-5" 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 `ram 36" T-0" 2'-2" T-10" 4'-9" 1'-8" 4'-0" 4 1'-11" 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 0.178 WHERE42"T054"PIPE IS USED 42" 3'-0" 2'-2" 4'-5" 5'-3" 1'-5" T-2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243 CLIENT 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317 DETAIL SHOWING METHOD SHEET 1 OF 2 54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 0.386 2.'187 0.297 0.401 SHEET 2 OF 2 OF RISER CONSTRUCTION PLAN PLAN 840 01 RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.02 TG VENTURES LLC v �F ■ ■ S � HO >- OH >- EXPANSION JOINTS % � % Q Q 43" NOTE: USE TYPE "E", 'IF" AND "G" GRATE =� = Q Q 8" E� 4' 6" 4'-6" H = = V UNLESS OTHERWISE NOTED. chN p 11 3� p CD H = V #4 BARS "V„ I CD 6" 6" LL J O F-I STD. 840.03 FRAME C� Z W J - ~ CL Z @ EQUAL SPACES 1 /2r, 11/2r, GRATE &HOOD W Q Q LL = B � W Cr Q LL = aV�oH 21/g" 21/8" QU�oH \ / / c~/) � � o J _ _ _ _ _ _ N� �- N c � � U- J 9820 US Hwy 301 North R "' _ w R "' _ CO 6'-0" z O H o o _ SECTION - LL SECTION - MM z o Lumberton, North Carolina 28360 a. EL PLAN DO H A o� A ALIGN FRAME WITH INSIDE 13/8rr H Phone: (910) 802-4959 ¢ CO w 00 U) �w CURB AND GUTTER VVITH CATCH BASIN ON STEEP GRADES r C_ p EDGE OF WALL TO ALLOW -� 00 p m a m¢ T p FOR VERTICAL ADJUSTMENT °co�� T p o TOP ELEVATION 6,r � WALL SECTION 0' ;�I T ch M LU EXPANSION JOINT USE ON FLAT GRADES 2% AND UNDER j T SECTION - BB TT PROJECT INFORMATION T I S EXPANSION JOINT 3 0 I Co 3'- DEPRESSED GUTTER LINE B SECTION - PP SECTION - NN PLAN OF TOP SLAB SECTION S-S � ITI PLAN J _� 4" DESIGNED BY: BRETT No O FRAME GRATE, \ 34'r \ O O H DRAWN BY: BRETT ELEVATION &Hoop Ass'Y a N C� Cn N NORMAL CURB AND GUTTER ON LIGHT GRADES LO LL _ I W 0 Q CHECKED BY: SCOTT o�r Z 611 2'-0„ 6rr - O = m TOP ELEVATION NORMAL GUTTER LINE F-1 y 11 H 0 U PROJECT NUMBER: 1860 w 8"---E- #8 "W" BARS #4 BAR 8" EXPANSION JOINT 6rr Q CO LU 3'-Orr = `O� 0,1 1 �'r Z ~ #4 BAR "V" g" USE ON GRADES OVER 2% - Q a 0) �� 0 4 = Q U • @3 EQUAL SPACES - N - = K -K N 13/ rr p p DRAWING SCALE � L M a N 4 �- pyCC Z 10" MAX 6'-0" CC O) = W Q 0 EXPANSION JOINT \ Q SECTION - AA z NOT TO SCALE o #4 BARS "U" 1/2„ 6".I 1r 011 ` DEPRESSED GUTTER LINE Z V = z Q Q ELEVATION � N L M "' �err T � SECTION R - R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES (� z DATE RELEASED o F-1 J FRAME PLAN ■+ O SECTION - JJ Q W MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)* m 3/4 " 3/ " 7 rr 55/Brr W AUGUST 9 2022 U DIMENSIONS OF BOX AND PIPE TOP SLAB CU.YDS. GONG. IN BOX BRICK MASONRY DEDUCTIONS Q 11 rr 11 rr 3 O /$ 1 rr Q r s PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOTAL BRICK MSNR. TOTAL ONE PIPE OI /16 �6 „_ I I R 3rr R /2 O D A B C G H E F N0. LENGTH N0. LENGTH N0. LENGTH LBS. SLAB SLAB CONC. IN WALLS CONCRETEBRICK C.M. R.C. _ _ I I I _ _ _ _ _ _ _ OC _ 12" 3'-0" 2'-2" 2'-9" 0.281 0.281 0.883 1.164 0.020 0.042 <\ >'IT CV LL > 15" 3'-0" 2'-2" 3'-0" 0.281 0.281 0.963 1.244 0.031 0.047 „ 6" 2'-O" 6" c �2rr i 1/ rr SHEET NUMBER m 18" 3'-0" 2'-2" 3'-3" 0.281 0.281 1.043 1.324 0.044 0.065 6rr 6rr 11j2 3� rr r - I 2 r 24" 3'-0" 2'-2" 3'-9" 0.281 0.281 1 .204 1 .485 0.078 0.121 3%2rr3r Orr 3�2" 3/ rr 03/ r a 30" 3'-0" 2'-2" 3'-4" 4'-3" 1'-2" 4'-4" 4 1'-6" 3 4'-1" 3 4'-1" 45 0.147 0.374 0.521 1.606 2.217 0.122 0.184 0 36" 3'-0" 2'-2" 3'-10" 4'-9" 1'-8" 4'-4" 4 2'-0" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1.914 2.516 0.176 0.261 r� 1�6n SECTION - KK ro 42" 3'-0" 2'-2" 4'-5" 5'-3" 1'-5" 3'-6" 4 1'-9" 3 3'-3" 3 3'-3" 38 0.135 0.373 1 0.508 2.152 2.660 0.240 0.371 21-111/2 45/8" u 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-6" 4 2'-6" 1 4 3'-3" 3 T-3" 41 0.173 0.410 1 0.583 2.415 2.998 0.313 1 0.477 54" 3'-0" 2'-2" 5'-7" 6'-3° 2'-7" 3'-6" 4 3'-0" 1 6 3'-3" 3 3'-3° 47 0.211 0.448 1 0.659 2.806 3.465 1 0.396 1 0.595 ISHEET 2 OF 2 R ISHEET 1 OF 2 C-605 * RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 1840.01 HOOD ELEVATION SECTION - RR ■ 84O O3 c?