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Home My WebLink AboutSW6220201_Plansheet - SCM Detail_20220510 (8)site BACK OF CURB FRAME GRATE AND HOOD NOTES: MORTAR JOINTS %2" +/ 1/8" THICK. Z Z SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. OH S OH X TOP ELEVATION % EXPANSION JOINTS %- 5/8„ 1' 0" USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q Q Q Q DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. z c _ G- 8 E� 4'- 6 4'- 6 H U solutions Y Y USE #4 BAR DOWELS AT 12" CENTERS FOR ALL PIPE SIZES. 1--I O O s" 6" O PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" W J 0 H� Z #4 BARS "V" STD. 840.03 FRAME W J r-I Z CIVIL engineering Land surveying Bf A - - ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. O O (n = @ EQUAL SPACES O O f� = g g y g GRATE & HOOD mIT � Z 1 1/2 " 1 1/ " M Z 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. W U- 2 W LL B ~ U = O 3" I I / � U � 00 office 910-426-6777 fax 910-426-5777 license number C-2354 0.USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTSwww.4Dsitesolutions.com ---- 8" 8" = OF SECTION 840 OF THE STANDARD SPECIFICATIONS. Q H1 \ / Q H MIN. MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB (j W \ REM, = O W 6„ D AS SHOWN ON STD. NO. 840.00. CC LL H1 J i LL 1-1 J FOR 8'-0' IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE O O Cn Q <� � �� Lu O O (n Q MIN. 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING Z �-�� R _ w R L) 6'-0" Z F1 6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. 0 a j CL PLAN I> -I 00 PLAN X T SEE NOTE CONSTRUCT WITH PIPE CROWNS MATCHING. T Lu Q J u Q J CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES T CL W O SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". r O m j m CAR TOP ELEVATION ♦ •• ••. / DRAWING NOT TO SCALE. Lu _ Lu 6" ♦ Q` •• . / / c� o TOP ELEVATION ••• `O °D - EXPANSION JOINT-7♦♦ 0 : FESS /� •. �j /j m M USE ON FLAT GRADES 2% AND UNDER �� 0 Y•;• _ - _ _ _ _ _ _ FRAME GRATE AND HOOD TOP ELEVATION . 4 SEA < ; SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 - 1 02 STEPS STD. N0. 840.66 S 3 O 3'-0" DEPRESSED GUTTER LINE 8,8,EXPANSION JOINT IN. A MIN. - - - - - - - PLAN OF TOP SLAB SECTION S-S �-L / •..�INE..•�� x o TOP ELEVATION 6" A o ELEVATION o I � 6" B E W NORMAL CURB AND GUTTER ON LIGHT GRADES LL ////11111111�� o.�..v'.o......o.o,. T E z N z C = G F� II II TOP ELEVATION NORMAL GUTTER LINE z 3� ^�� SECTION Y-Y 8" D MIN. MIN. < m d 8" E #8 W BARS #4 BAR 8" EXPANSION JOINT CO d N. D MIN. O #4 BARS "V" g" USE ON GRADES OVER 2% RISER HT. _ - @3 EQUAL SPACES N _ _ O = d REVISIONS VARIES c to T I 10" MAX I CC � o = 6 MI N.T SECTIO ° � � � � EXPANSION JOINT Q ~ � T SEE NOTE ��_' Z V = #4 BARS "U" 1 6".I 1' 0" �D PIRESSED GUTTER LINE z V = _� 8" N J-J 6"MIN. o .' .. ° .' o .'... .° ..... Q 1/2„ Q MIN. WHERE 30" TO 36" PIPE IS USED T ELEVATION E I SECTION M-M 3 SEE NOTE � N (n N WHERE 42" TO 54" PIPE IS USED SECTION R - R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES (� RISER HT. WHERE 30" TO 36" PIPE IS USED Q ~ Q ~ VARIES E Q m MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)* Q CO F " DIMENSIONS OF BOX AND PIPE TOP SLAB CU.YDS. CONC. IN BOX BRICK MASONRY DEDUCTIONS M M PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOTAL BRICK MSNR. TOTAL ONE PIPE - - D A B C G H E F NO. LENGTH N0. LENGTH NO. LENGTH LBS. SLAB SLAB CONC. IN WALLS CONCRETED C. M. R. C. A 12" 3'-0" 2'-2" 2'-9" 0.281 0.281 0.883 1.164 0.020 0.042 15" 3'-0" 2'-2" 3'-0" 0.281 0.281 0.963 1.244 0.031 0.047 8 LL I ¢ m 18" 3'-0" 2'-2" 3'-3" 0.281 0.281 1.043 1.324 0.044 0.065 u- I 24" 3'-0" 2'-2" 3'-9" 0.281 0.281 1.204 1.485 0.078 0.121 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 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 WHERE 42" TO 54" PIPE IS USED 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 0.508 2.152 2.660 0.240 0.371 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-6" 4 2'-6" 4 3'-3" 3 3'-3" 41 0.173 0.410 0.583 2.415 2.998 0.313 0.477 DETAIL SHOWING METHOD SHEET 1 OF 2 14 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-6" 4 3' -0" 6 3'-3" 3 3'-3" 47 0.211 0.448 0.659 2.806 3.465 0.396 0.595 SHEET 2 OF 2 OF RISER CONSTRUCTION PLAN PLAN 840 01 RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840.01 BACK OF CURB FRAME GRATE AND HOOD GENERAL NOTES: a�T Z■ Z■ SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. OH C7 S' OH <O X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12' Q Q EXPANSION JOINTS Q Q ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. , TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT HOC�U 6 E 4-6 4-6 Z==U H (3 12" CENTERS AS DIRECTED BY THE ENGINEER. LL J H STD. 840.03 FRAME, W J �I--I Z Y p.,... Y 11 Z #4 BARS „V„ jj 6 6 USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O = O O = A Z ^ @EQUAL SPACES 1 �2" 1 �2" GRATE & HOOD z ^ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q LL = W Q LL co AS SHOWN ON STD. NO. 840.00. H U O O 3" � U O � PROJECT NAME ---- 6" o B 6" x USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. _ Z Lu \ / / W o' o o FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER C7 ~ LL O J \ / � LL O _I ° D 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST cr O " Q O r-i Q z R �W R �0 ��6'_Q" z H� WOODSHIRE QUANTITIES ACCORDINGLY. O U w O CONSTRUCT WITH PIPE CROWNS MATCHING. � > IL PLAN H PLAN X D 3, SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". *- W 0 Cc J A m a u CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r CL W 0 Lu TOP ELEVATION _ SECTION X-X DRAWING NOT TO SCALE. r O c=3 U- w TOP O = r SUBDIVISION co aU M cu USE ON FLAT ELEV. EXPANSION JOINT GRADES 2% AND UNDER TOP ELEVATION PHASE 8 - - FRAME GRATE AND HOOD STEPS - STD. N0. 840.66 3, O„I 13' O„ DEPRESSED GUTTER LINE SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 A S EXPANSION JOINT I I m I I 6 6 TOP ELEVATION - - - - - - - - - - - - PLAN OF TOP SLAB SECTION S-S � _ °C ELEVATION �r o 0 Lp I o 6„ m A LL �..� NORMAL CURB AND GUTTER ON LIGHT GRADES V- IZ-1 p D B � C!3 ui C'3 ° CL EXPANSION IN NORMAL GUTTER LINE FZI Wd T W R L CO I} p x 6' G 6" _ m H 6" E #8 "W" BARS #4 BAR ON JOINT T g" I --I SECTION Y-Y 6" o C o 6" Q $ TOP Q CL p _CL _ #4 BARS "V" a USE ON GRADES OVER 2% ELEV. _ @ EQUAL SPACES - Q RISER HT. LID I - - DEPRESSED GUTTER LINE a VARIES J � o r�-,.�'..' '.o .o EXPANSION JOINT MAX. Q V 10 � 6 0 Q V �I . D °' D' p D' LM_ '' °" M STORM DETAILS ,... �2„ W T s s" T SECTION J-J Q W #a BARS "u" 1 z0 ° D � .. � � � ~ DOWEL ELEVATION � H ~ o WHERE 30" TO 36" PIPE IS USED � CV SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES G7 U CV SEE NOTE � SECTION M-M WHERE 42" TO 54" PIPE IS USED WHERE 30" TO 36" PIPE IS USED Q r Q r MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT H WITH NO RISER) RISER HT. � Z ' ' � Z VARIES p O DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS t] 0 J oar v J OQ P SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL TOP BOTTOM OAMCONC. ONE PIPE Q V PIPE A B C G H E M SI F N0. LENGTH N0. LENGTH N0. LENGTH LBS. SLAB SLAB FEI HT H C.M. R.C. O B M o_o._o.. o °o� M 12" 3'-0" 2'-2" -- -- 2'-9" -- -- -- -- -- -- -- -- -- -- 0.235 H0.772 0.015 0.026 6„ p .l Q::• �'1 A p.'. 15" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036 A-' p1 0: 18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049 24" 3'-0" 2'-2" 3'-9° 0.235 1.001 0.059 0.085 ° o o C... o.. " 1 m D 30" 3'-0" 2'-2" 3'-4" 4'-3° V-2" 4'-0" 4 V-5" 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 °I °I 36" 3'-0" 2'-2" 3'-10" 4'-9" V-8" 4'-0" 4 1'-11" 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 0.178 WHERE 42" TO 54" PIPE IS USED °' ° ° . -77 42" 3'-0" 2'-2" 4'-5" 5'-3° V-5" 3'-2" 4 1'-81, 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243 p .' . .L° p.Q :.'. O ...a :. p D' °. ..D ° D . DETAIL SHOWING METHOD 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 CLIENT OF RISER CONSTRUCTION PLAN PLAN SHEET 1 of 2 54" 3'-0° 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" a 2'-10" 5 z'-11" 3 z'-11' a1 0.180 0.386 2.387 0.297 0.401 SHEET 2 of 2 840.02 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840 ■ 02 WOODSH I R E HUFF' „ o� 23/4" o� „ LLC 43 NOTE: USE TYPE E F AND G GRATE = Q Q DETAIL SHOWING TYPES OF GRATES 2' 113/4" Q Q UNLESS OTHERWISE NOTED. co\ P17 3�" P z =V USE ACCORDING TO WATER FLOW. 11/211 z =U B cr LLJ��zCD LL�IL cr- 21/$„ 21/g" Q v cc LL-TYPE H TYPE "G" TYPE "E" TYPE "F" A A 1 „� I 9%g" Q v cr ow 0 _ - N N C/ � LL o J "�L (~n 1L o J 2919 Breezewood Avenue - Suite 100 a o SECTION - LL SECTION - MM °C o'-' Q °� o'-' Q o v' SAG WATER FLOW - I 9T/8 z H Fayetteville, North Carolina 28303 oo - z ,� °C -� WATER FLOW r a a > T � > Phone: 910 486 4864 c� A �� A ALIGN FRAME WITH INSIDE 13/8 GD � H1 EL H1 � ) EDGE OF WALL TO ALLOW =� r Lu p - r Lu p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 o FOR VERTICAL ADJUSTMENT o. 1„ r,\ r w w r� r o B 1 /2 o WALL SECTION SECTION - BB T- - - - - - - - - - - - - - - - - - - - - - 1/2„ 5/8„ PROJECT INFORMATION B SECTION - PP SECTION - NN L t �� - SECTION B-B PLAN _ 4" DESIGNED BY: BRETT FRAME GRATE & HOOD ASS'Y J a N 3/ \I _ F-Ij z _ ~ DRAWN BY: BRETT ' �0 I aj O pC Q WATER FLOW SAG WATER FLOW f O O Q 6" 2'-0" 6" - 0 = m SECTION A -A (CD = COLL CHECKED BY: SCOTT CO z = z U PROJECT NUMBER: 1775 3'-0" ;� 13iq" Z Q TYPE "F" TYPE "E" TYPE "G" TYPE - E Q Z Q Q LO o o Q RAISED FLOW ARROW o Q U DRAWING SCALE K -K N CV 13i' _ ., o P %6" HIGH 23/4 ^ cr L 0) L M N f 0) 0 C4 Q RAISED FLOW ARROW 23/4" 0 Vi Q SECTION - AA -1 o � z �s"HIGH OD _ o � z NOT TO SCALE L IVI �' 1 rr \ _� 1 /2 rr T T U) z N n z 1 /2 r �� T _ ^ o DATE RELEASED a� FRAME PLAN W Lu 1/811 a 1/8 M\� < W w SECTION - JJ �� r 1�6" 1i6" I3� 3' ois„ 55/$ �2„ Q Q O 1 =N 9 13 '� � Q Q MARCH 30, 2022 I- R 3" R 0 P 1 �� 1 /2 1 �� O� �� _ = 11/2 �� 13/ „ I /8 r 1 /2 R 1/8" _ LL 0 M > 1 6" 2'-O" 6" 1/2" i O� 2'-113/4" 4 -�1 2'-113/4" LL SHEET NUMBER 3 03 1 1 /2 IF 8 I 3%2" 6„ 3 0 6" �3�2� 3 4 / " 3/ /2" ��1 /2„ 1 �� / 1 / /4 " 4 r 1 /2 „ SECTION - KK r� 11 1 1�6" 5 13/4" SECTION A -A R ISHEET 1 OF 2 TYPE - F �\ I SECTION A -A SHEET 2 OF 2 C-60 HOOD ELEVATION SECTION - RR 840.03 40 ■ 03 TYPE G r 840 . 03