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Home My WebLink AboutSW3201201_Plan (Misc. Detail)_20210317r-11 CREECH 0 ASSOCIATES VARIABLE Z O CA BACK OF CURB SEE GRATEANDHOOD GENERAL NOTES: 2f 2f 2f 1000 W. Morehead St. x PROVIDE ALL CATCH BASINS OVER T-16" IN DEPTH WITH STEPS 12" EX 43 NOTE: USE TYPE "E", "I'" AND "G" GRATE E E STEPS WHICH COMPLY WITH STD. DRAWING 840.66. § - 3 1< US F UNLESS OTHERWISE NOTED. t�\� ON CENTER. < < /4 Suite 120 F TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT P ROADWAY WIDTH USE CLASS "B" CONCRETE THROUGHOUT. 0 U) S U,) U,) SLOPE r '51C EXPANSION JOINTS VARIABLE VARIA < 12" CENTERS AS DIRECTED BY ENGINEER. 6" 6" 1 i - 0, Y .1. . � P, � .1 �. � .: � �' -U UL 0" CROSS PIPE Y #4 BARS STD. 3 CL. B , - �� 2; , � 0 D. 840.0 FRAME] 0 0 USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 00') 00 001n= Charlotte, NC 28208 @ EQUAL SPACES C0 LU < UL- REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB LU < 2 11"2 GRATE & H005 CL Z < < U <00 F-0<00 LU < III LU 0 11 AS SHOWN ON STD. NO. 840.00. 3 <00 < E- F 0 E 0 0j, B cc ROADWAY CROSS PIPE TYPICAL SECTION 6 -6" USE TYPE "E", "T" AND "0" GRATES UNLESS OTHERWISE INDICATED. < E=- < E=- p 704.376.6000 Cf) E- LL p Ui FOR - UL! END TREATMENT DIMENSIONS I Cf) E LL 0 - CC " < B'-O" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER -j C I- 0 8'-0 TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST Er 0 CO UL 2 -'1 -------------- -j vvww.creech-design.com CO 0 < SECTION - r -------------- n 0 L THICK. GAGE j 21- .- -1� 2-1 D W 0 (1) f QUANTITIES ACCORDINGLY. 0 R R 0 C0 LL SECTION MM 1� 6' 0" C) < FULL LENGTH OF PLAN > A r --------------- I A ALIGN FRAME WITH INSIDE 13/811 > PLAN SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". CL CL r -------------- n 18 2'- 8 2'- 0 16 MIN. 0 EDGE OF REINFORCED H EDGE END 1� > CONSTRUCT WITH PIPE CROWNS MATCHING. > 2- F: SECTION AND LU r ------------ - n WALL TO ALLOW CL TOE PLATE x Lij CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES Lij FOR VERTICAL ADJUSTMENT 1 THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO < Lij M 0 r --------------- I SUOPF 24" 4'- 8 2'- 6 16 MIN. SECTION X-X DRAWING NOT TO SCALE. I. I. 4' BUE - - TOP ELEVATION TOP r ------------- n WALL SECTION ----_ \1 U-1 - - - - - - ELEV 6" THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL 6" MAX. 30" 6'- 8 3'- 0 16 MIN. IL USE ON FLAT EXPANSION JOIN, ----------- PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC I GRADES 2% AND UNDER F-77 INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE 4 CL TOP ELEVATION T SECTION BB I U1 - T ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS 6" 1 F-- D FRAME, GRATE AND HOOD STEPS SECTION SECTION INN CY) SEE STD. NO. 840�03 STEPS - STD. NO. 840.66 1 z I - -z I , , DEPRESSED GUTTER LINE OTHERWISE PROVIDED IN WRITING BYAND COMPENSATION TO THE ARCHITECT. L C) - STD. NO. 840.66 EXPANSION JOINT 3'- B 'm 1 6" A 6" PLAN 4" TOP ELEVATION - - - - L- TOE 0 - - -�i -1 34 CC cc: cc: FRAME,GRATE, & HOOD ASS'Y • PLATE PIPE 0 z C) Z ELEVATION 0 Z C) 4D U) PIPE FITTING REQUIRED TO 0 A LL LL LL < L SECURELY HOLD SECTION U- H Z 6" 6: -E NORMAL CURB AND GUTTER ON LIGHT GRADES -1 , -- DO T . H I T- (D 0 6" 1 2'- 0 1 6" -(0 0 LandDesjjm,. Tl:": E-4 z < LU NORMAL GUTTER LINE Z < LU -- - z TOE PLATE W 6"-o. EE EXPANSION EE IL r 13 Z SIDE VIEW U) 6 C 6" 0 -6" 6"- #8 "W" BARS #4 BAR 6" 3'- 0 ILL SECTION Y-Y CL 7� C- cr cc = ( ELEV. cc L 0 223 NORTH GRAHAM STREET 0 0 z #4 BARS "V USE ON GRADES OVER 2- D D 0 o :: 3 CHARLOTTE, NC 28202 RISER HT. @EQUAL SPACES K -cq 704.333.0325 ISOMETRIC VIEW Z C) Z K-- 134 W , 't cc 10 O� DEPRESSED GUTTER LINE L -M < VARIES �E!L 6 cc LO cc < < 0 y < 0 < Ell I 4 -J MAX. SECTION AA z PIPE 0 Uj 6" EXPANSION JOINT WVWV.LANDDESIGN.COM U-1 tq� I- '* . . - z cc z cc L < NC ENG. FIRM LICENSE # C-0658 < CL co -6" SECTION J-J LU #4 BARS "U" 11`2 D 6" MAX. F- < < Uj < WHERE 30" TO 36" PIPE IS USED DOWEL ELEVATION co W U) CL LL1 SEE NOTE SECTION M-M co Uj co Uj 0 LLI --[�L SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES M CO >- WHERE 42" TO 54" PIPE IS USED w C\j j -..*- C, WE U) i- WHERE 30" TO 36" PIPE IS USED 0 FRAME PLAN SECTION - 11 4 9 U) U) RISER HT. z MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) - g LU -,�),PF5SIGAr E 1 0 0 0 - z VARIES 5 5/8 .......... 0 DIMENSIONS OF BOX AND ICOV FIR ICU.YDS. CONC. IN BOX DEDUCTIONS U) < 5 DIMENSION PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT D ME BARS-U BARS-V BARS-W TOTAL TOP BOTTOM 1�11. ilNld ONE PIPE cc -EIG' W < 1Ix 111 1/2 rr < 6" TOE PLATE 0 0 --m" 3" R 0 < B M cc: D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB S HT. `H C.M.C-M71 R.C.57 M 12" 1'- 1) 2'- 2 2'- 9 Or U. cr 0.235 0.772 Om0l5 OmO26 < C) 0.235 - - - > C-0653 15" 3'- 0 2'- 2 3'- 0 0.023 0.036 END VIEW A 1� I L f 0.829 -1 J, i 1 1/21/2" U- PLAN VIEW is,, 3'- 0 2'- 2 3'- 3 0.235 0.887 0.033 0.049 6" 2'- 0 1/2 24" 3'- 0 2'- 2 0.235 1.001 0.059 0.085 . 4 �/4 NOTE: o 41 1 3'- 9 3 4/2� 3'- 0 k3 2' - < 301, 3'- 0 2'- 2 3' 4" 4'- 3 l'- 2 4'- 0 4 11,11 2 T-1" 3 3' 9" 39 0.123 0.321 1.433 0.092 0.127 Cr I f U- "1 1 4 SEAL STEEL END SECTION AND ALL PARTS UJ 71. 1 l q 1 -10" l'- 8 4'- 0 4 -ill' 3 T- 9 " 3 T- 9 " 3 0.161 0.358 1.714 0.132 0.178 16 PREFABRICATED - - - .1 1 - Cr WHERE 42" TO 54" PIPE IS USED F 2;�2 , 23' 4'- 1" 1;-3" 1'- 5 T- 2 4 1 2'-11+�32 0.112.0.318 1.738 0.180 0.243 SECTION KK WILL MEET THE REQUIREMENTS OF AASHTO M-218. 2 2'- 11' 2'- 111/2 CL -- 2' 4-1 DETAIL SHOWING METHOD 482; - 25;-O5'- 9 2'- 0 3'- 2 4 2' 1" 3 1 -1ld �3 2'-11"1 35 10.145 0. 352 _f2 0572 � 235 0.317 1 . . • ........ SHEET 1 OF 1 OF RISER CONSTRUCTION 54 3 -0 2'-2" 5 -7 W-3" 1 2'-7" 1 T- 2 1 4 12'-10"1 5 12'-11"1 3 .2'-11"1 41 10,18010.386 2 38 0 297 0.401 , v STEEL END SECTION PLAN PLAN !SHEET 1 OF 2 [SHEET 2 OF 2 1 R SHEET 1 OF 2 310.05 1 1840.021 RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 1840.021 HOOD ELEVATION SECTION R 1840.03 1 ,dry,, //I C P"?, "IN 11110W \\%t lilt I A-. Z z W GENERAL NOTES 2' - 0" D W T As 2f O CA GENERAL NOTES: 1"2 3'- 6 U) 2" WEEP HOLES < < USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL F >- 2 3,/4 Y USE CLASS "B" CONCRETE THROUGHOUT. < < < , 3: . $ - < < A <-3: 1" DEPRESSION z =0 1, CONCENTRIC DIAMETER WALL TOP/BOTTOM AREA OF STEEL <E-3: SEAL DETAIL SHOWING TYPES OF GRATES 2'- 113/4 C PROVIDE ALL DROP INLETS OVER T-6" IN DEPTH WITH STEPS 12" cc - USE ASTMIA6 GRADE 60 REINFORCING STEEL. USE ASTM A1064 CONE SECTION (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. 033804 E ACCORDING TO WATER FLOW. WELDED WIRE FABRIC (WWF). -) ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. F UL :10 USE 11/2 0 0 . UIL 0, 7, 1 7�/8 '11, 11-75/8" r-H 0 0 CL !:� z FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS (IN.) (IN.) (SQ. IN.) L -J z: 0-j CL OPTIONAL CONSTRUCTION - MONOLITHICCENTERS AS DIRECTED 8Y THE IPOUR, 2" KEYWAY OR #4 BAR DOWELS AT 0 0 11) cc 1I C0 UL. 00 0 Cf) x LU cc z < z LL 3� ACCORDANCE WITH AASHTO M199. I LL :3� < Cr TYPE "G" TYPE "E"TYPE "F" -F LU < z U- USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 1- 0 " L., O-D ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" 4 4 6 0.12 A A F- 0 < C, < E z jjj - < FROM THE TOP TO THE BOTTOM THE MANHOLE. Cl) UL 0 _J 5 5 0 .15 Al CAI- UL 0 UJ A CC < UL LL11 SHOWN REINFORCED IS SET BOTTOM SLAB OF BOX, ADD TO SLAB AS ON STD. NO. 840.00. 9T18" CC IF RE N z BE < F- 2, " 4� L - - ff W I J-- . I I �- = - -.1 1 -C? WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 6 0.18 D. 0, 4 < C\1 0 00 Cr CA CONSTRUCT I WITH PIPE CROWNS MATCHING. o Cr 0 < LL 0 -C\l THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 0 C/) Cr 16 Mar11111111 cc o c7) < SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. z 0 > OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. 2�- WATER FLOW SAG WATER FLOW z EE I INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. F� > IL BE E BE I..: > STONE 0 LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF CL INSTALL I NE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO 78M STONE IN A EL 0 U-1 0 BOTTO SLAB LU _________________________________ POROUS FABIR BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECiED By THE ENGINEER. U-1 M ALTERNATE CONE SECTION 2'- 0 LU 0 L L�- H i GRADE RING R AL E X POSED CORNERS R S I G THE IN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE 1, 41G, PORTION 1"2 CHAMFER ALL SECTION G THINNEST RTION OF THE TOP/BOTTOM SLAB. �j �3/ 2l F MIN. .AREA NOF STEEL Y DRAWING NOT TO SCALE. is 0.07 i .2 PLAN PLAN OF FRAME LC) Top MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS ECCENTRIC CONE - - - - - - - - - - - - - - - - - - - - - - A DISTINGUISHABLE INGUISHABLE TOP AND BOTTOM. LU 1'2rr 5/ WITH GRATE & FRAME REMOVEDrr CAST IRON I 6"MAX. SPACING LU SECTION B-B LOCATE WALL REINFORCEMENT LU 0o 'D' 1 2 W IN MIDDLE THIRD OF WALL 0 FRAME AND GRATES STDo NOm cc a CAST IRON 0 < TRAFFIC BEARING 840637 ill MIN. ADDITIONAL cc: TOP ELEVATION 0 2'- 31//4 LL Cc #4 REPAIR 0 rr SAG - WATER FLOW 0 U) ICLR. WATER - FLOW - - - - - - - - - - - - - - - - - --- - - - - - 13/ 2 z BRICK COPING(INCIDENTAL) UL Lu PLAN OF GRATING I LL U- < STD. 840.16 FRAME ILD NONTRAFFIC HEAPING: 84-2 CO IE ------------ T\, 324 STEP STD. SECTION A -A & GRATE _j z 840420 //-N-O. 84-0.66 z U-1 FELM! VIA CD Z Z LU Z C) (CIRCUMFERENTIAL 0 A 4 BAR BE 34- 11 MIN.•a IL ZTYPE "F" l'- 6" 15; SLAB OF #4'S @ 8" CTS. REINFORCEMENT < 0- LTYPE "E" TYPE "G" B 6" CL CLR. USE MIN. AREA OF STEEL IN TOP Z cc < �t Z < CL 1/8 -1/18 1/8 i/8 00 EACHWAY/EACH FACE cc .cc < cr cc RAISED ,FLOW ARROW LU FLAT TOP SLAB LONGITUDINAL ADDITIONAL #4 EACH Lf) 00 ADDITIONAL #4 EACH REINFORCEMENT 0 Itt HIGH cc: W C0 31- 33//4 2' 3 3/4 SIDE OF OPENING (1" RISER CC 0 < RAISED FLOW ARROW 2 3Z4 cr M 0 - CLEAR OF BOTTOM FACE SIDE OF OPENING (1" < 116" HIGH Uj < LL. LJ PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE) q* Er < z Or P. < t z w = 1/8 < CORNERS IT < 3/ 3 3 3� 'D' < LU 1-- v DOWEL �n w SECTION H-H /4 /4 /4 11 /4 � . - - - I - �0 -j - 7 3'- 2 VJ -11i�Oo = FRAME & GRATE - z -.1 SEE NOTE-/ DOWEL NOTE) MAX. PIPE THIS SIDE 18" 2 SE 1140,54 -1 U) H Er '020 �21L 13/16"4 �2" 1/b 0 9 z w LE, z E STD. I I N O -7 -41 < U SECTION Y-Y -T-f 2 �/8' 0 R MANHOLE COVER U) SECTION X-X C) RING AN 21A A �j 0 0 Or 1/2 rr 0 cc: DIMENSIONS AND QUANTITIES FOR DROP INLET BASED ON MIN. HEIGHT, H)- Cr C\j C\j 0 LU -41 1 1/2"R CC LL. C) 3' 1 3�/4 w Of) C\I C\1 4/4 'L-d 1 1/8 DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR 2'- 113/4' 2' 113/4 U- PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE T USE MIN. AREA OF STEEL D A B H BOTTOM WALL PER CQTNoC�AELIE C.M. B.C. 3'-6" 2'-6" cc L - - - - SLAB FT. HT. IN BASE SLAB OF 0 2 LU 11/2 TS U- 0.12 in PER LINEAR 12" 3'- 0 2'- 0 2'- 0 0.222 0.222 0.592 0.015 0.026 FOOT EACH WAY a. 5 2' 3 0.648 0.023 0.036 SECTION A -A 0.703 0.033 �2 1 SECTION E-E SECTION F-F 3 -0 0.814 0.059 42�, !SHEET 1 OF 1 TYPICAL MANHOLE SECTION C_- 7� L-Le 210 ' O�E SHEET 2 OF 2 ISHEET 1OF 11 GRATED INLET OPTION MANHOLE OPTION 840.031 1840.16 1840.521qV 00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII 4 X D OUTLET W/DITCH OUTLET W/O DITCH 2-1 iiiiiiiiiii2iiiiiiiiiillillillillillillIIIIIIIIIIIIIIIIIIIIIIII OCI) D CLASS V RIP RAP CLASS I RIP RAP CLASS '13' RIP RAP CLASS I RIP RAP r >- A 1 1- .- << FigLtre 1: Open Bottom Sand Filter Example Cross -Section TONS S.Y.SONS TONS S.Y. TONS 1115x:111�-11 < DOWNSPOUT 12" 2 5 2 1 2 1 4 I H� -0 15" 2 7 7 3 7 1 5 3 2 6 U- -I CL OOU)= OPTIONAL FLOW DIVERSION TEMPORARY WATER SURFACE GRAVELISTONE SURFACE DOWNSPOUT ADAPTER 18" 3 10 9 4 10 2 7 4 2 8 Cr z LU < < U STRUCTURE 24" 5 14 15 7 15 3 11 7 4 12 F- 0 C:) INSERTED IN RISER PIPE BUILDING - - - - - - - 30" 8 21 1 21 11 22 5 16 11 7 17 < CLEANOUT SAND FILTER MEDIA F- PROPOSED GRADE 36" 11 28 29 15 30 7 22 16 10 23 W E- LL 0 SEDIMENT (PROVIDE AT HDPE LEADER TO BUILDING 4" CLEANOUT END CAP Cr 0 - < (ASTM C-33 SAND OR D 42" 15 37 39 20 39 10 28 22 13 3-0 0 WCC INFLOW CHAMBER LEAST ONE EQUIVALENT) OVERFLOW DOWNSPOUT @ MINIMUM 1.00% SLOPE, INSTALLED FLUSH qUV - - 28 17 38 2, - SEE ROOF DRAINAGE DOWNSPOUT WITH GRADE 48" 50 -: > (FOREBAY) CONNECTION DETAIL - - - - - - - - 54" 33 62 36 21 a. EE 60 47 LU 0 HDPE LEADER TO BUILDING 60" 73 40 75 44 26 56 110. / T T, DOWNSPOUT @ MINIMUM 1. - - - - - - - - 66" 87 48 89 54 32 67 00% SLOPE 72" 102 64 38 78 3:1 45o BEND T INLINE DRAIN BASIN (IF U) T NOTE: 4 X D I x SLOPE 11", Y NECESSARY) - SEE PLANS FOR 6" PIPE FOR CALCULATION PURPOSES 3 Uj LOCATION, GRATE, AND SIZE 45o WYE AND , Y�T , / > ''Y7, Y - - - - - - CLASS B' RIP RAP 100 LBS./FT CLASS I RIP RAP = 105 LBS./FT3 REDUCER TO 4" PERFORATED STANDPIPE ", I I I ,, 2 X D cl: 3:1 2! DETENTION STRUCTURE -2 SLOPE HDPE OR WYEAND I " , PVC PIPE B B CD FLOW DIRECTION FLOW DIRECTION 45o BEND D , IL IN SITU SOIL OUTFLOW BEi H 0 A -I . I I a- PERFORATED PIPE SOLID PIPE PLAN 0 P- LE < SEASONAL HIGH SLOPE 1�12:1 OR FLATTER CC CL WATER TABLE D 11 j v HEADER/ STORM DRAINAGE LINE, I: 2iiiiiiiiiillillillillillillI Cc TEE-WYE CONNECTION < NOTES: SEE PLANS FOR SIZE AND MATERIAL HEADER PIPE, SEE 1-- CL THE MINIMUM COMBINED VOLUME OF SEDIMENT CHAMBER AND STORAGE ABOVE SAND PLANS FOR SIZE GASKETED co r >- FILTER MEDIA IS 0.75 TIMES THE TREATMENT VOLUME. AND MATERIAL REDUCER AS CONNECTION H� 2 9 REDUCER AS T PLAN 0 MAINTAIN SAND FILTER MEDIA SUCH THAT THE INFILTRATION RATE IS GREATER THAN OR NECESSARY NECESSARY 0 U. EQUAL TO 2 INCHES PER HOUR (2-711R). GEOTEXT: Cr LU < LE 90o BEND SECTION A -A PIPE OUTLET WITH DITCH T D, r-h- IT-, A WITH INSIDE F WI 0 ILOW L T ALLOW LIST .. T L A" 110 840 03 STEPS 0 1 'T� I 0 .T. ];.:T D. BARS I 1/21 2 l"i/' 4 n�2 47- END P SIDE 0 F CL EAR 0 F GOTT, PLACE BAR S D 1, T. , '0 RNER S IT H= RIP RAP TO TOP OF PIPE (MAX. H = D + T) GEOTEXTTIF T T= 2 CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS 15CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-13 (10 OPEN BOTTOM SAND FILTER PIPE OUTLET WITHOUT DITCH SHEET 1 OF 1 NOT TO SCALE 11 ROOF DRAINAGE HEADER/STORM DRAINAGE LINE 12 TYPICAL DOWN SPOUT CONNECTION C5-04PLAN NTS SECTION NTS SEE NOTE ExaANSION JOINT TO 5 1/8" ENGINEER S DETAILS SEE NOTE 3 0 CONCRETE SEE NOTE 2 CLEANCUT COVER By US FOUNDRY jSr 7610� PROViDE EXPAr, &ON JOINT BEDDING LAYER LT 13 \ \\ MATERIAL WHEN 11,45TALLED OR EQUAL (IY��) PAVERS IN CONCRETE WAUK T A T 8 MIN <I SEE NOTE 6 CONCRETE WALK No. Description Date SOIL 4 7. 1 OWNER COMMENTS 08/25/2020 10 MIN 1 LOM N] FIG 100 CHANNEL 71 �T= CONCRETE BASE -ASES 7 COURSE FNC VALVE 9OX. IF NOTES 1. IT IS NECESSARY TO ENSURE THE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR THE EXISTING GROUND CONDITIONS. CONCRETE PAVERS ARE SET ENGINEERING ADVICE MAY BE REQUIRED. COLLAR ON STONE BASE, (TYP.) 2. A MINIMUM CONCRETE STRENGTH OF 3000 PSI IS RECOMMENDED. THE CONCRETE SHOULD BE VIBRATED TO ELIMINATE CONTRACTOR SHALL) A INSTALL, CONCRETE AIR POCKETS. 3. EXPANSION AND CRACK CONTROL JOINTS ARE RECOMMENDED TO PROTECT THE CHANNEL AND THE CONCRETE SURROUND. COLLAR PER DETAIL ABOVE ENGINEERING ADVICE MAY BE REQUIRED. 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE. -HIDPE CLEANOUT IN PEDESTRIAN AREAS 5 REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR COMPLETE DETAILS. 16. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. NO TE,, CLEANOUT (,DVFR SHALL HAVE SET TOP OF CONt. COLLAR APPRDPRIA'�E LErTER DFSBCNATINC TYPE OF UTUTY F3CLOW ASPHALI COURS-E. iii SS = SANITARY SEWER SO W. STORM OR SUBORAIN B THE SURFACE DRAINAGE SYSTEM SHALL BE FIBERGLASS FG1 00 CHANNEL SYSTEM WITH STEEL FRAME AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC., CHARDON, OR CHANNELS WILL BE MANUFACTURED FROM POLYESTER RESIN FIBERGLASS WITH EITHER PAINTED STEEL OR GALVANIZED STEEL FRAME. FRAME SHALL BE MADE OF ANGLE STEEL WITH WELDED STEEL CONCRETE ANCHORS AND INSTALLATION BRACKETS. FRAME Project Number: (3 9 02 3 SHALL HAVE WELDED CROSS MEMBERS INCORPORATING EITHER QUICKLOCK LOCKING DEVICE OR THREADED BOLT HOLE FOR GRATE LOCKDOWN. FLOV ------- j I AGGREC ATE Date: 0 1/18/2020 THE SYSTEM SHALL BE 4 INCHES (1 DOM M) NOMINAL INSIDE WIDTH WITH A 5.1 IN. (1 30M M) OVERALL WIDTH AND A BUILT-IN SLOPE BASE C01, JR5E OF 0.75%. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE LAP JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN \--CCNCRE7E OR CONCRETE BLOCK AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY ACO POLYMER PRODUCTS, INC. CLEANOUT IN LAWN AREAS CLEANOUT IN TRArrIC AREAS CHANNEL SHALL WITHSTAND LOADING TO LOAD CLASS - *(DIN 19 580). GRATE TYPE SHALL BE APPROPRIATE TO MEET THE STORMWATER SYSTEM LOAD CLASS SPECIFIED AND INTENDED APPLICATION. GRATES SHALL BE SECURED TO FRAME UTILIZING TWO BOLTS. CHANNEL AND GRATE SHALL BE INDEPENDANTLY CERTIFIED TO MEET THE SPECIFIED DIN 19580 LOAD CLASS. DETAILS THE FIBERGLASS SHALL HAVE A COMPRESSIVE STRENGTH OF 16,000 PSI, TENSILE STRENGTH OF 16,400 PSI, FLEXURAL STRENGTH OF 24,000 PSI AND THE WATER ABSORPTION RATE OF NIL. THE FIBERGLASS SHALL BE RESISTANT TO PROLONGED SALT EXPOSURE, REPETITIVE FROST CYCLES AND CHEMICALLY RESITANT TO DILUTE ACIDS AND ALKALIS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. *FILL IN AS REQUIRED. I C5-03 ",CLEANOUT RENCH DRAIN PLAN NTS LC3-06 A PLAN NTS