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HomeMy WebLinkAboutC.604 Site Details0 0 N r 0 O 0 I 0 O cD O U w U ai to L0 O 0 r7 0 w V) Z Q J J V) Q 0 L0 O 0 i;-i J U- 0 Z Q ry 0 J LL LL Ld W M 0 w H 0 w ri I w Q 0 M Ld w ww J as U ZO i' J 0- d 1 36 forms @ 8' -0" = 288' -0" I - 1 F Form 13 Form 14 Form 15 Form 161F 17 Form 18 Form 19 Form 20 Form 21 Form 22 Form 23 Form 24 Form 25 Form 26 Form 27 Form 28 Form 29 Form 30 Form 31 Form 32 Form 33 Form 34 Form 35 Form 36 Form 37 Form 38 Form 39 Form 40 Form 41 Form 42 Form 43 Form 44 Form 45 � � � -� � ___w_ _40- 26" \1 %4i IRON ADA G� #EG14242CIADA 20% OPEN AREA 4 SQ INCHES PER LINEAR 14" 24 "� CAST IRON GRATE #EG14241CIA 41% OPEN AREA 68.9 SQ INCHES PER LINEAR FOOT 16 "� �\14;. r�rvur+ D LE IRON E EconoDrain® Series #12 STANDARD EPS FORMS LENGTH SCALE 1:200 DEPTH SCALE 1:20 14 Hi HEAV TY PT `:GRATE #EG14161DIA #EG_�"143DIA UNP4ED 67% OPEN AREA v14243DIAP - PAINTS'', SQ INCHES PER LINEAR FOCI,.' 49% OPEN AREA ,.9 SQ INCHES PER LINEAR FO( `,. EconoDrain® Series #12 GRATE SELECTION SCALE 1:20 ��,�\,,, IIIIIIIIII III BANDED BAR OPEN AREA • •• EconoDrain® Series #12 HEAVY DUTY PT -3Tm GRATE INSTALLATION SCALE 1:20 EconoDrain® Series #12 f INSTALLING FORMERS IN DEEPER PORTION OF SYSTEM SCALE 1:20 FOUR (4) HOLES ARE PROVIDED THROUGH THE CENTER OF THE DEEPER EPS FORMS FOR INSERTION OF REBAR. THESE HOLES MAINTAIN VERTICAL ALIGNMENT DURING INITIAL CONCRETE PLACEMENT. THE REBAR IS DRIVEN ONLY A FEW INCHES INTO THE GROUND OR SUB -BASE CONCRETE MUST BE FILLED ON BOTH SIDES OF THE FORM AS EVENLY AS POSSIBLE. MULTIPLE PASSES ON EITHER SIDE ARE PREFERABLE WHILE AVOIDING FILLING THE TRENCH FROM ONE SIDE. SEE INSTALLATION INSTRUCTIONS, STEP 15: HOW TO POUR CONCRETE AROUND ECONODRAINO TRENCH FORMING SYSTEM. THE REBAR MUST BE REMOVED ONCE THE CONCRETE /FORM PRESSURE EQUALIZES BUT PRIOR TO THE CONCRETE SETTING UP. STANDARD FORITI LEIIGTA ■ IIIIII IIIII11111 IIIIIIIIII II IIIIII IIIIIIIIII IIIIIIIIII II EconoDrain® Series #12 FINISHED PLAN VIEW SCALE 1:20 ECONODRAIN® SERIES #8 12" TRENCH SYSTEM NOM CLAMPING BOLT T_ g w EXPANSION / CONTRACTION 12" MINIMUM SLOPED DRAIN BOTTOM 0.5% TO OUTLET * * EconoDrain® Series #12 MONOLITHIC POUR INSTALLATION DETAIL SCALE 1:20 NOTES TO THE SPECIFIER: 1. ADD REBAR AS REQUIRED 2. SPECIFY REQUIRED DIMENSIONS (LABELED WITH *) 3. SHOW TOP OF GRATE ELEVATION IN PLAN VIEW 4. EXPANSION / CONTRACTION JOINT PER LOCAL ENGINEERING REGULATIONS AND GUIDELINES 5. STANDARD CHANNEL LENGTH IS 8' -0" (96 ") 6. STANDARD CHANNEL SLOPE IS 0.5% r --- IF= 0 00 440 0000 0000 00 � " 0000 ROOD 0000 00 eDODO 0000 00 00 0000 id TEE - INTERSECTIG. ELL - 11�' r1SECTION FINISHED PLAN VIEW FIN' ieD PLAN VIEW r- TES,_° PRIM INTERSECTION EPS FORM TO THE HEIGHT OF BOTTOM FRAME. n STEP 1: REMOVE ANCHOR STAND OR STUD IF NECESSARY. I TEP 4: FIELD TRIM INCOMING EPS FORMER AS NEEDED. 114 STEP 3: APPLY ADHESIVES TO G SURFACES. f , I I STEP 5: TAPE JOINT OF EPS Fu :1ERS AS NEEDED. EconoDrain® Series #12 TEE & ELL INTERSECTION KITS SCALE 1:20 2" x 4" (LONG SIDE UP) OR 4" x 4" =y DEPTH MIN MAX FLOW GPM ANCHORED TO CONCRETE 10 8" 81/2" 730 TIE WIRE TO STUD 81/2" 9" 814 N 12 1/2" THK PLYWOOD 14 11/16" 899 13 HEX HEAD BOLT,. FLAT WASHER, AND PROPER ORIENTATION �, OF LOCKING TOGGLE, THE ECONODRAIN RIES #8 TRENC YSTEM r ECONODRAIN�'�ERIES #8 12" TRENCI;i,YSTEM NOM LOCKING TOGGLE 14 �':AMPING BOLT BEND FACES DOWNWARD IF I ��I�i 101/2" Lu III Mf•:• .III • *.;M {'• ra► 1 I I I •� 'lll III _�I I' �- � �- � I �I! �� �, 3- j - -�:�.:,. •III- _, � _ EXPANSION I - EXPANSION - �i- III CONTRACTION Ili u l . CONTRACTION _ - 12 I! III = = III -1', 12" MINIMUM 1425 SLOPED DRAIN BOTTOM � I i � _ I -� - 0.5% TO OUTLET * III it SLOPED DRAIN BOTTOM - = _ 0.5% TO OUTLET EconoDrain® Series #12 Ec oDrain@ -ties #12 Ecr-, oDrain®5 pries #12 GRATE LOCKING DEVICE INSTALLATION S _.. ENDING FORMERS FRONISTING SLAB SA,:- CUT EXISTING SLAB INSTh ' ATION DETAIL F ALE 1:20 SCALE 1:20 LE 1:20 = 21 NOTES THE SPECIFIER:;. NOTES � THE SPECIFIER. 1694 1. REBAR AS REQUIRED' 1. Ar"#5 REBAR AS REQUIRED 14" 2. ECIFY REQUIRED DIMENSIONS (LABELED WI .* 2 PECIFY REQUIRED DIMENSIONS (LABELED MY ') SHOW TOP OF GRATE ELEVATION IN PLAN VIEW ?.?`SHOW TOP OF GRATE ELEVATION IN PLAN VIEW 15" EXPANSION / CONTRACTION JOINT PER LOCAL 3`Y EXPANSION ;CONTRACTION JOINT PER LOCAL 24 ENGINEERING REGULATIONS AND GUIDELINES ENGINEERING REGULATIONS AND GUIDELINES 1967 5. STANDARD CHANNEL LENGTH IS 8' -0" (96 ") f 5. STANDARD CHANNEL LENGTH IS 8' -0" (96 ") 1 151/2" 6. STANDARD CHANNEL SLOPE IS 0.5% e 6. STANDARD CHANNEL SLOPE IS 0.5% EconoDrain® Series #12 HEAVY DUTY PT -3Tm GRATE INSTALLATION SCALE 1:20 EconoDrain® Series #12 f INSTALLING FORMERS IN DEEPER PORTION OF SYSTEM SCALE 1:20 FOUR (4) HOLES ARE PROVIDED THROUGH THE CENTER OF THE DEEPER EPS FORMS FOR INSERTION OF REBAR. THESE HOLES MAINTAIN VERTICAL ALIGNMENT DURING INITIAL CONCRETE PLACEMENT. THE REBAR IS DRIVEN ONLY A FEW INCHES INTO THE GROUND OR SUB -BASE CONCRETE MUST BE FILLED ON BOTH SIDES OF THE FORM AS EVENLY AS POSSIBLE. MULTIPLE PASSES ON EITHER SIDE ARE PREFERABLE WHILE AVOIDING FILLING THE TRENCH FROM ONE SIDE. SEE INSTALLATION INSTRUCTIONS, STEP 15: HOW TO POUR CONCRETE AROUND ECONODRAINO TRENCH FORMING SYSTEM. THE REBAR MUST BE REMOVED ONCE THE CONCRETE /FORM PRESSURE EQUALIZES BUT PRIOR TO THE CONCRETE SETTING UP. STANDARD FORITI LEIIGTA ■ IIIIII IIIII11111 IIIIIIIIII II IIIIII IIIIIIIIII IIIIIIIIII II EconoDrain® Series #12 FINISHED PLAN VIEW SCALE 1:20 ECONODRAIN® SERIES #8 12" TRENCH SYSTEM NOM CLAMPING BOLT T_ g w EXPANSION / CONTRACTION 12" MINIMUM SLOPED DRAIN BOTTOM 0.5% TO OUTLET * * EconoDrain® Series #12 MONOLITHIC POUR INSTALLATION DETAIL SCALE 1:20 NOTES TO THE SPECIFIER: 1. ADD REBAR AS REQUIRED 2. SPECIFY REQUIRED DIMENSIONS (LABELED WITH *) 3. SHOW TOP OF GRATE ELEVATION IN PLAN VIEW 4. EXPANSION / CONTRACTION JOINT PER LOCAL ENGINEERING REGULATIONS AND GUIDELINES 5. STANDARD CHANNEL LENGTH IS 8' -0" (96 ") 6. STANDARD CHANNEL SLOPE IS 0.5% r --- IF= 0 00 440 0000 0000 00 � " 0000 ROOD 0000 00 eDODO 0000 00 00 0000 id TEE - INTERSECTIG. ELL - 11�' r1SECTION FINISHED PLAN VIEW FIN' ieD PLAN VIEW r- TES,_° PRIM INTERSECTION EPS FORM TO THE HEIGHT OF BOTTOM FRAME. n STEP 1: REMOVE ANCHOR STAND OR STUD IF NECESSARY. I TEP 4: FIELD TRIM INCOMING EPS FORMER AS NEEDED. 114 STEP 3: APPLY ADHESIVES TO G SURFACES. f , I I STEP 5: TAPE JOINT OF EPS Fu :1ERS AS NEEDED. EconoDrain® Series #12 TEE & ELL INTERSECTION KITS SCALE 1:20 0�� CUT OUTLET PIPE TO MATCH PROFILE OF CATCH BASIN SIDE OUTLET JT OUTLET PIPE TO MATCH VERT OF CATCH BASIN -SET FLOW LINE OF OUTLET PIPE BOTTOM OUTLET IN -LINE OUTLET TO REQUIRED SLOPE EconoDrain® Series #12 NOTES TO THE SPECIFIER: OUTLETS FROM IN -LINE CATCH BASIN 1. ADD REBAR AS REQUIRED. SCALE 1:20 2. SPECIFY MINIMUM CONCRETE ENCASEMENT. 3, MINIMUM CONCRETE COVERAGE OF OUTLET PIPE MUST BE GREATER THAN 4 INCHES (LABELED WITH *). 4. FINAL CONCRETE THICKNESS PER LOCAL ENGINEERING REGULATIONS AND GUIDELINES, CONSTRUCTION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. SECURE OUTLET PIPE PRIOR TO CONCRETING OPERATIONS. 3. DO NOT SCALE DRAWINGS. CUT OUTLET PIPE TO MATCH INVERT OF TRENCH DRAIN ECONODRAINO TRENCH SYSTEM MATCH FLOW LINE OF OUTLET PIPE TO INVERT OF TRENCH DRAIN CUT OUTLET PIPE TO MATCH J� PROFILE OF TRENCH DRAIN lf� EconoDrain® Series #12 NOTES TO THE SPECIFIER: OUTLETS FROM END OF TRENCH 1. ADD REBAR AS REQUIRED, SCALE 1:20 2. SPECIFY MINIMUM CONCRETE ENCASEMENT. 3. MINIMUM CONCRETE COVERAGE OF OUTLET PIPE MUST BE GREATER THAN 4 INCHES (LABELED WITH *). 4. FINAL CONCRETE THICKNESS PER LOCAL ENGINEERING REGULATIONS AND GUIDELINES. CONSTRUCTION NOTES: 1, INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2, SECURE OUTLET PIPE PRIOR TO CONCRETING OPERATIONS. 3. DO NOT SCALE DRAWINGS. u SET FLOW LINE OF OUTLET PIPE BOTTOM OUTLET IN -LINE OUTLET TO REQUIRED SLOPE EconoDrain® Series #12 NOTES TO THE SPECIFIER: OUTLET FROM CATCH BASIN 1. ADD REBAR AS REQUIRED. SCALE 1:20 2. SPECIFY MINIMUM CONCRETE ENCASEMENT. 3. MINIMUM CONCRETE COVERAGE OF OUTLET PIPE MUST BE GREATER THAN 4 INCHES (LABELED WITH *). 4. FINAL CONCRETE THICKNESS PER LOCAL ENGINEERING REGULATIONS AND GUIDELINES, CONSTRUCTION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, 2. SECURE OUTLET PIPE PRIOR TO CONCRETING OPERATIONS. 1 DO NOT SCALE DRAWINGS, EconoDrain® Series #12 ENGINEERING / CONSTRUCTION DETAIL TEMPLATE © 2007 MultiDrain Systems, Inc. FILE NAME: ED12- DETAILS -00 � Oj N O O p M O U H LID 4- U) N a Z Z M v O J LL 0 �QLo o Z u? oQr - � ~ZtO -ti M J w H O CL W z� U Cn ■■N■ ■IONEE 0,&%c cj # 0 QQ _n�GJ CERTIFIED BY J W 2 Q LL v O� JN H~ Cq Paz .m �ZQ > >� WccLu ON Z mi LLI v Ic V� O Z �z - z a J Q W DATE: EPS FORM DEPTH MIN MAX FLOW GPM CHWD BY: 10 8" 81/2" 730 11 81/2" 9" 814 N 12 9" 91/2" 899 13 91/2" 10" 985 0 ILL 14 10" 101/2" 1072 15 101/2" 11" 1159 IL w 16 11" 111/2" 1247 17 111/2" 12" 1335 18 12" 121/2" 1425 19 121/2" 13" 1514 Q 20 13" 13 1/2" 1604 = 21 131/2" 14" 1694 22 14" 141/2" 1785 23 141/2" 15" 1876 24 15" 151/2" 1967 25 1 151/2" 16" 2058 26 16" 161/2" 2150 27 161/2" 17" 2242 28 17" 171/2" 2334 29 171/2" 18" 2426 30 18" 181/2" 2519 N 31 181/2" 19" 2611 32 19" 19112" 2704 O ILL 33 19 1/2" 20" 2797 34 20" 201/2" 2890 IL 35 201/2" 21" 2983 W 36 21" 211/2" 3076 W37 211/2" 22" 3169 G 38 22" 221/2" 3263 39 221/2" 23" 3356 40 23" 231/2" 3450 41 231/2" 24" 3543 42 24" 241/2" 3637 43 24 1/2" 25" 3731 44 25" 251/2" 3824 45 251/2" 26" 1 3918 0�� CUT OUTLET PIPE TO MATCH PROFILE OF CATCH BASIN SIDE OUTLET JT OUTLET PIPE TO MATCH VERT OF CATCH BASIN -SET FLOW LINE OF OUTLET PIPE BOTTOM OUTLET IN -LINE OUTLET TO REQUIRED SLOPE EconoDrain® Series #12 NOTES TO THE SPECIFIER: OUTLETS FROM IN -LINE CATCH BASIN 1. ADD REBAR AS REQUIRED. SCALE 1:20 2. SPECIFY MINIMUM CONCRETE ENCASEMENT. 3, MINIMUM CONCRETE COVERAGE OF OUTLET PIPE MUST BE GREATER THAN 4 INCHES (LABELED WITH *). 4. FINAL CONCRETE THICKNESS PER LOCAL ENGINEERING REGULATIONS AND GUIDELINES, CONSTRUCTION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. SECURE OUTLET PIPE PRIOR TO CONCRETING OPERATIONS. 3. DO NOT SCALE DRAWINGS. CUT OUTLET PIPE TO MATCH INVERT OF TRENCH DRAIN ECONODRAINO TRENCH SYSTEM MATCH FLOW LINE OF OUTLET PIPE TO INVERT OF TRENCH DRAIN CUT OUTLET PIPE TO MATCH J� PROFILE OF TRENCH DRAIN lf� EconoDrain® Series #12 NOTES TO THE SPECIFIER: OUTLETS FROM END OF TRENCH 1. ADD REBAR AS REQUIRED, SCALE 1:20 2. SPECIFY MINIMUM CONCRETE ENCASEMENT. 3. MINIMUM CONCRETE COVERAGE OF OUTLET PIPE MUST BE GREATER THAN 4 INCHES (LABELED WITH *). 4. FINAL CONCRETE THICKNESS PER LOCAL ENGINEERING REGULATIONS AND GUIDELINES. CONSTRUCTION NOTES: 1, INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2, SECURE OUTLET PIPE PRIOR TO CONCRETING OPERATIONS. 3. DO NOT SCALE DRAWINGS. u SET FLOW LINE OF OUTLET PIPE BOTTOM OUTLET IN -LINE OUTLET TO REQUIRED SLOPE EconoDrain® Series #12 NOTES TO THE SPECIFIER: OUTLET FROM CATCH BASIN 1. ADD REBAR AS REQUIRED. SCALE 1:20 2. SPECIFY MINIMUM CONCRETE ENCASEMENT. 3. MINIMUM CONCRETE COVERAGE OF OUTLET PIPE MUST BE GREATER THAN 4 INCHES (LABELED WITH *). 4. FINAL CONCRETE THICKNESS PER LOCAL ENGINEERING REGULATIONS AND GUIDELINES, CONSTRUCTION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, 2. SECURE OUTLET PIPE PRIOR TO CONCRETING OPERATIONS. 1 DO NOT SCALE DRAWINGS, EconoDrain® Series #12 ENGINEERING / CONSTRUCTION DETAIL TEMPLATE © 2007 MultiDrain Systems, Inc. FILE NAME: ED12- DETAILS -00 � Oj N O O p M O U H LID 4- U) N a Z Z M v O J LL 0 �QLo o Z u? oQr - � ~ZtO -ti M J w H O CL W z� U Cn ■■N■ ■IONEE 0,&%c cj # 0 QQ _n�GJ CERTIFIED BY J W 2 Q LL v O� JN H~ Cq Paz .m �ZQ > >� WccLu ON Z mi LLI v Ic V� O Z �z - z a J Q W DATE: 05/17/2013 DRAWN BY: JCS CHWD BY: RLN JOB NO. 2013.00569 I REVISIONS SITE DETAILS SHEET N0. C.604 OF