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HomeMy WebLinkAboutSD.4_STORM DRAIN - DETAILS 2 1 B 2 5 LEGEND r- - - - - - - - - - - - - - - - - - -- - - - -1 36" 0 TROWELSMOOTH I 28" O EDGE OF GUTTER 6 I I 1 O3 1.75" X 1.75" X 1/4" ANGLE IRON. I 1 STANDARD GRATE FRAME A N A SEE SD-609 AND SD-610A A -� A s NOTCH _ ,n O4 PAVEMENT SURFACE. 2 X2 A A O5 STANDARD GRATE AND GRATE FRAME. SEE I ��0� 5�0� 2 6 SD-609 OR SD-610A. ------------- --0 F-- ----------- V d= ` 4 0 4" X 4" X 3/8" ANGLE IRON i o aQ O7 1-11 (3) 7" N0.4 BARS 2 I I d 0 E 2 1/16" LIP (TYPICAL) O o f 26-1/2" J 3'-0" I I LL ` _`=88 a 4° TOP VIEW L — — — — — — — — — — - - — — — — — — — — — — � >Noa 28" O +L+ a 3 4„ 4^ 4" \ 4„ 18„ 6„ R1 2" C N 3/ �. / PLAN VIEW O E- 1 3 TYP. 1/2" C1 e y d 6 '/2„ 6 ' N.T.S. V V Q y R1„ Q � o-� 5 °� III III—III—I —I I—I = b T SECTION B—B SECTION A—A ISOMETRIC u Z 11=III=III—III—T— 3 _ 1=III=III=III=III Q y "y o o 1 —II1=1I1=1II—III III—II1=1I1=1I1=1 rn o II u „ u 5 3 III-1 1=1 I—III _ —III—III—III III- N a E N.T.S. B 5 B s f2 v —III—III—III _ _ o y 2 III—IIIIIIIIIIIII a B GRATE TYPE III J TI, ITI"ll 5 11 mw a�o� _ 0.20% MIN SLOPE 7 < a TOP VIEW �I__ II___ II 1 3 2 F 4 'N.T.S. 8" RADIUS UP TO INLET CATCH JV� 4 Lq OUTLET BASIN, SEE ROLLED CURB SD-702. 0 BAFFLE WALL WALL 6" 18" 4" 3 Q FLOW- HAND HAND FORM RADIUS AT FLOW INLET CATCH BASIN TO FIT 1 2" 28 s 1/2" 4 3 PLAN ELEV A ELEV D N.T.S. 4 CONTACT DIGLINE BAFFLE WALL 4 z 2" LIP ,: g 4 0 • ELEV C 20" STD 2" 6 SEE NOTES BELOW 3'-0" 2'-4" 6EFOI�E DIGGING., 1-800-342-1585 n ^ 6" 2'-0" 6" TOP OF CURB 2" 7 27 ,/r' I.D. SECTION A-A a 0.2% MIN FLOWLINE OF CURB N.T.S. SECTION A-A a SLOPE N.T.S. LEGEND BASE OF CURB Oj ADJOINING TOP OF CURB. NOTCH ° NOTES L11 o CATCH 1-3/4" x 1-3/4" x 1/4" 2 X2 III—III— 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY J Q O OUTLET. AREA STEEL ANGLE —III—I I O3 PAVEMENT SURFACE. 2 28 III—III- J a —III—I LEGEND: 4 STANDARD GRATE AND GRATE FRAME, ° TOP VIEW END VIEW 1 MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) z 0 III—III z LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) LLI O 0 SEE SD-609 OR SD-610A. ,° `: . ° • (=I s H 1—FT USE GRADE RINGS (TYPICAL) z O STANDARD ROLLED CURB AND GUTTER. $ 1 -2 6 GRATE FRAME DETAIL —III= 1-FT < H <= 2—FT USE 24" DIA RCP RISER 2 > Q O4" X 4" X 3/8" ANGLE IRON 2'-4" NOTES 1 III— O7 (3) 7" N0.4 BARS AO FOUR-SIDED FRAME IS REQUIRED. N.T.S. —III- 2> < H <= 10—FT USE MANHOLE CONE & 48" DIA RISERS a_ p p O EL. A > EL. B BY 0.10' MIN 00 � LEGEND III EL. D < EL. B BY 0.10' MIN < Z) Lu ®EDGE OF GUTTER SECTION A—A III— EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD � Q O1 1-1/2" x 3/4" STEEL BARS (TYP.). N.T.S. - —I s WATERTIGHT SEAL Q O2 1/4" FILLET WELD ALL BARS. -III= 8 PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET 4 PLACES (TYP.) SECTION B—B ON SIDE OF BOX Q J O3 WELD (4) 1/2"x7" STUDS. N.T.S. (n 2017 ACHD REVISION 2017 ACHD REVISION F (n 2017 ACHD REVISION 2015 SAND AND GREASE TRAP STANDARD DRAWING ~ IDAHO STANDARDS INLET CATCH BASIN STANDARD DRAWING IDAHO STANDARDS CATCH BASIN GRATE STANDARD DRAWING IDAHO STANDARDS INLET CATCH BASIN STANDARD DRAWING ACHD S ORGUIDELANES DESIGN BMP 01 z ° FOR PUBLIC CONSTRUCTIONKS TYPE I V (FOR ROLLED CURB) N0 S D- 6 0 4A FOR CONSTR CONSTRUCTION KS TYPE III N0 S D- 610A FOR CONSTR CONSTRUCTION KS TYPE I N0 S D - 6 01 1 OF 2 ° a (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) 0AL ENG� 1G\STE "CO LEGEND 2 Q WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED (P y � 7-5-23 � FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) / 9 9TF \QP� 1 z 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER /� I I �'OS OF SOS O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE— / 00000 00 \ EXTEND PIPE (1" TO 6" MAX.) S K ER��� CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS ./ ❑o O O O O 0 ` I INSIDE MANHOLE Q: 0 0 0 0 0 0 0 00 I-III °. b a III=III=III _ _ s PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" O O O O O 0 7 —I - —ITI—ITI—II O A •PIPE. DRILLED WELLS MAY USE 4" PIPE 000 000 0 • - -III=III=III STORM II—III—II II-1�= >•, OO NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK pp DRAIN 0 0• 0 11=1 1=1 I e O • I—ITI-11 III=III= - Q POLYPROPYLENE FIBER REINFORCEMENT AT 1 1 2 LBS CY II=III. III-11 3 00 >,° AP -.=>.°:-> / / O O O O O O • • Q O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. O O O O O O O '• '• '• -b USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES ❑Op00000000 h " LEGEND • ; 0 0 � • \ 0 O / I PIPE FROM INLETS O CONCRETE COLLAR IN PAVED STREET SECTIONS . - \ 3 AND/OR TEE IN PER SD-616. • ' 3 NOTES: MAIN LINE. 5 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR I I OZ GRADE RINGS GROUTED WATERTIGHT IN PLACE, N PLAN CONCRETE COLLAR NOT TO EXCEED 18" FROM FINISHED SURFACE O STORM DRAINAGE FACILITIES I • N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS I I ro TOP OF CONE. 0 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD O PRECAST MONOLITHIC ECCENTRIC CONE SECTION. Q (REBAR NOT SHOWN). LL 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 4 0 0 P LAN O RAMNEK OR APPROVED GASKETS AT ALL JOINTS. ° w PLAN W N p Q N.T.S. 0 0 N.T.S. 5 PROPERLY ALIGN ALL INTERIOR JOINTS. Q 1oIm > �18"� 6 © PRECAST CONCRETE MANHOLE BARREL SECTION �W m 1(M N') (REBAR NOT SHOWN). a& O a f° 5 7 O PRECAST GASKETED HUB RING OR RUBBER az a °,e °, e.°,e 6 10 9 8 GASKETED COLLAR. o 'III ri ____ _____ _____ ___ __ __-___ SURFACING TO MATCH FLUSH WITH EXISTING oo LLJ 8 - 3 °X - o --- --- m ° 24" -A. 9FRAME TO BE GROUTED TO GRADE RINGS.W d n oo W 6 tj ° ¢ Q 1 10 FRAME AND COVER PER SD-617. oa SECTION CONCRETE COLLAR Z �LL 0-1 11 a ° 8 4" (MIN) 11 MANHOLE STEPS. H > N.T.S. 2 $" a' ° 12 SEE SD-501 FOR CAST IN PLACE MANHOLE Z M. 2 N BASE. SEE SD-501A FOR PREFABRICATED O O I- 4 2'-0" 3 BASE. cn z w OR 2'-6" NOTES: w w> 9 4 OA OPTIONAL PREFABRICATED MANHOLE BASE WITH O APPROVED PIPE CONNECTIONS MAY BE USED WITH �o O SECTION A—A O NOTE: v 5 ENGINEERS APPROVAL, SEE SD-501A. ' 9 A TOP OF COLLAR TO BE FLUSH © PLACE VERTICAL WALL ON UPSTREAM SIDE OF aLL M N.T.S. WITH MANHOLE COVER. 6 11 6 MANHOLE, ROTATED 45 DEGREES. © 3LB PER CY OF FIBER-REINFORCED 48 © FOR INLET PIPE DIAMETER, D, GREATER THAN 24", �� O CONCRETE MAY BE USED IN LIEU OF _tm z SEE SD-613 OR SD-614. LEGEND REBAR WITH ENGINEER'S APPROVAL. Q g c a oD MANHOLE FRAME AND COVER: ow N O1 #4 REBAR (2 EACH) SEE SECTION A-A). 6" (MIN) N A. REFER TO DRAWING NO. SD-617. rK , A' B. FRAME AND COVER SHALL BE FLUSH WITH w3 ° O #4 REBAR AT 20" SPACING. 7 s: SLOPE OF PAVEMENT. ID 1/8"-1/4". 12 C. "STORM DRAIN" ON COVER. O3 SCORES. .i` .'.fr '; ' �3 7 8'0 WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER iY u �--►� 04 RIM. RING OR GASKET COLLAR WHERE THE PIPE IS IN 10 O 03 SECTION O FRAME AND COVER PER SD-617. SECTION A—A CONTACT WITH MANHOLE BASE AND/OR MANHOLE z ° a CHANNEL, IN ORDER TO INSURE A WATERTIGHT 4" TYPE 1 SEAL. © SEE "DETAIL A" FOR REBAR IN COLLAR. ° ' a: e BEDDING N.T.S. 6�. O EITHER BASE ON SD-501 OR SD-501A MAY BE N.T.S. 0 FINISHED GRADE. ° ° ° / USED WITH EITHER MANHOLE DESIGN. 2" (MIN.) e ', ° . � O8 SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT. Cw V O O9 GROUT BETWEEN RING AND COVER AND GRADE RINGS. J w rn 10 FRIBILLATED POLYPROPYLENE FIBER (1 1/2 LBS. PER CY) DETAIL A �' '- CID Y O MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE Z >_ Z oho COLLARS. N.T.S. p �o } 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION W O 0t Y N v m 2017 ACHD REVISION IDAHO STANDARDS p w w IL L FOR PUBLIC WORKS STANDARD C O N C R E T STANDARD DRAWING 0_ 0_ o Q IDAHO STANDARDS IDAHO STANDARDS NO. FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING CONSTRUCTION CATCH MANHOLE S D - 611 Z N CONSTRUCTION OBSERVATION WE�� SD - 627 CONSTRUCTION OBSERVATION WELL SD - 627 FOR CONSBRUCTIONKS MANHOLE COLLAR NO. SD- 61 6 (ACHD SUPPLEMENT) � JOB NUMBER: � (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 ACHD SUPPLEMENT IDB2355 m 0 DATE: 6-9-23 �G SHEET NUMBER: lii li ° SDm4 Wyo W