1215 80TH ST SW 2022 Plans 2025-08-07 (2)

STORM DRAINAGE DETAILS SEC.12 SW,TOWNSHIP 28 N., RANGE 4 E. W.M. Cc � F W z in J W 291/4" 1/8" NOTES NOTES 8 m Q U 15/8" 7/8" 3/4" 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 24" 1. BOLT-DOWN CAPABILITY IS REQUIRED ON ALL ¢ W (n 20"X24"GRATES OR COVERS AS SHOWN ON FRAMES,GRATES AND COVERS.PROVIDE TWO o& U STANDARD DRAWINGS 409,410 AND 411. HOLES IN THE FRAME THAT ARE VERTICALLY o o: ALIGNED WITH THE GRATE OR COVER SLOTS. �Qs c m I- 2. BOLT-DOWN CAPABILITY IS REQUIRED ON ALL THE FRAME SHALL ACCEPT THE 5/8"-11 NC X 2" a w FRAMES,GRATESANDCOVERS UNLESS SPECIFIED O STAINLESS STEEL RECESSED ALLEN HEAD CAP t i T„T„ W O %R OTHERWISE IN THE CONTRACT.PROVIDE TWO HOLES SCREW BEING TAPPED,OR OTHER APPROVED 0 V O O U IN THE FRAME THAT ARE VERTICALLYALIGNED WITH MECHANISM.LOCATION OF BOLT DOWN HOLES n z V1 y< Q LL JO THE GRATE OR COVER SLOTS.THE FRAME SHALL VARIES BY MANUFACTURER. & a a a Z ACCEPT THE 5/8"-11 NC X 2"STAINLESS STEEL DETAILA o_ C m BOLT-DOWNHOLETYP " RECESSED ALLEN HEAD CAP SCREW BEING TAPPED, 2. REFER TO WSDOT STANDARD SPECIFICATION w w w w w Q OR OTHER APPROVED MECHANISM.LOCATION OF 9-05.15(2)AND DESIGN CONSTRUCTION N y y N W 5/8"-11 NC,SEE BOLT 3 0 0 BOLT DOWN HOLES VARIES BY MANUFACTURER. o STANDARDS AND SPECIFICATIONS SECTION 4 FOR DOWN DETAIL AND NOTE 2 _ s N ADDITIONAL REQUIREMENTS. Q 3. REFER TO WSDOT STANDARD SPECIFICATION _ - 9-05.15(2)AND DESIGN CONSTRUCTION STANDARDS _ 0 3. FOR FRAME DETAILS,SEE STANDARD DRAWING i i i i i T a W A A AND SPECIFICATIONS SECTION 4 FOR ADDITIONAL - �Q 406. m m m m m m REQUIREMENTS. 0` 3 3 3 3 w O m �� 4. THE THICKNESS OF THE GRATE SHALL NOT x S S S S x a 2 1/2' OQ� A A EXCEED 15/8" m m �, FRAME CAST INTO (J� 1 6" 5. VANED GRATES SHALL BE SPECIFIED,SEE w STANDARD DRAWING 411.THE CITY OF EVERETT m DETAILB ADJUSTMENT ENT PRECAST x "SHALL GRANT THE USE OF A HERRINGBONE SECTION. 04 3 n N N N GRATE ON A CASE BY CASE BASIS. SEE STANDARD i DRAWINGS 401, 3/4' 6. ALL GRATES MUST BE STENCILED OR STAMPED a a N S 402,4030R 404 O O "DUMP NO WASTE,DRAINS TO "WHERE THE a N c m O FOR ADJUSTMENT FANGE 11/4 BLANK SHALL BE FILLED IN WITH"STREAM", SECTION DETAILS UPWARD "LAKE","RIVER","PUGET SOUND",OR "WETLAND"AS APPLICABLE TO THE LOCATION BOLT-DOWN SLOT WHERE THE GRATE 15 TO BE INSTALLED. STAINLESS STEEL FLANGE UP TOP DETAIL A RECESSED ALLEN HEAD CAP SCREW In 5/8"-11 NCx2 O TOP T W GRATE W N J j;P 241/4" o O co DO DO cr) ANY C o cr - I I— s PRECAST55OF 3 C e 0 W a N w SECTION A A jg:—FRAME FLANGE DOWN ADJUSTMENT o (SEE NOTE I) (L Z c m SECTION Q W 0^ O WSDOTSTD PLAN B-30.10-03,ACCEPTABLE o WSDOT STD PLAN B-30.50-01,ACCEPTABLE > Z N cr SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN tE Q DETAILB SCREWS MUST BE STAINLESS STEEL n SCREWS MUST BE STAINLESS STEEL = O CITY OF EVERETT ®m ISOMETRIC CITY OF EVERETT c 0 2 Q $� PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT (�cl) W Z w= SECTION A-A BOLT-DOWN DETAIL _ 00 (SEE NOTE 2) 'a"r+sass xi WrC RiIIIx`°AU�'—LM °"""1Ra 12]30n�2016 9 m sass n�T�Ex�ximx`anu wLne�M w Ol/03/2019 0 0 wo RECTANGULAR FRAME e pax HERRINGBONE GRATE nx N Eso 406 s 409 00 (REVERSIBLE) �g FOR CATCH BASIN OR INLET H. F za 3° NOTES B� DETAIL = NOTES �°F wnse'm� B 4" 1. BOLT-DOWN CAPABILITY IS REQUIRED ON ALL Ia M°'e 1. BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,GRATES AND COVERS.PROVIDE TWO _ _ FRAMES,GRATES AND COVERS.PROVIDE TWO _ HOLES IN THE FRAME THAT ARE VERTICALLY HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS, ALIGNED WITH THE GRATE OR COVER SLOTS.THE P 42755 2 D D 2"STAINLFRAESS STEEL ACCEPT RECESSED ALLEN HE DCAP J STAINLESS STEEL RECESSED ALLEN HAD CAP SCREW OFSS DNA�JEE�G�� 21/2"DIA SCREW BEING TAPPED,OR OTHERAPPROVED A A BEING TAPPED,OR OTHER APPROVED MECHANISM. HOLE MECHANISM.LOCATION OF BOLT DOWN LOCATION OF BOLT DOWN HOLES VARIES BY D ETA ILA - HOLES VARIES BY MANUFACTURER. c MANUFACTURER. 2 24 23 C = 2. ALTERNATIVE REINFORCING DESIGNS ARE = 2. REFER TO WSDOTSTANDARD SPECIFICATION _ ACCEPTABLE IN LIEU OF THE RIB DESIGN. o — — — = 9-05.15(2)AND DESIGN CONSTRUCTION A A \ 3 - STANDARDS AND SPECIFICATIONS SECTION a o 11/4' 3. REFER TO WSDOT STANDARD SPECIFICATION _ ADDITIONAL REQUIREMENTS. •o 9-05.15(2)AND DESIGN CONSTRUCTION STANDARDS AND SPECIFICATIONS SECTION 4 = 3. FOR FRAME DETAILS,SEE STANDARD DRAWINGS c � FOR ADDITIONAL REQU IREM ENTS. N 406 AND 407. 00o BOLT-DOWN SLOT w O O oxa�xs To smEau miaow 3 m O O DETAIL 4. FOR FRAME DETAILS,SEE STANDARD DRAWING 4. ALL GRATES MUST BE STENCILED OR STAMPED O O 406. DUMP HA L BE A DRAIN W TO ITH",WHERE THE w C O O�O� a B SECTION B-B ISOMETRIC BLANK SHALL BE FILLED",WITH"STREAM","AK E", o a 24" "RIVER","PUGET SOUND",OR"WETLAND"AS x APPLICABLE TO THE LOCATION WHERE THE GRATE IS - u 7 OR 8 EQUAL SPACES Q n O O O O DIRECTION OF FLOW TO BE INSTALLED. a OHO O�O� EE NOTE 2)R(S SECTION A-A STANDARD DIRECTIONAL GRATE (SE YI C B C TOP SECTION B-B SECTION D-D B DETAIL C A 7 L 43/4" fj- (SEE NOTE 1) In IT C LU c 3/4"DIA HOLE C F a) C = Q OD NNr.I N �� 3 "4 11/z 1 ' � SECTION E E �f C LLnn 3 Lr3 a � SECTION A-A E E (sEE NOTE 01AND N O 3 3 � WSDOT STD PAN B-30.30-01 AND B-30.40-01,ACCEPTABLE m U Y t z Epp a z SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN SCREWS 3 7� MUST BE STAINLESS STEEL o 9 pppv�pvppv�vOpOppvp WSDOT STD PLAN B-30.20-02,ACCEPTABLEID 3/q \ p�p0�p�p��p�p�ppp�pp��pp 11/2„ v SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN U ppvp��pOpd��pp��pv��vp�p0 31/2" STAINLESS STEEL SCREWS MUST BE STAINLESS STEEL Q B ISOMETRIC 31/4" pppvpPppopvopopp 5" 1/2"DIA BOLT CITY OF EVERETT 24 CITY OF EVERETT 4 EQUAL svn a EQUAL svn BOLDETAWgSLOT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT ~ K2 ,f00770 03/2019 LIFT HANDLE N ISOMETRIC SECTION C-C SOLID COVER" ` City of Everett Permit Review VANED GRATES E O Fs FOR CATCH BASIN OR INLET W 410� Iso SECTION C-C BI-DIRECTIONAL OPTION 411 N i s _ EVERETT Status:Revisions Approved FOR CATCH BASIN OR INLET x N y T° o 5 i