|
CIT OF E ERETT STORM NOTES i
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR �,. , NOTES PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE shoesmith
<br /> CITY OF EVERETT. ,����� ' 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR
<br /> -� PIPE ALLOWANCES
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN 4 ���� SHOWN IN THE PRECAST BASE SECTION, FIBERS
<br /> AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE 4,41(.0.1. MAXIMUM (PLACED ACCORDING TO THE WSDOT STANDARD 2
<br /> PIPE MATERIAL INSIDE SPECIFICATIONS), OR WIRE MESH HAVING A 76 g„
<br /> WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND DIAMETER MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT `41 „ C 0 X
<br /> MUNICIPAL CONSTRUCTION (CURRENT EDITION). REINFORCED OR SHALL BE USED WITH THE MINIMUM REQUIRED (7-`7-
<br /> PLAIN CONCRETE 12" REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE r c�
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM SECTION. WIRE MESH SHALL NOT BE PLACED IN THE Zo , _
<br /> AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR FRAME AND VANED GRATE 15" a 1 chitects
<br /> ALL METAL PIPE KNOCKOUTS.
<br /> Q
<br /> SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID *CPSSP 7 , ).1'' 1928 43rd Ave E., Ste A
<br /> DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING 12„ 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER 6 6 Seattle , WA 9 8 1 1 2
<br /> UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY (WSDOT STD. SPEC. 9-05.20) THAN 20". KNOCKOUTS SHALL HAVE A WALL 3
<br /> �' SOLID WALL PVC THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. `a ( 2 0 6 ) 4 5 3 4 0 5 3
<br /> THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE 14$
<br /> 15" PROVIDE A 1.5" MINIMUM GAP BETWEEN THE %OA
<br /> shoesmithcox . com
<br /> APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED (WSDOT STD. SPEC. 9-05.12(1)) KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE.
<br /> CONSTRUCTION ON THE PROJECT. PROFILE WALL PVC15„ AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH(WSDOT STD. SPEC. 9-05.12(2)) JOINT MORTAR IN ACCORDANCE WITH STANDARD
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS * CORRUGATED POLYETHYLENE WSDOT SPECIFICATION 9 04.3.MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. STORM SEWER PIPE3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE
<br /> TO THE LOWEST PIPE INVERT SHALL BE 5.5'. NOTEIIIIIIll114*hl
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED D MP NO 'I
<br /> WASTE, DRAINS TO STREAM, LA E, RI ER, P GET SO ND, OR WETLAND. 2" 4" 6" 12" OR 24" 4. THE FRAME AND GRATE MAY BE INSTALLED WITH 1. PROVIDE CAST IRON FRAME r LOCKING
<br /> CHOOSE APPROPRIATE FEATURE FOR THE PROJECTINA , , , THE FLANGE DOWN, OR INTEGRALLY CAST INTO THE GRATE.
<br /> ADJUSTMENT SECTION WITH FLANGE UP.
<br /> STORM DRAINAGE NOTES 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED VEHICULAR ACCESS LOCATIONS.
<br /> FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE 2. AREA DRAIN SHALL BE USED IN NON
<br /> 1. BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THAT COVEY ONE#3 BAR HOOP FOR 6" HEIGHT OF 1:24 OR STEEPER. 3. UNLESS OTHERWISE NOTED, CATCH BASIN
<br /> STORMWATER, SUCH AS ROOFS, CANOPIES, SIDING, GUTTERS, DOWNSPOUTS, INCREMENT, SPACED EQUALLY AND AREA DRAIN METAL FRAMES AND
<br /> ROOF DRAINS AND PIPES. ANY GALVANIZED MATERIALS SHALL HAVE AN INERT, 6. THE OPENING SHALL BE MEASURED AT THE TOP OF 2q,
<br /> THE PRECAST BASE SECTION. GRATES SHALL CONFORM TO OLYMPIC 7
<br /> NON-LEACHALBE FINISH, SUCH AS BAKED ENAMEL, FLUOROCARBON PAINT RECTANGULAR ADJUSTMENT SECTION FOUNDRY INC.'S 20"X24"AND 18"X24" 34 6
<br /> (SUCH AS KYNAR OR HYLAR), FACTORY-APPLIED EPDXY, PURE ALUMINUM, OR 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER LOCKING FRAME AND GRATE "TWS" ADA r0
<br /> ASPHALT COATING. ACRYLIC PAINT, POLYESTER PAINT, FIELD-APPLIED, AND THE BASIN HAS BEEN PLACED. PEDESTRIAN GRATE PER THE
<br /> PART ZINC (SUCH AS GALVALUME) COATINGS ARE NOT ACCEPTABLE. SPECIFICATIONS.
<br /> ti� �61 �. (SFF '�-, bethany
<br /> 2 NSTALDLATIONIES ARE SHOWN IN THEIR OF ANY PROJECT IMPROVEMENTS,CONTRACTOR SHALLMATE LOCATION. O RVERIFY StG- / / I NOTF6) /// ..\
<br /> LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVEN T OF ANY ` / I // 11111tVOlir
<br /> DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, ��ye / I II = .411.
<br /> skilled n u rs i n g
<br /> CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER. o O� a I I -,/ ( rn t' co additions
<br /> 3. CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM AND ROOF o / 1 ��
<br /> DRAIN TRENCH SECTION DETAIL UNLESS NOTED OTHERWISE. #3 BAR EACH / I I j/ I I #3 BAR EACH `�
<br /> 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION CORNER I //i I i I z CORNER I 2235 Lake Heights Drive
<br /> OF DOWNSPOUTS. w z Zo
<br /> a #3 BAR HOOP \i{ // • // i /010) Everett WA 98208
<br /> 5. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF RAIN LEADERS. ,, 1 �" I N
<br /> Q 1 // ice/ I \`� #3 BAR HOOP
<br /> 6. ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BE I / olli
<br /> GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. N 1c U Gib i / WSDOT STD PLAN B-5.20-01 ACCEPTABLE SUBSTITUTE
<br /> 7. ROOF AND FOOTING DRAIN TIGHT LINES ARE LOCATED ON DRAWINGS FOR / CITY OF EVERETT4
<br /> CLARITY AND ARE TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE z #3 BAR EACH SIDE104101
<br /> RE� PUBLIC WORKS DEPARTMENT
<br /> CODES. ALL STORM DRAINAGE AND ROOF DRAIN LINE CLEANOUTS SHALL w #3 BAR EACH WAY
<br /> COMPLY WITH THE CLEANOUT DETAIL. cnyong,neer SettionManager CAD Manager Drawn By Current Rev Date
<br /> W ALTERNATIVE PRECAST BASE SECTION RYAN SASS HEATHER GRIFFIN PAUL WILHELM WRB 03/07/2017 (-3)
<br /> KEYMAP
<br /> PRECAST BASE SECTION TITLE STANDARD DRAWING No. CATCH BASIN T PE 30
<br /> 8. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF 3 (SEE NOTE 1) CATCH BASIN TYPE 1 402 NOT TO SCALE
<br /> THE FRAME IS AT THE FACE OF CURB OR FLOW LINE OF GUTTER (WHERE E g
<br /> APPLICABLE). LL
<br /> I 1 Bethany
<br /> 9. ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTED OTHERWISE. CATCH BASIN T PE 1
<br /> 10. ALL ROOF DRAINS SHALL BE 6" WITH A MINIMUM SLOPE OF 1.00% AND NOT TO SCALE RIGID 1 FLEXIBLE of the Northwest
<br /> MINIMUM COVER OF 3' UNLESS NOTED OTHERWISE. PIPE MATERIAL SHALL BE (D.I., CONC.) T (CPEP, CMP, PVC)
<br /> DATE
<br /> NO.
<br /> PVC REVISION
<br /> SDR35 UNLESS NOTED OTHERWISE. DOH CRS
<br /> PAVEMENT BASE COURSE AND 1 01-28-2019 RESPONSE 01
<br /> 11. ALL TYPE 2 CATCH BASINS SHALL HAVE AN INSIDE DIAMETER OF 48" UNLESS
<br /> SUBBASE PER PLAN CITY OF EVERETT
<br /> NOTED OTHERWISE. NOTES 3 03.29-2019 RESPONSE 01 (BLDG)
<br /> 12. ALL STRUCTURE GRATES SHALL BE LOCKING AND SHALL CONFORM TO THE CATCH BASIN FRAME AND CITY OF EVERETT
<br /> FOLLOWING UNLESS NOTED OTHERWISE: VANED GRATE OR 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR �, :a+, «• MY 4 04.29-2019 RESPONSE 0 1 (PW)
<br /> MANHOLE RING AND COVER LESS. ='•may• •• x �,.• f• -..• * ..•.•?�
<br /> 1. VANED-WSDOT STANDARD PLAN B-30.30-01 FOR STRUCTURES IN 4�, � fit,:. q .' :.: CITY OF EVERETT
<br /> THE STREET OR PARKING AREAS. qo.:Quo Coo (1 .(` o•C/ o*Q o.� 5 05.31-2019 RESPONSE 02(PW)
<br /> 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY o.. o a v.:" a°`. vq o°..• 8" TYP
<br /> 2. ADA-TWS OLYMPIC FOUNDARY FOR ALL LAWN AND PEDESTRIAN BE SLOPED TO FACILITATE CLEANING. '' ' '
<br /> RECTANGULAR ADJUSTMENT
<br /> AREAS. SECTION OR CIRCULAR BACKFILL WITH BANK RUN
<br /> 3. SOLID -WSDOT STANDARD PLANS B-30.20-02 AND B-30.70-03 WHERE / 3. THE RECTANGULAR FRAME AND GRATE MAY BE
<br /> ADJUSTMENT SECTION INSTALLED WITH THE FLANGE UP OR DOWN.THE GRAVEL FOR TRENCH BACKFILL
<br /> NOTED. �' �,/ FRAME MAY BE CAST INTO THE ADJUSTMENT I PER WSDOT 9-03.19 OR
<br /> 4. BEEHIVE -OLYMPIC FOUNDRY PART NO. SM6OBH OR APPROVED x, SECTION. SUITABLE NATIVE MATERIAL
<br /> EQUIVALENT WHERE NOTED. FLAT SLAB TOP 2 z-- a Ka o o
<br /> �, 2 PIPE ALLOWANCES 4. KNOCKOUTS SHALL HAVE A WALLTHICKNESS OF `agogo°oog*
<br /> r+ o0 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A ' 00000• �'
<br /> `i CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT 0.15 x DIA. OR 4" MIN. • 000
<br /> WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PROJECT MANAGER
<br /> BASIN SOLID PROFILE CPSSP PIPEISINSTALLED, FILLTHEGAPWITHJOINT vo°000 Q
<br /> DIAMETERCONCRETE METAL a WALL WALL 4, 0 0p LDD
<br /> O MORTAR IN ACCORDANCE WITH WSDOT 0 00PVC (b) PVC(C) 00 ® OOPROJECT ENGINEER
<br /> STANDARD SPECIFICATION 9-04.3. o o 0
<br /> 48" 24" 30" 24" 30" 30" ° ° .
<br /> STEPS OR o"o 0 0 o O°o' •°o' TEM
<br /> 54" 30" 36" 30" 36" 36" 5. CONCRETE STRUCTURE SHALL MEET THE o 0 0 0 0 0 0 + 6" MIN.
<br /> '� O _ O O _ O O•O . ` PROJECT TEAM MEMBERS
<br /> y/ LADDER
<br /> = =11 - = =11:-. R[S
<br /> SEE TABLE 60" 36" 42" 36" 42" 42" REQUIREMENTS OF AASHTO M199. _ U== �'. 11:*-r..` 6-*'
<br /> LU �f PIPE AS
<br /> u 72" 42" 54" 42" 48" 48" 6. FOR MANHOLE COVER SEE STANDARD DRAWING _ CHECK
<br /> z MORTAR TYP SPECIFIED ON
<br /> Q z 84" 54" 60" 54" 48" 48" 610 AND 611. REFER TO DESIGN AND PIPE BEDDING PER PLAN OR DON
<br /> w CONSTRUCTION STANDARDS AND W.S.D.O.T. 9-03.12, (3) 1.5 X I.D. + 18"
<br /> �- 96" 60" 72" 60" 48" 48" SPECIFICATIONS SECTION 4 FOR ADDITIONAL 1 SPECS.
<br /> z REQUIREMENTS. 24" MIN.
<br /> a a. CORRUGATED POLYETHYLENE STORM SEWER PIPE, WSDOT SEAL
<br /> 2 ` STANDARD PLAN 9-05.20.
<br /> 7. STEPS PER STANDARD DRAWING 609. NOTES:
<br /> L - a FLOW b. WSDOT STANDARD PLAN 9-05.12(1). 1. BACKFILL MATERIAL SHALL NOT HAVE ROCKS OR PARTICLES LARGER THAN 1" WITHIN 12" OF
<br /> FLOW c. WSDOT STANDARD PLAN 9-05.12(2). THE PIPE. BACKFILL MATERIAL SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS AND ,��,�STOp#�,
<br /> �-( x
<br /> COMPACTED TO 95% MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST(ASTM D-1557). C, ��of wasRj�c
<br /> 2. CONSTRUCT ALL STORM AND ROOF DRAINS IN CONFORMANCE WITH THIS DETAIL UNLESS ��� °�
<br /> NOTED OTHERWISE ON THE PLANS. ; �J% O
<br /> 3. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE -�� - /
<br /> CATCH BASIN DIMENSIONS SUPPORTED IN COMPLIANCE WITH OSHA REGULATION AND LOCAL ORDINANCES. d>�
<br /> } aT MINIMUM 4. IF ORGANIC MATERIAL IS ENCOUNTERED DURING UTILITY EXCAVATION, OVEREXCAVATE ° R�c39383� sv
<br /> REINFORCING CATCH MAXIMUM TRENCH TO INCREASE PIPE BEDDING DEPTH TO 18" OR MORE AS REQUIRED TO COMPACT ��+ tsTi 1 '
<br /> E- STEEL TYP BASIN WALL BASE KNOCKOUT DISTANCE SSIONAL P'
<br /> N N �, THICKNESS THICKNESS BETWEEN BEDDING TO FIRM AND UNYIELDING CONDITION.
<br /> 3 ���� • �,�• 12' DIAMETER 4" 6" 36"SIZE KNOCKOUTS8' TRENCH SECTION
<br /> 5/31/2019
<br /> „O" RING 1-4' • ti '%.7: •i..t�.:,=`a - 54" 4.5" 8" 42„ 8„ 4TITLE
<br /> Y I 60" 5" 8" 48" 8" NOT TO SCALE STORM
<br /> INTEGRAL BASE
<br /> Z SEPPRECASTASE PRECAST WITH RISER BASE 6" 8" 60" 12" DRAINAGE AND
<br /> Z 84" 8" 12" 72" 12" Civil Engineers T I L I T DETAILS
<br /> g (48" TO 72" ONLY) GRAVELStructural Engineers
<br /> 0 96" 8" 12" 84" 12" g in2, BACKFILL FOR Landscape Architects
<br /> Community Planners MORTAR 12„ PIPE ZONE
<br /> MIL Air
<br /> P. FILLET BEDDING Natural Resource Ecologists
<br /> WSDOT STD PLAN B-10.20-01 ACCEPTABLE SUBSTITUTE PROJECT NO.
<br /> F Land Surveyors
<br /> U
<br /> to 1ATE
<br /> CITY OF EVERETT Neighbors D18.03-01
<br /> -,.-, 2 1440.03 • •,%-s ,-,'.t ig.fi ., RETT PUBLIC WORKS DEPARTMENT 12/21/2018
<br /> ,7,
<br /> o A B L PROJECT NETWORK PATH
<br /> M
<br /> Cky Engureer se''''
<br /> Manager CAD Manager Drawn By Current Rev Date
<br /> g SEPARATE BASE - GRAVEL BACKFILL FOR nE RYAN SASS HEATHER GRIFFIN PAULWILHELM WRB 03/07/2017
<br /> CAST-IN-PLACE
<br /> PIPE ZONE BEDDING SANDARDDRAWINGNa. T A C O M A • S E A T T L E
<br /> Q Q g CATCH BASIN TYPE 2 405 S P O K A N E • T R I - CITIES
<br /> s� LL�
<br /> I I 2215 North 30th Street, Suite 300 Tacoma, WA 98403 SHEET NUMBER
<br /> Know what's below. 2
<br /> CATCH BASIN T PE E 2 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEBC3 • 1O
<br /> Call before you dig. NOT TO SCALE NOT FOR CONSTRUCTION PERMIT SET
<br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV\CAD\2180406-SH-STRM.dwg COPYRIGHT 02018 shoesmith cox architects
<br />
|