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CITY OF EVERETT STC�RM NOTES : --- - -- - --- - _�
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR NOTES m i t h
<br /> PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE h �j S
<br /> cirY oF EVERETT. PIPE ALLOWANCES
<br /> 1. AS ACCEPTABLE ALTERNATIUES TO THE REBAR S O
<br /> SHOWN IN THE PRECAST BASE SECTION, FIBERS
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN MAXIMUM (PLACED ACCORDING TO THE WSDOT STANDARD 2�,,
<br /> AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE PIPE MATERIAI INSIDE SPECIFICATIONS),OR WIRE MESH HAVING A �� r6�-
<br /> DIAMETER MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT
<br /> WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND �� SNALL BE USED WITH THE MINIMUM REQUIRED `Z2 .
<br /> REINFORCED OR �
<br /> MUNICIPAL CONSTRUCTION (CURRENT EDITION). 12 REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE a r C I � V C l S
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM PLAIN CONCRETE „ SECTION. WIRE MESH SHALL NOT BE PLACED IN THE
<br /> �o �
<br /> AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR FRAME AND UAIUED �RATE ALL METAL PIPE 15 KNC?CKOUTS.
<br /> SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID �4
<br /> *CPSSP 12„ 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER 0 r �� 1928 43rd Ave E., Ste A
<br /> DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING THAN 20". KNOCKOUTS SHALL HAVE A WALL 3 � 6 S e a t t I e , W A 9 81 1 2
<br /> UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY (WSDOT STD. SPEC. 9-05.20) ti`Z ( 2 0 6 ) 4 5 3 � 4 0 5 3
<br /> 3 SOLID WALL PVC THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM.
<br /> THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE 3t� 0'' 15" PROVIDE A 1.5" MINIMUM GAP BETWEEN THE s h o e s m i t h c o x . c o m
<br /> APPROVED BY THE CITY ENGtNEER PRIOR TO COMMENCEMENT OF RELATED ,Lp° 20�� WSDOT STD. SPEC. 9-05.12(1)) KN�CKOUT WALL AND THE OUTSIDE OF THE PIPE. _
<br /> CONSTRUCTION ON THE PROJECT. PROFILE WALL PVC 15�� AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH N
<br /> 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 � S'' * CORRUGATED POLYETHYLENE WSDOT SPECtFICATION 9-04.3.
<br /> MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING STORM SEWER PIPE
<br /> CONSTRUCTION. 3 TO THE OWEST PIPE NV RTI HALL'BES5.5D GRADE NOTE.
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO
<br /> WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND." 2", 4", 6", 12" OR 24" 4. THE FRAME AND GRATE MAY BE INSTALLED WITH 1. PROVIDE CAST IRON FRAME & LOCKING
<br /> CHOOSE APPROPRIATE FEATURE FOR THE PROJECT THE FLANGE DOWN, OR 1NTEGRALLY CAST INTO THE GRATE.
<br /> ADJUSTMENT SECTION WITH FLANGE UP.
<br /> 2. AREA DRAIN SHALL BE USED IN NON
<br /> STO RM D RAI NAG E N OTES. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED VEHICULAR ACCESS LOCATIONS.
<br /> FLOOR,AND THE WALLS MAY BE SLOPED AT A RATE
<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 /> GRATES SHALL CONFORM TO OLYMPIC 7
<br /> THE PRECAST BASE SECTION. FOUNDRY INC.'S 20"X24"AND 18"X24" 3� 6��
<br /> NON-LEACHALBE FINISH, SUCH AS BAKED ENAMEL, FLUOROCARBON PAINT RECTANGULAR ADJUSTMENT SECTION
<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 `Z�
<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 /> 6 6\ rSF ��''
<br /> 2. BURIED UTIUTIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO ��0�� � � FNOT �� ��
<br /> INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY `` \S�� /� ` � F6� //� ( ��\ '
<br /> LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVEN T OF ANY � Q // ' / ' � s k i I 1 e d n u rs� n g
<br /> DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, �('1 ( _ - . .
<br /> CONTRACTOR SHALI NOTIFYTHE DESIGN ENGINEER. o ��� � ,/ � �" ti� � ,i� i M a d d I t I O I7 S
<br /> 3. CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM AND ROOF o ( , � � � I / � �
<br /> DRAIN TRENCH SECTION DETAIL UNLESS NOTED OTHERWISE. � #3 BAR EACH �� �` � #3 BAR EACH I �
<br /> � CORNER � �r� � � is M N � 2235 Lake Heights Drive
<br /> 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION "
<br /> OF DOWNSPOUTS. � #3 BAR HOOP ( / � � ,/ � � E v e rett� YY/�1 9�2�� �
<br /> s � / � :-,
<br /> 5. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF RAIN LEADERS. � I � � � �'" �
<br /> � ( r� .� � � ` #3 BAR HOOP /
<br /> 6. ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BE � � � ' �� WSDOT STD PLAN 8-5.20-01 ACCEPTABLE SUBSTITUTE
<br /> GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. � '
<br /> TING DRAIN TIGHT LINES ARE LOCATED ON DRAWINGS FOR g � '��/ /� / t� CITY 4F EVERETT ;
<br /> 7. ROOF AND FOO � #3 BAR EACH SIDE � FVE�� PUBLIC WORKS DEPARTMENT
<br /> CLARITY AND ARE TO BE INSTALLED IN ACCORDANCE WITH APP�ICABLE � _ �
<br /> CODES. ALL STORM DRAINAGE AND ROOF DRAIN LINE CLEANOUTS SHALL `t ------
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<br /> COMPLY WITH THE CLEANOUT DETAIL. o ALTERNATIVE PRECAST BASE SECTION T�T�E
<br /> � PRECAST BASE SECTION STANpAPODXAWINGNo CATC H BAS I N TYP E
<br /> 8. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF Q (SEE NC}TE 1)
<br /> THE FRAME IS AT THE FACE OF CURB OR FLOW LINE OF GUTTER (WHERE CATCH BASIN TYPE 1 L�,02 NOT TO SCALE
<br /> � Beth c�t r1y
<br /> APPLICABLE). "a
<br /> 9. ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTED OTHERWISE. CjATC H BAS I N TYP E 1
<br /> " ° AND � NOTTOSCALE RIGID '' FLEXIBLE of the NOI"'tI'1W@St
<br /> 10. ALL ROOF DRAINS SHALL BE 6 f1�WITH A MINIMUM SLOPE OF 1.00/o
<br /> MINIMUM COVER OF 3' UNLESS NOTED OTHERWISE. PIPE MATERIAL SHALL BE (D.I., CONC.) ' (CPEP, CMP, PVC) N0. DATE REVISION
<br /> DOH CRS .
<br /> PVC SDR35 UNLESS NOTED OTHERWISE. � 1 01-28-2019 RESPONSE#1
<br /> ; PAVEMENT BASE COURSE AND - -
<br /> 11. ALL TYPE 2 CATCH BASINS SHALL HAVE AN INSIDE DIAMETER OF 48" UNLESS I SUBBASE PER PLAN CIN OF EVERETf
<br /> � 3 03.29-2019 RESPONSE#1 (BLDG)
<br /> NOTED OTHERWISE.
<br /> NOTES J-� -- ---
<br /> CATCH BASIN FRAME AND CITY OF EVERETT
<br /> 12. ALL STRUCTURE GRATES SHALI. BE LOCKING AND SHALL CONFORM TO THE VANED GRATE OR 1. NO STEPS ARE REQUIRED WNEN NEIGHT IS 4' OR � 4 04.29-2019 RESPONSE#1 (PW)
<br /> FOLLOWING UNLESS NOTED OTHERWISE: LESS. � �` ; ` " o #
<br /> 1. VANED -WSDOT STANDARD PLAN B-30.30-01 FOR STRUCTURES IN MANHOLE RING AND COVER �-r " ,° ° A CITY OF EVERETT
<br /> �--~ �-•-�-�: ,
<br /> THE STREET OR PARKING AREAS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY �"k��°° �a° �° '�°° �'`°° �"�'` g„Typ 5 05.31-2019 RESPONSE#2(PW)
<br /> , .- Q o� ra ' o o � �.
<br /> 2. ADA-TWS OLYMPIC FOUNDARY FOR ALL LAWN AND PEDESTRtAN BE SLOPED TO FACILITATE CLEANING. � `�� ���"
<br /> �
<br /> RECTANGULAR ADIUSTMENT �``� BACKFILL WITH BANK RUN --
<br /> AREAS. �SECTION OR CIRCULAR 3. THE RECTANGULAR FRAME AND GRATE MAY BE
<br /> �'� �` # "�° ' GRAVEL FOR TRENCH BACKFILL
<br /> 3. SOLID -WSDOT STANDARD PLANS B-30.20-02 AND B-30.70-03 WHERE � ADJUSTMENT SECTION INSTALLED WITH THE FLANGE UP OR DOWN.THE 4°�°;���'F PER WSDOT 9-03.19 OR
<br /> NOTED. FRAME MAY BE CAST INTO THE ADJUSTMENT f� ' - - --�-
<br /> 4. BEEHIVE -OLYMPIC FOUNDRY PART NO. SM60BH OR APPROVED x SECTION. 4 v: SUITABLE NATIVE MATERIAL
<br /> EQUIVALENT WHERE NOTED. FLAT SLAB TOP � � � _
<br /> �`
<br /> PI PE ALLOWANCES 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF C°
<br /> � N - 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A '-�-- _
<br /> � 0.15 x DIA. OR 4" MIN. `�'
<br /> "' CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT r�, �`
<br /> --
<br /> -- __
<br /> - __ ---- ---_ _
<br /> � � ,,� PROJECT MANA6ER
<br /> BASIN ALL CPSSP SOLID PROFILE WALL AND THE OUTSIDE OF THE PIPE. AFTER THE t
<br /> PIPE IS INSTALLED, FILL THE GAP WITH JOINT , == Q LDJ
<br /> � � DIAMETER CONCRETE METAL {a� WALL WALL MORTAR IN ACCORDANCE WITH WSDOT ' `' -� � PRo�Ecr ENciNEER --"" ---- ------ -----
<br /> PVC (b) PVC (c) ' ` �� ' �� f � �,.:�' � �:� ��� .
<br /> � �� �� ,� „ „ STANDARD SPECIFICATION 9-04.3. �' ` �
<br /> 48 24 30 24 30 30 T�M
<br /> STEPS OR „ �� �� �� �� �� 5. CONCRETE STRUCTURE SHALL MEET THE ' ���,�x'. ,�,' �.�" t 6" MIN. PROJECT TEAM MEMBERS
<br /> � LADDER 54 30 36 30 36 36 � .
<br /> � I -�1,-- ,�
<br /> REqUiREMENTS OF AASHTO M199. I � m=- R.1S
<br /> SEE TABLE 60" 36" 42" 36" 42" 42" .;"i��' PIPE AS cr+ECK
<br /> w �� �� �� �� �� ��
<br /> � 72 42 54 42 48 48 6. FOR MANHOLE COVER SEE STANDARD DRAWING "" SPECIFIED ON DCN
<br /> X Q MORTAR TYP �� �� � � 610 AND 611. REFER TO DESIGN AND PIPE BEDDING PER 1.5 X I.D. + 18" PLAN OR ---
<br /> Q z 84 54 60 54 48 48 CONSTRUCTION STANDARQS AND W.S.D.O.T. 9-03.12, (3) SPECS.
<br /> � � 96" 60" 72" 60" 48" 48" SPECIFICATIONS SECTION 4 FOR ADDITIONAL
<br /> 24" MIN.
<br /> - z REQUIREMENTS. sen�
<br /> � a a. CORRUGATED POLYETHYLENE STORM SEWER PIPE, WSDOT
<br /> � � � STANDARD PLAN 9-05.20. 7. STEPS PER STANDARD DRAWING 609. NOTES:
<br /> 0 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 ,��,OF T Op��,
<br /> �.._- ~ COMPACTED TO 95°la MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST (ASTM D-1557). ���� I���
<br /> � 2. CONSTRUCT ALL STORM AND ROOF DRAINS IN CONFORMANCE WITH THIS DETAIL UNLESS � �� °�� '
<br /> .
<br /> NOTED OTHERWISE ON THE PLANS. p
<br /> 3. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE '
<br /> CATCH BASIN DIMENSIONS SUPPORTED IN COMP�IANCE WITH OSHA REGULATION AND LOCAL ORDINANCES. � �t► ,�
<br /> Z �X 4. IF ORGANIC MATERIAL IS ENCOUNTERED DURING UTILITY EXCAVATION, OVEREXCAVATE 'Pa REG9383�p 4'
<br /> Z a a. Q REINFORCING CATCH MAXIMUM MINIMUM TRENCH TO INCREASE PIPE BEDDING DEPTH TO 18" OR MORE AS REQUIRED TO COMPACT �'�SSIorsT���ti�'
<br /> � � � � WALL BASE DISTANCE BEDDING TO FIRM AND UNYIELDING CONDITION. NAL
<br /> � � � � _ STEELTYP BASIN THICKNESS THICKNE55 KNOCKOUT gETWEEN
<br /> N � �� DIAMETER SIZE
<br /> KNOCKOUTS 5i31/2019
<br /> N
<br /> 3 � . �... 12" , TRENCH SECTION TITLE
<br /> � � 48" 4" 6" 36" 8"
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<br /> � "O" RING -�/ � � � 54" 4.5" 8" 42" 8" � NOT TO SCALE STORM
<br /> o � ..
<br /> � 60° 5�� g�� 48�� g��
<br /> 3 SEPARATE BASE I NTEGRAL BASE 72�� 6�� g�� 60" 12" D RAI NAG E AN D
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<br /> � (48"T0 72" ONLYj GRAVEL g(" 8" 12" 84" 12" Structural Engineers ,t. ��c� � UTILITY DETAILS
<br /> � BACKFILL FOR Landscape Architects ��� -- - ---
<br /> o � PIPE ZONE CommunityPlanners , `
<br /> o MORTAR 12 BEDDING Natural Resource Ecologists
<br /> �- FILLET-� WSDOT STD PLAN B-10.20-01 ACCEPTABLE SUBSTITUTE Land Surveyors �' PRo�ECT No.
<br /> � � : Neighbors 18.�3-01
<br /> � � . , DATE- - ---- ----- --
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<br /> � - � � Ev��E�T pUBLIC WORKS DEPARTMENT ! - 12/21/2018
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<br /> COPYRIGHT O 2018 shoesmith cox architects
<br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV\CAD\2180406-SH-STRM.dwg
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