|
CIT OF E ERETT SEWER NOTES
<br /> A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS S
<br /> hAND WSDOT/APWA STANDARD SPECIFICATIONS. NOTES: 3000 psi CLASS C 2'-a _ NYLOPLAST DRAIN BASIN WITH DOME GRATE 0 m � t h
<br /> PIPECONCRETE TYP
<br /> dmiii6iiiiiiii ciutiHr___
<br /> B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR1. MATERIAL PER PLAN. ( )
<br /> PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY „ 2. PIPE DIAMETER PER PLAN. -4- AEA.::. (1,2) INTEGRATED DUCTILE IRON C 0 X
<br /> INSPECTOR.
<br /> 1/2" 3. ABS TO PVC USE PVC ADAPTOR OR FERNCO W/STAINLESS 1'-0" '° GRATE TO MATCH BASIN 0.0.
<br /> C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM LETTERING STEEL CLAMPS OR APPROVED EQUAL. -
<br /> AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR DRILL et TAP (SPLITTING IIIW ("SEWER") FOR 4. PVC TO CAST IRON OR CONCRETE USE FERNCO W/STAINLESS L I I-- 4-3/4" 8t
<br /> SANITARY SEWER STEEL CLAMPS OR APPROVED EQUAL. 12"0 '_ (/; architects
<br /> _SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE THE SEAM) SET MADE -� ����,��
<br /> i01��111���`1�A CLEANOUTS ONLY ` =-� CL
<br /> TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES BOLT- DOWN WITH 3/8" 1111111111,E 10" FIBRE JOINT 1928 43rd Ave E., Ste A
<br /> ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC i 1 k '1111111111��
<br /> SS ALLEN- HEAD BOLTS - 111111111111111`' PACKING
<br /> WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE 2 PLACES • '111� �1111114 • - MINIMUM PIPE BURIAL Seattle , W A 98112
<br /> CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE 11%
<br /> Q1�1��1�1• 1�1i 5/8 1 DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE ( 2 0 6 ) 4 5 3 4 0 5 3
<br /> �11111111111� MANUFACTURER O°-360°ACCORDING TO PLANS
<br /> PROJECT. .1111111111111111111i� 45• (�/8) BEND -__° (3) VARIABLE INVERT HEIGHTS RECOMMENDATION s h o e s m i t h c o x . c o m
<br /> � �1�1A�1i � a/////////////////////////////////%%///%%, j AVAILABLE(ACCORDING TO (MIN.MANUFACTURING
<br /> 4
<br /> ... "�" PLANS/TAKE D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS �� __ % Ilik 1 OFF) REQ.SAME AS MIN.SUMP)
<br /> MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING // ` • 4"
<br /> CONSTRUCTION. III i /I I j///// /#,.//
<br /> IDE
<br /> 1/2" 1 BORDER ,,,
<br /> Pi- 11:47:4 "1/ '
<br /> SANITAR SEWER NOTES [ 7-3/,"
<br /> �� (3) VARIABLE SUMP DEPTH
<br /> 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST 15" (4) VARIOUS TYPES OF INLET&OUTLET ADAPTERS ��, 4"MIN ONS"-2a" ACCORDING TO PLANS
<br /> CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR AVAILABLE: 4"-3s"FOR CORRUGATED HDPE /O,� 6 MIN.ON 8"-24",10"MIN.ON 30"
<br /> (ADS N-12/HANCOR DUAL WALL,ADS/HANCOR �� 6"MIN ON 30"&36" ( "
<br /> • j�:j��-� &12"MIN.ON 36"
<br /> ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). CAST IRON RING AND LOCKING COVER ----/- YZ SINGLE WALL),N•12HP,PVCSEWER(EX:SDR35), ` f BASED ON MANUFACTURING REQ.)
<br /> PROVIDE WATER PVC DWV(EX: SCH 40),PVC C900/C905, / jj
<br /> TIGHT PLUG CORRUGATED&RIBBED PVC �-I. ;--S.
<br /> 2. ALL APPROVALS AND PERMITS REQUIRED BY THE AUTHORITY HAVING JURISDICTION ----- WATERTIGHT JOINT `,kiNiV r��`�� THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
<br /> SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. (CORRUGATED HDPE SHOWN) �/6 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
<br /> p .y 8"-36" CLASS II,OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
<br /> 3. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE AUTHORITY HAVING BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
<br /> JURISDICTION CONSTRUCTION INSPECTOR PRIOR TO THE START OF CONSTRUCTION. PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTMD2321.
<br /> 4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND SANITAR SEWER C LEAN O T
<br /> PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL ( 1 NOT TO SCALE bethany s
<br /> UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND 1 -8"-30"DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
<br /> LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. GRADE70-saos.
<br /> 2•8"&10"DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
<br /> OF A PVC BODY TOP.SEE DRAWING NO.7001-110-045.
<br /> 3•DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE
<br /> 5. GRAVITY SEWER MAIN SHALL BE PVC, ASTM D 3034 SDR 35 OR ASTM F 789 WITH DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84"DUE TO SHIPPING NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT BUFORD,GA 30518 skilled n u rs i n g
<br /> JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477 RESTRICTIONS. SEE DRAWING NO.7001-110-065. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03.25-10 PHN(770)932-2443
<br /> 4-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TRANSFER,OR LICENSE THE USE OF THE DESIGN OR Nylo last FAX(770)932.2490
<br /> ASTM D3212 FOR CORRUGATED HDPE(ADS N-12/HANCOR DUAL WALL), TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO./NAME www.nyloplast•us.com additions
<br /> BIORETENTION BOTTOM N-12 HP,&PVC SEWER(4"-36"). REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
<br /> 6. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C 478. MANHOLES ELEVATION PER PLAN 1 MIN. BOTTOM I 5-ADAPTERS CAN BE MOUNTED ON ANY ANGLE D°TO360°.TO DETERMINE CONTAINED HEREIN,OR MANUFACTURE OF ANY DATE 06.12.18 DRAIN BASIN WITH DOME GRATE
<br /> BEEHIVE GRATE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110.012. ARTICLE QUICK SPEC INSTALLATION
<br /> SHALL BE TYPE 1-48" WATER PROOF MANHOLE OR LARGER UNLESS OTHERWISE CELL WIDTH
<br /> 6-8"-30"DOME GRATES HAVE NO LOAD RATING. IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN
<br /> SPECIFIED ON THE PLANS. JOINTS SHALL BE RUBBER GASKETED CONFORMING TO DWG SIZE A SCALE 1:40 SHEET 1OF1 DWG NO. 7001.110.397 REV E
<br /> PERMISSION FROM NYLOPLAST. ©zo sev NYLOPLAST
<br /> 6" MIN. FREEBOARD
<br /> ASTM C 443 AND SHALL BE GROUTED FROM THE INSIDE OF THE MANHOLE. SEE LANDSCAPING PLANS FOR 2235 Lake Heights Drive
<br /> DESIGN WATER SURFACE RIM = VARIES PLANTINGS 12 INCH N LOPLAST DRAIN WITH DOME GRATE
<br /> 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE 1 MIN. WASHED
<br /> LANDSCAPING RIVER ROCK
<br /> GASKETED JOINTS. SIDE SEWER CONNECTIONS SHALL BE MADE BY A WYE BRANCH 3 Everett, WA 98208
<br /> FROM A NEW MAIN. NOT TO SCALE
<br /> /./.4',/Y///, ���/�����4
<br /> 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE 3;�/►,�
<br /> APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. •,\`\\ '-% �� - - - - - /�
<br /> `,,, `,. '�` _ _ _ /(� Ili _
<br /> 9. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE / ,, -, yNO
<br /> PROJECT ENGINEER AND THE AUTHORITY HAVING JURISDICTION. `' ' / ,�\;\'/ -, \ ,,i"
<br /> 10.ALL LINES SHALL BE CLEANED AND PRESSURE TESTED IN CONFORMANCE WITH ` / - -,, _,' KEYMAP
<br /> WSDOT STANDARD SPECIFICATION 7-17.3(2). A VACUUM TEST OF ALL MANHOLES IS �' °r•' '
<br /> ALSO REQUIRED. \/�,; J
<br /> NATIVE SOIL /`ter° ' ',�''R\�: �£.a
<br /> 11.PRIOR TO BACKFILL, ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND ` ✓ ,` il N,/`\\,/ /A N,\ N.
<br /> SEE GRADING PLAN FOR GRADES Bethany
<br /> APPROVED BY THE AUTHORITY HAVING JURISDICTION CONSTRUCTION INSPECTOR. f = \\'
<br /> APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY BIORETENTION SOIL MIX '/, ,,-7,•- .�\,,', ,/`, , ' `,�* ,� ,
<br /> DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND -'
<br /> - ""�,- of the Northwest
<br /> INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ` pp , " 6" SLOTTED UNDERDRAIN
<br /> AUTHORITY HAVING JURISDICTION FOR THE REQUIRED INSPECTIONS. " `' /f.'(, b WITH SLOTS FACING UP
<br /> ,�`, ., .':e*c°^-°' P '' 'F"ti>y si: pa_9 t-' N0. DATE DOH CRS REVISION
<br /> 12.ALL LINES SHALL BE HIGH VELOCITY CLEANED AND PRESSURE TESTED PRIOR TO ' r 1 01-28-2019 RESPONSE 1
<br /> GRAVEL BACKFILL FOR DRAINS {;.. - CATCH BASIN PER PLAN CITY OF EVERETT
<br /> PAVING. HYDRANT FLUSHING OF LINES IS NOT AN ACCEPTABLE CLEANING METHOD. PER WSDOT 9-03.12 (4) `,,,, .5
<br /> TESTING OF THE SANITARY SEWER MAIN SHALL INCLUDE TELEVISION INSPECTION OF ='s /: 3 03.29-2019 RESPONSE 91 (BLDG)
<br /> THE MAIN BY THE CONTRACTOR. IMMEDIATELY PRIOR TO TELEVISION INSPECTION, CITY OF EVERETT
<br /> ENOUGH WATER SHALL BE RUN DOWN THE LINE SO IT COMES OUT THE LOWER 4 04.29-2019 RESPONSE 01 (PW)
<br /> MANHOLE. A COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO THE ENGINEER
<br /> CITY OF EVERETT
<br /> ACCEPTANCE OF THE LINE WILL BE MADE AFTER THE TAPE HAS BEEN REVIEWED AND 5 05.31-2019 RESPONSE 02(PW)
<br /> APPROVED BY THE ENGINEER. TYPICAL SECTION
<br /> 13.ALL SAFETY STANDARDS AND REQUIREMENTS SHALL BE COMPLIED WITH AS SET NOTES
<br /> FORTH BY OSHA, WISHA AND WASHINGTON STATE DEPARTMENT OF LABOR AND
<br /> INDUSTRIES. 1. CONTRACTOR SHALL EXCAVATE TO SUBGRADE OF BIORETENTION CELL.
<br /> 14.THE AUTHORITY HAVING JURISDICTION CONSTRUCTION INSPECTOR SHALL BE 2. SUBGRADE PREPARATION: SCARIFY SUBSOILS IN TWO DIRECTIONS TO A DEPTH OF 6". THE ENTIRE AREA SHOULD
<br /> NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN BE DISTURBED BY SCARIFICATION AND BSM APPLIED TO SCARIFIED SURFACE.
<br /> EXISTING MAIN. THE INSPECTOR SHALL BE PRESENT AT THE TIME OF THE TAP.
<br /> 3. PROVIDE BIORETENTION SOIL MIX (BSM)ACCORDING TO SPECIFICATION.
<br /> PROJECT MANAGER
<br /> 15.ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER
<br /> TAPE INSTALLED 12"TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE 4. SEE GRADING PLANS FOR ELEVATION AND DIMENSIONS OF BIORETENTION CELL. LDO
<br /> MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING PROJECT ENGINEER
<br /> MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN 5. BIORETENTION SOIL MIX(BSM) SHALL NOT BE PLACED UNTIL AFTER SEDIMENT POND USE HAS ENDED. DIVERT TOM
<br /> ADDITION, CURVILINEAR SEWERS SHALL BE INSTALLED WITH 14 GAUGE DIRECT UPSTREAM FLOWS FROM BIORETENTION UNTIL SITE HAS BEEN STABILIZED. PROJECT TEAM MEMBERS
<br /> BURY, U.S.E. GREEN COATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, RES
<br /> BROUGHT UP, BARED AND WRAPPED THREE TIMES AROUND THE MANHOLE RING. 6. DO NOT PLACE BSM WHEN SOIL IS SATURATED OR SUBJECT TO WATER WITHIN 24 HRS. COVER ON SITE SOILS TO CHECK
<br /> TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL PREVENT WETTING OR SATURATION. TEST SOIL FERTILITY AND MICRONUTRIENTS AND, IF NECESSARY, AMEND DCN
<br /> BE FURNISHED BY THE CONTRACTOR. MIXTURE TO CREATE OPTIMUM CONDITIONS FOR PLANT ESTABLISHMENT AND EARLY GROWTH AT RATES
<br /> RECOMMENDED BY AN INDEPENDENT LAB SOIL TEST.
<br /> 16.A 3 FOOT SQUARE X 4 INCH THICK CONCRETE PAD SHALL BE INSTALLED AROUND ALL
<br /> CLEANOUTS THAT ARE NOT IN A PAVEMENT AREA.
<br /> 7. ABOVE THE MAX. WATER SURFACE A 4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BE SEAL
<br /> COMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTS AND
<br /> 17.CONTRACTORS SHALL BE RESPONSIBLE FOR CLEANUP OF ANY DEBRIS IN NEW OR OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASS
<br /> EXISTING MANHOLES AND MAINS ASSOCIATED WITH THE PROJECT AFTER THE NEW CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. 0.\STOp ,
<br /> LINES ARE CLEANED AS OUTLINED ABOVE.
<br /> G �s Gy WAS f4C
<br /> BIORETENTION FACILIT �° ���. . °�
<br /> 18.WATER MAIN AND SEWER MAIN CROSSINGS SHALL MEET DEPARTMENT OF ECOLOGY 2 0
<br /> REQUIREMENTS FOR HORIZONTAL AND VERTICAL SEPARATION: NOT TO SCALE
<br /> /�I '-r" L
<br /> A. SEWER LINES CROSSING WATER LINES SHALL BE LAID BELOW THE WATER '0,po R 9383 A.w�
<br /> LINES TO PROVIDE A SEPARATION OF AT LEAST 18" BETWEEN THE INVERT OF +s' GISTER '
<br /> THE WATER PIPE AND THE CROWN OF THE SEWER PIPE, WHENEVER POSSIBLE.
<br /> �SSjONAL �1
<br /> B. WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION AS DESCRIBED, 5/31/2019
<br /> GRAVITY SEWERS PASSING OVER OR UNDER WATER LINES SHALL BE
<br /> CONSTRUCTED OF DUCTILE IRON PIPE (AWWA C151 AND C104). FOR ONE SEGMENT OF THE MAXIMUM STANDARD LENGTH OF PIPE ( NOT LESS THAN 18' WILE STORM
<br /> LONG), SHALL BE USED WITH THE PIPES CENTERED TO MAXIMUM JOINT
<br /> SEPARATION. THE LENGTH OF THE SEWER PIPE SHALL BE CENTERED AT THE DRAINAGE AND
<br /> POINT OF CROSSING SO THAT THE JOINTS WILL BE EQUI-DISTANT AND AS FAR
<br /> AS POSSIBLE FROM THE WATER LINE. THE SEWER PIPE SHALL BE THE LONGEST Civil Engineers
<br /> STANDARD LENGTH AVAILABLE FROM THE MANUFACTURER. IF THE WATER LINE Structural Engineers TILIT DETAILS
<br /> IS UNDER THE GRAVITY SEWER, PROVIDE A VERTICAL SEPARATION OF AT Landscape Architects ■
<br /> LEAST 18" BETWEEN THE INVERT OF THE SEWER AND THE CROWN OF THE Community Planners 11116. AIM
<br /> WATER LINE. Natural Resource Ecologists
<br /> C. WHEN THE WATER LINE PASSES UNDER GRAVITY SEWER, PROVIDE ADEQUATE Land Surveyorsalir III' PROJECT NO.
<br /> STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION Neighbors 18.03-01
<br /> OF JOINTS AND SETTLING ON AND BREAKING OF THE WATER LINES. DATE
<br /> A I-1 B L 12/21/2018
<br /> PROJECT NETWORK PATH
<br /> 010 TACOMA • SEATTLE
<br /> I:O a� a SPOKANE • TRI - CITIES SHEET NUMBER
<br /> 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
<br /> Know what's below.
<br /> C3 • 1 3
<br /> Call before you dig. NOT FOR CONSTRUCTION PERMIT SET
<br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV\CAD\2180406-SH-STRM.dwg COPYRIGHT©2018 shoesmith cox architects
<br />
|