|
PEREZ SP
<br /> SECTION 13, TOWNSHIP 28N , RANGE 4E , W. M . Z
<br /> a
<br /> GENERAL ROAD & STORM DRAINAGE NOTES: 0
<br /> 0)
<br /> 1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS (JANUARY11',2020) AND/OR WSDOT/APWA STANDARD
<br /> SPECIFICATIONS AS APPLICABLE. OPTION:STOCKPILE EXISTING TOPSOIL
<br /> 2. THE CONTRACTOR SHALL NOTIFY JOSEPH SMEBY PE., THE OWNER AND THE INSPECTOR WHEN CONFLICTS BETWEEN THE PLANS AND $TOCKPLE EXISTING TOPSOIL BRAND GREACENG STOCKPILE AND COVE SOIL.
<br /> wr VVEED BARRIER MATERIAL THAT SIT UPS MOISTURE YET ALLOWS AIR
<br /> EXISTING FIELD CONDITIONS OCCUR, AND SAID CONFLICTS SHALL BE RESOLVED PRIOR TO..PROCEEDING WITH CONSTRUCTION. TRANSMISSIONN N..GRADING.REPLACE �LI LrL•)
<br /> STOCKPILED0 SO G S 0 KPLEDTORSESLSHALLBE % II Ii Ilr
<br /> TESTED AND SEEDED TO MEET THE ORGANIC MATTER OR 3'-4"(SETTIEDI ARBORIST �qi a�l�ldlli IIIP�I
<br /> 3. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED AND DEPTH flEQUIREMENT ER AT PREAPPROVED RATE OR CALCULATED �i / 141� 'TINT GRASSSEEDO0.w0ED
<br /> wo.DCHIPMLa Q
<br /> ACCEPTED BY THE CITY. RATE AL BD OR COMPACTED DURING CONSTRUCTION, / �� Iu
<br /> ANDNOTCOFE DNGSORPAVEMENTSHALLBEAMENDEDWITIN _ _ L DHEICl�yi,�. Q
<br /> 4. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR OMPOSTASDs OW. —COMFORTI III I I I I 1DI-COMPon
<br /> NCORPORAUG NTO II - - INCORPORATED INTO a a a a a a
<br /> CONVENIENCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY I. xpR.. ScoMPos*oR omER OF SrtE SOILroraL '. - 6.25.OF SITE SOIL
<br /> ADDITIONAL UTILITIES NOT IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE oRGn - arrHAN 12TNG1Es,SURIFr SAMENDED DEPTH OF III PTOTALAMEDED
<br /> PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE dITY ENGINEER PRIOR TO COMMENCEMENT OF LOOSENED - owlENia¢'E PLACED. B.S,FORA SETTLED ! -I II I- rEnPrx oFBs,Foxa FRI
<br /> N
<br /> ENT SHOULDU BY SCARIFICATION.DONOT DEPEN OF 8") t LED DEPTH OF 8'I
<br /> RELATED CONSTRUCTION ON THE PROJECT. SCARTYNTHN DRIP L o xn GTREESTOBERnANO - !,` Y b
<br /> 5. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO ,STARTING CONSTRUCTION. meson SCARIF '>'� SUBSo6SuxIFIED4'
<br /> z. sersaces TO PREVENT UNEVEN L nG,Do NOT / COO:•'••• '
<br /> COMPOST AMEND SOUS WI
<br /> ON CENTEROFUTLiY BEDW COM \ /. BEDW[OMPOn
<br /> 6. ALL CB'S SHALL BE TYPE 1 OR TYPE 1L PER STD. DWG. #402 & #403 UNLESS OTHERWISE SHOWN. INFRASTRUCTURE COMBERSDAMENDSCRES,vauLT 3 FEErefls ETC).WITHINONE DOT A DeD LAYER tii i \ i I��j AMENDED LAYER 112^ ISi. W.�LL
<br /> ,CURBS AND SIDEWALKS,GOL SHOUDBE BELOW SOIL SURFACED/ ! / Kj \ OW SOIL SURFACE) „•J�
<br /> FFF"`°�� �:3
<br /> 7. ALL STORM DRAIN PIPE SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE WITH I,SMOOTH WALL INTERIOR UNLESS OTHERWISE OO.OFMvacl>�li':o NFFROXIMATELY50%MAx MODFIEDPROCOR �-��'-�� -
<br /> DENSITY PASTM D1557)TO ENSURE A FIRM SURFACE.DO NGT '
<br /> NOTED. I COMPACTWTIHINTREEPROTECTIONZONE y••'+E+r
<br /> O�••'
<br /> B. ALL EXPOSED GROUND MUST BE RE-SEEDED WITHIN DAYS OF THE COMPLETION OF CONSTRUCTION, IF SEEDING IS NOT PLANTING BEDS TURF(LAWN)AREAS Spy
<br /> PRACTICAL DUE TO THE WEATHER OR SEASONAL PROBLEMS,
<br /> ALEMS, THE GROUND MUST BE COVERED WITH MULCH AS DIRECTED BY THE CITY 1. PREAPPROVEDDMATTE PLACE 3 INCHES OF 1. COMPPROVDRATR CLAN ROTERCHESOF
<br /> COMPOSTED MATERIAL AND ROTOTILL INTO COMPOSTED MATERIAL AND ROTOnlL INTO 6.25
<br /> ENGINEER. OPTION:AMEND EXISTING TOPSOIL 5 111ES,ED AMENDED DEPTH OF ABOUT 9.5 INCHES,FOR A
<br /> 9. CITY STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS.AT ALL TIMES DURING CONSTRUCTION. DUST SUPPRESSION AND STREET AMEND EXISTING SPITE TOPSOIL OR SUB5014 EITHER AT PREAPPROVED RATE BETTED DEPTH OF 8INCHES). SETTLED DEPTH OF INCHES).
<br /> CLEANING MUST OCCUR AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. OR AT CALCULATED RATE BASED ON TESTS OF THE SOIL AND AMEN_"_
<br /> z. CALCULATEDRATE:PIACECALCULATO z. CALCULATED BATE:PUCE CALCULATED
<br /> 10.PARKING IS ALLOWED ONLY IN DESIGNATED PARKING AREAS. ALL SOIL AREAS DISTURBED OR COMPACTED DURING ONSTNUCHON AND AMOUNTOF COMPOSTED MATERIAL.DR AMOUNT OF COMPOnED MATEUAL OR
<br /> NOTCOVERED BY BUILDINGS OR PAVEMENT,SHALL BEAMENDED WITH APPROVED ORGANIC MATERIAL AND iOTOTILL APPROVEDORGANM ICATERIALANDROTOTILL
<br /> M
<br /> ST AS DESCRIBED BELOW. INTO RUTH OF SOIL NEEDED TO ACH EVE 8 IMO DEFTN OF SOIL NEEDED TO ACHIEVE 8
<br /> 11. IF ENCOUNTERED, ANY EXISTING ON-SITE SEWAGE SYSTEMS MUST BE ABANDONED AND FILLED IN ACCORDANCE WITH SNOHOMISH 1. SCARIFICATION: E To a INCHES OEPrx(DR INCHES OF SETTLED SOR AT INC ORGANIC INCHES OF SETTLED SOIL AT 5%ORGANIC
<br /> HEALTH DISTRICT STANDARDS. EXISTING GROUND To DEPTH NEE OTALDEPTH Of 12INCHES Of CONTENT LATENT. W
<br /> UNCOMPACT C IMPED MOUNT OF AMENDMENT IS 3. RAKE BEDS TO SMOO SURFACE 3. WATERORROUTOCOMPACTT08S%OF '/�
<br /> 12. PAVEMENT PATCHING SHALL CONFORM TO STD DWG �{326. DDOONAD ) TDB OISTUNBGTRBYSUBIERETAIN. ROCS CHESRTHAN. TER REMOVE
<br /> DRY UENSRY RAKE TO LEVEL AND vJ
<br /> TF � ESTO BE RETAINED MULCH PLANING BE OF ORGANIC SURFACE ROCKS LARGER THAN I INCH
<br /> pOyyN DE NE LENG NEER. DAMAG DOTS ORAS MULCH OR STOCKPILED DUFF. DIAMETER -
<br /> STORM DRAINAGE NOTES: 20 MIL VISQUEEN CURTAIN 2. SETBACKS. O ETENTD„EVENSErUNG,DO DTDOMPOSTAMEND W Q
<br /> FULL LENGTH OF TRENCH Sots ONCENTEROFUTIDYINFRASTRUC RE(DEER, s
<br /> VAULT$,METERSETC).WTHIN ONE DOTOF PAVEMENT EDGE, PURLIO WORK$
<br /> CURBS ADSDEWALKS,SDRSHOUDBECOMPACTDTO ■ EVERETT DEPARTMENT H
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN �� pPPROX MATELY 5036 MA%MODIFlED PROCTOR DENSITY IASTM ® s NGTON O W
<br /> D3557)TO ENSURE A FIRM SURFACE.DO NOT COMPACT WITHIN TREE r, ..i„wi.a. /pp/202i
<br /> INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. ��� - PROTEa Ox zoNE .^=•_1"
<br /> 2' WIDE POST-CONSTRUCTION SOIL n/ Q
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION�STANDARDS f30" P TRENCH �� � QUALITY AND DEPTH 203 �,J�
<br /> AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL �� IsK O z
<br /> CONSTRUCTION (CURRENT EDITION). " WASHED ROCK
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE
<br /> SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND 4" SMOOTH WALLED PERF. - '^
<br /> TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ANISE DURING PVC PIPE. OUTFACE TO YARD DRAIN \.p - �/J
<br /> CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED
<br /> SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE - �)�,tAY�•),
<br /> PROJECT. X' (SETTLED) r I{
<br /> wooDG ST / tl�� �gI�� �I LIDI� OR SODO
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR CURTAIN DRAIN INSTALLATION DEC-TAIL M I P .
<br /> LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. I CNl DO
<br /> NOT TO SCALE s°IMPORTED I �I: I - I I 6 IMPORTED y�\, ff" W O N L[1
<br /> TOPSOILMI% - - TOPSOIL MIX }1,��I\TIY��BI;'¢ I �NOD CA
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE, DRAINS TO STREAM, LAKE, (COMPACTED POOMPACIED 1 I I�I V�I 11IIIII Q a
<br /> RIVER, PUGET SOUND, OR WETLAND."CHOOSE APPROPRIATE FEATURE FOR THE PROJECT DEPTH) - _ GEPTHI ��/ ��IIII RAss LUof 0 m rn
<br /> 6. SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE(EMC), CITY ADOPTED STORMWATER MANAGEMENT CURTAIN DRAIN NOTE: I - Iv 't I1 I. I'. /�'WOOD CHIP 111
<br /> I'y�II ,I I �II�I� co N
<br /> MANUAL, POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETT'S DESIGN AND CONSTRUCTION THE BOTTOMS OF CURTAIN (CUTOFF) DRAINS SHALL snx eps j / /�O// '�v 1 ! AB RP. �i� //i ry i,� �% / vv? C�N7 N
<br /> STANDARDS SPECIFICATIONS. EXTEND AT LEAST 6 INCHES INTO THE DENSE GLACIAL TILL BEDw !;� /��//�'�i/ v ! -'- �� ���vvv v ` / / W
<br /> LAYER AND SHALL BE PLACED AT A DEPTH SUITABLE TO TovPGRiTmoxULI
<br /> i�� //v v iovsoR Mlx ���/v///v' v�// / W
<br /> SHALINTEL BE ONSTEATOF VERIFYHTHEEPLACEME PLACEMENT AND ENGINEER
<br /> T \\�\--"\ 1J "'. � UIvn1 G �iv\�/`\\/\\� \YFTP'L\��`�/�''? ATVESon �W
<br /> OF THE CURTAIN DRAINS DURING CONSTRUCTION. PLATNGBEDS TURA1LAWN)aREAs N
<br /> GAN
<br /> - TOPSOILMIX L. USEIMPORFEDTOPSOILMX
<br /> CAN 0°60 IC CONTA NING S%OR6ANCMATTER L" �� \\\ \\< �{�'�
<br /> - .NL C L Y ROUND dO% (TYPICALLY AROUND 25% y//
<br /> SAND IS AM AS DEBNDE SANDORTSANOY LO�RM hS DEFINED �. �= - =\ Z
<br /> -ESOP PLANTING BEDS TURF(LAWN)AR
<br /> IEPG_ATOPSOILMXON ES OF BYTHEUSDA IMP RTD
<br /> SURFACE AND TILL INTO Z INCHES. SURfA F -INCHES C7
<br /> OF SOIL PLACE SE CON.UFT 013 OF S 'j
<br /> CHESTOPSOLMXON SURFACE INC MIX ONSURFACE:
<br /> NOTES OPTION:NO DISTURBANCE
<br /> 2 RAKE BEDS RFACE SMOOTH ROCKS
<br /> LA 2.RGER AS MAXIMUR ROLL M
<br /> COMPACTTO IEAVENATIVE VEGETATIONAND SOIL UNDITRBE AND PNOTLE-ROM COMPACDON DURING W
<br /> 1. PERMEABLE PAVEMENT WITHIN CITY RIGHT-DF-WAY TH�INCHfSDAMETER.MULCH RAKE TOL VEL AND REMOVE'ry CONSTRUCTION IDENTIFY AREAS OFTHE SITETHATWILL NOT BE STRIPPED,LOGGED,GRADED OR W
<br /> REQUIRES APPROVAL BYTHE CITY ENGINEER WHEN PLACED DRIVEN ON AND FENCE OFF THOSE AREAS TO PREVENT IMPACTS DURING CONSTRUCTION.IF
<br /> PLANTING BEDSW WITH 4 OF SURFACE ROCKS LARGE THAN Z
<br /> BENEATH A TRAVELED VJAY.THESE GUIDELINES PROVIDER = CI)
<br /> ORGANIC MULCH OR STOCKPILED INCH DIAMETER NERHERmi15 NOR VEGETATION ARE DISTURBED,THESEAREAS DO NOT AEQUIREAMENOMENT.
<br /> SH ISELM DEPTH FOR THE HYDROLOGIC PERFORMANCE OF DUFF.
<br /> IHERERMEABLEPAVEMENT.THESTRUCTURALCAPACTTYOF 0 Z
<br /> PAVEMENT SECTIONS WHEN SUBJECT TO VEHICULAR LOAD$ OPTION: TOPSOIL W
<br /> DEPENDS ON 5WORALFACTORS AND MUST BE DESIGNED BY - f N IMPORTED S
<br /> A LICENSED PROFESSIONAL ENGINEER. IM
<br /> RTTOP$Oit MKOF SUFFICIENT ORGANIC CONTENTAND DEPTH TO MEET ERE
<br /> 2. LONGITUDINAL SLOPE,0TO 5%MAX.FOR PERMEABLE - REQUIREMENTS. IST ALL SOILAREAS DISTURBED OR COMPACTED DURING CONSTRLDRON AND NOT
<br /> COVERED BY BUIDINGS OR PAVEMENT,STIALL 8E RESTORED AS DESCRIBED BELOW.
<br /> ASPHALT,9%MAX.FOR PERM EAGLE CONCRETE.
<br /> 1. SCARIFICATION SUBGRADE IN TWO DIRECTION TO 6 INCHES DEPTH.ENTIRE SURFACE SHAY BED BY SC4RFCAT ON.00 NOT SCARY%WITHIN ONP
<br /> 3. PON USE DING IN AM OROTHIERMEFOR LONGITUDINAL
<br /> TUDINALS LINE OF EXISTING TANED EVERETT PUBL.ICINORKS Z
<br /> EXCEF NG2%.SEE STANDARD
<br /> DR VAING4 DINAL SLOPES ®
<br /> PERMEABLE CONCRETE EXEEFOING2%.SEE STANDARDDRAWING 431. .. `WASHINGTON DEPARTMENT O d
<br /> �(E-MINEWEARINGCOURSE(SEENQTESI�'ND:6) 2 SETBACKS:TOP VEVSETTL NG 00 NOT COMPOn-AMEND SOILSWRHIN3.
<br /> FEET ON CENTER OF UTLLY INFRASTRUCTURE POLIES,VAULTS,METERS nC).WRHIN ONE _
<br /> 4. LEVELING COURSE MATERIALS:1.5"TO U.S.NO.8 ==�•.T= +,a,T.
<br /> 6" .o LEVELING COURSE,OPTIONAL UNIFORMLY GRADED,CRUSHED ANGULAR),THOROUGHLY _ TOOT Of PAVEMENT OGECURB5AND5 SIDEWALKS, LSHOUDeE COMPACRDTO PAST-CONSTRUCTION SAIL G1/,%2021 M Z CID
<br /> 2
<br /> ( APPROXIMATELYBp%MAY HOOFED PROCTOR DENSITY IPSTM D1557I TO ENSURE FIRM `.,
<br /> - �rPSEE NOTE 4) WASHD STONE. C SURFACE. NOT COMPACTWTH WITHIN ZONE. QUALITY AND DEPTH 202E 1 I >
<br /> ;5,1 RESERVOIR COURSE--6"MIN PERMEABLE 5. GEOMIFILE SHALL BE PROVIDED BETWEEN RUNOFF III. Er/�� O = >0
<br /> f ! ;'k"a' d t�' �/' BALLAST TREATMENT LAYER OR NATIVE SOIL AND PERMEABLE �/K ` N Q
<br /> ( ; .BALLAST WHEN RECOMMENDED BY GEOTECHNICAL V/ Q (rj
<br /> 6' d-� NON-WOVEN GEOTEXTIU:{IF REQlI1RD) PROFESSIONAL OR PAVEMENT DESIGNER,GEOTEXTILESHALL 1F�`' W
<br /> C-1Y- o PROVIDED WHEN FINES IN NATIVE SUBGRADEEXCEEO7% , V Z W
<br /> d` 5 (SEE NOTES) ON THE#200SIEVE.GEOT[xTILE SHALL BE PLACED BETWEEN
<br /> PERMEABLE BALLAST AND TREATMENT LAVER IF A - ^1
<br /> TREATMENT LAYER S USED,GEOTEXTILE SHALL BE W `V Z
<br /> 6" BEDE EXTI LE FOR SEPARATION PER WSDOT/APWA W Q
<br /> STANDARD SPECIFIcanON9332,NONWOVEN,TABLE 3, 0� W WW LL =
<br /> RUNOFFTREATMEMIAYER 6. PERMEABLE CONCRETE MUST BE INSTALLED BYACERTIFIED I 1 I , O
<br /> PERMEABLE CONCRETE INSTALLER.PERMEABLE ASPHALT Uj�/ (SEE NOTE W
<br /> �.y� �. MUST BE INSTALLED BY AN EXPERIENCED PERMEABLE Z 0
<br /> / ��\ �\.-" Tt ASPHALT INSTALLER. LL O O
<br /> NATIVE 5UB6PADE ISLE NOTES) 0 Z
<br /> 7. RUNOEFTREATMENT LAYER SHALL BE REQUIRED FOR ` jj N
<br /> FAVOR NITWHICH IS SUBJECTTOVEHICULARMISNCOR - FT O
<br /> OTHER POLLUTANTS W HERE NATIVE SOILS DO NOT MEET
<br /> THE REQUIREMENTS FOR TREATMENT.SEE THE U d
<br /> nORMW0.TER MANAGEMENT MANUAL.
<br /> TREATMENT LAYER NOTES: B. SUBGRADE SHALL BE COMPACTED TOAFIRM AND ON-
<br /> 1. PROJECT GEOTECH TO TEST EXISTING SOIL UNDERLYING PERMEABLE PAV_MENT NOTE: PERMEABLE PAVEMENT YIELDINGCONDITION INACC-ORDANCE WITH THE PROJECT
<br /> TO SE F IT Mac IS HE DOE STANDARDS FOR TREATM*NT'. SHAY I.BE GONSTR'JCTFf1 IN PAVEMENT DESIGN.DO NOT OVER COMPACT SUBGRADE
<br /> -CANON IOF,MANGE CAPACITF> D MI_EOUIVA LOTS/�OOq OR"SOIL ACCCRDANC_WI A
<br /> TN CITY DCSS HEAVY cONSTRUCTION ECPBEENT SHALL BE
<br /> (ORGANIC CON EN �ASTM D 2 4); SEC.IOV<-4.3(5� PROHIBITED FROM DRIVING ON THE SUBGRADE THROUGH • oL.rvo. v:
<br /> 2. IF SOIL DTFS NOI II I TREATM STANDARDS XI TING S01 N[A'FLYIiNC OUTCONSTRUCTION-
<br /> PERNEno Tw..:RCN a O BF-AK u1IA TO MEET a SO, ANJARUs FOR -- o PR22-0104 NEJT
<br /> TRENDLID 'SEE AHOVF% CITY OF EVERETT ATE:
<br /> s. AMENDED sIK IT of NSPED T BY PROJECT A D IFP AND A ROVED r-BLOB 8/11/2022
<br /> TO B CKFI CITY INSI ^TOR TO OBSERVE AND V R F"t l OTCCI CCC'TAV CE PUBLIC WORKS DEPARTMENT Know what's below,
<br /> PRIOR D RA„KI I,
<br /> e sw^T� o3tl3za�� PW2203-033 Call
<br /> two business
<br /> PERMEABLE ASPHALT OR - days before you dig. IN
<br /> I c CONCRETE PAVEMENT SECTION 430 ` City of Everett
<br /> WN6 9
<br /> EVERETT Reviewed for Permit 10/07/2022
<br />
|