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general notes
<br /> CITY OF EVERETT REQUIRED NOTES. SANITARY SEWER: ownerJapplicant
<br /> A. ALL WORK AND MITERIALS SHALL CQNFQRM TO rHE CITY QF EVERETT STANDARDS AND WSDOT/APWA STANDARD SPECIFICATI�NS. YW COLBY DEVELOPMENTS LLC. ��PpPT AS�y���
<br /> B. NO PART OF THE �AN17ARY SEWER SYSTEM SNALL 8E COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED. INSPECTED, AND APPRGVED BY THE CITY ��' � �
<br /> INSPECTOR. � , '�
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<br /> C. APPROXIMATE LOC!TIONS OF EXIST�NG UTILITIES NAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHQWN FOR CQNVENIENCE. THE CQNTRAC70R SHALL BE � � - �
<br /> RESPONSIBLE FOR VERIFICATION OF LOCAT�ONS AND T4 AVOIQ DAMAGE T� ANY ADDI7IQNAL UTILITIES NOT SHOWN. 1F CQNFLICTS WITH EXISTING UTILITIES AR1SE QURING Z � 43
<br /> CONSTRUCTIQN, THE CONTRACTOR SHALL N071FY THE ENGINEER, THE PUBLIC WORKS INSPECTOR AND ANY CNANGES REQUIRED SHALL BE APPROVED BY TFlE CITY ENGINEER � cv D ^ :
<br /> PRI�R TO COMMENCEMENT Q� RELATEQ CQNSTRUCTfON QN THE PROJECT. o N FG�STERF'�G�
<br /> � ,� ii S�ONAL E�
<br /> D. ALL SEWER MAIN EXTENSIONS W�THIN THE PUBLIG RIGHT-OF-WAY QR IN EASEMENTS MUS7 BE STAKED BY SURVEY FOR LINE AND GRADE PRIQR TO S7ART�NG CONSTRUCTI�N. r� W
<br /> ADDtTIONAL NOTES: z
<br /> N � � Q SIGNED: 25 APR 2017
<br /> 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO HAVE LOCATED BY APPROPRIATE UTILITY D�STRICTS OR COMPANIES ALL UNDERGROUND UTILITIES PRIOR T(} BEGINNING � � � �
<br /> CONSTRUCTION. CALL THE NUMBER SUGGESTED QN THE PLANS OR OTHER APPROPRIATE LQCATOR PRIOR TO D(GGING.
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<br /> + � O � �
<br /> 2. 7HE OWNER/CONTRAC70R SHALL OBTAIN ALL REGULA70RY PERMITS AND APPROVALS PRIOR 70 ANY WQRK �N THIS PROPERIY. ALL WORK IN THE RIGHT-OF-WAY SHALL BE � o cn cn c� O •
<br /> IN ACCORDANCE WITH THE APPROPRIATE PERMIT StIPULAT�ONS. � � z �
<br /> 3. THE OWNER/CONTRAC70R SHALL ARRANGE A PRE-CONSTRUCTION MEETING AT THE S�TE, INVITING ALL AGEN7S OF THE PERMITTING AUTHOR�TIES. , � � ; : , __ � v�> � � a '
<br /> 230 �� __� _ __ __ _ ___ _ _. �
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<br /> 4. PRIOR TO THE PRE CONSTRUCTION MEETING, THE OWNER/CONTRACTOR SHALL HAVE S7AKED AL� MANHOLES, SEWER AUGNMENT LINE, AND PROP�SED BUILDING CORrVERS � _ � , � � � o � � w a � q� � z � 230
<br /> WITH SUfTABLE OFFSET REFERENCE STAKES CLEARLY MARKED WITH STATION/OFFSE7 ON 25-FQOT INTERVALS. HORIZU�ITAL CONTRQL SHALL BE NAD 83/91; VERTICAL GONTRQL v� U a S � � , � z CO Z v� � = cv
<br /> SHALL BE NAVD-88 DATUM. � Q a ' w cv � � , Q � Q � cv �� � cN , �/�
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<br /> 5. AT 7HE CONCLUSI�N OF CONSTRUCTION 1HE OWNER/CON7RAGTOf�'S SURVEYOR SHALL PROVIDE TQ THE GTY AN AU7QCAD R-2000 OR NEWER DRAWING SHOWING Th'E z � � Q � _z ' ' r� a � � ' � � � � � W � z � �� �
<br /> AT-GRADE LOCATIONS OF ALL SANITARY SEWER APPURTENANCES INSTALLEQ, INCLUDfNG BUT NOT LIMITED TO ALL fNSIDE MANHOLE PIPE INVERTS AND MANHOLE/CLEANOUT LID ^ °� + m �� ,;� N .� o + Q � Q � o N � � o Z
<br /> R�M E�EVAT�oNs. 220 � o �� � _ ._ _._ _ �-- _ z QNE-PIECE; 2=inch TH1CK.RiGtG FOAM _ -+ -� � � o � cn � � + � �, w > _ , 220 W Z
<br /> oN -,. .� z cr � a � zZ ac� � �z �
<br /> 6. THE SPECIFIEO HORIZONTAL LOCATfON OF THE PIPE PLACEMENT RELA7IVE TO THE ALLEY CENTERLINE AND SEPARATION DISTANCE FROM TNE STORMDRAIN P1PE AS SHOWN QN � � j a � N � � BOARD GROUND-RATED �6�XTRENCH � a
<br /> THE PLAN SHAL� BE STRICTLY �BSERVED. + - z � o � O W WIDTH�, PLACED OVER 2-inch SAND �
<br /> _ � c� - _ _ . \� °' \F----o _ BEDDENG ON TOP OF THE EX. _ _ _ _ z
<br /> 7 . ALL PIPE INVERTS �NSI�E THE MANHOLES SHAZL HAVE A MINIMUM DROP OF ONE-TEN7N (D.?D) NOT TO EXCEED THREE-TENTH (0.3fl) BETWEEN fNVERT IN AND �NVERT OUT. r� � �� n, � STORMDRAIN PIPE, WITN COMPACTED PIPE � �
<br /> , � `n o c' �, BEQQING UNDER SEWER PIPE ' __ _ "/��
<br /> 10. BOTH MANHOLES IN 7HE ALLEY SHALL HAVE A LOCKING LIDS WITH LOCKING FRl�MES PER STANDARD DRAWINGS/DETAILS. 21 O - - ~ - � X -� - Q 21 O �i ¢ z
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<br /> 11. SANITARY PIPE SHALL BE QUCTILE-IRON MINIMUM THICKNESS CiASS 52, MEETING THE REQUIREMENTS OF AWWA C-151, CEMENT-MORTAR L�NED AND WtTH TYTON JQWTS, � �
<br /> OR WHERE SPECIFIED ON THE PLAN PVC CONFORMING TO ASTM D-3034, SQR-35 WMCH SHALL BE BEDDED WITH CLEAN, GRANULAR MANUFACTtJRED PEA GRAVEL PER W �
<br /> STP,NDARD DRAWING 611. IN LIEU OF PVC PIPE. HIGH-DENStTY POLYETHY�ENE {HDPE) PfPE SHALL BE SDR-11 MINfMUM. _ _ _ PAV. GRA�E j�J
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<br /> construction notes 200 `� _ o _ 200 '. W �
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<br /> 1. ALL WORK AND MATERfALS SNALL BE IN ACCORDANCE WITH DEVELOPER EXTENSI�N AGREEMENT, THE STANDARD SPECIFICATIONS, AND THE S7ANDARD dRAWINGS OR ' 111.67 LF H" DfP S = 0.70� 31,3 LF 8�� DIP S = OJ�� �
<br /> DETAlLS aF THE Ct1RRENT CITY OF EVERETT DESI�N AND CONSTRU�TION STANDARDS MANUaL. I _ _ _ � �
<br /> 6" SS SERVICE +� C� _ : _ ,Q
<br /> 2 SEE SECTfON 7 OF STANDARD SPEGFIGATIONS FOR ROADS, BRIDGE AND MUNICtPAL CONSTRUCTION WSQOT/APWA AND CiTY SPECIAL PROVISIONS SECTION 7-78 FOR �NVin=196.53 � � �
<br /> DE7AILS ANO REQUiREMENTS QN LATERALS. .
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<br /> 3. THE SANITARY SEWER CLEANOUTS WITHIN 7HE PROPERTI' SHALL BE AQJUSTED TO PAVEMENT GRADE PER STANDARD DftAWING 604. 19O _ _ __ ___ __ _ _ __ __ __ _ _ _ _ __ ___ _ _ _ _ __ __ ___ 19O � � `
<br /> 4. THE SANITARY SEWER CLEANOUTS SHALL BE CONSTRUCTED WITH WYES (3R SANiTARY "T"S (SWEEPS). STRAIGH7 Ts ARE NOT PERMITTED. ' ' N
<br /> N
<br /> 5. ALL SANITARY SEWER PIPES SHALL BE STRAIGNT BETWEEN ANGLE POINTS; CHANGES IN UNE OR GRADE SHALL BE MADE WfTH APPROVED FITTINGS. �
<br /> 1+50 1+00 0+50 NEW PIPE CENTERUNE 0+00
<br /> 6. THE FOLLOWING CITY OF EVERETT CURRENT STANDARD QRAWINGS SHALL BE INTEGRAL TO 7HIS SANITARY SEWER EXTENSIdN PLAN:
<br /> STANDARD
<br /> DRAWING DESCRIPT�QN
<br /> 602 PRIVA7E SAN. SEWER CLEANOUT
<br /> 604 PRtVATE CLEANOUT LID & COVER FOR PAVEMENT SAN ITARY SE W E R PI PE PRfJ FI LE
<br /> 605A 7YPE 1, 48" SAN. SEWER MANHQLE
<br /> 6078 S7ANDARD MANHOLE COVER
<br /> 612/613 OUTS�DE/INSIDE QROP MANHOLE CONNECTI�N SCALE: 1 ��=1 O ft HORIZ. & VERT.
<br /> 610 TYPICAL TRENCH SECTION
<br /> 611 SAN. SEWER PIPE BEQDING
<br /> 615 TRENCH CDM!'ACTIQN
<br /> 7. DEWATERWG DEVICES SHALL NQT DISCHARGE TO SANITARY SEWER
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<br /> RIM=198.94 - zn o � - 5 SHEETS
<br /> � � THE STORMDRAIN CROSSING __--- PUBuc woR� PERMIT �s
<br /> � I N VOU t=�9 4.2 4 � �� ANY CONSTRU(.TION ON THIS
<br /> Q ____--- �E� EQUiRED PRI6R TO STARTING
<br /> � �N EITNER DIREGTION 15' CIP (TO VERIFY), I '�1 z
<br /> PROIECT. APPROVAL FOR THIS
<br /> RO)ECT IS CONDSTEONAL PER
<br /> EkYIRES �8' UNLE55
<br /> XO C� TRAFEI �URRENT�DS AND
<br /> � � ( � � �� � _= _ _ __ PERMST FOR GONSTRUCT20N HAS
<br /> m SCALE: 1 = ?0 ft
<br /> m CALL 3 WORKING GAYS BEFORE YOU QIG
<br /> C2TY�VGINEER e_EN ISSUEo.
<br /> � 1-804-�24-5555 �
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<br /> � UTILITIES UNQERGRQ'sJND LOGATION CENTER
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<br /> w S�A�E oF oR�G�NA� ��Aw�N� ��a,�T,N�,oR,WA} SANITARY SEVI�ER EXTENSION
<br /> � o 0.5 �.0 1.5 mches 7740 196th Ave NE (Historic Red Brick Rd) � ���?\����
<br /> � i E�ECTRIC-RED SEWER-GREEN GAS±O!L-YELLOW SURVEY-
<br /> � SAFETY PRECAUTION SHALL BE IMPLEMENTED BY PINK TELICATV-ORANGE PROPOSED-WHITE NlATER-BLUE P LAN P.O. B O X 2 7�H
<br /> CQNTRACTOR{S)ATALLTRENGHIRGINACCORCANCE REDMOND, WA 98073-2758 //�� ! ' ^
<br /> WITH CURRENT OSHASTANDARDS /ti 7! 7 �n/y�/�'�����„/'y �D/�/11�„{/
<br /> SCALE: 1 "=10 ft 425.898.10�7 fax 425.898.9699 info@aziznw.com nL�L ! 1�� 11 � 1`j 111�.lA► !y
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