|
sanitary sewer and wat�r owner/applicant � PT S.
<br /> �
<br /> serv�ces gener�i notes legend YW COLBY DEVELOPMENTS LLC. ����F WASy�i�, '
<br /> CITY OF EVERETT REQUtRED NOTES. WATER SERVICE: � �� � �
<br /> vy�� PROPOSED SAN. ���' PROPOSED I ; � '
<br /> vvvvv SEWER MH �� A.C. PAVEMEN7 �
<br /> (SEE ALSO SHEET C-5 REQUIRED NOTES. SANITARY SEWER SERVECE,� I vv y
<br /> vvvv
<br /> A. NO CONNECTION TO rH� EXiSTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION
<br /> I e a � � 43
<br /> DEVICE PRIOR TO SATISFACr�RY FLUSHING, TESTWG, DIS�NFECTION, AND RECEIPT OF SA715FACTORY BACTERIOLOGICAL TEST PROPOSED PUBLfC NQTCHED CURB �
<br /> RESULTS. I � � G!STERF` Ca�
<br /> STORMDRAW GB �' � S�ONAL E�
<br /> I PROPOSED � BEEH(VE (DOMED) a a N
<br /> B. CONNECT(ONS 70 AND TAPS ON EX�STING MAINS W�LL BE MADE BY THE PUBLIC WORKS DEPARTMENt AT THE DEVELOPER'S GRA TE ON
<br /> EXPENSE. THE PUBLIC WOP,KS QEPARTMENT SHALL BE GIVEN AT LEAST S BUSINESS DAYS NO710E �OR EACH CQNNECTlON. THE STORMDRAIN ° " SIGNED: 25 APR 2017
<br /> PUBLIC WORKS DEPARTMENT SNALL 7HEREAF(ER DETERMINE THE QATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. CB OR INLET
<br /> � EX. WATER METER 4 a
<br /> C. ALL WORK AND MATERIALS MUST CONFORM TO CITY QF EVEREfT STANDARDS. ( WM P R Q P O S E D `
<br /> � EXTRUDED CONC. CURB SE CORNER 6"
<br /> D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO TNE START OF CONSTRUCTION. THE CI7Y OF PP a d ,
<br /> EVERETT PUBLIC WORKS CONSTRUCTfON QIVISfON MUST BE N�TIFfED AT LEAST 24 HQURS PRIOR TQ COMMENCEMENT OF E.Q.P EDGE OF PAVEMENT CONC. WALL AT 70W=20916 .
<br /> TOW=210.42 TOW=205.85 1.0' N. & 0.5' W. TOE-206. 4
<br /> GONSTRUCrfQN. TOE=206.69 TOE=209.26
<br /> E. THE DEVELOPER OR THE QEVELQPER'S AUTHORIZED AGEN7 SHALL NOTIFI' THE PUBLIC WORKS QEPARTMENT OF A PERSON ____________ ________________________________________T
<br /> - -- ------ ° a S89°59,09„� � .
<br /> - _-- - _ _ -______ T . . .
<br /> WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUC714N ON A 24 HOUR BASIS. EXIST�NG ,RBC _ - = - - - - - - �
<br /> LS 35078 0.04' ,�--� � � � C.�, � S89°59'09"E 128.81 ' Ex�sT�N� Rec _ -Gv : ° 35.Q0'
<br /> ,;!1
<br /> F. MAINTAIN A MINIMUM OF 10 FEET HQRfZONTAL AND 18 INCHES VER7ICAL SEPARATION BE(WEEN POTABLE AND NON-PO7ABLE N. & 0.02' E. 2 � �.� LS 10446 a . a a
<br /> CONVEYANCE SYSTEMS. �(t j�y'} �/► z
<br /> �
<br /> 2.0 0.i o' s. & 0.11' w. �
<br /> G. ALL CITY OF EVERE� VALVES SHALI BE OPERATED BY PUBLIG WORKS DEPARTMENT PERSONNEL ONLY. A L L VA W E S, N E W � ��� E X. B L D G S E R V I C E
<br /> AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. o -� Z d
<br /> I `� � ,w EX.WM M � .: W W
<br /> ADDITIONAL NOTES: � d
<br /> `�-� a UNDERGROUND � V
<br /> L EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PL4NS ARE BASED UPON THE BEST AVAILABLE PUBUC S ``� CDI I
<br /> RECORDS AND/OR PRIVATE REGORDS SUPPLIED BY THE PROJECT OWNER, OWNER'S SURVEYOR, AND/OR DATA OBTAINED SSMH � r ° TRAFFIC � �
<br /> VERBA�LY FROM OWNERS dR CITY�IJrILITY OFFICIALS. I RIM=210.76 � I a CA�LE BOX � W
<br /> REP�ACE EXi :I o a � a �
<br /> 2. THE APPRCXIMATE LOCATiONS �F EXISTING UTILITIES ARE SHOWN ON THESE PLANS FCiR CONVENIENCE THE CONTRACTOR ' �� � � � REMOVE EXISTING EXTERIOR U WITH NEW Z � � Q p„/
<br /> SHALL BE RESPONSIBLE FOR VERIFICATION OF lJTfLITY LOCATIONS SHOWN AND FOR dISCOVERY OF POSSlBLE ADDIrIONAL �+l(� .
<br /> uriuTiEs Nar sHowrv. �. i ` SEWER STAND PIPE AND PLUG � STREET WATER � `� W a � w
<br /> �'�: Dl,�'p `� I °
<br /> 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO HAVE LOCATED ,����; ,$',�"�S�' ' �'� , O Q THE HOLE IN FOUNDA TION � SER VICE d a � � W + W
<br /> B Y A P P R.O P R I A T E U r I L I T Y D(S T R I C T S O R C O M P A N I E S A L t R �' E I �t
<br /> UNDERGROUN� UTILITIES PRIOR TO BEGWNING CONS7RUCTION. CALL THE NUMBER SUGGESTED ON THE PLANS OR OTHER CAP EX. PIPE AT ����; �;�� �� P/p R t(���� i O � W A L L W I T H N O N-S H R I N K z & M E T E R o � ' W �
<br /> A P P R O P RIA T E L O CA T O R P RI O R 7 0 DI G GIN G. ��� j' ����C �"� �. ' � �� _° � � I G R O U T. D R t L L N E W P 1 P E H O L E � � ° � �
<br /> P R O P E R T Y L I N E R�'� �N,� �Z.--' � Q � S T D. D R A W I N G a w Q w �
<br /> M�j��As�B�,����iTj.� -�tJ� � � W � WHERE APPROPRIA TE FOR THE r� 5028 0 '� > Q
<br /> 4. T H E O W N E R/C O N T R A C 7 0 R S H A L L O B T A I N A L L R E G U L A T O R Y P E R M I F S A N D A P P R O V A L S P R I O R T O A N Y W O R K O N T H I S ��„ ��£��y���S/� �(�� ���•� N E W R E P L A C E M E N T S E R V I C E. � d ° � � � W Z
<br /> PROPERTY. ALL WQRK IN THE RIGHT-OF-WAY SHALL BE �N ACCORDANCE WITH THE APPROPRIATE PERMIT STIPULATIONS. ..
<br /> ��ci�r�R� �,Q�- ' ' I N S I D E T H E B U t L D I N G, P L U M B � o � J Q
<br /> 5. PRIOR TO THE PRE-CONSTRUCTION MEET(NG, THE OWNER/CONTRACTOR SHALL HAVE STAKED ALL MANHdLES, SEWER I ��.CJ.�.� �'j� , , NEW SEWER SERVICE W 4 0 � � �
<br /> ALIGNMENT UNE, AND PROPOSED BUILDING CORNERS WITH SU�7ABLE OFFSET REFERENCE STAKES CLEARLY MARKED WITH
<br /> STATION/OFFSE7 ON 25-FOOT INTERVALS. HQRIZONTAL CONTROL SHALL 8E NACJ 83/91; VERT�CAL CONTROL SHALL BE ', ����� �'��• 5����' DISCHARGE WITH DROP PIPE TO Z a � � �
<br /> Navo-8a �aruM. � CL�ANC7U'T � MATCH SERVICE EXTENSION � ' I `�
<br /> � �� ���� � �� � � � a ° �
<br /> � � � ' ' O c�
<br /> 6. A7 THE CONCLUS�ON OF CC}NSTRUCTION tHE OWNER�CONTRACTC7R'S SURVEYOR SHALL PROVIDE TQ THE CITY AN AU70CAD � � � �' �� '� �� ���"2a2,���� � �' � DUTSIDE THE BUILDING. � �� � �� � �� 4 � � �� � W
<br /> a a �
<br /> R-2000 OR NEWER DRAWING SHQWING THE AT-GRADE LQCA7(ONS OF ALL SAN�TARY SEWER APPURTENANCES lNSTALLEC, � a � � N -
<br /> �� �: Q
<br /> Q a . a . . � d a a -�:v
<br /> WCLUDING BUT NOT LIMITED TO ALL fNSIDE MANHOLE PIPE INVERTS AND MANHOLE/CLEANOUT LID RIM ELEVATIONS. ' ' ; � X. CC}N C. WALK ° d � !'j
<br /> I � a °
<br /> 7. THE SPECIFIED HORIZONiAL LOGATION 0� THE PIPE PLAGEMENT RELATNE TO THE ALLEY CENTERLINE AND SEPHRATION ! ,
<br /> DISTANCE FROM THE S70RMDRAIN PIPE AS SNOWN ON THE PLAN SHALL BE STRICTLY OBSERVED. ° ° °
<br /> , ° a
<br /> 8. 7HE CITY OF EVEREI7 WATER DEPARTMENT (EWD) WILL LOCATE AND INSTALL THE NEW FIRE HYQRANT SHOWN PER STD. EX. M U LTI�AM I LY � . a
<br /> DETAIL 507. THE OWNER/CONTRACTOR SHALL GOaRDWATE EWD'S COST ESTIMATE AND CONSTRUCTION SCHEDULE TO INSTALL B U(LD I N G #4-2 2O � a
<br /> THE NEW FIRE HYQRAINT. ,�,
<br /> FINISH FLOOR N a
<br /> 9. THE SFRINKLER SYSrEM SUPPLIER FOR THE NEW BUfLDING ADD�TION IS TO StZE THE SEPARATE WATER ME7ER SERVICE ANQ �' �
<br /> DOUBLE CHECK VALVE ASSEMBLY PER STD. DRAWING 516 IN GONFORMACE WITH NFPA 13R; THE SPRINKLEft SERVICE LC?CATICN I '; ; � ELEV.=2O9.C4 � J a
<br /> IS TO BE APPROVED 8Y THE EVERE77 FIRE MARSHAL � . f O � a�
<br /> �,�
<br /> .
<br /> cons truc tion no tes �� �' NEW ADDRESS � ` ' N
<br /> W a �
<br /> 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH DEVELOPER EX7ENSION AGREEMENT, THE STANDARD � '� ASSIGNMENT: O � Q � �
<br /> SPEC�FICATIONS, AND 7HE STANDARD DRAWINGS dR DETAILS OF THE CURRENT CITY OF EVERETT DES�GN AND ' � 4220 COLBY AVE, BLDG A � a� �
<br /> CONSTRUCTION STANDARDS MANUAL ', 2,� EVERETT, WA 9SZO3 � ( U. �� Q���.
<br /> - }�L���f� �''�
<br /> 2. SEE SECTION 7 OF STANDARD SPECIFICATIONS FOR ROADS, BRIDGE AND MUNICIPAL CONS7RUCT�ON WSDOT/APWA ANO ' � Qz �
<br /> CI7Y SPECIAL PROVISIONS SEC71�N 7-18 FOR DETAILS AND REQUlREMENTS ON LATERALS. ' ---�r. ` ' -, c9 x �
<br /> � S��INK�� P��1�����
<br /> _�
<br /> 3. THE SANITARY SEWER CLEANOUTS WITHIN 7HE PROPERTY SHALL BE ADJUSTED TQ PAVEMENT GRADE PER STANDARD �� O ' � w �^ a ,,, �N�W �,�� INSI�
<br /> oRawiNc so4. • ' ' c„t, ' AL TERNA TE ME frER a
<br /> �� �C35.� � �� 0�.� �� � .��--a�-�-��...�,SPRINKLER l��SE K K�or�`]. � �
<br /> 4. THE SANITARY SEWER CLEAiJ�UTS SNALL BE CONSTRUCrED WITH WYES OR SANITARY '�"s �SWEEPS�. STRAIGHT Ts AND DCVA ,LQC TION a O O
<br /> ARE NUT PERMITTED. �� � � � � ' � � �
<br /> ` `'� BASEMENT IF SPR(NKLER R SER � � o � N w
<br /> � ...��
<br /> 5. ALL SANITARY SEWER PIPES SHALL BE S7RAIGHT BETWEEN ANGLE PQIN7S; CHANGES IN LWE OR GRADE SHALL 8E I ', �'? ; FINISH FLOOR ` ROOM IS FURT�I ER a a O � � � � w O
<br /> MADE WITH APPROVED FITTINGS. � ` � � z � Q � Q � Q �
<br /> � ELEV.=201.03 THAN 70 FROM �,, r, �, � �, Y �, �,
<br /> 6. WATER AND SEWER SERVICE LINES SHALL BE INSTALLED WITH WITN A 14-GUAGE, CONTINUOUS, SOLID CORE, ' �' � � MAIN ( d Q Q � N N w � w �f-
<br /> NEOPRENE COATED LOCATING WIRE " � ��t� � ' � ' O Z �
<br /> � , _..,.. . --- :
<br /> (1'; , .,., � . ,,,. ... .. . _,•. ,. . _
<br /> .,,, .. -� ... , .,�-•-..�....� ,. --- a . Z O � Q
<br /> .._,�,... ,,.�.... : .. . .. . .... .: . _ . . ..... :. . -. - ' Z
<br /> ;_ ._. ..: . ,- , � ' n . L�.1 � U, Z Y Z
<br /> 7. THE FOLLOWING CI7Y OF EVERETT CURRENT STANDARD DRAWINGS SHALL BE INTEGRAL TO THIS WATER/SEWER SERVICES ' ' : �"�l
<br /> P�N: � ', �� . ,. NEW ADDITION : ° „ FIRE SERVICE. Q o � v� Q w w
<br /> ,
<br /> sTalloaRo ' ' � 'j► FINISN 1 st FLOOR `� ° 1 O R L A R G E R S E R V I C E � L � a W � _ _'
<br /> :
<br /> . �nc�v, �
<br /> DRAWING DESCRIPTION ; (I} '"� � '� . ,�, DCV f a :' � � � � � � � �
<br /> � Q ELEV. �00.64
<br /> & METER
<br /> 602 PR�VATE SAN. SEWER CLEANOUT � � , STD. DRAWING �
<br /> SAN. SEWER � � � NEW ADDRESS ASSIGNMENT: ` wM a 501 OR 502 WI TH
<br /> 604 PRIVATE CLEANOUT LID &� COVER FOR PAVEMENT --- � 'd A� _
<br /> 611 SAN. SEWER P1F�E BEDDING ��E��f�}�f T � ,� � 4224 COLBY AVE, BLDG B
<br /> 615 TRENCH COMPACTION � > `-
<br /> � RISER RM �* ' � DCVA STD DWG 516 (AFTER
<br /> ` � EVERETT WA 98203 �
<br /> 5o2e 2" warER s�RvicE & rnErER ItVV=197.3 0 ,� : � �� ,. METER NFPA 13R
<br /> 507 FIRE HYDRANT I ' � ', ', __ � � w INSTALL DCVA `�" C/�I� �y �.�i� �. a � � � �
<br /> s2a,a ooue�E cHECK QErEcroR assEMe�Y , �,�" ' �`(P� ` , ; � � ;� METER INSIDE SPRINKLER � a ^� �P�SPRI NKLER DESIG ER
<br /> . f
<br /> 8. DEWATERING DEVICES SHALL NOT DISGHARGE TO SANITARY SEWER. 'I , C�����'�� : , �j m I RISER RC�OM IF NO ° a �`'••....�,�'
<br /> C� p t-+ c A� T �'J J; ' ; 1- .
<br /> " S '. I
<br /> J�'��, ..1 �Cl t.+�L�IY�� i; ::, : :.. ..:.,F.,... . . ;., . ,,,,,. ........; . . . . . _ � z � '
<br /> ExisT�rvc Rgc ; , � �;. ; , _ �`��� o � FARTHER THAN 70 FROM I NEW FIRE HYDRANT
<br /> � 0.14' N. & AT OPERTY L�NE �� �-� �� ��o �t1 , 20�.2 � � I MAIN.
<br /> .
<br /> �: � : X J 209.5 ° ° L�CA TION PER FIRE
<br /> � 0.04' w. ���96.� ' , �'
<br /> ` .� Q I� _ : a MARSHAL OFFI CIAL; CITY
<br /> - : '' ; ; ', � '; .= ;
<br /> 2t��.� / ' ' � � , .' � MA�N a ° WATER DEPT 70 INSTALL; '
<br /> ��� I ' ` , , ; �� ENTRA E
<br /> ; ` _ - _ ; � ` SEE SE WER/WA TER N 0 TES Z
<br /> _.._t___.__..-
<br /> . .. � , �: ,n:�.aa.,,. �� ...
<br /> d
<br /> �. ' ' '' . . .. . :. ... ... . ... .. .,::: ,., .::. . . .._ .,.. _. . ....,.. . _.., . . . , . .. ..: . . ` � a �
<br /> . . _. ,_,,; ., . ._.. ., . . , . 22 :cE�;�R No. 8 THIS SHEET LEFT . -
<br /> ; ._ . . . _ . , . __ ..., . , � �
<br /> , � , , N
<br /> � _ _ _ � � 000 � : aoa�oac� �� . o0 0 >
<br /> v� . :� o
<br /> �,.,v C3U P TER� 20 � ,
<br /> -�. .,.,., �,� a � � � -
<br /> .vv V d_.. . � _ ._ _
<br /> � , � � � �� �� a � 200.8 ' ' �� � •� '' 15"C�EDAR� � � �t �,, � �` � � , > >a � � .
<br /> ' W . N89 59 35 W
<br /> . .
<br /> � �;�'" � ❑ , a ❑ -` a _n ❑ -- o a ❑ - ❑ ❑ ❑ =
<br /> - - - - - - -
<br /> Y � t� ` ° a 2�� N89°5g,35„W _ 199 (�, 128.81 ' 199.4 - `_ ° 35.00' _.
<br /> � a � PAVER s � P L A N A P P O V E D
<br /> w _ . NW CORNER WOOD , �
<br /> = WATER and SAN. SE�ER Q � " � FENCE 0.4' N. , INLET - WITH BEEHIVE �DOMED� EAST END WOQfl � EXISTtNG RBC Q ,� �' ,� �-''r � � ,�
<br /> � �' �
<br /> r,
<br /> " GRATE & FRAME (OLYMPIC FENCE 0.5' N. LS 11691 � `���
<br /> Q I ��� � � ��� ' ' EXISTING TACK c eRvtcFs � �
<br /> � SERVICES PLAN FOUNDRIES OR EQUAL) 0.14 s. & 0.02 w. �S 11691 �WAS �""
<br /> � 19.3 uw►�N�cE eaostoa
<br /> ( , :i o_o�' s. & 5.a' E_ � aua c o s
<br /> SCALE: Ya'�=1 '-0" , DE
<br /> � � � ��� ��. 7' � �
<br /> ENGINEER S OPINION SURVEYED LOCATIO nreR
<br /> � � OF APPROX EX. OF EX. WA TER ! � ►usuc ss
<br /> � � �' - �,�, ���r c - � ��. R�-�v�� �.�V�st�. (
<br /> � � WA TER SER VI CE ME TEf2 SER VI CE TO � �� v��
<br /> ANY t�NfTR ON N IS
<br /> PR07ECT. APPR AL OR IS
<br /> LOCA TION SOU TH NEIGHBORIN �„F�� ���u � a� NAL ER
<br /> Q oOZ�_
<br /> B U IL DI N G �IRESS�'��`�.�N« :
<br /> Q I � -- �ERMIT fOR CONSTRUCRON HAS
<br /> � I CTTY EN NEER sEEN ISSUFO.
<br /> Q
<br /> Y c�nstruction special nate
<br /> �
<br /> ~ LOCATE EX. WATER SERVICE TO NEIGHBORING BUILDiNG ON THE GROUND;
<br /> �
<br /> � THEN HAND EXCAVATE POT NOLES TO EXPOSE SERVICE PIPE AT THE BEND 5 SHEETS
<br /> Q POINT AND/OR WHERE CROSSING PROPERTY LlNE FOR THE ENGWEER TO
<br /> `� OBSERVE. IF IN CONFLICT WITH THIS C�NSTRUCTION, THE ENGINEER SHALL
<br /> � CALL 3 WORKING DAYS BEFORE YOU DIG COORDINATE RELQCATfQN OF THE WATER SERVICE LINE WITH THE CITY OF
<br /> m �-�UO-424-J�5� EVEREIT WATER DEPARTMENT PRIOR TO ANY CONSTRUCTION, IF REQUIRED,
<br /> o UTILITIES UNDERGROUND LOCATION CENTER CITY WILL MOVE METER AT OWNER/C�JNTRACTOR'S EXPENSE. WORK ON
<br /> (ID,MT,ND,OR,WAj CUSTOMER'S S@E OF TNE METER IS OWNER/CONTRACTOR'S RESPQNSIBILITY. •
<br /> �
<br /> � EI.EGTRIC-RED SEWER-GREEN GAS/OIL-YEIIOVY SURVEY-
<br /> w SCALE OF OR�G�NAL DRAWING SAFETYPRECAUTiONSHALLBEIMPLEMENTEDBY P�NKTEl1CATV-ORANGE PROPCSED-WHITE WATER-BWE
<br /> � � �.J` 1.� �.J� �nCh2S CONFRACTOR(SjA?ALLTRENCHINGINACCORDANCE �
<br /> � WITHCURRENTp$HASTANDARDS 7740 196th Ave NE (Histor�c Red Brick Rd) L�'�?\����
<br /> � P.O. BOX 2758
<br /> REDMOND, WA 98073-2758 qZIZ Engineering Company
<br /> 425.898.1007 fax 425.898.9699 info@aziznw.cam
<br />
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