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SW 1/4, NE 1/4, See.31, T.29N., ME., W.M.
<br /> KEYED NOTES
<br /> OTRENCH DRAIN-CONNECT TO DETENTION
<br /> SYSTEM
<br /> OSTORMTECH MC-4500 CHAMBER SYSTEM
<br /> SEE SHEET 2
<br /> O4"-6"PVC PI PE.CONNECTTO CHAMBER WITH \,
<br /> INSERT-A-TEE ` \\
<br /> OYD-YARD DRAINSTOBEMINI8"DIAWITH \ \\ 30 1 f \
<br /> SOLID LID AND I2"SUMP(TYR) �\ ` \ N
<br /> \\
<br /> OCB NO.1-TYPE IW/SOLID LOCKING LID AND \\\
<br /> 1.5'SUMP \�
<br /> RIM-297.0
<br /> IE-294.0 \ \ SCALE:1"=20'
<br /> © CB NO.2-TYPE 1 W/SOLID LOCKING LID AND \y \ _ 0 0 10 20
<br /> 1.5'SUMP LOT 5 55 6 - 88NH 27
<br /> RIM-296.0 \ \ \\� ,. - \ RIM 281,21
<br /> IE=293.0 1 --Bir-9 Puc IE SW 279.26
<br /> \ IE SE 27.56
<br /> O CONTROLSTRUCTURE s-2.0% IE SE 279.56
<br /> SEE DETAIL SHEET EX SSMH 4 \ 1 59'32 \, -t 1 7 oB \5 r^p q 10 \
<br /> S I '`.J
<br /> OCB NO. LOCKING LIDAND IE Sw 319.99
<br /> g IE N 3t9.aa 1 \ 9� �\ SIDE SEWER NOTES:
<br /> 1.5'SUMP IE NE 319.93 \\ \ \ \
<br /> RIM=293.00 3 V A \ V A A \ Vco v s8 "
<br /> IE-289.00 gcallo I \ \\\\ \ \ \ \ o\\\\ \\ \\ PTcp RACE- \ .yMxx g LOCATION OF EXISTING SIDE SEWER STUBS UNKNOWN, EXISTING SEWER STUBS MAY BE
<br /> \ \ \ \ \ \\ zss.bomin T5 IN REUSED PROVIDED THE STUBS ARE AT LEAST 6"DIAMETER, THE PIPE MATERIAL IS PVC
<br /> OCB NO.4-TYPE 2 �\\ \ \ W\ \ \ \ \ \ \\ \ 296.0 MAX AND IN GOOD CONDITION AND THE DEPTH IS ADEQUATE TO SERVE THE PROPOSED
<br /> RIM=290.00 HOMES. IF REUSE IS ANTICIPATED, NOTIFY ENGINEER FOR ANY POTENTIAL CONFLICTS. IF
<br /> IE=281.00 \ \ \ I\ \ \ Lot t\ \ \ \ ` REUSE IS NOT ANTICIPATED, ABANDON EXISTING SERVICE AND INSTALL NEW SIDE SEWER
<br /> V A \ V V V A A V A \i'DIBBSF� V AV VT \ 3 I 3 AT LOCATION SHOWN.
<br /> SADDLESSMH-48" \ \\ \ \ \ �, \ \\ \ \\ \ \ \ \ \ \ 3 I D,
<br /> 1 RIM-289.90 T\\\\ \\moo \ V V A I A A I I I I \V�i,A e V A I 15% �` �� NEW SIDE SEWERS TO BE 6"PVC SDR-35 WITH MINIMUM SLOPE 2X CONFORM TO CITY
<br /> IE '-=281.2498M-Sq� \\V A A A III II II II I I I� ��Hj3;59�? 3\ \ v vv �1'� STD. DWG. 602, 604, AND 617.
<br /> IE-281.24(8"-IN-SW)
<br /> \\ \\\ \\ ; I I I I \ 1 / \\\ 3 \ \\\ \ \ .-1 ¢ FIRE SPRINKLER NOTES:
<br /> FIRE SPRINKLERS WILL BE REQUIRED FOR EACH LOT. SEE COE DWG. 524 ON SHEET
<br /> �Ij111IIgl l l A V 111���I �V A \ I �\ 2 v vAV C5.01.
<br /> �� -----7 GONG
<br /> WALL I J I I I 1 1 \ 1 le y1't�; 1 / ) I I I / z9B.o0 mlx- -/\ \ u� \ \ __ _ IF REQUIRED, THE METER AND SERVICE LINE AFTER THE METER SHALL BE SIZED BY THE
<br /> s 'C c� °\ \ \ \ ® q`, -�i BUILDER PRIOR TO CONSTRUCTION TO ACCOMMODATE FIRE SPRINKLERS.
<br /> - p 1 �V 7 V -� A V A m\ \ K GENERAL NOTES
<br /> GRAVEL
<br /> DRIVE/ f I - iceA j/ \� AV A V A 0
<br /> ---------� °a A I I / / l l l I 1 I V.. / - =- V Aie A \ V A A REINSTALL ANY AND ALL REMOVED ROW SIGNS PER CITY STANDARDS.
<br /> vv A II 1 1 1 I I 1 1 � /'
<br /> \ 0Ha
<br /> 2/- UNDERGROUND ALL NEW EXISTING ON-SITE TRANSMISSION LINES FROM THE BUILDING TO
<br /> 3 SF \ \ \ \ \ 1 1 \\ L THE POINT OF ORIGIN AT THE PRIMARY/DISTRIBUTION LINES FOR THE UTILITIES.
<br /> v v VI 1 A AV_\ \V I A pI cD
<br /> ADJUST ANY UTILITY WHICH MAY CONFLICT WITH STREET OR UTILITY IMPROVEMENTS.
<br /> W299.0 I 1 5yM
<br /> CB-I I I A
<br /> RIM 360.60 `� \ I I I I 1 1 \ \ \ , / , ` I u 6 ,, / CITY OF EVERETT DCSS SEWER NOTES
<br /> TIE N 3s 42 �As �I II II II II IV A I\ 11 II II\ \\\ \V C \V / // // / _ \V I �I. I A 1 \ 1 V A ���I\
<br /> / ^ A.ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND
<br /> s III I I 11 A A V 1 1 1 \ V A A ) /////// I VI����]��� T D c'I, V A i°aM �� SI ` WSDOT/APWA STANDARD SPECIFICATIONS.
<br /> B.NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO
<br /> USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR.
<br /> 6 \ t \0
<br /> \�� A\ I C.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE
<br /> I "\ I I I \ \\ I\\ \ \\ \ >.53@t'\��I' 1 \ I 4 I 1 A 1 \ s \ RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE
<br /> FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADD17IONAL U7ILITIES NOT
<br /> SHOWN. IF CONFLICTS WITH EXISTING U77LITIES ARISE DURING CONSTRUCTION, THE
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED
<br /> RIM 357.61 Lot 3 w SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br /> 1 A A k�V \ V A 1 \ I l l l V�, A A \
<br /> T\ \\ \\\ \ I \ \ 8,074 SF I I 1 1 \ \\ CONSTRUCTION ON THE PROJECT.
<br /> s. O fl r A \ V i s 2Y'M� 1 i
<br /> IE cv
<br /> E NW 35 ot s 355,01 V 61's \ A \ \ \ \ \ < \ \ , \ D.ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST
<br /> BDT 352,91
<br /> BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> J00
<br /> v v f CITY OF EVERETT DCSS WATER NOTES
<br /> \ 1 1 ( \ o \ \ \ \ \ \\ \ \ \ A.NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN
<br /> \ \ \ \ \ APPROVED BACKFLOW PREVEN77ON DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING,
<br /> DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br /> B.CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS
<br /> DEPARTMENT AT THE DEVELOPERS EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE
<br /> GIVEN AT LEAST 5 BUSINESS DAYS N077CE FOR EACH CONNECTION. THE PUBLIC WORKS
<br /> DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND 77ME AT WHICH THE
<br /> RIMN 2se z6 \� \\I CONNECTION SHALL BE MADE.
<br /> \ I / 1 ll \ ` IE NW 290.91 �o
<br /> CALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.
<br /> \ IE SE 291.05
<br /> D.A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF
<br /> CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE
<br /> N077FIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br /> \ \ 1 1 \y I I I \ \ \ E THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL N077FY THE PUBLIC WORKS
<br /> DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING
<br /> // 11 II II I I I LOT 7 \ CONSTRUCTION ON A 24 HOUR BASIS.
<br /> EX CB I h I 1 I I I \ \ F MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION
<br /> s
<br /> t BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS.
<br /> G.ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT
<br /> IE N 355,78 / I \ \ PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br /> IE S 356.03
<br /> BUT 355,8
<br /> I EX 3 ^M
<br /> RIM \\ \
<br /> E W 355.755.74
<br /> NO. REVISION DATE UTILITY CONFLICT NOTE: ¢�B.NF DATE: 05/23/23
<br /> CAUTION! �ww � Acre Short Plat DRAWN BY: VK
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR V FYING THE LOCATION,DIMENSION AND DEPTH OF Cityof Everett Permit Review SOUND DESIGN
<br /> • ALL E%ISTINGMI-ITIES WHETHER SHOWN ON THESE PLANSOR NOT,BY POTHOLING THE UTILTTIES ` ENGINEERING, INC Public Works Permit CHECKED BY: RBN
<br /> AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.THIS SHALL EVERETT Status:Approved as Noted
<br /> INCLUDE CALLING UTILITY LOCATE AT I.BOO-<24-5555 AND THEN POTHOLING ALL OF THE EXISTING PP $
<br /> UTILITIES AT THEIR LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT -""'yen O W ROBERT NEHRING,P.E. SITE AND UTILITY PLAN FILE: AErBSP.dwg
<br /> CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE 12/11/2023 7:24:17 PM �, gFci j�'�aE°A,�4' tO5t520[x Sheet SE.,Lake Stevens,Wn 98t58
<br /> E. UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.PRIOR TO COMMENCING J' A TEL:1425)]I3-956]
<br /> Know wheys below. CONSTRUON OF STORM DRAINAGE AND DETENTION SYSTEM,CONTRACTOR SHALL VERIFY `YTONAL F'� SHEET 2 0 F 6
<br /> CO CTINNECTION FROM DETENTION OUTLET TO TIE-IN LOCATION OF STORM DRAINAGE SYSTEM.IF ANY
<br /> Call before yell AIg. CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT SOUND DESIGN ENGINEERING TO
<br /> RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 05/23/23
<br />
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