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PTN. OF NE 1/4 OF THE SE 1/4 SEC 6,TWP 22 N, R5E W.M.
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<br /> o EACH LOT WILL BE LIMITED BY THE CONSTRUCTION NOTES
<br /> "EXIST. riP HYDRANT
<br /> BELOW IMPERVIOUS SURFACE AREA TO WATER METER SERVICE. SEE COE DET. 501 ON SHEET C5.01.
<br /> c LIMIT THE SIZE OF THE DETENTION TANK: \ \ COORDINATE METER SIZE DURING BUILDING PERMITS
<br /> LOT MAX. IMPERVIOUS SF \ \ \ 0 6"SIDE SEWER SERVICE. SEE COE DEL 602, 604, AND
<br /> 616 ON SHEET C5.01. MIN. 2%:,LOPE.
<br /> ri 2 1,898 ® \ m
<br /> p 1962 \ \ \ c 48"TYPE 1 MANHOLE. SEE COE DET. 605 ON SHEET C5.01 0
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<br /> � \ \ � za"c SIDE SEWER NOTES: N
<br /> LOCATION OF EXISTING SIDE SEWER SLABS UNKNOWN, EXISTING SEWER STUBS MAY BE w m
<br /> REUSED PROVIDED THE STUBS ARE A E LEAST 6"DIAMETER, THE PIPE MATERIAL IS PVC x ii
<br /> AND IN GOOD CONDITION AND THE DEPTH IS ADEQUATE TO SERVE THE PROPOSED
<br /> 3D \ 4 HOMES, IF REUSE IS ANTICIPATED, NOTIFY ENGINEER FOR ANY POTENTIAL CONFLICTS. IF w
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<br /> 4"c REUSE IS NOT ANTICIPATED, ABANDON EXISTING SERVICE AND INSTALL NEW SIDE SEWER o c
<br /> \�\ AT LOCATION SHOWN.
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<br /> `g5' 2 �' -sMH 48" NEW SIDE SEWERS TO BE 6"PVC SDK-35 WITH MINIMUM SLOPE 2% CONFORM TO CITY Z
<br /> SSMH 48' `` ss-�/ 'AIM 288.21
<br /> RrM 327 �� '`� s SN 279.65 STD. DWG. 602, 604, AND 617.
<br /> N r Sw 31g a9 55'� s�� SS N \ \ r.Nro rs.ze
<br /> c N 319.e 41 \ S£279.56
<br /> re NE 31-.'3 5 � S$ \ > \ \ FIRE SPRINKLER NOTES: P of WA, y
<br /> 5'BSBL(TYP.) S"l3- A 4��' V I"XIST. 4"CAST
<br /> �' - A \ I ��'\ -IRON WATER MAIN FIRE SPRINKLERS WILL BE REQUIRED IOR EACH LOT. SEE COE DWG. 524 ON SHEET
<br /> d^q�\\\ -EXIST. 8"CONC. IF REQUIRED, THE METER AND SERVICP.LINE AFTER THE METER SHALL BE SIZED BY THE A �
<br /> 5`' \COMBINED SEWER MAIN BUILDER PRIOR TO CONSTRUCTION TO ACCOMMODATE FIRE SPRINKLERS. �:r,l,��w
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<br /> m , 7686sk \ .A ,V A Q�\V A RIM-290.00t GENERAL NOTES: - ��"
<br /> IE(8'NW,SE)=21114
<br /> -WALLS AND HOME FOOTPRINTS \' I \i'\ `� �` __\_ ' 1 \ \ IE(12"W)=283.24 REINSTALL ANY AND ALL REMOVED ROW SIGNS PER CITY STANDARDS.
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<br /> ARE SHOWN FOR REFERENCE �� 'y\ \ `I ` `, \ - ��` v \ ,� \
<br /> ONLY. THE SIZE AND LOCATIONS \sm i\ \ I , - __„� ,\\ \' �� \ _�__.\__ _�' UNDERGROUND ALL NEW EXIS77NG ON-SITE TRANSMISSION LINES FROM THE BUILDING TO
<br /> OF THESE STRUCTURES WILL BE \��k { ' \ \ •A
<br /> 57359321Y THE POINT OF ORIGIN AT THE PRIMARY DISTRIBUTION LINES FOR THE UTILITIES.
<br /> FINALIZED WITH THE INDIVIDUAL k 2 W�'M AV 1 A A
<br /> BUILDING PERMITS. ',a \ �- A �`, -��- - V ADJUST ANY UTILITY WHICH MAY CONFLICT WITH STREET OR UTILITY IMPROVEMENTS.
<br /> 8n NI01 M I hl
<br /> .SEE SHEET C4.00 FOR
<br /> CRESCENT AVENUE Z
<br /> EXIST FIRE HYDRANT ? '� ' ' ' „-L`I �` \ FRONTAGE IMPROVEMENTS o
<br /> I CITY OF EVERETT DCSS SEWER NOTES Z
<br /> ¢a CONC
<br /> PH 40 r 2G' 6'WOOD lENG', WAIL
<br /> A.ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND 3
<br /> --moo -- ✓o-- ---<i r I = ,S�3 3 " ---------�7 55 �� /
<br /> , \ \ WSDOT APWA STANDARD SPECIFICATIONS.
<br /> cuq Rqc \\ c � \-n \ �\ ---_ --_ \`, \\ \o� B.NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO o
<br /> mN�L m 20'BSB ' �� - --- \ \ USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. o
<br /> 5 \If, ` \`, C.APPROXIMATE LOCATIONS OF EXISTING UTIL177ES HAVE BEEN OBTAINED FROM AVAILABLE N
<br /> ' "-fp',Y,- r ` '� '"\\/% --- -LOT,; \ \''\ \ ', RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE o
<br /> �Iy__ �I / '�`� ' $8'(BsP. FOR VERIFICATION OF LOCA7ONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT x
<br /> I OE. ` i� r
<br /> \ i ii ' "'@', ' _ , F SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE Z
<br /> I CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED
<br /> SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br /> H\'` \�` i \I CONSTRUCTION ON THE PROJECT.
<br /> D.ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST �
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<br /> i
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<br /> BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> EXIST',�B"STEEL.'., o� i F `Sb'\w y',� ' w� /'_ 112• `' \`W \
<br /> s WATER " ��''AID CITY OF EVERETT DCSS WATER NOTES LU
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<br /> G� ���� � ��� \VA 'i, v� "'• '`� XV ,�,, 2 �, VA A.NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN
<br /> CB-1 C \O 1s,H ' V "'\\,' APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING,
<br /> RIM 350.50 ' '� �" 55 DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br /> IF NV/3.54.2b \ \
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<br /> ` ` T EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS J
<br /> IF sF \ \\16"nnA' -� I `\, B.CONNECTIONS TO AND TAPS ON
<br /> ' N 2a I S� 50
<br /> 21,1"'k/ \ DEPARTMENT AT THE DEVELOPERS EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE Q j
<br /> 0; - �`. \ \ y` l '!c m '� `,', 1, \�� \ GIVEN AT LEAST 5 BUSINESS DAYS N077CE FOR EACH CONNECTION. THE PUBLIC WORKS
<br /> DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE ♦Z
<br /> 55 ^ ,`� H ' `, v' �'' `aV CONNECTION SHALL BE MADE. v) V Q
<br /> O ''� 7R0��` L" C.ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. w J W
<br /> 32'r '0 "p'E V� \\ \\ D.A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF m w
<br /> \ \ Q h,r3..r- c�RIM 35zs1 N \ I I -3 � \ 1, `//\� `\` ', ', 3p�10 \ W fef \ I\ CONSTRUC770N. THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE a o
<br /> c NW 355.01 `� \ -- Z N077FIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. V
<br /> I£5 355.07 c\ G �`', 4.= _ \ \` ` ;L-r,L1'� '� %< "T\ �` -'k \ \ Q
<br /> aor 35z 91 d }\ �� 4 �\ E.THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL N077FY THE PUBLIC WORKS
<br /> OT or r I '+yam `ro to A V DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING
<br /> -SEE SHEET C4.00 FOR \ d `,13,273sf �£`, CONSTRUCTION ON A 24 HOUR BASIS.
<br /> FEDERAL AVENUE N CLIENT
<br /> _ F MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VER77CAL SEPARATION
<br /> FRONTAGE IMPROVEMENTS - c`, \ FouND 3/4"IRON PIPE \
<br /> 1�. \� `L-'�,-'�� _ \ BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS.
<br /> N15 n'oo'vr STEPHANIE AND
<br /> G.ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT
<br /> \\\ \' I 1�;✓�J 'f R1 -FOUND PEAR CAP \ m,\ PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. CLIFF ACRE
<br /> 1300 ADMIRALTY WAY
<br /> "DOWNING LS 72345" `- n
<br /> N ;PPyUqQ I L \ D \\
<br /> 41 o.zz's x o.za'INuNIi T102
<br /> SSMH 48" " EVERETT,WA 98204
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<br /> IeRNVI so ss \\ `" APPROVED AS NOTED
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<br /> I O i IE SF 291.05 N 1
<br /> m -�R1-roUNO REBAR/No CAP N� \ Revise the roof downspouts to splash onto a splash block at the ground
<br /> da- 0.06'N X 0.02'E surface and/or onto the open grate of a yard drain.Discharging the _
<br /> I III 55 �I` i downspouts to a surface open to the atmosphere helps attenuate flow and
<br /> fS
<br /> \ n e0T 3515. 411 'FOUND 314"IRON PIPE
<br /> r- ' ��9i i i N0E'78"5G"'W-3.88' minimize pushing air into the detention Sank.
<br /> De-r m � icy p, 1'-20'
<br /> RIM.557.E8I
<br /> IF N 155.98 0 10 20 40
<br /> IE S 355.O.i
<br /> eot 355.48 I II 4'v r UNDERGROUND UTILITY NOTE:
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<br /> UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO
<br /> GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE, AND
<br /> MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE BASE MAP
<br /> CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION ,
<br /> FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL.
<br /> THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTEC77ON OF SAID Q DRAWING
<br /> FACILITIES. THE CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811.COM) A C2 00
<br /> AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACILITIES BEFORE CONSTRUCTION. Know what's below.
<br /> Cal before you dig. SHEET 5 OF 12
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