3618 W MUKILTEO BLVD 2022 SITE WORK FOR HARBORS EDGE TOWNHOMES Plans 2025-08-07

m SE1/4 SW1/4 SEC. 34,TWP.29 N.,RGE.4 E.,W.M. M M N N N N m M O N O 19 = STA 100+55.00 (19.14 LT) SEWER NOTES 1-8" DI TEE (FL) N A 3-8" GATE VALVES (FLxMJ) A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT p d'� 1-THRUST BLOCK ,, STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. y 0, - "�B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR rn Fn IRRIGATION WATER METER, SSMH #1 ,PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY i .�< STA 20+11.60 INSPECTOR. ro m m DCVA SHALL BE LOCATED IN N 5.'m AN UNDERGROUND VAULT, (5.17 RT) C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM w N.# SEE L2.0 I ,-I�w AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL 0 PRESERVE AND PROTECT r RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY o rn EXISTING UTILITIES DURING - ADDRIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE wD CONSTRUCTION \ 1 101+00 DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS w v ,• PECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY z 'a o ,-p EXISTING _ \ \ ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. a J J D O (D FIRE _ / `+ s r ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN a a <• HYDRANT _ �� < _EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING k m 0 � � M \ ss „a. CONSTRUCTION. w 3 � m m F E. SEWER LATERALS ARE PRIVATELY MAINTAINED TO SEWER MAIN. o v) N N Z 0 K L o VE6 N EXIST o i 5 � �STA, 26+46.61 N 76� - / z z N 00 RT) E ISTING"METER WATER NOTES o o 1-FIRE HYD v TO BE REMOVED %.-s ,,� y a, cn 0 O rn 0 0 1-6w o fl9�___ rT' - . . I A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS � ai _U o STORZ A --s` ' TO SATISFACTORY FLUSHING, 0 -_- � OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR NG r F � o � 1-TH OCK O BLVD. ss� <v i TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY o 0 0 ILTE ° BACTERIOLOGICAL TEST RESULTS. < ¢ Z WE$1 MUK B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC > > M M N WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS 72 LF 8" DI DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE r ss ss�, a FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER s1e. j401:/. .� 94 DETERMINE THE AND AT TIME AT WHICH THE FORMCTO CITY OF SHALL T STANDARDS. E .z STA 20+ 2 C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT TANDA L ) A PRE-CONSTRUCTION 5.91 LT START OF CONSTRUCTION. THE CITY G OFHEVERETTHPUBLICITWOR S CONSTRUCTION TH W$ o o ' - - _ __ • i qU - I 1-11.25- DI BEND (MJ) F 24 HOURS PRIOR TO o _DIVISION MUST BE NOTIFIED AT LEAST d EL` O2 2 8" DI 1-THRUST BLOCK COMMENCEMENT OF CONSTRUCTION. & 3 E s �` L O = SSMH #2 E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT ASHALL RNOTIFY I THE y c €a FF 152.8 PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING P, £ O4 FF=153.1 AD=150.8' STA 21+00.78 PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. ,.^- PAD=151.1 a, �', ss� • 1 5 0 (5.00 RT) F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL 3 FF=153.5 a SEPARATION BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS. \ FF=153.7 PAD=151.5 10' MIN 0 i r -,"0 9 G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS 2 - O O 1 - PAD=151.7 0 °- o SEPARATION m v "- /, ss sn FF-152.8 7 \\ PAD-153.7 0 I .n,P DEPARTMENT PERSONNEL ONLY. ALL VALVES, w d [i.i '151.7 ( ) NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. / PAD=150.8 8 \ I a 55 68 LF 8 DI H. PROPOSED FIRE HYDRANTS WITHIN THE PRIVATE DEVELOPMENT ARE PRIVATE AHS 7 72 SHALL BE PAINTED WITH TWO COATS OF HIGH GLOSS "SAFETY RED". THE PORT CAPS 1- STA 21+19.98 \ 1g8 \ 10 FF 152. \\ °" -�-a Sg (5.00 LT). SHALL BE PAINTED BLACK. ®9 FF=152.3 P -15. r^ 9D my 1-8" DI TEE (FL) \ SSMH #3 PAD=150.& ° -p 27_0 .p ca 2 �ROPOSED STA 25+74.03 FF=152.3 - - 8'S 2-8" GATE VALVES (FLxMJ) (9.95 LT) P1D=150.3 �` Z o W �I 1-THRUST BLOCK ,a„ � kVAULT �� 4 55 �.o. N STA 27+47.05 (7.99 RT) 1-11.25' DI BEND (MJ) 6 1-THRUST BLOCK � D\ \ \� 0 1 70 �F 8" !, + FF=153.3 1" DOMESTIC/FIRE COMBO I FF=153.7 PAD=151.3 I WATER METER REQ'D FOR p 100 F 8" DI PAD=151.7 NFPA 13D SPRINKLER SYSTEMS \�\A44 ., �0 FF=154.0 a (TYP), UNLESS OTHERWISE NOTED 1 A6 _ � s a \ +^ FF=153.7 PAD A20.0 148� �150 \ w<a •. a PAD=151.7 11 u) V W FF=153.4 12 - 110 LF 8" DI J g" a. n a PAD=151.4 O - a vfOi I J H o N 77 g6.51 + ^' 13 3 1 PROP 25' a \ E �o - 14 /0 WATER & (p m STA 25+74.18 (5.67 RTT) �{ I r 18 8" DI FF=153.4 15 '1 SEWER N 1-45' DI BEND (MJ) 1 FF=1534 PAD=151.4 4,- L+ -� EASEMENT ` 1-THRUST BLOCK PAD=151.4 -% u FF=153.4 W LIJ PAD=151.4 16 E,1 I 17 GR� 8 II 0 Q W I + 2 18 / a _154.8 N W > II STA 25+53.14 (3.60 RTT) Q, 1 I 70 3 F I W �� Ir 1-45' DI BEND (MJ) 1-THRUST BLOCK `JAI '6 \ 25 a)\ G1 / -1 4. 155.9 \ 24 II FF=158.3 = N 155.5 © FF=158.3 PAD=156.3 ti _ 102 LF 8" DI 1 1 GRN� 22 FF=158.3 PAD=156.3 I ti O 21 PAD=156.3 PROP 15' STA 22+29.61 WATER I \ FF=157.6 ' 8 1 (5.02 LTT) W Z EASEMENT \ PAD=155.6 . o '�. 1-FIRE HYDRANT ASSEMBLY �, J \ 19 FF=157.6 - `N 1-6" GATE VALVE a I 1 PAD=155.6 .s STA 24+48.96 (4.34 RT) FF=157.2 o ao �- h I 1-4" STORZ ADAPTER w9 1-45' DI BEND (MJ) FF=157.2 PAD=155.2 w I 167 LF W 1-THRUST BLOCK / 0) F \ 1-THRUST BLOCK PAD=155.2 19 LF 8" DI m it a 1 I 2> • SS STA 22+46.34 Q Lu o (7.69 LT) = 1n 1_45' DI BEND (MJ) g4+00 55 T �%, Q STA 22 M67.34 1 THRUST BLOCK N 6°1648 220'10VFIRIFY SCALE 1-22.5' DI BEND (MJ) BAR IS ONE INCH ON ORIGINAL DRAWING. 1-THRUST BLOCK IF Nor ONE w i 0 40 SHEET, 10 20 ADJUST SCALES ACCORDINGLY. SSMH 5 / Scale In Feet # SCALE: DATE: STA 24+10.90 t^ I AS SHOWN 05/12/23 s. DESIGNED BY: CHECKED BY: Rmx KDS/TB ACR/SS STA 24+16.00 (3.42 RT) i PACE PROJECT NO. 21586 ..ww ' / 1-45' DI BEND (MJ) CALL BEFORE F c 1-THRUST BLOCK ! YOU OjG 811 C5.0 C��x UNDERGROUND SEWCE(USA) REV1122-001 SHEET