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

m Fm'i SE1/4 SW1/4 SEC.34,TWP.29 N.,RGE.4 E.,W.M. o N o a STA 100+55.00 (19.14 LT) SEWER NOTES ~ 1-8" DI TEE (FL) m ro m n'. 3-8" GATE VALVES (FLxMJ) A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERE7 1-THRUST BLOCK STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. N o NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR m SSMH #1 -PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY a< STA 20+11.60 a/ INSPECTOR. p (5.17 RT) �� C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL I - RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY IRRIGATION WATER METER, & i DCVA SHALL BE LOCATED IN 1 ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE AN UNDERGROUND VAULT, _�--\- 101+ DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS SEE L2 \ \ PECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY .0 w p EXISTING \ = ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. o J J FIRE / _ i ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN a a ? HYDRANT v' EMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING k k CONSTRUCTION. i M m m LATERALS ARE PRIVATELY MAINTAINED TO SEWER MAIN. V) N z N - EX IST so \ �I WE E toi6. si J _ ST m � 26+46.61 N 36'17 00 RT) G E11STING ER sue.° WATER NOTES a 1-FIRE HYD BL l� TO BE REMOVED ss , y I �' �' 0 0 a "_6Ri£-VRtVE� QQ_ ass f' .. A. NO CONNECTION TO THE EXISTING MAINS WILL ALLOWED EXCEPT BY MEANS 2 o 5 it- OF AN APPROVED BACKFKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, 2 o � 1-TH OCK gLVD ss/�� m TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY 0 0 0 r .�MUKILrE0 BACTERIOLOGICAL TEST RESULTS. n n czi N WE$ a� i� d B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS 72 LF 8" DI DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE e n a u FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. D z 94 AL MATERIALS MUST CONFORM I 0 D r STA 20+52 C. L WORK AND MATE S M S ORM TO CITY F EVEREfi STANDARDS.S ( ) D. APRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE in 5.91 LT START OF CONSTRUCTION. THE CITY OF EVEREfi PUBLIC WORKS CONSTRUCTION $ E;i ( N 1-11.25' DI BEND (MJ)2 L 8" DI 1-THRUST BLOCK DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO m °-' COMMENCEMENT OF CONSTRUCTION. & CA FF-1528 E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE w a$ SSMH #2 PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING � N� � � AD--151 1 =150.8 STA 21+00.78 PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. s� 4 FF 153.1 AD o (5.00 RT) F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL w <o g P ss�c \ss • - PAD-151.5 SEPARATION BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS. -.1 ;N FF=153.7 10' MIN = w G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS d N ss� ss ---'- PAD=151.1 0 °- o SEPARATION d ss� i FF=152.8 0 FF_1g1. 0 _ (TYP DEPARTMENT PERSONNEL ONLY. ALL VALVES, w'c PAD=1 8 8 PAD=151.7 a< ) NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. FF=152.8 5^p O 68 LF 8 DI H. PROPOSED FIRE HYDRANTS WITHIN THE PRIVATE DEVELOPMENT ARE PRIVATE AHS ss - PADA-50.8 l�J o 0 55 7 72 SHALL BE PAINTED WITH TWO COATS OF HIGH GLOSS "SAFETY RED". THE PORT CAPS / 10 i F STA 21+19.98 SHALL BE PAINTED BLACK. p,NN c FF=152. - cc '�-0 55 (5.00 LT). �,.......°.RF 9 FF-152.3 P -15. - rn oc wash,°eF � � 1-8" DI TEE (FL) SSMH #3 2-\ FF=152.3 PAD=150.3. v 21+� �:,;p o°•y PROPOSED STA 25+74.03 S S m1e 1-THRUST GATE VALVES (FLxMJ) p - �•eD PAD=150.3 a`° RUST BLOCK Y= - •�Z VAULT STA 27+47.05 (7.99 RT) 1-11.25' DI BEND (MJ) Fss�.....°•�� M 3 1-THRUST BLOCK \\ '10 EF FF=153.3 PAD=151.3 1" DOMESTIC/RE COMBO FF=153.7 � WATER METER REQ'D FOR PAD=151.7 NFPA 13D SPRINKLER SYSTEMS 100 F 8" DI FF=1",0 O a I (1 ), UNLESS OTHERWISE NOTED FF=153.7 PAD=152.000 PAD=151.7 11 r1 0 _ L) FF=153.4 12 N - J e 110 LF 8" DI w \ �g 09 ( a d PAD=151.4 - ,� - J F Co Gi N E T 56.5t I ,- 9 14 13 - 0. ro 3 ,ri I ROER25 IF oNo \ STA 25+74.18 (5.67 RTT) 18 F 8" DI FF=153.4 15 -t6A / • ��' SEWER z 1-45' DI BEND (MJ) I FF=153.4 PAD=151.4E- - EASEMENT 1-THRUST BLOCK FF=153.4 PAD=151.4 �� ' °� W w \ I PAD=151.4 16 \GRPDE�1� I >O F- s ° aw x � W > STA 25+53.14 (3.60 RTT) Q c w 1-45' DI BEND (MJ) N u� 1-THRUST BLOCK �`''�_ - '8 \� , c\�-' 1, zs 4 II FF=158.3 1 GRT� 155.5 FF=158.3 PAD=156.3 ti 102 LF 8" DI ( 1 22 FF=156.3 PAD=156.3 I N PROP 15' 21 PAD=156.3 STA 22+29.61 ' WA 1 FF=157.6 _ ' 8 1 (5.02 LTT) w Z SEMENT I \ 20 PAD=155.6 0 ' 1-FIRE HYDRANT ASSEMBLY J \ 19 FF=157.6 1-6" GATE VALVE 0 a STA 24+48.96 (4.34 RT) \\ PAD=155.6 aq �',. s h 1-4" STORZ ADAPTER W 0L I FF=157.2 chi y _ 1-THRUST BLOCK , Lu ' 1-45' DI BEND (MJ) \ FF=157.2 PAD=155.2 167 LF _ W - y \ 1-THRUST BLOCK I PAD=155.2 �� i" Q \ \ 23+00 S 19 LF 8" DI m w w STA 22+46.34 Q W 1�45'69 LDI BEND (MJ) _ 00 Gq I _ \\\ 24+00 s5 -� Q STA 22M67.34 1-THRUST BLOCK N 2 48 O \ �j6 E 4 (6.09 LT) 220.10 A 2 + LT) VERIFY SCALE AA / 1-22.5' DI BEND (MJ) BAR is ONE INCH ON oRiciNu oFwwiNc. (I o- ., � i 1-THRUST BLOCK IF NOT ONE INCH ON THIS SHEET, fF 0 10 20 40 SSMH #5 ZN`r j HORIZ. Scale In Feet ADJUST SCALES AccoRoiNccv. STA 24+10.90 / SCALE: DATE: A / I AS SHOWN 9/26/22 (5.55 LT) DESIGNED BY: CHECKED BY: KOS ACR/KAG PACE PROJECT NO. 21586 a s 1ST45'gDI BEND RT) ^J.O - � � CALL BEFORE F 1-THRUST BLOCK ��=X YOUp DIGN811� REV1122-001 SHEEP