3800 RIVERFRONT BLVD 2025-07-23 - Laserfiche WebLink

SEC. 29, T. 29 N, R. 5 E, W.M. — -- 0 D D SEC. 32, T. 29 N, R. 5 E, W.M. D s 0 0 D e 6 0 D SSMH #B CENTER OFSTRUCTURE O �� N: 354916.6.8344 E 1307226.4947 5' LF 8" HDPE SSMH #C SSMH #D S S NE 355062.5719 137NTER OF CTURE EE 3551NTER 58.98714CTURE o Q a 4 ti S S- I S S S SSMH-S CENTER OF STRUCTURE _ll' BUILDING A N: 355255.4421 KEY MAP SEWER CONNECTION STUB S E: 1307291.9551 N NTS m IE=27.72 S N I SANITARY SEWER GENERAL NOTES: \S\ O 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT S 5' LF 8" HDPE Z STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS, UNLESS \ U OTHERWISE APPROVED BY THE ENGINEER. 3 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, I S CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, BUILDING A77 S W AND APPROVED BY THE CITY INSPECTOR. SEWER (n 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED CONNECTION S FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE '^ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS STUB I STUB 1 AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE + CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE AND THE CITY ENGINEER PRIOR TO COMMENCEMENT OF Q RELATED CONSTRUCTION ON THE PROJECT. SSMH #A CENTER OF STRUCTURE 4. SANITARY SEWER MANHOLES SHALL BE TYPE 1 MANHOLE PER CITY OF N: 354900.8817 W EVERETT STD. DWG. NO. 605 OR APPROVED EQUAL. E: 1307340.5948 Z 5. SANITARY SEWER PIPE SHALL BE HDPE PER WSDOT 2020 STANDARD J SPECIFICATIONS SECTION 9-05.23 UNLESS OTHERWISE APPROVED. -X- Xx EXISTING SEWER FROM _ RIVERFRONT BOULEVARD X X�x�X- U 6. GROUND ELEVATIONS FOR MANHOLES ARE BASED TE EXISTING GRADES. CONTRACT X-X FINAL STRUCTURE RIM ELEVATIONS ARE TO BE DETERMINED. MANHOLES �X- X X�X� INSTALLED ABI ABILITY TO INIHAVETHIS THEPHASE FINAL RIMTHE ELEVATION DEVELOPMENT ADJJUSTED BYSHALL}2'. THE N X�X 7. ALL SEWER MAINS SHALL BE INSTALLED WITH GREEN STRIPE ON PIPE X�x AND TRACING WIRE SHALL BE INSTALLED ABOVE THE PIPE BEDDING. E E �X\X SEWER MAIN PIPE MATERIALS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. x \x\ 8. SANITARY SEWER MANHOLE LIDS SHALL BE INSTALLED PER C.O.E. STD. x\ DWG. NO. 610. _ 18+00_ x\ '10(10 x�.. 9. FOR ADDITIONAL UTILITIES NOTES, SEE SHEET NTT. 3 vi 0 0 o EXISTING GRADE o FROM MASS do 40 GRADING 40 i n ---- CV ---- ---------- ---- ———— —————————— ---- M — - ------------------/------------------- ----- N 35 _ ---- GRA APPROXIMATE REFUSE 35 a / _-- ----_ Z E _ ------ 0 3 0 _ --- 101 LF 12" HDPE 1.0% 237 LF 2" HDPE ® 1.0% ___ ------ 97 LF 12 HDPE 1.0% W 30 W 147 LF 12" HDPE ® 1.0%-- BUILDING A SEWER /N 115 LF 12" HDPE @ 1.0% ---- -- CONNECTI N - - - BUILDING M3 $ TYPE 1 MH 4 SMH E TY E 1 MH 48' 25 A SEWER GE 7 + 25 3 - GE=37.81 IE=28.74, 1 (N) E=29.85, 12' (N) L0 IE=27.67, 12" (N) IE=28.64, 12" (S) E=29.75, 12' (S) jIE=27.57, 12" (S) 20 S MH B TYP 1 MH 48" zO W IE 26.10, 12" (N) Z SMH #A PE 1 MH 4 " IE 26.00, 12" (E) J IE-24.84, 12" (W) 15 EX IE=24.7 , 12" (E) Q 15 CONNECT EXISTI G FLEXIBLE CONNE TION STU FROM RIVERFRONT a 10 BO LEVARD CON RACT 10 n a 0+00 1 +00 2+00 3+00 4+00 SCALE 5+00 �� 20 0 20 40 �j WiN FEET 0 1 10/22/19 ADDENDUM #1 - SEWER LINE ADDITION AND SITE LAYOUT REVISION G�oF wnsyv4G' Drawing N. J�;_ Draws By Date SHELTER HOLDINGS, LLC 1 P E RT E E T m P. HOUGHTAL�N� B 15 19 SS 1 Deslgned By EVERETT RIVERFRONT DEVELOPMENT V.WEN 8 15 19 Sheet No. 2707 COLBY AVENUE,SUITE 900 s4968 `� Cheoked B o�RF o ADVANCED SITE WORK PERMIT o EVERETT,WA 98201 Know what's below. F`r,S/6q�TEE�G\� Approved By Project Number 22 28 No. Date Revision By Appr. 425.252.77001800.615.9900 Call before you dig °" C. DONNER e ,5 ,9 20180004.005 SANITARY SEWER PLAN & PROFILE of To tn�