2721 WETMORE AVE 2019 MARQUEE APARTMENTS Plans 2022-12-02 (3)

e I ! ! ! ! ! 1 ! I ! I 1 ( ! I 1 ! ! ! (n ! � t ! I rri in ! ! ! a ! ! ! o� I 1 _ ! ~ i I IE=122.47 &I E" NO6 P i 6L.F 8„SD 01.83% G1. 41 LF 8" !SD 00.56% I o C 1,TYP1 q:5000.9 , E:50 .39 GE:1 2 5,30 1 22.7 D (N) ML wl P 1 � � � ! ! � O i ! ! ! I t" ! e ! ! ! � I P � P I ! ! I a ! P I z! I p i I a In o ' o 00 Ln ... (D ! ! I a a) n � N i I P I C ! ! E ! ! ! ! cc 0 Q ® r-2 I 4 ! ! i Er N LO 00 0 ! I i Ry cn ` Lu ' I I fkn O / a ! ! i aNi 1 s E N D LL E rn II r i I O � -0-� � I 11 II cy + O O 05 a ®- I N89 59'23"W 120.01' (c) 120.00' (P) I I I —>------------ ------------®_— -- 0 oIII �II -_ - SCALEff--H y III 10 0 10 20 CB#2, PE 1 E:504 III FEETN:5038.24, GE: 124.72I(S TRENCH DRAN CONSTRUCTION NOTES: IE:122.58 (NW) ' I i 2 ' I 8" DURASLOT 1b TRENCH DRAIN PER DETAIL SHEET C5.0 I 'I ! Li hll 0 I � IER I a :....... CONNECT TO EXISTING DRAINAGE STRUCTURE. + INSTALL CATCH BASIN TYPE 1 PER CITY OF EVERETT + tl+ r I I I I I STANDARD DWG NO 402. r r I I I I O INSTALL FLOATABLE MATERIAL SEPARATOR & GAS TRAP + I 10 0 0 s I --------------- PER CITY OF EVERETT STANDARD DETAIL 413. I I o-U�� + P � I I I I I DRAINAGE NOTES: III I ® a 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, P + s e i a'r ® I I I I I I r, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. r i i III 0 I II '� � 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF ( I I = oz ® I ; ;5� EVERETT DESIGN AND CONSTRUCTION STANDARDS AND 0 SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL P + a I = CONSTRUCTION (CURRENT EDITION). I "'I I 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN I I OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR — — — — — — — — — — — — — — — CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR I I ® VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY _ T ° I I ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING cn f UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY + i ENGINEER PRIOR TO COMMENCEMENT OF RELATED °D �+ I ° I CONSTRUCTION ON THE PROJECT. + P I 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT—OF—WAY OR I ° IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. P , iQ 0 I 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED + i 0 DUMP NO WASTE, DRAINS TO RIVER. ------------- SANITARY SEWER NOTES: A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF I I EVERETT STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. r % I B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, ° ® r CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN N OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR r CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY + + ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING 0 UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES ! > IREQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ' — COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT—OF—WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. ! 0`, i GENERAL NOTES: INSTALL 12" ! r 0 1. LOCATIONS SHOWN OF EXISTING UTILITIES AND IMPROVEMENTS ARE ! ' BACKWATER VALVE '! ® CONNECT TO' � I `� PER C.O.E. APPROXIMATE ONLY, AND IT SHALL BE THE RESPONSIBILITY OF THE ! ! BUILDING PLUMBING I I �, STANDARD DWG 622. CONTRACTOR TO VERIFY THE EXACT LOCATIONS OF ALL UTILITIES AND SEE MECHANICAL 12" SS 0 S=2.0% ,� Illj IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE. PLANS FOR 1 ,I ! CONTINUATION I ,� CONNECT 54" MANHOLE 2. ALL WORK AND MATERIALS MUST BE IN ACCORDANCE WITH THE LATEST ' °! ,' TO 15" CONCRETE SS REVISION, INCLUDING ADDENDA AND UPDATES, OF THE CITY OF EVERETT It , STANDARD PLANS. 1' �' PER CITY OF EVERETT SS ° STANDARD DWG NO. 613_ — — — — — 3. THE CONTRACTOR SHALL KEEP TWO SETS OF PLANS ONSITE AT ALL TIMES FOR RECORDING "AS —GUILTS" INFORMATION. ONE SET SHALL BE SUBMITTED TO CITY OF EVERETT AT COMPLETION OF CONSTRUCTION. 4. ALL DUCTILE IRON PIPE SHALL BE CLASS 52. 0 ' 14LF 8" PVC PIPE 01.0% 5. ALL NORTHINGS & EASTINGS TO CATCH BASINS ARE TO THE CENTER OF GRATE, UNLESS OTHERWISE NOTED. 3It ° I / N 1 OHT -- ® ' - 12LF 8" PVC PIPE 01.0% LEGEND: D /q oN Zf ! TL I--------------- ® CB TYPE 1 nr89 59'35.. w 120.00' (c)(P) _"_- i '. /'' CONNECT ROOF DRAIN ----------- fl�,P y DOWN SPOUT TO 8 PVC .--'f ° CLEANOUT SD STORM DRAIN SS SANITARY SEWER ti r ! 0 SANITARY SEWER MANHOLE it — — OHT — 4-p OHT - — — — OHT — .� ®.e — OHT — — - OHT — — OHT ®— i ® — — — — — — — — — — — — — 0�tr � NAVD88 1 Know. what's below. Call before you dig. PERTEET 2707 COLBY AVENUE, SUITE 900 EVERETT, WA 98201 425.252.7700 1800.615.9900 REVIEWEDCITY OF EVERETT FOR PERMIT 1 b DRAINAGE REVISED 11 /7/19 NO. DESCRIPTION DATE REVISIONS PROJECT NO: 20180241 DATE: 02/2019 DRAWN BY: MC APPROVAL: MRM Marquee Apartments 2721 Wetmore Ave Everett, WA Drainage and Sanitary Sewer Plan DESIGN DEVELOPMENT PHASE SHEET NO: C3.0