3322 BROADWAY 2022 COMPASS HEALTH Plans 2025-09-26

.6 Q SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. W Z co U) N N O N 4! O I1 0 NOTES NOTES N C.N 18' 18" 1. CONCRETE SHALL BE CUSS 3000. 1. STAINLESS STEEL TAPPING SLEEVES SHALL HAVE FULL CIRCLE SEAL >Q N 1 2. INSTALL 2/2"x4"EXPANSION STRIP AROUND HYDRANT. W 2. ALLTEES AND VALVES TO BE WATE0.TESTED N N 3. GUARD POSTS SHALL BE 6'LONG,9"IN DIAMETER BEFORETAP. C y PRECAST CONCRETE OR S LONG,6'DIAM SCH 40, Ty *2"CRUSHED CONCRETE FILLED CLASS 52 STEEL PIPE.PAINTED WITH 3. SIZE ON SIZE TAPS ALLOWED ONLY WITHMJ TWOCOATS OF KELLY-MOORE LUXl1TE O,D.ALKYD TAPPINGTEES.ALLOTHERTAPSSHALL BEAT GLOSS ENAMEL M61OD-516 CAT YELLOW OR CITY LEAST2"SMALLER THAN THE IXISNNG MAIN. APPROVED EQUAL.,, 4. BRAN CH LINE SHALL BE RESTRAINED AS IFA 1+ 4. TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF DEAD-END PER SECTION 5-13.W e PUMPER PORT. 5. VALVEMARKER POST SHALL BE 42"PORTABLL TMFFIC A o o •FACING DELINEATOR POST W/TWO REFLECTOR STRIPS.THEY PCOURSE SHALLBEFURNISHED NEW AND UNUSED AND BURIED 24"DEEP,TO LEAVE 18'EXPOSED AS A MARKER POST ELEVATION PLAN THE LETTER'V"AND THE DISTANCE TO THE VALVE 38 NORTHWEST DAVIS,SUITE 300 SHALL BE STENCILED ON THE POST WITH 2'HIGH PLAN PLAN PORTLA OR 97209 NUMERALS,WITH BACK ENAMEL PAINT. 503.245.710100 FIRE HYDRANT CONCRETE PAD 6. VALVE MARKER POSTS SHALL BEINSTAL LED FOR ALL VALVES LOCATED IN UNIMPROVED OR UNPAVED (SEE NOTES 1 AND 21 AREAS.VALVE MARKER POSTS SHALL BE SET AS 1505 STH AVE,SUITE 300 DIRECTED BY THE PUBLIC WORKS INSPECTOR IN ASAFE SEATTLE,WA 98101 AND REASONABLY CONSPICUOUS LOCATION. 206.576.1600 7. VALVE MARKER POSTS ARE NOT REQUIRED FOR O O O 1014 HOWARD STREET GUARD POST CONC HYDRANT PAD AUXILIARY HYDRANT VALVES. 4 OO 0 SAN FRANCISCO,CA 94103 O 0 O 415.252.7063 )MRWAN 0 ANKROM MOISAN ARCHITECTS,INC. 3 I 0 (�R ELEVATION ELEVATION INSTALLED ON ASBESTOS CEMENT PIPE, INSTALLED ON ASBESTOS CEMENT PIPE CAST IRON PIPE AND DUCTILE IRON PIPE. CAST IRON PIPE AND DUCTILE IRON PIPE. ELEVATION u GUARD POST CAST IRON MECHANICAL JOINT STAINLESS STEEL VASS4-CITY OF EVERETT TAPPING TEE TAPPING SLEEVE CITY OF EVERETTCeHeialffi FIRE HYDRANT GUARD POSTS VALVE MARKER POST PUBLIC WORKS DEPARTMEKT PUBLIC WORKS DEPARTMENT T (SEE NOTES 3 AND 4) '"� ^�"'� ^WrT x="' _- 17R3072016 ggggT 'T�- Inn- --ax�x.. °' 1`�i. 2ols (SEE NOTES 5,6 AND 7) FIRE HYDRANT 1 CONC.PAD,GUARD PO5T5& 508TAPPING TEES 514 I' VALVE MARKER I fi"GASKEE1 NOTES NOTES L(JT U S CAST IRON BOLTED RING&COVER SPIGOT CAP OR 6"GASKETED MECHANICAL 1. CLEAN UT PIPE AND FITTINGS SHALL BE PVC, 1. MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WTITI AASHTO M-199(ASTM C478) SPIGOT CAP TYPE 1&2(SEE NOTE 5). PLUG TYPE 1&2 ASTM D3034,SDR 35 OR AW WA C900. z UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN STANDARD SPECIFICATIONS. OR i F MECHANICAL J_ 2. ASANITARYTEE MAYBE INSTALLED IN LIEU OFA I.= MANHOLE FRAME AND COVER 2. ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE CUSS 4000.NON-REINFORCED PLUG 3 WYEASSHOWN.STMIGMUESARENOT PER STANDARD DRAWING 610 OR 612. CONCRETE IN CHANNEL AND SHELF SHALL BE 7 SACK MIX SAND AND CEMENT GROUT.ALL development partners 2 30'SQ PRECAST CONCRETE SHALL BE CLASS 4". TYPEI&2 LANDSCAPED OR ACCEPTABLE. - GRCUTAR ADJUSTMENT SERION TYPICAL PROPERTYRG -OFA UNPAVED SURFACE / OR RIGHT-0E-WAY 3. HAVE AVA WALLSSHALLBE FURNISHED WITH CUTOUTS FOR KNOCKOUTS.KNOCKOUTS SHALL TYP �z �� 3. SEWER STUB WILL BE EXTENDED IO'BEYOND f HAVEA WALLTHICKNESS OR 2"MINIMUM. . 1 PROPERTY LINE TO PREVENT DAMAGE TO STEPS IN MIA ENTRY AREA SHOULD EXTEND -0 PAVEDSURFACE CLEANUTAND MINIMIZE CONFLICTS WITH OTHER 4. ALL BASE REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,ODO PSI UTILITIES WHEN SERVICE TO BUILDING IS ONLY 3'MAX FROM WALL(USED AS AND BE PLACED IN THE UPPER HALF OF THE BASE WITH I"MINIMUM CLEARANCE. INSTALLED. HANDHOLDS NOT STEPS)SEE STD 609. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS MANHOLE 4. TYPE 3 TEMPORARY INSTALLATIONS(NEW ECCENTRIC CONE SECTION WALLTHICKNE55. DEVELOPMENT)SHALL HAVE A PRESSURE TREATED 6. MANHOLE DIA.DEPENDS ON:SIZE,LOCATION AND NUMBER OF PENETRATIONS FOR PIPES. CONCRETE COLLAR SEE NOTES 2"X4"SNBMARKER THAT EXTENDS DOWN TO A RUBBER GASKET ATJOINTS TYPICAL MANHOLE DESIGN AND SIZE SHALL BE APPROVED AND WARRANTED BY THE MANHOLE (COMMERCIAL CONC)TYP. 6 AND 7 MIN OF 24"BELOW GROUND.A MIN OF 36"SHALL SUPPLIER. EXTEND ABOVE GROUND.STUB MARKER SHALL BE 30"54TYP. PAINTED WITH WHITE TRAFFIC PAINT.THE WORD T 7. FOR HEIGHTS OVER 25'MANHOLE BASE SLAB SHALL BE DESIGNED BY A STRUCTURAL SEE STANDARD 12"CIA PVC SLEEVE 'SEWER"AND THE DEPTH IN FEET FROM GROUND • ENGINEER. DRAWING 602 TYP.TYPE 1&2 SEE STANDARD SURFACE TO SEWER STUB PIPE INVERT SHALL BE 8. CONICRETE CHANNEL AND SHELF SHALL BE FIELD-FORMED EXCEPT WHERE APPROVED IN DRAWING 602 PAINTED ON THE MARKER WITH 3"HIGH BLACK ADVANCE BY CRY. SEAL ANNULAR SPACE PAINTED LETTERS. WITH FTYPE 1 PACKING BER JOINT TYPE 2 S. CAST IRON BOLTED RING AND COVER SHALL BE 48'P 5411111RI60I PACKING ER URETHANE PAVED AREAS FOAM TYP.TYPE I&2 UNPAVED AREAS EASTJORDAN IRONWORKS NO.3660CPTOR ff 3 PERMANENT INSTALLATIONS EQUAL m n PRECAST RISER SECTIONS 6. PRING AVED AND UN INSTALLATION LLD CONDITIONS STEPS PER NOTE:KNOCKOl1T5 SHALL HAVE WALL THICKNESS Of 2-MINIMUM T02.5"MAXIMUM. STUB MARKER(NOTE 4) PAVED AND UNPAVED AREAS,FIELD CONDITIONS STD 601A SS BOLTS WILL DICTATE WHICH INSTALLATION IS MANHOLE DIMENSIONS TABLE APPROPRIATE. 12 7/8'MIN 6•CLR TYPICAL 7. RING AND COVER WITH CONCRETE COLLAR MAY BE DIA WALL BASE MAXIMUM OUT DI MINIM M IN IN REINFORCING STEEL PLACED AT GROUND SURFACE IN UNPAVED AREAS THICKNESS THICKNESS °O°O IF DESIRED. DER PER TION SIZE KNOCKOUTS SEPARATE BASE INTEGRAL BASE 1UI •ltfit111111Ep1419K1 ❑ O 606 48' 4" 6" 36' 8" 0.23 0.15 D o° 1 M/2" SC' 43" 8' 42' 8' 0.19 0.19 241 f FIELD-FORMED CHANNEL AND SHELF 60" S. e" 48" 8' 0.25 0.25 18"MIN SLOPE b (SEE NOTE 8) 6"GASKETEDCAP 10, MORTAR REINFORCING STEEL TYPICAL (NOTE 4) PLAN SECTION RUM GRAVEL BACK ILL FOR PIPE 'M RING Q 12"CAST IRON BOLTED RING AND COVER - 12" ZONE BEDDING.COMPACT 9s% WATER STOP 00 tDU[ (SEE NOTE 5) 1 OF STD DENSITY. C -IIIZI 12' GRAVEL _ N SEE STD CITY OF EVERETT i BACIIFIufoR CITY OF EVERETT DETAIL 602 6' E_ BEDDINPIPEZOG LLI PUBLIC WORKS DEPARTMENT - BEDDING PUBLIC WORKS DEPARTMENT Q TYPE 3 1 SEPARATE BASE � INTEGRAL BASE UNPAVED AREA 0/30/2017 Di/a`o/2017 SEWER CLEAN-OUT CAST IN PLACE PRECAST WITH RISER SEPARATE BASE PRECAST = F TEMPORARY INSTALLATION FOR NEW DEVELOPMENT TYSEWERC 1z"cAsrIRDN 604 $ .x TYPE 1 MANHOLE 6O5 d W RING&COVER # 48"'S4"&fi0 Y ir U > 0 W 21/4"OD SQ } NOTES �� NOTES m Q 3/OU T MOUNTING CARRIAGE RRIAG IMUTCD Q 1. W=MAXIMUM WIDTH PIPES1"ORGREAES W=1.5 y MOUNPNARD RIAG ING 71 I 1. STANDARD NL STOP SIGNS R VEDO DIRECTED CTEDB W LESS IN DIA W=40'.FOR PIPES I6'ORGREATER W=I.SX MIN t�El DARD DRAWING 717 ABry � RRl-1 UNLESS OTHERWISE APPROVED OR DIRECTED BY Q Q = EXISTING 6 S 7 g 9 I.D.+28".PIPE MUST BE CENTERED IN TRENCH. SIGN MIN) CITY OF EVERETT TRAFFIC ENGINEER. �j Q PAVEMENT 2. ALTERNATESLOPINGTRENCHWALLTOMEETOI (� I 2. STREET NAME SIGNS SHALL BE INSTALLED AT TOP OF 0 0 y 6' REQUIRE MENTS(NO SLOPES STEEPER THAN I:I EXCEPT a I POST.SEE STANDARD DRAWING 715. Q m d 18��IN FOR ROCK). "a O I 3. ALL NEW SIGN INSTALLATIONS SHALL USE 2"SQUARE O N 3. SURABLE NATIVE MATERIAL OR IMPORTED GRAVEL n I TUBE POSTS. N O _ _ BORROW AS DIRECTED.COMPACT TO 90%MAXIMUM I m 1/8" m co U -III iI-III III III-III-�-III-III-I I ,-I 1 cn DENSITY. g I WALL 4. ANCHOR MUST NOT PROTRUDE MORE THAN J"ABOVETHICKNESS THE NUT. I4. FOUNDATION GRAVEL IF REQUIRED BY THE ENGINEER TOREPLACE UNSUITABLE MATERIAL SHALL BE FOUNDATION I I 7/16"DIA 5. ANCHORS PLATES SHALL ONLY BE USED WHERE SHOWN MATERIAL CLASS A,8 OR AS APPROVED BYTHE IN THE PLANS OR APPROVED BYTHE CITY ENGINEER. m$f I III II II //� ENGINEER. 3/r I 3/4"Dw I � STEEL BASE PLATE MUST BE PRIMED WITH REVISION DATE REASON FOR ISSUE PROVIDE UNIFORM SUPPORT UNDER PIPE COMPACTION I 6. LL S. IF DIRECTED BY THE ENGINEER THE TOP THREE TO FIVE - I OR APPROVED EQUIVALENT AND PAINTED WITH TWO 1 12/15/21 50%CD'$ FEET OF BACKFILL SHALL BE IMPORTED GRAVEL BORROW COATS OF ALUMINUM HOT DIPPED GALVANIZED OR BARREL. OR SUITABLE NATIVE MATERIAL COMPACTED TO 95% 11/8' POWDER COATED TO PREVENT RUSTING,ALL SURFACES. 2 7/12/22 GMP SET MAXIMUM DENSITY. 3 12/12/22 REVISE PER COMMENTS III HAND TAMP UNDER PIPE HAUNCHES FOR ALL 7. ALL NEW SIGNINSTALIATIONS SHALL USE 2'SQUARE 22 8 III-I BEDDING MATERIALS. 9' TUBE POSTS. 6. SEE CITY OF EVERETT STANDARD DWG 326 FOR ALL BACKFILL MATERIAL SHALL BE PLACED IN PAVEMENT PATCH DETAILS. III- LIFTSNOTTO EXCEED 12 INCHES BEFORE TYPICAL SIGN INSTALLATION HEIGHTS STEEL BASE PLATE SECTION 8. ALL SIGN INSTALLATIONS IN THE PUBLIC RIGHT-OF-WAY IIICOMPACTION UNLESS AUTHORIZED BY THE 7. VERTICALTRENCH WALLS WTIH SHORING TO CONFORM SHALL COMPLY WITH MANUAL ON UNIFORM TRAFFIC ENGINEER DUE TO THE CHARACTER OF THE TO O.S.H.A.REGULATIONS. CONTROL DEVICES REQUIREMENTS IN EFFECTON THE 7 I MATERIAL AND THE COMPACTING EQUIPMENT. DATE OF INSTALLATION. III- 8. SUBGRADE OR GROUND SURFACE IN NON-PAVED AREAS. UPPER LIMIT OF COMPACT BEDDING MATERIAL TO 9D% 5/16"CORNER 9. IXCAVATEDNATIVEMATERIALOR$TOCKPILLDBACKFILL 0 ALUMINUMJUMBOHAMMER ALUMINUM JUMBO W Hq PIPE ZONE MAXIMUM DENSITY EXCEPT DIRECTLYOVER 0 BOLT FOR 2" HAMMER RIVET WITH I"DIA. \� PIPE,HAND TAMP ONLY.MECHANICAL MATERIAL 0 RIVET WTIN I"DIA HEAD WITH PERFORATED SQUARE TUBE 3 HEAD WITH NO WASHE0. F+ NTBEGINCOMPACTION UNTIL BACK DEPTH OF COMPACTED SHALL e O NO WASHER O 30.FOR ALL TRENCHING TRANSVERSE TO THE ROADWAY R - NOT BEGIN UNTILTHE DEPTH OFCOMPACTED z 0 5/16" NON-SHRINKGROUT 0 z BACKFILL MATERIAL IS 2 FEET ABOVE THE TOP BACKFILL ABOVE THE PIPE ZONE SHALL BE CONTROLLED O ALUMINUM JUMBO HAMMER CORNER BOLT FOR 2" O MATERIALS � OF PIPE DENSITY FILL SEE SECTION 3-9.6&3-20.1 OF THESE O RIVET WITH I"DIA.HEAD WTIIi SEE NOTES STANDARDS. PERFORATED SQUARE TUBE NO WASHER PIPE BEDDING MATERIAL SHALL BE &HEAW HIXJAM NUT O 33745 CRUSHED SURFACING BASE COURSE EACH UFT SHALL BE MECHANICALLY CONFORMING TO SECTION 9-03.9(3) 14 O 11.FOR UTILITY CUTS SUCH AS GAS,TELEPHONE,POWER, COMPACTED TO THE REQUIRED DENSITY PRIOR y O "O. T TO PLACING SUBSEQUENT UFTS OF Try AND CAB LENLONGITUDINALTOTHEROADWAY, COMMERCIAL OFT HE STANDARD SPECIFICATIONS STAINLESS LEVELING FOR ROAD,BRIDGE AND MUNICIPAL -I MATERIAL BACKFILL SMALL BE CONTROLLEDDENSTIY FILL Ii ICI CONCRETE WASHERS AS REQUIRED SECTION 3-9.5 OF THESE STANDARDS. O CONSTRUCTION WSDOT/APWAo � - I LJ 1O COMPACTION TESTS SHALL BE AS REQUIRED BY ' SEE NOTES 1/2'DIAx3.3/4"MIN L� OVER EXCAVATION AND PLACEMENT THE CRY ENGINEER,BUT IN NO CASE LESS THAN "' _ u2"DIAx3-3/4MIN 0 STAINLESSSTEEL � OF FOUNDATION MATERIA4 IF III 2 TESTS EVERY 200 FEET OF TRENCH(ONE AT Orm STAINLESS STEEL O I WEDGE ANCHOR - REQUIREDSHALLBEFOUNDATION LOWER LIMIT SUBGRADEANDONEAT50%OFTRENCH I� WEDGE ANCHOR TYPICAL SLOPED SURFACE CITY OF EVERETT MATERIALCLASSA ORB -I OF PIPE ZONE DEPTH). iz0 I: O CONFORMING TO SECTION 9-03.17 -III Q1 5 0 ; ANCHOR PLATE INSTALLATION OFT HESTANDARDSPECIFICATONS -III ,W)SEE NOTED 4 IN WILLEE DENSITY AND DETERMINED USING MOISTURE CONTENT $ STANDARD DETAILS FOR ROAD,BRIDGE MUNICIPAL ` CONSTRUCTION WSDOT/APWA METHOD,ASTM 2922-71. EVERETT PUBLIC WORKS 'Luj 'Luj CITY OF EVERETT E LABORATORY MAXIMUM DRY DENSITY AND WASHINGTON DEPARTMENT g8 u•TYpKAI PUBLIC WORKS DEPARTMENT lx OPTIMUM MOISTURE CONTENT WILL BE "„„- ,„....,, „_.. ----- tl -,. p DETERMINED USING THE MODIFIED PROCTOR ""'"s °"V°- a"04N'W°"' "x 12/11/2019 1 TYPICAL SQUARE POST TYPICAL LEVEL SURFACE ""`"'' E91 0�/15/2017 CONSTRUCTION METHOD IN ACCORDANCE WITH ASTM D-1557. S TRAFFIC SIGN POST '" NmTYPICALTRENCH SECTION 614 11.1 INSTALLATION SECTION ANCHOR PLATE INSTALLATION INSTALLATION 716 IN PUBLIC RIGHT-OF-WAY DOCUMENTS j PROJECTt65-04_ 21-056 P:=ORKIPROJECTS\202D21-056 ANKROM COMPASS HEALTKCEOWG\SHEETEAC5.0 COE DETAILS.DWG 12/122022 uxaieuaxaowaszcmnisxr®mzz av xu<xaw snssoauas wc.