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NOTES SEE SHEET 604 PROPERTY UNE SEE SHEET 604 NOTES It OR RIGHT-OF-WAV q- 1. PVC SIDESEWER CONNECTIONS TO PVC NEW 1. PERMEABLE PAVEMENT WITHIN CITY RIGHT-OF-WAY GRADE ELEVATION TYP GRADE ELEVATION MAINS SHALL BE FACTORY TEES. REQUIRES APPROVAL BY THE CITY ENGINEER WHEN PLACED BENEATH A TRAVELED WAV.THESE GUIDELINES PROVIDE A 6'PVC ASTM 2. TYPE A&B SHALL BE USED ONLY WHEN DEPTH ERM MINIMUM PERMEABLE FOR THE STRUCTURAL CAPACITY D3034 2 AP ROVEAINDEP ENGINEER. TYPE THE PERMEABLE PAVEMENT.THE STRUCTURAL CAPACITY OF APPROVED _� APPROVED BY THE ENGINEER.TYPE D SHALL INSTALL SDR350R PAVEMENT SECTIONS WHEN SUBJECT TO VEHICULAR LOADSI NOT COUPLING AW WA C900 APPROVED COUPLING BE USED WHEN EXISTING SIDE SEWER IS DEPENDS ON SEVERAL FACTORS AND MUST BE DESIGNED BYG SHALLOW(LESS THAN 6'DEPTH AT PROPERTY A LICENSED PROFESSIONAL ENGINEER. UNE) 2. LONGITUDINAL SLOPE,0TO 5%MAX.FOR PERMEABLE2%MIN.SLOPE 1N 3. CONNECTIONSTO EXISTING CONCRETE ASPHALT,8%MAX.FOR PERMEABLE CONCRETE. "DEEP SOCKETEXISTING 1�pE EXISTING SIDE SEWER SEWERMAINSSHALL BE MADE PER AT EACH END SIDE SEWER STANDARD DRAWINGS 612&613 OR BY 3. USE CHECK DAM OR OTHER MEMODSTO MAXIMIZE VERTICAL PIPE6-PVC ASTM D3034. APPROVED MANUFACTURED CONCRETE TEE. PONDING IN THE SUBSURFACE FOR LONGITUDINAL SLOPES 'GPK PRODUCSDR35 OR AWWA 0900PVC SEWER MAINPERMEABLE ASPHALT(4"MIN)OR CONCRETE EXCEEDING 2%.SEE STANDARD DRAWING 431. (SEE CONNECTION 4. SEE STANDARD DRAWING 604.WHERE RING (6"MIN)WEARING COURSE(SEE NOTES 1AND 6) NOTES 33) AND COVER INSTALLATIONS ARE SHOW N FOR 4. LEVELING COURSE MATERIALS:1.5"TO U.S.NO.8 3SMIN PAVED AND UNPAVED AREAS,FIELD LEVELING COURSE,OPTIONAL UNIFORMLY GRADED,CRUSHED(ANGULAR),THOROUGHLY4SMAX CONDITIONS WILL DICTATE WHICH (SEE NOTE 4) WASHED STONE. SANDBAG FILLED WITH 60LBS INSTALLATION IS APPROPRIATE. PVC SEWER MMINIMUM DRV MIX CONCRETE RESERVOIR COURSE-6"MIN PERMEABLE 5. GEOTEXTILE SHALL BE PROVIDED BETWEEN RUNOFF (SEE CONNECT12"X12"OP CONCRETE BLOCK.CONCRETE SHALL BE (OR CONCRETE BLOCK,SAME AS 5. CONNECTIONS TO E%ISTING HDPE SEWER BALLAST PER WSDOT/APW ASTANDARD TREATMENT LAVER OR NATIVE SOIL AND PERMEABLE NOTES2&3) COMMERCIAL CONCRETE MIX AS CALLED OUT IN TYPE-A") MAINS SH ALL BE MADE PER STANDARD �Oht?i, SPECIFICATIONS 403.9(2) BALLAST WHEN RECOMMENDED BY GEOTECHNICAL WSDOT STD SPECS OR SANDBAG FILLED WITH 60LB5 DRAWING 612 OR SIDE-WALL FUSION. m PROFESSIONAL OR PAVEMENT DESIGNER.GEOTEXTILE SHALL MIN OF DRVMI%CONCRETE. - - NON-WOVEN GEOTEXTILE(IF REQUIRED) BE PROVIDED WHEN FINES IN NATIVE SUBGRADE EXCEED 7% _ _ -(SEE NOTE S) ON HE#200 SIEVE.GEOTEMILE SHALL BE PLACED BETWEEN TYPE�rArr TYPE��Cr --' --- --- PERMEABLE BALLAST AND TREATMENT LAVER IFA TREATMENT LAVER IS USED.GEOTEXTILE SHALL BE GEOTEXTILE FOR SEPARATION PER WSDOT/APWA STANDARD SPECIFICATION 9-33.2,NON WOVEN,TABLE 3. RUNOFF TREATMENT LAYER(IF REQUIRED) 6. PERMEABLE CONCRETE MUST BE INSTALLED BY A CERTIFIED SEE SHEET 604 R SEE SHEET 604 R (SEE NOTE 7) PERMEABLECONCRETE INSTALLER.PERMEABLE ASPHALT MU BE INSTALLED BY AN EXPERIENCED PERMEABLE GRADE ELEVATION GRADE ELEVATION 1"\ NATIVE SUBGRADE(SEE NOTE 8) ASPHALT INSTALLER. 7. RUNOFF TREATMENT LAVER SHALL BE REQUIRED FOR SHALLOW SIDE SEWER PAVEMENT WHICH IS SUBJECT TO VEHICULAR TRAFFIC OR OTHER POLLUTANTS WHERE NATIVE SOILS DO NOT MEET INSTALL CAP E E%I STING SIDE SEWER THE REQUIREMENTS FOR TREATMENT.SEE THE NOT PLUG - 4'OR 6" STORMWATER MANAGEMENT MANUAL. 6"PVC ASTM 03034, APPROVED SDR350RA�� APPROVED COUPLING Figure V-4.7:Perforated Stub-Out Connection 8. SUBGRADE SHALL BE COMPACTEDTO A FIRM AND UN- COUPLING - 9 YIELDING CONDITION IN ACCORDANCE WITH THE PROJECT EXISTING 6'k6"OR 6"X4"SAN PAVEMENT DESIGN.DO NOT OVER COMPACT SUBGRADE. PVC SEWER MAIN SIDE SEWER / TEE/WYE HEAVYTRUCK AND CONSTRUCTION EQUIPMENT SHALL BE (SEE CONNECTION PROHIBITED FROM DRIVING ON THE SUBGRADE THROUGH (SEECO NOTES 2 OUTCONSTRUCTION. ) 45°MAX&3 2%MIN.SLOPE 35'MIN FUTURE DEEPER Om fillO PVC ASTM 03034,SDR35 SIDE SEWER 35'MIN OR AW WA C900 CITY OF EVERETT 45'MAX CITY OF EVERETT SANDBAG FILLED WITH 601B5 MINIMUM PUBLIC WORKS DEPARTMENT DRY MIX CONCRETE PUBLIC WORKS DEPARTMENT 8• =�qc' ^*� ,3 Ruer,ebric .,.' -,.,,,.„. (OR CONCRETE BLOCK,SAME AS TYPE W.) 01,01!2019SANDBAG FILLED WITH 60lB5 MINIMUM ,.,."""" °" '"' 12/30/2016 TYPICAL SIDE SEWER --- ,6'mm.� PERMEABLE ASPHALT OR 430 TYPE rB" Ion OINCONC BETE TYPE SAME AS TYPE"A') TYPE"D" CONNECTIONS 602 1 5.%•-dm k CONCRETE PAVEMENT SECTION NOTES TYPE ABC&D 6"GASKETED NOTES 2<mn ISPO J 1. CONNECTION TO SEWER MAIN PER SEC.70F 6"GASKETED l ( ).RON BOLTED RING MECHANICAL IGOT CAP R 1. CLEAN-OUT PIPE AND FITTINGS SHALL BE PVC, TYPE CAST &2SEE NOTE S STANDARD SPECIFICATIONS AND SPECIAL SPIGOT CAP PLUG TYPE I&2 ASTM D3034,SDR 35 OR AWWA C900. PROVISIONS AND STANDARD DRAWING 602. OR MECHANICAL 2. ASANITARY TEE MAYBE INSTALLED IN LIEU OF A Trench X-Section 2. INSTALL 6"MINIMUM PIPE SIZE IN RIGHT OF PLUG 3 30.E WYEASSHOWN.STRAIGHT TEES ARE NOT WAV. TYPE 1&2 n� LANDSCAPED OR ACCEPTABLE. 5'MAXIMUM IF PROPERTY UNE UNPAVED SURFACE GREATER THAN 5' OR RIGHT-OF-WAY 3. INSTALL 6"CLEAN OUT PER STANDARD. 3. PROPERTY LI WILL BEEVENTDA DAMAGE TO INSTAL OUT AT DRAWING TYP CLEAN OUT REQUIRED CLEAN OUTAT DRAWING 604. - CLEAN-OUTNETMINI INTDAMICTSW elow� ATALLANGLE POINTS BUILDING CONNECTION. PAVED SURFACE CLEAN-OUT AND MINIMIZE BUILDING WITH OTHER OVER 45° 4. PRIVATE SIDE SEWER SINGLE UTILITIES WHEN SERVICE TO BUILDING IS 4"MINIMUM FOR SINGLE FAMILY INSTALLED. ro road 6"MINIMUM FOR ALL OTHER USES. �'aremeP•wemm 4. TYPE 3TEMPORARY INSTALLATIONS(NEW GENERAL NOTES corlcRETE coLUR DEVELOPMENT)SHALL HAVE A PRESSURE TREATED 7:- RCONC)TYP. SEE NOTES 2"X4"STUB MARKER THAT EMENDS DOWN TOA 2'x10 1. SEE SECTION 7 OF STANDARD (COMMERCIAL IS MIN OF 24"BELOW GROUND.A MIN OF 36"SHALL rove)bench EXTEND ABOVE GROUND.STUB MARKER SHALL BE w/pe4 pipe SUSPECIFICATIONSCON FOR ROADS;BRIDGE AND 30"SQTYP. PAINTED WITH WHITE TRAFFIC PAINT.THE WORD MUNICIPAL CONSTRUCTION WSDOT/APWA SEE STANDARD 12"CIA PVC SLEEVE "SEWER"AND THE DEPTH IN FEET FROM GROUND AND CITY SPECIAL PROVISIONS SECTION BUILDING 7-18 FOR DETAILS AND REQUIREMENTS ON DRAWING Be2 TYP.TYPE SEE STANDARD SURFACE TO SEWER STUB PIPE INVERT SHALL BE LATERALS. DRAWING 602 PAINTED ON THE MARKER WITH 3"HIGH BLACK SEAL ANNULAR SPACE PAINTED LETTERS. Plan View of Roof $ 2. ALL CLEAN OUT'S ON PRIVATE PROPERTY WITH FIBER JOINT ARE TO BE ADJUSTED TO GRADE IF IN PAVED TYPE PACKING OR URETHANE TYPE 5. CAST IRON BOLTED RING AND COVER SHALL BE NOT To SCALE FOAM TYP.TYPE 1&2 EAST JORDAN IRON WORKS NO.3660CPT OR AREAS PER STANDARD DRAWING 604. PAVED AREAS UNPAVED AREAS 3 PERMANENT INSTALLATIONS EQUAL. IJJW� 3. CLEAN OUT'S ARE TO BE CONSTRUCTED WITH OUT'YES SANITARY NST'S(SWEEPS). 6. RING AND COVER INSTALLATION IS SHOWN FOR Perforated Stub-Out Connection NSTALL PAVED AND UNPAVED AREAS,FIELD CONDITIONS Juno TYPICAL STRAIGHT T'S ARE NOT PERMITTED. STUB MARKER(NOTE O) 4 SS BOLTS WILL DICTATE WHICH INSTALLATION IS R-i-I 2016 CLEANOUT APPROPRIATE. ATBLDG. 4. ALLOWABLE MINIMUMTO1DDESA/FT)MAXIMU) 127/8"MIN ECOLOGY ALTERNATES- CONNECTION MINIMUM TO 100%(FT/FT)MA%IMUM. el I 'I Fleece see nttp/nwrvi.ecy wa.govkapynpntnbN,orwpyrieM ndice inolu4lnS Permieebnn, 7. RING AND COVER WITH CONCRETE COLLAR MAY BE stem of weebin4lon li-ionmliaWir end dixmlmer. q D PLACED AT GROUND SURFACE IN UNPAVED AREAS S. SEWER MUST,CHANGSTRAIGES IN LINE R ❑ IF DESIRED. ANGLE POINTS,CHANGES IN LINE OR ❑ ❑ 3 GRADE SHALL BE MADE WITH APPROVED t1lU1�9tlD4Y1#1 ❑❑❑❑ 10 FITTINGS. ❑❑❑ MIN PROPERTY 2019StormwaterManagement Manua/tor Westem Washington LINE 6. NORM ALLY ONLY ONE(1)CONNECTION TO 18"MIN 2 THE SEWER MAIN PER BLDG.IS ALLOWED. Volume V-Chapter 4-Page 721 TWO(2)DIFFERENT LAYOUTS ARE SHOWN 6"GASKETED CAP 10' 1 FOR ILLUSTRATIVE PURPOSES ONLY] (NOTE 4) SEWER MAIN PLAN SECTION 12"CAST IRON BOLTED RING AND COVER (SEE NOTE S) CITY OF EVERETT SEIL602 CITY OF EVERETT PUBLIC WORKS DEPARTMENT DETAIL 602 TYPE 3 PUBLIC WORKS DEPARTMENT Pe :w "eEu z iz/s`o/zo16 UNPAVED AREA03/30`/2017 TYPICAL SIDE SEWER LAYOUTS 601 TEMPORARY INSTALLATION FOR NEW DEVELOPMENT MmµTYPEV1,,2,3&12ER ACASTIRON 604 RING&COVER SEE C1 FOR GENERAL NOTES AND CONSTRUCTION SEQUENCE SEE C2 FOR TESL/DEMO CSWPPP SEE C4 FOR UTILITY SITE PLAN SIX GIII 12 Pact - JACOB Revisions: N Site Address:3718 Hoyt Ave Co15 2 Jurisdiction:Everett h Parcel No.:29053000401400 Interlaken Engineering and Design, PLLC 9 55]83 �4 Applicant: Six Gill LLC Seattle,WA 1 (206)470-9572 o��S/�NALUtility Details Permit No.: Interlaken Project No.:SEA-21-146 www.interlakenengineering.com Scale:1" = 101