6708 CADY RD 2025-03-31 - Laserfiche WebLink

m�� PORTION OF THE SW, SEC 6, TWN 28 N, RGE 5 E, W.M., CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON 6"GASKETED NOTES NOTES O SPIGOT CAP OR C y 6"GASKETED CAST IRON BOLTED RING&COVER MECHANICAL 1. CLEAN-OUT PIPE AND FDFNNGS SHALL BE PVC, 1. W=MAXIMUM WIDTH OF TRENCH.FOR PIPES 15"OR �z HI m SPIGOT CAP TYPE 1&2(SEE NOTE 5). � PLUG TYPE 1&2 ASTM D3034,SDR 35 OR AW WA C900. LESS IN DIA W-00".FOR PIPES 18"OR GREATER W=1.5 X n< OR EXISTING 9 I.D.+18".PIPE MUST BE CENTERED IN TRENCH. N Rl �y 6 5 �7) C a PAVEMENT MECHANICAL 2. A SANITARY TEE MAYBE INSTALLED IN LIEUOFA fV"O N PLUG 2 WYE AS SHOWN.STRAIGHT TEES ARE NOT 2. ALTERNATE SLOPING TRENCH WALL TO MEET O.S.H.A. PROPERTY LINE TYPE 1&2 ¢ 30"SQ LANDSCAPED OR ACCEPTABLE. 6 REQUIREMENTS NO SLOPES STEEPER THAN I:I EXCEPT W < UNPAVED SURFACE 18'MIN FOR ROCK). N ry OR RIGHT-OF-WAY t 1 I 3. SEWER STUB WILL BE EXTEN DED IO'BEYOND A y 3 TYP PROPERTY LINE TO PREVENT DAMAGE TOCL 3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL PAVED SURFACE CLEAN-OUT AND MINIMIZE CONFLICTS WITH OTHER _ BORROW AS DIRECTED.COMPACTTO 90%MAXIMUM A Z A UTILITIES WHEN SERVICE TO BUILDING IS -I I-I I- I DENSITY. LO z w INSTALLED. O g N -• f -III II-III_ III-III- 4. FOUNDATION GRAVEL IF REQUIRED BYTHE ENGINEERTO O.CD t 4. TYPE 3TEMPORARY INSTALLATIONS(NEW ¢f I-III III-III // 1 REPLACE UNSUITABLE MATERIAL.SHALL BE FOUNDATION (/7 z .. DEVELOPMENT)SHALL HAVE A PRESSURE TREATED MATERIAL CLASS A,B OR AS APPROVED BY TH E �i CONCRETE COLLAR SEE NOTES 2"X4"STUB MARKER THAT EXTENDS DOWNTOA m0 -III III_ // ENGINEER. c (COMMERCIAL CONIC)TYP. 6AND7 MIN OF 24"BELOW GROUND.A MIN OF 36"SHALL -ICI III- / 1 COMPACTION EMEND ABOVE GROUND.STUB MARKER SHALL BE 5. IF DIRECTED BYTHE ENGINEER THE TOP THREE TO FIVE PROVIDE UNIFORM SUPPORT UNDER PIPE 30"SQTVP. PAINTED WITH WHITE TRAFFIC PAINT.THE WORD oOj 2 1� .T BARREL. FEET OF BACKFILL SHALL BE IMPORTED GRAVEL BORROW SEE STANDARD 12"DIA PVC SLEEVE "SEWER"ANDTHE DEPTH IN FEET FROM GROUND O1 G N-- 2 OR SUITABLE NATIVE MATERIAL COMPACTED TO 95% DRAWING 602 TYP.TYPE 1&2 SEE STANDARD SURFACE TO SEWER STUB PIPE INVERT SHALL BE a2. 1 III HANDTAMP PIPE HAUNCHESFORALL MAXIMUM DENSITY. DRAWING 602 PAINTED ON THE MARKER WITH 3"HIGH BLACK f _ DING SEAL ANNULAR SPACE PAINTED LETTERS. B III- 6. SEE CITY OF EVERETT STANDARD DWG 326 FOR WITH FIBERJOINT III- ALL BACKFILL MATERIAL SHALL BE PLACED IN PAVEMENT PATCH DETAILS. TYPE PACKING OR URETHANE TYPE S. CAST IRON BOLTED RING AND COVER SHALL BE LIFTS NOT TO EXCEED 12 INCHES BEFORE PAVED AREAS FOAM TYP.TYPE 1&2 UNPAVED AREAS EAST JORDAN IRON WORKS NO.3660CPT OR III COMPACTION UNLESS AUTHORIZED BY THE 7. VERTICAL TRENCH WALLS WITH SHORING TO CONFORM PERMANENT INSTALLATIONS EQUAL. III' ENGINEER DUE TO THE CHARACTER OF THE TO O.S.H.A.REGULATIONS. 6. RINGAND COVER INSTALLATION IS SHOWN FOR 7 III- MATERIAL AND THE COMPACTING EQUIPMENT. 8. SUBGRADE OR GROUND SURFACE IN NON-PAVED AREAS. PAVED AND UNPAVED AREAS,FIELD CONDITIONS COMPACT BEDDING MATERIAL TO 90% STUB MARKER(NOTE 4( UPPER LIMIT OF a WILL DICTATE WHICH INSTALLATION IS EXCAVATED NATIVE MATERIAL OR STOCKPILED BACKFILL MAXIMUM DENSITY EXCEPT DIRECTLY OVER 9. SS BOLTS APPROPRIATE. PIPE ZONE MATERIAL. 127/8"MIN 3 PIPE,HAND TAMP ONLY.MECHANICAL e COMPACTION OF BACK FILL MATERIAL SHALL w 7. RING AND COVER WITH CONCRETE COLLAR MAY BE NOT BEGIN UNTIL THE DEPTH OF COM PACTED 10. FOR ALL TRENCHING TRANSVERSE TO THE ROADWAY z PLACED AT GROUND SURFACE IN UNPAVED AREAS N BACKFILL ABOVE THE PIPE ZONE SHALL BE CONTROLLED x ❑ BACKFILL MATERIAL IS 2 FEET ABOVE THE TOP ❑CI "a IF DESIRED. MATERIALS OF PIPE. DENSITY FILL.SEE SECTION 3-9.6&3-20.1 OF THESE 60 _ IllUlyAr LAVA VBy1DL11Yypyy ❑ ❑ STANDARDS. e ❑❑ ❑ 101/2" PIPE BEDDING MATERIAL SHALL BE ❑❑ ❑ MIN CRUSHED SURFACING BASE COURSE EACH LIFT SHALL BE MECHANICALLY C bo p 11. FOR UTILITY CUTS SUCH AS GAS,TELEPHONE,POWER, •� u c CONFORMING T05ECTION 9-03.9(3) I I O COMPACTED TO THE REQUIRED DENSITY PRIOR 18"MIN 3 OFTHESTANDARD SPECIFICATIONS TO PLACING SUBSEQUENT LIFTSOF BACKFILL AND CABLE TV LONGITUDINAL TO THE ROADWAY, y c c p BACKFILL SHALL BE CONTROLLED DENSITY FILL.SEE & FOR ROAD,BRIDGE AND MUNICIPAL MATERIAL. .� C LL _ SECTION 3-9.5 OF THESE STANDARDS. 7 C 6"GASKETED CAP 10, CONSTRUCTION WSDOT/APWA. -III - of av a COMPACTION TESTS SHALL BE AS REQUIRED BY (NOTE 4) PLAN SECTION OVER EXCAVATION AND PLACEMENT I- THE CITY ENGINEER,BUT IN NO CASE LESS THAN 4 OF FOUNDATION MATERIAL,IF LOWER LIMIT 2 TESTS EVERY 200 FEET OF TRENCH(ONE AT 5 8S 3 REQUIREDSHALLBEFOUNDATION SUBGRADE AND ONE AT 50%OF TRENCH S3 12"CAST IRON BOLTED RING AND COVER o MATERIALCLASSAORB _ OF PIPE ZONE DEPTH). a $ CONFORMING TO SECTION 9-03.17 oa u 9 LDM (SEE NOTE 5) OF THE STANDARD SPECIFICATIONS I 4 IN PLACE DENSITY AND MOISTURE CONTENT 3'.0 FOR ROAD,BRIDGE AND MUNICIPAL W(SEE NOTED WILL BE DETERMINED USING NUCLEAR SEE STD ` EVERETT PUBLIC WORKS $ CONSTRUCTION WSDOT/APWA. METHOD,ASTM 2922-71. - EVERETT L PUBLIC WORKS Q 3 DETAIL 602 DEPARTMENT ` DEPARTMENT TYPES WASHINGTON y LABORATORY MAXIMUM DRY DENSITY AND WAS y$ OPTIMUM MOISTURE CONTENT WILL BE UNPAVED AREA "M 03/30/2017 Bn DETEHIMINEDUSINGTHEMODIFIEDPROCTOR _ .. �M.." " � 12/11/2019 TEMPORARY INSTALLATION FOR NEW DEVELOPMENT SEWERCLEAN-OUT " METHOD IN ACCORDANCE WITH ASTMD-1557. °" i " TYPE 1 RING&COVERT IRON 604 E�r " TYPICAL TRENCH SECTION .614� J I Y NOTES C A 1. ALL TEST COCKS MUST HAVE BRASS PLUGS. �N/ w 2. TEST COCKS MUST FACE UP OR SIDEWAYS WHICH of I� EVER IS MORE ACCESSIBLE. Uj v 3. PROVIDE NON-SLIP SURFACE ON ACCESS HATCH Z IF VAULT IS LOCATED IN PEDESTRIAN WALKWAY. J Uj 3"MIN = J U) `> O FLOW 3"MIN J I = PARTS Q J Z C Q A. WA STATE APPROVED DOUBLE CHECK VALVE LL C ASSEMBLY. S. IN NON-TRAFFIC AREAS USE: Q PRECAST CONCRETE VAULT(UTILITY VAULT CO ILB` 2334AL OR APPROVED EQUAL)OR PLASTIC VALVE Q Z PLAN BOX(UTILITY VAULT CO 1324-12L OR APPROVED EQUAL) �I E C. IN TRAFFIC AREAS: A TRAFFIC LOADED BOX MUST BE USED AND pi B A xW LOCATION APPROVED BY THE THE CITY OF EVERETT PRIOR TO INSTALLATION. _ go Z Q g D. IF A DAYLIGHT DRAIN CANNOT BE PROVIDED THERE 1 "a MUST BE A 4"MIN LAYER OF FREE DRAINING LL ^�> GRAVEL ATTHE BOTTOM OF BOX. _ E. ANGLES MAY SE IN OR OUT OF BOX SO LONG AS SUFFICIENT ROOM IS ALLOWED AT EACH END FOR VALVE OPERATOR AND DC VA REPAIR OR E MAINTENANCE. O z 2 z_ s � c = FLOW P. _ n s EVERETT PUBLIC WORKS ��A� Bc1ST6F�� 4ryq r, / E _ WASHINGTON DEPARTMENT SSIONAL E� e ELEVATION l s DOUBLE CHECK VALVE a aozol oe NUMBER: c23-135 .iE 3 ° ASSEMBLY 1 520! �S DCVA FOR 2-1 2"&SMALLER SERVICE DRAWING NAME:C23135C-RD-DT DESIGNER: TPA DRAFTING BY: BJN DATE: 6-16-23 SCALE: AS NOTED UTILITYNOTE DISCLAIMER 17 JURISDICTION: EVERETT THE CONTRACTOR SHALL VERIFY THE TOPOGRAPHIC SURVEY WAS NOT PREFORMED. LDC, INC. (LAND LOCATION OF ALL EXISTING UTILITIES DEVELOPMENT CONSULTANTS INC.)ASSUMES NO LIABILITY AS TO THE DT 0"L PRIOR TO ANY CONSTRUCTION. ACCURACY AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND Call 2 Business Days Before You DigAGENCIES _ WITHIN A REA�ONABLELVED HALL TIMEBPRIORTO NOTIFIED IfLDEEN SHOULDT IS SHOWN BE BROUGHT IMMEDW f YN THE STO�HE ATTEN770N OF WHAT IS NOTED THE E 811 or 1-800-424-5555 THE START OF CONSTRUCTION. ENGINEER. Utilities Underground Location Center SHEET 4 OF 4