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REV 3 ENG APPROVED C5.00-3 -2020-05-12_BLD20190120 - HyundaiPORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. PL 3.98' E. OF PROP. COR. \ SEWER GENERAL NOTES 7' cHAInINK FENCE 1.4'S X 0.1'E F P OP.COR. i / / 4`1 1. CONTRACTOR TO VERIFY FIRE LINE SIZE WITH SPRINKLER DESIGNER. COORDINATE WITH CIVIL ENGINEER IF DESIGN \ REVISION IS REQUIRED. 5' CHAINLINK FENCE CR0 ES PL 9.05' S. of PROP. cam. \ I I z I EXISTING FIRE HYDRANT 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE EDMONDS STANDARD DETAILS, SECTION 6. ���6" FIR/ I I oC 7' cHAINu, (WITHIN 50' OF PROPOSED FDC) UTILITY LOCATES: 811 �' �36g PLAT 0 3' I I ����" ��,��� N89°06'13"W 325.83' 357.42 3. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR TO FIR E OF S�BD. -X-X - =� x '✓ - ��' ��J 1 COORDINATE WITH CITY INSPECTOR. 4" FIR � + � _>--� `�'-_ -X�- _ - � - - DOUBLE CHECK DETECTOR - W367 49 - 355� 5 - _ VALVE ASSEMBLY PER15 - °' FIR / �� � � � STD DETAIL WA-142A & 4. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE STREET CENTERLINES OF THE DEVELOPMENT, CENTER OF NOTE: HELD PLAT IN THIS I �'� 5`b� ,c` / �2� 355.26 WA-142B SHEET C5.10-3 CUL-DE-SACS, ALL SEWER LINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. SIR I 160 LF 6 DI CL52 �5 D. -�J AREA, OVERLAPS SUBL� LINE I 15 / (FIRE SERVICE) 355.04 5. HORIZONTAL CONTROL DATA SHALL BE NAD 83/ 91. VERTICAL CONTROL SHALL BE NAVD-88 DATUM. j$ 1-6" 45° BEND (MJ) SEE PROFILE ON 355.07 1-6" 22.5° BEND (MJ) " FIR s' cHAINUNKNCE W/ THRUST BLOCK SHEET C5.01-3 W/ THRUST BLOCK 6. AT THE CONCLUSION OF CONSTRUCTION, THE DEVELOPERS REGISTERED PROFESSIONAL SURVEYOR SHALL PREPARE EX CB TYPE 2 48" 354.97 A DRAWING BASED ON THE SURVEYED LOCATION OF ALL AT -GRADE APPURTENANCES INSTALLED, INCLUDING BUT 6" FIR I I VOCATIONS OT LIMITED INCTO, LUDINGLOCATION M &FALL ISNVERTMANHOLES ELEVATIONS THE INCLUDING DRAWING&SHALLINVERT PROVIDEDELEVATIONS THEAND CIIY IN AUHOCAD OLE�� +369.88 +�`°� �� o I 560� / +/ / - - - yy - - - _ - - W - - - -W - - - - W - - - - - W - FORMAT, R 2000 OR NEWER. IN ADDITION, ti6 I / CHAINLINK FENCF / / 49.88 30" CMP E p ALL SEWER EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR ��' \ � x 2'w OF PROP. / / pCq INTERSECTION WITH PROPERTY LINES AND AT 25 FOOT STATIONS ALONG THE EASEMENT LINES. o L`6 c/ / 0 3' W / 67 LF 6 DI CL52 / / 1 o� / (FIRE SERVICE) / /� 311 f 3/4" WATER SERVICEI CONSTRUCTION: �� / 8" WEMLO 1 . / O)N/ �1. �S ��, / / / PAR . A �1 �� EX CB T 11 LF 6" DI CL52 7. THE SEWER MAIN SHALL BE PLACED FIVE (5) FEET SOUTH OR WEST FROM THE CENTERLINE OF ROADWAY,UNLESS _ 6' "MLO S9� I / / / 5c,� ��rk (FIRE SERVICE) FDC OTHERWISE SHOWN ON THE PLAN. PLAT 0.16 / TOP=352 ��N/ p: ," FENCE E OF SUBD / IE=349.12 30"CMP N� 8. A MINIMUM TEN (10) FOOT HORIZONTAL SEPARATION MUST BE MAINTAINED BETWEEN THE SANITARY SEWER LINE "HEML HEM 0 1-6 45° BEND BLOCK IE=349.01 .3O"r.MP AND THE WATER MAIN. EDAR � W/ THRUST BLOCK / � / / 10" HEML 2 D ® Gj10 / ® SEQuoIA EX CB TYPE 2 48" \ 3/4" WATER SERVICE PER +�64. �� / / E - !E-349 41 STD DETAIL WA-130 Q �� 9. AFTER TRENCH BACKFILL AND COMPACTION, PVC SANITARY SEWER MAINS SHALL BE TESTED FOR DEFLECTION AS 42" FIR ` / / S5j / / / 30"CMP W IE=349.40 W/ RPBA IN HOT BOX SPECIFIED IN SECTION 7-17.3(2)G OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION'S STANDARD E) _ / �5� r' / SD 30"CMP SE PER STD DETAIL 160A&B a " SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. TEST OBSERVATION AND INSPECTION BY THE SD 5° AND WA-184 / G' / A SEPARATE R/W CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY R/W. 53.65 / 0 h 55. 9' a ° a 3 ST INDICATOR VALVE ° D �� 0) 6" FIRE SERVICE W/ [Referred to as 6" TAPPING TEE PER evision 3 for %STD DETAIL WA-182 he project 1: ON SHEET C5.10-3 ermit CITY INSPECTOR. 367.67 / I SD / 3. CL52 I -S ON SHEET C5.01-3 Water service to be 19 LF 6" DI 10. WHENEVER SANITARY SEWER CROSSES BELOW A WATER MAIN, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION (FIRE SERVICE) _ V7,196 �5 5° �o +353.40 ^` 1 located to close to / THAT THE TOP OF THE SEWER LINE IS AT LEAST EIGHTEEN (18) INCHES BELOW THE BOTTOM OF THE WATER MAIN. •� I\ 1-6" 45° BEND (MJ) �`�� \ Q 3 ° / fire line tap as is W/ THRUST BLOCK 5° � �, -5'� feasible, but not 11. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF ONE -TENTH (0.10) FOOT AND FIVE -TENTHS (0.50) FOOT SEE UTILITY DETAIL SHEET closer than 2-ft from MAXIMUM DROP BETWEEN INVERT IN AND INVERT OUT. \ C5.10-3 FOR SEWER AND wet tap casing. 0,5 / 1-6" 22.5° BEND (MJ) ------------- ---- !° �' 3 ° WATER DETAILS 12. MANHOLES IN THE PUBLIC RIGHT-OF-WAY SHALL BE A MINIMUM OF EIGHT (8) FEET IN DEPTH OR PER APPROVED x� �ti / / 5D W/ THRUST BLOCK \ PLANS. 355.92`�? C \ �// Z.___ / Timing of fire line tap II • FD FD�� �- F° ? 'i . �� 3 shall be coordinated 13. MANHOLES NOT IN PAVED PUBLIC RIGHT-OF-WAY TO HAVE LOCKING LIDS AND ALL FRAMES SHALL BE LOCKING f / / 18 LF 6 DI CL52 / / with City Engineering TYPE PER THE STANDARD DETAILS. SERVICE) / Y g g �• 5' cH INK APPROXIMATE LOCATION // a �J� ° Inspector and PW 14. FOR PIPE SLOPES GREATER THAN 20� ,RESTRAINED JOINT DUCTILE IRON PIPE SHALL BE USED FOR EVERY 7 LF 6" DI CL52 OF RISER ROOM, SEE / a°� 3 Operations Water JOINT. FE CE 356.48 ARCHITECTURAL PLANS o „ / / �s / / ° Maintenance / LL / (FIRE SERVICE) / I / LLJ�Division. 15. SIDE FORTY-FIVE 45 ER STUBS DEGREESHALL SLOPE.ASTIUBS SHALL BETWO 6(MINMUMPERCENT DAMETER FOR ALLMAXIMUM ST BSOLESS THAN 5� `� a z SDI -SD EIGHT (8) FEET )IN DEPTH : INSTALL A THREE (3) INCH WIDE GREEN METALLIC DETECTOR TAPE 12" ABOVE THE +�'��'� S`��0� /�� PIPE, THE ENTIRE LENGTH OF THE STUB CONTINUING UP THE 2X4 SIDE SEWER MARKER POST. IDENTIFICATION ON / �D �/ THE TAPE SHALL INCLUDE THE WORDS "SANITARY SEWER". �5� / MATERIALS: SDR 35 PVC S° r �� a a 0 16. SANITARY SEWER PIPE LESS THAN EIGHTEEN (18) FEET IN DEPTH AND LESS THAN 20% SLOPE SHALL BE PVC 5��� Ike CONFORMING TO ASTM D 3034, SDR 35 AND SHALL BE BEDDED WITH CLEAN, GRANULAR MANUFACTURED PEA / FIELD LOCATE AND CONNECT / 5 GRAVEL FROM 4" UNDER TO 6" OVER THE PIPE.SANITARY SEWER PIPE EIGHTEEN (18) FEET DEEP AND GREATER, OR PLUMBING TO EXISTING WATER + �� ��� Ci ON A SLOPE OF 20% OR MORE, SHALL BE DUCTILE -IRON MINIMUM THICKNESS CLASS 52, CEMENT -MORTAR LINED SERVICE (CONTRACTOR TO COORDINATE) �S ciN AND TYTON JOINT. ALL DUCTILE -IRON PIPE MUST MEET THE REQUIREMENTS OF AWWA C-151. o oloo i� 89`06'13"W 336.59' 17. HIGH -DENSITY POLYETHYLENE (HDPE) SHALL BE SDR-11 MINIMUM. / v MAINTAIN &PROTECT 6" SIDE SEWER / :. . �,5 � � . ' \ ' s EX SSMH • EXISTING SIDE SEWER CONNECTION / / L 51. ° TOP=351.81 CONNECTION IE= 350.07 (CONTRACTOR / IE=342.39 CTR CHANNEL • - TO COORDINATE) F �I 3 (IN N, OUT S) �358 �L I ,. • \ - SC % +���. S� ° ° EX CB TYPE 2 54" CIO �5`� I • - - - - - - TOP=353.91 a , - - - - - - TOP INSIDE CB=353.44 • I / ����5+ /35VA490 6" SSCO \SD / / 55 �� TOP OF 12"CMP STANDPI PE=352.61 RIM TO GRADE - / s° ,. BOTTOM 12"CMP STANDPI PE-346.61 IE= 349.87 / ' SO, n"/ IE=346.50 30"CMP W \y^ N J SS D ° s / IE=346.43 30"CMP N (� EX CB TYPE I ` O o 5 Q - - - - - - - - - SD sD 1 SD SD 5 IE=348.45 12"CM ■ TOP=354.17 IE 49. N cn- I / a IE=348.35 12"AD( LEGEND 30"CMP E POTHOLE TO LOCATE 5 �54 6 CLE u So D SD EXISTING SIDE SEWER 5 �o� 3 EX CB TYPE 1 / PRIOR TO CONSTRUCTION TOP 1508 9 15' N CONNECT TO EXISTING 55 y� ° TOP 350.89 / �w� WATER LINE / n I N co CLEANOUT IE= / 348.65 / IE(, 348.25 12"ADS NW o SS --SS TOP=3�54.64' �354 55 0 ' -11 DDCA DOUBLE DETECTOR CHECK VALVE ASSEMBLY ss 48 $5 / o I 's ss s s ss SS- -SS Dos FIRE DEPARTMENT CONNECTION LEANOUT a / OP=353.53' J� CONTRACTOR TO FIELD LOCATE 348.03 AND TV EXISTING SIDE SEWERIF \a TO VERIFY INTEGRITY FOR REUSE D FD FD -356 FD-- D • I ► IF LINE IS DAMAGED COORDINATE - O 0 / ■ SIDE SEWER IMPROVEMENTS • FD WITH CIVIL ENGINEER 0) ° I - '6' ' -i- -i .� ,�,�,�,• _ sD O 0 o �� O \ O 0 \ •O • `n h� _ _ 60 - / a o F 3 � FD FD FD� _ o SD FD FDD FD�I FD O S o 3 SD p ■ SD z �1 ■ \ o o FD FD EX CB TYPE 1 0 / FD FD FD FD TOP48.49 Jam- 2 C F FD FD ' IE=344.74 12"ADS W - f f7 F D �� a / I N89°06'30"W 06.32' 3 �� ,P 0.58' SHORT PEAT, ° N CROSSES ��, TO N. LINE S. 100' I / OP COR. o�� +�5/ N. 300' AS MEAS. +� ALONG W. LINE 0 10 20 HORIZ. Scale In Feet 40 POST INDICATOR VALVE TEE BEND GATE VALVE REV #3 COUPLING REVISION May 14 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CALL BEFORE YOU D;G 811 UNDERGROUND SERVICE (USA) APPROVED FOR CONSTRUCTION CITY OF EDMONDS May 27, 2020 DATE: y BY: JM 00077d/ CITY ENGINEERING DIVISION *Revision 3 - Fire Line Tap N C:�, "I"", CD O O O w N N N N N cn aa 0 z `�mm� O ��MM� U)Cn[)f >LU U of 0 CLa- a- (I- ©mm m T DO o z DO 6 -6 CD (1) o O U � C N LL .F LL C > 0 ---1 0 � Q i[) 0 JTON F,q, yG� QF WA$I�rr IONAL�~ 51�2i20`��� YI W 00 ao rn a o O U U _J I) O w I U)0 O O m U Ln �CY) O0 U LnO 3 Q m 0 a_ ■ Q 0 z � U ■ 2 LU CO = ► O U Lr 0 N Q 0Mop rn J W LL] Q o O Z ' Q N LU U W U_ L.L � w U 06 Q w J Q W o Q cy) N Z N `Dr 2 Z Q J J Lu CD LLI LL LL Z O U H O C5.00-3 PERMIT #BLD20190120 PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. oo�� CV " CD CD C) CDW N N N N PROPERTY LINE R.I.W. FINISHED GRADE I� FI t METER SUPPLIED BY CITY I I BALL VALVE----- I I ------ I I DIRECTION _ A 4F FLOW J l 0 MATERIAL LIST: ALL 1' SERVICES TO BE TYPE "K" SOFT COPPER TUBING 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) DUAL PURPOSE UNION D MIPT X CT'S GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" I @Kd2j .RJEEL&1N0EKIaMING 59M99ES.' 1" METER SETTER WITH ANGLE BALL METER VALVE 15` HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 W UJ P-L tINfa NEw S€MACES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-1 1-44 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S IN UNPAVED ,AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID H FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2- X 4" STAKE WITH "WATER" STENCILED ON IT 1 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE J SCHEDULE 40 3/4. OR 1' PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING K WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) L PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS 3/4 "- ,f WAJANUARY 2018 TER SERVICE PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT ■1r DETAIL r� APPROVED BY: R. ENGLISH A- g13v A, POURED THRUST BLOCK PER COE STD DTL WA-150 t13xIDOR2'MIN WHICHEVER IS GREATER POURED THRUST BLOCK PER COE STD DTL WA-150 i' vc) } 3 x ID OR 2' MIN 1 WHICHEVER IS GREATER d Q a4 n n + "a 0 4 Ir71 '� - u u e i4 •OMPACTED BEDDING GRAVEL PER COMPACTED READING GRAVEL PER SECTION 9--03-12(3) OF THE SECTION 9-03.12(3) OF THE WSDOT STANDARD SPECIFICATIONS WSDOT STANDARD SPECIFICATIONS CONCRETE SUPPORT BRICKS CONCRETE SUPPORT BRICKS NUMBER OF BRICKS REQUIRED NUMBER OF 13RICKS REQUIRED DEPENDS ON AMOUNT OF OVER DEPENDS ON AMOUNT OF OVER EXCAVATION (TYP) EXCAVATION MP) DUCTILE IRON TAPPING TEE MECHANICAL JOINT SLEEVE GAINLESS STEEL TfPING ME INSTALLED ON CAST IRON PIPE AMC) INSTALLED ON CAST IRON DUCTILE IRON PIPE PIPE AND DUCTILE IRON PIPE I STAINLESS STEEL TAPPING TEES SHALL HAVE FULL CIRCLE SEAL, BOLTS AND NUTS SHALL BE STAINLESS STEEL. 2. STEEL TAPPING TEES SHALL BE EPDXY COATED. BOLTS AND NUTS SHALL BE CDR --TEN, OR STAINLESS STEEL. 3. ALL TEES AND VALVES TO BE WATER TESTED BEFORE TAP. 4, TAPPING TEE MAY NOT BE SIZE ON SiZE. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. REVISION DATE CITY OF EDMONDS TAPPING TEES MAY 2018 PUBLIC WCRKS STANDARD DEPARTMENT WA- cs T . q APPPOVEU [Y: R. ENGLISH YY A g - 1 8 2 4" HOSE CONNECTION W/ STORZ FITTING (AS REQ'0 BY FIRE DEFT) REFER TO CHART CHECK VALVE _ �B+ �) 18" MIN '' r' �• , , r• , �• , , ,• f J z PIV J------------- -� 1$" MAX CONNECTION PRE -ASSEMBLED, DOH STATE 18" MIN APPROVED DOUBLE CHECK AS REQUIRED � I •J MEGA LUG MID SPAN J DETECTOR VALVE ASSEMBLY ' BY FIRE RESTRAINT AND THRUST MARSHAL I FLxFL TEE I BLOCK AND VAULT SEAL 1 I SEE COE STD DTL WA-111 FLOW (TYP) EXTEND ALLJ I A LADDER OUT 1 f FLANGED PENETRATIONS I z D AS REQUIREDI COUPLING SHALL BE CORE ' I AOCES SY I ADAPTER DRILLED ' L --------- -- --� J JJ / J Ji l / J '• � > J , f , r rF , y ! r rJ � Ji SENSUS SR2 W/TRPL REMOTE READ LANE INTERNATIONAL POLYPROPYLENE THE TRPL SHALL BE INSTALLED ON LADDER WITH PULL UP HANDRAIL. HATCH CLOSE TO HINGE CONTRACTOR TO INSTALL PER MANUFACTURER RECOMMENDATIONS AND DOUBLE LEAF LiD (MODEL-L.W. COORDINATE LOCATION WITH ENGINEER. HATCH) OPENING TO BE LOCATED WITHIN 18" OF INSIDE VAULT WALLFOR EASIER LADDER ACCESS NO HIGHER THAN 5' TO NOTES EXTERIOR PLAN VIEW CENTER OF #2 SHUT 1. ACCESSES BY L.W. HATCH: TYPE "D' (HD-10 PEDESTRIAN LOAD. H-30 OFF VALVE TRAFFIC LOAD) WITH SIDE OUTLET GUTTER DRAIN. 2. DCDA MUST BE TESTED BY A CERTIFIED SACKFLOW ASSEMBLY TESTER. 3. ALL TEST COCKS MUST BE PROVIDED WITH PCV PLUGS. 4. A CITY APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAIN AND THE VAULT. 5. SEE COE STD DTLS WA-183 AND WA-184 FOR DCDA LOCATION AND CONNECTION REQUIREMENTS. 6, ASSEMBLY MAST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY A WASHINGTON STATE CERTIFIED DCDA ASSEMBLY TESTER. REPORT MUST q, BE SENT TO THE CITY OF EDMONDS WATER DIVISION. 7. SEE COE STD DTL WA-142B FOR PROFILE VEIW. U� VAULT SIZES METER SIZE AND TYPE APPROXIMATE EQUIPMENT DIMENSIONS MINIMUM INSIDE VAULT DIMENSIONS (EXCLUDES SIAMESE CONNECTION) A S C D LENGTH WIDTH HEIGHT 4" x 3/4' 2'-9" 1'-1" 0'-6" 4'-3' 10'-O- 5'-C" 6'-6" 6" x 3/4" 3'-9" V-2" 0'-8" 5'-6" 1 1'-O" 6' -0' 6+-6., 6' x 3/4' 4'-5" V-4" O'-9" 6'-4- 12'-0- 6'-0" 6'-6" 10" x 1' 6'-0" V-8- 0'-11 8'-6" 14'-6" 7'-0- 6'-6" 6" MINIMUM FROM THE FLOOR SENSUS SR2 WITH ECR/WP REMOTE READ THE ECR/WP SHALL BE INSTALLED ON AN OUTSIDE WALL FOR EASY METER READING INDOO VERTICAL INSTALLATION REVISION DATE CITY OF EDMONDS COMMERCIAL MULTI --FAMILY APRIL 2010 DOUBLE CHECK PUBLIC WORKS DETECTOR ASSEMBLY (PLAN) STANDARD DEPARTMENT 1A� i�I�D ETAI Lam] A APPROVED BY: R. ENGLISH +ft - 1 42A ?7- m oz P:s U� / 6" MIN f , ! 1 J !ui f f f w 6' MIN f � ! 8" MIN SEE NOTE 1 SEE CAE STD DTL GU-410 BEDDING MATERIAL (5/8- MINUS) CRUSHED PER COE MOD 9-03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WS❑OT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS JANUARY 2018 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVEED BY- R. ENGLISH G U - 4Q 0 z 0 P U w z z 0 O_ * DOOR SIZE TO BE DETERMINED BY SIZE OF VAULT AND ACCESSIBILITY TO LADDER TRPL REMOTE 4' STORZ ADAPTER W/ 120 BEND READ FINISHED DOUBLE LEAF TRAFFIC GRADE BEARING LID WITH DRAIN SLOTS LW HATCH , ,i. URAIN PIPE (DRAIN TO DRY WELL OR CB) MEGA LUG MID SPAN RESTRAINT AND THRUST BLOCK AND VAULT SEAL SEE COE STD DTL WA-111 (TYP) 18' MIN DOUBLE CHECK VALVES (TYP) UL APPROVED OSY FLOW a ' L m 1 10' FLOOR DRAIN 1 I 4' HOSE 1 CONNECTION 1 L (AS REQUIRED C - - BY FIRE DEPT) - -tr- II • I LADDER - LI--r SEE COE STD DTL WA- 142A II s II u •- a ZI 2 MINIMUM GRINNEL ' PIPE SADDLE AND STAND #258 OR EQUAL a . '.. . `6-5/8" MINUS C.S.T.C. 2" PVC DRAIN (SEE NOTE 4) COMPACTED TO 95% MAX. WASHED DRAIN ROCK DENSITY (SIZED PER DESIGN) I. ACCESSES BY LW HATCH: TYPE "D' (HD-10 PEDESTRIAN LOAD; H-30 TRAFFIC LOAD) WITH SIDE OUTLET GUTTER DRAIN. 2. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN. 3. SEE COE STD DTLS WA-183 AND WA-184 FOR DCDA LOCATION AND CONNECTION REQUIREMENTS. 4. IF SOIL CONDITIONS OR PRESENCE OF GROUNDWATER DO NOT ALLOW DRAINAGE OF SUMP, DRAINAGE SHALL BE DIRECTED TO ONSITE DRAINAGE SYSTEM. 5. SEE COE STD DTL WA-142A FOR PLAN VIEW - REVISION DATA CITY OF EDMONDS COMMERCIAL MULTI -FAMILY MARCH 2018 DOUBLE CHECK DETECTOR PUBLIC WORKS ASSEMBLY (PROFILE) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 42B RESIDENCE . CLEAN OUT OL WITH 45' BEND AND Z CAP CLEANII (MAX) (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT WYE WITH CAP z w AND CLEANOUT COVER) AND LEVELING COLLAR � Li LU p Li 12" LOCKING COVER SEE NOTE 3 12"f FINISHED GRADE END OF PIPER GRIPPER PLUG 12 (CHERNE 27061 OR APPROVED ., .. _/I I, .." 0 EQUAL) WATER TIGHT CAP �\ 45' RISER LEVELING COLLAR SEE NOTE 4 / 45. 12" PVC SLEEVE 6" RISER 4' OR 6" SIDE SEWER 6' WYE AND 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND 4" OR 6' 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL SEE NOTE 3 AT PROPERTY LINE./CITY EASEMENT w fe w LEVEUNC COLLAR NOTES: a. wu� SEE NOTE 4 a CL 0 ASPHALT SURFACE 1. SEWER PIPE SHALL BE SOR-35 AND JOINT'S SHALL BE GA5KET£D. 12"± 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE FAST JORDAN IRON WORKS 1 FOOT LONG 12' PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6' RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DVVG GU-424 TYPICAL CLEANOUT - IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24'x6- DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR __w_ REVISION DATE JANUARY 2018 - - CITY OF EDMONDS SEWER CLEANOUT DETAILS rm PUBLIC WORKS STANDARD DEPARTMENT DETA7IrL��1 s I$`3Q APPROVED BY- R. ENGLISH S S - 20 Q BLIN^ `' ALI- riM43111 BLIND FLANGE BLIND FLANGE OR SMALLER SIZE PIPE C PLUG CROSS TEE W-1 PLUG b C B fm 90' BEND d D 22-1 f2' BEND 11-1 f4 BEND NOTES: 1. SEARING AREA OF CONCRETE THRUST BASED 4N 200 PSI PRESSURE AND SAFE SOIL. BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. THRUST BLOCK TABLE MIN BEARING AREA AGAINST UNDISTURBED SOEL SQUARF FEET MIN DIST (IN FEET) PIPE SIZE A B C D E b d 4" 3 1 1 1 1 1 0.5 6" 4 4 2 1 1 1 0.5 8" 7 6 4 2 1 1.3 0.7 10' 11 14 1 6 1 3 2 1.6 0.9 12' 16 14 1 $ 1 5 3 1.9 1.1 - 29 25 16 8 4 2.6 1.4 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. THRUST BLOCK SHALL BEAR AGAINST FITTINGS AND UNDISTURBED SOIL. FITTING SHALL BE WRAPPED IN POLYETHYLENE FILM BEFORE PLACING CONCRETE. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATIONAL PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. BLOCKING MAY BE REDUCED WITH USE OF RESTRAINED JOINTS ADJACENT TO FITTINGS. 7. CONCRETE SHALL NOT COVER FITTING BOLT AND NUTS]DAD $ REVISIO CITY OF EDMONDS CONCRETE THRUST JANUA J-' BLOCKING r� PUBLIC WORKS STAN �-` DEPARTMENT ❑REAPPROVED BY: R. ENGLISH rr A REVISION May 14 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION N cn C) Q C) Q Z (n 5n- O ��m5 0cnarf > W � � ��cn :2M��W � �a-a0 ©DID c2 m T m ' o z m a> CD CD C? °' 3:04 LL c Z LL > O CD Q o� o cn 2 U m U n 7 m > 0 Q ic) 0 TON �,,,q, `SIGNAL �i in �:: mi W 00 �II Q Q ��o O U U -i n O w l � O a p C m Ln _U � mul U X 3 O Q m ■ 0 z > w U = ui U b � Or W (V Q = 0M000z U rn w ` � Q ¢ z�aiz QU Q o O Z = Z ` `' O O w Z3 U V J J w 0 J_ D C5.10-31 PERMIT #BLD20190120