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707 MAIN ST-Site development plan.pdfNW 1/4, SW 1/4, SEC 24, TWP 27N, RGE 3E. W.M. M� AL IF MIC WURDEMAN REZ�ilDbry ROWE SITE DEVELOPMENT PLANS EX CB N=299573.84 E=1262439.37 RIM 134.84 6 - 1E 132.24 (IN -SE) (NEW) 12"IE 131.94 �IN amqhUBL s' Aff ot� 12" 1E 131.74 i—LEY W) ......... .... ...... .... 0 n 0 0 0 n n 13 n 0 (DESIGN BY OTHERS) SD---- D----SD----SD SD----SD----SD-- ------------------------------------ VICINITY MAP NOT TO SCALE SDCO I PVC CONC PIPE ANCHOR EA S N=29956OZ1 ON �$PVC PIPE EMEN T TO E=126244785 (SEE DETAIL 'W'SHT X7 MAIN,577:j RIM 144.00 7D-01): 60 & MARK END)`. 6-1E 134.65 (IN-E) SD O2 82' 6"PVC 9 13;60% 6 1E 134.85 (IN --SE) 6" PVC 6 1E 134.65 (OUT -NW) N=299545.65 (W112"DI:;SLEEVE UNDER WALL) A E=126245724 J 1$-6"PVC RIM 148.00 . ...... -1E 141.89 (IN -SE) 0 38.17% 4 Al ...... ..... (W/12- DI SLEEVE 6"IE 141.72 (IN -SW) a UNDER WALL) 6-1E 141.72 (OUT -NW) ... ...... ..... .. F0077NG MA .....to .. ....... .... 77GH 7LINE 1' 10 SCALE. CB I TYPE 11-48" 4"IE 146.0 0 5 10 20 N=299521'07 E= 1262444.68 F RIM 149.30 Eat 4 IE: 146. 00 (IN- 24 It 142.00 (IN- 5) MIN PVC IE! 142. 00 (OU T-NE) -4 P 6 25 4 V LEGAL DESCRIPTION 1E 145,0 of 6/ DECK" OEM LOTS 35 THROUGH 37, BLOCK 87, CITY OF EDMONDS, ACCORDING TO THE b . ." " . / 10 77GH7LINE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. A I Wpm )5: jk BENCHMARK I'll 11-D %Z r F 7 RIM OF EXIS77NG CATCH BASIN LOCATED IN CENTER OF PUBLIC CONCRETE PROPOSED GARAGE ALLEY APPROX 15'NORTH OF THE NORTHWEST PROPERTY CORNER. OR! VE WA Y RESIDENCE nnvcrnvvnr COVERED FF 149.50 Q� Ac" t+nAt^ nr DIAl C"I 134.I3 PROJECT TEAM EXIS771VG HOUSElIMPROVEMENTS ON ADJOINING LOT TO THE EAST OWNER 1APPLICANT CIVIL ENGINEER ARE TO BE REMOVED UNDER SEPA RA 7F PERMIT RICHARD & 7RACI WURDEIVAN RAM ENGINEERING, INC. 8919 188TH STREET SW 16531 13TH AVE W, SU17E A 108 EDMONDS, WASHINGTON 98026 L YNN WOOD, WA 98037 (425) 678-6960 BUILDING DESIGNER EMAIL: ROBLORAMENGINEERINGINC. COM CONTACT ROB L. LONG, PE THE LEREN COMPANY INC P.O. BOX 12863 SURVEYOR MILL CREEK, WA 98082 (206) 954-4145 GEODIMENSIONS, INC, EMAIL: TOMOLERENDESIGN. COM 10801 MAIN S7REET, SUITE 102 CONTACT- TOM LEREN BELLEVUE, WASHINGTON 98004 (425) 458-4488 PROPOSED 4"PVC SIDE EMAIL: EDGOGEODIMENSIONS.NET SEWER AT 2Z (MIN) CONTACT- ED GREEN I L/ EWER r1rTl VIM I rz PROPOSED 4"PVC SIDE UTILITY PURVEYORS EASEMENT S SEWER S 77JB AT 2X MIN (PLUG & MARK END) WA 7ER SUPPLY, 425-771-0241 CITY OF EDMONDS INSTALL SLEEVES 1E 143.7— OC'11/11,or' r*V CIMIAIA I W A Ain FOR DRY U77LITIE5 CONC BLOCK CAAll*rAE2V CCIAX"D r>n OECD I'nC- ern in lAh- SANITARY CrWr'0- CITY OF rMJtlAlnC 425-771-0241 STORM SEWER. CITY OF EDMONDS 425-771-0241 PHONE. FRON 77ER 425-263-4024 CONTACT- JEREMYFALLT CABLE.• COUCAST 425-244-5088 CONTACT JEFF BURNS GAS. PSE 888-225-5773 POAFR. SNOHOMISH COUNTY PUD 425- 78J- 1000 CONTACT- ROB LARSON FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 ­4 425-551-1200 SCHOOL DISTRICT- EDMONDS SCHOOL DISTRICT 425-670-7000 AREA (SQUARE FEET) UTILITY NOTE ALL NEW U71LI77ES ARE REQUIRED TO BE INSTALLED RUNDERGROUND. STORM DAINAGE NOTES IF THE RIM TO INVERT OF ANY CA TCH BASIN EXCEEDS 5 FEET A TYPE /I CA TCH BASfN MLL BE REQUIRED. CONSTRUCTION NOTE ell DETEN770N TAW OR CONTRACTOR MAY INSTALL AND CONNECT TO DRY WELL. APPLICANT SHALL REPAIRIRELACE ALL DAMAGE TO U77LI71ES OR FRONTAGE IMPROVEMENTS IN CITY ALL STORM PIPES TO BE CPEP OR APPROVED EQUAL. RIGH T— OF— WA Y PER CITY STANDARDS THA T IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. NON-REGULA 7ED — 0 T REGULATSD REPLA CED NEW (POST 1977) + TO TA L REGULA 7ED IMPER WOUS A REA! TO TA L A REA MI 77 GA 7ED B Y EXIS 77N G S TORM W4 7ER MA NA GEMEN T S YS 7EM(S) REGULA 7ED AREA NOT YET Mt 77GA AREA PROPOSED TO BE M177GA 7ED BY LOW IMPACT DEVELOPMENT P. AREA PROPOSED TO BE U177GA 7ED THROUGH CON1,EN77ONAL SWM TECHNIQUES S7ORMW47ER MANAGEMENT SYSTEM DESIGNED FOR 5,000 SF SHEETINDEK I SP-01 SITE DEVELOPMENT PLAN I m 2 GN-01 GENERAL NOTES & DETAILS 3 TP-01 CLEARING, GRADING & TESC PLAN 4 TD-01 GENERAL DETAILS 5 TC-01 TRAFFIC CONTROL PLAN RECEIVED MAR 112016 DEVELOPMENT SERVICES COUNTER DA TE: By.. TY ENGINURING DIV15ION 3 16531 13TH AVE W, SUITE Al 08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW,RAMENGINEERINGINC.COM um ENGINEER. MIKE MORRIS ISSUEIII DA 7E. SCALE. 5-13-15 AS NOTED 15-017 SHEET. SP-01 j r r - r r ra r ,� * .•. #: r k *: s r *} •r rIL a rr a r��+r • r* *�►�r :ter r • • r,*r �• : r r * r � r r a*� * * r ♦ a •'r : /#r r ,, . �• , **�: r r *:.: � rr: I.F. ..* �. *rrr Y r a a r r* # � r a r► r r * r� r� �* r �,! I � * i R r r I r a# * r r*� r• 1R � � Fr .r,u,r •� r* # r r # . #: * s.r ) r �,* r a r r . r** ;, r r r , # ,r a !.: r r. I' i : + ". � r r /� r r , :. r r. ■ � � � I * r * *+« „�Ir r #; ,* r r r# era *" / �"' • r � r# � y r r # �, # �, r #:..r # �'. s. r *. st. • r * # *: rrs r* r r n 1 T 71- J 19. ALL F0077NG DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC ALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SIT€ STORMI7ER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INS TALLA77ON OF ALL 577E IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGA77ON PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO FINAL CONST RUCRON ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO BACKFLOW 7ES77NG SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTTUC770N COND177ON IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVEN77ON OF ON- SITE EROSION AFTER THE COMPLE77ON OF CONS7RUC770N. SEE EROSION CONTROL PLAN GRADING AND EROSION CONTROL REQUIREMENTS. S FOR SPECIFIC 24. THE CONTRACTOR SHALL KEEP OFF -SITE 0 SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING S NG OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR ELEV A SPOT 77ONS SHOWN. 2Z FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET; 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PR07ECT WORKERS, EXIS77NG BUILDINGS, STREETS, WALKWAYS, U77LI77ES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVA77ONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29, CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS CONTRACTOR SHALL NOT RELOCATE OR ELIMINA7E ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINA7E AND ARRANGE FOR ALL U77LITY CONNECTION 77 C S, U77LITY ITY RELO A170NS AND,/OR SERVICE 1N1ERRUPT70NS WTH THE AFFEC7ED OWNERS AND APPROPRIATE U77LITY COMPANIES. CONNECT? TO CONNECTIONS EXIS77NG U77LI77ES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHOR177ES GOVERNING SAID UTILITIES. 31. ALL U77LI77ES SHALL BE PLACED UNDERGROUND. 32. EXIS77NG UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO N TR S COS UC770N WORK SHALL BE REPAIRED AT CONTRACTORS EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNERS REPRESENTA77VE PRIOR TO BACKFILLING. 33. NEW U77LITY LOCA77ONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNERS REPRESENTATIVE AND CITY: 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE 35. TRENCH BACKFILL OF U77L177ES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPAC7ED TO 95.E COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW U77LITY BY 6" OR LESS, PLACE POLYETHYLENE PLAS77C FOAM AS A CUSHION BETWEEN THE UTILITIES 3Z SEE MECHANICAL DRAWINGS (MERE APPLICABLE) FOR CONTINUATION OF SITE U77LITES WITHIN THE BUILDING. 36. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGA77ON SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLA 770N. 01mi'l " PVC -- _— ESTR1cTQR - ?W EL. 144.59 1A TER SURFACE) JI DETENTION PIPE 2'-12" CUP IN EL. 56--24" O 0.50% 00.50x 143.30 ALUMINIZED CORR.STEEL PIPE 142.00 - INV. EL. 142.00 CB TYPE I q M1-_ CONNECTION & -- CONTROL DEVICE ^v (PER COE STD PLAN E5.4) µn SECTION VIEW 7y 48"' TYPE II fouA EXISTING FEATURES PROPOSED FEATURES - - - - - - - FLOW MONUMENT STORM DRAIN PIPE 10 ROCK CHECK DAM - - - - - - - CURB QO EX REBAR �-""- - - - ROOF & F0077NG DRAIN TEMPORARY STAND PIPE - - - - - - - ASPHALT ® REBAR -+-�-- DITCH _.. - - - - - - - CONCRETE C7 - y. SURFACE FLOW CATCH BASIN PR07EC71ON - - - - - - - GRAVEL SECTION RIPRAP PAD ROOF LLL111 C--� QUARTER SECTION 0 TYPE I CB CONSTRUCTION ENTRANCE -- ---- ------ DRIP LINE SURFACE FEATURES G EX MONUMENT TYPE it CB FILTER FENCE G11/ Z_ZZ' /1_ BUILDING FOOTPRINT PIPE FLOW CONSTRUCTION FENCE El CATCH BASIN, TYPE 1 LIMITS OF CLEARING - EDGE OF WETLAND Q TYPE CATCH BASIN, tl � CULVERT END • • • IN7ERCEPTOR SWALE ..................... WETLAND BUFFER SD PIPE FLOW STORM CLEANOUT ------------- SAWGUT ' ® YARD .DRAIN Q YARD DRAIN EASEMENT ----SD- STORM DRAIN PIPE 0 STORM CLEANOUT `a RIPRAP PAD � <' : BUILDING FOOTPRINT - — — _SS- SEWER MAIN > STORM CULVERT END - - - SEWER MAIN - - BUILDING SETBACK ----FM- SEWER FORCE MAIN SEWER SERVICE IFENCE ----W- WATER MAIN 0 SEWER MANHOLE - - - - - - - WATER MAIN RETAINING WALL AERIAL POWER LINE SEWER CLEANOUT (0 SEWER MANHOLE CC30CDZX0C= ROCKERY - - P---- - — — — G- BURIED POWER LINE GAS MAIN `� SS PIPE FLOW PIPE FLOW MAILBOX - -- C BURIED CABLE SEWER STUB SEWER CLEANOUT SIGN --- -- - -----TV-- BURIED TV O SEPTIC LID WATER METER STREET LIGHT - - - OTV- AERIAL TV � FIRE HYDRANT IRRIGATTON METER -. --- _-- T- BURIED TELEPHONE LINE - — --- —--OHT-- AERIAL TELEPHONE LINE ®- WATER METER Ak FIRE HYDRANT SLOPE DAGGER -- - -- - PIT BURIED POWER/TELEPHONE m GATE VALVE FIRE DEPT CONNECTION (FDC) - -- - -- OHPT---- AERIAL POWERJTELEPHONE WATER MANHOLE AIRfVAC RELEASE VALVE .��,•°• GRAVEL - --- - - OHU AERIAL UTILITIES (' AIR VAC RELEASE VALVE +� BLOW OFF - -- — FO- BURIED FIBER OPTIC CABLE I ASPHALT PAVEMENT - - --- X-- WIRE FENCE 0- BLOW OFF 1H[ GATE VALVE - - 0 CHAINLINK FENCE IS IRRIGATION METER TEE Wf CONIC BLOCKING .: SIDEWALK - - -- _ --- ❑ - - BOARD FENCE X IRRIGATION VALVE �-[ BEND Wf CONIC BLOCKING -�'t--- � DITCH OR SWALE WATER WELL RES7RAINED JOINT -T� RETAINING WALL c HOSE BIB 1�C REDUCER ROCKERY -0- POWER POLE SLEEVE ASPHALT E --- GUY ANCHOR COUPLING STREET LIGHT 19 DETECTOR CHECK VALVE CONCRETE * POLE LIGHT 0 POST INDICATOR VALVE (P1V) GRAVEL IF POWER VAULT WETLAND w TRANSFORMER ,mil POWER METER ® MAIL BOX Z JUNCTION BOX SIGN ® GAS METER BOLLARD 0 GAS VALVE OFF, FIBER OPTICS MANHOLE CONIFEROUS TREE TV RISER DECIDUOUS TREE [_ j TELECOMM VAULT ❑ TELECOMM RISER CONIFEROUS TREE TO BE SAVED � TELECOMM JUNCTION BOX TRAFFIC SIGNAL DECIDUOUS TREE TO BE SAVED im E • • is - - • - • ! • J /wN RECEIVED M � 1 2016 0EVELOPMENT SERVICES COUNTER APPROVED •- CONSTRUCTION CITY OF • i DA __, FENGINMING DIWSION 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM ENGINEER. MIKE MORRIS II ISSUE l a r 7E. SCALE. + /' .M r NO: 15-017 4p I�.° a I r [REMOVE EXIS77NG WALL DON7RUCT CONCRE7E (DESIGN BY 0774ERS) 145.36 --' FG J1. 44..8 FL AND BLOCK WALL nnwrn®r-nr airmes rrwrrr�tv�r E.B Ili 0' J GRADING U " ANTITIES CUT 1, 600 CIB -INLET PROTECTION NOTE, • r e FILTER FABRIC FENCE NOTE s r . • a �r r ; SWPPP 7MS PLAN, SHT —01, AND THE WRIT7EN SWPPP t COMPRISE THE STORM WA 7ER POLLU71ON PREVENTION PLAN. eft{ Al i t � Y "2 4i ,.. �. SCHEDULE1. PRE—CONSTRUC77ON MEETING K17H CITY ENGINEERING DIWSION AT 425-771-0220, i J' : * NO 77CE REQUIRED. 2. REWEW TEMPORARYEROSION I SEDIMENT CONTROLNOTES. 3. CALL FOR U TILI TY LOCATES. 4. INSTALL TESC MEASURES J MAINTAIN DUST CONTROLWHILE►* DISTURBANCE OF OF f OUTSIDE i tZONE. 5. HAVE EROSION i rf MEASURES INSPECTED BY CITY OF J 1 JENGINEERINGINSPECTOR. TEMPORARY SEDIMENTATIONAND EROSION CONTROLMEASURESMUSTBE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR S17E CLEARING. EROSIONI SEDIMENTA77ON CONTROLPRAC77CES ANDIOR DEWCES SHALL BE MAINTAINED UNTIL PERMANENT f J. DEMOLISH6. 7. ROUGH GRADEREQUIRED f INSTALL DRAINAGE FEATURES. :CLEAR, GRUBs si J.;. r♦REVEGETATE DISTURBED *s.Y: SUBJECT i ADDITIONAL SU• ' DISTURBANCE IMMEDIA TEL Y AFTER ROUGH GRADING.(OTHERra j AREAS SHALLBE * J PER EROSION CONTROL N07ES BELOW) 9. INSTALL UTILITIES AND OTHER S17E IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. ::*I STABILIZE J COMPOST .... *iAMEND . .: ALL EXPOSED PRIOR... 1, YFiYi OF EN77RE SITE. LANDSCAPING is PERMANENT VEGETATION. TEMPORARY EROSION i " f SHALL BE REMOVED *f f J APBY CITY PROVALINSPECTOR. ti i ♦, � . t i rt 'f'I � f fw r r, sf* ► t i J i i Y J J� i i •'J• Ff / f J t'J f •.•f ►' a all "• i f. f. f i= 'i f f 'i i J t t- J= =f '• * f * r*o t t .t .rfr r ,J *rtr • I � Y ♦ f *, J r f- i ** r s i F w *f f� ► i f *f * i * J *1 / I i J i* i J •_* J f i t, t r • r i J *.** .*ar • f * t *• *f J a t i f" f 'f"* J rf i i ... . * * i i . *. * I f **: ♦ it i J i i * J ' * * *iJ * • f J * t r i" ► r* i ► J i* i i i •is f f e J� e * i it J i ♦ .J i i rw rf I f f i i * i * i• f f f ,wrwiY* i • : *' f * J a. rF f i. f s * i ♦* f f • I t• * i d► Call 2 Working Days Before You Dig 111 00-424-55551 f • Underground• •, Center 1: ww.:• a FOR CONSTRUCTI• CITY OF EDMONDS - ► tint..." 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM �Irl . o ;+ • 1 s '' ., Aj ENGINEER. DRAWN MORRIS ISSUEi 5II AS N07ED JOB . V // I; 17 SHT OF (FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. -- PLACE 2x4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2x4 STAKE AT OR ABOVE FINISHED GRADE. z CASTIRON LOCKING LID 10' -" LAMPHOLE COVER (EAST JORDAN IRON WORKS CO.) ry w (MODEL #: 00366108) CL o w z_ o Lli 6" WYE AND 45' BEND Lo ry 6" LATERAL RUN TO HAVE a SLOPE OF 2 MIN. TO 50% MAX, . ,.. . INNER amml-ULM NOTE: 22.5' OR 1. WHEN TAPPING INTO EXISTING MAIN 45' BEND AN INSERTA-TEE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. 2. IF CONNECTING SIDE SEWER TO EXIST CONCRETE LATERAL, A CONCRETE/PVC ADAPTER SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS. EXISTING H EXISTING MATERIAL 6" TEE POSSIBLE SEWER MAIN LOCATION CONNECTION AT MAIN SHALL BE AT 45' ANGLE OR GREATER POSSIBLE SEWER MAIN LOCATION i (} . REV SIONS STANDARD DETAIL APPROVED BY DATE. D. GEBERT 01/28/04TYPICAL SEWER LATERAL D. GEBERT 05/06/05 DATE 7124/01 SCALE NTS DWG NO. D, GEBERT 4/2/07 I FINAL JOINT SHALL BE A NEAT HMA CLASS 1/2' STRAIGHT LINE AND ALL EXPOSED PG 64-22 EDGES SHALL BE TACKED NEATLY (SEE NOTE 5 WITH WSDOT STANDARD 1, SPECIFICATIONS 5-043(5)A APPROVED TACK OR APPROVED EQUAL, SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING 1-1/4' MINUS TRENCH WIDTH 2CSBC PER WSDOT 9-03;9(3) IMPORT OR NATIVE MATERIAL (SEE NOTES 3&4) BACKFILL SHALL BE COMPACTED TO 957 MAXIMUM DENSITY (SEE NOTE 2) NINES; 1, SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS 2, SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557, 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER, WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6', THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6'• 4, IF TRENCH WIDTH EXCEEDS 6 FEET IN WIDTH, THE TOP 2" OF CSBC SHALL BE REPLACED WITH A SEPARATE 2' LIFT OF 5/8' MINUS CSTC PER WSDOT 9-03,9(3), 5, HMA DEPTH SHALL BE A MINIMUM OF 4' THICK, UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4' SHALL MATCH EXISTING, UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2 6, FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS APPROVED JOIN, SEALANT OR APPROVED EQUAL, a - 4 A . _ . RE: I ICJ S STAN DAR D D ETAI'L APPROVED BY DATE D. GEBERT 04/2/07 TYPICAL HMA AND UTILITY PATCH R. ENGLISH 10/04/11 DATE SCALE NTS DWG Nii, CStw18` Cl R. ENGLISH 02/02/15 7/24t©1 FILTER FABRIC SECURED TO 2' X 2' 14 GA. WIRE FABRIC EQUAL 2" X 2" WOOD OR EQUIVALENT cu i 8. PLACE 3/4"-1,5" WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE FILTER FABRIC MATERIAL IN CONTINOUS ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 3 II II CD WIRE MESH SUPPORT FETE TO SUPPORT FILTER FAMIC, li II zz I=III s� II I ta ----___—_— 1 r fu I (BURY BOTTOM ❑F FILTER i (( MATERIAL 8' TO 12' l i I 6' MAX, _I U 2 X 2" WOOD POSTS OR EQUIVALENT CONTRACTOR/REVEL❑PER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL, CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN, '0 N D . � O � > E ID' I I REVISIONS STANDARD DETAIL APPROVED BY DATE FUM FUM FNE I DATE 7/24/01 SCALE NTS DWG NO. E1.1 RESIDENCE CLEANOUT WITH 45° BEND AND CAP NOT TO EXCEED 100' BETWEEN / CLEAN OUTS CLEANOUT (WYE WITH CAP AND LOCKING COVER) & CONCRETE LEVELING COLLAR FR TER TIGHT CAP R 12" PVC'' SLEEVE 6" RISER w a- LU O z w - 24x24"x6" CONCRETE COLLAR OR 2' DIA CONCRETE COLLAR LEVELING COLLAR 12" LOCKING COVER SEE NOTE 1 END OF PIPE GRIPPER PLUG. (CHERNE 27061 OR APPROVED EQUAL) CONCRETE LEVELING COLLAR 4' OR 6' SIDE SEWER` GENERAL CLEANOUT DETAIL 6' WYE AND 45° 12" LOCKING COVER BEND 6" CITY STUB SEE NOTE 3. CONCRETE 12" LEVEUN ASPHALT � 4' OR 6" SIDE SEWER COLLAR / SURFACE P CLEAN 0(:fT DETAIL AT PROPERTY 'LINE NOTES: 4 1, SIDE SEWER JOINTS SHALL BE GASKETED, J 2. PIPE SLOPE TO BE 2% MIN 6" RISER 1 FOOT LONG 12" PVC SLEEVE AND UP ' O 50% MAX. END OF PIPE GRIPPER PLUG 3• SEWER CLEANOUT COVER TO (CHERNE 270261 OR APPROVED EQUAL) BE EAST JORDAN IRON WORKS PRODUCT 07 OR #0036TYPICAL CL ANOUT UNDER ASPHALT' . APPROVED EQUAL.EQUAL. OR CONCRETE an REVISIONS STANDARD D ETAi APPROVED BY DATE D. GEBERT 01r06/05 SEWER CLEANOUT DETAILS D. GEBERT 4/2/07 7$gO 11 c�CD10 DATE SCALE DWG NO. 7t24/01 NTS E6.2 1 R. ENGLISH 2/2/15 5' MIN, RADIUS QUARRY SPALLS 2-4' MIN DIA 8"-12' MIN, DEPTH jc�U, PROVIDE FULL WIDTH OF INGRESS/ EGRESS AREA CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE DURING THE CONSTRUCTION PERI❑D, CITY INSPECTION REQUIRED ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN• i ('�`O F . j.� . ✓ I Imo` S REVISIONS APPROVED DATESTANDARD DETAIL RT 10/6/03 DATE 7r24/01 SCALE NTS DWG N Ei.2 1,39qc3o R,O>W, r rturx -- - LINE t ` METER SUPPLIED BY CITY -iI FINISHED NOTE . � ! F � BACK SIDE OF METER BOX ; j d G GRADE SHALL BE SET AT THE d PROPERTY LINE, METER -_------___ BOXES SHALL NOT BE I-- - - PLACED IN DRIVEWAY AREAS,_ -MCP I BALL VALVED ___ __.____ 1 --------------- H LJ A D of Flpw WATER -- C O O MATERIAL LIST 1,a ALL I' SERVICES TO BE TYPE 'K' SOFT CLIPPER TUBING, I' BALL CORP, STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET, (FORD OR MUELLER), DUAL PURPOSE UNION. OD MIPT X CIS GRIP BALI.. VALVE CURB STOP EQUAL TO FORD B84-444Q FOR V OE WHEN REPLACING EXISTING SERVICES: V 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• WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK. EQUAL TO FORD VBH74-15W-11-44. OF I' CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S CARSON 1.324 MSBCF WITH DUCTILE IRON COVER WITH CAST IRON READER DOOR. €FORVACANT LO(FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH 'WATER'STENCILED ON IT. 14GA, VINYL CRATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE, o} SCHEDULE 40 3/4' OR V PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE. WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR, Q PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4' OR 1' METER THROUGH 'THE CITY, CITY WIL'° INSTALL METER AFTER PURCHASE. IF USING 3/4"METER, CONTRACTOR WILL PROVIDE REDUCERS. TY 0 DMON S APPROVED R HY mil°NS STANDARD DETAIL_ AT_ D. GEBERT 4 i "WATER SERVICE- FOR 3/4' OR 1° METER INSTALLATION _ R, ENGLISH I D4/1's DATE SCALE DWG NO. R. ENGLISH 2, 2•.,15 7t24r0I NTS E7.6 4 s A d Mina FILTER SOCK WITH OVER FLOW HOLES a' ° CATCH BASIN 4. a A a THIS APPLICATION SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION PERIOD• SEDIMENT SHALL BE REMOVED ON A REGULAR BASIS TO MAINTAIN FILTRATI❑N EFFECTIVENESS. CITY INSPECTI❑N REQUIRED ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN, . i::. I .. REVISIONS TAN DAR D DETAIL_ .APPROVER BY DATE D, GEBERT 10/06/03 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS D, GEBERT 05/19/05 - D. GEBERT 05/05/06 DATE SCALE DWG NO. E1.3 R. ENGLISH1890-1611/01/13 7/24/01 NTS SLOPE SPACING (f_F) l& TO VV 7 NUT GVE11 ,30 LF 3= TD ' tA% NOT OVER 2* LF 16 CF eEL�Cairlt 16531 13TH AVE W, SUITE Al LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.0 ui SHT OF y 2009 Edition Decembor 2009 Note. See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Truck -mounted attenuator (optional) Buffer space (optional) A.3 Pace C,45 Sect. 6H.0I WATERISAN SEWER SERVICE CONNECTION CONSTRUCTION ZONE. LANE CLOSURE PER FIGURE 6H-10 'LANE CLOSURE ON TWO—LANE ROAD USING FLAGGERS" (SEE THIS SHEET) IN CUE HANDOUT #E81 'TRAFFIC CONTROL REQUIREMENTS" 2009 Edition Paige 653 Figure 61-1-10. Lane Closure on a Two -Lane Road Using Flaggers (TA-10) December 2009 f r Nate: See Tables 6H-2 and 6H-3 �,° � , C �► for the meaning of the symbols and/or letter �s ° B� codes used in this figure.^� h Sect. 6H,01 SCALE.0` t 10 20 4# 1. AFTER WORK Wf THIN THE TRA VELED ROAD WA Y IS COMPLETED A T THE END OF EACH DAY, THE ROAD SHALL BE COMPLETELY OPEN TO TRAFFIC AND ALL EQUIPMENT SHALL BE OUT OF THE TRAVELLED ROADWAY. ALL NONAPPLICABLE SIGNS SHALL BE REMOVED, TURNED OR COVERED DAILY WHEN CONDITION NO LONGER EXISTS; 2. ACCESS BY EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES.. 3. CONSTRUCTION SIGNS AND DELINEATORS SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR. 4. TRAFFIC CONTROL PLAN IS SUBJECT TO CHANGE PRIOR TO CONSTRUCTION, HOWEVER, CITY APPROVAL IS REQUIRED. 5. ADDITIONAL SIGNING AND FLAGGING MAY BE REQUIRED AS CONDITIONS WARRANT. 6. SHOULD A PROPOSED SIGN LOCATION FALL WITHIN A PRIVATE DRIVEWAY, CONTRACTOR TO ADJUST LOCATION OF SIGN TO FALL 5'± BEYOND EDGE OF DRIVEWAY IN DIRECTION OF ROAD TRAFFIC. (10' MAC. FROM PLAN LOCATION) DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 7, ALL TRAFFIC CONTROL SHALL COMPLY WITH MUTCD STANDARDS (I.E. FIGURE 6H-6 AND 6H-10). 8. CLOSURE OF THE SIDEWALK AND PARKING AREAS FOR MORE THAN 7.2 HOURS WILL REQUIRE PAYMENT OF DISRUPTION FEES. Table 6 -3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs" A B C Urban (low speed)" 100 feet 100 feet 100 feet Urban (high speed)` 350 feet 350 feet 350 feet Rural', §00 feet 500 feet 500 feet Expressway / Freeway 1,000 feet 1,500 feet 2,640 feet Speed category to be determined by highway agency The column headings A, B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the distance from the transition or point of restriction to the first sign. The 8 dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone,) Table 6 -4. Formulas for Determining Taper Length Speed (S) Where: L = taper length in feet W = width of offset in feet S = posted speed limit, or off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed in mph December 2009 Sect. 61-1.01 Taper Length(L) in feet wsz SWAY 99e 5TA7E 5 BY. APPfaCITY /V•E/fit\)��FOR //���)\{(�j/��//CONSTRUCTION Y', ■ ■ yd F /tee M I�V / � D ®A 7E: � s'rir�tfarz C171'ENGINEERING DIIAS1f1N 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGING.COM loll • ul �I sc • t O TO SCALE