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REFERENCE ONLY - BLD2022-0094+Plat Civil Plans+1.24.2022_11.08.44_PM+2638864\1 0 I 0 N I 0 �t x N N C� w 0 0 rn (V 0 STEI4MA...N X S MEADOVVDALE ESTATES VICINITY MAP NOT TO SCALE FOR MERLE STEINMAN SR. AND ASSOCIATES CNS EWGINE.ERS INC. SHEET INDEX - COVER AND VICINITY MAP 1. PLAT 2. PLAT 3. GRADING AND TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 4. 69TH PL W PLAN AND PROFILE 5. DETENTION STRUCTURE ACCESS ROAD PLAN & PROFILE 6. ADDITIONAL STORM DRAINAGE PLAN & PROFILE 7. 172ND ST SW IMPROVEMENTS AND DETAILS 8. DETENTION STRUCTURE DETAILS 9. 69TH PL W PAVING PLAN 10. CITY OF EDMONDS STANDARD DETAILS 11. CITY OF EDMONDS STANDARD DETAILS S--1. VAULT PLAN, SPECS, AND DETAILS (BY OTHERS) S-2. DETAILS (BY OTHERS) - PUD UTILITIES (BY OTHERS) _. "�S.�d .. mg3 , �. ;� ,.��tac7nntne5'r'�.r::p 'k�•Ar^ �..-: 68TH AVE. W. CONC MON IC CASE WITH 2" DOME BRASS CAP. 1' BELOW GRADE W 1 /4 SEC. 8, T.27 N.. R. 4 E. VISITED 10-02 FOUND CONC MON W/ 2- BRASS CAP 1.16' SOUTH AND 0.02' EAST N O N V n;Oit FOUND REBAR AND CAP LS 35971 0.05' EAST AND 1.05' SOUTH STEINMAN'S MEADOWDALE ESTATES A PLANNED RESIDENTIAL DEVELOPMENT SECTION 8, TWP. 27N., R.4E.,W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON FOUND REBAR AND CAP LS 35971 0.07' WEST AND 1.04' SOUTH L COMMON OPEN SPACE/BUFFER 15' PRIVATE FOUND REBAR AND CAP y DRAINAGE LS 35971 0.05 WEST 35.00' N, EASEMENT AND 0.91' SOUTH S 03041'550 W a! 5.24' 100.030 215.07' 2�•� NOf'S4'28"E 15.24' 118.04' 100.00 s 2S• 100.00 50 25 0 50 100 SCALE IN FEET LEGEND ® ►C}*41111 FOUND MIC AS NOTED FOUND CONC MON (NOT IN CASE) CONC MON (CAP) SET REBAR WITH CAP (LS#11657) W/2-BRASS AT GRADE ® MONUMENTS TO BE SET VISITED 10-02 -\ ; rn _ 15' DRAINAGE z z z -- z z EASEMENT TO y ao co i y oo z .1 u CITY OF EDMONDS ao cc al uro�ro 2 Co �,�; 3 g 4 .. AD 8,979 sq. ft. a 9,033 sq. ft. c C w 10,426 sq. ft. 11,670 sq. ft. w 0.206 acres v �; 0.207 acres d p 0.239 acres V 0.268 acres f _ ' • 10' POWER O EASEMENT ;,.• 0 .�, •� cloms 100.00,t25-000- 100.00- 115.00' ' N uN 465.07 - ' Z DEED TO CITY 69TH PL W �_ L��•3, \ s v 490.00, 12,216 sq. ft. NO2*13'03"E 0.280 acres i 397.85" L - � f 5 80.00 $0.00' 80.00' � a2 � $ �• 80.00' 62.85 ,s. .T s u. R 50- • 10' POWER ' y C EASEMENT ,(y/ N 1 T� of, am y+ 12 ya� u w .Ohl112 064 s ft. o 1 1 y 10 11 i w 6 z oe , q' o+ • 12 064 s ft. u � 9 �% 8 `~ 9 271 sq. ft. oe v o i 0.277 acres ao q �' ' 12,064 sq. ft. w 12,064 s ft. ' O 0.277 acres - q 12,127 s ft. N 0.213 acres u N� ; s v 0.277 acres u v p 0.278 acres oo _ y $ 0.277 acres u w 9,107 sq. ft. tj v 0.209 acres 60.00' 25' z FOUND CONC MON y W/ 2" BRASS CAP ou, 1.21' SOUTH w CONC MON WITH 2" BRASS CAP O INTERSECTION SOMETIMES REFERRED TO AS CENTER OF SEC. 8. T.27N.. R.4E. ON BELOW GRADE VISITED 10-02 c N 68TH AVE. W. 80.00' 80.00' 80.00' NO2' 13'03'E 106.10', 506.10 COMMON OPEN SPACE/BUFFER 639.66' Sor 1 N Orf2'57' E 558.87' FOUND REBAR NEXT TO BROKEN CONC MON 0.0W EAST 0.12' NORTH 0 0 Z "0 Z n m ca m CONC MON WITH BRASS PIN 0.6' BELOW GRADE VISITED 10-02 HORIZONTAL DATUM NAD 83/91 LEGAL DESCRIPTION MEADOWDALE BEACH BI_K 000 D-01 LOT 126 LESS EAST 200 FEET AND LESS 5 FEET THEREOF TO CITY OF EDMONDS PER AUDITORS FILE#2375256, VOLUME 843, PAGE 288 AND ALSO LESS 205 FEET OF WEST 100.00 FEET OF TRACT 126 EXCLUDING SOUTH 5 FEET THEREOF CONVEYED TO CITY OF EDMONDS, SNOHOMISH COUNTY. NOTE: THIS SURVEY EXCEEDS CURRENT FIELD TRAVERSE STANDARDS CONTAINED IN WAC 332-130-090. PER WAC 332-130-100, A SIX SECOND TOTAL STATION AND TRIMBLE G.P.S. WERE USED FOR ALL FIELD MEASUREMENTS. THE TOTAL STATION HAS BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND HAS BEEN CALIBRATED ON A N.G.S. BASELINE WITHIN THE LAST YEAR. LAND SURVEYORS CERTIFICATE SHEET 1 OF 11 I HEREBY CERTIFY THAT THIS PLAT OF "MEADOWDALE ESTATES" IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 8, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE COURSES, ANGLES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT, BLOCK AND TRACT CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED, AND THAT I HAVE FULLY COMPLIED WITH PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. WILLIAM 0. McINTOSH, P.L.S. PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 18737 10' SIDE � Y Z U 25' - o I Q 20' ry m (25' FOR LOTS O� � _ 1 AND 2) SIDE 10' TYPICAL BUILDING SETBACK LINE STEINMAN'S MEADOWDALE ESTATES A PLANNED RESIDENTIAL DEVELOPMENT SECTION 8, TWP.27N., 13.4E.,W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON PROTECTIVE COVENANTS PROPERTY LEGAL DESCRIPTION MEADOWDALE BEACH BLOCK 000 D 01 LOT 126 LESS EAST 200 FT. THEREOF TO THE CITY OF EDMONDS PER AUDITORS FILE #2375256 VOL. 843 AND ALSO LESS 205 FT. OF THE WEST 100 FT. OF TRACT 126 EXCLUDING THE SOUTH 5 FT. THEREOF CONVEYED TO THE CITY OF EDMONDS, SNOHOMISH COUNTY. PLANS AS PREPARED BY CHS ENGINEERS, INC., OF BELLEVUE, WA. JOB #041029 ARE INCORPORATED HEREIN AND ARE MADE A PART OF THIS COVENANT BY REFERENCE. PURPOSE ESTABLISH CONDITIONS, COVENANTS, RESTRICTIONS AND DOCUMENTS RELATING TO THE OWNERSHIP, OPERATION AND MAINTENANCE THE DEVELOPMENT OF THE HEREAFTER CALLED STEINMAN'S MEADOWDALE ESTATES AS LEGALLY DESCRIBED ABOVE, INCLUDING ALL OF THE OPEN AREAS AND ALL OF THE FACILITIES THEREON. THIS FURTHER WILL MAINTAIN THE COMPATIBILITY, CHARACTER AND THE STATUS OF THE NEIGHBORHOOD AND THE SURROUNDING PROPERTIES. 1. ALL OF THE COMMON AREAS, INCLUDING THE PRIVATE STORM DRAINAGE SYSTEM CONTAINED THEREON, OF MEADOWDALE ESTATES AS HERETO FORE MENTIONED, WILL BE OWNED EQUALLY, UNDIVIDED AND IN COMMON BY EACH OF THE OWNERS OF THE STEINMAN'S MEADOWDALE ESTATE LOT OWNERS. 2. EACH LOT OWNER HAS AN UNDIVIDED INTEREST IN STEINMAN'S MEADOWDALE ESTATES AND WILL BE A MEMBER MEADOWDALE ESTATES HOMEOWNERS ASSOCIATION. HEREAFTER CALLED MEHA_ ALL MEADOWDALE ESTATES HOMEOWNERS SHALL SHARE IN THE OWNERSHIP, AND MUST BECOME A MEMBER IN THE MEADOWDALE ESTATES HOMEOWNERS ASSOCIATION. ALL MEMBERS SHALL SHARE EQUALLY IN THE OWNERSHIP, MAINTENANCE, COSTS AND EXPENSES OF THE COMMON AREAS. 3. ALL MEMBERS OF MEHA SHALL PARTICIPATE IN THE MANAGEMENT AND OPERATIONS OF ALL COMMON PROPERTY AND FACILITIES EQUALLY. 4. ALL LOT OWNERS AND OR MEMBERS SHALL HAVE AN ANNUAL MEETING AND ELECT A CHAIRMAN, SECRETARY AND TREASURER TO MAINTAIN AND SUPERVISE THE MEHA AFFAIRS. SAID ANNUAL MEETING HALL BE HELD ON THE FIRST SATURDAY OF MARCH ANNUALLY OR ANY OTHER MAJORITY AGREED TIME FOR THE MEETING. THE PURPOSE OF THE MEETING SHALL FOR TAKING CARE OF AFFAIRS, CONDUCTING BUSINESS, MAKING REPORTS, COLLECTING FUNDS AND ELECTING OFFICERS. 5. THE CHAIRMAN OR MANAGER SHALL HAVE THE POWER TO CALL THE REGULAR MEETING OR SPECIAL MEETING IF ONE IS DEEMED NECESSARY. HE SHALL KEEP THE RECORDS OF MEHA AND MAKE REPORTS AVAILABLE TO ALL MEHA PROPERTY OWNERS AND OR OWNERS. 6. IT SHALL REQUIRE A MAJORITY OF THE MEMBERS TO BE PRESENT TO CONSTITUTE A QUORUM AND TO CONDUCT THE MEHA BUSINESS. 7. THE MEHA SHALL HAVE THE POWER TO ASSESS EACH PROPERTY OWNER FOR THEIR FAIR SHARE OR PORTION OF THE COSTS, EXPENSES, TAXES AND MAINTENANCE, ETC. IF APPROVED BY A MAJORITY OF THE MEMBERS. IF A MEMBER DOES NOT PAY THEIR ASSESSMENT, IT SHALL BE IN DEFAULT AFTER 30 DAYS AND WILL DRAW INTEREST AT 1.5% PER MONTH. AND MAY BECOME A LIEN UPON THEIR PROPERTY. 8. THE MEHA HAS AGREED TO ADOPT THE MEADOWDALE ESTATES DEVELOPMENT STANDARDS DESCRIBED IN THE PRD CHAPTER AND ORDINANCE #3387 OF THE CITY EDMONDS, SNOHOMISH COUNTY, WASHINGTON. 9. THE MEHA SHALL COMPLY WITH THE CITY OF EDMONDS COMPREHENSIVE PLAN, INCLUDING THE STANDARDS, AND GUIDELINES CONTAINED THEREIN. 10. THE MEADOWDALE ESTATES PRD SHALL HEREBY COMPLY WITH AND MUST APPROVE THE LOCATION, AND PLACEMENT, OF IMPROVEMENTS AND PRINCIPAL DIMENSIONS OF BUILDINGS, DRIVEWAYS STREET AND PARKING AREAS AND USE OF THE COMMON AREA. 11. THE MEHA SHALL REVIEW AND APPROVE ANY PHYSICAL PROPERTY OR BUILDING CHANGES, ALTERATIONS OR USE THEREOF. 12. THERE SHALL BE NO APPARENT COMMERCIAL OPERATIONS CONDUCTED ON PREMISES. 13. ALL FRONT AND SIDE YARDS SHALL BE KEPT NEAT AND TRIMMED AND FREE OF DEBRIS. 14. THESE MEHA COVENANTS MAY BE AMENDED, AT A REGULAR OR SPECIAL MEETING WITH A VOTE OF NINE (9) MEMBERS 75% OF THE PROPERTY OWNERS OF MEHA. SIGNED AND ACCEPTED MERLE STEINMAN SR. -----_ ----------------- PRESIDENT - ----- SIGNED THIS 15TH DAY FEBRUARY 2002. DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT I, THE UNDERSIGNED, OWNER IN FEE SIMPLE AND MORTGAGES OF THE LAND HEREBY PLATTED, DO HEREBY DECLARE THIS PLAT AND DEDICATE TO THE USE OF THE PUBLIC FOREVER, ALL STREETS AND EASEMENTS OR WHATEVER PUBLIC PROPERTY THERE IS SHOWN ON THIS PLAT AND THE USE THEREOF FOR ANY AND ALL PUBLIC AND HOMEOWNERS ASSOCIATION PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LOTS AND TRACTS SHOWN HEREON. IN WITNESS WHEREOF, I HEREUNTO SET MY SIGNATURE. AND SEAL THIS _____DAY OF -------------- 2003. MERLE STEINMAN SR. ACKNOWLEDGMENT STATE OF WASHINGTON) ) SS. COUNTY OF SNOHOMISH) ON THIS _______DAY OF _ _ ___-_-, 2003, BEFORE ME PERSONALLY APPEARED MERLE STEINMAN SR., TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED AND SIGNED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR FIRST ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT ------------- COMMISSION EXPIRES----------------- TREASURER'S CERTIFICATE I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN, ACCORDING TO THE BOOKS AND RECORDS OF MY OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, INCLUDING TAXES. By ------------------------ THIS TREASURER, SNOHOMISH COUNTY OF ------------ 2003. RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF --------------- AT _MINUTES PAST _-------_ THIS -----DAY OF 2003, AND RECORDED IN VOLUME -----OF PLATS, PAGES ----- AND ----- INCLUSIVE, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SNOHOMISH COUNTY AUDITOR BY: ---------------------------- DEPUTY SNOHOMISH COUNTY AUDITOR APPROVALS EXAMINED AND APPROVED THIS -----DAY OF _ EDMONDS CITY ENGINEER EXAMINED AND APPROVED THIS ----- DAY OF ----------------- EDMONDS PLANNING DIRECTOR EXAMINED AND APPROVED THIS MAYOR, CITY OF EDMONDS _ SHEET 2 OF 11 _DAY OF __ ATTEST, CITY CLERK 2003 2003. 2003. ,n 0 I 0 1 co x N N ry 0 IL N O A PORTION OF SECTION 8, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. SNOHOMISH COUNTY WASHINGTON CONSTRUCTION SEQUENCE GRADING SCHEDULE EROSION AND SEDIMENTATION CONTROL DEVELOPMENT STANDARDS 1. SCHEDULE AND HOLD PRECONSTRUCTION MEETING WITH CITY OF EDMONDS PRIOR TO COMMENCING ANY CONSTRUCTION. CUT 6,000 CY 1. CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF 2. CONSTRUCT DETENTION VAULT AND STORMWATER COLLECTION FACILITIES SHOWN ON THIS SHEET PRIOR TO PERFORMING MAJOR GRADING FILL 12,000 CY SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT OPERATIONS. CONSTRUCT VAULT DURING DRY WEATHER PERIODS ONLY. REFER TO SHEET C-6 & C-8. DURING CONSTRUCTION ACTIVITIES SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN ROUTE TEMPORARY DRAINAGE SWALE'S RUNOFF TO DETENTION VAULT. UTILIZE VAULT AS TEMPORARY SEDIMENT TRAP DURING NET IMPORT 6,000 CY 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. CONSTRUCTION. VALUES ARE APPROXIMATE 2. STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE 3. INSTALL TEMPORARY PIPING AT TEMPORARY DRAINAGE SWALE ROAD CROSSING AS REQUIRED TO FACILITATE ROADWAY CONSTRUCTION. APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED DESIGNED AND MAINTAINED TM ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF ECOLOGY STORM TEMPORARYI,]jRAMAGE SWALE , -', fib- R11 4' HIGH RI)CKERY,' DETENTION/WET VAULT SEE C-S ` '• R2, 4' HIGW ROCKERY � Ilk, TEMPORARY TEMPORARY DRAINAGE SWALE SEE DETAIL (TYP.) 50 25 0 50 100 SCALE IN FEET DEMOLISH EXIST ROCKERY R3, 3' HIGH ROCKERY FILL TEMPORARY DRAINAGE SWALE DEMOLISH EXIST FENCE END CURB DEMOLITION SEE SHEET C-7 N89'35'42"W 1 I8/08I JK I EZ I EH I REVISED PER CITY'S COMMENTS No. I Date I By I Ckd. I Appr. Revision 1 WATER TECHNICAL MANUAL FOR THE PUGET SOUND BASIN MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE FILL :; �'� THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 3. PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND ! ' OTHER APPROPRIATE BMPS. !�It 4. MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF ECOLOGY STORM WATER TECHNICAL MANUAL FOR THE PUGET SOUND BASIN MANUAL. 5. OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE rit; 1 , , , APPLIED. I 1 6. UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE i , ! FOLLOWING: r f r` A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS; B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES; C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. � nl ��`?, 1 ;' 7. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE l' !'-, / ( I IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9. SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, r OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO ✓ i ; ; AN APPROVED TIMETABLE. 10. CUT AND FILL SLOPES. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT NO. 2. 11. CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM i' EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. `' t 12. STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, FILL $ ' I SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. f, i j; �j; �� �' 13. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE , 1 SEDIMENT. 14. REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. it 7"-6- 15. DEWATERING CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND, J I '� � '' ' a �'�1. ' ' 1 '1 � � ' � r f 16. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON i1t ! y •� ,y� i, ��j , �r� ''11,�'� I: 1 ( SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. ' 'ter ,' `.�, i '. i ',; it �' ' .�� ,i �' CUT i 17. FINANCIAL LIABILITY. PERFORMANCE BONDING OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS SHALL BE REQUIRED FOR ALL `'���'y' PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. F. 33197 �ISTE¢�G1 WAI EXPIRES: 12/1 --R4, 3' HIGH ROCKERY (TYP. ) 2'-4' HIGH WALL SEE DETAIL c-7 CNS ENGINEERS INC. Drawn By Date EZ 8-03 Designed By Date MB 8-03 12507BEL-REDROA© SUITE 109 BELLEVUE, WA 98005-2500 TEL (425) 637-36,93 FAX (425) 637-3694 Checked By Date Approved By Date LEGEND x —��—_x SILT FENCE - CITY OF EDMONDS STANDARD DETAIL E1.1. STABILIZED CONSTRUCTION ENTRANCE - ,i;/%,; •;:;;' CITY OF EDMONDS STANDARD DETAIL E1.2. a CATCH BASIN PROTECTION - CITY OF EDMONDS STANDARD DETAIL E1.3. TEMPORARY DRAINAGE SWALE 1 SEE DETAIL C-10 CLEARING LIMITS ROCKERY, CITY OF EDMONDS 00000a0000 STANDARD DETAIL E8.9 SEE SCHEDULE THIS SHEET ROCKERY SCHEDULE ROCKERY MAX HEIGHT LENGTH DRAIN CONNECTION ROCK SCHEDULE R1 4' 51' CB B BASE - 3 MAN TOP - 2 MAN R2 4' 68' CB B1 R3 3' 85' DAYLIGHT R4 3' 177' CB L SEE SHEET C-4 & C-5 FOR ROCKERY DRAIN CONNECTIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-500-424-5555 Scale: MERLE STEINMAN SR. &ASSOCIATES STEINMAN'S Sheet 3 Horiz. 1 "=50' M E A D O W D A L E Vert _N/A GRADING AND Of 11 ESTATES TEMPORARY EROSION AND SEDIMENT CONTROL Job No. PLAN 041029 C-3 d F } 1 ,.i::� t.. If { t{Iq •`�. �J1�1: k? M.e _ ,f'.. i' i'ft( .;. A i4°Li'sb$��.! e _ -� S i - A PO RTION OF SECTION 8, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 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Revision EXPIRES: 12/14/0 0 1 00 0 i 00 x x N N Iu 0 I N 0 i 1 1 1 It 11 i 1 I 1 / r , f BEQN NEW EXIST CB ilD IRUDRE-3-82-. 380.31 ASPHALT % i RB,�AND ' (g; CMP S) SWALE WALK TYP R25.0' (BEGIN NEW SIDEWALK, i ��URB, AND GUTTER \'\ END EXTRUDEb CUR13 1 f f r I r I r II rr I ' A PORTION OF SECTION 8, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. SNOHOMISH COUNTY WASHINGTON SEE SHEET C- 4 FOR CONTINUATION 1 I 1 t 1 \ \ , 1 , 1 \ \ 1 \ t l \ ♦♦ \ `\ \ 1 1 1 ' , 1 \ , 1 \ 1 1 1 \ t \ 1 1 I , \ + 1 \ t \ \ t \ I 1 ( , 1 1 1 �, \, `t 'l + 't V 'l \ ', t \ 1 1, '\ 1 \It \ Ir 11 '1 � '+ , , +, \` 1 t 1 l \ \ 1 1 + l 1 + \ \ \ 1 t ` \ t ` \ O I IN 1 1 1 \ \ 1 1 1 1 V \ 1 \ I 1 1'1 ' \ ', '\ `♦ ` `♦ 1 '1 Nt 1 ( i _ _ ( 1 , _ _ 1 1 1 \ \ 1\ \ , �' t +, ` i 1 +t 1 1 +1 \ +` \ + ♦ 7- It- - - - - _ - - '`----'�� - I I 1 � 11 1 t t t , , I, 1 , , t 1 , , { t \ 1 + ' +\ \\ t , '\ •�- r 1 1 Q� I U- 1 v F 1 j COI\1�CRETk S&#ALK' CO`NC ET� CORB 1�ND\'\GUI'` ER ------------- °° 1 Il '� CURS RAMf�, \ -------------- - "' II 11 SEE `EDMON\DS STANDARD ` tSEE E MONDS 5TANRAR'D \--�DULAR-BLOCK_-- I,.SERE EDMONDS STANDARD , O _-, \ - DETAIL ,E2.19+ \\DETAlt- E2.`I3 bE1�tiAIL', E2`.ff `�, SEE_ DETAIL 2 LQCATION!�' YP\ ` YP', -------- `A1 / � � Irk /' V+` ' \\ t` '1 \ `\ ` '1 '1 ` � lam^•_ ��` \ ___ - - �-----__-_-- �_ -__- �' —711 / , 1 1 FH EXIST (TB r ci - " RE 382.07 i' M TJ' \-CB'S AND 8" SD 0 2% MIN IE 3]_9.72 8::CHIP W) CONNECT TO EXISTING LINE IE `379.98 (8 CMP N&E) I j ADJUST CB'S TO GRADE REMOVE AND REPLACE EXIST EXTRUDED CURB SEE EDMONDS STANDARD DETAIL E2.7, TYP EXIST. SEWER STUB SEE NOTE 1. / I , 9.5' T OF , URB I 4 ' , ; ; I I END;' SIDEWALK, ?� FAC _ 3.0; I — CURB. AND duTTFR MAtCH EXIST. CURB SAIWCUT; INSTALL PUD & VERIZON 1' I � CONIDUIT �T FACL OF dQTTER i 172��nd _ &WE t f I _ - -------------- ---------- ------ REPLACE �AVEM'tNTr'� SE EDM-6ND$'ISTANbARD ,DETAII, E2.3 NOTE: 1. FIELD VERIFY LOCATION AND ROUTING OF EXIST. SEWER RELOCATED SEWER STUB SERVICE TO SOUTH. CAP AND ABANDON EXISTING. RECONNECT SEE NOTE 1. FROM PROPERTY LINE TO PROPOSED MAIN. MEADOWDALE ESTATES 172ND ST SW STREET IMPROVEMENTS PLAN 1 1 8/08 1 JK I EZ I EH I REVISED PER CITY'S COMMENTS No. I DateNo. Date ByICkd. I ApprI Appr. Revision HORIZONTAL SCALE: 1 "=20' 20 15 10 0 20 40 SCALE IN FEET 12" WIDE 2" HIGH i — — NEW ASPHALT PAVEMENT --/ 45 NEW ASPHALT SWALE DETAIL - ASPHALT SWALE If ry- �y BELLEVUE, WAROAD 'O' F .'f!�xr� -� EXPIRES: 12/1 on� 197 SCALE: 1 "=1' ENGINEERS INC. TEL (425) 637-3693 FAX (425) 637-3694 Drawn By EZ Designed By MB Date 88-03 Date 8-03 Checked By Date Approved By Date MUTUAL MATERIALS PISA II OR ROMAN PISA RETAINING WALL SYSTEM OR APPROVED EQUAL. FINISHED GRADE INSTALL PER MANUFACTURER'S TOPSOIL INSTRUCTIONS. 4iI 4. � III IiII 1.0' 4.0' MAX COMPACTED GRAVEL BACKFILL FILTER FABRIC 6" UNDER DRAIN PIPE i ,=1'? WITH GRAVEL: BACKFILL n III I I FINISHED GRADE 1.0' _=11I- I I , FOR DRAIN ,I- -III �� � I =11 I- -II III- =�f,l 6"' COMPACTED GRAVEL BACKFILL . .. .�.. 111==III= tj' Scale: STEINMAN'S Horiz. VARIES MEADOWDALE Vert NA ESTATES Job No. 041029 DETAIL - MODULAR BLOCK WALL SCALE: 1 "=2' CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 MERLE STEINMAN SR. & ASSOCIATES 172ND ST SW IMPROVEMENTS AND DETAILS Sheet 7 Of 11 n--7 A PORTION OF SECTION 8, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. SNOHOMISH COUNTY WASHINGTON low — 10' OC —►I 10' HIGH CHAIN LINK FENCE FASTEN POLE TO EXPOSED VERTICAL WALL OF DETENTION STRUCTURE STORM WATER INLET FROM CB A SEE SHEET C-6 2" ASPHALT CONCRETE 4" CRUSHED ROCK 4 DETENTION /WET VAULT - PLAN AND ELEVATION C-3 J SCALE: 1 "=5' 1 1 8/08 1 JK I EZ I EH I REVISED PER CITY'S COMMENTS 12"0 CONTROL STRUCTURE AND OUTFALL 10' HIGH FENCE CONC WALL WITH 10' HIGH FENCE 5 2.5 0 5 10 i SCALE IN FEET 1 12507 BEL-RFD ROAD SUITE 101 BFLLEVflE, WA 96005-2500 STEINMAN'S CHS ENGINEERS INC. TEL (425) 637-3693 FAX (425) 637-3694 Drawn By Date EZ 8-03 Designed By Date MB 8-03 _ Checked By Date MEADOWDALE 20.0' 0-1 16.0' so OVERFLOW 351.00 I E= 350.50 IE=349.50- 12" SCH 40 PVC OUTLET CONTROL STRUCTURE t ` DRAIN-- IE=340.50 QUARRY SPALLS 4'X4'X1' DEEP MIN - 8" SCH 40 PVC ELBOW RESTRICTOR PLATE WITH 5.90"0 ORIFICE 4" SCH 40 PVC ELBOW RESTRICTOR PLATE WITH 1.00"0 ORIFICE _OUTLET _IE=343.20 FF= 340.00 4"0 DRAIN WITH 4"0 PVC BALL VALVE WITH 2" OPERATING NUT AND TEE HANDLE EXTENSION TO 351.0 (2) 12" PVC 45' BENDS 12"0 SCH 40 PVC OUTFALL W/ BARRED TRASH RACK/SCREEN I E= 334.00 2% MIN. SLOPE ELEVATION - DETENTION VAULT OUTLET CONTROL STRUCTURE SCALE: 1 "=5' CALL 2 BUSINESS DAYS BEFORE YOU DIG i 1-800-424-5555 Scale: MERLE STEINMAN SR. & ASSOCIATES 8 Sheet Horiz. 1 "=5' Vert. 1 "=5' DETENTION STRUCTURE DETAILS Of 11 No. I Date I By I Ckd. I Appr. Revision EXPIRES: 12/14/0 Approved By Date ESTATES Job No. 041029 C-8 A PORTION OF SECTION 8, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. SNOHOMISH COUNTY WASHINGTON . , 1 1 .` I---------------------------------------------------------------------- / ' : /' \ \1. i� I It i I €-AD--END-SIGN ,- - -------- TA 0+32.39141 R -------------------------------------------------------------------------------------------------- vI -� 3------- 380------------ �_--------------------------------- _- 1 ,`1 I I _________________.._____--___--__-_______-__-__ _----_--- / �- / 1\\--__-------'-_-----------------J' I � 1 `\ -^ __ ---------------------------- _ _ 381.Of - N ---- --------- _ - __- - I - _ - ---------------- - I ------ ------------- -----_ " ---------- I-- I - __ - -btATLBOXES ------ I --__--------------------------------- \ cn------------------- - -------------------- �_--------- \ \ ---- - __ _------------- ------------------ ___------- - - �� -- ------------- - I ------------ ---------------------- --- - CB H1 _ CB E ------- --------------------------- _ CB G1�. -\�C) I 69TH PL W \ ROADWAY CENTERLINE, 3.5'R 385.57� 384.94 ' LI _ cP 0o 1,3 3+00 ``386 4+00 �`38S. 5+00 \ w 385.92 69TH�.;,pL W w w 2+00 Z 8 ' 4 0+00 ) Q, �W 1+00 cow d'9 — +- ---- - eW- — I— — _ '``.� — — '— — — — ---R BWA-Y + — — — ssM c ----- - _ — — -- -RoAeW , 385.72 1 CB H �� �� �, � . 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I I ------------ I ------I-------------------------------- --- ------ -�------ ----- ------ ------------- -I------ ------------ ---- ------I - �- — -T---------- -- ------ I '---------E___- 'A I - _ _____--------------1-------------------------------------------- ---- ---- M EADOWDALE ESTATES STREET PLAN 20 15 10 0 20 40 HORIZONTAL SCALE: 1 "=20' SCALE IN FEET VERTICAL SCALE: 1 "=20' to 0 1 co M x CV N 0) 0 a 0 0 I N O d- O 1-1 0) N O O 1 a Q U a E c 9) z� ! 0 1 8/08 JK EZ EH a 0 0 a 3 2 %o SLOPED SHOULDER REVISED PER CITY'S COMMENTS N i No. I Date I By Ckd. Appr. Revision 50.0' R.O.W. VEMENT SECTION - ROADWAY PROFILE SCALE: 1 "= 5' 5 2.5 0 5 10 SCALE IN FEET 2 AC PA 25/8" CSTC 41/4" CSBC APPROVED SUBGRADE SLOPED SHOULDER /r F . g AW 12507 BEL-RED ROAD SUITE 101 U of wAs ,k�,L dBELLEVUE, WA 98005-2500 197 EXPIRES: P ENGINEERS INC. TEL (425) 637-3693 FAX (425) 637-3694 Drawn By Date EZ 8-03 Designed By Date MB 8-03 Checked By Date Approved By Date CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 STEINMAN'S Scale: MERLE STEINMAN SR. &ASSOCIATES 9 Horiz. 1"=50' Sheet M EADO WDALE 69TH PL W Of 11 Vert. N A PAVING PLAN ESTATES Job No. 041029 C -9 0 1 O 1 00 x N N 4'(TYPICAL) NATIVE GROUND - 1 ELEVATION - R3 C-3 N TS Ljj AI AI I ' ww 18' THER ❑PLASTIC STOP BAR z (TYPICAL AT CONT OL INTERSECTI❑NS a ONLY) STRIPES SHALL START AND BE CENTERED ON THE ROAD CENTERLINE. STRIPES SHALL ALSO BE CENTERED ON LANE DELINIATORS OF MULTILANE ROADS. V CLEAR SPACE BETWEEN STRIPES (TYPICAL) �5,5' O.0 V X 8' THERMOPLASTIC STRIPES (TYPICAL) V CLEAR SPACE BETWEEN STRIPE AND CURB (TYPICAL) NOTE, WHEN THERMOPLASTIC CROSSWALKS ARE PLACED ADJACENT TO OR ON STATE HIGHWAYS, THE LAYOUT PATTERN SHALL MATCH THE EXISTING STATE LAYOUT. CITY REPRESENTATIVE TO VERIFY LAYOUT. w* DIMENSION MAY VARY DEPENDING ON ROAD WIDTH (COORDINATE ACTUAL SPACING WITH CITY REPRESENTATIVE) `cs90_19yv LETY OF EDMONDS VISI Ns STANDARD DETAIL Y DATE CROSSWALK DETAIL MTE m NTS E3.2 7/24/Ol STABILIZE SWALE WITH VEGATATION OR LINING. 1' MIN. TRAFFIC SAFETY FEATURE. - BREAK OFF FLANGE, NUTS — AND BOLTS. 2' 1' MAX SIDE SWALE SPOILS BERM, 0" TO 6" TALL PLACE ONLY ON DOWNSLOPE SIDE r 2' MIN. -- DETAIL - TEMP. DRAINAGE SWALE 31x3'x3.5'THIC CONCRETE PAD AROUND HYDRANT N 0 T E S NTS 1/4' RAKE PER FOOT FROM GROUND LEVEL 4' STORZ ADAPTER ra w Bu t0 H w N > A `-SIDEWAL WEDGE VALVE RESTRAINED JOINTS / OR TIE RODS \ / L-UNDISTURBED EARTH 1/2 CY WASHED 1-1/2' MINUS ROCK WITH FABRIC CLOTH ABOVE THRUST BLOCK BASE COURSE CAST IRON ADJUSTABLE VALVE BOX :,�TEE WITH FLANGED CONNECTION FOR HYDRANT VALVE L- FLANGED CONNECTION HYDRANT CONNECTION PIPE TO BE DUCTILE IR❑N CLASS 52. ANY INTERMEDIATE JOINTS TO BE RESTRAINED 1. HYDRANTS AND ALL MATERIALS TO BE IN ACCORDANCE WITH CITY OF EDMONDS APPROVED MATERIAL LISTINGS. 2. HYDRANTS SET IN CONCRETE REQUIRES AN EXPANSION STRIP AROUND HYDRANT BARREL, IN ADDITION, THE INSTALLATION OF THE HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR EXCEED STANDARDS SET FORTH FOR THE INSTALLATION OF PUBLIC FIRE HYDRANTS IN THE CITY OF EDMONDS. 3. PROVIDE FOR VEHICULAR TRAFFIC PROTECTION. 4. ALL HYDRANTS SHALL BE PROVIDED WITH (2) 2-1/2' HOSE NOZZLES AND (1) 4-1/2' NST PUMPER NOZZLE WITH 4' STORZ QUICK COUPLING ADAPTER, 5. STEAMER PORT SHALL FACE THE STREET OR ROADWAY FOR FIRE ENGINE ACCESS. 6. THREE FOOT MINIMUM CLEARANCE SHALL BE MAINTAINED AROUND HYDRANT WHEN PLACING LANDSCAPING OR ROCKERIES (ETC). 7. FIRE HYDRANTS SHALL BE PAINTED SAFETY YELLOW 8. CONSTRUCT 3' X 3' X 3.5' THICK CONCRETE PAD AROUND HYDRANT PIPE. 'd90-199v CITY OF EDMONDS N STANDARD DETAIL VED APPROsr DATE D. GEBERT 6/16/03 FIRE HYDRANT ASSEMBLY DATE 7/24/01 tSCALE NTS DWG NO. E7.1 SSMH A- NTS MIN. JE AD" MIN. SSMH B NTS NOTE: PROVIDE MANHOLE CHANNELIZATION PER EDMONDS STANDARD DETAIL E6.1. DETAIL - CHANNELIZATION 4" OR 6" CONC RISERS (4" MIN.— MAX HGT— 18") GROUT AND PROVIDE SMOOTH FINISH INSIDE AND OUT 4 POLYPROPYLENE SAFETY STEP \ -4,' 12" O.C. (TYP) MANHOLE -- SAND COLLAR STEPS FRAME AND COVER N 0 T E: 1. LOCATE MH LID OUTSIDE THE WHEEL PATH OF THE TRAVEL LANE NTS 25" LOCKING LID WITH THE WORD "SEWER" ON IT (EAST JORDAN IRON WORKS CO.) (MODEL #: 00370084) e a .. ECCENTRIC PRECAST CONE ° 4 a 48" or 54" e a - PRECAST SECTIONS 4" MIN. THICKNESS a 2. BASE REINFORCING SHALL ` BE #4 REBAR AT 12" O.C. as Q ` BOTH WAYS. 3. LARGER MH TO BE REVIEWED ON A CASE BY BY CASE BASIS USING P ° 4 0 APWA STANDARDS. , .. 4. JOINTS SHALL BE RUBBER GASKETED ONLY. C MH PER W.S.D.O.T. APWA STANDARD PLAN B-23a. REB "CLEARANCE 6" MIN 'tr90_I99v CONSTRUCT CHANNEL SHELF AR MIN 2 CITY' OF EDMONDS REVISIONS STANDARD DETAIL �mowD 8Y DATE D. GE9ERT 6/16/03 TYPE I MH (SANITARY) DATE SCALE DWG NO. 7/24/01 NTS E6.1 48" MIN. T 5 JB SSMH C NTS CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 1 8/08 JK EZ EH REVISED PER CITY'S COMMENTS F. $ 12507BEL-RED ROAD SUITE 101 Scale: BE.LLEVUE, WA 98005-2500 STEINMAN'S MERLE STEINMAN SR. & ASSOCIATES Sheet 10 CHS ENGINEERS INC. 1"EL (425) 637-3693 FAX (425) 637--3694 M E A D O W D A L E HOrizAs SHOWN 11 33197 ESTATES Vert. N A Of Drawn By Date Checked By Date DETAILS ssjrnvnL E�� EZ 8-03 Job No. Designed By Date Approved By Date No. Date By Ckd, Appr. Revision CVIRES: 12/14/(] MB 8-03 041029 C-10 CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR n 0 1 ro 0 1 rM x N CV as 0 a I N 0 10, 2-112' 5• .., . �- 1-112' R N .t PLACE SCORE MARKS EVERY 10' V MAX, SLOPES 110 �_.;--:::=:?�''�=w?::•r_=i :� �`.:;; -4- --:'"_:- ;A'�:}�'`-- _f_:4': �,;� 'cc: tiffs;:- -t •�°° .! -i •.rx ..�„�„°.� DRIVEWAY WING OR CURB RAMP SLOPE ACP P Est 1890 m o! U u- a W U Q CITY OF - REVISIONS I STANDARD D ETAI L CONC. EXTRUDED CURB DATE SCALE DWG N0. 7/24/Ol NTS E2.7 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 EXTEND PAVEMENT 13' FROM THE FACE CURB IF NECESSARY TO SUPPORT CI"T0'JDED CURB ACE 6' COMPACTED 5/8' CSTC BELOW ACP EXTENSION EDMONDS 1 1 8/08 1 JK ' EZ I EH I REVISED PER CITY'S COMMENTS No. I Date I By I Ckd. I Appr. Revision CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR f 1' R Q 1' BATTER a 1'R 12' aD 8• N � I (L W _ v Cu d d. v _ Q ` V °3, d . a 12'R d v_ V d G v d OD Qd d .e g AT d_ d v _ d Q a, d 24' ONLY NOTESt 1, FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 2. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, 3. EXPANSION JOINTS SHALL BE EVERY 10 FEET AND DUMMY JOINTS EVERY 5 FEET. 4, THRU JOINTS SHALL HAVE 112' TO 5/8' WIDE PREMOLDED JOINT FILLER. 5. CONCRETE SHALL BE CLASS 3- 3000PSI. 6, FINISH SHALL BE LIGHT BROOM. 7. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS, 8, ALL SIDEWALKS POURED BEHIND ROLLED CURB IN DRIVEWAY AREAS SHALL BE 6" THICK OVER 2' OF CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY, tst 18913 CITY OF EDMONDS REVISIONS APPSTANDARD DETAIL RfiVED iY DA7E ROLLED CURB/GUTTER DETAIL DATE 7/24/01 SCALE NTS DWG N0. E2.9 %0 PAVEMENT -- y 0,05 FT/FT -- - - - CSTC a d d I I j d a v a aQ 6' I -I —I ( I —I I—Ij 11` —III—I I I m I —III —III— I I—III— da _ d d Q—III—III—III— I I 18' STANDARD 24' ARTERIAL NOTES, 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED, 2. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, 3. EXPANSION JOINTS SHALL BE EVERY 10 FEET AND DUMMY JOINTS EVERY 5 FEET, 4, THRU J❑INTS SHALL HAVE 1/2' TO 5/8' WIDE PREMOLDED JOINT FILLER, 5. CONCRETE SHALL BE CLASS 3- 3000PSI, 6, FINISH SHALL BE LIGHT BROOM, 7, CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 8. ALL SIDEWALKS POURED BEHIND CURB IN DRIVEWAY AREAS SHALL BE 6' THICK OVER 2' OF CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY. Est 1890 t Y OF EDMONDS IONS STANDARD DETAIL HATE STANDARD TYPE "A" CURB/GUTTER DETAIL DATE �— 7/24/01 SCALE NTS DWG N0. E2.8 Y0�0 33197 W' S`srONAL ECG EXPIRES: 12/1416, f- S ENGINEERS INC. Drawn By Date EZ 8-03 Designed By Date MB 8-03 12507BEL-RED ROAD SMITE 101 BELLEVUE, WA 98005-2500 TEL (425,,637-3693 FAX (425) 637--3694 Checked By Date Approved By Date STEINMAN'S MEADOWDALE ESTATES 4- d 4 d a 10' NOTES, 1, FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 2. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, 3. EXPANSION JOINTS SHALL BE EVERY 10 FEET AND DUMMY JOINTS EVERY 5 FEET, 4. THRU JOINTS SHALL HAVE 112' TO 5/8' WIDE PREMOLDED JOINT FILLER, 5. CONCRETE SHALL BE CLASS 3- 3000PSI. 6. FINISH SHALL BE LIGHT BROOM, 7, CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 8. ALL SIDEWALKS POURED BEHIND CURB IN DRIVEWAY AREAS SHALL BE 6' THICK OVER 2' OF CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY. Est. 1890 �112' X 4' EXPANSION JOINT MATERIAL THIS TYPE OF CURB SHALL ONLY BE USED TO REPLACE EXISTING VERTICAL CURBING CITY OFEDMONDS REVISIONS STANDARD DETAIL �— nwr� BY CONC. VERTICAL CURB DATE 7/24/01 SCALE NTS DWG N0, E2.10 Scale: - MERLE STEINMAN SR. &ASSOCIATES 11 HorizAS SHOWN Sheet Vert. Of 11 DETAILS Job No. 041 029 C -11