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20509 MAPLEWOOD DR.PDFIIIIIIIIIIIIII 14242 20509 MAPLEWOOD DR The Ci�y of Edmonds APPLICATION for SME SEWER PER3HT EASEMENT No . ............. ............................ NEVV.CONSTRUCTION REPAIRS �x S OVVNER .... ..................... ...... .... ................................................ CONTRACTOR .4415u� . ................... I . .................... PERMIT No. 4�' ADDRESS .... �...,504 z_qr ............ ......... ............ ............. LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ...................... ..................... ION ............ H# NAME OF ADDIT '0 ....... ......................................................................... .2 P, ..-.APPR.OVED JUL .. ......... Approv DATE ....... 22e.--.16 .. 47 ....... 17, , 20 L 74 I r';-j CITY OF EDMONDS can rRospect 6-1107 when work CIVIC CENTER — WATER -SEWER DEPARTMENT is ready for Inspection. (No insp— N2 3353 Sunday holIdaws.) tions Saturday, or SIDE SEWER PERMIT g9509_!�cjp ;��wqqd D.ri Ve ADDRESS ............. ........ .. .. .......... .................................................... . ............................................................................. -------- --- Mile-s 01-Ni.el ...... ..................................... CONMACTOR_ Caseade Sewers OWNER� ........................... ................................................... ... ---------------- -- ---- -- .... ..... ..... 28 9 ... ........... 19.6 for ------------------------ days to REPAIR or CONNECT a side sewer Permission is granted -------------- �u�y ...... with City,8ewers in accordance with application on file and governing ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. ir-The owners of the property may obtain a permit to construct sewer Inside property line. A licensed Side Sewer Contractor must In axea. Do not cover any portion of sewer before it has been inspected. be employed to construct side sewer street r-"" NOTE No. 2—Obtain full information regaxdlng Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%. No bends in grade sharper than % will be permitted. NOTE No. 4—Tre ches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for ure due to Improper work which may develop within one year of completion. falln NOTE No. 5--It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its appur- tenances except to insert the pipe into the wye. 1p, 4 N� Inc. 1 8C)", 0 CITY OF EDMONDS BARBARA FAHEY 121 5TH AVENUE NORTH - EDMONDS. WA 98020 - (425) 771-0220 FAX (425) 771-Q221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works - Planning/Building - Parks and Recreation Engineering - Wastewater Treatment Plant May 13, 1999 Mr. Greg Krabbe, PE C RO C y DVE'Consultants Inc. R 6320 Evergreen Way C-" k t - -- ail Everett, WA 98203 F Wd Subject: Proposed Maplewood Place Plat for Helle ren at 20509 Maplewood Dr. (P-99-7) Mr. Krabbe: The Engineering Division reviewed your civil site design. The review team notes the following revisions/corrections. Please, contact the review team members directly for questions regarding their comments. Storm drainage - Don Fiene, Hydraulics Engineer at 425.771.0220 ext 323 * Provide additional information noted in Drainage Analysis Engineering Report. I 0 Provide sediment pond as more than one acre is proposed to be disturbed. 0 Revise notes as indicated. 0 Show where construction entrances will be located. 0 Reduction of 48" detention pipe may allow smaller manholes. Utilities - Jim Waite, Water/Sewer Supervisor at 425.771.0235 • Sanitary sewer lateral is to be private. Minimum size of lateral should be 8". Show stub locations to serve each lot. Show private sewer easement on final plat. • Storm sewer system is to be private. Show stub locations to serve each lot. Show private storm sewer easement on final plat. Tra ff,'C • Mailboxes to be installed in planter strip. Revise detail accordingly. • Sidewalk is not adjacent to curbs. Revise details and plans accordingly. • Provide details for concrete sidewalk and appropriate curb and gutter. • Show existing/required survey monumentation. • Provide or restore existing pavement markings. • Show proposed driveway slopes. • Clarify location of power pole adjacent to proposed Lot 3. • Construct driveway aprons and show appropriate details. • Show proposed locations of required streetlights. • Show proposed locations of required "No Parking" signs. 9007.130C * Incorporated August 11, 1890 * Sister Cities International — Hekinan, Japan • Provide a detail of transition from new frontage to existing walk and curbs at 2050'St. S.W. and 880'Ave. W. • Show tree locations along Maplewood Dr. frontage. Is it possible to meander or relocate sidewalk to preserve trees or other vegetation? • Show required pavement widening on Maplewood Dr. When the revisions are complete, please return the attached redlined calculations and plans together with three sets of revised plans for additional review. It will be necessary to provide a construction cost estimate for City staff to determin ' e the Engineering Division fees and bonding requirements. If you have any questions, do not hesitate to contact me at 425.775.7744. Sincerely, ?ordon C. Hyde Development Services Engineer CC; Helleren Homes PO Box 584 Edmonds, WA 98020 FAX: John Bissell Baytown Design 425-348-0167 9007.DOC "'? C. 1891, 0 0 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020.- (425) 771-0220 - FAX (425) 771-0221 DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering May 12,1999 Joe Schmaus, President Classico Homes 745 Edmonds Street Edmonds, WA 98020 SUBJECT: Classico's Addition (1!-97= 6" Dear Mr. Schmaus: C "e 5 BARBARA FAHEY MAYOR Thank you for bringing to our attention the revised requirements and subsequent waiver for frontage improvements on the ab6ve-referenced project. Based upon that additional information, I am authorizing the release of $1,500 from the exis-tin g- frozen fund account. That will leave $9,750 for a maintenance bond, which cannot be released until - January 6,.2000. This amount represents fifteen percent of the original $65,000 performance bond. Thank you again for your patience in this matter. If you have any further questions, I am available at (425) 771-0220. Sincerely, 9-al" JAMES C. WALKER, P.E. City Engineer JCW/GCH/cmc Enclosure GAENGR%G0RDY%=hffmw2.D0C e Incorporated August 11, 1890 CITY OF EDMONDS BARBARA FAHEY MAYOR 121 STH AVENUE NORTH EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221 COMMUNITY SERVICES DEPARTMENT Public WorLec * Plannin /Buildin * Parks and R—r—inn e En ineerin e W-acte-later Treatment Pl- November 16, 1998 John Bissell 6320 Evergreen Way, Suite 213 Everett, WA 98203 SUBJECT: Frontage Improvements for Subdivision at 20509 Maplewood Drive Dear John, The concept of relocating-205 1h Street SW to avoid interference with the power poles is acceptable to the City. The developer Would be responsible for making sure that all driveways still met City standards and may need to relocate a fire hydrant. The City has received requests for additional traffic calming devices from neighbors in the vicinity of the proposed development. There may be opportunities to include traffic calming devices with relocation of the street that would be less expensive and more beneficial to all involved parties. Please call me at 771-0220 if you have any questions. Sincerely, James C. Walker City Engineer cc: Gordy Hyde CAW1ND0WS\TEMP\F20509M.doc In.corporated August 11, 1890 Baytown Design Group 6320 Evergreen Way Evereft, WA 98203 (425) 267-9400 ph (425) 348-0167 fax November 10, 1998 James Walker P.E., City Engineer City of Edmonds Engineering Division 121 5th Ave N Edmonds, WA 98020 RE: Predetermination for frontage improvements for a possible subdivision located at 20509 Maplewood Drive RECEIVED NoV 12 1998 ENGINIESIiNG We are investigating a possible subdivision of the property located at 20509 Maplewood Drive. The site is bounded on the west by Maplewood Drive, on the east by 88th Avenue West and on the south by 205th Street Southwest. We understand that a 5 foot sidewalk plus a I foot curb and 24 feet of asphalt paving will be required as ftontage improvement along 205th Street Southwest. In our case we need a predetermination on the plan for the location of the improvements for 205th St. SW. Currently, there are utility poles carrying power and phone along the north side of 205. The face of the poles are approximately 3.5 feet north of the edge of the asphalt. The pavement width is approximate 22.5 feet. Therefore, we need to add 6 feet of sidewalk and 1.5 feet of asphalt to ' meet mmunurn standards. Since the ,poles are located 3.5 feet from the asphalt this would require the relocation of the power poles. However, there is ample room for the required improvements on the south side of the night -of -way. There are a series of catch basins located on the south side of the street. These catch basins are all 5 feet from the south edge of the asphalt and appear to be designed to drain the entire roadway. Therefore, there is approximately 30 feet between the catch basins and power poles. The existing infrastructure appears to have been designed with the required improvements in mind. The catch basins do no touch the asphalt, but appear to drain the asphalt. Additionally, the catch basins are 30 feet south of the power poles, which is the needed improvement width. Therefore, we propose that the sidewalk be installed on the north side of the roadway, but south of the existing power poles. Then an additional 5 feet of asphalt could be added to the south side of the roadway to provide a 24 foot asphalt driving surface, and provide better drainage to the existing catch basins. It is crucial that we know in advance that this type of design will be allowed. We appreciate you providing us with this opportunity, and await you reply. Th you o Bissell, AIC Senior Planne�rC u_j cc Q i; 262. 30' Lu to 9' FROM PROPERTY LINE TO EDGE OF ASPHALT TYP N 89*2351 " W 3.5' FROM POWER POLE 592.84' 80. 00' - 1 80.00 Ez ITO EDGE OF ASPHALT TYP 80.0 Z1263�3.69 pp 80.00' 0 80.00' 80.00' 90 /0 N 89 25-19-- W Al ffl AY -7 7/7 3 —vl�- ic v, —%\ V, 1\, v, El 0 F-1 5' FROM EDGE OF ASPHAL T 205TH PLACE SW TO CA TCH BASIN TYP. SCALE: 1 " = 60' 98085 LEGEND. EXISTING POWER POLE EXISTING CATCH BASIN p-ff EXISTING ASPHALT LOT 25, PLAT OF MAPLEWOOD HILLS AS RECORDED IN VOLUME 10, PAGE 121, RECORDS OF SNOHOMISH COUNTY, STATE OF WASHINGTON. PROJECT MANAGM. BAYTOWN DESIGN GROUP - ATTN: JOHN BISSELL 6320 EVERGREEN WAY, SUITE 213 EVERETT, WA 98203 PHONE (425) 267-9400 Omm?. HELLEREN HOMES - ATTN: SVEN HELLEREN P. 0. BOX 584 EDMONDS, WA 98020 PHONE (425) 775-2631 -97E AIX)RES2 20509 MAPPLEWOOD DRIVE EDMONDS, WA 98020 INA, Windows 98 Printer Test Page Congratulations! If you can read this information, you have correctly installed your HP DeskJet 520 Printer. The information below descr . ibes.your printer driver and port settings. Printer name: HP DeskJet 520 Printer Printer model: HP DeskJet,5.20 Printer Driver name: DESKJETC.DRV Driver version: 4.00 Color support: Yes Port name: LPT1: Data format: EMF Files used by this driver: C:\WINDOWS\SYSTEM\msprint3.cat C:\WINDOWS\SYSTEM\DESKJETC.DRV C:\WINDOWS\SYSTEM\HPVCM.HPM C:\WINDOWS\SYSTEM\HPVIOL.DLL C:\WINDOWS\SYSTEM\HPVMON.DLL C:\WiNDOWS\SYSTEM\HPVRES.DLL (6.5.9.0) C:\WINDOWS\SYSTEM\HPCOLOR.DLL (3.10.068) C:\WINDOWS\SYSTEM\HPVUI.DLL C:\WINDOWS\SYSTEM\HPVDJC.HLP C:\WINDOWS\SYSTEM\COLOR\HPDESK.ICM This is the end of the printer test page. 30' c) 41 np At 8923'51 " W S;0,7 QA I 262.83' 80.00' 80.00 80.00' 9( 5' SIDEWALK 1' CURB 26,3.69' 99 .11, -1A- z 80.00, Al --4"W"ffY' 80.00' --- 80.00' 9( 0' FROM EDGE OF ASPHALT TO CA TCH BASIN TYP. LEGEND. EXIS77NG POWER POLE EX1ST7NG CATCH BASIN 711-w PROPOSED ASPHALT LEGAL DESCRIP710N. zuo PLACE SW PROJECT MANAGOt. BAYTOWN DESIGN GROUP — ATTN: JOHN BISSELL 6320 EVERGREEN WAY, SUITE 213 EVERETT, WA 98203 PHONE (425) 267-9400 O)wm. HELLEREN HOMES — ATTN: SVEN HELLEREN P.O. BOX 584 EDMONDS, WA 98020 PHONE (425) 775-2631 LOT 25, PLAT OF MAPLEWOOD HILLS SCALE. 1 60' AS RECORDED IN VOLUME 10, STE ADDRM- 98085 PACE 121, RECORDS OF SNOHOMISH 20509 MAPPLEWOOD DRIVE COUNTY, STATE OF WASHINGTON. EDMONDS, WA 98020 City of Edmonds PermitNo: RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: A. Address or Vicinity of Construction:—ZC75Z-'*' 5 7. 5. PV. -11�112ALEYVVOZ 4VE, I lep z?, B. Type of Work (be specific): P4A 7' c-1 771-1711 1>6.V 7- C. Contra c to r: # fZ1-E7--Ff;'V Z>GV 6LO A-/ &-A/ 7- Mailing Address: PO 80)e 374 EP 4- 0'VAD3,-,' State License #:-::5 1(&-N 14 C 61 C- D. Building Permit # (if applicable): I-111A Contact: Phone: /* S') -7 -76- 3 -76, -Z- Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): A//,+ E. Commercial Subdivision E] City Project [-J, EU.C. (PI)D, GTE, PSE, CHAMBERS, OVWD) "'�ly Multi-Fami 3`Singld*'F-am:il� F] Other INSPECTO WY17-C &e777" F. PAVEMENT: R-VE-S F1 NO G. SIZE OF CUT x H. Charge: $ CONCRETE CUT: E] YES -n NO I READ ANE IDEMNITY. Applicant understands by hislher signature to this application helshe holds the City of Edmonds harmlessfrom injuries, damages or claims of any kind.or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or em�p'loyees, including but not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND A CCEPTANCE OF THE WORK ESTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS COMPLETED B Y CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. * Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. * Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City- ipproved material prior to the end of the workday - NO EXCEPTIONS. * Three sets of construction drawings of proposed work are required with the permit application. I HA VE READ THE ABO VE STA TEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND A CKNO WLEDGE THATIM KE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS r 9 Signatu e.Z 14P-i� (!�&Vjz /C & e Date: (Contractor or Agent) CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING. WORK FOR CITY USE ONLY Approved -by:_ Right-of-way Fee: Time Authorize#,�,, -Yj oid A r. 7 ICO Disruption Fee/Fund 111:— ­ 1:'11"Ale, .' Az-'4A�J Special Conditions,: ff.r— AA0A9V&-50 Restoration Fee4 Total Fee: 70— Receipt No: Ide-3 / Issued bv:,. Q � t UPON COMPLETION OFPERMITTED WORK, AN ENGINEERING FINAL INSPECTi6N IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS. COMMUNITY DEVELOPMENT CODE. FINAL APPROVAL OF PERMITTED WORK. -1 INSPECTOR'S SIGNATURE DATE: For inspection requirements see Engineering Information Handout. SECTION 19, T.27 N.t R..4 E. W.M. SANITARY SEWER NOTES Lli 0 0 3�: Lij I L C) 1, 1 T Zl (D D Ell) c) '3 21 -1 c-') s P (A IN (A, 1\1 0, U­30602�i 0 0 2) ... ................. ............. ............................................ 10' :PUBLIC UTILITY EASEMENT ................ .......................................................... ................................. ............... . .............. _4 - PROPOSED r SINGLE FAMILY RESIDENCE PROPOSED PROPOSED A SINGLE FAMILY SINGLE FAMILY Ll RESIDENCE RESIDENCE EXISTING WNTER METER ----- - TO BE USED FOR LOT 1 6"PVC SANITARY ------ .................... SEv'VER..S . 8 ... (D... ............. ................. ................................... ....... 15' UTILITY EASEMENT 2.0% MIN. WRARY ..... .. .... * FOR LOTS 1, 2 AND 3 ................... P_R_0_P_0_S_E_D_ W,_A_TER SEWEq STUB 0 2.0% MIN. SERVICES — — — — — — — — — --- - T4(-, �_�l - _ . - - --------------- - -- CONNECT TO EXISTING SAN. SEWER TEE ----------------------------------- z ----- --------------- ------- --------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - ­4 ------- --------- ------ ... . . . . . . . . . . . . . . -------------- ---------- 8 SS V) _E MH#59 Lij TCP 394.93 1 " \ \ � I INV. 387.46 205th PLACE S.W. ) A 0 (AB) INV. 387.74-6- PVC (N) - \, I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7- - - r - - - - - - - - - - - - - - - - - - - - - - - - W ----I I w SD SD ' D SI) SD 0 w - _Z_ so -EX. FIRE HYDRANT 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE UNDERGROUND UTILITY LOCATION SERVICE SHALL BE CONTACTED FOR FIELD LOCATION PRIOR TO ANY CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. FOR UTILITY LOCATION IN SNOHOMISH COUNTY, CALL 1-800-424-5555. 2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT. 3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPEC11ON PRIOR TO AND DURING THE WORK. 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION OF THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR ROAD AND UTILITY CONSTRUCTION. 6. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTURBED SOIL AND BEDDED PER CITY STANDARD DETAILS. NATIVE MATERIAL CAN BE USED FOR BACKFILL PROVIDED SHARP ROCKS ARE KEPT OFF THE PIPE DURING THE BACK FILL PROCESS. 7. SIDE SEWERS SHALL BE INSTALLED ACCORDING TO CITY OF EDMONDS STANDARDS FOR SUCH INSTALLATION. 8. SIDE SEWER STUBS ON EACH LOT SHALL BE MARKED NTH A 2"X4" LOCATED AT THE END NTH PORTION ABOVE GROUND PAINTED WHITE WITH BLACK LETTERS LABELED "SEWER" WITH DEPTI-i. 9. LOCKING LAMPHOLE COVERS SHALL BE PLACED OVER CLEANOUTS AT THE RIGHT-OF-WAY SCALE 1"=20' AND AT ALL PROPERTY LINES. 10 0 30 �o WATER NOTES 1 . APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE UNDERGROUND UTILITY LOCATION SERVICE SHALL BE CONTACTED FOR FIELD LOCAT10N PRIOR TO ANY CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. FOR UTILITY LOCATION IN SNOHOMISH COUNTY, CALL 1-800-424-5555. 2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT. 3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION OF THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR ROAD AND UTILITY CONSTRUCTION. 6. ALL CONN�CTIONS TO EXISTING WATERMAINS TO BE ACCOMPLISHED BY THE CONTRACTOR. ALL NECESSARY EXCAVATION, BACK -FILL AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON SITE PRIOR TO NOTIFICATION TO CITY INSPECTOR TO SCHEDULE CONNECTIONS. 7. WATER SERVICES SHALL BE TYPE "K" SOFT COPPER TUBING PER CITY STANDARDS. ,71,Dl �IFAAW.,,14 2,2 EXP E NOTES: 1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND OWNERS RECOLLECT110N. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. CALL BEFORE YOU DIG: 1-800-424-5555 2. ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED DEPENDING ON EXISTING UTILITY LOCATIONS. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: affig CITY ENGINEER AS -BUILT WATER AND SANITARY SEWER SERVICE PLAN FOR HELLEREN DEVELOPMENT CO. IN NW1/4,SW1/4 OF SECTION 19,T.27 N.,R.4 E.,W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON 2. AS -BUILT 11-8-04 JKB 1. REVISED PER CITY REVIEW COMMENTS 7-13-04 RCN NOV 16 2004 SECTION 19, T.27 N., R.4 E.,W.M. GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE W.S.D.O.T. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND TO CITY STANDARDS. 2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220, EXT 1326) 24 HOURS IN ADVANCE FOR ALL INSPECTIONS OF THE SIDE SEWERS AND WATER SERVICES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MARKERS NTH THE LENGTH AND ULFIH OF THE LATERALS AND TEES INSCRIBED ON THE MARKERS, AND PRIOR TO BACKFILLING. 4. UPON COMPLETION OF THE SITE IMPROVEMENTS AND UNDERGROUND UTILITIES, THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE SEWER LATERALS OR TEES, WATER LINES OR OTHER PERTINENT INFORMATION. 5. UNDERGROUND WRING REQUIRED (PRIVATE). 6. WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH LOT. INCLUDING THE EXISTING HOUSES AND ALL METER BOXES SHALL BE INSTALLED AT THE PROPERTY LINE. 7. THE CONTRACTOR SHALL ARRANGE FOR TEST OF NEW WATER MAIN, SANITARY SEWER AND SEWER CONNECTIONS UNDER THE SUPERVISION OF THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. SANITARY SEWER LATERALS TO BE 6" P.V.C. CONFORMING TO SDR 35 (ASTM D 3034) STANDARDS. 8. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING NTH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS OPERATIONS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM LINE, RETENTION SYSTEM, ETC. WRITTEN ACCEPTANCE BY THE CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER. 11. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT ED11ION OF THE W.S.D.O.T./A.P.W.A. STANDARD SPECIFICATIONS AND CITY OF EDMONDS STANDARDS. 12. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY PRIOR TO PAVING. 13. THE TEMPORARY EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED PER CITY STANDARDS AND ECDC CHAPTER18.30 PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR IN SITE EROSION HAS PASSED. 14. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE ENGINEERING DIVISION. 15. ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF LOCATION. 16. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS LANDSCAPING/EROSION CONTROL MEASURES ARE EMPLOYED. 17. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12", 18", 24" & 36" INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMENT 1. 18. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO - SEEDER, OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS ENGINEERING DIVISION. THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE CITY OF EDMONDS. 19. PIPING SPECIFICATIONS AS NOTED. 20. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1 (ASPHALT COATED). 21. ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND UNDERGROUND POWER SHALL CONFORM TO STANDARD SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WITH THE CITY OF EDMONDS AND SNOHOMISH COUNTY P.U.D. STANDARDS. 22. REMOVE ALL DAMAGED PAVEMENT, RECOMPACT AND REPLACE WITH 2" OF CL. "B" ASPHALT CONCRETE PAVEMENT PRIOR TO PAVEMENT OVERLAY. 23. COMPACTION TESTS REQUIRED ON EACH LEVEL OF ROAD CONSTRUCTION (SUBGRADE, BASE, ACP). TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LAB AND REPORTS SHALL BE SUBMITTED TO THE CITY INSPECTOR. DETENTION PIPE SLOPE = 0.00% 3"xl" CORRUGATION 16 GAUGE ASPHALT COATED CMP 53'-72"CMP @ 0.00% - 9> 0 9- . I . .1 . b 0 0 F---------- I LID PLAN N. T. S. LADDER TOP ACCESS DETAIL N.T.S. FINISHED GRADE-, RESTRICTOR 8"CPEP 48" DIA.,TYPE 2 SOLID ROUND LOCKING LID - " " " ONCRETE TYPE S 6 XTENSION UNIT ONCRETE TYPE "N" 8" EDUCING FLAT SLAB UNIT OR 54" DIA. MANHOLE 36" CMP, 10 GA., 3" X 1" CORR. STANDARD GALVANIZED LADDER STEPS SHOP WELD 36" CMIP TO DETENTION PIPE AS SHOWN SEE PLAN FOR LOCATION PVC CAP (CAST IRON RING & COVER 0 FINISH GRADE IF IN PAVEMENT) REQ'D LENGTH PIPE 1'/8 BEND STORM DRAIN CLEAN -OUT DETAIL N. T. S. 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 OINTS SHALL BE EVERY 10 FEET AND DUMMY JOINTS EVERY 5 FEET. 4. THRU JOINTS SHALL HAVE 1/2- TO 5/8" WIDE PREMOLDED JOINT FILLER. 5. CONCRETE SHALL BE CLASS 3 - 3000 PSI. 6. FINISH SHALL BE LIGHT BROOM. 7. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MDISTFOR 72 HOURS. 8. ALL SIDEWAL<S POURED BEHIND CURB IN DRIVEWAY AREAS SHALL BE 6" THICK OVER 2" OF CSTC NTH SUBGRADE COMPACTED TO 957. MAXIMUM DENSITY. a., 0 w Z FACE OF FAVEMENT WIDTH VERTICAL CURB 51/2" 111R- 1/2"R 1/2"R 57%" 210 1 'R_ '61/2' 18" VERTICAL CURB NO SCALE 27-- SECTION DETAIL A -A NTS CURB AND CUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. DN R114G LOCKING COVER DROP CURB DRI\lEWAY LENGTH PIPE SANITARY SEWER CLEAN -OUT DETAIL N.T.S. 390.26 ELEV. _7-&9-6T 6" CMP ELBOW (TYP.) r4') 388.86 ELEV. -388-t-3- L\l___2.5" DIA. ORIFICE 3" (TYP.) 04 386.36 ELEV. BS BOTTOM OF DETENTION PIPE EL.=385.31 (ASI 1.0" DIA. ORIFICE RESTRICTOR N. T. S. DETEN71ON SYSTEM DETAIL (AS -BUILT) N. T. S. c, a) LOCKING LID OFFSET WHERE OPENIN3 IS DIRECTLY OVER LADDER AND RESTRICTOR IS VISIBLE AT ONE EDGE OF GRATE STD. POLYPROPYLENE STEPS- @ 12" O.C. (TYP.) all - v 390.26 LL. Z89-5'CT ---------------------- DETENTION PIPE SLOPE = 0.00% 3"xl" CORRUGATION 16 GAUGE ASPHALT COATED CMP 53'-72"CMP @ 0.00% 24" MIN. 2'-24"CMP 386.36 FLOW - 386.36 EL. _NWy.-6'5 INV. 1.0' DEAD STORAGE 24" CB 2 24" # TYPE 2 CATCH BASIN 48" DIA. (JOINT LOCATION VARIES) 392.46 TOP ELEV. 392--5±(F.S.) 6" MIN. Ld QL cl! ow V) 0 E V 390.26 OVERFLOW ELEV. 399-5�T- ALUMINUM ROD PIPE SUPPORT CLEANOUT/SHEAR GATE 8"CPEP 3" MIN CLEARANCE --CUT HOLE 1.0" DIA. IN 12 GA. PLATE AND WELD TO CMP CROSS. HOLE TO BE SHARP -EDGED, SHOP DRILLED. NO SCALE b 1/2- LIP OPE 1. 1'2 SL 6" CURB DRIVEWAY CURB TRANSITIONAL DETAIL FOR CURB AND GUTTER OR VERTICAL CURBS NOTE: A- IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT. DRIVEWAY APRON SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC AND COMPACTED GRADE. CONCRETE SHALL BE CLASS 3- 300OPSI APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY. CITY ENGINEER AS -BUILT ROAD AND STORM DRAINAGE NOTES & DETAILS FOR HELLEREN DEVELOPMENT CO. IN NW1/4,SW1/4 OF SECTION 19,T.27 N.,R.4 E.,W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON 2. AS -BUILT 11-8-04 JKB 1. REVISED PER CITY REVIEW COMMENTS 7-13-04 RCN SECTION 19, T.27 N., R.4 E.,Wl.M. co L 0 T 4 L 0 -f' -1 A, T_j s - -9 (A F, 1\1 D) 0 1 2 -1 D 0 -1 4) (A, 11 P, 1\1 0, c) Li 0 6 0 2 -5 0 ............................ .............. ............. .... .......... 10' :PUBLIC UTILITY EASEMEN"T ................................ .......................................... .......................... ....... ........................ ....... Lij Ld > PROPOSED < SINGLE FAMILY 3' MAX', RESIDENCE HEIGHT ROCFERY < < LAJ PROPOSED PROPOSED A SINGLE, FAMILY SINGLE FAMILY __j RESIDENCE RESIDENCE LLJ !2 (AB) 6"PVC STUB P"A., TYPE 2 48 1 /FOUNDATION LID TOP _1492-5T 392. 6 DRAIN ONLY INV. 385.5 O.'r� 390.26 386.36 (AB) CB#1 TYPE 1 Lli W/SOLID LID cl- ...... ...... .... ........ . - ---- ------------ TOP 3DDO±-- 389.54 < I * ..... ... . ............................... ...... ............................ ......... 6" P VC (N) 15' UTILITY EASEMENT !mn ......... . ............. ................. ...................... ........ INV. 38&.Tr 385.84 FOR LOTS 1, 2 AND 3 6"PVC STUB 6"PVC STUB INV. 385.73-8* CPEP (W) INV. 385.84-8* D.I. (SE) 6"PV� -- — — — — — — — — — — — — — — REMOVE AND RESTORE — — — — — — — — — — — EX. CURB AND SIDEWALK RkW L — — — — ---- — — — — — — — — — — — — — 30 — — — — — — — AS REQ'D TO INSTALL — — — — — — NEW STORM SYSTEM SDCO 6 "PV�A (AB) 55'- 72-CMP 0! (AB) 72'-��-8"CPEP 0.00% @ )E­ENTION PIPE (SEE D-__TAJ� ON SHT. 2) TOP ACCESS— EXISTING TOP -394-51 POLE TO JRE�_\ -------- 3:7 394.51 ----------- -------------------- ------ ---------------------------- - — — — — — — — — — — — — — — — — — — — — — — — EX. SIDEWALK %n 4 ----- — — — — — — — — — --- — — — — — — — — — — — — — — — — — L --------- 04 EX. 2"GAS EX. 8"SS r_ T . f =2 ........... . T — 7 E ff_l___-_-.______._ 1--. 6 7 fl _�EX. ASPHALT PAVEMENT S, INSTALL DROP CURB x DRI�XEWAY ENTRANCE PATCH EX. PVM'T Uj '205th PLACE S.W. (SEE�DETAIL ON SHT. 2) PER CITY OF EDMOND STD. PLAN E4.2 ---------------- �l ------------ -- ---- EX. 6"1 r -- — ------------------- r ------ ------------------ NATER w w 10 SD ,L) --T SD SD -- IF EX. FIRE \EX. CC. B. EX. C. B. EX. C. B. HYDRANT TOP=397.60 TOP=395.29 I INV=393.39-12"W TOP 386.90 INV=395.55-12"S INV=393.64-12"E INV. 385.02-12"W INV=395.47-12"E INV. 384.93-12"E A 1UV_Z84-rg�" � 0, INV. 385.20-8- NW (AB) I of 196Tt_�� <) 3: �SW S.R. 524 b24 li ot CASPERS ST z < All Ae, 0 h. T F_ uj 1 a. < co Do 1v 0) 0 MAIN ST < 41 — _r __ __ DAYTON ST 212TH 80 0 214 PINE ST vi 216th 21611 ST SW Al. /P7 .1 co 3' 2, OTH ST SW &j 4Q # < < # SCALE lfp=200 r 1 . 0 0 3 . 0 \ACINITY MAP 0 20 ROOF/FOUNDATION DRAIN NOTES 1. CONNECT ROOF DRAINS AND FOUNDATION DRAINS TO THE STORM DRAINAGE SYSTEM.- 2. ALL ROOF DRAINS AND FOUNDA11ON DRAINS TO BE 6"PVC @ 1.00% MIN. SLOPE. kl� OWNER/APPLICANT HELLEREN DEVELOPMENT CO. P.O. BOX 374 EDMONDS, WASHINGTON 98020 PH : 425-776-3762 ENGINEER/SURVEYOR CONTACT: ROB LONG LOVELL— SAUER LAND & ASSOCIATES, INC. 19400-33RD AVENUE W. SUITE 200 LYNNWOOD, WA. 98036 PH.: 425-775-1591 FAX: 425-672-7998 VERTICAL DATUM DATUM : CITY OF EDMONDS (M.L.L.W.) LEGAL DESCRIPTION. LOT 5, MAPLEWOOD PLACE, ACCORDING TO THE PLAT THEREOF RECORDED IUNDER AUDITOR'S FILE NO'. 199909085002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. INDEX OF DRAWINGS 1 OF 4 ROAD AND STORM DRAINAGE PLAN 2 OF 4 ROAD A�D STORM DRAINAGE NOTES AND DETAILS 3 OF 4 GRADING AND T.E. & S.C. PLAN 4 OF 4 WATER AND SANITARY SEWER PLAN APPRO VED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEER AS -BUILT ROAD AND STORM DRAINAGE PLAN FOR HELLEREN DEVELOPMENT CO. IN NW1/4,SW1/4 OF SECTION 19,T.27 N.,R.4 E.,W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON 2. AS -BUILT 11-8-04 JKB 1. REVISED PER CITY REVIEW COMMENTS 7-13-04 RCN NOV 16 2004