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pln20070020-Stonebridge-Engr-Req-07.17.07.pdfCITY OF EDMONDS ENGINEERING REQUIREMENTS FOR PLATS/PRDS Name:—STRONEBRIDGE File No.: PRD-07-20/P-07-21 (pIn20070021) Reviewed by: A.L.Chrisman I J McConnell July 17, 2007 Vicinity: 7723 220tt' ST SW Engineering Division date REQ'D REQ'D BOND COMPLETE PRIOR TO W/BLDG POSTED RECORDING PERMIT 1. RIGHTS OF WAY FOR PUBLIC STREETS: The proposed street within the plat shall be classified, paved X and dedicated to the City of Edmonds as a public street. The right-of-way width shall be a minimum of 40.00 feet, and the cul-de-sac right of way width shall be a minimum of 90.00 feet. .............. ............ The proposed street signaled as: 78 ................. . . . ..... .................................... X .............. . . --I......- .. .. .. .. . ............. ... . . ......... . ............... .. . .......... ..... ............................... . ..... ... .. . ............ ..................... ............. . . ..... .. . . ..................... .... ............. .... ... ...... ...... .. .. ... .... 2. EASEMENTS (CITY UTILITIES, PRIVATE ACCESS, OTHER UTILITIES). Provide all public and private easements as required. X .................... ". ­­ . . . .. .................................... .. .. .. ......... ............... . . . . Provide a 10.00 foot wide City storm easement between lots 5 ------- - - - - - ------- X ------------ 1.1-1 .. ................. ............... ....................... . ... ..... . ....... . . ......... .................. and 6 for an 18" storm line. ... ............................. ....... . ... . . .................. . ...... .................. ..... ­­­ . .. . ......... . . . . ............. .............. . .... ..................................... . ........... ............................ _­­­ ........ .. 3. STREET IMPROVEMENTS (ACP WITH CURBIGUTTER): 78TH PL W shall be paved a minimum of 22.0'feet wide and a X minimum of 35.0' for the cul-de-sac. ....... ........... . ...... . .............................................................. ......... I ............. ... . . ........ ........... ............... ............. ­ ............ .... ... ....... ........ I ........ ...... .............. ... ......................... For on street parking one side, add an additional 5.0' of right -of- X way and eliminate sidewalk 1 side. Crown of street shall be 12' from the face of the curb of the non sidewalk side. No on street parking permitted within the cul-de-sac. X --------- .......... .... ... ....... ........................................ concrete curb and gutter throughout the plat. ..­..........'­­.'.. ................. . . . X . . ........ ........... .I ....... ...... ..I .. . ...............I ........... ....... . . . ....... ......................... ............ . . . . ................. . . nstruct 18" concrete curb and gutter along 220t plat frontage ... I . .......... X ....... .................. ... ...... ............ . . ..... ...... . .... ...... . --------------- replace . ..... ... . . as required and or directed .by the City Engineer,.,............_.. . ......... ....... ... . . ............... . .......... ... . ......... ...... ..... ........ ..................... . . . ... ......... ....... . . .. .. . ........ Maximum street travel lane cross slope shall be 2%. X . .......... I ............. 1 1­1­11.1.11 1 1 ........ .... . .. gradeStreet shall not exceed 12%. . ... . ... ..... . ..... . ............... . ....... .... X ... ....... . ....... ............... .......... ......... ............. ..... I . ....... ........... . . ..... ....................... ....... . ...... ... . ........ . . . . ............. Entrance radius improvements to 78 W­ih_aill meet .. . ....... ­-'---'-'-----­'......'-...' .... X .............................. . .. ... ... ... ... ......... ............... ....... ........ . ..... ..... . ......... ..................... ... . .......... 2nnetrics and 30 . . ........ .............. . . . . ... . ................... .......... . ....... . . . ... . ......... Lots 3A, and 5 shall share a driveway entrance. X X .. . ........ . ..................... ..... . ................. .. . ................. . ........................ . . . ...... all share a driveway entrance. .... ..................... . ...... . . I -- ------------ ---------- --- ........ . ..... I ... . ................. ................ . .............. . .. ... . ......... . X .... . . ............. . X ............ . . ......................... ....... . ... . ....... . ... ............. ... .... ...... .................. ............... 4. STREET TURNAROUND: Construct a cul-de-sac within the plat per City Standards X 5. SIDEWALKS AND OR WALKWAYS: Construct five-foot wide concrete sidewalk to City standards X along ?2qlh.p.!qp . ..... . ............. ... ............................................... . ........................ . ........... . ................. ........... . .. . . ... . ................ . . .............. . ... . . ........... ..... .............. ........ . ............ ......... . Construct five-foot wide concrete sidewalk to City standards X ........... ...... . ..... . . . ... . ................ . . ­­ .............. ...... ....... . . . ..... _­'_' .......... ........ ...... I .... .... ... . ...... ..... ­­ ............... - .......... .............. Construct concrete curb ramps at the entrance to the plat and X as required throughout the plat per City standards. Truncated domes are required at street intersections. .... ... ..... .............................. .................................... .. ... . ..... ..... . . ......... ... ................ . 1* ....... ....... . .... ..... . ........... ....... --I ..... . . . ........ . . .................. ATTACHMENT 8 CADocurnents and SettingsNtaylor\Local SettingsWernporary Internet Fi1es10LK4Np1n20070021 StonebFidge prd-plt reqnints.doc form revised: I I /15/05 REQ'D REQ'D BOND COMPLETE PRIOR TO W/BLDG POSTED RECORDING PERMIT 6. STREET LIGHTS: Install street lighting within the plat. Spacing shall be X determined by a licensed Professional Engineer experienced in streetlighting: _.__.._.__._._._..-_...______,__....­.._._..._.........-....... -._........ _.......................... ._._........._... Light poles shall be PUD's standard 30' fiberglass. Install X underground wiring and wire poles for PUD's 110v/120w Cobra heads. 7. PLANTING STRIP N/A 8. WATER SYSTEM IMPROVEMENTS Install 4" ductile iron pipe water main. X ... .................... .................... . Relocate existing fire hydrant on 220'._S...........__._...._................ _...._......_.._._._...._......_......._._._........ ....... _._._.. _... X ....... __.........._...._......._.__.......__ .._._.............. ........ .-.....-_------ ---._...................._..._._......_..._..................................................._..........._............................................ _._....,._............... Provide water service to each lot ..... .__... ......_._.........._............._........__..... X .._...._............._.........._..................................................... ._._.._._. _._......__.... .-- ys----_--____.___.-._--.-.-•_.._-.__._.-.-._ Connectto publicwat t._.__._._._...._._._...__._._._._._._._._...._._._._._.___._____._______._..___....._...,._........___X ...__...............-...._..._..._.......-_......_________..-____._-______•._•___._.._._._._.................._._.....-. ..-....,_...____ ,-•-.-•-•---_.___._,_.__.._._._, ....... 9. SANITARY SEWER SYSTEM IMPROVEMENTS Install 8" sewer main X ..... _-.........__... ................._...._._._._.-.-.-.-..............._._.._............_..-..........__..-.-.-._....._-.-...............-............-...._...__............_..._............. - Provide new service laterals for each lof - - - ._._.........._ X .._._._...._........_._............... ..�._.-.�.._._�..........._....... ............ .... ...._...._._._._. ... .... ...... ....... ............ _....._.._._.._._......_...._._._._._.........._ ---_-------.___.....---_--_--•-_-_-_--._._......-.._..................................._....-..._.............-...._.............................._._._._....._........._ Connect to public sewer system ._... _.._...._.- X __._..__.,__._..__,._............ X 10. STORM SYSTEM IMPROVEMENTS For storm system design of 5000 sq. ft. or greater of impervious X area - a Stormwater Management report and plan is required. Compliance with ECDC 18.30 and 1992 Department of Ecology Stormwater Manual is required._ Per, Ord. 3013 Construct privately owned and maintained storm detention X system sized to provide adequate capacity for proposed single family dwellings and private access improvements in accordance with ECDC 18,30. Storm detention system shall be ................... ._......... .......... --•--...............................__........._._._............_...,.....,__...,.,_......._..._....,._.._..._..,.__......_.._...._...._................................................................................._.._........__.._.....•__................_. located on private property, Connect all new impervious surfaces to detention system. X X ......................................__........................................._._....._._._._.................•..__......_......._........._...._........._............_.......... ........... ......... ....... __._................_.___-__.�.--.,................_............,...,..........._..........._.._,_ Provide storm sewer service to all proposed lots. X ........ _....._.. ._,__.___.-.._............._......_-•-----------_. ........... ..... _........... _.................... .................. ... ... ... .... _............... ..... ......._._........ ...... ........_..... ..................................._.................................._._............_................ _ ._._......._..............................................__.........._.............---.......................... Connect to Public Storm system __........ w-..._.,..,............ X ,._', X 11. UNDERGROUND WIRING PER ORD. 1387 Required for all new services X X 12. EXCAVATION AND GRADING (PER IBC APPENDIX J, 2003 EDITION Submit a grading plan as part of engineered site plan. X X 13. SIGNAGE PER CITY ENGINEER All signs shall be vinyl letters and to City Standards. No silk X screened signs will be permitted. • Provide high intensity stop sign on 78�' PI W at the intecti rseon X of220" St SW _...._.__._......_...._._._._._._._._.__._._............_._.___......_._._...___.___._ ._........._...___._._.__._.__..•__ C:\Documents and SettingAtayloALocal SettingsWemporary Internet Files\0LK4\p]n20070021 Stonebridge prd-plt regmnts.doc form revised: 11/15/05 REQ'D REQ'D BOND COMPLETE PRIOR TO WIBLDG POSTED RECORDING PERMIT Provide "Street Ends" at the beginning of the plat. X .... ................. .......... ....... _............ .............. ......................... ..... ._...................._-...............................__...............................,..... ........... _..... ..... .............................. .......-...... Provide "No parking anytime" along both sides of plat road. X _ _..................._......_........._.....-........._........_._._.._.............._....................... ...........................,..,..,..,..,..,..,.......,..,.........................,.... .......,th................,......_..............._._...................._...._.................._..........__._.__............................ ............._...____.........,._,._,...,,.....,..,..,...........,..,..,.....,.._._.._..._.......•.......................... Provide Street signs designating the intersection of 220 St SW X & 78t" PI W ............................._---- _,_._................... .................. ........ -...._._......._......... ............... -..................... _.__..........._............................................. _..._.......... .............. ._._............... ..................... .._...... ........ --... ... ----_... -..... -.................... ._._ .._....... _....... _..... .._ Provide fire and aid address signage as required. X 14. SURVEY MONUMENTATION: Provide concrete monument and case at the right-of-way X intersection of proposed plat (781" PL W) and 220tt' St SW and within the slat as reauired. 15. AS -BUILT DRAWINGS PER CITY ENGINEER Required for all street and utility improvements. Provide an X X AutoCAD electronic copv and a hard copv to Citv. 16. OTHER REQUIREMENTS: a. Plat showing lots, easements, legals, survey information X ......... -......................_._._._._._._............._.__.._......-......._......_....._......._._._._._._._._._._._..._...._._......._._......_._._._..._._...._................__..._.................. b. Legal documents for each lot ....... ............................ ... ................. X ....... _... .............. _.-........ .............. .---- ------ ----- - -__...... ......... ....... .... .................... .... ._................... _............................. _._._._................................. _._...•--•-... -.............. ................................... .........._._._...._._..._. c. Field stake lot corners (by Professional Surveyor) .................... ..............._._._..._._..._._...................... X _...... ................... ................. ----..... - ... -- ...... ......... _... --..... -............. - ......................................................_..._......__._._...._._...._._...._................._._............._........._............._................................_............._...._.-_. d. Mainten....ance.......agreements....._._......_._._._._. ._...._._...._................................. ....... ............._._...... X ..... _.................. _............._......... _.._ ....... -....---- - ._....._ .......... _.... _........ _. ---........._..•......._...._...................._._........................_.............._._._._............_............._..._.................. ......._._._._._.....•..._............................._..........._._..._._._._._•_ e. Clustered mailbox location per Postmaster -._._.._._._.................... X ._......_._..................... _.......... ..... ......... _._...................... ........................ ----------- ----- -- _._._._...._-...._....__._._....__................................................__.._............................................___.--_-._._._...._._._. f. Lot driveway slopes must be identified on the development X ....•. _ ........ _. ..............._....---------- ---- plans as. -not exceed 14%:_...._._.__._._._._._._._._..._......_._._._._......_......_. g. Traffic Impact Analysis required .... . X __._._._........... ..._..._........._..._._._._._._._._._._._._._._...._.._._._.__._......_._.....__......_..._._.__.___._..._....._.._.__._._.__.._._._..._._........._..._._._._•...._._ _..... . h. Place thermoplastic crosswalk and stop bar at entrance to X . ..................._..........._._._._._._._ .........................._... _Pat per City. Standard dgtails._._._._......._..._._____........... _..... _______...._... ..... ... .................... ........... _............. _.... _..._-_-.__..._............ _..... __.............. .............. ................. _... .._.... 17. ENGINEERING FEES: a) Storm System Development charge (street only) $1365.32 X ____........._...._.................._._._._._..._._.......................... _................... ..........................................._._._._._...__.....__..__...._.___.__._._._._._._.-._........._......... b) Storm System Development charge (sfr) $428/lot X c) Sewer LID fees to be paid in full X .................................._...._._._................................._....... ---._._.........._._..---_-_-.._.__..__......_........................................._.-.-...-.-.-._..-•--•-•----.._...._._...._.........._._-._....._......_..._......-............. d) Sewer Connection fee (new lots only) $7301lot ................... .... ._.... X -........ ... ......... ...... ....... _. ... ......_.-._..__-........ ........ ...... ........._._. _...._......._..................._.....-..._........................................-......_.........._.__._._•_..__..• _ ... .... •..._...._...__- .......-.-_. e) Water meter fee (based on W) $550/meter --.-•--.--................................................................_._.........................................I._.. X ... -•..... ................. I .................. ......... .............. _.... _............................. . .Water Connection fee new lots onl $908/l......................'.__._..•_.....__......._._•_._._•_._._._._._._._._._._.._._._._._._._.__._._.. _ ._..... _..._y).__._._._______._._............. - of fl .......... _.. ___..... _. _. _._.._._. _. (............... .... _....... X ....................... _._......._._.._.... .... ... _._._._._........................._..... --�-----______.__..•..$8�._......................•_..___.._._...__._._._.__._._._._.__._.__._._._._._..__._._._._._..._._._..._._._._._._.._..._._._.._._...._._._._......_._._..__...._._._._._._._._._._._._._.__.._._.__...._. _.._.. _._.9)..�•- f# Trac IFee only)0 7211ot _. _..._............. Impact ee (__.._•...._.........._............•.....__....................... ...... . -. X _......._._......_...... -....... ........... ................ •-- ... •-- -.................. ._._._.__._..._._._....... . h) Plan .... .._..-._.........._.......__..._.__................._...................._.............................__.._......._..........._............_..........._.__.......•_...__.... i) Pfw inspection fee (2.2% of improvement costs)$ TBD --------------._._._.__......_..... X .......... ......._........... .... ...... ....... .... ........-___._._........_....... ......... _..._......... .......... _........ A. G. CFirisman /_7 McConnelr _ 7/17/07 ENGINEERING PROGRAM MANAGER, CITY OF EDMONDS DATE The Engineering requirements have been completed and the subdivision: can be recorded. Authorized for recording by: Date: C:1Docuntents and SettingsltayloALocal SettingsUemporary Internet Files10LK41p1n20070021 Stonebridge prd-plt regmnts.doc form revised: 11/15/05