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Home My WebLink AboutR-337227U ° o m o` m n a oN 6 00 s UW EF 4, Q u� W Fn o a s•_a'• MARES ^ 14' NW. (SEE CONTRACT) b•_0" =o 0 2L Q J r2r^ Vi � W CEMENT CONONEIE W Z ) /W LL PEOESTPoAN CURB (lTP oN 6 00 s UW EF 4, Q u� W Be ITEM (INCLUDES SDEWAU< RAMPS) s•_a'• MARES ^ 14' NW. (SEE CONTRACT) b•_0" =o r - ou Z CEMENT CONONEIE 0 (TV.) ) Z. PEOESTPoAN CURB (lTP 3 /B" EXPANSION J JOINT ( •i ( ENT CONCRETE SIDEWALK (MEN SP RED IN w iq a Ii q? Z 2 (n 5 w "1 PORTION OF THE S.E. 114, S.E. 114, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. OPTIONAL DRIVEWAY (BY OTHERS) CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE (TY PEDESTRIAN CURB PJ RAMP WITH 1211:1V SLOPE (TYP.) CEMENT CONCRETE DEPRESSED SIDEWALK CURB & GUTTER (SEE NOTE 3) TYPE 1 ISOMETRIC VIEW SEE SHEET 3 CEMENT CONCRETE SIDEWALK LONG. 3 & GUTTER NOTE 3) E NOTES 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F -3) with 3/8" joint filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum apacing when driveway widths exceed 30'. See Std. Plan F -3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. Avoid placing drainage structures, junction boxes or other CEMENT CONCRETE DRIVEWAY ENTRANCE obstructions in front of driveway entrances. TYPES 1, 2, 3, & 4 5. Man driveway approaches are constructed in a commercial zone, the concrete driveway entrance shall be thickened from 6 Inches to 10 inches. This includes concrete approach Types 1 -4, Sheet 1 OF 6 sidewalks constructed behind the driveway apron, and the curb and - gutter associated with each driveway approach. 1 Om ADOPTED CITY OF RMTON ♦ 4fiw C ,= BOMBARD EST DA PLANS LSE NR0 re: a4/04 s /oa sn,zno: 1. ar Noe. e. Noe - mom oev JF DWG. NAME: F004 SP PAGE: F004 DATE REVISK)N BY APPR PRELIMINARY PLAT APPROVAL CONDITIONS MITIGATION MEASURES: Be ITEM (INCLUDES SDEWAU< RAMPS) s•_a'• MARES ^ 14' NW. (SEE CONTRACT) b•_0" r CEMENT CONONEIE CONTRACT) (TV.) ) PEOESTPoAN CURB (lTP 3 /B" EXPANSION J JOINT ( •i ( ENT CONCRETE SIDEWALK (MEN SP RED IN 1£M i RAMP W1TN I'1N:1V SEE NOTE 1 CEMENT C.M. SLOPE (TW.) B CURB k GOTTEN PLAN wEW (SEE NOTE 3) CEMENT CONCRETE OBLPAY ENTRANCE NOT to SCALE TYPE I 6,-0, VARIES - la' MIN. 6' -0• RAMP (SEE CONTRACT) RAMP CEMENT CONCRETE PEDESTRIAN CURB (Tm) m� CEMENT CONCREI£ 3/S" EXPANSION JOINT SIDEWNK (SEE SM. PLAN F-3) MCTBN O DEPRESSED 1 /TR( PJ ER CRS oGO (SZ NmC 3) VARIES 2K 3/8 EXPANSION MINT (TIP.) (SEE SID. PLAN F -3) - sECllOry O (BY oTHEas) (BY OTHERS) CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 3 OF 6 RY DOPTED 'r' CTfY OF RENTON a a SfpNRARD PLANS O isr DATE: oN /oa DATE REVISION BY APPR DWG. NAME: F004 -2 SP PAGE: F004.2 PRELIMINARY PLAT APPROVAL CONDITIONS MITIGATION MEASURES: I' -d' 2'- 7 "1W 1. THE APPLICANT SHALL COMPLY WITH THE CONDITIONS IMPOSED BY THE ENVIRONMENTAL REVIEW COMMITTEE (ERC). 2. THE APPLICANT SHALL RESOLVE THE ADVERSE POSSESSION QUESTION OR INCLUDE THE ADDITIONAL OWNERSHIP ENTITIES ON ANY PLAT DOCUMENTS REQUIRING THE APPROVAL OR SIGNATURES OF PROPERTY OWNERS AFFECTED BY THE PLATTING DECISION. 3. THE APPLICANT SHALL REPLACE THE WESTERN RED CEDAR ON THE LANDSCAPE PLAN WITH A SHORTER MATURE HEIGHT VARIETY ON THE FINAL LANDSCAPE PLAN TO BE SUBMITTED PRIOR TO THE RECORDING OF THE FINAL PLAT. THE SA71SFAC77ON OF THIS REQUIREMENT IS SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES PROJECT MANAGER PRIOR TO FINAL PLAT. 4. THE APPLICANT HA PR SIGHT SHALL PROVIDE A SGH OBSCURING LANDSCAPE PLAN ALONG THE NORTH SIDE OF TRACT A. THIS IS REQUIRED IN ORDER TO PROVIDE A VISUAL BUFFER BETWEEN THE DETENTION FACILITY AND SUNSET BOULEVARD. THIS IS RECOMMENDED AS A CONDITION OF PRELIMINARY PLAT APPROVAL AND FOR THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES DIVISION. 5. THE APPLICANT SHALL PROVIDE WRITTEN RESPONSE FROM DIABLO- SEATTLE AND OLYMPIC REGARDING PROJECT IMPACT ON THEIR EASEMENTS PRIOR TO THE ISSUANCE OF CONSTRUCTION PLANS. THE SATISFACTION OF THIS REQUIREMENT IS SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES PROJECT MANAGER PRIOR TO RECORDING OF THE FINAL PLAT. 6. A HOMEOWNER'S ASSOCIATION OR MAINTENANCE AGREEMENT SHALL BE CREATED CONCURRENTLY WITH THE RECORDING OF THE FINAL PLAT IN ORDER TO ESTABLISH MAINTENANCE RESPONSIBILITIES FOR ALL SHARED PRIVATE IMPROVEMENTS OF THIS DEVELOPMENT. A DRAFT OF THE DOCUMENT(S) SHALL BE SUBMITTED TO THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION FOR REVIEW AND APPROVAL BY THE CITY ATTORNEY AND PROPERTY SERVICES SECTION PRIOR TO THE RECORDING OF THE FINAL PLAT. 7. THE APPLICANT SHALL ESTABLISH A MAINTENANCE AGREEMENT FOR THE SHARED PRIVATE ACCESS EASEMENTS. ADDITIONALLY, THE APPLICANT SHALL INSTALL A "PRIVATE ROAD" SIGN INDICATING ADDRESSES SERVED FROM THE PRIVATE STREET AT THE INTERSECTION OF THE PRIVATE STREET AND THE PROPOSED 42 -FOOT INTERNAL PUBLIC STREET. B. THE APPLICANT SHALL BE REQUIRED TO HAVE ALL UTILITY MAINTENANCE AGREEMENTS AND EASEMENTS IN PLACE PRIOR TO OR IN CONJUNCTION WITH FINAL PLAT APPROVAL. THIS CONDITION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES DIVISION. 9. ALL BUILDING LOTS SHALL BE DEVELOPED WITH DETACHED SINGLE- FAMILY HOMES. NO RESIDENTIAL DWELLINGS ARE TO BE CONSTRUCTED ON TRACTS OR PARCELS. THIS CONDITION SHALL BE RECORDED ON THE FACE OF THE PLAT. AMCNOR SOCT F FATTERU PER N.D. °.18'X FULL DEPTLI Q(y. U. PEDE5TAL EXPANSION JOIIJT TEMPLATE. i 613Il9C�P.9 X. _ MIN. 5' -d' CLEAR V! EO Q3 � r9 0 M W .. c D°0o W (7 �JW� 0�jZ �QO�X�mU T O �O / W % IL //l/LV ILL /n l 1� • t0 MOUMT ON PEDESTAL PROVIDED WrM N.D.C. -- . - - - -i CIA. UNIT. -- PLANOV SPRING WIDft! OTO VgRIA6LE 318" x FULL DEF11J EXPANSION JOINT. WALK t S I Lo SIDE VIEW NOTE5 1. INSTALLATION OF N.D.C.B.U. INCLUDING CONSTRUTION OF DASE WILL DE OVr-F: 5Y U.5. POSTAL 5F2VICE'.. NEIGN5URN0<)D DELIVERY AMC) COLLECTIOU 5OX UN IT SECURITY CLUSTER BOX UNITS TYPE I, TYPE II AND TYPE 111 OR APPROVED EQUAL U.S.P.O. Neighborhood Delivery end Collection Be. Unit (Mailbwd Itultellatio, ADOPTED CITY OF RENTON ILST DAao PLANS 'ptiN,tp� IST DATE:1 -Aug$7 DWG NAME: BE 06 SP PAGE: H026 DETERMINATION OF NON — SIGNIFICANCE — MITIGATED MITIGATION MEASURES (ISSUED BY ERC.) 1. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (TESCP) DESIGNED PURSUANT TO THE DEPARTMENT OF ECOLOGY'S EROSION AND SEDIMENT CONTROL REQUIREMENTS, OUTLINED IN VOLUME II OF THE 2001 STORMWATER MANAGEMENT MANUAL AND PROVIDE STAFF WITH A CONSTRUCTION MITIGATION PLAN PRIOR TO ISSUANCE OF CONSTRUCTION PERMITS. THIS CONDITION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES DIVISION. 2. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT DATED JUNE 24, 2005 AND PREPARED BY EARTH CONSULTANTS, INC. 3. THIS PROJECT SHALL BE SUBJECT TO THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL LEVEL 2 FLOW CONTROL AND BASIC WATER QUALITY TREATMENT. 4. THE APPLICANT SHALL PAY THE APPROPRIATE FIRE MITIGATION FEE BASED ON A RATE OF $488.00 PER NEW SINGLE- FAMILY LOT PRIOR TO THE RECORDING OF THE FINAL PLAT. 5. THE APPLICANT SHALL PAY THE APPROPRIATE TRAFFIC MITIGATION FEE BASED ON $75.00 PER EACH NEW AVERAGE DAILY TRIP ASSOCIATED WITH THE PROJECT PRIOR TO THE RECORDING OF THE FINAL PLAT. 6. THE APPLICANT SHALL PAY THE APPROPRIATE PARKS MITIGATION FEE BASED ON $530.76 PER NEW SINGLE- FAMILY LOT PRIOR TO THE RECORDING OF THE FINAL PLAT. 7. THE APPLICANT SHALL HAVE A NOTE PLACED ON THE FACE OF 774E PLAT ADVISING POTENTIAL PURCHASERS OF LOTS AND /OR HOMES THAT A HIGHER THAN NORMAL RISK MAY BE INCURRED DUE TO THE PROXIMITY OF AN UNDERGROUND GAS TRANSMISSION PIPELINE AND OVERHEAD ELECTRICAL TRANSMISSION LINES. THE LANGUAGE OF THE NOTE SHALL BE APPROVED BY THE CITY ATTORNEY PRIOR TO THE RECORDING OF THE PLAT. R- 331221 - 337a RECOMMENDED FOR APPROVAL RY. BY: • 1"1 • � Vi W�.ti 3 O IL r I Q m m J N EL v Z X 2 LL i Z Qrn 2 aWcnvm WW Omi° WDa D�31n W W]WQ" W O(0 =)w ¢�ami�0 /1^ Q Q m (A LL IL U$2 0 d PROJECT NO.: 12007 DRAWN BY: JF ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 GRADING DETAILS AND NOTES 06085DT02— C09— REV.OWG C09 SHEET 9 OF 29 � l � � Fd ° .a 3 d If ° D OI,ND� Jz> ' N s•_a'• MARES ^ 14' NW. (SEE CONTRACT) b•_0" r CEMENT CONONEIE PEOESTPoAN CURB (lTP 3 /B" EXPANSION J JOINT ( •i ( (MEN SP RED IN 1£M i 1. THE APPLICANT SHALL COMPLY WITH THE CONDITIONS IMPOSED BY THE ENVIRONMENTAL REVIEW COMMITTEE (ERC). 2. THE APPLICANT SHALL RESOLVE THE ADVERSE POSSESSION QUESTION OR INCLUDE THE ADDITIONAL OWNERSHIP ENTITIES ON ANY PLAT DOCUMENTS REQUIRING THE APPROVAL OR SIGNATURES OF PROPERTY OWNERS AFFECTED BY THE PLATTING DECISION. 3. THE APPLICANT SHALL REPLACE THE WESTERN RED CEDAR ON THE LANDSCAPE PLAN WITH A SHORTER MATURE HEIGHT VARIETY ON THE FINAL LANDSCAPE PLAN TO BE SUBMITTED PRIOR TO THE RECORDING OF THE FINAL PLAT. THE SA71SFAC77ON OF THIS REQUIREMENT IS SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES PROJECT MANAGER PRIOR TO FINAL PLAT. 4. THE APPLICANT HA PR SIGHT SHALL PROVIDE A SGH OBSCURING LANDSCAPE PLAN ALONG THE NORTH SIDE OF TRACT A. THIS IS REQUIRED IN ORDER TO PROVIDE A VISUAL BUFFER BETWEEN THE DETENTION FACILITY AND SUNSET BOULEVARD. THIS IS RECOMMENDED AS A CONDITION OF PRELIMINARY PLAT APPROVAL AND FOR THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES DIVISION. 5. THE APPLICANT SHALL PROVIDE WRITTEN RESPONSE FROM DIABLO- SEATTLE AND OLYMPIC REGARDING PROJECT IMPACT ON THEIR EASEMENTS PRIOR TO THE ISSUANCE OF CONSTRUCTION PLANS. THE SATISFACTION OF THIS REQUIREMENT IS SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES PROJECT MANAGER PRIOR TO RECORDING OF THE FINAL PLAT. 6. A HOMEOWNER'S ASSOCIATION OR MAINTENANCE AGREEMENT SHALL BE CREATED CONCURRENTLY WITH THE RECORDING OF THE FINAL PLAT IN ORDER TO ESTABLISH MAINTENANCE RESPONSIBILITIES FOR ALL SHARED PRIVATE IMPROVEMENTS OF THIS DEVELOPMENT. A DRAFT OF THE DOCUMENT(S) SHALL BE SUBMITTED TO THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION FOR REVIEW AND APPROVAL BY THE CITY ATTORNEY AND PROPERTY SERVICES SECTION PRIOR TO THE RECORDING OF THE FINAL PLAT. 7. THE APPLICANT SHALL ESTABLISH A MAINTENANCE AGREEMENT FOR THE SHARED PRIVATE ACCESS EASEMENTS. ADDITIONALLY, THE APPLICANT SHALL INSTALL A "PRIVATE ROAD" SIGN INDICATING ADDRESSES SERVED FROM THE PRIVATE STREET AT THE INTERSECTION OF THE PRIVATE STREET AND THE PROPOSED 42 -FOOT INTERNAL PUBLIC STREET. B. THE APPLICANT SHALL BE REQUIRED TO HAVE ALL UTILITY MAINTENANCE AGREEMENTS AND EASEMENTS IN PLACE PRIOR TO OR IN CONJUNCTION WITH FINAL PLAT APPROVAL. THIS CONDITION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES DIVISION. 9. ALL BUILDING LOTS SHALL BE DEVELOPED WITH DETACHED SINGLE- FAMILY HOMES. NO RESIDENTIAL DWELLINGS ARE TO BE CONSTRUCTED ON TRACTS OR PARCELS. THIS CONDITION SHALL BE RECORDED ON THE FACE OF THE PLAT. AMCNOR SOCT F FATTERU PER N.D. °.18'X FULL DEPTLI Q(y. U. PEDE5TAL EXPANSION JOIIJT TEMPLATE. i 613Il9C�P.9 X. _ MIN. 5' -d' CLEAR V! EO Q3 � r9 0 M W .. c D°0o W (7 �JW� 0�jZ �QO�X�mU T O �O / W % IL //l/LV ILL /n l 1� • t0 MOUMT ON PEDESTAL PROVIDED WrM N.D.C. -- . - - - -i CIA. UNIT. -- PLANOV SPRING WIDft! OTO VgRIA6LE 318" x FULL DEF11J EXPANSION JOINT. WALK t S I Lo SIDE VIEW NOTE5 1. INSTALLATION OF N.D.C.B.U. INCLUDING CONSTRUTION OF DASE WILL DE OVr-F: 5Y U.5. POSTAL 5F2VICE'.. NEIGN5URN0<)D DELIVERY AMC) COLLECTIOU 5OX UN IT SECURITY CLUSTER BOX UNITS TYPE I, TYPE II AND TYPE 111 OR APPROVED EQUAL U.S.P.O. Neighborhood Delivery end Collection Be. Unit (Mailbwd Itultellatio, ADOPTED CITY OF RENTON ILST DAao PLANS 'ptiN,tp� IST DATE:1 -Aug$7 DWG NAME: BE 06 SP PAGE: H026 DETERMINATION OF NON — SIGNIFICANCE — MITIGATED MITIGATION MEASURES (ISSUED BY ERC.) 1. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (TESCP) DESIGNED PURSUANT TO THE DEPARTMENT OF ECOLOGY'S EROSION AND SEDIMENT CONTROL REQUIREMENTS, OUTLINED IN VOLUME II OF THE 2001 STORMWATER MANAGEMENT MANUAL AND PROVIDE STAFF WITH A CONSTRUCTION MITIGATION PLAN PRIOR TO ISSUANCE OF CONSTRUCTION PERMITS. THIS CONDITION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES DIVISION. 2. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT DATED JUNE 24, 2005 AND PREPARED BY EARTH CONSULTANTS, INC. 3. THIS PROJECT SHALL BE SUBJECT TO THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL LEVEL 2 FLOW CONTROL AND BASIC WATER QUALITY TREATMENT. 4. THE APPLICANT SHALL PAY THE APPROPRIATE FIRE MITIGATION FEE BASED ON A RATE OF $488.00 PER NEW SINGLE- FAMILY LOT PRIOR TO THE RECORDING OF THE FINAL PLAT. 5. THE APPLICANT SHALL PAY THE APPROPRIATE TRAFFIC MITIGATION FEE BASED ON $75.00 PER EACH NEW AVERAGE DAILY TRIP ASSOCIATED WITH THE PROJECT PRIOR TO THE RECORDING OF THE FINAL PLAT. 6. THE APPLICANT SHALL PAY THE APPROPRIATE PARKS MITIGATION FEE BASED ON $530.76 PER NEW SINGLE- FAMILY LOT PRIOR TO THE RECORDING OF THE FINAL PLAT. 7. THE APPLICANT SHALL HAVE A NOTE PLACED ON THE FACE OF 774E PLAT ADVISING POTENTIAL PURCHASERS OF LOTS AND /OR HOMES THAT A HIGHER THAN NORMAL RISK MAY BE INCURRED DUE TO THE PROXIMITY OF AN UNDERGROUND GAS TRANSMISSION PIPELINE AND OVERHEAD ELECTRICAL TRANSMISSION LINES. THE LANGUAGE OF THE NOTE SHALL BE APPROVED BY THE CITY ATTORNEY PRIOR TO THE RECORDING OF THE PLAT. R- 331221 - 337a RECOMMENDED FOR APPROVAL RY. BY: • 1"1 • � Vi W�.ti 3 O IL r I Q m m J N EL v Z X 2 LL i Z Qrn 2 aWcnvm WW Omi° WDa D�31n W W]WQ" W O(0 =)w ¢�ami�0 /1^ Q Q m (A LL IL U$2 0 d PROJECT NO.: 12007 DRAWN BY: JF ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 GRADING DETAILS AND NOTES 06085DT02— C09— REV.OWG C09 SHEET 9 OF 29 � l � � Fd ° .a 3 d If ° D OI,ND� Jz> ' N PROJECT NO.: 12007 DRAWN BY: JF ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 GRADING DETAILS AND NOTES 06085DT02— C09— REV.OWG C09 SHEET 9 OF 29 � l � � Fd ° .a 3 d If ° D OI,ND� Jz> ' N