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Home My WebLink AboutzR-3751 SetN M T T F_ F_ CC O U) F_ 0 O U Y W w Ir U } Q A PORTION OF THE NE 1/4, NW 1/4, SECTION 3, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON MAY CREEK COURT SHORT PLAT RENTON, WASHINGTON LEGAL DESCRIPTION: LAND USE PERMIT # LUA13-001464 SHPL-A PER FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE REPORT FILE NUMBER 7 4209-2116723, DATED JUNE 26, 2013. THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTH AND EAST OF THE RENTON—NEWCASTLE ROAD AS LOCATED ON JULY 1, 1943; EXCEPT THE SOUTH 135 FEET THEREOF AS MEASURED ALONG THE EAST LINE OF SAID PREMISES; EXCEPT THE NORTH 530 FEET IN WIDTH OF SAID PREMISES; EXCEPT THE PORTION CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON FOR HIGHWAY PURPOSES AS RECORDED IN DEED UNDER RECORDING NUMBER 20050725003150. TAX PARCEL NUMBER: 032305-9005-1 SITE ADDRESS: 2530 DUVALL AVENUE NE, RENTON, WA 98059 S 88.28'41" E 829.11' R=602.96' C,O A=52.07'25" q� L=548.53' FOUND MON. C'QF IN CASE \A 1 I � I L NMRID uox Z N CASE POWER: PUGET SOUND ENERGY (PSE) W PUGET SOUND ENERGY (PSE) PHONE: QWEST z c W WATER DETAILS (NOT LOCATABLE) I¢ 20050725003150 RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS J 435.93 J _ SQUARE FEET TO DISTURBANCE muxo Flax O N aISE I I 20070406000102 CALL 811 BEFORE YOU DIG! R=575.43' 0=06'38'37" L=66.72' S NE Rp?0R JEN9�p5 o�vPI\- �Gp Px �o r VICINITY MAP PROJECT LOCATION NE 25th STREET FIELD AVE. NE NE 24th ST. NE 24th ST. NE 24th STREET Li z W Z W Q J J N TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY HANSEN SURVEYING; OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. WATER: CITY OF RENTON SEWER: CITY OF RENTON POWER: PUGET SOUND ENERGY (PSE) GAS: PUGET SOUND ENERGY (PSE) PHONE: QWEST CABLE: COMCAST SERVICES: WATER DETAILS FIRE: CITY OF RENTON FIRE DEPARTMENT SCHOOL: RENTON SCHOOL DISTRICT BENCH MARK: EASEMENT TABLE: VERTICAL DATUM: NAVD 1988 (CITY OF RENTON) PER FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE REPORT FILE NUMBER CITY OF RENTON CONTROL POINT NO. 1841 20367885-410—MP2, DATED AUGUST 9, 2013. FOUND 2" FLAT BRASS DIS K IN CASE AT THE CONSTRUCTED INTERSECTION OF NE 20TH PLACE AND DUVALL AVE NE ELEVATION= 426.41 FEET CITY OF RENTON CONTROL POINT NO. 2097 SCRIBED "X" IN ROCK, SET 1.4' BELOW GRADE, IN A STANDARD MONUMENT CASE AT INTERSECTION OF SE MAY VALLEY ROAD AND 148TH AVENUE SE. IT IS SET ON THE CENTERLINE OF 148TH AVENUE SE AND IS ON THE EXTENDED SOUTH EDGE OF MAY VALLEY ROAD. ELEVATION= 327.80 FEET OFFE ENGINEERS Gam'.° •pt �r9 13932 SOUTHEAST 159TH PLACE - RENTON, WASHINGTON 98058 PHONE: 425-260-3412 yo•�Fc 27a . CONTACT: DARRELL OFFE, P.E. fsl.......... ��' 09/17/2014 NO. ITEM IMPERVIOUS AREAS: 5 5717954 EXISTING = 5,343 SQUARE FEET SEWER DETAILS DEVELOPED = 17,691 SQUARE FEET NE 25th STREET 10 WATER DETAILS (NOT LOCATABLE) 6'51" E 20050725003150 RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS 12 435.93 SITE AREA = 251,189 SQUARE FEET TO DISTURBANCE AREA = 78,300 SQUARE FEET z 20070406000102 CITY OF RENTON PUBLIC AND PRIVATE UTILITY EASEMENT Lu (SHOWN HEREON) z z NE 24th STREET a FOUND MON. IN CASE LLLI N 01.24'20" E 0.70' LL BENCH MARK: EASEMENT TABLE: VERTICAL DATUM: NAVD 1988 (CITY OF RENTON) PER FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE REPORT FILE NUMBER CITY OF RENTON CONTROL POINT NO. 1841 20367885-410—MP2, DATED AUGUST 9, 2013. FOUND 2" FLAT BRASS DIS K IN CASE AT THE CONSTRUCTED INTERSECTION OF NE 20TH PLACE AND DUVALL AVE NE ELEVATION= 426.41 FEET CITY OF RENTON CONTROL POINT NO. 2097 SCRIBED "X" IN ROCK, SET 1.4' BELOW GRADE, IN A STANDARD MONUMENT CASE AT INTERSECTION OF SE MAY VALLEY ROAD AND 148TH AVENUE SE. IT IS SET ON THE CENTERLINE OF 148TH AVENUE SE AND IS ON THE EXTENDED SOUTH EDGE OF MAY VALLEY ROAD. ELEVATION= 327.80 FEET OFFE ENGINEERS Gam'.° •pt �r9 13932 SOUTHEAST 159TH PLACE - RENTON, WASHINGTON 98058 PHONE: 425-260-3412 yo•�Fc 27a . CONTACT: DARRELL OFFE, P.E. fsl.......... ��' 09/17/2014 NO. ITEM RECORDING NUMBER NOTES 5 5717954 RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS 8 SEWER DETAILS (NOT LOCATABLE) 6 4380634 RESERVATIONS AND EXCEPTIONS 10 WATER DETAILS (NOT LOCATABLE) 9 20050725003150 RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS 12 LANDSCAPE PLAN (NOT LOCATABLE) 10 20050725003157 KING COUNTY RIGHT OF WAS EASEMENT (SHOWN HEREON) 11 20070406000102 CITY OF RENTON PUBLIC AND PRIVATE UTILITY EASEMENT (SHOWN HEREON) CONTACT INFORMATION DEVELOPER/OWNER: VINEYARD CONSTRUCTION, LLC ATTN: BOB WENZL P.O. BOX 6127 BELLEVUE, WASHINGTON 98008 OFFICE PHONE: 206-714-6707 bob@belmonthomeswo.com ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-988-0292 dorrell.offe®comcast.net SURVEYOR: HANSEN SURVEYING ATTN: RODENY HANSEN, PLS 17701 108TH AVENUE SE, PMB 208 RENTON, WASHINGTON 98055 OFFICE NUMBER: 425-235-8440 hansensurvey®comcast.net TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET 2 LAYOUT 3 GRADING / EROSION CONTROL 4 - EROSION CONTROL DETAIL & NOTES 5 ROAD / STORM PLAN & PROFILE 6 DETAILS/NOTES 7 SEWER PLAN & PROFILE 8 SEWER DETAILS / NOTES 9 WATER PLAN & PROFILE 10 WATER DETAILS / NOTES 11 TOPOGRAPHIC SURVEY 12 LANDSCAPE PLAN LO -1 HANSEN SURVEYING x�m 18 CITY 0 F °m°raix SCALE noRQ°MrN: wa l°100 " D.L OFFE, P.E. RENTON NNNE D.L OFFE, P.E. m! DATUM ��+� Planning/Building/Public Works Dept. • xJf tt!E Nal REVISION BY DATE APPR R-315101 RECOMMENDED FOR APPROVAL By: /�'h� Date: 9/yam By:�y (f Date: q- �I_2Uj q By: Date: By: Date: MAY CREEK COURT SHORT FLAT VINEYARDS CONSTRUCTION, LLC COVER SHEET 2530 DUVALL AVENUE NE CD 12-3�S"/0/ 09/17/2014 C4 C'7 T O O T Q J 0- frO U) crI 0 Y W Lu It Q A PORTION OF THE NE1/4, NW1/4, SECTION 3, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON KCSW MANUAL SEC. C.2.1.2 S 88.28'41" E 829.11' 278.18' — — — — ♦♦ 11 — -- 282.00' -- -- — 7— R=602 ' -- -- -- -- -- \ 1 / ♦ 1 I ♦ 1 / ♦ 1 810 ♦ 1 ROSH UPRE FL / \ 11 Np,SNE56,gA5 50 I I I ` R=602.96' 11 DISPERSION TRENCH FLOWPATH / L=52'07'25" N \ L=548.53' 1 �, SEE SHEET 5 FOR DISPERSION / 1 1 � TRENCH LOCATIONS / 1 �• / 1 1 I TRACT A OPENFEETACE (6B%) I \ 1 50' / 17j,951 SOUARE \ 1 g0' ry/ \ 11 �vj 9d1i9 /92� THE BLACKBERRIES WITHIN THE 50'x100' FLOW PATH AREA 1 / Tye, F012 SHALL BE REMOVED AND REPLANTED WITH NATIVE SPECIES OF 1 > > / ,4LL D5P l� THE BLACKBERRIES WITHIN THE 50'x100' FLOW PATH AREA 't TREES, SHRUBS, AND GROUND COVER FROM TABLE C.2.1.6 KCSWDM. \ I SHALL BE REMOVED AND REPLANTED WITH NATIVE SPECIES OF V.S. (SEs NKBS •Ib me Rl6,HT.) \ 1 ; o ES, SHRUBS, AND GROUND COVER FROM TABLE C.2.1.B KCSWDM. ARP. o / �TK6 ?aaPeS>;D PtsWnnTy3 SH4l.L HE P2eoa3&� oy ?1Kl r7rili�mYeR 1 3 1 50 l AND pPPrl.� $y 174E cart- FL*AWt GF POr02 1D Rr A•(� coN$'MVCr1000 I 1 / p,pprcWy{ TN6 8LAf K88P (e5 AND 0TNe4i SMV -"[%M S"V— N 16' PRIVATE STORM DRAINAGE EASEMENT 1 I F4 r3e7xR6 Ru.'vfmou. C.sv5r m;cwmv ganvrr-HS Aup Dis>'+ zmp ejavo'/DCo v% t7wcc. AH -So N 1 / Brf74ArZ C�Rt55 e,4VAWSWDI-CD OA %H99 14Of.GH, P[hA/n�fCa$ o CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 19' —160_01' — rn / PRIVATE STORM DRAINAGE EASEMENT � s47•tt� 61r sP,tr.�, SITS 1 cn INC V awR 'Y AS By ve- PLMM. 1 S 87'5651" E 5b3.99�''---�J�i 59.72' - -"I 153.88' � 1 \ 70.00' 70.00' I I 1 I R=575.43' ` 11 � <c��,l d=06'38'37" I q 0.5 p• F� I L=66.72' 1 ��i ^; ry0 o O r, PRIVATE STORM DRAINAGE EASEMENT Ib z 274W _ 7/20141 NO. G7M-Lymmo k I CO F o Ncci �` I 1 I 168.32' L------- i 0 85.93_ 10.73'�r 2.01' 0 R=24.' L=37.97/ I I 11.27' I R=24.0' I L=37.43' � vc N 70.00' 70.00' S 8756'51.E BY I DATE I APPR 70.00' L TOP OF 40% SLOPE 70.00' _ 70.00' 435.93' 0 0 70.00' TOP OF 40% SLOPE NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CDNTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 811 15' B.S.B.L. FROM TOP OF SLOPE 70.00' 70.00' PRIVATE 26' ACCESS AND UTILITY EASEMENT R-315102 GRAPHIC SCALE 0 20 40 80� 1 inch = 40 feet RECOMMENDED FOR APPROVAL By, Date, %• y.y4r By Date, By, Date, By, Date, "c SCALE CITY OF MAY CREEK COURT SHORT PLAT 09/17/201, P.E.RENTON VINEYARDS CONSTRUCTION, LLC P.E. I DATUM LAYOUT m •*•T Planning/Building/Public works Dept. 2530 DUVALL AVENUE NE a� . �r 2 '12 cT✓>,� ��s��ILIA17❑❑1 0 0 z z N p') O p EROSION 1. 2. 3. 4. CONTROL NOTES THESE NOTES SHALL APPEAR FOR PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX "D" OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMTS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINING OF CONSTRUCTION By,�/` Datey� I AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS -1 I I I I I CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL CL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR 11-_ FOR THE DURATION OF THE PROJECT. Er 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN :O OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF = SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION cl) AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME 2-6" THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS F- 2. PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. LINE IS 1:1. O 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE 3. INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS U CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE Y SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE Lu IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED SITE. DURING THE w COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE 6„ TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE 2" BY 2" BY 14 GA. WIRE ADDITI0 OVER (MUM MAY SYDSTEM. PROTEOCTAADJACENTES, PROPERTIESDANDOVE WATER QUALITY OFTHEREQUIREMENTS, RECIEVINGDRAINAGEE FABRIC OF EQUIV. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT Q CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST - MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST - SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ERC COVER METHODS (e.g. SEEDING, 5. MULCHING, PLASTIC COVERING, ETC.). PROVIDE 3/4" - 1.5" / 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE CONSTRUCTION SITES CLEARING BEWTEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX "D" OF THE SURFACE WATER DESIGN MANUAL. OF FILTER FENCE FABRIC ON 11. ANY AREA NEEDING ERC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ERC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF AFTER EACH RAINFALL AND AT LEAST DAILY DURING 2" BY 4" WOOD POST ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. BRUSH BARRIER oss FILTER FABRIC FENCE THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. DETAIL 14. DURING THE TIME PERIOD OF OCTOBER 1ST - MARCH 30TH, ALL PROJECT DISTURBED SOIL AREAS, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1) ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. L&5S TIJA4 21, ArW A/5U+aey6 9a9-Zo/j< TEMP. POND Rwi>, oT"veA)iSE 24 X42 TOP=417.00 8*"V- •rRNA �WD PUMP a1 -, OUTLET=414.00 /4Ny or ga76tl) DV94,0e CO/07'e 45 A97~020 SyeM-/Nslrr.�oe. SEE CONTROL DETAIL SHEET 5 TREES TO BE SAVED (TYPICAL) I SURFACE AREA REQUIRED=450 SQ. FT. SURFACE AREA PROVIDED=600 SQ. FT. '♦ *_, •me,**, INSTALL "ORANGE" FILTER FABRIC 08ft,` FENCING AS TREE PROTECTION RI HT WAY \ AND BOUNDARY DELINEATION 1*40 ESM . (I EM #10) *+, Iva 00 C �' ' / \ o0'C I V 411.80(12"SW) 50"C d 417.5 CUT FF ALE W/ROCK CH K DAM 20OC. I \ Qn 71r f X1'418 42 .0 I 420 422 \ 424 I KE I R SER A (0I I P\ OX O'` I N n I I Ij I 1 \ 2• Pp5 424 I 422 FENCE I v C) 3:1 SLOPE OFFE ENGINEERS yti•••oF� °Plc€ 'xssx,,X;a v 13932 SOUTHEAST 159TH PLACE° - m RENTON, WASHINGTON 98058 Z PHONE: 425-260-3412 C /ST . CONTACT: DARRELL OFFE, P.E. FSSioNpL �G 09/17/2014 NO. \xO X f aD v BOTTOM OF ELEV. (BW) TOP OF WALL ELEV. (TW) 1 6� 0 ME SEE DETAIL SHEET 4 XIR 0.7' .aria EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG. 811 'br CBSLL� R,M 457.67 NV=453.58 (12"��, S, E) 1' E /✓ems•` AtPOON.0 ' az#0/.0vep rror r4wi w� wm"L F1hC6D livG/l1R. rzgo�r�,ras, . `i ;.-fC=_ G.O. ReAllD 9,&V a 7V 10290; "C7 - SHO.al \_/ PG1f Z3PPAw' 0 w i I s STURCTURAL NOTES `I 0 Of 1. THESE PLANS APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, WALLS, OR RETAINING WALLS REQUIRE A SEPERATE REVIEW AND APPROVAL BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 12' MIN. THICKNESS 2. ROCKERIES ARE CONSIDERED TO BE A MEHTOD OF BANK STABILIZATION AND EROSION CONTROL. 2'-4' QUARRY SPALLS ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN THE CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC). GRAVEL BACKFILL FOR DRAINS `I I DIRT QUANTITIES Q ` j CUT: 803 CU. YARDS FILL: 925 CU. YARDS PERFORATED PIPE 4' MIN, GRAPHIC SCALE FILTER FABRIC TYPICAL ROCKERY PROPERTY LINE DETAIL N.T.S. HANSEN SURVEYING SCALE o DL OFFE, P.E. D.L OFFE, P.E. amaR �a r.x� scud REVISION BY DATE APPR"°t0R°'"'r 0 15 30 60 R=375103 1 inch = 30 feet RECOMMENDED FOR APPROVAL II I By,�/` Datey� I By. 2'-6" I I I I I By. NOTES: By. I 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A 5'-0" BURY BOTTOM OF FABRIC SEDIMENT TRAP OR POND. _ -4,- _ _ _ - �I_ MATERIAL IN 8" BY 12" TRENCH 2-6" 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE II II I1 6' MAX 1I LINE IS 1:1. LI LI 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES FILTER FABRIC MATERIALSMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS 6„ SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE 2" BY 2" BY 14 GA. WIRE THAT 85% OF THE SOIL CAN PASS THROUGH. FABRIC OF EQUIV. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM 2'-0" DIAMETER WASHED GRAVEL. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE PROVIDE 3/4" - 1.5" / 12'• SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE WASHED GRAVEL BACKFILL UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON 8" MIN. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY THE SURFACE. AFTER EACH RAINFALL AND AT LEAST DAILY DURING 2" BY 4" WOOD POST PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE ALT: STEEL FENCE POSTS. IMMEDIATELY. BRUSH BARRIER oss FILTER FABRIC FENCE DETAIL NTS - OFFE ENGINEERS yti•••oF� °Plc€ 'xssx,,X;a v 13932 SOUTHEAST 159TH PLACE° - m RENTON, WASHINGTON 98058 Z PHONE: 425-260-3412 C /ST . CONTACT: DARRELL OFFE, P.E. FSSioNpL �G 09/17/2014 NO. \xO X f aD v BOTTOM OF ELEV. (BW) TOP OF WALL ELEV. (TW) 1 6� 0 ME SEE DETAIL SHEET 4 XIR 0.7' .aria EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG. 811 'br CBSLL� R,M 457.67 NV=453.58 (12"��, S, E) 1' E /✓ems•` AtPOON.0 ' az#0/.0vep rror r4wi w� wm"L F1hC6D livG/l1R. rzgo�r�,ras, . `i ;.-fC=_ G.O. ReAllD 9,&V a 7V 10290; "C7 - SHO.al \_/ PG1f Z3PPAw' 0 w i I s STURCTURAL NOTES `I 0 Of 1. THESE PLANS APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, WALLS, OR RETAINING WALLS REQUIRE A SEPERATE REVIEW AND APPROVAL BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 12' MIN. THICKNESS 2. ROCKERIES ARE CONSIDERED TO BE A MEHTOD OF BANK STABILIZATION AND EROSION CONTROL. 2'-4' QUARRY SPALLS ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN THE CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC). GRAVEL BACKFILL FOR DRAINS `I I DIRT QUANTITIES Q ` j CUT: 803 CU. YARDS FILL: 925 CU. YARDS PERFORATED PIPE 4' MIN, GRAPHIC SCALE FILTER FABRIC TYPICAL ROCKERY PROPERTY LINE DETAIL N.T.S. HANSEN SURVEYING SCALE o DL OFFE, P.E. D.L OFFE, P.E. amaR �a r.x� scud REVISION BY DATE APPR"°t0R°'"'r 0 15 30 60 R=375103 1 inch = 30 feet RECOMMENDED FOR APPROVAL By,�/` Datey� By. Date. By. Date. By. Date. CITY OF MAY CREEK COURT SHORT PLAT RENTON VINEYARDS CONSTRUCTION, LLC DATUM GRADING / EROSION CONTROL Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE C 7)CL / 03 I 1EP >mr- 09/17/201 3 `12 SI❑f� N M CONSTRUCTION SEQUANCE 1' MINI T � 1. PRE -CONSTRUCTION MEETING. 1 1' (SEE NOTE 1) FLOW FLOW � 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR +- (MAY BE CONSOLIDATED W/THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION WHERE REQUIRED. KEY ROCK INTO 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). SWALE 0.25' MIN. 5' J 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) NOTE: 2 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 1. SUMP BEHIND ROCK CHECK DAM SHALL BE F- 8. GRADE AND STABILIZE CONSTRUCTION ROADS. INSPECTED DAILY, AND CLEANED WHEN O 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH. SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING = FOR PORJECT DEVELOPMENT. SECTION A -A � 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND cc MANUFACTURE'S RECOMMENDATIONS. 3' 3'1 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES ROCK O CHECK DAM A 0 SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION Y AND SEDIMENT CONTROL STANDARDS. L1.1 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN 1,25' rKEYROCK 5' MIN LLI DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET 0.75' ir SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTICi f ; V SHEETING OR EQUIVALENT. INTO 25' MIN. Q 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THANFLOW LINE A UPSTREAM 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST TYPICAL CROSS SECTION BE STABILIZED AND BMP'S REMOVED IF APPROPRIATE. 4" x 4" SPLIT CEDAR POST /--2" x 4" SPLIT CEDAR RAILS /—TO I I LJ BACKFILL WITH NATIVE SOIL 6 I FICONCRETE FOOTING POST CONNECTION SPLIT RAIL FENCE DETAIL CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. _ NOTE. 1. REFER TO LANDSCAPE DWGS FOR SPECIFIC TREES TO BE FENCED. (INSTALL TREE 1-7/8" STRUCTURAL PRESERVATION WEIGHT STEEL POST FENCE 5' FROM SET 2' BELOW GRADE DRIP LINE WITH 11 GAUGE GALVANIZED CHAINUNK w MESH. SET POSTS 10' �I O.C. MAX. a cl SIGNIFICANT EXISTING TREE I~5' 6'-0" TYP. TO BE SAVED TO MARK TREES TO BE SAVED WITH I - 2'-0" TYP. t TYPICAL EXISTING TREE PROTECTION N.TS WIRE—BACKED SILT FENCE, - STAKED HAYBALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER a RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP WITH TRASH RACK PER FIG. 4.4.4\ DEWATERING (SEE RISER DEWATERING ORIFICE CREST OF 6' MIN. WIDTH EMERGENCY SPILLWAY � _�-- f---,' MIN EMBANKMENT COMPACTED AS PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL _ NOT BE USED. -- ------------ ------------- CONCRETE _- CONCRETE BASE (SEE RISER DETAIL) TEMP. POND CONTROL z z w w R/W ^ \\\> = W UU } aw EXISTING GROUND 100' MIN. \ (MAY BE REDUCED TO 50' MIN FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL.) 15' EXISTING DRIVEWAY - RAMP OR SITE ACCESS ROAD PLAN NTS 2 TEMPORARY DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER 1. USE 4" TO 8" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL WITH 'FINES' IS NOT ACCEPTABLE. 2. THE 100' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT—OF—WAY. TEMPORARY CONSTRUCTION ENTRANCE � Y ADOPTED S�LTTY OF RENTON 3fAiD)1RD PIANS NT 1ST DATE:12/96 DWG. NAME: BR23 SP PAGE:BO68 ON ENTRANCE N.T.S. R-315104 RECOMMENDED FOR APPROVAL Ely: Date: ! Date:IP•/Q•21/!� By: Date: By: Date: By: Date: W➢ SEN SURVEYING SCALE �a �w p pYt CITY OF • MAY CREEK COURT SHORT PLAT Y HORPMIfN: i 1 Z; D.L.OFFE, P.E. RENTON VINEYARD CONSTRUCTION, LLC D.L. OFFS, P.E. I orr:nu, DATUM EROSION CONTROL DETAIL & NOTES Planning/Building/Public Works Dept. wwm � 2530 DUVALL AVENUE NE 09/11/2014 NO. REVISION BY DATE APPR C'D 2_ �7s /01� I IBIE17 09/11/2014 N ch CD O d' FIXED OBJECTS SITUATED IN THE LOCATION OF THE PROPOSED ACCESS MUST BE RELOCATED AFTER OBTAINING OWNER APPROVAL PATH ARES (PRIVATE SYSTEM) INSTALL 50 GRAVEL FI D I N NO INDIVIDUAL DRIVEWAYS WILL BE TRENCH W BOARD SEE AIL Sbt r 6 Q ALLOWED OFF OF DUVALL AVE NE GRATE -416.50 IE=414.50, 12" JE=414.50, 6" PE' .0 p a 20 F- 0 X - O= ALL UTILITIES SERVICING THE SITE SHALL BE ~ UNDERGOUND 0 �O Y LOT DRAINAGE NOTES: Lu LJ.I SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST V MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY \ DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING Q PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT FOR THE LOT. SEE SHEET 5 FOR DETAILS.p� LOT NUMBER BMP TYPE MAXIMUM IMPERVIOUS (SQ. FT.) 1 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET** \ 2 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET** 3 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET** \ 4 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET** 5 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET** \\ 6 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET** \ b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE \ 1 FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT ** AREA DOES NOT INCLUDE ACCESS ROAD. ACCESS ROAD WAS MITIGATED USING INTERSECTION SEPARATE AND DIFFERENT BMP's. STA. 10+00 ` II z I z� 1 7.5' 7.5'z IF- zI w Iw wl of aoIW WI al 5' I In I o 0- I ugl a D I 0 N I — —41 49'M 412 _! 414 a Al— / 416I�� 0 o RIGI-IT OF WAY ;M'T. (ITEM #1�) cq l OA� IE=417.50, 12" 0 LLF., 12"N -120S=1,1 �n J____FEN 0.2 z l PLANTER to 571C 1 1 1 I 1 5/'c� \�3jd 1 a CB 3 TYPE 1 50'C T'PE--r \ p IE=421.00, 12"22'M IM=4427.0 _ \� '��` N 0 41 �m to'n 4 M w " _ o1'. -- ` — �.� w z 0 I 4 ^� / i6,.../... 15' IVATE STOR I `--'� - m :PRI VA E) D I AGE M'T K- o N STA. 1 +9 .5 9.22'LT.I 0 W VA D CRATE o CB#4, TYPE 1 GRATE 42230 I (P T CIV IE=41 .30, 12" m II S 1 28.0 'LT. IE=41 .00, 4"/ I o B 1 P 1 O� a I W T RU -PUB INL moo �� I sy WANED GRATE a I GR TE=4 1.62 111 d I IE 438.3 12NJ ° - I l M 1 VEA1 :x ,r -- -- - --- -- - 44M - dry• ! O 1c' ^ pro - �0��`7 SHED h^ p �- c�? '-D J/. p ss'1n- wntL vNsrnucrrorr suxL FENCE NOT ALLOWED Nd/ Ac lbew'eD a¢. tMDpcT ON PROPERTY LINE OVER Awy 44c:5a,r A298:9. Z.FT STORM PIPE UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL 9-14 SEPARATION IS LESS THAN 1 FOOT. NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG- 811 FENCE 1.i' E f%yq-.t.Ol� DETAIL SHEET 6; TYPICAL LOTS 1-5 � e-Qw1cki!F;s R97dZ'r> ro ENS LA1.b H19*LL6L -re 5LeP95-n/6TS77/4 WOOD FENCE AT BACK OF CURB 25th STREET MONUMENT -p-' 29'DF RIM -4 .67 �Id INV=1I 8(12'-N,S,E) I a CONNECT TO EXISTING / o SIDEWALK NL 24th STREET INSTALL N.D.C.B.U. COLLECTOR BOX PER DETAIL SHEET 6 0 : O O O O O O O N t0 m ca 12" STORM rn rn - q0 Q-12" STORM Ni o vi vi r•i ui co m h r - m 15' PRIVATE STORM DRAIN EASEMENT N N r'7 M M v in Ln u7 '0 N 0 +LO "n PRIVATE STORM DRAIN EASEMENT NORTH SIDE LOT 4/5 : a a `I' a a It SOUTH SIDE LOT 6 = 3 _._._. ...... ._ ... .......................... ........ _...._...... ......_. _ _ . _ _ 0___ _ ED CCTV INSPECTION NOTE: -- a. THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCNzl z Iz INSEPCTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION �I 7.5' J7.5'IJ ___ - SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING �I IZ 450 o : 'A - 450 _.._..... ..... __ .m...... ..... .._ ..._..__ __..... ... CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY wl C Iw - o z OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER wI Io Iw o0 omL - DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. NI 2'o IN "- - ug o w = o ' J J PVI STA. 13+25.0 SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITHTHE CITY'S u`51 n. rn . ELEV. 455.40 VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO I = a 0 SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO ,I„' I 440,,....QF..................._...._ ...___.._wy...._.. ....... ...... PLAYER (i.e. mpg VIDEO FILE FORMAT) AND IS COMPATIBLE WITH Nz o 110' V.C. - GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING 4 - o - STRUCTRURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT 012” STORM : o ' % ' o o CONSTRUCTION PLANS. .� �o �' N + - m b. THE COSTS INCURRED IN MARKING THE INITIAL CCN INSPECTION SHALL 15' PRIVATE STORM DRAIN EASEMENT 430 ,. �� %' M _ 430 ...__ _. BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL LOT 3/4 COSTS INCURED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV > INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCN INSPECTION, % %%'a a - EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY - CB 1 TYPE 1 TO VERIFY THE CORRECTION OF SAID DEFICIENCY. I I o W VANED CURB INLET c. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN 420 _-_� T�� A(/VANED GRATE _ 420 _ _ GRATE -441:62....... _ THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE (- 105 DEVELOPER. IE=438.37, 12" R=375 (PRIVATE) (PRIVATE) CALL 811 BEFORE YOU DIG! CB 5 TYPE 1' GRATE=42230 _ _ .. GRATE=422:00 _ 1E=418:30..1.2" .... IE -417.50, 12" 12+00 13+00 14+00 OFFE ENGINEERS 10+00 11+001E=a1s.00, 4" 13932 SOUTHEAST 159TH PLACE - Z RENTON, WASHINGTON 98058 PHONE: 425-260-3412 „o•PeG27 a ; S1:'. CONTACT: DARRELL OFFE, P.E. FSS oNni ANG 09/17/2014 NO. 25 -Lt, STREET GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet RECOMMENDED FOR APPROVAL By. Date- 4•/4.7 o HANSEN SURVEYING SCALE xw "% d� CITY OF MAY CREEK COURT SHORT PLAT xaaaxw: wo �� ,�� , D.L.OFFE, P.E. Yu RENTON VINEYARDS CONSTRUCTION, LLC D.L OFFE. P.E. DATUM ROAD/DRAINAGE PLAN&PROFILE Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE r xm axe wa REVISION BY DATE APPR Dater Dnte� 09/17/2014 oax�o xa ¢" 5 '12 R❑AD w' o 0 noc 4 G _c v c�: w' 0 noc 4 G _c v c�: S n� i CV CID r r C7 �O r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e.g. DOMESTIC WATER CONVEYANCE, SEWER EASEMENT Q LOCATIONS OF ALL CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT J I w CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY. RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABLILTY CONNECTED WITH CL IJO ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY Q IrLd IOf OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING = Iwo of CONSTRUCTION. ............................................. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION rnhN8110n 4BMl Q of V) a- IS IN PROGRESS. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY 15.0' 1 - rooi Aram DEVICES PROTECTIVE EQUIPMENT, FLAGGERS AND ANY OTHER NEEDED ACTIONS TO PROTECT THE U) 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M., LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE I _1 2" MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT I- pwbrafed pipe APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS ccDEPARTMENT, CLASS "B" ASPHALTIC CONCRETE TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD 7. IT SHALL BE THE APPLICANT/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. Ir � 6"MIN. CRUSHED EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW O CRUSHED SURFACING AND APPROVAL PRIOR TO CONSTRUCTION. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL line maim `-ce sump Mir ria DETERMINED BY FIELD CONDITIONS REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION PRIVATE ROAD 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS REGULATIONS RMC 4-3-050). Y SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS ILL! OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF LU , RENTON. ( c o p4doralW pipo 24^ U 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. IT 0R )a` Cl Jq REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PIANS. VERT. CURB Q 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST & GUTTER BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. SECTION_ A NTS 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO C -4s 95% (PERCENT) DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTANED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER SECTION. 15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS, PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACK LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOTT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2'1 STAKE MARKED STORM" OD "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED PRIVATE ROAD GRAVEL -FILLED DISPERSION TRENCH DETAIL - FULL DISPERSION GRAVEL -FILLED INFILTRATION TRENCH DETAIL - FULL INFILTRATION CONVEY FLOWS THROUGH INDIVIDUAL LOTS. 26' ACCESS & PUBLIC UTILITY Date: EASEMENT FOR COORDINATING THE LOCATIONS OF ALL w I our TO OTHER UTLILITES (e.g. I w L;JZI w o IJO D I Cf) I-- Z E Q IrLd IOf / _J = Iwo of w> ............................................. loo ZWI rnhN8110n 4BMl < of V) a- 11.0 15.0' 1 - rooi Aram 10' 10' 10' 5' 2% I _1 2" 4^Mid or 6'1bvWe splash dock MMM pwbrafed pipe � I 7"4"MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED Ir � 6"MIN. CRUSHED SURFACING TOP COURSE nT i CRUSHED SURFACING BASE COURSE TO BE . line maim `-ce sump Mir ria DETERMINED BY FIELD CONDITIONS PRIVATE ROAD igler fabrc D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE .SYSTEMS C:?:? 1:1 LLIFI'IIfIBA'IION GRAVEL -FILLED DISPERSION TRENCH DETAIL - FULL DISPERSION GRAVEL -FILLED INFILTRATION TRENCH DETAIL - FULL INFILTRATION CONVEY FLOWS THROUGH INDIVIDUAL LOTS. Date: By: Date: FIGURE C12.A TYPICAL TRENCH INFIUIRATioN* sysrEN FOR COORDINATING THE LOCATIONS OF ALL our TO OTHER UTLILITES (e.g. POWER, GAS, mem TELEPHONE, TELEVISION). PLAN VIEW NTS/-4'rigid or 6-1 ie BEFORE YOU / redorated Pipe ---- ------------------------------- ............................................. rnhN8110n 4BMl � sum, w /witl litl PLAN VIEW - rooi Aram NTS ovedlow .__ _\ 4^Mid or 6'1bvWe splash dock pwbrafed pipe � I -..._.. C1 ico G, Ir � �,. 1.na�:.. wished, mak 4"a . :.-- "Clo 'Irvin on , . _ rim- nn nT i m . line maim `-ce sump Mir ria vsksA igler fabrc acklili compacted Llexibl sa , _ 4'rigidor 6- flexible ( c o p4doralW pipo 24^ IT 0R )a` Cl Jq wa5hetl r"u4 ,. II SECTION_ A NTS :009 surae water P5p hWnml-APpvtlu C IA120e4 C -4s D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE .SYSTEMS DESIGNED TO GRAVEL -FILLED DISPERSION TRENCH DETAIL - FULL DISPERSION GRAVEL -FILLED INFILTRATION TRENCH DETAIL - FULL INFILTRATION CONVEY FLOWS THROUGH INDIVIDUAL LOTS. Date: By: Date: E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, TELEPHONE, TELEVISION). CALL 811 BEFORE YOU DIG! OFFE ENGINEERS tiL" e•oF� 13932 SOUTHEAST 159TH PLACE qe• m RENTON, WASHINGTON 98058 Z PHONE: 425-260-3412 2J480 •"FS C/STEPS. �� CONTACT: DARRELL OFFS, P.E. AL E� 09/11/2014 NO. REVISION BY DATE APPR HANSEN SURVEYING I SCALE OFFE, P.E. AT FlILL Sa4EFlILL Sa4E F ear p1E PNN YHE AaYT NOTES 1. When the driveway width exceeds 15 feet, construct a full 6. Sidewalks at driveway approaches and driveway depth expansion joint (see Standard Plan F-3) with 3/8" pint apron to be 6" min. depth of comate. filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum spacing 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 obstructions in front of driveway entrances. 5. When 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, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. F, DRIVEWAY. y.CZ(FQ (BY OTHERS) CEM. CONIC. Ropegry 16 % - CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE 0 33. ' DRIVEWAY ENTRANCE SIDEWALK WHERE SHOWN 5 7 SIDE SLOPE (TYP.) rDEPRESSED CURB & GUTTER (SEE OTE 3 SIDEWALK & DRIVEWAY APRON (SEE NOTE 6) CEMENT( :TE D N.T.S. � FOR APPROVAL By: - Date: 9-/9.2d/� By: Date: By: Date: By: Date: le�� R-315106 RECOMMEND a xw FOR APPROVAL By: - Date: 9-/9.2d/� By: Date: By: Date: By: Date: CITY WOF rMAY CREEK COURT SHORT PLAT xrcmoxrw: wn IaB1 IWI Wu RENTON VINEYARDS CONSTRUCTION, LLC DATUM STORM DETAILS AND NOTES Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE -i�� DET 09/11/2014 rafmoac I L- S� w = z Z = 0 w = GAS UNE W Z Z © = > _ a (n ® Q WATER METER = FIRE HYDRANT Q = CATCH BASIN 0 = Z O = UTILITY POLE 0 = F_ 3 = In w LID af N = 0 �M LL Z 00` fE Z UQ 1- LLJ ;W c� v€ �m 0E E c pl cm as G 0 ©.mr N 68'52'01' W 3.20' /c�O� Mo / v e /CV FOUND MO IN CASE PORTION OF THE N" E. 1/4, N. W" 1/4, SECTION 3, TWP. 23 N", RGEE, 5 E,, W. M. KING COUNTY, 1PASHWGTON S 88'28'41' E 829.11' 4OR CpRe � 404 R • 406 \ 408 P ( \ 4411 Xm R=602.96' Zd \ • •• AL=548.53' 3sv INV=393.65(24"CMP) _40B----- L �` _. 410 Vf 1 ` i CB `` 1 - RIM=407.78/�- INV=406.71(B'SE) INV=404.40(((8"s) ` \ ':.\ `` -;i' 414 - x INV=402.98 18 -SE) 4' HOG INV=402.98 18 -NW) WIRE A/C ` N��•Q�\ \ �� \ \ / FENCE DRIVE FOUND MON. IN CASE o/ ',\ � ��`�� \/' 5671E �' 1 __ RIGHT OF WAY `---- ` RIM=410.12 �S° P 11,\\ n\. \\ 1 ESM'T. (ITEM #10) (2J1B INV=406.17(18"SE) �J, ' Oy \ \ CB i INV=406.17(18"NW) '�\ \ 2 �\ c \ , RIM=41 INV=411.801.80(12'SW) s F SDMH 415.19 NV- INV=405.38(24"SE) INV=405.41(24"NE) SM 11 Q \ \ UTILITY ET. 1 I r CB \ 'rm \ (ITEM ESMf. RIM =414.51 INV=410.81(18"SE) INV=410.79(18"NW) � BROKENSDMH CB I RIM=419.05 rl RM=417.19 0 p \ \ 60X INV=415.87(12'W) INV=410.44(12"NE) - ' INV=406.63((24"SE a INV=406.63 24'NW) B I \^ \ \I, 3ovF R=575.43' JJ IIAi (,Ri g D=06'38'37' L=66.72' \ \4 695 I \ 11 \\1 16DF r FENCE Sl 0.2' s SDMH RIM=420.24 I \Z''. INV=413.18(12"E) 1 0� �\ 1� ,_PROPOSED 15' INV=409.44(24"s) \ I \ SEWER ESNL I, INV=409.38(24"NW) I i n 9287 6' CHAIN UNK FENCE Y � - •��--- • 4p4 __-� ^'\ `•\` 400 ----------- 1m ------------ 0 2271/ -__- _____41C ______ ___.__ ___-_________� 1 la C" 14 C'7i li'c ' 4071E l i i 2sv C NG /72111 a % FENCE ' r 16A / e% �' J I 0 /12A (p60 1.' W ' N i i f 1 (, 1 (2)23A �) , 2 23A 1I 757A,/ I - � I 3671 I I i / �/ �S 8T56*51" E\``. 435.93' </ 4' CHAIN 13TC SHED JNK FENCE 5' WOOD FENCE 07* S I I I a a 0 N 0 N 1" =I 40' 0' 40' 80' 3ASIS OF BEARINGS IS NAD 1983/91 1" 191,40111 SS = SANITARY SEWER SO = STORM SEWER G = GAS UNE W = WATER UNE © = GAS VALVE ® = WATER VALVE ® = WATER METER = FIRE HYDRANT ® = CATCH BASIN 0 = MANHOLE O = UTILITY POLE = LIGHT POST 3 = GUY ANCHOR 4 = SIGN ® = POWER VAULT/TRANSFORMER m = TELE/TV PEDESTAL = PARKING METER Ij1 = SECTION CORNER T = QUARTER CORNER 0 - FOUND MON. IN CASE O - FOUND PROP. COR. AS NOTED 43 = SET 1/2" I.R. W/CM #21464 "50.00 = SPOT ELEVATION A = ALDER C = CEDAR OF - DOUGLAS FIR M = MAPLE _cK 0290 0280 z O a IWC U HO� G IrCB R M=457.55 CB < ~ 1--/ `,{ Ig 11 PLANTER/ /'.76A ( 3.4, N FENCE Z6CN SHED 6 /.., ,., ( 36711 25V AT71F a m CB " 1 9137 CBSLL RIM=418.37 I g I - RR 71E w INV=453.58(12"N,S,E W INV=414.29(18"S) I II I ) ®03' MG ', 1 ) INV=414.17(18"NW) I _! HOUSE REL a � 9127 9128 Zi g 9138 TN ssco BLS CB 9095 N DI I Ing c RIHN----421.72 AlC REf.I RIM=435.20 --'- ' D GRAVEL i '. INV=432.65(8'S) g ✓Rit SDMH I •REf WILL 1 ..-. .. CB - RIM=423.12 I g y A`A'1` S 12" CONC. R M=457.43 W� INV=416.98 12"E) w d 1 m, - _ f ) ) NE 24TH ST NV=453.93 12"E N) INV -416.78 I 1471 1 - I o�n 8' CI(SE 100TH ST) (�) .9 FOUND MON. INV=454.93(8"SEI Gy IN CASE c 2"4 GAS m O °y� CBSLL CB 18'ADS SSMH RIM=419.98' sa� ITIM=423.89 p RIM=435.33 INV -432 38 8'N) CB INV=416.08(18"E) ; RIM=423.22 .INV=417.24<' ",7CRA INV=432.23(12"E) . _ -. _ _ SSMH R M 456.47 INV=416.08(.18"N) I 12 ADS ml ( ) I INV=417.84(18"S) i rnEs. INV=431.91 12'W INV=448.79(8"N) INV=417.79 d8'W �.'. .FOUND MON. f - IN CASE ^ I SDMH RIM=421.66 RIM=421.87 INV= INV=415512"NW) NV411.43((24"S)) INV=415.012'W)O --- -- - I� INV=411.39 24'N R 175 107 NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED o UPON EXISTING AS -BUILT DRAWINGS, AND ARE NOT GUARANTEED FOUND MON. o TO BE CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST - _ IN CASE 0)= FOUND MON. BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555 - - I IN CASE FOR UTILITY LOCATORS. z � \ RIM=456.53 W p INV=453.56(6'N) INV=453.45(12"5) �y z a o NE 26TH ST P�4 > A 04 CB m wI � Z RIM=456.54 . INV=452.78((6"S) ,J•4 INV=452.64(IRE �-I � 5 INV=453.53(12"N,E) AC ASSEMBLY A 0010 0020 0 A=457.32 /=454.37(12"N') 1 J=456.31 n C � a D MON. IN CASE m m 24'20" E 0.70' o SHEETc OF 0350 0340 11 12 JOB NUMBER 21311 CD' (Z�,- ',>7) c-/ a-7 BENCH MARK #1 e $ m zo I VERTICAL DAVM: NAVD 1988 (CIN OF RENTON) w CITY OF RENTON CONTROL POINT NO. 1841 .4 I FOUND 2" FLAT BRASS DISK IN CASE AT THE Z 1T^1 "g' $ ry,� pNq ELEVATION= 426.41 FEET _cK 0290 0280 z O a IWC U HO� G IrCB R M=457.55 CB < ~ 1--/ `,{ Ig 11 PLANTER/ /'.76A ( 3.4, N FENCE Z6CN SHED 6 /.., ,., ( 36711 25V AT71F a m CB " 1 9137 CBSLL RIM=418.37 I g I - RR 71E w INV=453.58(12"N,S,E W INV=414.29(18"S) I II I ) ®03' MG ', 1 ) INV=414.17(18"NW) I _! HOUSE REL a � 9127 9128 Zi g 9138 TN ssco BLS CB 9095 N DI I Ing c RIHN----421.72 AlC REf.I RIM=435.20 --'- ' D GRAVEL i '. INV=432.65(8'S) g ✓Rit SDMH I •REf WILL 1 ..-. .. CB - RIM=423.12 I g y A`A'1` S 12" CONC. R M=457.43 W� INV=416.98 12"E) w d 1 m, - _ f ) ) NE 24TH ST NV=453.93 12"E N) INV -416.78 I 1471 1 - I o�n 8' CI(SE 100TH ST) (�) .9 FOUND MON. INV=454.93(8"SEI Gy IN CASE c 2"4 GAS m O °y� CBSLL CB 18'ADS SSMH RIM=419.98' sa� ITIM=423.89 p RIM=435.33 INV -432 38 8'N) CB INV=416.08(18"E) ; RIM=423.22 .INV=417.24<' ",7CRA INV=432.23(12"E) . _ -. _ _ SSMH R M 456.47 INV=416.08(.18"N) I 12 ADS ml ( ) I INV=417.84(18"S) i rnEs. INV=431.91 12'W INV=448.79(8"N) INV=417.79 d8'W �.'. .FOUND MON. f - IN CASE ^ I SDMH RIM=421.66 RIM=421.87 INV= INV=415512"NW) NV411.43((24"S)) INV=415.012'W)O --- -- - I� INV=411.39 24'N R 175 107 NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED o UPON EXISTING AS -BUILT DRAWINGS, AND ARE NOT GUARANTEED FOUND MON. o TO BE CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST - _ IN CASE 0)= FOUND MON. BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555 - - I IN CASE FOR UTILITY LOCATORS. z � \ RIM=456.53 W p INV=453.56(6'N) INV=453.45(12"5) �y z a o NE 26TH ST P�4 > A 04 CB m wI � Z RIM=456.54 . INV=452.78((6"S) ,J•4 INV=452.64(IRE �-I � 5 INV=453.53(12"N,E) AC ASSEMBLY A 0010 0020 0 A=457.32 /=454.37(12"N') 1 J=456.31 n C � a D MON. IN CASE m m 24'20" E 0.70' o SHEETc OF 0350 0340 11 12 JOB NUMBER 21311 CD' (Z�,- ',>7) c-/ a-7 BENCH MARK #1 m ,v Z \ I VERTICAL DAVM: NAVD 1988 (CIN OF RENTON) w CITY OF RENTON CONTROL POINT NO. 1841 .4 to FOUND 2" FLAT BRASS DISK IN CASE AT THE Z CONSTRUCTED INTERSECTION OF NE 20TH PLACE AND DUVALL AVE NE $ ELEVATION= 426.41 FEET �I W BENCH MARK #2 VERTICAL DATUM: NAVO 1988 (CITY OF RENTON) CITY OF RENTON CONTROL POINT NO. 2097 SCRIBED "X" IN ROCK, SET 1.4' BELOW GRADE, IN A STANDARD MONUMENT CASE AT THE INTERSECTION OF SE MAY VALLEY RD AND 148TH AVE SE. IT IS SET ON G4 THE CENTERUNE OF 148TH AVE SE AND IS ON THE EXTENDED SOUTH EDGE OF SE MAY VALLEY RD O E W ELEVATION= 327.80 FEET IOOD 0.? JCE W y z _cK 0290 0280 z O a IWC U HO� G IrCB R M=457.55 CB < ~ 1--/ `,{ Ig 11 PLANTER/ /'.76A ( 3.4, N FENCE Z6CN SHED 6 /.., ,., ( 36711 25V AT71F a m CB " 1 9137 CBSLL RIM=418.37 I g I - RR 71E w INV=453.58(12"N,S,E W INV=414.29(18"S) I II I ) ®03' MG ', 1 ) INV=414.17(18"NW) I _! HOUSE REL a � 9127 9128 Zi g 9138 TN ssco BLS CB 9095 N DI I Ing c RIHN----421.72 AlC REf.I RIM=435.20 --'- ' D GRAVEL i '. INV=432.65(8'S) g ✓Rit SDMH I •REf WILL 1 ..-. .. CB - RIM=423.12 I g y A`A'1` S 12" CONC. R M=457.43 W� INV=416.98 12"E) w d 1 m, - _ f ) ) NE 24TH ST NV=453.93 12"E N) INV -416.78 I 1471 1 - I o�n 8' CI(SE 100TH ST) (�) .9 FOUND MON. INV=454.93(8"SEI Gy IN CASE c 2"4 GAS m O °y� CBSLL CB 18'ADS SSMH RIM=419.98' sa� ITIM=423.89 p RIM=435.33 INV -432 38 8'N) CB INV=416.08(18"E) ; RIM=423.22 .INV=417.24<' ",7CRA INV=432.23(12"E) . _ -. _ _ SSMH R M 456.47 INV=416.08(.18"N) I 12 ADS ml ( ) I INV=417.84(18"S) i rnEs. INV=431.91 12'W INV=448.79(8"N) INV=417.79 d8'W �.'. .FOUND MON. f - IN CASE ^ I SDMH RIM=421.66 RIM=421.87 INV= INV=415512"NW) NV411.43((24"S)) INV=415.012'W)O --- -- - I� INV=411.39 24'N R 175 107 NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED o UPON EXISTING AS -BUILT DRAWINGS, AND ARE NOT GUARANTEED FOUND MON. o TO BE CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST - _ IN CASE 0)= FOUND MON. BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555 - - I IN CASE FOR UTILITY LOCATORS. z � \ RIM=456.53 W p INV=453.56(6'N) INV=453.45(12"5) �y z a o NE 26TH ST P�4 > A 04 CB m wI � Z RIM=456.54 . INV=452.78((6"S) ,J•4 INV=452.64(IRE �-I � 5 INV=453.53(12"N,E) AC ASSEMBLY A 0010 0020 0 A=457.32 /=454.37(12"N') 1 J=456.31 n C � a D MON. IN CASE m m 24'20" E 0.70' o SHEETc OF 0350 0340 11 12 JOB NUMBER 21311 CD' (Z�,- ',>7) c-/ a-7 I' IN51 STAPLE TREE SLC INTERLOCKING TIES 2PRUNE 5HI?UC35 and COUNP CCT 1 gallon DISEASED AND BROKEN BRANCHES PLSRC INTERLOCKING TIES SPECIFIED TREE STAKE(S) Fuongmu5 5p, 'Cold 5pot'* ® INSTALL "TREE BOOT" OR ® Mi5canthu5 sinensis* SEE DETAIL ABOVE "ARBORGARD" IN LAWN ARFAS. ® Ci5tu5 hgbridu5* REMOVE INNGG TWINE & TOP Lavandula 5p \ Arcto5taphyllo5 uva-ursi* BIN 1/3 OFPLANT TREE 1"-2" HIGHER 1 Callon Kinnikinnik 615 THANINGNU� v SPECIFIED MULCH 2' SETTLED EDER TMLEISWfM WIDTH AUGER 8"x6' DEEP NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE OF PLAT IMPf;OVEMENTS PUAN1' SCNML� POfANICAL NAMF COMMON NAMF QfY 51z� �ANP5CAP� N0t5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE 15 TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 11l III jacquemonti*- Jacquemorltii 5irch Acer freemani 'Autumn 61aze'* Maple Pgru5 calleryana 'Captal' Flowering fear Acer clrcinatum� Vine Maple 6 fOfk LOf5 X 2 VP5 5/ LOf MINIMUM - 12 TMF5 MQUIffP STATE OF WASHINGTO D LAND CT (n Z CI JE NM. VAR Y CERTIFICATE No. 774 Cr) LV Of 4 2" cal Full aid Matchirq 6 211 cal Full and Matchirq 2" cal Full and Matchinq 6' ht Full and Matchinq 18 rnFE5 PFOVII7EI7 David Viburnum 5HI?UC35 and COUNP CCT 1 gallon Viburnum davidu*- GS Fuongmu5 5p, 'Cold 5pot'* ® Carel( te5tacea` ® Mi5canthu5 sinensis* ® Nelictotrlchon 5emperviren5� ® Ci5tu5 hgbridu5* ® Lavandula 5p \ Arcto5taphyllo5 uva-ursi* 0 Lawn STATE OF WASHINGTO D LAND CT (n Z CI JE NM. VAR Y CERTIFICATE No. 774 Cr) LV Of 4 2" cal Full aid Matchirq 6 211 cal Full and Matchirq 2" cal Full and Matchinq 6' ht Full and Matchinq 18 rnFE5 PFOVII7EI7 David Viburnum O 1 gallon Fuonymu5 15 I Callon Orange 5edcge O 1 gallon Maiden Grass 18 1 gallon 131ue Oat Grass 0 1 6PIIol Fockrose 0 1 gallon Lavender 25 1 Callon Kinnikinnik 615 1 gallon Note Adjust ground comer based on installed drivewag locations, typical, *Cx!3idered drought tolerant in Pacific Northwest once established RECOMMENDED FOR APPROVAL By. v o �...� Date:'/"I k PC By. Date: By. Date: By. Date: Full aid Matching Full aid Matchinq Full and Matching Full and Matchinq Full and Matchirq Full and Matchinq Full and Matchinq Full and Matchi of Plait 50" o,c. R-315108 0 20 40 80 N01?1-N 1"-20'-0" 5H��f51ZF 22''&+' IN L01 SHEET 1 2 OF 12 av S V1 2 �1 v L01 SHEET 1 2 OF 12 av N M T T' C:) 0 T FIXED OBJECTS SITUATED IN THE LOCATION OF THE PROPOSED ACCESS MUST BE RELOCATED AFTER OBTAINING OWNER APPROVAL NO INDIVIDUAL DRIVEWAYS WILL BE ALLOWED OFF OF DUVALL AVE NE ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGOUND LOT DRAINAGE NOTES : J J IE=41.7:57, 12 (PRIVATE SYSTEM)' 4 I 0 0 INSTALL 50 GRAVEL FILLED DI SPER fON o o (PRIVATE) TRFNCH W /ROARn -,;FF f)FTAII 1;14 r7T 46 90A. 97 1 r)" fel— i '?nq- i F, 'nnv_ NOTE.- EXISTING ❑TEIEXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HERE❑N, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER L❑CATION. CALL BEFORE YOU DIG; 811 2 EACH -50 LIN. FEET OF GRAVEL FILLED INFILTRATION TRENCH PER DETAIL SHEET 6; TYPICAL LOTS 1-5 1,660 SQUARE FEET OF IMPERVIOUS XSURFACE PER GRAVEL FILLED TRENCH ::::(TYPICAL) 1 FULL INFILTRATION — 50' GRAVEL TRENCH 31200 SQ, 2 FULL INFILTRATION — 50' GRAVEL TRENCH 31200 SQ. 3 FULL INFILTRATION — 50' GRAVEL TRENCH 3,200 SQ, 4 FULL INFILTRATION — 50' GRAVEL TRENCH 3,200 SQ, 5 FULL INFILTRATION — 50' GRAVEL TRENCH 39200 SQ. 6 FULL INFILTRATION — 50' GRAVEL TRENCH 3,200 SQ. b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE In r ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT Ln 0o DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE ,z w ( FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM o Co SHALL BE VIA A PERFORATED PIPE CONNECTION. ,In 2 O d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY QI w I OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT n ** AREA DOES NOT INCLUDE ACCESS ROAD. ACCESS ROAD WAS MITIGATED USING SEPARATE AND DIFFERENT BMP's. I w I zIz IJ Iz w Iw o, Iw � 5 IQ Iw I 0 'x-12" STORM PRIVATE STORM DRAIN EASEMENT SOUTH SIDE LOT 6 CCTV INSPECTION NOTE: a. THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSEPCTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITHTHE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (i.e. mpg VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTRURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. b. THE COSTS INCURRED IN MARKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCN INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. c. THE DEVELOPER E ELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. CALL 81 1 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. wl 0 w Iz zl 7.5' J7.5'IJ I o � t\ 0 I l In r C Ln 0o I w ,z w ( I� I w o Co ,In 2 O (W QI w I O t'7 n o- I I------------ l I tet' ' M 12" STORM 15' PRIVATE STORM DRAIN EASEMENT r� LOT 3/4 L. 0 01100. 00 00° 0 q° ° ° �Z: ° ° ° 27460 O o 0 ° -- ° °0,JSTER°° 05/20/2015 NO. J 1 VI\IVI 1 11 1_ UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. bIULWALK INSTALL N.D.C.B.U. COLLECTOR BOX PER DETAIL SHEET 6 GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet 420 . . .... . . . 420 . . PRIVATE) ) CB#4, TYPE 1—L AS -BUILT .... CB� 5, TYPE 1 375109 .. . .. � . .. � .. ....... � ....... .. .......:........ . . .. .... a .......... 10+00 1 1+00 12+00 13+00 14+00 SHAH s N SURVEYING ,�, SCALE. uAtt: NAD ;3/,�, ,, MAY CREEK COURT SHORT PLAT 05/20/2015 DESIGNED: SCALECITY OF D.L. OFFE, P.E. RENTON RVINEYARDS CONSTRUCTION, LLC A °a` DRAWN: D.L. OFFE, P.E. ONE INCH DATUM ROAD/DRAINAGE PLAN&PROFILE DRAINING NO: CHECKED: AT FULL scxF Planning/Building/Public works Dept. IF NOT ONE INCH 2530 DUVALL AVENUE NE REVISION BY DATE AP P R APPROVED: SCALE ACCORDING"Y *M. 5 °P 12 � �=' �` - `�` ' °9 I I I I IRI❑IAID 0 0 D 0 0 0 0 o � t\ 0 z 00 0 In r C Ln 0o m 0)00a I� I'_ o Co N N cfl N O t'7 n to I'TI z tet' ' M Cf) In r� 00 n r D II ....` .. .. . .. .... .................... ...... . .. ......`........ _ 1.00.. ` . .......o... 450 48 ..... .. ..... 450 oz z rn� 00 + w . s o Q Q ` PVI STA. 13+49.761 440 < ,ry, .............. cnt 0 ELEV.=458.87 440 �:. 40 V: C. � z ooh° X1 o rn 0) 430+ N ..... + 430 (PRIVATE) II > II C B 1 TYPE .1 °- o GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet 420 . . .... . . . 420 . . PRIVATE) ) CB#4, TYPE 1—L AS -BUILT .... CB� 5, TYPE 1 375109 .. . .. � . .. � .. ....... � ....... .. .......:........ . . .. .... a .......... 10+00 1 1+00 12+00 13+00 14+00 SHAH s N SURVEYING ,�, SCALE. uAtt: NAD ;3/,�, ,, MAY CREEK COURT SHORT PLAT 05/20/2015 DESIGNED: SCALECITY OF D.L. OFFE, P.E. RENTON RVINEYARDS CONSTRUCTION, LLC A °a` DRAWN: D.L. OFFE, P.E. ONE INCH DATUM ROAD/DRAINAGE PLAN&PROFILE DRAINING NO: CHECKED: AT FULL scxF Planning/Building/Public works Dept. IF NOT ONE INCH 2530 DUVALL AVENUE NE REVISION BY DATE AP P R APPROVED: SCALE ACCORDING"Y *M. 5 °P 12 � �=' �` - `�` ' °9 I I I I IRI❑IAID D N C) z CD y w >CD n Zo z = C M M o D z I'TI z M Cf) O D D N Wm CD y w >CD n Zo w iy O D n 0 O o D M C� r.