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Home My WebLink AboutzR-3907Setrs- rn 6 0 Lu Q rr O 17 07 0 Q W 5 A PORTION OF THE SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON LEGAL DESCRIPTION: THE EAST ONE HALF OF THE WEST 330 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; AND THE NORTH 30 FEET OF THE WEST ONE HALF OF THE WEST 330 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. BEING TAX PARCEL NUMBER 102305-9230 FD MIC CONIC MON W/BRASS DISC DN 0.55' FD MIC T CONIC MON W/BRASS DISC DN 0.3' FD MIC CONIC MON W/BRASS DISC W DN 0.55' LU _ NE 6th STREET U7 I w' z 12:2 Li Ln00 w N O > N N QI N O w w U Ln Ln Q N r J 00 z z I w �m z ... _ W N N OPER��P�E g2 0 Q I N I No OZ O w w N_ O z z S88°21'18"E 242.05' M N88°20'35"W 242.08' (LM) FD MIC CONIC MON W/BRASS DISC DN 0.3' FD MIC CONIC MON W/BRASS DISC DN 0.4' _ S8_8°21'09"E 303.17' M — NE 5th PLACE N88°20'45"W 303.20' (HB) —� FD MIC CONIC MON W/BRASS DISC FD MIC DN 0.4' CONC MON W/BRASS DISC BENCH MARK: DN 0.6' VERTICAL DATUM: NAVD 1988 (CITY OF RENTON) CITY OF RENTON CONTROL POINT #1851 3-1/2" DOMED BRASS DISK WITH PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 128TH STREET) & 140TH AVENUE SE ELEVATION: 398.55' CITY OF RENTON CONTROL POINT #1852 3" FLAT BRASS IN CONCRETE STREET SURFACE AT CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 128TH STREET) & 148TH AVENUE SE ELEVATION: 454.77 MEAD SHORT PLAT RENTON, WASHINGTONNt CD LAND USE PERMIT: LUA16-000138 CALL 81 1 BEFORE YOU DIG! OFFE ENGINEERS �'y1`pF WASyo��'Cn N�To°°N 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 27460 �•� Fc/STE��,� CONTACT: DARRELL OFFE, P.E. 08/14/2017 UTILITY PERMIT: U16-004534 VICINITY MAP NE 7th ST. w z PROJECT z Q LOCATION Q NE 6th ST. Q D O NE 5th PL. w O = z NE 4th PL. Lv Q NE 4th STREET O U_ w N TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY GEODIMINSIONS (TERRANE) SURVEYING; OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. IMPERVIOUS AREAS: EXISTING = 0 SQUARE FEET DEVELOPED = 29,520 SQUARE FEET SITE AREA = 58,519 SQUARE FEET DISTURBANCE AREA = 50,000 SQUARE FEET SURVEYOR NOTES: 00 NOTE: AN APPROVED FIRE DEPARTMENT VARIANCE WAS co GRANTED FOR THIS PROJECT. LOT 3 WILL BE REQUIRED T CD TO PROVIDE A FIRE SPRINKLING SYSTEM AS PART OF THE O BUILDING PERMIT. O T Q J CONTACT INFORMATION UTI LITI ES: WATER: KING COUNTY WATER DISTRICT #90 DEVELOPER/OWNER: TUSCANY CONSTRUCTION, LLC SEWER: CITY OF RENTON ATTN: BOB WENZL POWER: PUGET SOUND ENERGY (PSE) P.O. BOX 6127 GAS: PUGET SOUND ENERGY (PSE) BELLEVUE, WASHINGTON 98008 PHONE: QWEST OFFICE PHONE: 206-714-6707 CABLE: COMCAST bob@tuscanywa.com T CM SERVICES: ENGINEER: OFFE ENGINEERS, PLLC C) FIRE: CITY OF RENTON FIRE DEPARTMENT ATTN: DARRELL OFFS, PE p SCHOOL: RENTON SCHOOL DISTRICT 13932 SOUTHEAST 159TH PLACE ' Cfl RENTON, WASHINGTON 98058-7832 r OFFICE NUMBER: 425-260-3412 darrell.offe@comcast.net METHOD OF SURVEY: INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS SET BY WAC 332-130-090. UNDERGROUND UTILITIES: BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD. GEODIMENSIONS ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT RESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. VERTICAL DATUM: NAVD 88 PER CITY OF RENTON CONTROL PT 1852 BASIS OF BEARINGS: SOUTH LINE OF SE QUARTER OF SEC. 10 BEARS N88°21'09"W PER KCAS SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: D.L. OFFE, P.E. DRAWN: ONE INCH DATU M CHECKED: AT FULL SCALE NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SURVEYOR: TERRANE SURVEYING ATTN: ANDY MCANDREWS 10801 MAIN STREET, SUITE 102 BELLEVUE, WASHINGTON 98004 OFFICE NUMBER: 425-458-4488 AndyM@Terrane.net TABLE OF CONTENTS 600ulIaamato]I10.1a 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 111111 COVER SHEET LAYOUT CLEAR, GRADING & EROSION CONTROL EROSION CONTROL DETAIL & NOTES COMPOSITE UTILITY PLAN LWAC O PLACE NE NE 5th PLACE / PUBLIC ALLEY NE 6TH STREET STORMWATER VAULT DETAILS DETAILS & NOTES DETAILS DETAILS SANITARY SEWER PLAN LANDSCAPE PLAN L-1 LANDSCAPE PLAN L-2 LANDSCAPE PLAN L-3 TOPOGRAPHIC SURVEY STREET LIGHTING PLAN STREET LIGHTING PLAN CITY OF PRI RENTON Ntor Planning/Building/Public Works Dept. R-390701 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING I Fitz -James 08/30/2017 REGIONAL FIRE AUTHORITY eriro APPROVED o cthomas 08/30/2017 19� "EA WASTEWATER UTILITY dchristen 08/30/2017 ' SURFACE WATER UTILITY rstraka 09/01 /2017 MEAD SHORT PLAT TUSCANY CONSTRUCTION, LLC COVER SHEET 522 HOQUTAM AVENUE NE RENTON, WASHINGTON DATE: FIELDBOOK: PAGE: DRAWING NO: SHEET: 1 OF:2 0 NOTE: rs- (3) C17 I O i 0 Lu Q J n I— rr O U) 0 Q W 5 W W A PORTION OF THE SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON MEAD SHORT PLAT CONDITIONS OF APPROVAL: THE MEAD SHORT PLAT, FILE NO. LUA16-000138, SHPL-A, AS DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN THAT COMPLIES WITH RMC 4-8-120D.12 TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW. STAFF RECOMMENDS THE FOLLOWING STREET TREE PLANT SCHEDULE: UP TO THREE (3) PRINCETON ELM (ULMUS AMERICANA) STREET TREE ON NE 6TH ST; UP TO SEVEN (7) REDMOND LINDEN (TILIA AMERICANA) STREET TREES ON ILWACO AVE NE; AND UP TO FIVE (5) KATSURA TREES ON NE 5TH PL TO MEET THE MINIMUM SPACING REQUIREMENTS FROM STOP SIGNS, STREET LIGHTS AND OTHER TREES. THE DETAILED LANDSCAPE PLAN SHALL DEMONSTRATE COMPLIANCE WITH MINIMUM TREE DENSITY REQUIREMENT. COMPLIANCE WITH THESE REQUIREMENTS MAY BE ACCOMPLISHED THROUGH THE INSTALLATION OF MINIMUM 2 INCH CALIPER TREES OR THROUGH THE RETENTION OF EXISTING TREES OR A COMBINATION THEREOF. THE ONSITE TREES SHALL BE INSTALLED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE NEW HOMES. 2. THE APPLICANT SHALL DESIGNATE TRACT A AS A COMBINED STORMWATER AND TREE PROTECTION TRACT. 3. TRACT A AND LOTS 1, 2, 3 AND 7 SHALL BE REQUIRED TO TAKE ACCESS FROM THE PUBLIC ALLEY. 4. THE APPLICANT SHALL PROVIDE A REVISED ARBORIST REPORT THAT ASSESSES THE HEALTH, CONDITION AND VIABILITY OF ALL TREES TO BE RETAINED. A REVISED ARBORIST REPORT SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. IN ADDITION, THE LOCATION, HEALTH AND VIABILITY OF THE PROPOSED STREET TREES WOULD ALSO BE SUBJECT TO APPROVAL OF THE CITY ARBORIST PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 5. THE APPLICANT SHALL BE REQUIRED TO PROVIDE, TO THE CURRENT PLANNING PROJECT MANAGER, TREE RETENTION INSPECTION/MONITORING REPORTS AFTER INITIAL CLEARING, FINAL GRADING, AND ANNUALLY FOR TWO (2) YEARS BY A QUALIFIED PROFESSIONAL FORESTER. THE INSPECTION/MONITORING REPORTS SHALL IDENTIFY ANY RETAINED TREES THAT DEVELOP PROBLEMS DUE TO CHANGING SITE CONDITIONS AND PRESCRIBE MITIGATION. 6. THE STORMWATER VAULT PROPOSED IN TRACT A SHALL BE DESIGNED TO BE LOCATED UNDERGROUND AND/OR COVERED IN SOIL. NO PART OF THE VAULT SHALL BE PERMITTED TO PROTRUDE FROM THE GROUND SURFACE. IF IT IS DETERMINED THAT SUCH APPLICATION IS NOT FEASIBLE AN ALTERNATIVE METHOD COULD BE PROPED FOR APPROVAL BY THE PLANNING DIVISION. ALL GROUND/ SOIL LOCATED AROUND AND OVER THE VAULT SHALL BE LANDSCAPED. A REVISED VAULT AND LANDSCAPING PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 7. A HOME OWNERS ASSOCIATION SHALL BE ESTABLISHED PRIOR TO RECORDING OF THE SHORT PLAT. THE HOME OWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF ALL COMMON IMPROVEMENTS. HOA DOCUMENTS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER AND THE CITY ATTORNEY PRIOR TO SHORT PLAT RECORDING. S88°21'18"E 308.38' (C) NE 6th STREET F 300.10' S88'21'18"E p 61 A5 AREA TO BE DEDICATED o 0 AS PUBLIC RIGHT-OF-WAY F 121.50 S8 w z __ 135.04' S88°21 ' 18 "E 15.80' 42.44' I w � w 1 w 64 Ln OF 0.50' S00° 10'52"E Q I o 1 a �° °° z I Oon7N r� Q � 00 O =I 1 I 152.61 PUBLIC ALLEY 3,052 SQ. FT. ...................... . I 1 00 N7 Al �01 0 I 5 AREA TO BE DEDICATED AS PUBLIC RIGHT-OF-WAY 1� 13.00' - - 140.82' S88°24'03"E 0 _ _ 165.05' _ S88°21'18"E _ _ E _ NE 5th PLACE S88°24'03"E 184.06' (M) LLI ' zl�__j W �00 z 0iLq W N rn > N N QLi Li N O I U Ln Ln N N I", J p p Z Z S8_8°21'18"E 242.05' (M) N88`20'35"W 242.08' (LM) OA R=1 1.50' L=17.78' OB 4.42' S88°21'18"E OC 26.50' OD 24.00' OE 26.50' OF PRIVATE UTILITY EASEMENT (TYPICAL) OG 10' PRIVATE STORM EASEMENT OH STORMWATER AND TREE PROTECTION TRACT (PRIVATE) JO N 57°32'22"W, 11.82' TOTAL R/W TO BE DEEDED TO CITY OF RENTON 16,943 SQ. FEET. AREA TO BE DEDICATED 5 AS PUBLIC RIGHT-OF-WAY 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 A4 AS -BUILT 12-12-2018 GRAPHIC SCALE 0 15 30 60 I inch = 30 feet CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY TERRANE SURVEYING, INC., ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. RECORD DRAWINGS R-390702 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C'7 LO T A u 00 T O O O C6 Q J ►i co CD I C0 Q J n titi L . pay, OFFE ENGINEERS°°°°F ° WA °° / / SURVEYED: SCALE: VERTICAL NAVD 1988 DATE: O ° P�� w N�,y�T N 5 INDICATE DEDICATION OF PUBLIC ROW D.L.O. 04 04 � HORIZONTAL: NAD ,sas�,ss, MEAD SHORT PLAT 04/04/2019 �° �y°° 4 AS -BURETS D.L.O. 12/i$/ia CITY 0 F FIELDBOOK: 13932 SOUTHEAST 159TH PLACE Ao _ >� DESICND.L. OFFE, P.E. TUSCANY CONSTRUCTION LLC (� 3 SIDEWALK RE -ALIGNMENT FOR EX. TREE D.L.O. 7/12/1a RENTON WASHINGTON 98058 ° RENTON PAGE: ° 2 FIELD CONDITIONS W/EX. W.M. CONFLICT D.L.O. 3/o5/ia D1�W"� PROJECT LAYOUT p PHONE: 425-260-3412 ��°°.�' 27460 ° ONE INCH DATU M DRAWING N0: ��c/STE��,� 1 EXISTING TREE REMOVED IN FIELD D.L.O. 1/15/18 CHECKED: IF NOT LL ONEINCHPlanning/Building/Public Works Dept. 522 HOQUTAM AVENUE NE Q CONTACT: DARRELL OFFE, P.E. SS�ONui AL°°�� 04/04/2019 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RENTON, 2 20 WASHINGTON SHEET: OF: 2 Q Z Ll EROSION CONTROL NOTES A PORTION OF THE SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON ~ O 1. THESE NOTES SHALL APPEAR FOR PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: ry9 W °^ 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A xyy Z b�. O PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, w x ° PUBLIC WORKS DESIGN ENGINEER. z y ►. w .25 k� >-RIM=455.33INL 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION IE 18" CPP S=450.63 Lu AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING Q 1 •yy IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX "D" OF THE SURFACE FD MIC tr WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION CONC MON W/BRASDND0.3 O xyye° PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMTS SHALL BE PERMITTED. THE CLEARING c� INL °zo DI 12" RIM=455.64 e x LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. E=460.26 °�9� IE 12" CPEP N=451.82 x�1' PKBNAIL 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINING OF CONSTRUCTION ° .yy 3o� AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS ^�HYo� �,� ° RIM=45603 SSMHs 1 INL ZZ F`' °d � 8" CONC N/SE 0v RIM=45 .02 CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL '�, °�, slip. 12" CONIC PIPE x r LGMA❑EHH CTR CHAN=4491�h1 IE 18" PEP E=449.44 Q PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR �"" �` ^ 4S 6y ,ry IE 18" PEP N=449.52 WV ^ x J FOR THE DURATION OF THE PROJECT. x�,0y ►•. � x� S88.21'18"E x308.38' (C) °�T Ax WASHER, ",sots' ''" 4 ° 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN B5 - - Nsszo'35"w (LM) �- - - - - - _ - - CLEARING LIMITS"f`�� OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF -- - _ _ - - _ - - - - - -'0L - - NE 6th STREET,8s2i'�a'E 242.05' (M) ,tiy S88' '18" �- _ N88.20.35"W 242.08' LM SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION ^y RM 46 6 . I p " IC%LEARING S� I�`�'E 30 • - - - - 2B"FIR - - 12"FIR ( ) O AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME °�, ' " CON "4W216 `' ° °" �� IR ° } 0 22"FI I = THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS a. x ,°ry "� 12 p, ASHER "15025" PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ °� w 0.2' 0.4' E. N�2 ") SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. PP ,?° z 1 - °v h > x"y xy¢ ,o""0ED yy�o« ,�y9' 27.35' (c m Oti 24"FIR 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE w >2~:GONG PIPE x� S88.2t1s E 135.04' x ,y SSMH O x ry RIM=455.99 INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS N ° .;.:.',.'+E=gss.3a �9. 8" CONC NW/S :.,........: x W CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE �00 W 1 120 20"FIR CTR CHAN=44s.1s SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE��' > - I 14"F " NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED SITE. DURING THE ° INSTALL SILT FENCING COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE o0yx. y' --: � 1 PER STD. PLAN 214.00 I 8"° xy TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE Q ALONG PROPERTY LINE I ,4" ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO I ° FI INSTALL SILT FENCING PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECIEVING DRAINAGE SYSTEM. �,� , . I °,4"FI OP6 PER STD. PLAN 214.00 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT A� IE=45B.z x i , �, ALONG EDGE OF EXISTING ROAD CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,s ILL CHANNELS, OR RETENTION FACILITIES. 1 >> ✓ I w 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE Z ° I O uMo HH DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST - MARCH 30TH) OR TREES TO BE RETAINED x < 4yy9 SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST - SEPTEMBER 30TH) SHALL BE (SAVED), INSTALL EXISTING TREE co IMMEDIATELY STABILIZED WITH THE APPROVED ERC COVER METHODS (e.g. SEEDING, PROTECTION FENCING2)14"MAP " PER DETAIL ° x 24" �U)I O x°^ MULCHING, PLASTIC COVERING, ETC.). SHEET 4, (TYPICAL) oI I Q LLI 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL W CONSTRUCTION SITES CLEARING BEWTEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS9 cal yy E,INL = OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. `- -18,. -�,,� x x� �I x TRW_V5. lASHER "15025" W 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX "D" OF THE SURFACE o >2 0 ° ��P ILu WATER DESIGN MANUAL. oI P �,c�ll 454.86 11. ANY AREA NEEDING ERC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE PP INSTALL SILT FENCING x Q�� I I _ .2" DI NE=450.36 PER STD. PLAN 214.00 e E 12" DI S=450.31 ADDRESSED WITHIN SEVEN (7) DAYS. xx° 0�' xo9 xoo ayy 12. THE ERC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. I 6' 12"0°10" mm w W 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. y THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. x' I aa0 m9 yy"° y x 14. DURING THE TIME PERIOD OF OCTOBER 1ST - MARCH 30TH, ALL PROJECT DISTURBED SOIL AREAS, x0 THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED x I� 5� x0. BY MULCH, SODDING, OR PLASTIC COVERING. 13;0, 457 y ry 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL i Iz J INSTALL UAIC;H HA51N FILILK BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE ,y I�� ° I a 0 WITHIN EXISTING CATCH BASIN STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION x x x`� M PER STD. PLAN #216.30 SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES �° �° I / �, SAP °,+ °� (TYPICAL) ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. ° �� y- pFF ° INSTALL STABLIZED CONSTRUCTION FIco 9 �� co Fil BL x'� E 12" I N=449.84 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE ENTRANCE PER STD. PLAN #215.10 1 I �y^k G �yy ,4R HB)` E 12" 15=449.66 REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. UTILIZING EXISTING ACCESS DRIVEWAY y , 1 ^"; /'„� o0 DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. y I f'0 �,4FI z y A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED x I r �x x/ x`,^ SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. I 14" x v� Q I �_0 17. ALL EROSION AND SEDIMENTATION MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY 32"CED G / I / zz" IR° x z cE I =IX IS COMPLETED. I ° 12..L` INSTALL SILT FENCING Cl PER STD. PLAN 214.00 �S8 \nF I ---- 454-^1 18 CEi �' % y� m ALONG PROPERTY LINE I I a a" s i0l ------REBA �DEHH FD REBAR/CAP "3 55" x ( A ^ 1 N, .1' HYD 7.5' - 1 kyo EHH^Q GRAPHIC SCALE q LUM ^° yry a" h 0° �1011 a� .. I ^ 1 ^ I �► s �x 455.59 x�QWV P x PK NA x� yyy ayy� - M >` - p.4'` S6 WV4yyb` ry, 0 15 30 60 NE 5LACE x � O xk� A. ° ^,�3 th ^°ry (N88'20'45" J84.06' HB) 9 y ry° ry " yy N88'�'i 18"1Al �^" y^� CONC ^� 0° ^ � y,,•� ,,^0 SSMH g6' CALC LUM�❑EHH " cza �� ►°6 op y�, " n�� ro� l inch = 30 feet RIM=457.9A• N n' 8" CONC E/W �0A RILSSMH- 0 e' yy CTR CHAN=449.75 �=z INLRIM=456.25 INL •`'y ' ❑EF�i S TU R C TU R A L NOTES >C)o B"d5��@1 W RIM=455.61 455.13 SSMH 0 n CTR ICH14iT=NM6k89945P.98 W=449.01 ❑EHH °'b RIM=455.68 z a IE 12" CPEFE E7345MW N=448.71 y° yx 8" CHAN W/S INSTALL SEDIMENT TRAP PER CITY Z IE ,z" CPEP 5E=448.96 yy 455.04 CTR CHAN=446.60 O 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. 2. ROCKERIES ARE CONSIDERED TO BE A MEHTOD OF BANK STABILIZATION AND EROSION CONTROL. 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). OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. WASyo�'�,�t> 27460 O°o SS�0NAL'� 08/14/2017 N0. REVISION STANDARD DETAIL 211.00, TOP OF BERM=455.00 SURFACE AREA © 454.00=620 SO. FEET SURVEYED: DESIGNED: D.L. OFFE, P.E. DRAWN: CHECKED: BY DATE APPR APPROVED: R-390703 RIM=454.36 4w IN COMPLIANCE WITH CITY OF RENTON STANDARDS IIL DEVELOPMENT ENGINEERING SURFACE WATER UTILITYIrlmlill DIRT QUANTITIES CUT: 850 CU. YARDS FILL: 620 CU. YARDS LE: VERTICAL: NAVD 19158 CITY O F HORIZONTAL: NAD 1983/183/1991 PRI RENTON ONE INCH DATUM Ntor AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY A, u CD T O O O Q J ►i O O Cfl (Fitz -James 08/30/2017 rstraka 09/01 /2017 V41wQ J 0- DATE: O MEAD SHORT PLAT = TUSCANY CONSTRUCTION, LLC FIELDBOOK: W PAGE: �/ CLEARING/GRADING & EROSION CONTROL DRAWING NO: 522 HOQUTAM AVENUE NE W RENTON, WASHINGTON I SHEET:3 OF:20 G rs- (�3y)'� C-,J O 1 LU Q n I- rr O �_ v) W 5 Iq I- LU LU v/ _11 NOTE: 1. REFER TO LANDSCAPE DWGS FOR SPECIFIC TREES TO BE FENCED. N Y INSTALL TREE PRESERVATION (FENCE 5' FROM DRIP LINE w ZIJ a �IO SIGNIFICANT EXISTING TREE 5' TO BE SAVED MARK TREES TO BE SAVED WITH FLAGGING T TYPICAL EXISTING TREE PROTECTION PUTS, 1-7/8' STRUCTURAL WEIGHT STEEL POST SET 2' BELOW GRADE WITH 11 GAUGE GALVANIZED CHAINLINK MESH. SET POSTS 10' O.C. MAX, 6'-O" TYP. 2'-0" TYP. EROSION CONTROL WET SEASON REQU I REM ENTS Sites with exposed soils during the WET SEASON (October 1 to April 30) shall be subject to special erosion control provisions. These special provisions are required in addition to the standard TIC cover measures. Please notify contractor of these requirements. All projects that clear, grade or otherwise disturb the site, must provide erosion and sediment controls to the maximum extent possible, to prevent the transport of sediment from the project site to downstream drainage fatalities, water resources, and adlacent properties. The following provisions for wet season construction are detailed in Appendix ID of the 2OD9 Kng Count Surface Water Manual. Please ensure your site is protected and complies with the special provisions outlined below. The basic requirements are: 1. The allowed time that a disturbed area can remain unworked without cover measures is reduced to two (2) days, rather than seven (7) days. 2. Stockpiles, seep cut, and fill slopes are to be covered or protected with mulch, sod, plastic covering, jute mat etc, if left unworked for more than 12 hours. 3. Cover materials (plastic, matting, etc) sufficient to cover all disturbed areas, shall be stockpiled and available on site. 4. All areas that are to be unworked during the wet season shall be seeded within one week of the beginning of the wet season. Seeded should be completed by September 23. 5. Mulch is required to protect all seeded areas. 6. Rfty linear feet of silt fence (and the necessary stakes) per disturbed acre must be stockpiled on site. 7. Property installed silt fencing is mandatory along the downslope of all disturbed areas of the site. Perimeter protection filters runoff and reduces the amount of sediment that may leave the site. 8. Sediment retention is required unless no offsite discharge is anticipated for the specified design flaw. 9. Construction road and parking lot stabilization are required for all sites unless the site is underlain by course -grained sail. 10, Surface water controls are required unless no offsite discharge is anticipated for the specified design flow. 11. Phasing and more conservative I3MPs must be evaluated for construction activity near surface waters. 12. Any runoff generated by dewatering shall be treated through construction of a sediment trap when there is sufficient space or by releasing the water to a well vegetated, gently sloping area. Since pumps are used for dewatering, it may be possible to pump the sediment -laden water well away from the surface water so that vegetation can be more effectively utilized for treatment. Astraw bale filter shall be placed around the discharge from the dewatering pump. If there is not space for a sediment trap or 25 feet of suitable vegetation, other filtration methods shall be required. 13, The frequency of maintenance review should be increased from weekly to daily where warranted. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. JOINTS IN FILTER FASRIC SF54L BE SPLICED AT POSTS USE STAPLES, WIRE RI4GS, OR rMAVAtFNT Tn ATT9[-_4 FARRIC In PrATk POST SPACING MAY SE INCREASER TO W IF WIRE BACKING IS LIS?� 7kT SY 14 GB. SHIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4-,4- TRENCH LEWCKrILL TRENCH WITH 7 NATIVE SEAL vw wooD POSTS- STEEL FENCE .` POSTS, REBAR, OR EOUMALENr IIDTES 1. CONDmON OF USE 1A. SILT FENCE MAY BE USED DOWN SLOPE OF ALL DMURBEDAREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROU3H THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 9. DESIGN AND INSTALLATION SPECIFICATIONS 2.1- THE GEOTExTiLE LASED NCST MET -HE STANDARD LISTER BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30- 1W 51EVt SRC IR6&Cr. I WMj'O 151LT FILM A[S{ARTM04751' FY1W 51EVE SIZE Ie Y.)OU ISMM=OI OTHER FABRICS IwATER P ERMrm HTT iA3TM D"0.O25EC"1MNIMWq GIMBTENSILE STIENCHRIASTM CW632j 11N: IS. Mk. Fn4 FIT RA CTAFN rm IARR:L 100 M. MN. FOR STANDARD STRENGHT FA BRIM GMB TEN 51 LE ELCNGATIDN JA5TIA D4rA21 30M 1TAX ULTRAVIULATE RG157ANGz JASPA D4355 7o%WN. 2.2. STANDARD STRENGTH FABRIC REOJIRES WIRE BACK INGTO INCREASE THE STRENGTH CF THE FENCE. WIRE EAACKING OR CLOSER POST SPACING MAYBE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE 13 INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE 15 VTELL BURIED AND SECURE IN A TRENCH THAT STAB ILILES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOE ARE EVIDENT UPHILL 00 THE FENCE, THEY MUST BE INTERCEPTED AND 0OWEYE0TOA SEDIMENT TRAP OR POND. 3-3- IT IS IMPORTANT TO CHE,,K THE UPHILL SIDE OF THE FET.CE FOR SIGNS OF THc FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING C HANNELIZATI ON OF FLOWS PARALLEL TO THE FENCE IF THISOCCUIRS. REPLACE THE FENCE DR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT hK73T BE REMOVED WHEN SEDIMENT IS B INCHES HIGH, 3-5- IF THE FILTER FABRIC (GEOTEXTIL.EI HAS DETERIORATE♦1 DUE TO ULTRAVIOLETBREAKDOWN. IT SHALL BE REPLACED - PUBLIC WORKS DEPARTMENT SILT FENCE SAD. PLAN - 214.00 MARCH 2008 9 DRIVEWAYS SMLL BE PAVED TO THE EDGE `Y OF RAW PRIOR TO INSTAL LAMON OF MITE SS G" CONSTRUCTION ENTRANCE TO AVOID V' DAMAGING OF THC ROADWAY IT {S RECOMMENDED TMT THE R = 25' MIN.-11 ENrRANOF.. BF CROWNED SO THAT RUNOFF DRAIIMS OFFTFE PAT] INSTALL DRIVEWI 13 A ROADSIDE DI PER CrrY ROADS 6� 12" NI N. TFIICILNE99 �- PROVIDE RRL WIDTH OF NOTES INC 1EMEGRESS ARM 1, CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1.000 FEET OFTHE SITE. GPAS TENSILE 5TRE BNGTH JASTM D4751) 1200 P9 MIN. GRAS TENSILE fIANGAT 10N (ASTM D4E.32I 3G°.G TAA %. MULLEN BURST STRENGTH (ASTM 03786-80A 400 PS MIN. AOs ASIM047S1] 20-45W-5-STANDARD5IEVE SIZE I 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL {WOOD BASED MULCH] MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRYSPALLS IN ARES THAT WILL BOTBE USED FOR PERMANENT ROADS. HOG FUEL IS NO- RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRETHE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT =ROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTNENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STAN13ARDA 3.1, QUARRY SPALLS SHAL- BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 32. IF -HE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THENALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED ATrH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIu1ENT TRAP OR POND, 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDI MENT COL LECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY HASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A 5MAIL L SUMP MUST BE CONDUCTED, THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND ❑tSCHARGED APPROPRIATELY. 3.4- ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND ENO UP ON THE ROADWAY SHALL BE P.EMOVED IMMEDULTELY- 3.5- IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTR7NCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC - PUBLIC WORKS STABILIZED SM. PLAN - 216.10 * 1* DEPARTMENT CONSTRUCTION ENTRANCE 112ARCIi 2009 WX DRAINAGE GRATE TRIM GRATE FRAME � 9 SEDIMENT AND DEBRIS DVFRFI OW BYPASS � BELOW INLET GRATE DEVICE y FILL"� WATHi 6 A SECTION VIEW DRMNAGEGRATE .. RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM rTYP.I ❑ 'V '�� f o H J BELOW NLET GRATE DEVICE OVERFLOW BY PASS ITYP.] ISOMETRIC VIM NOTES 1. Sloe the BEIUW Inlet Grate Device (BIOD) for 1he storm vater struch.re it will service. 2- The B113D shall have a built-in sigh -flow Feler system (Cvadlow bypIaa). 3. The rel'leval system must allow removal of fie SIGD wl31out Spiillng the cellecled mateal- 4. Perform mairdenarce in accordance with Standard SpeciFcabon 8-01.3(15). SAD. PLAN - 216.30 +I� * PUBLIC WORKS CATCH BASIN FILTER DEPARTMENT MARCH 2O0B 4' MIN 1' DEPTH 2'- 4- ROCK 3 2'SETTLING DEPTH , r 15'SEDIMENT STORAGE ` 1' DEPTH 3N-- 1.112- WASHED GRAVEL CROSS SECTION NTS T OVERFLOW DEPTH OUTFLOW CHANNEL IF CONSTRUCTED BY EXCAVATION FILYERFABRR;FENCING OVERFLOW SPILLWAY TMN WIDW I.S' SEDIMENT STORAGE Z SETTING DEPTH 6 1' DEPTH OF 7i'ROCK 1' DEPTH OF S4'AZ WASHED GRWEL. NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM Y SM. PLAN - 211.00 C� PUBLIC WORKS SEDIMENT TRAP DEPARTMENT MARCH 2O0B WASyo��t> SURVEYED: DESIGNED: D.L. OFFE, P.E. ° DRAWN: 27460 CHECKED: /STFA_ Fss� 0 N A L ° ° 08/14/2017 NO. REVISION BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M �3�l�x�l�[�l►��l�[.Y��N��1�1:�1►LeZK�]►E.9ri�l�l�[�L A. THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DROP LINE OF ANY TREE TO BE RETAINED. B. PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DROP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL Zt TO ONE AND ONE -QUARTER FEET (1.25') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, co WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. LO PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE 194- WORDS, "NO TRESPASSING - PROTECTED TREES", OR ON EACH SIDE OF THE p FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED O TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL CI BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE r SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. D C. IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. U THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. D. THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DROP LINE OF ANY TREE TO BE RETAINED. E. THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DROP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1') OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. F. ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO 00 INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE CM MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. G. THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE O O ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. CITY OF PRI RENTON Ntor Planning/Building/Public Works Dept. CONSTRUCTION SEQUANCE 1. PRE -CONSTRUCTION MEETING. 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. INSTALL TREE PROTECTION FENCING AS SHOWN ON PLAN. 4. INSTALL CATCH BASIN PROTECTION AS SHOWN ON PLAN. 5. INSTALL AND GRADE ROCKED CONSTRUCTION ENTRANCE. 6. INSTALL PERIMETER PROTECTION AS SHOWN ON PLAN. 7. CONSTRUCT SEDIMENT TRAP AS SHOWN ON PLAN. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PORJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURE'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND EROSION CONTROL MEASURES REMOVED. R-390704 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING .J SURFACE WATER UTILITY � ,� ILI T D J CM O O 0 cfl (Fitz -James 08/30/2017 rstraka 09/01/2017 Q MEAD SHORT PLAT TUSCANY CONSTRUCTION, LLC EROSION CONTROL DETAIL & NOTES 522 HOQUTAM AVENUE NE RENTON, WASHINGTON J n IIr DATE: O FIELDBOOK: PAGE: DRAWING NO: Q SHEET: 4 OF: 20 LU 75 NOTE: LO W W �2 V / Q Z U_ SECTION C.2 ON -SITE BMPS Future updates to the instructions will be posted on City of Renton's Surface Water Design Manual website. A reproducible copy of the instructions, prepared for inclusion with the declaration of covenant, is located in Reference Section 8-M. FIGURE C.2.11.A SCHEMATIC REPRESENTATION OF A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESIDENCE RANDOM FILL 6" Mt IN. 16" MIN. FILTER FABRIC 6" PERFORATED PIPE m�- 12"-a" WASHED ROCK 24" MIN. �- TRENCH X-SECTION NTS SLOPE ► TO ROAD DRAINAGE SYSTEM Tx IO' LEVEL TRENCH w/PERFORATED PIPE PLAN VIEW OF ROOF NTS 12/12/2016 C-96 2017 City of Renton Surface Water Design Manual A PORTION OF THE SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON ti0 y� y�9 w �o b y � �y INL �IM=45 .25 a`� c9 RIM=455.33 IE 18" CPP S=450.63 byy z FD MIC CONC MON W/BRASS DISC ; byg�y ON 0.3' D °g INL I a°1'• ZO ;0 DI 12" ei'1 b =460.26 I " RIM=455.64 IE 12" CPEP N=451.82 O ,y c EX. ADA RAM P PKBNAIL O Q ayy m =1 EX. ADA RAMP SSMH > Z �HYD ,g G #X� ° " 12CONC PIPE g TYPE 3 h9 LUM�❑EHH RIM=456.03 8" CONC N/SE __ J y, I O; IM=45 .02 eP DQWV , bg�• ,• E=459.59,e ` BARRICADE °gee ,s�11 CTR CHAN=4{?-I , 0by IE 18" PEP E=449.44 IE 18" PEP N=449.52 NE 6th STREET "" X01 x4 y, s N� 6th ST;,REE ti a� ge 0• a� - S88"21'18"E 308.38' l�J N88'20'35"W (LM) ^b'-,SET PK % WASHER "15025" Xboo Xb�g ag LS �' ��• o� o WD#90 WM S88.21'18"E 242.05' (M) ,tig EX. FLOW LIN � S88' '18" - �e nioo•n� °�• 1�' MH =46 6 CON " w '' S88.21'18"E PROPOSED 8" NE 6th STREET C R CHA 216 11 WM ag°6 ° . 3 gb ao" w z m x X b a ti FD REB NO C ' y . Sr l6�2�"LNASHER "15025" � o W � 27.35' (C) �s w ` o. r a°j°'a y op, m 27 TAIL D . .. 12. nNC PIPE .... ......:...:1E=459.38 by• _ _ _ - - - x M_ EX. ADA RAMP aJ A n o z I w _ ° ® 8CONC NW/S CTR CHAN=444.1Q LOT DRAINAGE NOTES: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST 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 PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT FOR THE LOT. LOT NUMBER BMP TYPE MAXIMUM IMPERVIOUS (SQ. FT.) 1 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 2 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 3 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 4 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 5 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 6 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 7 RESTRICTIVE FOOTPRINT 2,500 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 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 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. �OD > I I ti Q S88.21'18"E I 30.01' A b � I 0 0 ° x °0y �O, x x I � I � O \-12""PVC Al I IE=458.22 0 V M-V co 0 � r• s a ;� I v z I I UI I 0w{� M y XX� X t.n NI I �I � 0 J O O IV PP I I �, x g, M I0 a�. �i I xbI I I I x x ay^6 I ID I x yip b I y x0 G by^^ I byty x I g^g b XoP GI TEX e <P ®< FD REBAR/CAP "37555" xb x-- �° �w op 7.5' Xop b x 'g1 ° xM ti0 titi b a N88.2A 8"W SSMH 96' CALC RIM=457.94• 8" CONC E/W CTR CHAN=449.75 NOTE: ALL DRAINAGE CONNECTIONS TO THE PUBLIC STORM DRAINAGE SYSTEM SHALL BE BY PERFORATED PIPE CONNECTION DETAIL ABOVE, TYPICAL. WASyo�'�',C>;' 4 ° 2 27460 0 o�FSS 0NAL��\ 1 12/18/2018 NO. AS-BUILTS SIDEWALK RE -ALIGNMENT FOR EX. TREE FIELD CONDITIONS W/EX. W.M. CONFLICT EXISTING TREE REMOVED IN FIELD x` I ram' � I 20' J 0 y ayy^ O o V ce bey 26' in. x byy. I UMg ❑EHH CO Pb L le x O- X x M "15025" 454.86 IE " DI NE=450.36 ° ey IE b2 I S=450.31 X O Z X a�0 ry O 1 x O N b� rtim w NEW WATER SERVICE _C,z TYPICAL N N W x b� b� X mob^ 1� 1 X O b°g Q titi I� _ xj❑A II big II II x II bg^ I I I I II O X b0 IJ J x ay V II ��Q II II y� II Ilxb`' II II II II II u n �, II �qti II n II u �•" II II tAVEL APPROX. LOCATION II PER PSE MAPPING o � --- ,� x b F2 G ^,y m S88.21 'A0"E 165.n" 6 `V PK NAIL._ ."ir. //.. .. .... S88.24'03"E 1g^oti (N688.20'45"Iy�84.06' HB) CONIC o0 by �. LUMg ❑EHH c Z a =10-0 r1-0 =o �Ox 0 O 00 Z D \6" SANITARY SIDE SEWER STUB TYPICAL EACH LOT SURVEYED: D.L.O. 12/18/18 DESIGNED: D.L.O. 7/12/18 D.L. OFFE, P.E. D.L.O. 3/05/18 DRAWN: D.L.O. 1/15/18 CHECKED: O] Q� �a J 2 ' rnir;�' RIM=4EC52 E 12" I N=449.84 14' B) R E 12" I S=449.68 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 EXISTING SANITARY SEWER SERIVCE BY CITY OF RENTON EXISTING WATER SYSTEM AND HYDRANTS PROVIDED BY WD #90 x b�. I STORM=449.30-450.30 12" m_U SEWER=447.30-447.97 8") C- VAULT DRAIN=451.40-451.74 (4") r 13' STORM=449.17-450.17 12" I WATER=452.60-453.27, (8") VAULT DRAIN=451.10-451.44, (4") IIm FD MI( pDNG EX. ADA RAMP e A 5 $7' G. .1 'vZ ❑� H H YD EHH p yy. b F' 1011 Xgg1 LUM ayy?° yyhti g g,, a b IN IIW VA 111L`>:��IlX1�lLL'!I!><:�l7lL'1��11 RIM=456.25 INL 8" CONC N/E��W RIM=455.61 CTR CHAN=447 110512" CPEP W=449.01 INL IE 12" CPEP N=448.71 RIM=456.18 IE 12" CPEP SE=448.96 IE 12 CPEP N=452.43 E 12" CPEP E=452.33 GRAPHIC SCALE 0 15 30 60 I inch = 30 feet b THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED 0 WV X,�', BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD 6g EX. ADA RAMP VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC., ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE yy _ WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED RIL- 0 0, ❑ PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. b 455.3 SSMH ❑EHH oy RIM=455.68 yb 8" CHAN W/S 455.04 CTR CHAN=446.6 RECORD DRAWINGS R-390705 INL 4.40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w e^ RIM=454.36 xbJ INL RIM=454.42 „ 454.92 A4 AS -BUILT 12-18-2018 SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF R RENTON ONE INCH DATUM val• AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY Nt co L / Nt O A 00 co O O Q J \i i i1 r DATE: O MEAD SHORT PLAT 11L2DK8/2018 = TUSCANY CONSTRUCTION, LLC () PAGE: COMPOSITE UTILITY PLAN DRAWING NO: 522 HOQUTAM AVENUE NE W RENTON, WASHINGTON SHEET:5 OF:20 G NOTE: O co I i 0 W (WEST) 26.50' R 14.19'-14.06' WIDTH VARIES DEDICATED PUBLIC R/W 13.5' 2% MAX. g5' SIDEWALK PER-/ C.O.R. STD. PLAN 102 8' LANDSCAPE STRIP rr VERTICAL CURB & GUTTER O = PER C.O.R. STD PLAN 101 0 Q W W W w z Iw U ,g w �z o� U w 12.44'-12.31' I Q z WIDTH VARIES 0 3 v EXISTING R/W 6' 2 % I- A PORTION OF THE SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON ( EAST) 19.0' R/ 13' VARIES 26.5' I ASPHALT (EXI TING) \-SAW CUT LINE 2" GRIND AND OVERLAY 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. ILWACO PLACE NE ROAD SECTION SECTION A -A, LOOKING NORTH 3LF.. 12" D.I.@S=1.00% REMOVE EX. CB USE 12" COUPLING TO CONNECT TO EXISTING RS (PUBLIC) sss �0 CB#8, TYPE 1 RIM=456.36 IE=453.42, 12"(S (PUBLIC) s TTl � � cl) mzK: II II II �� P,-�� P, � � CP CD CO (.0Ln R w orn? s STA. 10+00.0, ILWACO PLACE NE STA. 33+44.15, NE 5th PLACE m �S = 0119 �S 2 s'iss EX. ADA RAMP OE CB#1A, TYPE II-48"0 RIM=455.31 4 IE=449.46, 12"(W) IE=449.36, 2-8"(E) OF 20LF., 12" SD @S=0.45% A4 OG 2 EACH, 18LF., 8" D.I.@S=2.39% 0 CURB RETURN TABLE R=25.00' C 1 L _39.88' A-88°36'32" PC=33+05.22, 13.00' LT. TBC=457.02 DELTA/2 TBC=456.35 PT=10+38.93, 13.00' LT. TBC=455.70 R=25.00' C2 L _38.64' A-88°33'47" PC=13+ 13.91, 13.00' LT. TBC=455.95 DELTA/2 TBC=456.15 PT=23+07.20, 10.50' RT. TBC=456.35 PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-02 SEE SHEET 7 CA w + 0 Q d I 1 om , VA IAB d '.. /W F z SCl m E i r--i- I R xRSss G SssR ly /xRSS L .S �coEl e0 D � �2 M = MT 44 CB 1, TYPE III" RIM=455.08 IE=449.03, 8"�W)-2 EACH IE=449.03, 12 (N,S) (PUBLIC) C GRADING ADA RAMP NW CORNER NE 5TH PLACE & ILWACO PLACE NE SCALE: 1 "=5' GRADING ADA RAMP SW CORNER NE 6TH STREET & ILWACO PLACE NE SCALE: 1 "=5' 10' PRIVATE FRANCHISE TRACT A ! EASEMENT, TYPICAL VAULT - SEE SHEET 9 SEE SHEET 7 95LF., 12" SD @S=1.007. /Fn ii PUBLIC ALLEY PUBLIC ( ) LOT 6 1 x 66� LOT 7 STREET LIGHTS TYPICAL 4 _ SEE STREET LIGHTING PLANS 2 � - QLF _j 5' -sQ _@5=16_157- - �I RSS (PUBLIC) -��. d - �- I----- - - - - - - - - - - - - - - - - - - - ------------ - g • I • A O 9 d9 ad' .. b, d da'w: .. •• •: 9. Cd•d'd d' w d � 9• 9 dd < 7�� il 1 *m0 x - RS � R R S� 9) 1 1 3.11 1,11.R �R.. T T �u �4 70LF. 12" SD @S=3.01 % (PUBLIC) _ _ Ln _Dd CB#3, TYPE 1 N = RIM=455.09 ; IE=452.10, 12"(N) p (PUBLIC) 12+ - LWAC0 PLACE NE mSTA. 11+36.22, TRACT B(PUBLIC)00 N mrnCB#2, TYPE 1-L W/THRU CURB INLET o 0RIM=454.64 IE=450.09, 12"(N) IE=449.99, 12"(S) IE=449.91, 15"(W) (PUBLIC) x >1, Ln m X Ln 0 N cli 39LF., 12" (PUBLIC) LOT 5 CONSTRUCTION NOTES 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. M_I■M_70Oril-7�-r lIINllrl ii�i OAINSTALL 16' DRIVEWAY APPROACH R1BPER STD. PLAN #104.3 INSTALL 20' DRIVEWAY APPROACH R1B PER STD. PLAN #104.3 INSTALL STREET SIGN PER DWG. NAME G013 STREET NAMES "NE 5th PLACE" AND "ILWACO PLACE NE" INSTALL STREET SIGN PER DWG. NAME G013 STREET NAMES "NE 6th STREET" AND "ILWACO PLACE NE" ALL CATCH BASIN GRATES SHALL BE RECTANGULAR VANED GRATES PER C.O.R. STD. PLAN 204.20 UNLESS OTHERWISE SPECIFIED. CB#6, TYPE 1 RIM=455.85 IE=452.90, 12(W) IE=452.88, 12(SE) (PUBLIC),_)aOZR �0� EX. ADA RAMP �z�Ln c010 0 KC4m CA 4 INT'X, ILWACO AVENUE NE `n - STA. 23+08.39, NE 6th STREET SEE SHEET 8 ,� °° °'d d+ ILWACO AVENUE NE .d0p••C2 I ). ss zoo z 13+00LIMITS OF 2" GRIND AND OVERLAY �99LF. 12" SD @S=1.49% CB#5, TYPE 1i RIM=455.50 IE=452.25, 12" (PUBLIC) CB#4, TYPE 1RIM=454.99 IE=451.04, 12" (PUBLIC) NOTE: GRIND AND OVERLAY LIMITS AND TRENCH RESTORATION SHALL BE PER C.O.R. STD. PLANS H-032 AND H-032.1 CENTERLINE OF DRIVEWAY STATIONING 1 R AS SHOWN ss- ��EX. ADA RAMPON AS-BUILTS frl Fri a? 'r EX. ADA IfLn _��2 z Uri Dncn z II � c0 (D� 9 75 FTI F9 e>606Ln \STA. 13+48.47ILWACO PLACE NE STA. 23+44.32, NE 6th GRAPHIC SCALE 0 10 20 40 N Ln I- O 00O O O O O O O O O �Ln r7O O N r7 Ln CO I- 00 O OLn Iri ur Lri Lri Lri Ili ur Lri ur Lri Lri ur LriIn Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln LnAS-BUILT 12-12-2018I inch = 20 feet 460 ..:... .. ...... .. ...... .460 CONSTRUCTION RECORD DRAWING m THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED PROFILE EXITING Q PROFILE TPCBY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD CENTERLINE (TOP BACK OF CURB) VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY TERRANE SURVEYING, INC., - - - - - = - -- -'- - - - T I 455 ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE ..........:...........-.�.�.-. ..� LL. .� ._ ._ - . .-.___ .-.-.-.-.-.-.-.-.-.-.-.-.-. T. - ............................... .................. ..... ......... WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED : VAULT:OVERFLOW=454.10 : : : : : : : : wg z - - - - - - - - - - - - - - - - - - - - - z PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. 4w ZO cn r APPROX. WM 4 wLF'°12 : I � 99LF , 12 SD C�?S=1.49%g REC0RD DRAW NGS R-390706 SD @S95LF.,12'SD @S=1.00%450......L�..............:...........:................:................:................:............:................:................:................:................:.........�. �....450 z I O EX. 1:2 SD I OOI : : EX. S.S. MAIN : : : : I OU U IN COMPLIANCE WITH CITY OF RENTON STANDARDS "Q �: zl� I I I x 4 CB 5 z EX. 8" W.M. 449.96-450.62 NEW 8" STM(449.20-449.87) INSTALL ETHAFORM PAD AT CROSSING C) ELEVATIONS ICB#3 �4 CB 2 A4 CB 4 RIM=455.50 RIM=455.09 RIM=454.99 IE=452.25, 12"(S,NT 445........:.....4. CB 1 RIM=454.64: IE=.4.5;2..Q3.,..1.2".(.N)................:................:.IE=450:09; 12" N ............................ IE ' 451:0.4; ..12"(N;S).................. 39LF:...12.,, . SD ..@5=1:RIM=455.08 (..)...........................IE=449.03, 12" (EX.)-NS IE=449.99, :12 I:LWAC 0 PLACE NE. 10+00 IE=449.03, 8"(W)-2 EACH IE=449.91, :15" W)CB#6 RIM=455 85 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. L. WASyo��'C>' 5 4 2 2 27460STE 0 o�FSS AL� �N��\ 1 04/04/2019 N0. 1 1 +00 INDICATE DEDICATION OF PUBLIC ROW AS-BUILTS SIDEWALK RE -ALIGNMENT FOR EX. TREE FIELD CONDITIONS W/EX. W.M. CONFLICT EXISTING TREE REMOVED IN FIELD ill 1016MIffiI 12+00 D . L. 0. 04/04/ 19 SURVEYED: D.L.O. 12/18/18 DESIGNED: D.L.O. 7/12/18 D.L. OFFE, P.E. D.L.O. 3/05/18 DRAWN: D.L.O. 1 1/15/18i i CHECKED: HORIZONTAL SCALE: 1 =20 VERTICAL SCALE: 1 "=5' SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 13+00 IE=452.90, 12:" W) IE=452.88, 12:: SE) CITY OF R RENTON VZOOF Planning/Building/Public Works Dept. 445 It co LO O W,u co MTC) OQ 0O i i1 DATE: O MEAD SHORT PLAT o�/04/2019 = TUSCANY CONSTRUCTION, LLC () PAGE: ILWACO PLACE NE DRAWING N0: 522 HOQUTAM AVENUE NE W RENTON, WASHINGTON SHEET: OF: 20 NOTE: rs- m co 1 O qqt 0 w Q n rr O _ 0 Q W W W v/ CJ Q z Ld VERTICAL CURB & GUTTEF PER C.O.R. STD PLAN 10 0 STA. 40+00.0, TRACT B @ PROPERTY LINE A PORTION OF THE SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON PUBLIC ALLEY 20' DEDICATED AS PUBLIC R/W 5 w o z Q J Iry ft�Iw C:)~ w Li' Q U n 10' I 10' 8' I 8' 2% ' `12" w Z_ w J r-) wry a O oZ w L4"MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS TRACT B ROAD SECTION SECTION B-B, LOOKING WEST 40 CB 10 TYPE 1 W SOLID LOCKING LID RIM=455.75 IE=451.35, 6"�W) GRADING ADA RAMP NORTH SIDE/WEST END NE 5th PLACE (NORTH) 26.5' R/W A 13.0' DEDICATED R/W 13.5' 2% MAX. 5 SIDEWALK PER C.O.R. STD. PLAN 102 8' LANDSCAPE STRIP 13.5' EXISTING R/W w IU J w Q Ia J I� w lLn w�L_Lj Z U (SOUTH) 21.0' R/W 13' I 16' 6 I 2651 ASPHALT 2%(EXI I TING) VERTICAL CURB & GUTTER J\\\�4 NEW SAW CUT LINE PER C.O.R. STD PLAN 101 " MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. NE 5th PLACE ROAD SECTION SECTION C- C, LOOKING EAST m BEGIN VERTICAL CURB, GUTTER AND SIDEWALK 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 NOTES 44 26LF., 12" SD@S=1.96% BO INSTALL 20' DRIVEWAY APPROACH R1 B PER STD. PLAN #104.3 4 CO 6LF., 12" SD@S=51.83% ALL CATCH BASIN GRATES SHALL BE RECTANGULAR VANED GRATES PER C.O.R. STD. PLAN 204.20 UNLESS OTHERWISE SPECIFIED. NOTE: GRIND AND OVERLAY LIMITS AND TRENCH RESTORATION SHALL BE PER C.O.R. STD. PLANS H-032 AND H-032.1 CURB RETURN TABLE aR=25.00' C 1 L _39.88' =88'36t32't PC=33+05.22, 13.00' LT. TBC=457.02 Q STA. 31 +66.40, 26.5' LT. STREET LIGHTS TYPICAL Q ` SEE SHEET 6 DELTA/2 F TBC=458.34 SEE STREET LIGHTING PLANS FL=455.85 �, O] IE=451.15, 12 (S) ,� SEE SHEET 7 ~ 1 00 PT=10+38.93, 13.00 LT. O,L S (PRIVATE) ` N I `� I + TBC=455.70 \01� O Aro Y k�� a s N C� �^ k / .. ° I O AD �FI I,/ / W O I p GRAVEL I ,� ��C/ as W y"I FD MIC y/ 1 M APPROX. ATIONI —I------------------ — — .Q I Z �� I " R PSE MAPPING IZ OI Z CONC MON W/BRASS DISC + PER l I B U C J C� D N 0. 4' xkh� b----`--I----------------------------- -- --- �� k W m h oP ®� P o Eby C1 ° I� Q LLJ A k/ ��755 6" PRIVATE STORM LINE xk \6I o U k Q F ° r F� • ° I U EX. ADA RAMP I Q1 m INSTALL ADA ,... J cn RAM P W/ L/ I N PUBLIC ALLEY (R/W) 41+00 1.25% i BEGIN VERTICAL CURB I STA. 40+02.0, 8' RT. 4)y0.4<k5 B TRUNCATED DOMES x ® k�° - 4 Cm 4. A• So, 0 4 A I U-------———— —PK-NWrL —— .-------------------------- ---- q ... • — x — — k^_ _ 33+00 6" PRIVATE STORM LINE • �° ii ~ Ck�o ,o S88°24'03"E \ON� �p I X k x µ / kh k.,h• �G ' C G O — — — — — — — —�O �� ii ,�� I k UM �t�� k��6 ti (N88I�8(�{B) �Dc �jt`� I �� I I I I �k°j ti9 titi CON C 6 `O5 C G �� \AGO /p� �, i l k�,� k.,e �> �hti �o CONC �, Q I, a. CB 2 N188*� 18 W k� k,� h�o + RIM H457.cA•96' CALC LUM ❑EHH 10' PRIVATE STORM �� ° 8" CONC E/w REMOVE EX..I BS=1.00% DRAINAGE EASEMENT �,� I CTR CHAN-449.75 USE 12" COUPLING TO SEE SHEET 7 CONNECT TO EXISTING (PUBLIC) CB 9 TYPE 1 4 RIM=455.41 REMOVE EXISTING INLET END TOP OF CURB IE=450.64, 12 N AT BACK OF SIDEWALK IE=450.66, 12 S TOP BACK OF CURB (PUBLIC) /(TBC) ELEVATIONS TOP BACK OF CURB 00 co c0 c0 c0 O O CO N O I� N O a7 00 � � O O O O � Ln L Lei L0 Ln In In In In In Ln L0 460 4.60...... PROFILE EXISTING CENTERLINE PROFILE TBC OP BACK OF:CURB ...............:...............:...............:...............:...............:...............:...............:... �...........:... ....... ..1:......55...... m 450 z .. .....� .-.� z Cn ...... ....50..... . w N N OIJ o PUBLIC ALLEY (ROW) � � � � I O 445 + w �i ..: a .4......... . �ry °'I�I��m °°� Qm 4 : m�WLda- "-20' m -`� U:x @ HORIZONTAL SCALE: 1 :z 40+00 VERTICAL SCALE: 1 "=5': 41 +00 ~ OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. WASyo��'C�' 5 4 ° 2 �O 27460 O 1 �Fss �NAL�STE��\ 04/04/2019 N0. (TBC) ELEVATIONS N r7 Ln c0 I� N r7 N O 00 c0 N O O 00 00 00 I� LC) Ln Ln Ln Ln Ln Ln Ln LO i I" J .1 IQ k El HI HYD EHHI�� o �5 0oh^LU M �c," h k PERPENDICULAR CURB RAMP m 11 PER WSDOT STD. PLAN F-40.15-02 — - — -� RAMP ENLARGEMENT SEE SHEET 6 INL RIM=456.18 IE 12" CPEP IE 12" CPEP CB 8, TYPE 1 40 RIM=456.36 IE=453.42, 12"-S (PUBLIC) STA. 10+00.0, ILWACO PLACE NE STA. 33+44.15, NE 5th PLACE a_ z� AS -BUILT 12-12-2018 GRAPHIC SCALE 0 10 20 40 I inch = 20 feet CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD 460.......:.............. :............... :.............. .. .. .. .. .. 460 VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY TERRANE SURVEYING, INC., PROFILE EXISTING PROFILE TBC ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE CENTERLINE (TOP BACK OF CURB) w WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED z w PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. I Lijg .. 455.......:..m Y........:...............:...............:...............:...............:...............:...............:...............:...............: 0 ......455.. J Q:fw Q oLn (n Q w aIo -� � Z 450. NE:5thP L/C E � ........�w� ::ID NI.: ......... ......Q 0-4 ..450 . 0 on It zw BUJ 00m : m HORIZONTAL SCALE: 1 "=20' 4 u m ``'`' 32+00 VERTICAL SCALE: 1"=5' 33+00 N N INDICATE DEDICATION OF PUBLIC ROW AS-BUILTS SIDEWALK RE -ALIGNMENT FOR EX. TREE FIELD CONDITIONS W/EX. W.M. CONFLICT EXISTING TREE REMOVED IN FIELD D . L. O. 04/04/ 19 SURVEYED: SCALE: D 1 VERTICAL: NAV988 • D.L.O. 12/18/18 HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: R D.L.O. 7/12/18 D.L. OFFE, P.E. RENTON D.L.O. 3/05/18 DRAWN:VZOF ONE INCH DATU M • D.L.O. 1/15/18 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY RECORD DRAWINGS R-390707 IN COMPLIANCE WITH CITY OF RENTON STANDARDS X, u 00 M T C) O O 1 Q J \o O O 1 DATE: 0 MEAD SHORT PLAT o�/04/2019 = TUSCANY CONSTRUCTION, LLC () PAGE: NE 5th PLACE / PUBLIC ALLEY DRAWING NO: 522 HOQUTAM AVENUE NE W RENTON, WASHINGTON SHEET:7 GF:20 NOTE: I'll- O m co O 0 W w w w z z w J J1 �I w Cn z W W - w 01 0 (SOUTH) o a 1 30' a- z v DEDICATED AS PUBLIC R/W 1 1 5 1 1 14.5' 15.5' 15' 72% MAX. 2% 5' SIDEWALK PER-/ C.O.R. STD. PLAN 102 8' LANDSCAPE STRIP VERTICAL CURB 8c GUTTER PER C.O.R. STD PLAN 101 A PORTION OF THE SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON THICKENED EDGE 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. NE 6th STREET ROAD SECTION SECTION E-E, LOOKING WEST FD MIC CONC MON W/BRASS DISC DN 0.3' 51 LF. 12" D.I.@S=1.05% H YD a° NO a6 �• xwv a ° v xa ► F / 6,tih S88- S MH R M=46 6 ON N W R CHA 41 216 ha + a PP us�2 6°�� W PW Z CURB RETURN TABLE R=25.00' C2 L=38.64' 0=88°33'47" PC=13+ 13.91, 13.00' LT. TBC=455.95 DELTA/2 TBC=456.15 PT=23+07.20, 10.50' RT. TBC=456.35 R=25.00' C3 L=39.93' 0=91 °30' 16" PC=32+75.80, 23.86' RT. TBC=461.53 DELTA/2 TBC=461.70 PT=20+50.04, 20.50' RT. TBC=460.95 °6 DI 12" =460.26� yI.,°j z N11 � �o Q -I �o CI 41 Q 00I rn 0 X wl°° �k oe x = 1 I I I DEDICATED PUBLIC R/W WIDTH VARIES (SOUTH) WIDTH VARIES VARIES _j_ VARIES 2% MAX. 5' SIDEWALK PER C.O.R. STD. PLAN 102 8' LANDSCAPE STRIP / VERTICAL CURB & GUTTER J PER C.O.R. STD PLAN 101 STA. 20+00.00, NE 6th STREET STA. 33+22.58, HOQUTAM AVENUE NE IE=459.69 xa6 CONNECT TO EXISTING ° W/ROMEX COUPLING R=10.00' w w w o' z � J U)�w I � � o z w z' EXISTING R/W 1 26.01 ' (NORTH) 21.0' R/W 1 6' 14' ASPHALT 2% (EXISTING) SAW CUT LINE 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. NE 6th STREET ROAD SECTION SECTION D-D, LOOKING WEST �4 CB#7, TYPE 1 RIM=457.88 IE=454.47, 12"(E) (PUBLIC) THICKENED EDGE xt�, B C eFS88°21'18"E F (C) 21 +00 j N88°20'35"W (L ) - - - - _ _ _ _ _ _PROPERTY LINE � PROPOSED 8" W.M. ��• N Z5 AREA TO BE DEDICATED AS PUBLIC R/W ax o � a STA. 23+08.38, NE 6th STREET =1NT'X ILWACO AVENUE NE AIM=455 r 1 0" PEP N=451 EX. ADA RAMP 0 123LF., 12" SD@S=1 .28% Ss — (PU (PUBLIC) RIM=456.03 LUM 8" CONC N/SE ❑EF„ D CTR CHAN=4 91 O ��l 4S h G S �y �S3 ah �f > q6(o 11 NE 6th STREET �61 a ^ a PROPERTY LINE C3 4NC PIPE r < o--459. 38 A E 0 BEGIN DEPRESSED BACK OF CURB 1 END DRPRESSED BACK OF CURB STREET LIGHTS (TYPICAL) i -s 30. CONNECT TO EX. CMP PIPE W/ROMEX COUPLING SEE STREET LIGHTING PLANS STA. 21 +85.26, 20.50' RT. VERTICAL GRADE BREAK @VERT. CURB AND GUTTER GRADING ADA RAMP SE CORNER NE 6TH STREET & HOQUTAM AVENUE NE SCALE: 1 "=5' W z LLJ wl Q L O U 4 6° Q 8 ° 0 > > ahO 1013 • 456.31 a 0 J i I a`� /\ PK NAZI / ti ^a �•�SET PK a W SHER "1502 x01 xah65 �• 22+0 ..... �� L-J - - - - - -------23+0 ® 4. a 4.. a. e a ad G D _ �6 SEE RAMP ENLARGEMENT SHEET #13 STA. 22+02.09, 20.50' RT. HORIZ. ANGLE POINT @VERT. CURB AND GUTTER IP BACK OF CUR BC) ELEVATIONS 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 CONSTRUCTION NOTES OA INSTALL 16' DRIVEWAY APPROACH R1 B PER STD. PLAN # 104.3 OINSTALL STREET SIGN PER DWG. NAME G013 ABOVE "STOP SIGN" STREET NAMES "NE 6th STREET" AND "HOQUTAM AVE. NE" OC INSTALL MUTCD R1-1 "STOP" SIGN W/16" THERMOPLASTIC STOP BAR. STOP BAR EAST OF SIGN. ALL CATCH BASIN GRATES SHALL BE RECTANGULAR VANED GRATES PER C.O.R. STD. PLAN 204.20 UNLESS OTHERWISE SPECIFIED. NOTE: GRIND AND OVERLAY LIMITS AND TRENCH RESTORATION SHALL BE PER C.O.R. STD. PLANS H-032 AND H-032.1 NOTE: ALL GRADING NE 6TH STREET HALF STREET FRONTAGE SHALL BE COMPLETED ON SITE. CB#6, TYPE 1 A4 RIM=455.85 IE=452.90, 12 W) IE=452.88, 12" SE) (PUBLIC) IE io urtr IE 18" CPEP N=449.52 ,EX. ADA RAMP NE 6th STREET -- Q_ C 2� Ln o n STA. 13+48.47, ILWACO PLACE NE STA. 23+44.32, NE 6th STREET 7 CIO: 4 obh EX. ADA RAMP ill SEE SHEET 6 STA. 23+02.20, 10.50' RT. '\\ HORIZ. ANGLE POINT .° @VERT. CURB AND GUTTER m r- N 00 M 00 m 00 Cb m O CO O CO 6 CID cl� In In Co In Co In In In LO In C6 C6 C6 CO 465 465 PROFILE EXISTING - - - - _ ------- @ PROPERTY LINE :(N) PROFILE TBC I 460 % ' - - - - = - =2.31 7 - - (TOP BACK OF CURB) 460 .............. ............. ......�..... ............. ..................... - - _ _ _ _ _...................................... ..................................................... ....................... ---_ -1.217. w:w :. �1.........:.........455 ..455.....��w C;.. cn z .............:....... ...........:...............:............... 123LF. 12 : LOPE@5=1.28% w w z � Q (PUBLIC) O j w � w z N -1 w Q 450 j............. XIS NE :6th .................... STREET .... w Zl.o......:............... 450 p z = „ HORIZONTAL SCALE: 1 =2:0 00001� 1� •• C B 6 TYPE 1 X Q RIM=455.85 20 00 VERTICAL SCALE: 1 "=5' Ln J IE=452.90, 12::m z -II � m IE=452.88, 12 ) L 21 +00 c� 0 � 1w a_ � - .� 22+00 (PUBLIC): 23+00 ENGINEERS �y°F As °P� / / SUI7VEYED: SCALE: VERTICAL; NAVD ,988 OFFE ° P`� W ly N 5 INDICATE DEDICATION OF PUBLIC ROW D.L.O. 04 a4 1 HORIZONTAL: NAD 1983/1991 A�> 4 AS-BUILTS D.L.O. 12/18/18 DESIGNED: O CITY OF 13932 SOUTHEAST 159TH PLACE - 3 SIDEWALK RE -ALIGNMENT FOR EX. TREE D.L.O. 7/12/18 D.L. OFFE, P.E. '- RENTON RENTON, WASHINGTON 98058 ° ° ° 2 FIELD CONDITIONS W/EX. W.M. CONFLICT D.L.O. 3/05/18 DRAWN: • PHONE: 425-260-3412 ��°°.p 27460 ° ONE INCH DATU M ��c/STE��,� 1 EXISTING TREE REMOVED IN FIELD D.L.O. 1/15/18 CHECKED: IFAT FULL NOT ONECINCH Planning/Building/Public Works Dept. CONTACT: DARRELL OFFE, P.E. N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY 04/04/2019 44 AS -BUILT 12-12-2018 GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY TERRANE SURVEYING, INC., ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. RECORD DRAWINGS R-390708 IN COMPLIANCE WITH CITY OF RENTON STANDARDS co LO T A, u co M T 0 T Q J �i C) CD i ME i1 DATE: O MEAD SHORT PLAT 04/04/2019 = TUSCANY CONSTRUCTION, LLC OK: PAGE: NE 6th STREET PAGE: DRAWING NO: 522 HOQUTAM AVENUE NE W RENTON, WASHINGTON SHEET: Q GF:20 I'll- C) co 6" VAULT CO IE=450.00 Uj 5'x10' VENTED GRATE A4 RIM=457.58 < _j n V2 rr 0 A5'x10' VENTED GRATE 4 RIM=457.50 W CTI ON 0 BAFFLE 66 0.5% V WALL < 14 - - - - - - - - - - - - - - A Uj A\ 43 FT1 4 U1 F_ > FT1 STA. 10+32.83, 31.50' LT. INSIDE SE CORNER 445.32 STA. 10+00.0, ILWACO PLACE NE STA. 33+44.15, NE 5th PLACE "A CB#1, TYPE 11-48"Z RIM=455.09 IE=449.01, 12" (EX.) IE=449.03, 2-8"(NEW-W) (PUBLIC) IE=449.55, 12" CEL 445 STA. 10+32.81, 66.00' LT. INSIDE SW CORNER 445.32 1 STA. 11+22.81, 66.05' LT. INSIDE NW CORNER 445.30 4" PERFORATED RIGID PVC VAULT DRAIN ' I SS A 0.5 CELL 40 2 LLJ -- - - - - - - - - - - - - - - - - - - - .7 OPENING 2 SEE BELOW 7 0*5%__ OPENING #1 SEE BELOW \� Cn "KO CELL 41 �`/ 1 10-3 0.5%__ 44265 - - - - - - - - - - - - - - - - - ---- I IE=447.55, 12" L0 IE=446.68, 15" -50 xs -0 x 4. 'd 4 . % v . . V1 0 20LF., 12" SD @S=0.45% 44 ILWACO PLACE NE 11+00 CB#1A, TYPE 11-48" A4 RIM=455.31 IE=449.46, 12"(W) IE=449.36, 2-8"(E) \_ \CB12 HIGH POINT 6" VAULT DRAIN IE=450.00 5'x10' VENTED GRATE Z� RIM=457.54 V2 5'x10' VENTED GRATE RIM=457.56 CB 6" VAULT DRAIN IE=452.41 STA. 11+22.82, 31.55' LT. INSIDE NE CORNER 443.08 452.35 450.55 STORMWATER VAULT 0 447.35 DETENTION REQUIRED: 13,614 CU. FEET 0 DETENTION PROVIDED: 13,923 CU. FEET 445.33 WETPOOL REQUIRED VOLUME: 3,782 CU. FEET SLOPING FLOOR/ WETPOOL PROVIDED VOLUME: 10,710 CU. FEET ZL OF CELL #3 CELL #1 VOLUME (25%): 2,680 CU. FEET OPENING J2 SCALE: 1 '=5' SEPERATE BUILDING PERMIT REQUIRED FOR CONSTRUCTION OF STORMWATER VAULT 460 Z��5'x`10' VENTED GRATE 460 ......... ....... 5'-x1.O-': -VENTED - GRATE ........... CEL ............... ............... ............... ............... ............... ............... 460 .............. ........ ............... ............... ............... ............... ............... ............... ............... ............... ............... RIM=457.58 MIRA. FABRIC DRAIN RIM=457.50 SYSTEM ALONG OUTSIDE CELL #3 SLOPE,' - - - - - - - - - - - 4:1 SLOPE DIRT ELEV.=456.60 (M.IN.) VAULT OF VAULT ABOVE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 DRAIN, TYPICAL 9 1. 1. 4 B ACCESS COVER ORDOORS REQUIRED. * _2 Tl� LADDER A 5' X 1 - GRATE OVER SECOND CELL (MAY BE PROVIDED BY A GRATED WETPOOL 5! X 10'ACCESS DOOR OR PANEL) WIDTH A 'V' SHAPED BOTTOM REMOVABLE BAFFLEORWALL SEE NOTE OUTLET WETPOOL LENGTH OPEN PIPE FOR WETVAULT ONLY. SEE DETIFTENTION VAULT FOR PLAN VIEW COMBINED WATER QUALITY! FRAME GRATE AND NITS DETENTION VAULT OUTLET LOCKING COVER MARKED B •DRAIN" (TYP.) To MEET CONVEYANCE S TO MEET CONVEYANCE DETENTION 6 IREQUIREMENTS - IREMENT. (CH-1) : . 1-T T WO DESIGN WS y INELT REMOVABLE BAFFLE NOTE: CAPACITY OF OUTLET FIRST CELL SIZED FOR 11 WETPOOL LADDER PIPE DESIGNED TO PEAK FLOW 25% To 35% OF WETPOOL VOLUME Z DEPTH FOR CONVEYANCE 81MAX. V MIN. Z 2' min. GRAVITY DRAIN (IF GRADE ALLOWS) PLACE 1v AS W AS GRADE ALLOWS BUT MUST ABOVE THE BASE ELEVATION -7 OFVAULT WALLS OR ABOVE SEDIMENT BOTTOM SLOPE STORAGE AREA TOWARD INLET END AVERAGE SEDIMENT STORAGE SECTION AA VMIN, (FIRST CELL) NTS BOTTOM SLOPE 0.5-2% TOWARDS OUTLET END OF SECOND CELL (RECOMMENDED) -ACCESS DOORS OR REMOVABLE PANEL 7'MIN. GE AVERAGE 1' SEDIMENTSTORAGE (FIRST CELL) SECTION WE NOTE: NTS 1.1. THE VAULT SHALL BE SEPARATED INTO TWO CELLS BY A WALL OR REMOVABLE BAFFLE. IF A WALL OR NON REMOVABLE BAFFLE IS USED,A 5-FOOT C X 10-FOOT REMOVABLE REMOVABLE MAINTENANCE ACCESS MOST BE PROVIDED FOR BOTH CELLS. 1.2. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD -OCKING MANHOLE COVERS MAY BE PROVIDED. SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT. LADDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PiPEAND INLET PIPE, ( PUBLIC WORKS COMBINED DETENTION AND STD. PLAN - 254.00 DEPARTMENT WETVAULT MARCH 2008 F - WQ DESIGN WS 449.55 FIXED BAFFLE WALL a_Li 0 445.35 451.55 4 450.55 446.30 / 443.11 _WQ DESIGN WS 449.55 FIXED BAFFLE I WALL SLOPING FLOOR OF CELL 1 OPENING #1 SCALE: 1 "=5' FLOOR rem -able watertight coupling or flange 2" min. max. plate welded to elbow with orifice as specified ELBOW RESTRICTOR DETAIL I ISOMETRIC Ievsfiori per plans 1' min. urides pavement 161 maa. Ir min. ellbownsab rsandellail 1:111111011111 supports see Note 6 1.5x D D See not" I & 1 L 0 15-- imert and elevation P. plims E 12 L 12' o . - E welded reistrictoroatia it '12' with orifice diameter as specified (not needed If for spill control ordy) SECTION AA to any portion offtol including elbows NOTES: A 1. Use a mimimurr of a 54" clemeter 2 catch basin. 2. Outlet Capacity: 100-Yeardeveloped peak flow. 3. Metal Parts: Ccrrosion resistant. elbow radrictor Non -Galvanized parts perferned. seedetall Galvanized pipe parts to have asphalt treatment 1.raA. so:4. Frame and ladder or steps cffset Cleanout gets Is visible from top. B. Climb -down space Is clear of riser and cleanout gate. C. Frame Is clear of curb 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smoati O.D. equal to concrete pipe I.D. less a. Provide at least one WX .090gage support bracketanchored to concrete wall. (maximum 3 _0'vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimunt clearance as shown. 8. Locate additional re net ladder rungs In structLs used asaccess to tEnkE and vaults to allow accesswhencatch basin is filled vdth water. A from & solid cove marked 'DRAIN' With 1001cing bolls son note 3 vertical bar g.%; secondary Inlet handholds, 9" or ladder shear gate with z rod fir cleancutildrain (rod bert as required for veadcal aligned with cover) angle as necessary ad..n. tder.rgs 9jF4 (in a") to allow Bowes to tanks or vautts when is tilled Nh water b min. catch STD. PLAN 237.00 PUBLIC WORKS FLOW RIESTRICTOR DEPARTMENT OIL POLLUTION CONTROL MARCH 2008 (F TEE OVERFLOW 1--454.10 _j 4" ELBOW ELEV=452.55 40 NOTE: AFFIX RISER TO VAULT < _j Li L _J W/ 1-1/4"0 ORIFICE WALL PER STD. PLAN #237.00 10 o6 co 12" OUTLET 449.55 BOTTOM 5/8"0 ORIFICE 447.55 ENLARGEMENT OF RISER W/ORIFICE CALLOUTS SCALE: 1 "=2' 4 4 .4 GRAPHIC SCALE ................................................. .. ....... ... I ... :.1.....< .. ... ... ............ : . < 44 - .. 1. 1 ..................... ............ ............ ........... ............... ............... ............ .. ............... ........... ... ............... ...... ...... .. ........ -- 7 - - - --- - - - - - - - - - - - - - - - - - - - - - - :1 DET.=454. 0 - - -- - - CEILING - - - - - - - ELEV.=454.60 - - - - - - - -.---- DET.=4541 0 - - - - - --- - 0 5 10 20 CONSTRUCTION RECORD DRAWING CELL #2 CELL #1 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED A4IE=449.55 :12" BAFFLE WALL MIRA FABRIC L 12" OUTLET BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED 17' 17' 450 OUTLET 450.55: FIXED 6" VAULT: 450 TOP WALL=450.55 450 INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD ............... ...... ...................... ........... ... . ......... . ......................................................... ....... .............. WQ-449-.55 ..... - - - - --- - - - - - - - - - - - - - - - - - - - - - --- - - - - --------- ............... ............... .......... 101: ..... WQ 449.5-5 ............. ............... Inch 10 feet VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY TERRANE SURVEYING, INC., CELL '#3 :CELL #1 15" INLET 4'x8.45' BAFFLE WALL ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED OPENING: 46'' 44' IE=446.68. FIXED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. OPENING #2 SEDIMENT LINE 445.55 444t:30 SEDIMENT LINE 15" INLET 4'x7' OPENING ......... __445 24- 0.507o 7Z T - - - - - - SEDIMENT LINE c 5 �7 7_11- - - - 5711- RECORD DRAWINGS -390709 R ..SEE ENLARGEMENT ABOVE: W/BAFFL E WALL . .............. ......... ............. BOTTOM WETPOOL TOP ........ 4-4 'J..,50 ..... _17- - - .................... - - - - - - 0.507. ...... .... - - - 4 443.18 ... ... 4"X'8.45'* SEE ENLARGEMENT .. .. .. .. .... ............... IN COMPLIANCE WITH CITY OF RENTON STANDARDS ' OF SEDIMENT STORAGE=446.05 ABOVE, W/BAFFLE WALL INSIDE=34.5 BOTTOM OF WETPOOL TOP INSIDE-90.0' 440 440 OF SEDIMENT STORAGE=446.05 440 ......................................................................................................................................................................... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... SECTION V2 V2 SECTION V1 V1 HORIZONTAL SCALE: 1"=10': VERTICAL SCALE;' 1 "=5' 40 AS BUILT 12-12-2018 titi...w ... 0 SURVEYED: SCALE: VERTICAL: NAVID 19158 (3i ASly OFFE ENGINEERS 4 AS-BUILTS D.L.O. 12/18/18 HORIZONTAL: NAD 1983/1991 DESIGNED: CITY OF 13932 SOUTHEAST 159TH PLACED.L.O.D.L. OFFE, P.E. TOP 2_j 3 SIDEWALK RE -ALIGNMENT FOR EX. TREE 7/12/18 DRAWN: RENTON RENTON, WASHINGTON 98058 2 FIELD CONDITIONS W/EX. W.M. CONFLICT D.L.O. 3/05/18 - PHONE: 425-260-3412 27460 ONE INC 1 EXISTING TREE REMOVED IN FIELD D.L.O. 11/15/181 r-CHECKED: AT FULL S DATU M anning/Building/Public Works Dept. IF NOT ONE INCH PI CONTACT: DARRELL OFFE, P.E. sj/**� ... ** 0 AL NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY 12/18/2018 W An ME DATE: 0 MEAD SHORT PLAT 12/18/2018 FIELDBOOK: TUSCANY CONSTRUCTION, LLC U) PAGE: STORMWATER VAULT DRAWING NO: 522 HOQUIAM AVENUE NE W RENTON, WASHINGTON SHEET: OF: 9 20 ,:I- CY) Ln It O O 1 T D A, LJ W CMJ T 0 0 0 1 T D J ►i 7 Q J n rr 0 C/) r) Q W 73 C) M C17 I 1 0 LLJ Q J n rr 0 VJ Uj T T- W Uj VJ rt 0.� #3 BAR EACH COR NEF #3 BAR EACH SIDE ua PAR EnPF a3 BAR EACH CORNER 18" MIN 11,3 BAR HOOP FRAME AND WANED GRATE R 7T OR B- HtIGHT TWO I18 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION SEE NOTE 1 ALTERNATIVE PRECAST SASE SECTION PIPE ALLOWANCES MAXIMUM PIPE MATE.NIAL INSIDE DIAMETER REINFORCED OR 12' PLAIN CONCRETE ALL MFYAI PIPF 15" CPSSP* 12 (STD. SPEC. 9-05.2D) Soup WALL PVC 15 (STD. SPEC. 9-05. M ] )I PROF: I.F WAI I PUG 15' (STD- SPEC. 9-55.12(2)I CORRUGATED POLYETHYLENE S70RM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar Shown in the PRECAST BASE SECTION, fibers (placed according to the Standard SpeciFicabDns)i, or wire mesh having a minimum area of 0.12 square inches per toot shall be used With the minimum required Taber shown in the ALTERNATIVE PRECAST BASE SECTION. VYra mesh shall not be placed in the knockouts- 2. The knockout diameter shall not be greater than 2D'. KnockoLft shall have a wall thickness of 2' minimum to 2-5" maximum. Provide a 1-5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is ins€eked, fill the gap with pint mortar in accordance with Standard Specillcatlon 9.04.3. 3. The maximum depth from tha finished grade to the lowest plpe invert shall he 5'. 4. The Frame and grate must be installed with the flange down. 5. The Precast Base SaMon may have a rounded floor, and the walls may be sloped at a rate of 124 or sWeper- 6- The opening shall be measured at the tap of the precast base section- 7. All pickup holes 9hal be grouted full after the basin has been placed - 6- All grade rings and castings shall be set In mortar In accordance with Standard Specification 9-04.3, Sn. Pi" - 200.00 t PUBLIC WORKS CATCH BASIN TYPE 'i +�=■� ; DEPARTMENT MARCH 2008 c FRAME AND VANED GRATE CLEAN SURFACE AND 807TOM AREA PROVIDE UNIFORM CONTACT. TI-E SURFACEAREA OF THE BA5E SfCTiON Mi15T - BE GROUTED TO THE BOT5TL0 EA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION. BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SOEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-35.3, 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED- 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT- 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE RUNNING BOND OR Y2 BOND, PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT SEE NOTE < I I I I I STD. PLAN - 202.00 MARCH 2O08 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. I EXISTING ASPHALT I� PAVEMENT SAWCUT (SEE NOTE 2) TREET MINIM. 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.10' MIN. NEW CURB & GUTTER (SEE NOTE 2) NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 ■ PUBLIC WORKS CURB AND GUTTER PPRO D: + + DEPARTMENT REPLACEMENT DETAIL 6&A4 I,S h I,. D' 1'-n )SEE PDIiirrAGll RI[1 Okin y1 1!(" DH1 R. 0YP-] I cope NOT INCLUDED IN s15 r• Ern - FSti SEE RAISED EDGE 3E' DN1 PROLIpLaeO S• r• 1'.D' SIDEWALK DETAIL - THIS SHEET JOINTFLUR ALL CUT MN PEE CONMACTI 5lOF2S] C 1rr PHI R. (rm.> WITH GARBED EDGE NOT INCLUDED IN bill ITEM - e:;- 4LrIVOR_ 3 E' IIN: PREMCIOES :'1 RNI SMEO GRACE I' LINT BELAY J[TFKT FILLER r-c s1DewPUL TOP OF CONCRETE SJR FACE ADJACENT TO CURB r_ ir 1, D, WIN- CUE CONTRACT] ,n{INJ R. R rPa RDU DING CURS NOT INCLLI Fr D IN RID ITEM - �.Ch > 1ST SKIOOE ❑R PEDESLRuW PRErJC LSD +-;S WALL DR SAARER RAILING JOeNT FILLER ADJACENT TO CURB HARRIER - SEE SDEWALK (STEEPFLLSLOPESI CONTRAC?PLANS ISEECON,RACT€ WALL OR SARRIER 1 I 14" pNI R FLUSH I _ CURs NOT INCLU DECIN &O fTEM -JySAL AL S°; 7K VERTIM WALL YQ1' 11R: PREAgLDI;D �12j-i= St0SEE DETAL �OedT FILLER[TYP,I rADJACENT TO CURB AND RAILING OR WALL 'UM PREMOLDIFO INT FILLER SIDEWALK RUFPIER STEP )SEE CONTRACT) MES NOTE WI ,rr RNI R SIDEWALK ADJACENT TO WALL DETAIL 1 s% 1 5*Y M114 ir1AIH NOT INCLUDED M HIE) ITEM- 0- rixDl�i;;r. - LEVEL Iry• 1 ,.x nNIR. _jl FIN4YIiEO GRAOe 1' IINI BeL.O"TOP OF CONCRETE SURFACE FOR FLANnNG- FLUSH IF PAW-D L E y1 ADJACENT TO BUFFER STRIP 4 /jI ] HHOpAE-0 FIMSH m 1 IT'S R : A. / •'. r' • �7 TROWELE11 PERM&ETER ,�'�•-`-•;� A ' '=e . + RAISED EDGE DETAIL VTENO SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE It� _ - - CGEN[ D GUTTER CURD f NOT I CLU GAITER SHOWN) HOT INCLUDEDM9DITEM •� For NOTES IS so STD PLAN 104.2, Paved surfaces must comply with STD PLAN 102.1 es apPlicah e. 71a 114-71011A1' N SIDEWALK CTIOIIJpNT NI SIDEWALK gNLY L ExPvIsloH xaxr INaoTN • a y i ■ 14k: CURB AND 91OEwALK[SEE sr0 PLAN Jail 'y,�■ qO * •• 40 PREAIOLDE JOINT AND FINISH D DETAIL JnINT FT_E.ER E EXPANSION JOINT C CONTRACTION JOINT CEMENT CONCRETE SIDEWALK G regp II mmerman, PU flit WO Fks AdminNtnta r STORM WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M., MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 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 THIER 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"x4" 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 FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. 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). �'y1`pF WASyo��t> SURVEYED: N61,° a° 00- o� DESIGNED: D.L. OFFE, P.E. ° DRAWN: 27460 CHECKED: Fss� N A LAPPROVED: 08/14/2017 NO. REVISION BY DATE APPR SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 22 F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT/HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPCITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABLILTY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). CITY OF RENTON Planning/Building/Public Works Dept. RECESSED LIFT POCKET © 3/4" LETTERING -SEWER" SEWER f1 ff13 © o o (2) BOLT SOC. (ALLEN HEAD) 5/B" - 1, X 1.5 STAINLESS STEEL II II u UU REF. PART 1009B1177 So�c� �- 1-3/18" I� 11" ,2-1/4• CAST IRON RING AND COVER I3OLT DETAIL Not to Scale FRAME DIAMETER 1 2'-01. T 8" CLASS "B" \- SAN❑ OR ASPHALT EXPANDABLE FOAM 4 (1/8) BEND 10� P� r,Q J� e PIPE MATERIAL AS SPECiFIEC BY THE ENGINEER 45' (1/8) BEND NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369503) OR APPROVE EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2. 1N UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 r PUBLIC WORKS 8" OR 6" CLEANOUT �i` DEPARTMENT FOR SANITARY SEWER MAIN ' O Mk R-3907011 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY IL (Fitz -James 08/30/2017 dchristen 08/30/2017 SURFACE WATER UTILITY rstraka 09/01 /2017 MEAD SHORT PLAT TUSCANY CONSTRUCTION, LLC DETAIL & NOTES 522 HOQUTAM AVENUE NE RENTON, WASHINGTON DATE: FIELDBOOK: PAGE: SHEET: OF: 11 20 LO Nt T D W u C0 T O C) C) 1 T Q D J (rs- V / co 1 W Q n I- rr O 2 U) 5W L N T- I- W W U) ME Q z L_ �'MIN CLEANOLIT, TYP. A q gm .i CATCH BASIN - AREA DRAIN BTEE o L] z O PROPERTY LINE r .e � �� 3 5' rA1N. 12 y�.�- 5'MEN, 3•MIN JOINT USE UTILITY EJ 3 FPRNATE, CLEAN -OUT WITH ] PERMANENT CAP CATCH BASIN -AREA DRAM SECTION A -A ALIGN PIPE TOY', OR PLACE ROOF DRAIN HIGHER 3'MIN- VARIES �I 2'MI4. COVER OVER COLLECTOR LINE j PLACE CLEANOUT AT 3?W MAX- SPACE, AT Wr BENDS, I EACH 2NO 45-BEN13, SECTIONS-B PIPE ENDS NOTE: MIN. PIPE SIZE 6'0 PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). CAP, AND WHERE CLEANOl1T IS IN r PAVEN EW4T IRON RING& {i1 COVER FER IFCO M247 OR MUWALENT 45° BEND PERMANENT CAP OR CONNECT PIPE L 45' WYE. TEE, CROSS, OR 45° WYE AT BENDS CLEAN -OUT DETAIL TEMPORARY CAP ON END OF ROOF GRAN STUB, MARKED BY 2k4' STAKE Y STD. PLAN - 225.10 PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN J DEPARTMENT COLLECTION SYSTEM CROSS SECTION MARCH 2008 finis at p W 00 Q12.[OIRpaL1i0R111 pe [see noM 4] I AV of Poe zws nex8le P" [ 7f-,for note 6) 0.45 O.D. Hun_ m O.D. iMi5 er PGe fXN11peGIPR waso'D. inn. III faunderion gravel hacklW gravel eackfF rw for Poe being foundati=5 when wearW 'A •4' inn. 27' LD, and under B" On.. over 2r to - A. Metal and Concrete Pipe Reddlnq, Te► F74axlple P s span span 3' max max ax Flexible Pipe NOTES: -0 _ 1- Provide Lin ifarm support under barrels. 2- Hand tamp under haurChes. a Compact bedding material to 951% max. density; directly qJ over pipe, hand tamp ony- N o-15 rise min. 4, See 'Excavation and F raparafion of Trench' in sanitary r ]_ sewers section oft" standard WSDOTIAPWA Innis or P4>a _ specifications for trench width "W' and trenching Ave mom- options- The pipe zone will be the actual trench width - The minimum concrete width shaI be 1 2 I -D. = 1$"- gravel bads gravel 6ackfdl Iw 5• Trench backrill shall conform to "Backfllling Sewer Far Pipe bedd:tg 4oundations> spoofed Trenches" in the sanitary sewers section of the VJSOOT/APWA standard specifications, except that racks or lumps larger tTan 1' per `oot of pipe diameter S. Pipe - Arch Installation shall not be used in the backfill material. 6- See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOTIAPWA standard specifications for the mateial Specifications - Rigid Pipe NOTES: 1. Pipe compaction Ilmlts shown on this plan are for pipe construction In an embankment. For pipe COnstructwn in a trench, the horizontal Emits of the pipe Compactlon Zone shall be the walls of the trench, 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design k 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A- 5. O.D. Is equal to the outside diameter of a pipe or the outside span of pipe -arch- The dimensions shown as O.D. with 3' maxlmum shall be O.D. umd O.D. equals S; at which paint 3' shall be used. V-0' for diameters 12' through 42' and spans through 50'. 2'-0• for diameters greater than 42" and spans greater than 50'- ®Backflll material placed in O.5' loose layers and compacted to 959E maximum density. Method B or C compaction (WSDOTIAPWA) standard specifications-) Pipe Size Min. diet. between barrels circular pipe cone., LOPE, CMP (diameter) 12" to 24" 12" 30' to 96' diam-12 102' to 180" 48" pipe - arch metal only (span) 18" to 36' 12' 43' tD 142" span 13 148" to 19T 48" Y PUBLIC WORKS PIPE COMPACTION STD. PLAN - 220.00 J DEPARTMENT DESIGN AND BACKFILL MARCH 2008 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. LJ PITFALL 1p STREA a 0 j IM1MP ND PRLIfTRNT 'm SLOT - SEE DETA L b SSS AND NOTE 1 Z. to M s � TOP SECTION LJ 24- 4 ECIUAL SPACES 4 Et1LIAl SPACE$ SECTION O 3�a Fes' 1 114' 9 if BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots in the grate that are vertically aligned 1. with the holes in the frame. Location of bolt -down slats varies among different manufacturers_ ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3- Lise only on sags and vertical Curbs locations. 4• Unless OtnerWiSe specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads- Use vaned grates along rolled Curbs. Y PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL SM. PLAN - 204.30 DEPARTMENT VANED GRATE MARCH 2O08 LIT OR T HEIGHT TWO p3 BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION HOOPS REDUCING SECTION k 03 BAR EACH CORNER 0 BAR EACH SIDE EAU" WAY PRECAST BASE SECTION PIPE ALLOWANCES MAKIMUM FIFE MATERIAL INSIDE DIAMETER REINFORCED OR 18' PLAN CONCRETE ALL METAL PIPE 21- CPSSP* fa' (STD. SPEC. 9.06.20) SOLID WALL PV" 21' (STD- SPEC- 9-05,12(1)) PROFILE WALL PVC 21• (STD- SPEC- 9-05-12t2)) k CORRUGATED POLYETHYLENE STORM SEWER PIPE (VOTES 1- As acceptable altemat-ves to the rebarshown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), of whe mesh having a minimum area of D,12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION- Wire mesh shall not be placed in the knockouts. 2, The knockout diameter shall not be greater than 26 Knockouts shall have a wall thickness of 2" minimum to 2.5' maximum. Provide a 1. 5' minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-C4.3. 3- TF.e maximum depth from the finished grace to the lowest pipe invert shall be 5% 4- TFe frame aid grate must be installed with the Flange down. 5- TFe Precast Base Section may have a rounded floor, and the vvalls may be sloped at a rate of 1:24 or steeper- 6. The opening shall be measured at the top of the precast base Section- 7. All pickup holes shall to grouted full after the basin has been placed. B- All grade rings and castings shall beset in mortar in accordance with Standard Specification 9-04.3, q3 BAR HOOP NS BAR EACH CORNER SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 7 L STD• PUN - 200.10 ,•I+ DEPARTMENT MARCH 2O08 OF WASyo��'Cn o o �O°,A, 27460 O°o ;,-°°C/STFA SS�AAL**o* 08/14/2017 N0. REVISION CATCH BASIN FRAME AND VANED GRATE (DETAL 204.60y HANDHOLD g RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION m v GROUT, TYPICAL ;SEE NOTE 5) FLAT SLAB TOP ae'. sa•, ea•. 72•, e4• oa 5C MORTAR ITYP.) J}� STEPR LADDER ' z FILLET REINFORCING STEEL ITYP.) _ I" rei4,VEL &�CKFFL FOR 17 PPE TONE BEOt1IJ0 fie. SEPARATE BASE INTEGRAL BASE CAST-N-PLACE PRECAST W RH RISER Or RNG 1r • � GRAVEL EACKFLL F0fi ZONE BEW`Nc SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXEMUM KNOCKOUT SIZE MINIMUM BASE REINFORCING STEEL DISTANCE in�f, IN EACH DIRECT ON BETWEEN KNOCKOUTS ,SEPARATE EASE INTEGRAL BASE 48' 4' S° 3a" a- 0.23 OJ5 1. 4,W 8" 42' a" 0.19 0.19 60, 5• 8• 1. a' 0.25 D,25 TT R" 8" SO" 12" 0.35 014 $4• B' 12• 1 72" 1 17 0.39 M20 gs• a" 12" 1 84" 7s 0.39 0.20 NOTES I. NG steps are required when height is 4' or less. 2- The bottom of the precast catch basin may be sloped to facilitate cleaning. 3, The rectangular frame and grate must be instaIIedwith the flange dawn. The frame may be cast into the adjustment section. a- Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum- Provide a 1. 5' minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5• All grade rill s risers and castin s shall be set in mortar in accordance with PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE OM ETER BASIN DIAMETER CONCRETE ,qLL METAL CPSSP 1.: SOLID WALL Pvc'T PROFILE WALL PVC 7. a8• 24• 30• 24- 27' 30" Sir 3U• 3T 3T 27• 39" eD' .3a• 42' W W42" 72- 42• 54• 4Z' 38' 4B" S4• 54• air m- 9G' 60• zz 6or g g 1. Cioewgsted Po"Ihflei Storm Serer Pipe (std. Spec, B-M-20) Standard Specification 9-04.3. 2 (std. spec, 0-05.120 )) �($td. Spec. 9.05.42[211 4. PUBLIC WORKS CATCH BASIN TYPE 3 STD. PLAN - 201.00 +J+ DEPARTMENT MARCH 2O08 3 HC SEE NOT[ 2B• MN. 1"MIN. 20 114• TYP. _r D SEE NOTE 4 [rYP] SEE NOTE 2 (TYP-) TOP VIEW FRAME DETAIL CURB OR CURB AND GUTTER MATCH TOP OF HOOD TG TOP OF CURB lT1'P4 HOOD - ISOMETRIC VIEW PUBLIC WORKS +;+ DEPARTMENT SURVEYED: DESIGNED: D.L. OFFE, P.E. DRAWN: CHECKED: BY DATE APPR APPROVED: SCALE: = z E rY BAR (DEBRIS GUARD 20"- 24' VANE ❑ GRATE r FRAME DETAIL sECslow CATCHBASIN T 4' (WIDE SIDE) :H BASIN TYPE 1 (WIDE SIDE) BASIN TYPE I FRAME SEE NDTE 1 SECTION O NOTES 1. The asymmetry of the Combinatlon Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2, The dimensions of the Frame and Hood may vary slightly among dif- ferent manufacturers. The Frame may have cast'eatures intended to support a grate guard. Hood units shall mount outside of the Frame. The methods for fastening the Safety Bart Debris Guard Rod to the Hood may vary. The Hood may include casting lugs. The top of the Hood may be cast with a pattern. 3. Attach the Hood to the frame with two 3I4" x 2" hex head bolts, nuts, and oversize washers- The washers shall have diameters adequate to assure full bearing across the slots. 4- When bolt -down grates are specified in the contract, provide two holes in the frame that are vertically aligned with the grate slots - Tap each hale to accept a 518" x -11 NC It 2" allei head cap screw. Location of bolt -dawn holes varies among different manufacturers. See BOLT. DOWN DETAIL 5. Only ductile iron Vaned Grates shall be used. 6. This plan is intended to show the installation details of a manufac tured product. It is not the intent of this plan to show the specific details necessary to fabricate the castings shown on this drawing - OPEN CURB FACE STD• PLAN - 203.00 FRAME AND GRATE INSTALLATION DETAIL MARCH 2O08 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M BOLT -DOWN HOLE (TYP-) - 5,IT • 11 NC, SEE DETAIL 6 NOTE 2 DO TOP NOTES 1• This frame is designed to accommodate 20" x 24" grates or covers 2, Provide two hAes in the frame that are vertically aligned with 1 241W he grate or cover slots. Tap each hale to accept a 5/5' - 11 NC x 2" alien head cap Screw- B Location of butt down h•Dles varies among different manufacturers- 3. Refer to Standard Specification 9-Q5-i5(2]foradditional requirements. SECTION 0 RECESSED ALLEN HEAD CAP SCREW SM'-11 NOx2" GRATE b lz FRAME SECTION ISOMETRIC VIEW SALT -DOWN DETAIL DETAIL O SEE tore a +ICI+ PUBLIC WORKS RECTANGULAR FRAME STD' PLAN - 204.00 DEPARTMENT MARCH 2O08 CITY OF RENTON Planning/Building/Public Works Dept. R-390712 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING V % IL SURFACE WATER UTILITY LO O O T D A, �J CM O O O Cfl LL (Fitz -James 08/30/2017 rstraka 09/01/2017 1 Q MEAD SHORT PLAT TUSCANY CONSTRUCTION, LLC DETAILS 522 HOQUTAM AVENUE NE RENTON, WASHINGTON J n I- Ir DATE: 10 FIELDBOOK: PAGE: DRAWING NO: Q UJ SHEET: OF: 12 20 0 C"J I 1 W LANDIN GRADE BREAK SEE CONTRACT PLANS - 4- 0- MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP.) 318" EXPANSION JOINT (TYP.) -SEE - STANDARD PLAN F-30.1 D GRADE BREAK CURB, OR CURB` AND GUTTER - SEE NOTE 4 FACE OF CURB ' MEASURED PARALLEL J TO CURB (TYP.) J ID to z X w 1L m a SLOPE TREATMENT -SEE STANDARD PLAN F-30.10 ? NOTES A CURB RAMP WIDTH 4'- T MIN- LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1_ At marked crosswalks, the connectior between the curb ramp and the road - WIDTH - E MATCH CURB RAMP way must be contained within the width of the crasswa k markings. I LANDING � I WIDTH -SEE CONTRACT PLANS Y � I GRADE BREAK 2- Where "GRADE BREAK"' is called out, the entire length of the grade break G --, CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush - SEE CONTRACT PLANS - CEMENT CONCRETE r 4'- 0" MIN. SIDEWALK -SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp Where It COnrleCt5 to the roadway. TO SIDEWALK WIDTH 2'- 0" (TYP.) SEE CONTRACT PLANS - _ SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan 4' - 0" MIN. MIN- PLANS - 4' - 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and * 318" EXPANSION BUFFER WIDTH _ MATCH Pedestrian Curb details. JOINT {TYP.) - SEE - TO CURB RAMP DEPTH I CURB RAMP STANDARD PLAN F-SD.SO (TYP-} 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I � � I I GRADE Contract Plans for width and placement of sidewalk. BREAK TRANSITION TO SIDEWALK BUFFER, IF " u 6_ The Bid Item "Cement Concrete Curb Ramp Type -" does not include the PRESENT, OR TO BACK OF CURB (TYP.) - adjacent Curt], Curb and Gutter, Depressed Curb and Gutter, Pedestrian SEE CONTRACT Paws :L;::::. ==:::: u u' Curb, Or Sidewalks. • -- ~� 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length. CURB, OR CURB ) g AND GUTTER - - PEDESTRIANTE CURB - the running slope of the Curt) Ramp Is allowed t0 exceed 8.3%. Use a I '1 DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single Constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet QD not include the FACE OF CURS SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER� - SEE NOTE 4 FC � DEPRESSED CURB AND GUTTER &Curb Ramps and Landings shall receive a broom finish- See Standard CROSSWALK CROSSWALK Specifications 8-14. 9, Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb CONTRACTION JOINT;TYP.] - SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain - FOR CURB RAMP LENGTHS GREATER THAN W - 0' PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4 - 0" MIN. OC. IPLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-48.10 .. ;1 SLOPE IN EITHER DIRECTION 4'- 0" MIN. 15' - D" MA1{ (TYP) GRADE BREAK A 1.5 OR FLATTER RECOMMENDED FOR DESIGNIFORMwORK (z% MAX-) SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - 7-5% OR FLATTER RECOMMENDED FOR GRADE BREAK 1_ 5.0°I° MAX- 7i 7h DESIGNIFORMWORK (8.396 MAX.) TOP OF ROADWAY * * 9.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (IC% MAX.) LANDING CURB RAMP �+' 1 s l4 �P� OY 'i51/7` DEPRESSED CURB AND GUTTER -S SEE STANDARO PLAN F-10.12 ; SECTION [ A) y CEMENT CONCRETE CURB RAMP 'TYPE CEMENT CONCRETE CURB RAMP "TYPE P 286 Q� Q CEMENT CONCRETE PERPENDICULAR'A" PAY LIMIT - SEE NOTE 5 PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 f is ls� - PEDESTRIAN CURB - i SEE NOTE 4 DETECTABLE WARNING SURFACE ��• 7.clle�, Snrir 1� / SEE STANDARD PLAN F•45.10 i _ _ Jun 24 2016 7:29 AM T R- TYP- �. DEPRESSED CURB AND GUTTER - SEE NOTE 4 _ CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL (B j ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Csq mkr, J -T GU4U' e-. NS Awl 242016228 PM gTATE DESIGN ENGINEER MI nn Washington State Do pvmonl of Transpoolion NOTES 4- O" MIN� 4' - 0" MIN. - SEE CONTRACT PLANS A 318" (IN) EXPANSION SEE CONTRACT PLANS A At marked crosswalks, the connection between the landing and the 318" EXPANSION PEDESTRIAN CURB - JO NT (TYP } -SEE PEDESTRIAN CURB - roadway must be Contained within the width of the crosswalk markings. JDINT [TYP-] -SEE SEE NDTE 9 STANDARD PLAN F-30.10 T SEE NOTE 9 STANDARD PLAN F-30,10 LANDING t ' 2. Where "GRADE BREAM" is tailed out, the entire length of the grade LANDING break between the two adjacent surface planes shall be flush. I 1 B SIDEWALK CURB AND GUTTER 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- ** C nances on any part of the Curb Ramp or Landing, or in the Depressed SIDEWALK Curb and Gutter where the Landing connects to the roadway. - 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan MEE SILK€ € €::.:: = F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter: and _EECURB AND GUTTER Pedestrian Curb details. CURB RAMP 1 CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4' - 0" LN. - ` 4' - 0' MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and lacement of sidewalk- SEECONTRACT PLANS DETECTABLE WARNING SURFACE _ p SEE STANDARD PLAN FAS.10 SEE CONTRACT PLANS FACE OF CURB J � � FACE CURB � � DEPRESSED CURB AND GUTTER 6• The Bid Item "Cement Concrete Curb Ramp Type _" does not include DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, o CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7, The Curb Ramp length is not required to exceed 15 feet {unless otherwise x shown in the Contract Plans). When applying the 15-foot max. length, C� PLAN VIEW DETECTABLE WARNING SURFACE - _ PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk m 4-v"MIN over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PLANS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the 15-foot max- length is measured on the Inside radius along the back of the ❑ <�> CONTRACTION FOR CURD RAMP DLENG SINT )GREATER THAN SO OTROVIVE 4 PLAN F-30.1 COUNTERSLOP1r TOP OF walkway. CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN- OC- ° * `5�� RDADWAY S. Curb Ramps and Land ngs shall receive a broom finish, See Standard Specifications 8-14. w 9. Pedestrian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN ! j LANDING SEE STANDARD C CURB AND GLITTER - ¢ SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB - SEE NO-E 9 7 AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION { A j 4'-0" MN. 15' - 0" MAX_ (TYP.] LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION 15-D" MAX-(TYP.) 4'-D'MIN- _ 16-0" MAX. (TYP.) SIDEWALK GRADE BREAK * 1-59L OR FLATTER RECOMMENDED FOR SEE NOTE 7 SEE CON RACT PLANS SEE NOTE 7 - GRADE BREAK DESIGNiFORMWDRK (2°% MAX.) a * 4Z t 7-5% OR FLATTER RECOMMENDED FOR DESIGNI SIDEWALK 7 , GRADE BREAK GRADE BREAK FORMWORK (8.3°% MAX.) - SEE NOTE 7 � l *tea 1k E * * �' L CURB RAMP III ,I PEDESTRIAN CURB - 31 318- (IN) EXPANSION JOINT (TYP.) - SEE NO-E 9 LANDING 1 SEE STANDARD PLAN F•30.10 R �� CURB RAMP CURB RAMP LANDING L 318" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SECTION (B ] (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT -- SEE NOTE 6 ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT SECTION 0 (ALONG INSIDE RADILS AT BACK OF WALKWAY) "CEMENT CON CRE-E CURB RAMP TYPE PARALLEL B" PAY UMiT - SEE NOTE 6 7' OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT WASy0 ��'C>7 o �O 27460 O°o �`/STF- SS�N �AL°°�� 08/14/2017 N0. UT AsHz ts, oy zasaD a �4' CIS TE4� rsI0NAL Julien, Scnu Jun 242p1G7:lr}AM c-;ssr PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ownekia, Ter 4•+�4 r S run 2q 2(116 2:27 PM STATE 4 EMGN ENGINEER T Washington Scala UepvAmenl of Transporlolivn REVISION NOTES A A 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of -~ 6� C MIN' MAX. CURB RAMP, LANDING, CUT- SURFACE (DWS) _ the DWS requires a Concrete border around the DWS, a variance of up to 2 inches A 1,80" 247 THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted- B 0.65° - l 2. The Detectable Warning Surface (DWS) shall be placed at the back of Curb, with the A B �-. D C 0.45" 0.90" two leading corners of the DWS panel placed adjacent to the back of the curb, and ---- D o-s" s-4D° BACK OF CURB with no more than a 2 inch gap between the DWS and the back of the curb measured TRUNCATED DOME SEE NOTE 2 2 - O" MIN- - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS E 0.z" D.z" TYP- OF ALL requires a concrete border around the DVVS, a Variance of up to 2 inches from the �1 APPLICATIONS back of the curb is permitted (measured a1 the leading Corners of the DWS panel). l►�] ..... TRUNCATED DOME SPACING SECTION -- --- _- ........ 3. The rows of truncated domes shall be aligned to be perpendicular to the grade SEE NOTE 3 SEE STANDARD SPECIFICATFONS ' FCR COLOR OF SURFACE ! break at the back of curb. TRUNCATED DOME DETAILS 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP, LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the o a WALKWAY Detectable Warning Surface shall be placed at the pavement edge. m DETECTABLE WARNING SURFACE DETAIL 6, See Standard Plans for sidewalk and curb ramp details. LANDING OFFSET _ CURB RAMP SEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at LANDING the bottom of the ramp and within the required distance from the rail. WALKWAY WIDTH OF � WALKWAY t3. When the grade break between the curb ramp and the landing is less than or equal to r WALKWAY - WALKWAY WIDTH OF CUT- 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the '1 THROUGH (TYP.) bottom of the curb ramp directly above the grade break. DETECTABLE WARNING y wo SURFACE (DWS) - WIDTH OF CUT -THROUGH ❑ - SEE NOTE 4 CURB RAMP (TYP.) - - - BACK OF CURB 1 w L FLARE FLARE 2' _ D" - 2` - 0' MIN - SINGLE DIRECTION CURB RAMP ``� m BREAK BETWEEN CURB AND ------- (GRADE MIN LANDING <_ 5 FT- FROM BACK OF CURB) [SEE ROTE 6] DETECTABLE WARNING `r4� DETECTABLE WARNING - LANDING BACK OF CURB - SURFACE (DWS) - 1 SURFACE (TYP.) - DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 BACK OF CURB - a I TRAVEL WIDTH OF CURB RAMP CURB RAMP BACK OF CURB - SEE NOTE 2 m ll PERPENDICULAR CURB RAMP SEE NOTE 2 WALKWAY WIDTH (SEE NOTE 6) ISLAND CUT -THROUGH 2' - ❑' MIN. MOTH OF CURB RAMP, DETECTABLE WARNING LANDING, 4R WALKWAY SURFACE (TYP.) -- - C I tT DETECTABLE WARNING SEE NOTE 3 `, 5Of WAS l� SURFACE (DWS) - SEE NOTE 3 HI�� - BACK OF CURB - L -:" / BACK OF CURB -- SEE NOTE 2 SEE NOTE MEDIAN CUT -THROUGH �ti SINGLE DIRECTION CURB RAMP DETECTABLE WARNING II WIDTH OF SHARED - (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - Y m USE PATH OR 0A �$c asaoR�D� LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 � i I STV (SEE NOTE 6) t M CURE RAMP - CURB RAMP WALKWAY LANDING r WALKWAY -- i DETECTABLE WARNING BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 SEE NOTE 2 WIDTH CIF LANDING PARALLEL CURB RAMP (SEE NOTE 6) 4 a rnaT� a T-TFFLL DUTFRLL TC STREPn d4NP N() a TOP 7 OR 8 EQUAL SPACES g -DIRECTION OF FLOW SECTION O RAIL -y 2 bD PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING SLOT -SEE DETAL AND NOTE 1 A SECT10H Qe WALKWAY (TYP.) ,r ty WIDTH OF CUT -THROUGH SHARED -USE ll2 1Scott JulSul 2016 4:25 PHI (TYP) 'PATH OR r WALKWAY DETECTABLE WARNING ROUNDABOUT SPUTTER WALKWAY ISLAND PAVEMENT SHOULDER EDGE FSTANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE {DWS}- c.Vt"r•r°ff SEE NOTES 4 & 5 &tea, ti, 1520162 MPN Amk STATE DESIGN ENGINEER PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION _.-'Nos h i n gf- state Depot...I ar Traasporlolion 1 1 11i" BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES 1 Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of belt -down slats varies among different manufacturers. ISOMETRIC z- Refer to Standard Specification 9-05.15(2) foraddisiorral requirements- 3 Unless otherwise specified, vaned grates shall be used with standard frame in the travel way. gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. Y PUBLIC WORKS RECTANGULAR STD. PLAN - 204.20 DEPARTMENT VANED GRATE MARCH 2008 SURVEYED: DESIGNED: D.L. OFFE, P.E. DRAWN: CHECKED: BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF IWO RENTON Planning/Building/Public Works Dept. NE 6th STREET FLOWLINE ELEVATION FLOWLINE SLOPE 2.2 6% o 7.5% `6 0M 0-) LO � 0 D O o 8_� �cb �b `) a 4 6'-4" 9'-Y GRADING ADA RAMP SW CORNER NE 6TH STREET & ILWACO AVENUE NE SCALE: 1 "=5' R-390713 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` % SURFACE WATER UTILITY ,,11IL C1 J LO Nt 1 D A LJ W T C) J CM O O O 1 (Fitz -James 08/30/2017 rstraka 09/01/2017 Q MEAD SHORT PLAT TUSCANY CONSTRUCTION, LLC DETAILS 522 HOQUTAM AVENUE NE RENTON, WASHINGTON J In I- Ir DATE: O FIELDBOOK: PAGE: DRAWING NO: LU SHEET: 1 Z OF:20 J 0 U Ld z J Ll z Lij W Q W 0 LO = O O z \/ NE 6th STREET o /o � S88°21'18" - 30.01' 11 " COTTONWOOD TREE #036 11" DECIDUOUS TREE #035 �4511N6 ON511r, �V�r6r��N 11;�� TO It pFMOVFb, fwlcAL �X1511N6 OH511FI P�CIPUOU5 Tpl�� 1'0 FEMAIN' fyrlcAL �X1511N6 ON511� P�CIPUOU511l�� TO r� F�MMP' TwICAL �X151/NG 0FF511'F, MPCik��N 11?�� TO kWAIN, fTICAL �X151/N6 0FF511� P�CPIU0U5 TET TO I,�MAIN, fTICAL 32" FIR ------, • 10" CEDAR TREE #031 1 EE 0038NWOOD � 1 " FIR 2 " OTT NWOOD EE #039 TR#030 1 " FIR EE #040 14" FI Q " DECIDUOUS TREE #042 EE #041 10" FIR 14" FIR 10 FIR REE #053 TREE #043 TREE #032 18" FIR TREE 044 22" FIR TREE #033 24" FIR TREE #034 { 2)14" M PILE Q -a 24" COTTONWOOD )14" COTTONWOOD TREE #018 EE #046 1 " COTTONWOOD 60 1 " COTTONWOOD EE f048 6? 10" FL. CHE$RY� TREE #054 I ' FIR E #057 FIR E #056r�v O 2" �IDAR REE #055 2" COTTO WOOD TREE #050 0" COTTO WOOF I-REE #049 --, NE 6th 1FIR REE, # 25 A 0 0" IR TREE #024 "COTTONWOOD TREE #023 " DECIDUOUS II TREE #022 16" IR TREq #021 24" OCOTTONWOOD TREE #020 24" COTTONWOOD TREE #019 ° ❑ C"a I ° x v ° X°� ALLEY (ROW) X v 18" COTTON W OD IT II II TREE 01711 I l a 24" COTTON OD TREE #016i� II II II II � II � II Q II 1 4� FIR I I I I TREB:)#007 - - - - - - �I T4" FIR 11 . TREE #006 1 n ,� AA i.' 11" MAPLE TREE #051 3)6" MAPLE REE #05 a 22" FIR 1 TREE #005 12" FIR TREE #004 28" FIR I I TREE #003 II 26" CEDAR TREE #002� "Fi EE #00 k O -18" COTTO W00E�- TR E 7 #014 22" COTTO WC THE 7 # 15 0 13" CEDAR THE # 13 12" FIR THE # 12 18" CEDAR THE #'1'11 ' 16" CEDA TREE #Q1 TR'EEFIR #00 II I F- TVACT A, 5TOF.MWA1�1? ANb TP,�� pl?01�CTION 112ACf ( PP\IVM) TREE #008 33+00 NE 5th PLACE �,CN .�— CONC 1 RETAIN TREE #45 JMV 2.01.16 SURVEYED: SCALE: SURVEYED VERTICAL: NAVD 1988 2 REVISED SITE PLAN; REVISED TREES JMV 5.03.16 SCALE HORIZONTAL: NAD 1983/183/1991 DESIGNED: 3 REVISED PER COMMENTS JMV 11.5.16 4 REVISED PER COMMENTS JMV 6.15.17 DRAWN: 5 STREET LIGHT LOCATIONS JMV 8.13.17 CHECKED: ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY � t STATE OF WASHINGTON G D LAND A A H ECT JEFF M. VARLEY CERTIFICATE No. 774 w] w 0 0 0 Q 0 0 0 Qu In 0 20 40 NOP\T I 5CA�I 1 - 20' -0'' 80 2211041' 5H��f R-390714 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING cclose 08/30/2017 Q 0 • DATE: CITY O F MEAD SHORT PLAT 08/05/2017 r= 1-"R RENTON TUSCANY CONSTRUCTION, LLC FIELDBOOK: v PAGE: VANOF TREE RETENTION and LANDSCAPE PLAN DRAWING NO: Planning/Building/Public Works Dept. 522 H OQU I AM AVENUE NE Q RENTON, WASHINGTON SHEET: 14 OF: 20 Li; 0 0 0 U� Ln �r\iNv-)ur\r iiNLA ni i uvi�_ vi r �r\i P�V�LOPWN1' KWIC& 1 RETAIN TREE #45 JMV 2.01.16 SURVEYED: SURVEYED 2 REVISED SITE PLAN; REVISED TREES JMV 5.03.16 DESIGNED: 3 REVISED PER COMMENTS JMV 11.5.16 4 REVISED PER COMMENTS JMV 6.15.17 DRAWN: 5 STREET LIGHT LOCATIONS JMV 8.13.17 CHECKED: I\ S REVISION BY I DATE I APPR I APPROVED: SCALE: PLANT 5CHFP1F 60iANICAI. NAME COMMON NAME I\MACF MF NT V2� 5 Acer rubrum ' 13owhall:�Y, Maple filis americana� Redmond Linden Acer circinatum*- Vine Maple 13etula jacquemontii4`, Multi -trunk Himalayan Birch Amelanchier grand iflora Autumn Brilliance'* 5erviceberry 5tyrax japonica Ulmu5 americana�* Japanese 5nowbel Princeton Nm QTy 5 3 5 51z� P\WAF&5 -1/ 2" cal Full and Matchinq 3" cal Full and Matchinq -1 / 2" cal Full and Matchinq -1/ 2" cal Full and Matchinq -1/ 2" cal Full and Matchinq -1 / 2" cal Full and Matchinq �)" cal Full and Matchinq Cecidiphylum japonicum* U%ra 5 3" cal Full and Matchinq 16 3" CALIPER PVLACFMFNT R�Q' b, 16 PROVIP�P In5tall 6ator bags ( or approved equal) per manufacturer's specifications. Replacemerr, tree, See this set 5HP\05 and GPOUNP cov�F Q Nandina dome5tica 'Moon Bay'* ® Mi5canthu5 51nen515* Bp 13erberi5 thunbergii* ® bavandula anqu5tifol is ' H dcote' �uonymu5 fortunei ' emerald n Gold' \ 3 7- Arcto5taphyllo5 uva-ur5i* 33% ' Med, Pink' erica*- 33% 'Bre55ingham Ruby' Bergenia* Plant in groups of 15 or more � Q STATE OF WASHINGTON G D LAND A A H ECT JEFF M. VARLEY CERTIFICATE No. 774 Handina 19 2 gallon Full and Matchinq Maiden Grass 34 2 gallon Full and Matchinq Redleaf Barberry 8 2 gallon Full and Matchinq �rgli5h Lavender 24 2 gallon Full and Matchinq �uonymu5 24 2 gallon Full and Matchinq Kinnikinnik A5 req'd I gallon Full and Matching/ Plant 30'' o,c, Heather A5 req'd I gallon Full and Matching/ Plant 30" o,c. elephant far A5 req'd I gallon Full and Matching/ Plant 30'' o,c. 0 Lawn vvvvvvv 2" -3" depth arbori5t wood chips. Install within dripzone of exi5tinq tree proposed to be retained, Taper vvvvvv� mulch down to base of tree. Po not cover trunk of tree *Con5idered drought tolerant in Pacific Northwest once e5tab1i5hed TP\ACf A, 5fORMWAIFR ANn TP\�F PROT�C110N TP\ACf C PRIVAV IN5fALL ANn 5TF\�� '5CAP� LANb5CAPIN6 AT 11W OF PLAT P�V�LOPWW, TYPICAL LANn5CAPIN6 IN 5fORM VAULT TP\ACf fO B� IN5fALL�P AT THN 11W OF PLAT P�V�V�LOPWNT NOp11� SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 20 40 80 5CA�F 1 I I - 20' -0' I 221 104I 15H�Ff VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. R-390715 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EURRNT lose 83 0 2pNING DATE: MEAD SHORT PLAT 08/05/2017 TU SCAN Y CONSTRUCTION, LLC FIELDBOOK: PAGE: TREE RETENTION and LANDSCAPE PLAN DRAWING NO: 522 HOQUTAM AVENUE NE RENTON, WASHINGTON SHEET:1 OF:20 IN U w 0 0 Q w U W Z W L� LO O O w H H O O Un 0 Q W 0 LLI Q 0- rr O _ 0 0 Q LULU G 00 qr- 4t LU LU rr= W W Lu 6 Rs / FD MIC, CONC MON s�� z F, 00 z APPROX. LOCATION wRs = ss S� IN W/BRASS DISC, DIN 0.6' ca SSMH = �w o o = PER UTILITY MAP:2306EO28 ❑ 8 9 w v RIM=455.99 w Lo Q ��UP UP UP -UP -UP -UP -UP UP s� RIM=454.36 INTX OF 8" CONC NW FD MIC ❑ �\\\\ N N ❑ R Rs JERICHO AVE NE Rs Rss CTR CHAN-449.19 ss CONC MON BRASS DISC RssRsR R Rss Rss Rss RsR Rs Rs sss oQ - D N 0.3' s> > s .9 s s 9 / ass s 8 R ass z w w �s �° 'o 99 >> ss Rs S� zo 0 1 o zo NORTH LINE OF NORTH 330 s Rss Rss x Rs �••� sQS QS t, QS QS� QS S s OF NE 1 /4, SW 1 /4, SE 1 /4 Rss ca sR�\WAI �s o� s8 ass R s o N L R o �R9 R6> '0 9 I N L (HELD FOUND MONUMENTS) o M- Rs RIM=455.61 W RW W W W W W W W W V�/ W W�� W W W W W W W W �'s IE 12" CPEP W-449.01ss R R NO°12'29 E 321.12 (% IE 12" DI N=44-9 84 sR Rs ss - ( IN FEET ) INL p 27. 5 (G�s�, ss Ss ILWACCoPL NE RsR sR _ �' 9� s� 9° sx 1� 10'56"E 346.12' (HB) .9 IE 12" DI S-4499&8 x R x IE 12" CPEP N=448.71 RIM=456.02 (V �� X x x A w x IE 12" CPEP SE-448.96 1 inch = 20 ft. IE 18" CPEP E=449.44 WN S S SS SS SS S: SS SS SS SS SS SS SS SS Ss -Ss F�SREBAR CASP "37555" SS SS Sa FD MIC TOPOGRAPHIC SURVEY INL IE 18" CPEP N=449.52 R ss Rs Rs Rs R R Rs _ R R 0.6 0.1' E. CONC MON W/BRASS DISC RIM=455.33 R s _ ss� Rss �� RsS� Rss Rs Q RRs v cfl Rss DIN 0.4' s o s s s > g'� R R RIE 18" CPR RS-450.63R s6s6 SO°10 52 W�30. RR - Rx R R 3 s� SSMH s s s - R R ss�9 �a so s s Rs o �o L��, R in ss sx° R Rs Rss o RIM - 456.2 5 Ass Sss Rss ss SD s� - 00 REBAR NO P �° s x N Rs Rs 6 X X X Rs Rs U 0 IA LE 8" CONC N/E/W METHOD OF SURVEY: SSMH O -� / CTR CHAN=447.05 INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE RIM-456.03 0.2' S., 0.4' E. N O 456 x x C\I x R ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES 8" CONC N/SE ° Rx Rss O Rss Rs USED IN THIS SURVEY WERE DIRECT AND REVERSE SS SS SSCTR CHA1��449.63 SS 5.00' CD � 1- sx R s Rss ANGLES, NO CORRECTION NECESSARY. MEETS STATE R Rs Rs ss INL STANDARDS SET BY WAC 332-130-090 6 R s� °x R N s O SD Rs RIM=456.18 INL ILWACO AVE NE W x Rss, ss°X Rsss ss N 66s IE 12" CPEP N=452.43 UNDERGROUND UTILITIES: RIM-455.25 0 > �` X x x NL RIM=456.40R a IE 12" CPEP E=452.33 BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE Rs s.R�ss p� N N _ N O R R Rs Rss 1 ssa s so CPE S=453.40 - R x sss ss 2 Ro IN THE FIELD. GEODIMENSIONS ASSUMES NO LIABILITY v Rss FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT Rs Rs Rs Rs O o N X R 45g x RRx sx sss 3 �� Rss RESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE e O Rs s9 9Rx Ln 90 NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION INL Rs °x x cN ° ww OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN RIM-455.64 6 Rs R R s s s V..I CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS, IE 12" CPEP N=451.82 FD MIC CONC MON W/BRASS DISC = �x 6 x 01 x 69 s x 00 kh x x ss� o x N 1 3 Z Rss w �� CALL 1-800-424-5555 BEFORE CONSTRUCTION. DIN 0.55' \ I Rs � R LL Rs, sss rn o LO I Rs s9 m R VERTICAL DATUM: Ww SURVEY LEGEND EDGE OF ASPHALT C CONCRETE CURB CON CONIFEROUS TREE DEC DECIDUOUS TREE EHH ❑ ELECTRICAL HAND HOLE OO FOUND SURFACE MONUMENT ►fit FOUND MONUMENT IN CASE FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) HYD b FIRE HYDRANT LUM� LIGHT POLE MH (^) MAINTENANCE HOLE PP O POWER POLE POWER TRANSFORMER O REBAR FOUND INL r 1 STORMDRAIN INLET ❑TPED TELEPHONE PEDESTAL WV m WATER VALVE 12" CONC PIPE IE=459.69 R Rs 's x R6, R , 6� �6 FD MIC CONC MON W/BRASS DISC DIN 0.3' W W t11ti Rss R6,7 06, R 16' R/W R SRO RiS) Rss 1.0' h� 2 5' x �R/W PER REC. NO. R 347794 ss R69 �x w o N x O � o X M o' 00 �0 N 0_ N EN LJ F- O O Rs9 X R�. 9 w R _ x U 00 00CKj cV I 00 I O X Ln R69 Ry LI I O R R X 00 c V �0 Z IF00 � I t 00 Io cn r7 I� 460 w 00 -O X I Co ICn N Sls 0 x SORJ1s0'52"W 300.10' R S�� X v06 w 0 x Y J Q - L� Rs O0 1-- 0 X D- I CD U I � 0_ Rs R61 00 Q Q, V) x V) w R61 wv s �w - Z R 12 .C.ONC PIPE 0.6' R so. 1E-469.38 12" "PVC 9 o E Rs , :.�� ....: Rso IE=458.22 2. E ITE # $ -X30' ONVEYED 6 s 1 .0 : GRAVE PER RE69,NO. 3042080 C� 1 LLJ R6 APPROX. LOCATION s 00 i o C, 3 I R PER UTILITY MAP 00 1 00 n W W W 9 W W w- oo w I NW COR, NE 1 /4, SW 1 /4, SE 1 /4 1 I SEC 10-23-5 I 1 Rs 1 ', ►- R E..Terrane 10801 Main Street, Suite 102, Bellevue, WA 98004 phone 425.458.4488 support@terrane.net www.terrane.net Sfx Rss X APPROX. VERTCAL DATUM: NAVD 88 PER CITY OF RENTON 0 0 CO Lri I LOCATION CONTROL BENCHMARKS: - N NOT SHOWN ON R Rs s'o N R w O UTILITY MAP Z CITY OF RENTON CONTROL POINT #1851 ' .. s X x w � 3-1 /2" DOMED BRASS DISC WITH A PUNCH MARK ON `7s1 CONCRETE STREET SURFACE AT THE CONSTRUCTED Ns6s� INTERSECTION OF NE 4TH STREET (SE 128TH STREET) Rss x 3�o 00 in so & 140TH AVENUE SE z o ' 00 p Rss ELEVATION: 398.55' .. Q N 0�0 I N o .. .. Z CITY OF RENTON CONTROL POINT #1852 Rx ' o Q 00 = 0 3" FLAT BRASS DISC IN CONCRETE STREET SURFACE " J w 3 Z C° w❑Ld AT THE CONSTRUCTED INTERSECTION OF NE 4TH :. w xo a ~❑ STREET (SE 128TH STREET) & 148TH AVENUE SE R R l R S> ELEVATION: 454.77' .. '. ... J �.:...:: IL Ld Y s 6 ° D Q Rs 3 X R J BASIS OF BEARINGS: R SOUTH LINE OF SE QUARTER OF SEC. 10 BEARS N88Q 21 09 W PER KCAS BETWEEN FOUND MONUMENTS :s. I. C) g ClREFERENCES: J ' .:: (M) MEASURED a Rss (C) CALCULATED (COR) CITY OF RENTON s , KCAS KING COUNTY CONTROL SURVEY SUB DIVISION SHEET ( ) . .. ... .. :.: (LM) PLAT OF LANGLEY MEADOWS, VOLUME 253, PAGES 20-26, ... ... RS RECORDS OF KING COUNTY, WASHINGTON �RRs�. , Rss (HB) PLAT OF HONEY BROOKE, DIV. 3, VOLUME 227, PAGES '.Is, ':'. X Rs Rss 36-40, RECORDS OF KING COUNTY, WASHINGTON. ` Xo FD MIC R Rs CONC MON W/BRASS DISC DIN 0 4' RS. S X O L� Rs R s sd s 6x x x LEGAL DESCRIPTION: THE EAST ONE HALF OF THE WEST 330 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; TOGETHER WITH THE NORTH 30 FEET OF THE WEST ONE HALF OF THE WEST 330 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. TITLE REPORT EXCEPTIONS (FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NO. 4243-2533308, DATED SEPTEMBER 22, 2015.) 8. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR HIGHWAY PURPOSES AS GRANTED BY DEED UNDER RECORDING NO. 3042080. "NOTED ON MAP" 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 347794 FOR: PERPETUAL EASEMENT "NOT PLOTTED - AS CONSTRUCTED 10' WIDE STRIP" 10. COVENANTS, CONDITIONS AND/OR RESTRICTIONS CONTAINED IN THE FOLLOWING INSTRUMENT: EXECUTED BY: EVERT W. PETERS AND MILDRED J. PETERS RECORDED: JANUARY 13, 1961 RECORDING NO.: 5241538 WEST LINE OF WEST 330 OF NE 1 /4, SW 1 /4, SE 1 /4 (HELD FOUND MONUMENTS) W W W W W W W W W W W W W SO°10'52"W 1326.44' BETWEEN MONS(M) 1322'58' (C) N00°11'06" 1322.63' (LM) TO PLAT TIE 142ND AVE SE (HOQUTAM AVE) SO°10'52"WN 1317.5 568E C) TO 64S (BDBI) ISION LINE 0 W U N 11) W SURVEYED: SCALE: TERRANE DESIGNED: 1 "-20' D.L. OFFE, P.E. DRAWN: ONE INCH 1 REVISE TITLE BLOCK TGC 18/14/171 iCHECKED: AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE I A P P R 11 APPROVED: SCALE ACCORDINGLY q 58) Rs C)�RX 00 EBAR/CA 3w555" LO -LD W W VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM x N88°21'18"W ' 0 4.96' CALC R� Rs>> SSMH s RIM-457.95 Rs>>9 Rs 8" CONC E/W A R -�D CTR CHAN-449.75 �9 NO-10 52"E 13.51 CALC (NO°10'56"E 13.30 HB) R�. X W W I FD 1-1/2"ALUMINUM DISC (0.04' N OF SUB. LINE) CITY OF PRI RENTON Planning/Building/Public Works Dept. R-390717 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 T 0 0 6 T J 0 O DATE: MEAD SHORT PLAT 06/14/2017 = TUSCANY CONSTRUCTION, LLC FIELDBOOK: W PAGE: �/ TOPOGRAPHIC/BOUNDARY SURVEY DRAWING NO: 522 HOQUTAM AVENUE NE 140583 Q RENTON, WASHINGTON W SHEET: 1 Q OF:20 75