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HomeMy WebLinkAboutzR-3923SetN rn r) I 0 W 0 U 1n v 0 N 0 N N E 0 U) 0 I 0 1 Ln Ln 0 CD i U) 0 Ln Ln O 1�=100' 3 0 50 100 200 mmmm . � V IZ 0 N38'06'44"E 55.36' / L \/ / ASBUILT COVER SHEET SHEET INDEX: FOR 1 OF 68 COVER SHEET 2 OF 68 CONDITIONS OF APPROVAL ALL M I IT TIFFANY PARK 3 OF 68 EXISTING CONDITIONS PLAN U 4 OF 68 OVERALL SITE PLAN 5 OF 68 PRELIMINARY PLAT HORIZONTAL CONTROL PLAN 6 OF 68 PRELIMINARY PLAT - HORIZONTAL CONTROL PLAN PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, 7 of 68 TESC PLAN W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 8 of 68 TESC PLAN - - _ TWP. 23 N., RGE 5 EAST, 9 OF 68 TESC NOTES AND DETAILS TRACt C SHEET INDEX (CONT): 10 OF 68 TESC NOTES AND DETAILS 11 OF 68 DETAILED GRADING PLAN L1 OF 13 LANDSCAPE PLAN 12 OF 68 DETAILED GRADING PLAN L2 OF 13 LANDSCAPE PLAN 13 OF 68 SITE CROSS SECTIONS L3 OF 13 LANDSCAPE PLAN 14 OF 68 COMPOSITE UTILITY PLAN :\ L4 OF 13 LANDSCAPE PLAN 15 OF 68 COMPOSITE UTILITY PLAN % / I `��� I TR CT 0 L5 OF 13 LANDSCAPE PLAN 16 OF 68 ROAD SECTIONS "v '" "' 11 \ I 17 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST / S86'36'01"W 411.47 L6 OF 13 LANDSCAPE PLAN ~``' - L7 OF 13 LANDSCAPE PLAN 18 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST I L8 OF 13 LANDSCAPE PLAN 19 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST AND TRACT E 14 I ;<'� A=28'34 0" L9 OF 13 LANDSCAPE PLAN 20 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST TRACT N I 814.46' L10 OF 13 LANDSCAPE PLAN 21 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST 6 11 I`J L11 OF 13 LANDSCAPE PLAN TRACT A 22 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST AND TRACT P 12 I,' L=406.15 \ L12 OF 13 LANDSCAPE PLAN 23 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE 13 15 r L13 OF 13 LANDSCAPE PLAN 24 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE AND ROAD A j 25 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE CS1 OF 4 VAULT PLANS AND GENERAL NOTES 26 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE T B 16 / \�%� CS2.1 OF 4 FOUNDATION PLAN 27 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A F W y W W w ✓ i CS2.2 OF 4 VAULT LID PLAN 28 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A T M W \i CS3.1 OF 4 STRUCTURAL DETAILS 29 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE -TRACT N AND 0 V W� 10 17 ^^: - 30 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE -TRACT 0 r" r "" `� ,,AA OF 1 LOCK AND LOAD PLAN 31 OF 68 DRAINAGE FACILITY PROFILE LK1 v' LK2 OF 2 RETAINING WALL - CIP 32 OF 68 DRAINAGE FACILITY PLAN AND DETAILS TRACT R 33 OF 68 DRAINAGE FACILITY DETA g \ 34 OF 68 DRAINAGE FACILITY SECTI IL01 OF 5 ILLUMINATION PLAN IONS AND DETAILS 18 � \;-�''55 IL02 OF 5 ILLUMINATION PLAN 35 OF 68 DRAINAGE FACILITY SECTIONS AND DETAILS 3 \ \ I- IL04 OF 5 ILLUMINATION PLAN IL03 OF 5 ILLUMINATION PLAN 36 OF 68 ADA RAMP 37 OF 68 ADA RAMPSDANDILOFF SITE IMPROVEMENTS ❑ / 4 5 6 8 19 \ I IL05 OF 5 ILLUMINATION PLAN 38 OF 68 ADA RAMPS AND OFF SITE IMPROVEMENTS 39 OF 68 ADA RAMPS AND OFF SITE IMPROVEMENTS /79`29'58"E �0.01' RACT ''` " \ v % / M-1 OF 5 MITIGATION PLAN 40 OF 68 CUL DE SAC DETAILS / 7 ^! � 20 �`'�`�;;�� / / \ / � 41 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS M-2 OF 5 MITIGATION PLAN r �, , i 42 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS \ / \ M-3 OF 5 MITIGATION PLAN ' ' ' 43 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS ;<�.r�,�, �_�;11 ; M-4 OF 5 MITIGATION PLAN � S,10`30 02 W �0.00 , � `= ` \ / I �`44 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS �; 21 \ v , \ 45 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS j G� M-5 OF 5 MITIGATION PLAN 94 93 s� 22 \\ / \ y 46 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS 92 91 r�� 23 / G 47 OF 68 SEWER AND WATER PLAN AND PROFILE - SE 18TH ST 90 i "�' ' " 1 _ 48 OF 68 SEWER AND WATER PLAN AND PROFILE - SE 18TH ST AND TRACT E 89 00 0 ��1� / \ c - - - - - ��� \ 49 OF 68 SEWER AND WATER PLAN AND PROFILE - SE 18TH ST LEGAL DESCRIPTIONS: 1 / 88 24 \ ^ 50 OF 68 SEWER AND WATER PLAN AND PROFILE - SE 18TH ST /;;�='2„'�„ 57 5,5,:r_�;"5'�;� 51 OF 68 SEWER AND WATER PLAN AND PROFILE - SE 18TH ST AND TRACT P / \ v / \ 52 OF 68 SEWER AND WATER PLAN AND PROFILE - 124TH PL SE TAX PARCEL #: 212305-9044 / / 25 \ / _ \ / 53 OF 68 SEWER AND WATER PLAN AND PROFILE - 124TH PL SE AND ROAD A BEGINNING AT A INTERSECTION OF NORTHERLY LINE OF CEDAR 87 - - - - - _ _ _ \ / I \ , 54 OF 68 SEWER AND WATER PLAN AND PROFILE - 124TH PL SE RIVER PIPE LINE RIGHT OF WAY WITH EAST LINE OF WEST HALF OF 58 56 / / \ / '�� I y 55 OF 68 SEWER AND WATER PLAN AND PROFILE - 124TH PL SE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 23 NORTH, 26 ,`��:�`�J I 56 OF 68 SEWER AND WATER PLAN AND PROFILE - ROAD A RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; SF :-6•T5'S'2k;25'C, TRACT A 55 \'' , 57 OF 68 SEWER AND WATER PLAN AND PROFILE - ROAD A THENCE NORTH 123.74 FEET MORE OR LESS TO SOUTHERLY LINE '`NTH c. 86 59 / \ i / \\ 58 OF 68 SEWER AND WATER PLAN AND PROFILE - TRACT N AND 0 OF MERCER ISLAND PIPE LINE RIGHT OF WAY; 27 \ , \ 59 OF 68 SEWER AND WATER PLAN AND PROFILE - TRACT 0 THENCE NORTH 31' 18' 16" WEST ALONG SAID RIGHT OF WAY \ - - 85 „(0 54 \ �, 60 OF 68 SEWER NOTES AND DETAILS 969.34 FEET TO POINT ON ARC OF CURVE FROM WHICH POINT A ('� \ / _^ �^ 61 OF 68 SEWER NOTES AND DETAILS r",. r vj .J RADIUS TO SAID CURVE BEARS SOUTH 31` 18' 16" EAST 1014.82 \\ / 53 62 OF 68 WATER NOTES AND DETAILS FEET; :-� ,,, , „ _ _ - �j�� "'"`"` "' � � '� \ _ 63 OF 68 WATER NOTES AND DETAILS THENCE SOUTHWESTERLY ALONG SAID ARC OF CURVE TO LEFT \\ / 61 29 ` _ \ y 64 OF 68 OVERALL TREE RETENTION PLAN DISTANCE OF 831.63 FEET MORE OR LESS TO POINT ON 52 ^ 65 OF 68 DETAILED TREE RETENTION PLAN NORTHERLY RIGHT OF WAY LINE OF CEDAR RIVER PIPE LINE; L ^`'\\'`'6''S'S''-"2'" `' 1, I 66 OF 68 DETAILED TREE RETENTION PLAN THENCE EASTERLY ALONG SAID LINE 1014.92 FEET MORE OR LESS /^ 83 72 / 30 \ 67 OF 68 TREE RETENTION NOTES AND DETAILS THIS CONSTRUCTION RECORD DRAWING IS A TO POINT OF BEGINNING. "" ^^ ' 2l' l) 62 51 i� J 68 OF 68 TREE RETENTION NOTES AND DETAILS DISTURBED AREA: / \ iF COPY OF THE APPROVED CONSTRUCTION .I 71 \� �� / DRAWINGS PREPARED BY BARGHAUSEN TAX PARCEL 212305-9051 / / 82 / 50 31 �i 766,402 SF. 17.59 AC CONSULTING ENGINEERS, INC AND HAS BEEN THAT PORTION OF NORTHWEST QUARTER OF SOUTHEAST QUARTER / 63 Y ^ ^ TREE PROTECTION: EDITED TO REFLECT ASBUILT CONDITIONS. THE OF SECTION 21,G TOWNSHIP 23 SOUTHWESTERLY NORTH,RANGE OF AST, W.M., KINGSOUWESTERLY / / a / 70 �0 32 -r r`` '-""j" I I THE PROPOSED PROJECT IS REQUIRED TO SAVE AND INFORMATION PROVIDED ON THESE RECORD LINE OF MERCER ISLAND PIPE LINE RIGHT OF WAY AND ;-6--,5'S'2,21,"X: �0 81 �` 7/8 -9 49 \ I \ I PROTECT TREES ONSITE. CONTRACTOR SHALL REVIEW THE SURVDRAWINGS IIN SINS A COMBINATION AND DOCUMENTED SOUTHEASTERLY OF LINE DESCRIBED AS FOLLOWS: -'- N O \ TRACT E TREE PROTECTION PLAN/REPORT PREPARED BY �Qc �- 69 64 48 33 \ I I WASHINGTON FORESTRY CONSULTANTS, INC. DATED FIELD REVISIONS. BEGINNING INTERSECTION OF SOUTHEAST CORNER OF LOT 8 ` E 201' - - - - - 80 ' / \ \ (07/05/17) FOR FURTHER DETAIL PLEASE REFER TO PVv � TRAC TRAC �z 1 2 VICINITY MAP o MAAtle tq!(Fy yK'y ROYAL HILLS DR SE ANO FY At :9SF �+ TIFFANY PARK m O ELEMENTARY m F9cpL SCHOOL 'Pee'�l 9 z � SF <' F sRE m SF i o S'ryA NTS ! m SE 158TH ST SE 160TH ST r SE 161ST Si m N WSE A n FA1RwOOD BLVD SE 164TH ST SE 164TH ST m Ln N LINDBERGH a m HIGH SCHOOL SE 168TH ST SITE DATA: 1. TOTAL AREA: 21.66 AC (943,336 SF) 2. PROPOSED NO. OF LOTS: 94 3. TAX PARCEL #'S: 212305-9044-02, 212305-9051-02 212305-9054-09, & 212305-9061-00 4. AVERAGE LOT AREA: 5,437 SF 5. SMALLEST LOT AREA: 4,694 SF 6. MAXIMUM LOT AREA: 7,916 SF 7. MINIMUM LOT AREA ALLOWED: 4,500 SF (R-8 STANDARDS) 8. SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 13,291SF (WETLANDS) 9. SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: 61,077 SF 10. SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: 180,646 SF 11. SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS/TRACTS: 7,645 SF 12. TOTAL SQUARE FOOTAGE IN OPEN SPACE TRACTS: 165,318 SF 13. PROPOSED NET DENSITY: 4.34 DU/AC 14. DENSITY ALLOWED BY CODE: 8 DU/AC 15. EXISTING ZONING: R-8 16. REQUIRED MIN. SETBACKS: FRONT: 15 FEET GARAGE: 20 FEET INTERIOR: 5 FEET REAR: 20 FEET SIDE STREET: 15 FEET (NOTE: SIDE LOT SETBACK DOES NOT APPLY TO PRIVATE ACCESS EASEMENTS OR TRACTS SERVING 4 LOTS OR LESS) CONSTRUCTION RECORD DRAWING TIFFANY PARK DIVISION N0. 3 WITH NORTHERLY LINE OF CEDAR H C7' ^ ^ ^ ^ ,,,,^„ / 74 68 TRACT F I SHEETS 65 THROUGH 68 OF THIS PLAN SET. AREA TABLE RIVER PIPE LINE RIGHT OF WAY; -� r '2l,lJ�l, c3` THENCE EASTERLY ALONG SAID NORTHERLY LINE OF 60 FEET TO \ s. / 76 6 47 I - ASSOCIATED BUILDING PERMITS TRACT/USE TRUE POINT OF BEGINNING OF SAID LINE; / 75 67 CIVIL CONSTRUCTION PERMIT NO.: U16006368 THENCE NORTHEASTERLY ALONG CURVE TO RGT RADIUS OF \ / �W \ AREA (SF) 1014.82 FEET DISTANCE OF 831.63 FEET MORE OR LESS TO \ - - - 66 W W y W Tl�iACT G A DRAINAGE, LANDSCAPING, AND UTILITIES 60,582 SOUTHWESTERLY LINE OF MERCER ISLAND PIPE LINE RIGHT OF \ TRACT 0 �- W '' \ I EARLY CLEAR &GRADE PERMIT NO.: C17001 184 B OPEN SPACE 37,893 WAY AND TERMINUS OF SAID LINE. / W �.�. C PEDESTRIAN ACCESS 1,572 / 78 s. �� \ ROCKERY RETAINING WALLS PERMIT NO.: B17001407 TAX PARCEL t 212305�a4 - 1 _ v v W 43 -� D OPEN SPACE 26,546 / �`''\ I LOCK+LOAD RETAINING WALLS PERMIT NO.: B17001408 THAT PORTION OF SOUTHEAST QUARTER OF SOUTHEAST QUARTER - - - - _ / 79 77 � W w � � \ I E UTILITIES 1,650 OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING - \ DETENTION VAULT PERMIT NO.: B17001409 F OPEN SPACE 1,000 COULINENRIGHTAOFI WAY AND LYING SOUTHWESTERLY OFCEDAR CM MERCER RIVER ACT K 42 ISLANDD PIPE TRACT L Tl44 \ - - - - i G CRITICAL AREA 18,099 LINE RIGHT OF WAY. x"W 35 \ I H OPEN SPACE 13,283 TAX PARCEL � 212305-9061 TRACT S -� 46 45 41 `� 22 65;;; ";-5'5 C \ 129TH CT SE ENGINEER I OPEN SPACE 2,351 i BARGHAUSEN CONSULTING ENGINEERS, INC. THAT PORTION OF SOUTH HALF OF SECTION 21, TOWNSHIP 23 - - - - (i� N78'57'46"W \\ / ��\ 18215 72ND AVE. SOUTH J OPEN SPACE 4,858 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON, UTILITIES/SERVICES: - _ _ 560.03' �L48�;; ; ;S,C ;/ KENT) 25 98032 K CRITICAL AREA 29,143 DESCRIBER AS FOLLOWS: WATER: - - - _ 40 37 \ (425) 251-6222 \ / \ L OPEN SPACE/ LANDSCAPING 8,667 FAX (425) 251-8782 _ \ l2: �f '"f M CRITICAL AREA 4,571 BEGINNING INTERSECTION OF NORTHERLY RIGHT OF WAY MARGIN CITY OF RENTON PUBLIC WORKS DEPT. - - _ - r lJ, l,l, ', 1, CONTACT: BARRY TALKINGTON, P.E. OF CEDAR RIVER PIPE LINE AND EASTERLY LINE OF WEST HALF OF 1055 SOUTH GRADY WAY, 5TH FLOOR - - TRACT J 38 ^`�\ / N JOINT UTILITY/ACCESS TRACT 1,457 SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 23 NORTH, RENTON, WA 98057 - - _ SURVEYOR RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; (425) 430-6400 ' - - - _ / \ 0 JOINT UTILITY/ACCESS TRACT 1,471 - _ 3g / ,: „_,,,,,��„ 18215 72ND AVE. SOUTH BARGHAUSEN CONSULTING ENGINEERS, INC. P JOINT UTILITY/ACCESS TRACT 1,717 TRACT 1 \ \�� ` r "" THENCE NORTHERLY SAID EASTERLY LINE 123.74 FEET MORE OR SEWER: - \ I _ KENT, WA 98032 0 JOINT UTILITY/ACCESS TRACT 3,000 LESS TO A POINT ON SOUTHERLY RIGHT OF WAY OF MARGIN OF CITY OF RENTON PUBLIC WORKS DEPT.SE 15 I \ - _ , (425) 251-6222 R CRITICAL AREA 23,650 MERCER ISLAND PIPE LINE; 1055 SOUTH GRADY WAY, 5TH FLOOR 8rH S1' \ FAX (425) 251-8782 THENCE NORTH 31` 18' 16" WEST ALONG SAID SOUTHERLY RIGHT RENTON, WA 98057 I \ CONTACT: BRIAN GILLOOLY, PLS S OPEN SPACE 10,138 OF WAY OF MARGIN 969.34 FEET TO A POINT TO A POINT ON ARC (425) 430-6400 TRACT P\v vv DEVELOPER PUBLIC STREET 180,646 OF CURVE FROM WHICH POINT A TANGENT TO SAID CURVE BEARS _ > SOUTH 31` 18 16 EAST 1014.82 FEET AND TRUE POINT OF POWER/GAS: \ MAINVUE WA LLC LOT AREA 511,036 BEGINNING; PUGET SOUND ENERGY IMPERVIOUS AREA: A=26'37'52" 1110 112TH AVE NE, SUITE 202 [TOTAL AREA 943,336 SF 8001 SOUTH 212TH STREET R=1472.69' \ / BELLEVUE, WA 98004 THENCE NORTHWESTERLY ALONG SAID SOUTHERLY PIPE LINE RIGHT KENT, WA 98032 OF WAY 453.45 FEET; THENCE SOUTH 86` 32' 17" WEST 411.86 (253) 395-7065 PREDEVELOPED IMPERVIOUS SURFACE L=684.51' 2. ; ^f,95 \ / (425) 646-4022 CITY OF RENTON AREA = 0.00 ACRES (0 SF) \ / CONTACT: BARBARA YARINGTON FEET MORE OR LESS TO A POINT ON EAST BOUNDARY OF LOT 6 \ �EPAFiTMENT OF PUBLIC WORKS BLOCK 3, TIFFANY PARK DIVISION NO. 2; PHONE: LINK VERTICAL DATUM DEVELOPED NET NEW IMPERVIOUS SURFACE TRACT H \ / THENCE ALONG BOUNDARY OF SAID BLOCK 3 SOUTH 38' 11' 27" �1,,,,,,,2„ - 23315 66TH AVE S AREA = 11 95 ACRES (520 468 4 SF) �, '411423 �O s/DNA L� E����� 3-s-/zo/zos 2 (n LLJ (. U F z> O N QLd J a J w z X < Z w LLJ N J Z Qrr) O N N N 00 U Z z 00 � N CO r- 00 > z Z CN Q I I w w Ln Ln Z 0 Z Ln ~ �� Ln Ln w } Ld N � Z LLJ N N J > Y �� U N J 2 Q 0 _ ♦ Z WEST 55.36 FEET; KENT, WA 98032 CITY OF RENTON, NAVD 88 APPROVED BY DATE 4. W THENCE ALONG BLOCK 3, SOUTH 60' 01' 54" WEST 222.76 FEET; (253) 372-5361 TOTAL DEVELOPED IMPERVIOUS SURFACE APPROVED BY DATE V tom" THENCE ALONG BLOCK 3, SOUTH 30' 52' 58" WEST 130.13 FEET; BENCHMARK AREA = 11.95 ACRES (520,468.4 SF) CALL BEFORE YOU DIG' THENCE SOUTH 79` 25' 15" EAST 50 FEET; THENCE SOUTH �b Is- 10`34'45" WEST 50 FEET; FIRE: RENTON FIRE & EMERGENCY SERVICES FOUND MONUMENT IN CASE LEAD 1-800-424-5555 APPROVED BY DATE N5 PLUG &TACK IN 4 X4" CONIC RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: a 0 CD THENCE SOUTH 22' 05' 56" EAST 785.69 FEET MORE OR LESS TO 1055 S. GRADY WAY INTX MONROE AVE SE & SE 11.95/21.66 ACRES = 0.55 APPROVED BY DATE TAP ON NORTHERLY OF RIGHT OF WAY OF MARGIN OF CEDAR RENTON, WA 98057 16TH PL C.O.R BENCHMARK 1857 RIVER PIPE LINE; (425) 430-7000 THENCE SOUTH 78' 56' 52 EAST ALONG SAID PIPE LINE RIGHT EL=413.38 (JUNE 2013) OF WAY 60 FEET; SCHOOL: FOUND MONUMENT IN CASE THENCE NORTHEASTERLY ALONG SAID CURVE TO RIGHT HAVING A RENTON SCHOOL DISTRICT BRASS PIN IN CONIC INTX SE RADIUS OF 1014.82 FEET A DISTANCE OF 831.63 FEET MORE OR 300 SW 7TH STREET 158TH ST & 124TH AV SE C.O.R LESS TO TAP ON SOUTHERLY MARGIN OF MERCER ISLAND PIPE RENTON, WA 98057 BENCHMARK 1908 EL=387.24' LINE AND TRUE POINT OF BEGINNING. (425) 204-2300 (JUNE 2014) 2 REVISED PER CITY COMMENT BK 1/20/1 1 ASBUILT BK 11/2/U N0. REVISION BY DATE SURVEYED: SCALE: 7 BCE HQRIZ: 1 "= 1 00' VERTICAL: NAVD 1983 83/1 COVER SHEET 11 /20/2018 DESIGNED: HORIZONTAL: NAD 1983/1991 :� Cl T Y OF VER: N/A ASBUILT - ALLURA AT TIFFANY PARK PACE: �T BJT DRAWN RENTON MAINVUE WA LLC RAG , ONE NCH DRAWING NO: NIDATUM BJT CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE SUITE 202 RAG IF NOT ONE INCH 7 APPR APP13JTD' SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: °F 68 IRI-131912131011 ASBUILT CONDITIONS OF APPROVAL N 0� co 0 W I- v rr Q n z Q H H Q Q rr D J J Q 0 U U) U) 0 I I Ln Ln 0 c0 0 Ln Ln 0 0 HEARING EXAMINERS CONDITIONS 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED SEPTEMBER 22, 2014 EXCEPT AS MODIFIED BELOW: 0. MDNS CONDITION 1 SHALL BE REVISED AS FOLLOWS: ALL EARTHWORK PERFORMED, IMPLEMENTED BY THE APPLICANT, SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY ASSOCIATED EARTH SCIENCES, INC., DATED SEPTEMBER 28, 2012 OR CONSISTENT WITH THE RECOMMENDATIONS OF THE FINAL CITY -APPROVED GEOTECHNICAL REMIT b. MDNS CONDITION 6 SHALL BE STRICKEN AND REPLACED WITH THE FOLLOWING [AS MODIFIED BY THE RULING ON RECONSIDERATION]: THE APPLICANT SHALL REVISE ITS LANDSCAPING PLAN TO PROVIDE FOR A 10 FOOT WIDE ON -SITE STREET FRONTAGE LANDSCAPE STRIP AS REQUIRED BY RMC 4-4-070(F)(1) FOR ALL LOTS AND A 10 FOOT WIDE, SITE OBSCURING PERIMETER LANDSCAPING ADJACENT TO AREAS WHERE THE RETAINING WALLS ARE FOUR OR MORE FEET IN HEIGHT. LANDSCAPING AT MATURITY MUST EXCEED THE HEIGHT OF THE ADJACENT RETAINING WALL. THE FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. SUCH LANDSCAPING SHALL INCLUDE A MIXTURE OF TREES, SHRUBS, AND GROUNDCOVER AS APPROVED BY THE DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT. 2. THE APPLICANT SHALL BE REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE MINIMUM 50-FOOT LOT WIDTH REQUIREMENT FOR ALL LOTS WITH LESS THAN 50 FEET IN WIDTH AT THE FOREMOST POINTS (WHERE THE SIDE LOT LINES INTERSECT WITH THE STREET RIGHT-OF-WAY LINE) PURSUANT TO RMC 4-11-120. THE AVERAGE DISTANCE BETWEEN THE SIDE LINES CONNECTING FRONT AND REAR LOT LINES SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 3. CONDITION NO. 3 HAS BEEN DELETED AS DIRECTED IN THE RULING ON RECONSIDERATION. 4. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED PLAT AND LANDSCAPING PLAN, WHICH ARE ELEMENTS OF THE CITY'S REQUIRED CONSTRUCTION PLAN SET, DEPICTING CURB BULBOUTS AT STREET INTERSECTIONS WHERE ON -STREET PARKING IS LOCATED OR CALLING FOR NO CURB BULBOUTS AND INSTALLATION OF "NO PARKING" DESIGNATIONS WHERE STREET PARKING IS PROHIBITED AT STREET INTERSECTIONS. THE REVISED PLAT AND LANDSCAPING PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 5. THE APPLICANT SHALL ELIMINATE INDIVIDUAL ACCESS DIRECTLY FROM INTERNAL PUBLIC STREETS FOR THOSE LOTS ABUTTING PRIVATE STREETS AND/OR SHARED DRIVEWAY ACCESS EASEMENTS, SPECIFICALLY LOTS 12-14, LOTS 15-17, LOTS 38-40 AND LOTS 78-81 IN SHARED DRIVEWAYS. SAID LOTS SHALL BE REQUIRED TO TAKE ACCESS FROM THE ABUTTING PRIVATE STREET AND/OR ACCESS EASEMENT AND SHALL NOT EXCEED ACCESS THRESHOLDS PURSUANT TO RMC 4-6-060.J AND K. LOT 11 MAY ACCESS THE PUBLIC STREET DIRECTLY. THE REVISED PLAT PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. FURTHERMORE, THE ACCESS RESTRICTION FOR SUCH LOTS IS REQUIRED TO BE NOTED ON THE FACE OF THE FINAL PLAT PRIOR TO RECORDING. 6. THE APPLICANT SHALL REVISE THE PROPOSED MITIGATION PLAN TO DEPICT ALL RETAINING WALLS ON SITE, INCLUDING LOCK & LOAD WALLS ON THE NORTH AND EAST SIDES OF WETLANDS B AND C. THE APPLICANT SHALL ALSO IDENTIFY IF PROPOSED WALLS ARE ANTICIPATED TO IMPACT CRITICAL AREA BUFFERS AND PROVIDE APPROPRIATE MITIGATION FOR SUCH IMPACTS. A FINAL MITIGATION PLAN, PURSUANT TO RMC 4-8-120.W, SHALL BE SUBMITTED TO, AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 7. THE TEMPORARY BUFFER IMPACTS CONSISTING OF MINOR INTRUSIONS OR DISTURBANCE FROM CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH APPROPRIATE GRADING, SOIL AMENDMENTS, AND THE PLANTING OF NATIVE SPECIES TO THE SATISFACTION OF THE CURRENT PLANNING PROJECT MANAGER. THE REVISED MITIGATION PLAN SHALL BE SUBMITTED TO AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 8. THE EXISTING WETLAND MITIGATION PLAN ALREADY ASSURES THAT 1,331 SQUARE FEET OF ADDITIONAL WETLAND BUFFER AREA IS BEING PROVIDED TO MITIGATE FOR BOTH EXISTING BUFFER IMPACTS TO WETLAND E THAT ARE NOT ASSOCIATED WITH THE PLAT, AS WELL AS THE LOSS OF 14 SQUARE FEET OF THE WETLAND E BUFFER WHICH LOSS IS ASSOCIATED WITH THE EXTENSION OF SE 18TH STREET. TO PROVIDE AN ADDITIONAL OFFSET FOR THE IMPACTS RESULTING FROM THE REQUESTED EXEMPTION ASSOCIATED WITH THE FILL OF 14 SQUARE FEET OF BUFFER TO EXTEND SE 18TH STREET. THE APPLICANT HAS AGREED TO PROVIDE AND SHALL PROVIDE ENHANCEMENT TO THE WETLAND E BUFFER IMMEDIATELY ABUTTING SE 18TH STREET, AS WELL AS ENHANCED PLANTINGS ADJOINING THAT BUFFER AREA WITHIN TRACT M. A REVISED MITIGATION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 9. THE APPLICANT SHALL BE REQUIRED TO ESTABLISH A NATIVE GROWTH PROTECTION EASEMENT OVER THOSE PARTS OF THE SITE ENCOMPASSING WETLANDS AND THEIR ASSOCIATED BUFFERS AND PLACE FENCING AND SIGNAGE ALONG THE OUTER BUFFER EDGE PRIOR TO FINAL PLAT APPROVAL. 10. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A FILL SOURCE STATEMENT IF FILL MATERIALS ARE BROUGHT TO THE SITE IN ORDER TO THE CITY TO ENSURE ONLY CLEAN FILL IS IMPORTED PRIOR TO CONSTRUCTION. 11. THE APPLICANT SHALL PROVIDE A FINAL TREE RETENTION PLAN, COMPLYING WITH THE 30% TREE RETENTION SEPA MITIGATION MEASURE WHILE DEMONSTRATING PROPOSED RETAINING WALLS WOULD NOT IMPACT TREES PROPOSED FOR RETENTION. THE FINAL TREE RETENTION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 12. THE APPLICANT SHALL SUBMIT A REVISED PLAT PLAN, WHICH IS AN ELEMENT OF THE CITY'S REQUIRED CONSTRUCTION PLAN SET, DEPICTING A SAFE PEDESTRIAN CROSSING, ACROSS THE 124TH PLACE SE EXTENSION, FOR THE SEATTLE WATERLINE PEDESTRIAN TRAIL. THE REVISED PLAT PLAN, AS PART OF THE CONSTRUCTION PLAN SET, SHALL BE SUBMITTED TO, AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, COMMUNITY SERVICES DEPARTMENT, AND THE TRANSPORTATION DEPARTMENT PRIOR TO CONSTRUCTION PERMIT APPROVAL. 13. THE APPLICANT SHALL BE REQUIRED TO OBTAIN RIGHT-OF-WAY OR A PUBLIC ACCESS EASEMENT THROUGH THE CEDAR RIVER PIPELINE, FOR THE EXTENSION OF 124TH PLACE SE, TO THE SATISFACTION OF THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 14. PEDESTRIAN LIGHTING SHALL BE DEPICTED ON THE LIGHTING PLAN AT THE ENTRANCES OF TRACTS C AND E (FROM THE PROPOSED RIGHT-OF-WAY). THE LIGHTING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER AND THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 15. THE PRELIMINARY PLAT PLAN SHALL BE REVISED SO THAT NO MORE THAN 4 LOTS MAY GAIN ACCESS VIA A SHARED DRIVEWAY AND THAT AT LEAST ONE SUCH LOT SHALL MEET MINIMUM LOT WIDTH REQUIREMENTS ALONG A STREET FRONTAGE PURSUANT TO RMC 4-7-170.D (A MINIMUM OF 80% OR THE REQUIRED LOT WIDTH/40 FEET OR 35 FEET ALONG A STREET CURVE). THE LOT(S) WHICH PROVIDES PHYSICAL FRONTAGE ALONG THE STREET SHALL ONLY BE ALLOWED VEHICULAR ACCESS FROM THE SHARED PRIVATE DRIVEWAY. IN ORDER TO PROVIDE SHARED ACCESS, LOTS 14, 17 AND 3 SHALL BE WIDENED TO 35 FEET AND TAKE PRIMARY ACCESS FROM THE SHARED DRIVEWAY. THE REVISED PLAT PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 16. THE PLAT PLAN SHALL BE REVISED SO THAT ALL LOTS HAVE NO LESS THAN A 40-FOOT LOT WIDTH WHERE SIDE LOT LINES INTERSECT WITH THE STREET RIGHT OF WAY OR FOR RADIAL LOTS BE A MINIMUM OF 35 FEET IN WIDTH. SPECIFICALLY, PROPOSED LOTS 14, 17, AND 38 WOULD BE REQUIRED TO BE WIDENED TO 35 FEET IN ORDER TO COMPLY WITH THE CONDITION. THE REVISED PLAT PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 17. THE APPLICANT SHALL SUBMIT A REVISED PLAT PLAN DEPICTING THE ELIMINATION OF ALL PIPESTEM LOTS (LOTS WHICH ARE LESS THAN 40 FEET IN WIDTH WHERE THE SIDE LOT LINES INTERSECT WITH THE STREET RIGHT-OF-WAY OR FOR RADIAL LOTS ARE LESS THAN 35 FEET) WITHIN THE SUBDIVISION. SPECIFICALLY, PROPOSED LOTS 12, 14, 15, 17, 38, 40, AND 79 WOULD BE REQUIRED TO BE ELIMINATED OR REVISED TO MEET MINIMUM FRONTAGE WIDTH REQUIREMENTS. THE APPLICANT MAY ALSO SUBMIT AN ALTERNATIVE PLAT PLAN WHICH INCLUDES A COMBINATION OF ALL LOTS FRONTING ONTO A PUBLIC STREET MEETING MINIMUM LOT WIDTHS AND THOSE PORTIONS OF THE LOTS NOW PROPOSED FOR SHARED DRIVEWAY/ACCESS EASEMENTS COULD BE PLACED IN SHARED DRIVEWAY TRACTS WITH EASEMENTS PLACED OVER THEM PURSUANT TO RMC 4-6-060, STREET STANDARDS. THE REVISED PLAT PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 18. ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN TRACT A TO A STORMWATER DETENTION POND BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7-080M.2. 19. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNERS' ASSOCIATION AND MAINTENANCE AGREEMENT(S) FOR THE SHARED UTILITIES, LANDSCAPE AREAS AND MAINTENANCE AND RESPONSIBILITIES FOR ALL SHARED IMPROVEMENTS OF THIS DEVELOPMENT. A DRAFT OF THE DOCUMENT(S) SHALL BE SUBMITTED TO CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL BY THE CITY ATTORNEY AND PROPERTY SERVICES SECTION PRIOR TO THE RECORDING OF THE FINAL PLAT. 20. THE APPLICANT SHALL SUBMIT THE RESULTS OF THE PHASE I ENVIRONMENTAL SITE ASSESSMENT TO THE CITY FOR REVIEW. APPROPRIATE MITIGATION, IF ANY, SHALL BE COMPLETED PRIOR TO ISSUANCE OF BUILDING PERMITS. 21. ALL ROAD NAMES SHALL BE APPROVED BY THE CITY. 22. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT. 23. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED IN ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 24. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE. 25. CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY CONTROLLING CORNER OF THE SUBDIVISION. INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED BY THE DEPARTMENT. ALL SURVEYS SHALL BE PER THE CITY OF RENTON SURVEYING STANDARDS. ALL OTHER LOT CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION. 26. [THIS CONDITION ADDED AS DIRECTED BY THE RULING ON RECONSIDERATION TO ADDRESS ROOF RUN-OFF]. ROOF RUN-OFF THAT IMPACTS WETLANDS SHALL NOT BE ALLOWED MIX WITH POLLUTING SURFACES. CATEGORY 2 WETLANDS MAY NOT BE STRUCTURALLY OR HYDROLOGICALLY ENGINEERED FOR RUNOFF QUANTITY OR QUALITY CONTROL AS REQUIRED BY KCSWDM REFERENCE 5. CITY STAFF SHALL REQUIRE DESIGN ADJUSTMENTS AS AUTHORIZED BY KCSWDM 1.2 TO THE EXTENT NECESSARY TO PREVENT ADVERSE IMPACTS TO WETLAND HYDROLOGY CAUSED BY ROOF RUNOFF. 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SEPA CONDITIONS: 1. ALL EARTHWORK PERFORMED, IMPLEMENTED BY THE APPLICANT, SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY ASSOCIATED EARTH SCIENCES, INC., DATED SEPTEMBER 28, 2012. 2. THE FINAL DRAINAGE REPORT SHALL INCLUDE A MORE DETAILED DOWNSTREAM ANALYSIS. PURSUANT TO KCSWDM 1.2.2.1, A LEVEL 2 DOWNSTREAM ANALYSIS FOR 1 /4 MILE FROM THE PROJECT SITE IS REQUIRED. THE APPLICANT SHOULD NOTE THAT LEVEL 3 FLOW CONTROL COULD BE REQUIRED AS PART OF THE LEVEL 2 DOWNSTREAM ANALYSIS. A REVISED FINAL DRAINAGE REPORT AND ASSOCIATED PLANS, BASED ON THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL AS AMENDED BY THE CITY OF RENTON, IS REQUIRED TO BE SUBMITTED TO THE SATISFACTION OF THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. THE APPLICANT SHALL ALSO BE REQUIRED TO COMPLY WITH, AND IMPLEMENT, ANY RECOMMENDED MITIGATION MEASURES INCLUDED IN THE REVISED DRAINAGE REPORT. 3. THE APPLICANT SHALL BE REQUIRED TO RETAIN 30% OF THE SIGNIFICANT TREES ON SITE WITH EXCLUSIONS FOR THOSE TREES THAT ARE CONSIDERED DEAD, DISEASED, OR DANGEROUS, TREES LOCATED WITHIN PROPOSED RIGHTS -OF -WAY, AND TREES LOCATED WITHIN THE CRITICAL AREAS AND THEIR ASSOCIATED BUFFERS. 4. 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 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. THE APPLICANT SHALL ALSO BE REQUIRED TO COMPLY WITH, AND IMPLEMENT, ANY RECOMMENDED MITIGATION MEASURES INCLUDED IN THE INSPECTION REPORTS. 5. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A MITIGATION PLAN, PREPARED BY A QUALIFIED PROFESSIONAL, WHICH WILL ADDRESS VERMIN ABATEMENT DURING PROJECT GRADING AND SITE IMPROVEMENTS. THE VERMIN ABATEMENT MITIGATION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. THE APPLICANT SHALL ALSO BE REQUIRED TO COMPLY AND IMPLEMENT ANY RECOMMENDED MITIGATION ACCORDING TO AN APPROVED PLAN. 6. A MINIMUM 15-FOOT WIDE PARTIALLY SIGHT OBSCURING LANDSCAPE BUFFER ALONG THE PERIMETER OF THE SITE SHALL BE PROVIDED. THE 15-FEET WOULD ALLOW FOR THE OFFSET OF TREE PLANTING, AS OPPOSED TO A LINEAR TREE LINE, WHICH WOULD CREATE A MORE NATURAL BUFFER IN KEEPING WITH THE EXISTING CHARACTER OF THE SITE. SUCH LANDSCAPING OR LANDSCAPE PLUS FENCING SHALL BE, AT MINIMUM, 6-FEET HIGH AT MATURITY AND AT LEAST 50% SIGHT -OBSCURING. EXISTING MATURE TREES ARE LOCATED WITHIN THIS 15 FOOT BUFFER SHOULD BE MAINTAIN AND PROTECTED DURING CONSTRUCTION UNLESS DETERMINED BY AN ARBORIST THAT SUCH TREE IS DEAD, DISEASED, OR DANGEROUS. (MODIFIED PER HEARING EXAMINERS CONDITION NUMBER 1.B) 7. THE APPLICANT SHALL INSTALL A STOP SIGN WITH A STOPLINE IN THERMOPLASTIC ON THE SOUTHBOUND APPROACH OF MONROE AVE SE TO SE 18TH ST IN ORDER TO ADDRESS THE SIGHT DISTANCE CONCERNS AT THIS INTERSECTION PRIOR TO FINAL PLAT APPROVAL. THE FINAL DESIGN IS SUBJECT TO FINAL CONSTRUCTION PERMIT REVIEW PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 8. THE APPLICANT SHALL SUBMIT A REVISED TIA INCLUDING AN ANALYSIS OF THE 124TH PLACE SE AND SE 158TH ST INTERSECTION SIGHT DISTANCE AND RECOMMEND APPROPRIATE MITIGATION. THE REVISED TIA SHALL BE SUBMITTED TO, AND APPROVED BY, THE PLAN REVIEWER PRIOR TO UTILITY CONSTRUCTION PERMITS. THE APPLICANT SHALL ALSO BE REQUIRED TO COMPLY WITH, AND IMPLEMENT, ANY RECOMMENDED MITIGATION MEASURES INCLUDED IN THE REVISED TIA. 9. THE APPLICANT SHALL INSTALL DIRECTIONAL INFORMATION SIGNAGE (WHITE LETTERS ON GREEN BACKGROUND) AT S PUGET DRIVE AND 116TH AVE SE FACING WEST PRIOR TO FINAL PLAT APPROVAL. THE SIGNS SHALL READ "TIFFANY PARK" WITH A LEFT ARROW AND "CASCADE" WITH A RIGHT ARROW. THE FINAL DESIGN IS SUBJECT TO FINAL CONSTRUCTION PERMIT REVIEW PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 10. AN ADDITIONAL CROSSROAD (W2-1 SYMBOL) WARNING SIGN WITH A 15MPH ADVISORY SPEED SHALL BE INSTALLED BY THE APPLICANT ON THE SOUTHWEST DIRECTIONAL APPROACH TO BEACON WAY SE, ALONG THE NORTH SIDE OF SE 16TH ST (EAST OF BEACON WAY SE). THE FINAL DESIGN IS SUBJECT TO FINAL CONSTRUCTION PERMIT REVIEW PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 11. THE APPLICANT SHALL PROVIDE A MARKED CROSSWALK AT THE INTERSECTION OF SE 18TH ST AND LAKE YOUNGS WAY SE PRIOR TO FINAL PLAT APPROVAL. THE FINAL DESIGN IS SUBJECT TO FINAL CONSTRUCTION PERMIT REVIEW PRIOR TO CONSTRUCTION PERMIT ISSUANCE. SPECIAL NOTE: THE CONDITION OF APPROVAL SHOWN ON THIS PAGE ARE THE FINAL REVISED CONDITIONS AS AFFIRMED BY THE CITY COUNCIL ON 6/8/15. CITY OF RENTON E�)EPAFiTMENT OF PUBLIC WORKS APPROVED BY APPROVED BY APPROVED BY DATE DATE DATE APPROVED BY DATE SURVEYED: SCALE: VERTICAL: NAVD 1983 83/1 CONDITIONS OF APPROVAL DESIGNED: HORIZ.: N/A HORIZONTAL: NAD 1983/1991 ,6 CITY 01- VERT.: N/A ASBUILT - ALLURA AT TIFFANY PARK �T RENTON BK 1/20/1 BJT DRARAG �` MAINVUE WA, LLC BK 11 2 18 BJT CHECKED: ONE INCH DATUM / / AT FULL SCALE Plonning/Building/Public Works Deft. 1110112TH AVE NE SUITE 202 RAG IF NOT ONE INCH 7 BY DATE APPR APPROVED: SCALE ACCORDINGLY BELLEVUE, WA 98004 w 105 a l7,11ro!�O,, Oam i 0 �, '411423TE F��NA L zo/z01 2 (n LLJ 0 U F_ z> 2 0C 0 N Z Ld J a J w z X Z w W N < J Z Q rr) O N N N 00 U Z Z 00 N cfl I- 00 j w Z � Q I I w w Ln Ln z 0 Z Ln N .-..- u7 N , Ln Z - w r w N z N N J� Y U (r) 11/20/2018 m FIELDBOOK: O PAC E: DRAWING NO: SHEET: w OF: �� I ­% ffimmmmmmm W Q z F- U LLJ O 0- z 0 0 Z Y J M 0 V 1n Ln CD " 0 ai E 2 0 0 i 1n CD CD 0 Qf J L Li N M I I 6 W y rr ^a n z 11 LL I- Q Ir J Q 3 ' / - - - -COG GUARD. 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L,; ` CITY OF RENTON WA R SURFACE F WA1 8 - P-5 ; +`� � KEYSTO,NF WAL - J I / 0.8' E. OF LINE Fes/ / '7 �., S10'30'02"W 50.00 9.2''• E. OF LIE / FENCE I \ / / �`" �r�' / / o A $$ / ` / ♦ . i ;f" i1 r 3 HEDGE dDGE OF LAWN / / o= / _,'. ••'d � S\\�y _�;''''. 4��';�`.. �EPAFiTMENT OF PUBLIC WORKS V 2 CB STD. GRATE + / i , / J 6.8' E. OF LINE /:; fir/ ��' „ F - RIM=394.90' «6 F'. > > E�POSX I \ / /...t. / / *.. 9 i CB STD. GRATE t� JJ I / / O / 8' D.I. LE. S=392.35' g' - rr r I 1 I f ti : /. o/ '•CB STD. GR ♦ 39g•• ,!: RIM=395.99 57929'58"E 50.01' /\1�1 i �JDARII`; ��\� I ... 39 /' \ / 12" CONC I.E. E=392.29' r: / /: SSW CB STD GRATE r rrr r I � J // 9 // j' gyp•; �y*•/•1 / 1, 6 `� /,"•<' � • J �/ / RIM=396.40' ` APPROVED BY DATE '4r c,' 12" CONC LE. W=392.39' s RIM=39AQ� \ J J I F c . ,I J I it i\ \ /� °`/ 8"/ ONC I.E. SW=394.55' 6� 2 "`•' I • • 45' APPROVED BY DATE ++ a,'„ RIM=39�b.67', f \ f 'f / / // / +..�,, 8" CONC LE. N=392.79' v `~§ .. 8" PVC I.E. b=M7.37' 8" C01�C LE. �`\1E=392.1 T I \ / SSMH SDMH Y,. l I I � �, -" /� CB STD. GRATE . yF: �� RIM- 5.47';' `�a `;. J 8" PVC I.E. W=38 .27� 8" eONC I.E. SE�392.18' ` J I \ \ / -� / •..,. //(:.' / MISC. J X ./ RIM=396.55' /39�'� '%R ? RIM=395.73' J / APPROVED BY DATE b O�y 4" CONC LE. W=39 J':': '` �s'CONC LE. W=39�2. 6 \ \ / / / !' 8" CONC. LE. NE=393.55'....;::'/''•. �'' 8" PVC I.E. E=382.90' aq @�,.`'.:, / FOUND MONUMENT IN CASE 7 v - 'I / // / r c, 12" CONC LE. E=390. • " �- o �% .-' ' \ / ,. _ \ �l - - - \ / 8" CONC LE. S=393.15' ,/ , : ,} 8" PVC LE. W=382.81' APPROVED BY DATE TACK IN 3"X3" CONC - I / // /'.' . / / ,, 397... +a , 8" CONC I.E. S=390.'6 \ /i0 ' ;:.` \ \ 0.40' BELOW GRADE / l \ Q / ` DATE: - SURVEYED: SCALE: $$ " '" 3 'I ' `J E 2013) , � BCE HORIZ: 1 "=60' VERTICAL: NAVD 83/1 EXISTING CONDITIONS PLAN 1 1 /20/2018 •`. `r` .• \ Q � y. � < � HORIZONTAL: NAD 1983/1991 ,1 RIM=394.98' a .�. , DESIGNED: �• CITY 0 F ASBUILT - ALLURA AT TIFFANY PARK 12" PVC I.E. W=385.01' ' , //o FOUND MONUMENT IN CASE VER: N/A FIELDBOOK: 12" PVC I.E. N=385.11' ; � / BRASS TACK IN 3"X�" FONC /MON \ DRA T � PAGE: s� �/ RENTON 8" PVC E=385.11' ,/;' � ' % ✓^`` . <\ 0.42' BELOW GRADE J 5 2 REVISED PER CITY COMMENT BK 1 20 1 BJT MAINVUE WA LLC / / RAG , DRAWING N0: ONE INCH DATUM 1 ", INTX $E 18TH & MONRO Av SE 1 ASBUILT BK 11/2/18 BJT CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 8" PVC l.E..... 8�:4 -' • , ;%` `. CB STD. GRATE (JUNE 2013) / 1 , RAG F NOT ONE INCH ^i,'• !' ; •'\ RIM=394,45' \ SCALE ACCORDINGLY \ 8" CONC I.E. N=�91.20' N0. REVISION BY DATE APPR APPBJTD' BELLEVUE, WA 98004 SHEET: 3 0F:6E N M i 0 W v rr a W n z z U a W 0 H I a a rr D J J a I I I I a� X z 0 z Y J m 0 V cn a 0 0 (V ai E \ 0 3 a 0 I I Ln 0 i 1n 0 1-1 Ln Ln 0 0 30 .0 120 \mal \\\\\\\\\\\\\\ 0000000000000000 TRACT C 'EDESTRIAN ACCESS TRACT O SHARED UTILITY/ EiRmi:A A K*A Lyl ="Mj14�y11 :a,wj A►1 ZOIZ ALLU]M AT TIFFANY PARK ��� 45' PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 211 448 TRACT H TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON WETLAND D-:..44� ... --=, •' OPEN SPACE CATEGORY 2 - __..... - - - OPEN SPACE-- 44,2. OPEN SPACE TABLE , - . _ , �- , �- . _�,... i TOTAL SITE AREA 943,336 SF 21.66 AC)TRACT _ 37 UTILITIES " •.� .' � I OPEN SPACE (TRACT A, B, D, F, H, I, J, L AND S) 165,318 SF/3.80 AC (17.52% OF SITE) 444 rr / / :� y J. �� 36 �. 35 NATIVE GROWTH PROTECTION AREAS (TRACT G, K, M AND R) 75,463 SF/1.73 AC (8.00% OF SITE) _- _ FIRE HYDRA �- I TRACT G 8" WATER -�_��i 448 CRITICAL AREA /i. • TOTAL OPEN SPACE & N.G.P.A 240,781 SF/5.53 AC (25.52% OF SITE) E�I J N �' � TRACT P `( �-, 34 \ , _ = SHARED UTILITY/ WETLAN B I�FER 'ALONG::��'. ,.. '.. : ACCESS TRACT E AC LINE. MITIGATION (� • ...... � TR T LI E E M TIG ON / 6"E 12��j.43 33 ��.\' PLANS FOR DETAIL.90 '% 32- , CE - 31 I 1� 0 10' UTILITYTRACT I �`o. - - 29 .....� .... 434 . EASEMENT _ „'� \ �;F ..... . �� OPEN SPACE r' / _ o _ ' / 47 �/L=/684.51' FOA AG i r FIRE HYDR I : ..... „ 51......E / 8 SEWER 5253 21 ' r 43 - _ a 1 , i ACCESS TRACT /� �` . 1 � t .. � 66 � �� .. � � �/.••• / �\ I 12" STORM 54 1 ...4j A28 �, s5 / \ \ : FIRE HYDRANT TRACT N r , 4�6 L 20 ;TRACT J SHARED UTILITY/ ` r , 55 , .... t 424 8" WATER / �/ ACCESS TRACT `� 12 �. i / , N / OPEN SPACE : ' .• /•. - .•' i`'• ..•s2 A ,;;�! 46 b S� 1 \\ r� �: / _........ 8 WATER r 5 34 - / y.............. r �26 .60 8 - W4.14 i / 12" STORM 58 0. r ti r � 4 Q r , GOR © o'h : r A �7� � �. ' � �/ �� CrTE Y 2 _ J� oo• % / Q / FIRE HYDRANT. �/y 967 TRACT � � 8 SEWER 68 CRITICAL AREA W�TLAND A s ss - J a I CATEGORY 2 ' ' /� / Q �' 0 1� / WETLAND BUFFER i " `� ALONG TRACT LINE. / / 424 r 18 STORM / / 71 MITIGATION SEE 8" SEWER. �. 1�. \ PLANSFFOR� DETIAL. O i _ 88 1 TRACT R 5 - w ..4,� ... F \� CRITICAL AREA , . // \ 72 rr FIRE HYDRANT WETLAND BUFFER - , �'/ ` . ter, r ; 422 ALONG TRACT LINE. r/'% 4 ,' �. 8„ WATER r . W o ELAND B / !/ 3 , . ` CATEGORY 3 SEE MITIGATION ,//,, i� 87 ' rr 'OPEN. -SPACE PLANS FOR DETAILS.. u , r/ r �� \ TRACAC% 7 2 �_ / /` < / TRACT B 3 ,, - y r �477 OPEN SPACE-— . /rr/' „ /'..• ry 85 !0- /r r /! . WER • 8 SE rs , N 4i& ;;; ��� �- I 75 ,' /TACT / i cam+ (b ♦ STORM 41 2 \ , _, 18�/STO /� / i SHARED UTILITY I \ \ CESS T /. AC 78 LO 412 .. /./ \\ ♦ \\\ r 41�� 92 z •4•�0. / r 1 /. 41 \ \ r� , f 79 MRARY CONST UCTION EASEMENT p 408 ... / .......... `. _ � � //^ - � \ � \ � � \� i _ ..... // 82 10 ,UTILITY , I. ` FI YDRANT .4} �06 , 1S• , _ , �,........ EMENT / R j 93 #SAC ¢09 ' $ r / LOPE EASEM� T TRACT M DRAINAGE, r r 81 r 4 CRITICAL AREA S79'29'S8"E 50.01' - /` LANDSCAPING, & UTILITIES .. `.: �.� _ - ,r / ...... 3' EASEMENT FOR .....`' 8 - // 15' WLE I / INGRESS AND EGRESS, 0..... --:.y / 80 �,� .. _ �p _ _ � � PUBLIC ROADWAY AND NETLAND E _ �- R - � � �'� ' � � � ` � � � RELATED PER CATEGORY 3 OZ , �/ _ ,Q:, i / REC# 20160201000402 "' ' / ... / - / SAFE PEDESTRIAN CROSSING d• � � 02 I Op '�...:;..•-. o°` �I... R THEATT EWATERLINE WETLAND BUFFER ALONG �' �i _ - - - - - -.. Boa �4 • ! : , : ; :.:.: ; ••• ' PEDESTRIAN TRAIL ACROSS TRACT LINE. SEE MITIGATION / ®. 398.... _ ...p0 N22'0T10 785:35.... ¢02 40 l Cb ' 124TH PL SE SHALL PLANS FOR DETAIL. \gyp ;� ; ; --c�� I ' , \ �� �.. .. oo� PROVIDED. REFER TO SHEET \ � I END TRACT 21 FOR SPECIFIC DETAILS. OF WATER L / S10'30'02"W 50.00' / �, ' EASEMENT OPEN SPACE/ i ij�\.....••••.••`( c �� SEE SHEETS 17 , LANDSCAPING AND 18 FOR OFFSITE % �'' \ / /✓�j \� / STORM EXTENSION EX. HYDRANT AT NE CORNER 9 VERTICAL DATUM OF MONROE AVE ANDS 18TH ;'R;:. STREET. ADJUST HYDRANT TO �' ,-... � CITY OF RENTON, NAVD 88 � GRADE AND INSTALL STORZ /• BENCHMARK SURVEYED: SCALE: ADAPTER. " VERTICAL: NAVD 1988 BCE HORIZ: 1 =60 HORIZONTAL: NAD 1983/1991 �� CITY O FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC DESIGNED: VER: N/A •� E TX4 MONROE AVE NE SE & SE 16TH PL C.O.R BENCHMARK 1857 BJT ML RENTON DRAWN: 2 REVISED PER CITY COMMENT BK 1/20/1 BJT RAG ONE INCH DATUM FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ASBUILT BK 11/2/18 BJT CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE RAG IF NOT ONE INCH N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY 2014) BJT LOT # LOT SIZE (SF) IMPERVIOUS (SF) 1 5,000 3,250 2 5,000 3,250 3 5,000 3,250 4 5,000 3,250 5 5,000 3,250 6 6,183 4,019 7 6,085 3,955 8 5,308 3,450 9 6,875 4,469 10 4,694 3,051 11 5,994 3,896 12 5,574 3,623 13 6,293 4,090 14 6,299 4,094 15 5,500 3,575 16 5,567 3,619 17 6,551 4,258 18 5,000 3,250 19 5,000 3,250 20 6,490 4,219 21 6,214 4,039 22 5,213 3,388 23 5,213 3,388 24 5,730 3,724 25 5,213 3,388 26 5,730 3,724 27 5,173 3,363 28 5,006 3,254 29 5,000 3,250 30 5,000 3,250 31 5,000 3,250 32 5,000 3,250 33 5,000 3,250 34 5,000 3,250 35 5,000 3,250 36 4,960 3,224 37 5,976 3,884 38 ill 1 3,322 39 6,617 4,301 40 5,353 3,480 TRACT TRACT AREA (SF) A 60,582 B 37,893 C 1,572 D 26,546 E 1,650 F 1,000 G 18,099 H 13,283 I 2,351 J 4,858 K 29,143 L 8,667 M 4,571 N 1,457 0 1,471 P 1,717 0 3,000 R 23,650 S 10,138 LOT # LOT SIZE (SF) IMPERVIOUS (SF) 81 5,000 3,250 82 5,000 3,250 83 5,000 3,250 84 5,000 3,250 85 5,134 3,337 86 _463 3,551 87 5,866 3,813 88 6,365 4,137 89 5,000 3,250 90 5,000 3,250 91 5,000 3,250 92 5,000 3,250 93 1 5,000 3,250 94 1 5,000 3,250 J.TkA ` � � o z 4,423 p �� N 11/zo/zos L0 T 2 0 U O F_ z� Z> I o (n g VJ c� T a _ Q z < ZZw JLj_ QP j J zp 00 C 4 CV r o N 00 U 0000 z I I Zz cl z w M Q 3: Ln Ln z_ c.) z O O Ln N N z } N Z N N DL) LLJ J GC T- 0 �Hi � �N � CITY OF RENTON `� � w �EPAFiTMENT OF PUBLIC WORKS J 2 Q 0 z APPROVED BY DATE = W LID fR 0 LO APPROVED BY DATE V� �= O (c) Jv APPROVED BY DATE b� O CO�y T APPROVED BY DATE O OVERALL SITE PLAN D 1 /20/2018 m ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: O MAINVUE WA, LLC PAGE: _D DRAWING N0: 1110112TH AVE NE, SUITE 202 (�! BELLEVUE, WA 98004 SHEET 4 OF:08 ! IRI-131912131014 LOT # LOT SIZE (SF) IMPERVIOUS (SF) 41 6,648 4,321 42 4,750 3,088 43 5,614 3,649 44 5,000 3,250 45 6,036 3,924 46 5,988 3,892 47 7,916 5,145 48 5,000 3,250 49 5,000 3,250 50 5,000 3,250 51 5,000 3,250 52 5,097 3,313 53 5,211 3,387 54 5,211 3,387 55 5,210 3,387 56 5,999 3,899 57 5,518 3,587 58 4,912 3,193 59 5,718 3,717 60 5,951 3,868 61 5,433 3,532 62 5,334 3,467 63 5,200 3,380 64 5,200 3,380 65 5,200 3,380 66 6,374 4,143 67 5,456 3,546 68 5,000 3,250 69 5,000 3,250 70 5,381 3,497 71 5,687 3,697 72 7,218 4,692 73 6.705 4,358 74 5,000 3,250 75 5,000 3,250 76 5,456 3,546 77 5,010 3,256 78 5'000 3,250 79 5,019 3,263 80 4.834 3,142 z O CD z Y J m 0 U V) 0 (V 0 a� E 0 0 In 0 I I In In 0 0 1-1 In In 0 co 6 ti J �Q1 i ;:rJ � �56 S79°29'58"E 50,Q1' , N M i 0 W �.�000���0000000000000000 y Ir a W z z U a W LL 0 L.L 0 Q Q J PROPERTY CORNER J SEE CONTINUATION Q THIS SHEET FOR 1 HORIZONTAL CONTROL 1 POINT 1. r, In In < ASBUILT PRELIMINARY PLAT - HORIZONTAL CONTROL PLAN TRACT 0 SHARED UTILITY/ � FOR ACCESS TRACT ✓ ,1471 SF \'� fJ ✓ ALL RA AT TIFFANY PARK � PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 211 TRACT C PEDESTRIAN ACCESS TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON > So \ 1572 SF � 14 6299 SF °' 15 SO& 16 s° \\� 5567 SF ��� 0=28'34'20" 0 ` r, pJ� p• leo _ ��'� -- 6551 SF 17 L 13 6'" S71°19'14"E 28.50' 6293 SF �� ti`1A 35. o �8 qsr \ ° STA: 27+74.95 TRACT D 12 18 OPEN SPACE SUp \ 5574 SF 5000 SF EX. LOT ', Pl 26546 SF q1vLINE (TYP) E R55' is 10 UE S32° 1.a ,� 529.0, 1-5 02'06 o. �° o BSBL (TYP.) / £ 1243, o. 10' PSDE �._ 5994 SF 5�. N o0 19 ` 61.8. �-• °<� , <<`� ,_ �✓ - � STA: 27+74.95 J, 56.2' / r IJ TRACT N °.a OFF: 28.50' RT 500o sF 36.456.2' -- �\�., L�ryfJ , SHARED UTILITY/ \ \ \ \ \ \ \ \ \ , Su SIDE 55.1' <� ACCESS TRACT SF CT s° \ : \ \ \ 10 0. 24 25 /' 5o.,' is.s �\ 4694 SF 28.2' \5 23 26 250. c, 22 5213 SF 5730 SIF 5213 SF 5p•0' ��- ��� 5 N`% R � ,-�� _- ao /� 21 5213 SF �I /; 5730 SF 27 500, x — — � \ 9 ls. 20 6214 SF I / / LINE LOT (TYP) 5173 SF / 28 x 1 flA R �o \ \ 6875 SF / 6490 SF -- I =_ /_ 10' UE 5006 SF 29 , x x CRITICAL AREA / o' \ ` \ WE / s o 6�`N -L 5000 SF \ 0 0.4B.5/ 23650 SF ` '� R� 53.3 a8.5 30 , x x \ 8 �' 4a 5' , LO 53 3' 5000 SF O x WETLAND A \ \ 5308 SF \� ti6`� ,- /ga I '� co 39.7' s , CO � CATEGORY 2 \ \\\/ y 5 I /� N \ / \ \ 'J J Of00 5 y is ; ,' ,'O LO o — '�R �81'�I �. 5° 0 (0 ' 7 Liui z' I ry o I /' N o N3 ES/DENTIgtSCc�FEr 50.01 7 R 2 02'06 „w 3 2 ESS n, CO l� 6085 SF �' 3 � TRACT B p\o\\ 618 SF `� WE � , �S s : - INTERSECTION � ` 94 0Ic OPEN SPACE x 6 \ \ \ `� °o R 63 / SE 18TH STREET STA: 14+94.96 ` ,co 37893 SF ,�°' \ \ og ��� �p4� , 2S' , 124TH PL SE STA: 30+00.00 x x x x x x x x °° 5 WE �'�� �Q 57 _ _ 14 x 5000 SF Q`-ti� o 5518 SF WE �g PC: 14+09.32 4 WE oo 41.6, J, \ 'T \\�g° 5000 SF WE TRACT M CRITICAL AREA o °0 50° s• cJ, V• 4571 SF �ti� `' 3 WE rn, s 4912 SF 0 88 5000 SF �'� 6365 SF ` 2 o WE ° �� 1 5000 SF °6 gyp° • goo ;/ \ WE o. � 89 5000 SF 10' UE 5000 SF � r\� � �o• -" goo !`� WE mopV o° 5000 SF WE rn. 91 WE \✓� 87 WETLAND E �° �� �\P / - 5000 SIF 5866 SF sCATEGORY 6 o� 1 'C O /1. o° 5000 SF / or / , ���/ V� Is. Fl S79°29'58"E 9.02'� m -STA: 10+00.00 S10°30'02"W 50.00' �J rig.: ✓ WE � 93 WE I c,l O� 5000 SF `, � �G O 94 WE 5000 SF , BSBL (TYP.) SIDE i S<2 �o F r,, ✓ / 59 < VERTICAL DATUM TRACT A DRAINAGE, LANDSCAPING, & UTILITIES , 60582 SF ^ r< '✓ r r„ ✓ ,<J r �J CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) 2 FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) NO. REVISED PER CITY COMMENT ASBUILT REVISION 10' PSDE HORIZONTAL CONTROL POINT NO. 1 FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R. 1857 (JUNE 2013) NOTE: SEE SHEET 6 FOR CONTROL POINT NO. 2. KEYNOTE 2.5' WALL MAINTENANCE EASEMENT WE ON EACH SIDE OF THE SHARED PROPERTY LINE. SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAWN - RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT FOUND MONUMENT IN CASE 3/8" BRASSY IN 4"X4" CONIC 0.70' BELOW GRADE @PC OF MONROE AV (JUNE 2013) N33°00' 12"W 200,90' `•� lJ ` •. ••lllJ�:lJ N38°06'44'E \ 55.36' PROPERTY CORNER IJIJ \ ; SEE CONTINUATION THIS SHEET. r— 'lJ�lVI \ SCALE: HORIZ: 1 "=50' VER: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Plonning/Building/Public Works Dept. WETLAND 'A' BUFFER TABLE BUFFER REDUCTION AREA 3,751 SF + + + + BUFFER ADDITION AREA 3,783 SF TOTAL NET GAIN IN BUFFER AREA 32 SF WETLAND 'E' BUFFER TABLE BUFFER AREA LOSS 233 SF (EX R/W BUFFER LOSS = 219 SF NEW R/W BUFFER LOSS = 14 SF) + + + + BUFFER ADDITION AREA 286 SF TOTAL NET GAIN IN BUFFER AREA 53 SF LEGEND BOUNDARY LINE EXISTING SECTION LINE RIGHT-OF-WAY EXISTING RIGHT-OF-WAY CENTERLINE EXISTING CENTERLINE LOT LINE EXISTING LOT LINE EASEMENT LINE EXISTING EASEMENT LINE BUILDING SETBACK LINE (BSBL) MONUMENT ABBREVIATIONS: O UE UTILITY EASEMENT (ALL UTILITIES PUBLIC AND PRIVATE) SIDE PUBLIC STORM DRAINAGE EASEMENT PSDE PRIVATE STORM DRAINAGE EASEMENT WILE PUBLIC WATERLINE EASEMENT SSE PUBLIC SANITARY SEWER EASEMENT PSSE PRIVATE SANITARY SEWER EASEMENT SWE SIDEWALK EASEMENT R/W RIGHT-OF-WAY BSBL BUILDING SETBACK LINE SF SQUARE FEET AC ACRE(S) PAT PRIVATE ACCESS TRACT JUD JOINT USE DRIVEWAY CITY OF RENTON EDEPAFiTMENT OF PUBLIC WORKS WAS k � r 0 J J 4 423 p �� Fs F�1 SIE�� SIONA L ECG 11/2.0/2.01 2 cD U :D z> zry 0 gN w J as Z X z w < a� J QCN r O CN N CN 00 z C,Z � 0000 —1 n Q I I w w z u7 Ln 0 Z u7 N N z — w w N 00 Z N N J w> Y U N �N ° J 2 TQ � i Z APPROVED BY DATE W fR C? APPROVED BY DATE v APPROVED BY DATEC0,0,yJ APPROVED BY DATE 7U DATE: ` PRELIMINARY PLAT - HORIZONTAL CONTROL PLAN 1 1 /20/2018 M ASBUILT — ALLURA AT TIFFANY PARK FIELDBOOK: O PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 Ill BELLEVUE, WA 98004 SHEET: ^ OF ww U IRI-131912131015 N M 0 W v rr a W n z z U a LULw 0 H a IL a rr J a z 0 CD z Y J m 0 U V) 0 0 N 0 E 0 0 a 1n 0 i N i Ln 0 0 1-1 Ln Ln 0 co 0 0 0 w Z � Lu i� ASBUILT PRELIMINARY PLAT - HORIZONTAL CONTROL PLAN FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 46 TRACT E 0 25 50 100 '`bLRL-iTIES EX. LOT , 5p.o' 1650��, LINE (TYP) 50 °. B'sB>`�'�') TRACT F 10.0' io.o' --,OPEN SPACE goo o 5 �6f30,�F ` < WETLAND D I / A=47°27'52" ' 5000 SF i 32 5p0. EAIF�GORY 2 PT: 19+06.36 , n - i ✓ r o /, o L =600000' E 18 5000 SF 33 o / s4.5 o I =497 5' o R ENTi c _ I / / o ESIp A` A C 5000 SF INTERSECTION \ / ✓ / / / / 57.0' 57.= 57 CESS o ` O5 0 �5. W 34 x SE 18TH STREET STA: 14+94.96! 10.0' S32°02'ps„ (E 5000 SF 124TH PL SE STA: 30+00.00 0 50.0 E 12�5 ?'\59' 5p°' - �' TRACT G 43. ��,_CE / So.o' 2so D p � / n�<j I 55 5p.°• ? ti 150. 5G / CRITICAL AREA ° \�',,\q' 1 EqS / 56 ,� I 54 \ 5p o N 5p0 50 BUFF PI 18099 SF 5 / 5999 SF b I � 5210 SF 5211 SF `� 52 - -\ ° l�� 35 `� s0.0. 5211 SF - ti \ x x x x 5000 SF 36 F� SUPP , co \ x / WE WE 5097 SF 51 - s°.o' `�' o \ x x x 4960 SF-- s00 481 y �'/ ��Nc WE -- WE 5000 SF s45 x x 37 WE ! ; 50 - 555 ti� ���� x x - a WE 5000 SF �� o �� o N32° 6"W x 5976 SF 38 G °2'° 2 `� TRACT H . l A` _I-gT.B - 4� - 5000 SF 48 �. �; s• �4.09, A 5o"0, 5111 SF 39 OPEN SPACE O 10' PSI7E 5000 SF / 18.3, '85' 0 6617 SF 13283 SF 5�� v P'C� ♦ -- I �� WE 47 3 ��� 35.5' o STA: 25+ 13.38 ti 1 60 61 �s5.0� WE 7916 SF 5p.o' U �s EX. LOT 245 3 Q GO ♦°� 1 5433 SF 6 a� ^ \ a, s.8' 28.3' LINE 59 II 5951 SF 1 5334 SF 1i:0� °°� WE - - ' r , o ^ 64 3 9�,0 0 39.0' 4 3' (TYP ♦43 - \ / �s 5718 SF-- -_� � 63 2�'/ 0 5614 SF 42 val 0 20.2' 3 . 5200 SF 0p N 47.9' .4 /llJyyJ�555 -I 56.0' 6,.9 mob• 64 - WE 4750 SF ; 41 INTERSECTION d'` 33•�\ -- ' 5200 SF °3� - 6648 SF '�; STA: 25+13.38 124TH PL SE STA: 32+33.00 rn. 362, I A=39°17'07" `? ?9s' '-� �' - N 65 WE OFF: 28.50' RT ROAD A STA: 20+00.00 S tL I R=367.00' N N 65.E 5200 SF �`+ ♦ °0 �� �N PC: 20+00.00o L=251.64' oo PT- 22+51.64 �� � VV ♦ v' I ti RO^ ss.o 6374 SF oo. I �,RES�pE qD ^ \- "' ; ' 44 3 ?5 8' \4. ♦/ o NTIq� ACCESS s5 ° \ \ - 5000 SIF s.3 40 1 ss.2' ♦ ec �2k58 -- ' '8 CESS N3 53 �� PT: 26 .97 s 5353 SF 86 A=26°37'52" n 3 � 4• � o � 5463 SF R25' 1 5\ to 0 2 02 Og W 2, 44 a 26 0 � - �, - R=1472.69 s PT: 32+82.15 \ - 500, / 7.94' PC: 25+29.57 �� 0 TRACT J L=684.51' `so 72 1 71 70 \ C c3`. 1p OPEN SPACE o• �7°38'32" 5687 SF s°•0 �,, ^� 45 4858 SF R=180.00' 7218 SF \ 5381 SF 69 -" - "C 6036 SF 85 L=24.01: o° \ WE WE 5000 SF , 68 x • \ l � 1oy� ���q - ' WE s 5134 SF \� WE \ -- WE 5000 SF x o4� . 2 \ .. ///��� . ? o \ 67 P A=90°00'00" 5' o• \ /.- /p �• • -- 6 \/ 84 6- 5 106 PSDE 6G S0, L=86.39' -m ` 5 46SF sA F�5000 S'F / 10 PSDE -� 73 5 -" �< 45. l0 32 WETLAND C go 83 �� \ 6705 SF n^ ✓ \� 6 s \ 5000 SF ti o % •s. `�o �S 76 o74 5456 SF - y \ 5000 SF s 82 S 5000 SF s 9�,�,,AA s ,� s°0,��, ♦ . 75 3 WETLAND 35 �. CATEGORY 2 � x x 6U FS, � CATEGORY 3 TRACT Q �� ,�°ti h6 SHARED UTILITY/ ACCESS TRACT x TRACT K �6 3000 SF CRITICALAREA SF A ��16 x x 4\ ,23 w` ♦ BSBL (TYP.) 81 �� \ 500o SF TRACT Sw` ♦ TRACT A 5000 SF o0 2� \ , ^ . OPEN SPACE DRAINAGE, �0 s°o, o so �\ / 10138 SF P'C LANDSCAPING, & UTILITIES •0. r' \ 37, 80 EDGE OF WILE 4834 SF 70 W ?69 106 / ,sue �8 ti S3S. ti,. TRACT L OPEN SPACE / LANSCAPING 8667 SF STA: 00. / / / / / / / / / / 77 - 0 5010 SF 50(0 -SF WE WE \ 79 5019 SF 3.31 Oo L \ \\ / 2.5' 0 VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK / / FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC / INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 120' TEMPORARY CONSTRUCTION EASEMENT 105' SLOPE EASEMENT GQ �V G GO� 5� SAFE PEDESTRIAN CROSSING FOR THE SEATTLE WATERLINE PEDESTRIAN TRAIL ACROSS 124TH PL SE SHALL BE PROVIDED. REFER TO SHEET / 26 FOR SPECIFIC DETAILS. / / 53' EASEMENT FOR INGRESS AND EGRESS, PUBLIC ROADWAY AND RELATED DRAINAGE PER REC# 20160201000402 �G 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 500 'C ♦ �S7 e \ r, �O �O. SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAWN - RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT HORIZONTAL CONTROL POINT NO. 2 BENCHMARK: FOUND MONUMENT IN CASE 3/8" BRASSY IN CONIC 0.50' BELOW GRADE INTX SE158TH ST & 124TH AV SE (JUNE 2013) NOTE: SEE SHEET 5 FOR CONTROL POINT NO. 1. SCALE: HORIZ: 1 "=50' VER: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY j TRACT I OPEN SPACE 2351 SF N57°57'54"E 28.50' KEYNOTE 2.5' WALL MAINTENANCE EASEMENT WE ON EACH SIDE OF THE SHARED PROPERTY LINE. VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Plonning/Building/Public Works Dept. TRACT P SHARED UTILITY/ ACCESS TRACT 1717 SF WETLAND 'B/C' BUFFER TABLE BUFFER REDUCTION AREA 2,648 SF BUFFER ADDITION AREA 2,659 SF TOTAL NET GAIN IN BUFFER AREA 11 SF WETLAND 'D' BUFFER TABLE --------= BUFFER REDUCTION AREA 1,766 SF ++++ BUFFER ADDITION AREA 2,589 SF TOTAL NET GAIN IN BUFFER AREA 823 SF WAS k � o Z ,• z 423 p �� FS F6'/STE_ \�4 S74A L ECG 11/2.0/201 2 cDui U � z_> Z � 0 gN w J as Z X Z CN L Uzia� J Q PO CD CN CN00 CN Z C,Z � 0000 w � Q I I w w Z 3: L() Lf) 0 Z Ln N �-..-. N Z - w w CNZ 00 Ld N CNJ W N J S Q ♦ Z APPROVED BY DATE i. W fR c� APPROVED BY DATE v APPROVED BY DATE b� ° CO�yJ APPROVED BY DATE z DATE: PRELIMINARY PLAT - HORIZONTAL CONTROL PLAN FIELDBOOK: m ASBUILT ALLURA AT TIFFANY PARK O PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 0 BELLEVUE, WA 98004 SHEET: 6 oF:68 R�3 II-1319C CITY OF RENTON EDEPAFiTMENT OF PUBLIC WORKS Y rr Q W n z z u Q w 0 H Q Q rr J Q I I I I X z 0 CD z Y J m 6 0 U n N 0 N 0 E 0 0 U) 0 I I Ln Ln 0 L0 i 0 Ln Ln 0 i V3 0 0 O Z w ASBUILT TESC PLAN SPECIAL NOTE: FOR NO SITE DRAINAGE SHALL RUNOFF ONTO ADJACENT PROPERTIES. SILT FENCE REQUIRED ON ALL DOWNSLOPES. ALLU RA AT TIFFANY PARK O / s�� TRACT C % PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 219 NOTE: TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON ALL EX ONSITE UTILITIES, STORM, WATER AND SEWER TO BE REMOVED N `CLEARING LIMITS INSTALL NGPE FENCE UNLESS OTHERWISE NOTED. 0 25 50 100 , 14 S AS SHOWN PER DETAIL ::: mamomi �� `�; ALONG NGPE FENCE. \ SHEET 9. TREE PROTECTION i ..... FENCING. SEE SHEETS <♦ 15.E / 64-68 FOR DETAILS ,� �♦ i 16 , CLEARING LIMITS c... \ ALONG SILT FENCE. � - \ 17 l , INSTALL BRIGHT ORANGE SILT FENCE AS SHOWN PER .�/ ` 13 ♦ s% i, pp_\\.. \ DETAIL SHEET 9. �. / ♦``\� - `� :. r I / 12 `�♦` INSTALL V-DITC�i \, .-- ♦♦ ... ° CLEARING LIMITS ' f8 ;ALONG NGPE FENCE.,INSTA_ L NGPE W/ROCK CHECK DAMS \ � ' ' �: .�\ � \ / ♦ PER DETAIL SHEET 9. A \ NCE ° `\ (TYP.) �� -.-� '" ' ° ° SAS SHOWN PER EDETAIL-_, \I \z .1 SHEET 9. ° ......... \ ^�A .............. 24 ` 22 23 25 26 k 27 ii�ACT'R- -Nll NJ 4.1 CO sr SE 18TH STREET W Q TREE PROTECTION CLEARING LIMITS I �.�i - �'' V' \ ' i ♦ _ - - - _ / ALONG TREE \ ✓,•ii ..... ��-�..q3a ': ` : - ♦� -�_ ` c FENCING. SEE SHEETS '•: � ��' 1% MIN .•• i i / ;' 64-68 FOR DETAILSiA B PROTECTION FENCE. �i / 12" DI .'CO � - W O `6 , ¢�sr..... °N.-4. - • .0 5 438 "". INSTALL V-DITCH \� / 7. F8 _ - i ♦ �, °.. i, > ...... � � ► W/ROCK CHECK DAMS � i� f.�i i �� ` PER DETAIL SHEET 9. a•.0 % ....... �i .i.. 408. ^�'.... .. g. \ �' ��� 12" DI C� 1% MINA 4� ��. 10, I CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE PROTECTION. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'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 BMPS REMOVED IF APPROPRIATE. NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. 4' f A tEROSION CONTROL NOTES '........ p 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED . 402... - �• \ `,'� , \ \ 9 c WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: FOR TWO DAYS DURING THE WET SEASON OCTOBER 1ST THROUGH MARCH 30TH OR SEVEN DAYS ( ) DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING 12" D.I 0 17.\ IN `�Psr \♦ o ' ... ; MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). ""'422'•.. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED 9 APPLY ° ♦�O . CONSTRUCTION SITES OCLEARINGOBIEOTWEENN OCTOBER SEDIMENT 30 QNCLUSIVE S UNLESS OTHERWISE RWISE ....... , ° \ !'�t $ `�` ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO \ �` ''•••g2o.,......• • , `i` '��� CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS \ ... 91.. 87 .... �G ` \ ♦ ,�� �P` OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER ��� THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE . v 1...;. \ • 1' • \ �♦„� .� APPLICANT ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. DESIGN MANUAL. IG N �� �� ...�`$ 15� Q� / 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED '408.• 92. \ ` ` G 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION ♦ �;... \ ♦` `` , WITHIN SEVEN (7) DAYS. �, i , \ .� ` , O� AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS TRACT M I J 9 CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A s>� o ... �•. �.,�` PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. O TESC POND 1 DURATION OF THE PROJECT. � �� ;��.. � ` �,� • �` ` � `� 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A ,' ` ��.., ' ` �•���°�� ` SURFACE AREA AT TOP POND = 4,400 SF 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. WETLAND / , �: 94 \ ., ♦ THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM �y >`.. �` ` `� �; `�` SURFACE AREA AT BOTTOM = 1,380 SF OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SYSTEM. Q ` ` ` TOP OF POND = 405.50 SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND '®� z /- ♦ y, �Q `� ♦ `` ♦ MAX WATER SURFACE = 404.50 SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL EMERGENCY . ` �� `� BOTTOM OF POND = 400.50 CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE OVERFLOW PATH. ` �� ` ♦ IE OF RISER = 401.00 THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION COVERED BY MULCH, SODDING OR PLASTIC COVERING. • INSTALL TEMPORARY ` - - - -' ♦ ` ♦` �p ` `♦; �;�,, ORIFICE DIAMETER = 2.60" CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. CATCH BASIN 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE ` PROTECTION PER DETAIL '� ` �' ♦ 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE �.: . ��....; ": 4 ` `�..� �` ♦ �� BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION ON SHEET 9. `�.� ` ♦` ` �` `� �` AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE TEMPORARY CB 12" SD Q 1 % MIN `s' ` �� ` `� ♦ EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. z , �.. �.. ` SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE RIM = 397.39 DRIVEWAY AND SHEDS �.......... `� `,� �; ♦; �.` THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED IE = 394.39 (E) TO BE DEMOLISHED .. ' "• ` `� BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED IE = 394.39 SW UNDER SEPARATE PERMIT. `� •.., , > REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH ( ) �Lt,,. SD @ 1% MIN ................ �` 4.. ♦` ` .� �` RECEIVING IVI DRAINAGE SYSTEM. HOSE AREAS TO REMAIN UNCOVERED SHALL BE D N GE S S EM MAP OF THOSE AREAS TO BE SEEDED AND T EXISTING FENCE / ♦ ` ��.� �� SUBMITTED TO THE CITY OF RENTON FOR REVIEW. LEGEND: PROPOSED SILT FENCE 0 PROPOSED ORANGE SAFETY FENCE PROPOSED CLEARING LIMITS PROPOSED TEMPORARY DITCHES W/ CHECK DAMS PROPOSED TEMPORARY STORM PIPE PROPOSED CONSTRUCTION ENTRANCE PROPOSED CONTOURS - - -330- - - - PROPOSED KEYSTONE WALL iDC= EXISTING TREE TO REMAIN 0 EXISTING MAJOR CONTOUR 330• • • • • • EXISTING MINOR CONTOUR 332 /TMAC T A 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE TO BE DEMOLISHED P'�:: ROPOSED PERM BLE'•..::::::\.\ \ it AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, UNDER A SEPARATE PERMIT. BARRIER LOCATIONS �♦ `, OR RETENTION FACILITIES. TEMPORARY CB RIM = 401.49 / ......... ��`....... 1, IE = 399.98 (E) ` IE = 399.98 (NW) CLEARING LIMITS , ALONG SILT FENCE. , EXISTING WALL INSTALL BRIGHT ORANGE / TO BE DEMOLISHED SILT FENCE AS SHOWN PER UNDER A SEPARATE PERMIT. DETAIL SHEET 9. VERTICAL DATUM EXISTING FENCE TO BE DEMOLISHED CITY OF RENTON, NAVD 88 UNDER A SEPARATE PERMIT. BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) 2 FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) NO. BJT BJT APPR SURVEYED - BCE DESIGNED: BJT REVISED PER CITY COMMENT BK 1/20/1 DRAWN: RAG ASBUILT BK 11/2/18 CHECKED: RAG REVISION BY DATE APPROVED: BJT SCALE: 50 7 1++=' VERTICAL: NAVD 1983 HQRIZ: R HORIZONTAL: NAD 1983/1991 :1 _ Cl T Y OF VER: N/A ML RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON E�)EPAFiTMENT OF PUBLIC WORKS APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE y TALk 41423 �NAL1�������, 3-1-/2-0/2-01- 2 (n LLJ (.5 U F z> 0 N QLd J G_ J W X Z Z W N w J Z Q r) N O N N 00 U Z Z 00 N CO r- 00 j Z Z � I Q I w w Z Ln Ln Z Ln C4 C4 w } w N 00 Z N LLJ "t N "t J Y U N J 2 Q � z w `Z V � ._ b %A J�" APPROVED BY DATE O DATE: TESC PLAN 11 /20/2018 m ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: O PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 Ill BELLEVUE, WA 98004 SHEET: 7 OF: Aw U IRI-1319121310 7 N 0� co 0 W I- v rr Q w n z z u Q w 0 H w � Q Q oC J Q I I I I X z 0 CD z Y m 6 0 U 11) N 0 E 0 0 a 1n 0 I N N I Ln 0 i 0 Ln Ln 0 i 0 0 0 0 w j zm LU N ASBUILT TESC PLAN FOR ALL UIM AT TIFFANY PARK hV PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON TRACT E 0 25 50 100� ..• .. rommm 4' ACT �,... . TR F WETLAND D TREE 444 ' ON 31 CATEGORY 2 FENCING. OSEE TISHEETS 44 _ . , ��'/� _ ^' 64-68 FOR DETAILS at I;VSTALL V-DITCH Air�CLEARING LIMITS 3 ALONG NGPE FENCE. • I: W/ROCK CHECK DAMS \� 4. ` ��� PER DETAIL SHEET 10.4 ` 33 34 �: �� INSTALL NGPE FENCE / r (TYP.)` AS SHOWN PER DETAIL / 4�, ` " SHEET 9. �••' .�_ '/�,,,``\ \\ � Ada• ... � � /•.• C// • T G 4,Zg EN SPACE / 56 55 '~''� T' - 4 �' 54 - S � �5 53 _\� �` + �- 52 - 36 .. - �� 37. ....... ........ 50:: 38. ° -� 4� 3 �( / / 12,,..DI..�. 17. MIN `� �,�? / N� ``O ... 48.. 4 �N ... .. '. _-- 5 N� I 60 .�.../.. 4 - , GO 61 " 622 TRCT M F, 59. 8 = . 1 I 1 / . 2 D C� % MIN' • CLEARING LIMITS / y �` -� _ _ _ , - , ALONG TREE �., / . - 64 \ 42 . •• .��=' � � `.. ��� i • ... • •.... .....� � . • � / ► i •. i / PROTECTION FENCE. 4 4 •' .... ' / . .. 65 ► �.'' INSTALL V-DITCH \\ / / �♦ .1�� ��' TREE PROTECTION W ROCK CHECK DAMS., 42� / 20 ► TRACT I FENCING. SEE SHEETS PER DETAIL SHEET 1 �' � ► 1 ` �,, 64-68 FOR DETAILS lTYP,.). k 4 ......... . • '' / ► ...../...�,,. . 8.. ........ 40 8.6 - • i , ©. RSA 4 \ .......... ...... 71 70 0 ,.; ; \ ; ;;� �� �' .. \� . i 12" DI @...'I%•"MIN \ \ ♦ .... \ / ... \ \ : 72 69FILTER FABRIC FENCE INSTALLATION NOTES: ~� 45 %85 ;. ; A \ \: \ ♦♦ �� PROPOS D PERMEABLE i 6 �!: ; 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS \� �;\ �\ `♦;..: BARRIE / LOCATION. �> ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF \ 12" DI Ca➢ 1% MIN 4�Q� ` ♦ / / . �'�%''� �� JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE ...... ,. 46 �.... \ \\ `\ �! �,' ; � � 1 .. - •- • P ° ' ��, y �. � .. � ��� ''•.,Q� SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE TESC POND 2 _ POST SURFACE AREA AT TOP POND = 2,400 SF ' 41�' ..'. /:' \`\ WETLAND C 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE SURFACE AREA AT BOTTOM = 315 SF �� . % :X \ \ CATEGORY 2� .• . \ \ _�:......:.. CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE TOP OF POND = 41 1.10 ���^ �' ''' \ .. 7`6 \`\ / ��ND B ' SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY MAX WATER SURFACE = 410.10 �i \ \\ BOTTOM OF POND = 406.10 �' ��'.�__ '�` k�o 74 \\ \`\ Iy.. CATEGORY 3 ( ) IE OF RISER = 406.604_1� � 4��1 � � � J �,, ,, ��. LOWER PAD OF LOT INTO THE GROUND MINIMUM OF 30 INCHES �✓ 46 CANNOT BE ROUTED �' \ \ \ CLEARIN�- �-�I ITS / TO SEDIMENT POND. SILT 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND ORIFICE DIAMETER = 1.83" �� �� �.\ \: , 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST 3, TA( ALONG �TREI �A FENCE WILL PREVENT WETLAND y k PROTECTION PENCE: TR CONTAMINATION. TO ALLOW THE FILTER FABRIC TO BE BURIED ,AACT K 414_i. \ 7�\\ :__�\ 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE CLEARING LIMITS MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE z Z ' .o •: �'.' f. •y°� % /��'• ALONG SILT FENCE. UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES 81 TRACT TREE PROTECTION INSTALL BRIGHT ORANGE AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE 41423 I, ' EN F DETAILS SILT A L SHEET g OWN PER AL S . . •... �• S MORE THAN 36 INCHES ABOVE THE ORIGIN � � � , \♦�. SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND FENCING SEE SHEETS SILT FENCE AS SHOWN P - \ `� 6 68 OR DE L DETAIL H r SHALL NOT EXTEND IFS F� 6�'S T �\ GROUND SURFACE 10NA L 12'.' DI 0 1 % MIN CY �a EMERGEN /ZD/21 0 41�, ♦_ _ i OVERFLOW ��b 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR 11 \ \ EROSION CONTROL WET SEASON' NOTES WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE 9. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE '' •.. `� 78 EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND %� IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. cn CLEARING LIMITS I "o� ► MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. . w \ i. �' 1. ANY SITE WITH EXPOSED SOILS DURING THE WET SEASON (OCTOBER ALONG TREE ` ""� �' 10. PROPERLY FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES z r: / \ , 1 TO APRIL 30) SHALL BE SUBJECT TO THE SPECIAL PROVISIONS Z PROTECTION FENCE. ��. ✓ `: \ ._ , \�4 ♦ r BELOW. THESE SPECIAL PROVISIONS ARE REQUIRED IN ADDITION L 6 O z N ALLrA DISTURBIED FAREAS IOFMATHETSI E• ALONG METEROWPROTECTIONF ARE USE THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED N G �� = `� .. .....q./.. TO THE STANDARD ESC COVER MEASURES. THESE PROVISIONS E DRA _ J WHEN STRENGTH FILTER FABRIC AND CLOSE POST SPACING . ♦ �O 79 CLEARING LIMITS INCLUDE COVERING ANY NEWLY SEEDED AREAS WITH MULCH AND FILTERS RUNOFF AND REDUCES THE AMOUNT OF SEDIMENT THAT MAY a ......� ` �. 4�4' SILT FENCE E IT N IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED w TREE PROTECTION / ° i ALONG IDENTIFYING AND SEEDING AS MUCH DISTURBED AREA AS POSSIBLE LAVE T E SITE. x o z FENCING. SEE SHEETS ° �......... TEMPORARY CBS ALL OTHER PROVISIONS OF J H IT DIRECTLY TO THE POSTS WITH 64-68 FOR DETAILS �� _:, RIM = 409.01 THE WET SEASON• MBER 23 IN ORDER TO PROVIDE GRASS COVER FOR 11. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE STANDARD NOTE 5 APPLYING > N z PRIOR TO SEPTE TL �'�o IE = 405.99 (NE) DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. Q o N 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM z - IE = 405.99 (S) 2. THE ALLOWED TIME THAT A DISTURBED AREA CAN REMAIN UNWORKED p 00 N - > INSTALL BRIGHT ORANGE ¢0 12. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR DIAMETER WASHED GRAVEL Z cfl aI w z SILT FENCE AS SHOWN PER WITHOUT COVER MEASURES IS REDUCED TO TWO (2) DAYS, RATHER I I wuj / . \ INSTALL NGPE FENCE CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. N DETAIL SHEET 9. TREE PROTECTION \ 4� ► / THAN SEVEN (7) DAYS. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE Q Ln L z Z \ �.. Q /- AS SHOWN PER DETAIL � � � � FENCING. SEE SHEETS SHEET 9. 13. ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED THROUGH SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE N N z Z 64-68 FOR DETAILS \` \ / 3. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE AREA HAS BEEN PERMANENTLY STABILIZED Ln ^ ^ �'-' w \ 4 ` `. CONTRACTOR TO CONSTRUCTION OF A SEDIMENT TRAP WHEN THERE IS SUFFICIENT u7 u7 \ j� / PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. N Z > PROVIDE STEEL PLATES SPACE OR BY RELEASING THE WATER TO A WELL -VEGETATED GENTLY N N �O CEDAR RIVER / -� / ACROSS EXISTING SLOPING AREA. SINCE PUMPS ARE USED FOR DEWATERING SIT MAY 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER Y �� N \ 4. COVER MATERIALS (PLASTIC, MATTING, ETC.) SUFFICIENT TO EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED PIPELINE R/W t y ' ` WATERMAINS DURING BE POSSIBLE TO PUMP THE SEDIMENT -LADEN WATER WELL AWAY FROM ` \ COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY LEGEND Vte�* ♦� � /� � CONSTRUCTION. THE SURFACE WATER SO THAT VEGETATION CAN BE MORE ��� �EFFECTIVELY UTILIZED FOR TREATMENT. A STRAW BALE FILTER 0 '� EX 26' DRIVEWAY / F. DAYLIGHT TESC POND 2 5. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON �� / ♦ _ SHALL BE PLACED AROUND THE DISCHARGE FROM THE DEWATERING vv s PROPOSED SILT FENCE �� GO ��� s� / y� _ 4 OUTLET TO 124TH PL SE SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET PUMP. IF THERE IS NOT SPACE FOR A SEDIMENT TRAP OR 25 FEET CITY OF RENTON .. GUTTER FLOWLINE. SEASON. ` PROPOSED ORANGE G� �``� °A %' ' \ �� OF SUITABLE VEGETATION, OTHER FILTRATION METHODS SHALL BE pEPAFiTMENT OF PUBLIC WORKS J 2 SAFETY FENCE V �♦ g:� ` -'�� EX 26' DRIVEWAY REQUIRED. ♦ �� a , �' 6. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. PROPOSED CLEARING LIMITS k1l♦Ma,;.....3�°. !' 14. THE FREQUENCY OF MAINTENANCE REVIEW SHOULD BE INCREASED APPROVED BY DATE w a •' INSTALL CONSTRUCTION ` V ( ) FROM WEEKLY TO DAILY WHERE WARRANTED. PROPOSED TEMPORARY ♦ �M - ' ,' _ ♦ 7. FIFTY LINEAR FEET OF SILT FENCE AND THE NECESSARY STAKES c� 0 OSEDI ,r<�.- ENTRANCE PER DETAIL ON PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. _ s ♦��� APPROVED BY DATE A`' DITCHES W/ CHECK DAMS •..'�`��.. ease... --` • SHEET 9. PROPOSED TEMPORARY "a moo..°a ♦ ��� 8. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE APPROVED BY DATE b► 5J STORM PIPE ° REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY a 0 CON PROPOSED CONSTRUCTION 'a '"✓t\`O� COARSE -GRAINED SOIL. APPROVED BY DATE ENTRANCE"`;a/ / `�96 a` "'. -i 'a ` SURVEYED: SCALE 7 DATE: / �♦ BCE HORIZ: 1 "=50' HORIZON ALL NAD D1983/1991 TESC PLAN 11 /20/2018 pa C PROPOSED CONTOURS - - -330- �= �'~' .- INSTALL TEMPORARY ,♦ DESIGNED: �� CITY OF ASBUILT - ALLURA AT TIFFANY PARK CATCH BASIN ♦ VER: N/A FIELDBOOK: .' o BJT PROPOSED KEYSTONE WALL 92 ." PROTECTION PER DETAIL ♦RENTONPAGE: "�- ON SHEET 9. AGO 2 REVISED PER CITY COMMENT BK 1 20 1 BJT DRAWN MAINVUE WA LLC EXISTING TREE TO REMAIN zj RAG oNE INCH DRAWING N0: a=� ��/ 1 ASBUILT BK 11 2 18 BJT CHECKED: DATUM ��. I AT FULL SCALE Plonning/Building/Public Works Deft. 1110112TH AVE NE SUITE 202 • EXISTING MAJOR CONTOUR' • • • •.330• • • • • • % S RAG IF NOT ONE INCH R 7 EXISTING MINOR CONTOUR ... N0. REVISION BY DATE APPR APPROVED: BELLEVUE WA 98004 SHEET: w OF :6� 3�2 BJT SCALE ACCORDINGLY ' VSt M W IRI-1319121310F8 N 0) CM I 0 W I- n w z z u Q LLJO LL 0 H O w Q Q J J i -LW- Cu C i) cm m G� 4� EP aau 00 (30 v31 -cu am) II -00 van cu Li LcLn C�D /i utn czD CID Q� ILL: CITY OF RENTON EROSION AND SEDIMENT CONTROL NOTES 1. CLEARING LIMITS: A. PRIOR TO ANY SITE CLEARING OR GRADING, AREAS TO REMAIN UNDISTURBED DURING PROJECT CONSTRUCTION SHALL BE DELINEATED. AT A MINIMUM, CLEARING LIMIT DELINEATION FLAGGING SHALL BE PROVIDED AT THE EDGES OF ALL SENSITIVE AREA BUFFERS. 2. KEEP THE GROUND COVERED - A. MINIMIZE THE AMOUNT OF EXISTING VEGETATION THAT YOU MUST DISTURB FOR CONSTRUCTION. KEEP OFF SENSITIVE AREAS AND THEIR BUFFERS. B. ALL DISTURBED AREAS SHALL BE COVERED AND/OR MULCHED WITHIN 12 HOURS, IF THEY ARE TO REMAIN UNWORKED FOR MORE THAN 7 DAYS FROM MAY 1ST TO SEPTEMBER 30TH. DURING THE MONTHS OF OCTOBER 1ST THROUGH APRIL 30TH, DISTURBED AREAS MUST BE COVERED OR MULCHED IF LEFT UNWORKED WITHIN 2 DAYS C. ACCEPTED MULCH MATERIAL INCLUDES STRAW, WOOD FIBER AND CELLULOSE. D. AREAS NOT BEING WORKED FOR 30 DAYS OR MORE SHALL BE VEGETATED, UNLESS THE CITY DETERMINES THAT WINTER WEATHER MAKES VEGETATION ESTABLISHMENT INFEASIBLE. IF THIS IS THE CASE, IT MUST STILL BE MORE PERMANENTLY STABILIZED, USING METHODS SUCH AS BONDED FIBER MATRIX OR OTHER MORE STABLE BMP'S. E. SLOPES AND STOCKPILES 3H:1V OR STEEPER AND MORE THAN 10 FEET OF VERTICAL RELIEF SHALL BE COVERED IF THEY ARE UNWORKED FOR MORE THAN 12 HOURS. F. ALL AREAS NOT BEING WORKED PRIOR TO OCTOBER 1, AND ARE BEING SEEDED, SHALL BE SEEDED BY SEPTEMBER 23. MULCHING IS REQUIRED TO PROTECT ALL SEEDED AREAS UNTIL AN ADEQUATE GROWTH IS ESTABLISHED. G. AREAS THAT ARE BEING HYDRO SEEDED SHALL HAVE A TACKIFIER MIXED INTO THE HYDRO SEED TO HELP STABILIZE MIXTURE ONTO THE SOIL. H. ENOUGH COVER MATERIAL TO SUFFICIENTLY PROTECT ALL DISTURBED AREAS SHALL BE STOCKPILED ON THE SITE AT THE BEGINNING OF THE WET SEASON. 3. DUST CONTROL: A. DUST IS TO BE CONTROLLED ON THE CONSTRUCTION SITE. B. WATER TRUCK WILL BE USED TO CONTROL DUST ON DIRT/GRADED AREAS ONLY. C. NO SITE RUN OFF IS TO BE GENERATED BY OVER USE OF WATERING. D. CONTROLLING DUST ON PAVED ROADWAYS WILL BE DONE BY THE USE OF A SWEEPER WITH WATER -JET SPRAYERS. NO RUN OFF FROM SPRAYERS SHALL REACH THE CATCH BASINS. 4. PERIMETER PROTECTION: A. PERIMETER PROTECTION TO FILTER SEDIMENT FOR SHEETWASH SHALL BE LOCATED DOWNSLOPE OF ALL DISTURBED AREAS AND PROPERLY INSTALLED PRIOR TO UPSLOPE GRADING. B. 50 LINEAR FEET OF SILT FENCE PER ACRE AND THE NECESSARY STAKES TO HOLD THE FENCE IN PLACE SHALL BE STORED ON SITE. (CONTINUED) EROSION AND SEDIMENT CONTROL NOTES 5. TRAFFIC AREA STABILIZATION: A. UNSURFACED DRIVEWAY ENTRANCES, ACCESS ROADS AND PARKING AREAS USED BY CONSTRUCTION TRAFFIC WILL BE STABILIZED TO MINIMIZE EROSION AND PREVENT TRACKING MUD. B. STABILIZED CONSTRUCTION ENTRANCES WILL BE INSTALLED AS THE FIRST STEP OF CLEARING AND GRADING. C. CONSTRUCTION ENTRANCES WILL BE SET UP SO THAT ALL TRAFFIC LEAVING A JOB SITE IS REQUIRED TO TRAVEL THE ENTIRE LENGTH OF ENTRANCE. D. ROADS AND PARKING AREAS WILL BE STABILIZED IMMEDIATELY AFTER THE INITIAL GRADING. E. CONSTRUCTION ENTRANCES WILL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. F. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT WILL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. G. IF NON-VACTOR TYPE SWEEPERS ARE USED, THE DEPOSITION OF THESE SWEEPERS MUST BE REMOVED FROM SIDEWALKS AND GUTTERS. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. H. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING STREETS. 6. SEDIMENT RETENTION: A. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFF -SITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. B. SEDIMENT RETENTION FACILITIES WILL BE INSTALLED BEFORE GRADING. C. IF SEDIMENT RETENTION FACILITIES NEED TO BE REMOVED FOR GRADING, ADDITIONAL PONDS/TRAPS/SYSTEMS TO ACCOMMODATE STORAGE CAPACITY NEED TO BE INSTALLED ON SITE. THIS WILL BE DONE PRIOR TO REMOVAL OF EXISTING FACILITY. 7. SURFACE WATER CONTROL: A. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF -SITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 8. SENSITIVE AREA RESTRICTIONS: A. PHASING AND MORE CONSERVATIVE BEST MANAGEMENT PRACTICES (BMP'S) MUST BE EVALUATED FOR CONSTRUCTION ACTIVITIES NEAR SURFACE WATERS.. 9. MAINTENANCE REQUIREMENTS: A. LARGE PROJECTS WITHIN SENSITIVE AREAS MAY BE REQUIRED BY THE CITY TO HAVE A DESIGNATED ESC SUPERVISOR WHO WILL BE RESPONSIBLE FOR ESC REVIEW, MAINTENANCE AND COMPLIANCE. B. ESC WILL BE INSPECTED A MINIMUM OF ONCE A WEEK DURING THE WET SEASON AND WITHIN 24 HOURS OF SIGNIFICANT STORMS (.5 INCHES/24 HOUR, OR WHERE RUN-OFF IS GENERATED). C. THE ESC SUPERVISOR MUST BE AVAILABLE, 24 HOURS, FOR RAPID RESPONSE TO ESC PROBLEMS AND EMERGENCIES. D. A 24-HOUR PHONE NUMBER FOR THE ESC SUPERVISOR WILL BE POSTED IN A CLEARLY VISIBLE LOCATION ON THE PROJECT SITE. ASBUILT TES[ NOTES AND DETAILS FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 10. FINAL STABILIZATION: PRIOR TO FINAL CONSTRUCTION APPROVAL, THE FOLLOWING CONDITIONS MUST BE MET: A. ALL DISTURBED AREAS OF THE SITE WILL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED; B. STRUCTURAL MEASURES SUCH AS SILT FENCE, SLOPE DRAINS, ETC. WILL BE REMOVED FROM SITE; C. ALL PERMANENT SURFACE WATER FACILITIES INCLUDING CATCH BASINS, PIPES, ETC. WILL BE CLEANED; D. ANY OFF -SITE CATCH BASINS THAT REQUIRED PROTECTION WILL ALSO BE CLEANED; AND E. IF ONLY THE INFRASTRUCTURE OF THE SITE HAS BEEN DEVELOPED SUCH AS SHORT PLATS AND SUBDIVISIONS, WITH BUILDING CONSTRUCTION TO OCCUR UNDER A DIFFERENT PERMIT, THEN THE SENSITIVE AREA BUFFERS, TRACTS, AND SETBACKS WILL BE CLEARLY MARKED. CITY OF RENTON, DEVELOPMENT SERVICES STAFF IS AVAILABLE TO ANSWER ANY QUESTIONS YOU MAY HAVE ABOUT EROSION AND SEDIMENT CONTROL AND WET SEASON STABILIZATION MEASURES FOR PERMITTED ACTIVITIES IN THE CITY OF RENTON. PLEASE CALL 425-430-7300. TEMPORARY EROSION CONTROL SEED MIX MATERIAL % WEIGHT % PURITY % GERMINATION CHEWINGS OR RED FESCUE 40 98 90 FESTUCA RUBRA VAR. COMMUTATA OR FESTUCA RUBRA ANNUAL OR PERENNIAL RYE 40 98 90 LOLIUM MULTIFLORUM OR LOLIUM PERENNE REDTOP OR COLONIAL BENTGRASS 10 92 85 AGROSTIS ALBA OR AGROSTIS TENUIS WHITE DUTCH CLOVER 10 98 90 TRIFOLIUM REPENS BEST MANAGEMENT PRACTICES (BMP) ALTERNATIVES MULCH MATEFpAL OUALIIY APPLICATION APPLICATION DEPTH OF $ STANDARDS /VW SF /ACM APPLICATION GRAVEL, SLAG, OR WASHED, 3/4"-1-1/2' 9 CU YDS 3 INCHES FOR SHORT SLOPES AND AROUND WOODY PLANTS & ORNAMENTALS CRUSHED STONE SIZE USE WHERE SUBJECT TO FOOT TRAFIC. APPDX. 2000 LBS/CU YD. AIR DRIED, FREE FROM 75- I OOLBS OR 1-1/2 TO 2-1/2 MINIMUM OF 2 IN USE WHERE THE MULCHING EFFECT IS TO BE MAINTAINED FOR LESS HAY OR STRAW UNWANTED SEEDS & 2-3 BALES TONS OR 90-120 DEPTH, GREATER ON THAN 3 MONTHS. ANCHOR BY CRIMPING, COVERING WITH NETTING COARSE MATERIAL BALES STEEP AREAS OR NEAR SPRAYING WITH TACKIFIER AND/OR KEPT MOIST. PROTECTED AREAS) PLASTIC SHEETING MINIMUM 6-MIL ANCHOR WITH SANDBAGS OR TIRES ON 10-FOOT GRID IN ALL THICKNESS DIRECTIONS. OVERLAP EDGES. JUTE MAT, WOVEN N/A N/A USE ON STEEP SLOPES GREATER THAN 2:1 IN ADDITION STRAW BLANKET TO HYDROSEED OR WOOD FIBER WITH TACKIFIER. SYNTHETIC FIBER BLANKET WOOD FIBER DYED GREEN SHOULD 25-30 LBS. 1000-1500LBS IF USED ON CRITICAL AREAS, OR STEEP SLOPES, DOUBLE THE CELLULOSE (PARTIALLY NOT CONTAIN GROWTH NORMAL APPLICATION RATE. APPLY W/HYDROMULCHER. NO DIGESTED WOOD INHIBITING FACTORS TIE -DOWN REQUIRED. FIBERS) WOOD FIBER APPLIED 1.25 TONS PER USE 90 GAL/ACRE TACKIFIER FOR STEEP SLOPES LESS THAN WITH HYDROSEEDING ACRE; 2:1; 120 GAL/ACRE FOR STEEPER THAN 2:1 OR ALONE BARK CHIPS MIN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 6% WOOD CHIPS TREAT WITH 12LBS INITOGEN MIN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 15% (HOG FUEL) FERTILIZER/TON HYDROSEED IUSE MIX RECOMMENDED I I I I USE DOT SLOPE MIX FOR STEEP SLOPES. INSTALL[ S A ROAL PER CITY RIVEWAYS SHALL BE PAVED TO THE EDGE F R-O-W PRIOR TO INSTALLATION OF THE ONSTRUCTION ENTRANCE TO AVOID AMAGING OF THE ROADWAY r IS RECOMMENDED THAT THE INTRANCE BE CROWNED SO THAT ;UNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF NOTES INGRESSIEGRESSAREA 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 OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30%MAX. MULLEN BURST STRENGTH (ASTM D3786-80A) 400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM 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 EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT THEN ALTERNATIVE 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 WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. Y o STD. PLAN — 215.10 a► PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: N.T.S. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY STEEL FENCE POST 6' HIGH MIN. NOTE: 1: CLIP FENCE TO GALVANIZED WIRE @ 5 FOOT ON -CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST TEMPORARY N.G.P.E. FENCE DETAIL NOT TO SCALE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EOIIIVAI_ENT TO ATTACH FABRIC TO POSTS_ 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC z E N 6' MAX. MINIMUM Vx4" TRENCH LBACKFILL TRENCH WITH POST SPACING MAY BE INCREASED NATIVE SOIL TO 8' IF WIRE BACKING IS USED 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 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 THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30-1D0 SIEVE SIZE (0.60-0.15MM) FOR SI LT FILM A05 (ASTM D4751) 50-100 SIEV E SIZE (0.30-0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D491) 0.02 SEC^-1 MINIMUM GRAB TENSILE STRENCHT (ASTM D4632) 180 LBS. MIN, FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. ULTRAV IO LATE R ES ISTA NCE(ASTM D4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS 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 IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES 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 FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. u*IV)w. STD. PLAN214.00 PUBLIC WORKS SILT FENCEDEPARTMENT MARCH 2O08 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF IN RENTON Planning/Building/Public Works Dept. CITY OF RENTON EDEPARTMENT OF PUBLIC WORKS APPROVED BY APPROVED BY APPROVED BY APPROVED BY 'f' �4 1„4� O �� FS �� l' S I S14NA L 111201Z0 1 2 O UO LLJ x � Q Z LL_ LLJ a Q rj N N 000 N � 0 z p� c0 00 N Q I I Ln Ln L(7 L(7 00 LLJ N Z N N (N . W C� U Z j z� ZW Q N J J o_ Q o~ ZZ Q Li.l J m z O Z > �z L L.I W LuI z(.5 0z w w J � U (N J 2 Q 0 z DATE W DATE V� A` DATE b� o coy'5 DATE TESC NOTES AND DETAILS D i 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELD60OK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 9 OF:68 vI mmmmmmmm N O� co I 0 W Y -1j Q Z z U Q LLJ LL 0 LL a_ 1 rr D J J 43 0 U Cn 12 n L0 n N CD N \ N a; E 0 0 a In 0 I a� I Ln O c0 0 Ln Ln Ln O Q0 1-1 V) O CD O (O Li Q D LU �; i� ROCK MU ST COMPLETELY COVER THE BOTTOM AND SIDESOFTHE017rH 2d"MIN. 2:1 SLOPES 2'-4" ROCK L THE DISTANCE SUCH THAT POINTS A AND &ARE OF EQUAL ELEVATION -III A a L I��—ITI-III=11— _ _ I_ i I`1 I I--1 I I---•11= 1 i =1 "'CITES 1. CONDITION OF USE 1. 1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS, 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NONEROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2,1, ANY SEDIMENT DEPOSITION OF MORE THAN 0,5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOUFJNG AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. � PUBLIC WORKS CHECK DAMS SPACING AND STD. PLAN - 217.40 +'��+ DEPARTMENT CROSS SECTIONS MARCH 2O08 2:1 MAX. SLOPE � III � LE'IELBarTOM — � � I= 11= V min - - II1111,j1111�11—lilllll�llll,�,�ll-llr` r M1u SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1,1, REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 31-1:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 v WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEERT❑ EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1_ DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3,2. IF THE FACILUY DO NOT REGUI-ARLY RETAIN STORM RUNOFF, THE CAPACITY ANDIOR FREQUENCY OF THE SWALES SHALL BE INCREASED. PUBLIC WORKS INTERCEPTOR SWALE STD. PLAN - 217.10 + ` DEPARTMENT MARCH 2O08 AVERAGE SLOPE SIAPEPERCEH7 FLOWPATHLENGTN 20H:1V 3-5'Ya 300FEEf 10T020 H:1V 5.10% 200FEET 4 TO lO H;151 16 2$95 100 FEET 2T04H:1V 25-5095 501FEET IgFLow RISER ASBUILT TESC NOTES AND DETAILS FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON PIPE (PkINCIPAI SPILLWAY) OPEN ATTOP WRH TRASH RAL;FC ❑EWATERING DEVCE (SEE RISER DETAIL) L FLOW stAealzEr OUTLETOR CRESTOF 8'MIH WIDTH EMERGENCY SPILLWAY EMIRANKMF71TC4MPACTEP9i78----------------- ----------------- ------------------ , PERVIOUS MATERIALS SUCH A5 Yv__-�__ GRAVEL OR CLEAN SAND SHALL MOT 8E USED. WIRE-9ACKEh SILL pE=HC;e, � ❑EWATEPoNG ' I J F— .. - • • • " 57AKEd HAYBAlE9 WRAPPED ORIFICE 776- IIT-E WRH ALTER FABRIC, OR SGHARCiE TO STABILIZED EflUVALENT DIVIDER CONCRETE BASE CONVEYANCE. [71lTLEf 9R LEVEL SPRFAPEp NOTES 1, CONDITION 4F AJ$E 1.1. A SEDIMENT POND SHALL BE USED WHERE THE CONTRIBUTING DRAINAGE AREA IS 3 ACRES OR MORE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE POND SHALL BE DIVIDED INTO TWO ROUGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLOWING MOVEMENTQF WATER BETWEEN DELLS. THE 61VIDER SHALL <3E ATL,EAST ONE HALF OF THE HEIGHT OF THE RISER. WIRE -BRGKE , 2-TO 3 FOOT HIGH. EXTRA STRENGTH FILTER FABRIC SUPPORTE D BY TREATED 4-?L4"s MAY BE USED AS A DIVIDER. ALTERNATIVELY. STAKED STRAW BALES WRAPPED WITH FILTER FABRIC MAY BE USED. 2"2, IF THE POND IS MORE THAN fi FEET DEEP, A DIFFERENT MECHANISM MUST BE PROPOSED. 23, TO AID IN DETERMINING SEDIMENT DEATH, ONE -FOOT INTERVALS SHALL 6E PROMINENTLY MARKED ON THE RISER. 3, MAINTENANCE 5TANDAR05 3.1. SEDIMENT SHALL 8E REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 3.2, ANY DAMAGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPLACED" PUBLIC WORKS SEDIMENT POND PLAN VIEW STD. PLAN 218.00 DEPARTMENT AND CROSS SECTIONS - 1ti4Al2Cf I 200g 2 REVISED PER CITY COMMENT 1 ASBUILT N0. REVISION POLYETHYLENE CAP1 MIN. PERFORATED POLYETHYLENE ❑RPIr1ACaE TU91HG. DIAMETER 611N 2" LARGER THAN dEWATERING ORIFICE. TUBING SHALL COMPLY WITH asrM R667 AND AA9iT0 M204. PRovlPe ADEQUATE / STIEPHIr CORRUGATED leFTnL R13ER 35, riN• WATERTIGHT DEWA7EPoNG OPo FACE, SCHEDULE COUPLING 40 STEEL STUB MIN. TASK WELD DIAMETER AS PER CALCULATIONS B"MIN SB' MIN. I ALTERNATIVELY, METAL S7AK@5 AND WIRE MAY BE USED T6 CONCRETE BASE PREVENT FLOTATION .0 2M RSS£R ]IIA. MIN, � 0 PUBLIC WORKS SEDIMENT POND SM. PLAN - 216.10 + E) DEPARTMENT RISER DETAIL MARCH 2O08 WIRE-9ACKEh SILL pE=HC;e, � ❑EWATEPoNG ' I J F— .. - • • • " 57AKEd HAYBAlE9 WRAPPED ORIFICE 776- IIT-E WRH ALTER FABRIC, OR SGHARCiE TO STABILIZED EflUVALENT DIVIDER CONCRETE BASE CONVEYANCE. [71lTLEf 9R LEVEL SPRFAPEp NOTES 1, CONDITION 4F AJ$E 1.1. A SEDIMENT POND SHALL BE USED WHERE THE CONTRIBUTING DRAINAGE AREA IS 3 ACRES OR MORE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE POND SHALL BE DIVIDED INTO TWO ROUGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLOWING MOVEMENTQF WATER BETWEEN DELLS. THE 61VIDER SHALL <3E ATL,EAST ONE HALF OF THE HEIGHT OF THE RISER. WIRE -BRGKE , 2-TO 3 FOOT HIGH. EXTRA STRENGTH FILTER FABRIC SUPPORTE D BY TREATED 4-?L4"s MAY BE USED AS A DIVIDER. ALTERNATIVELY. STAKED STRAW BALES WRAPPED WITH FILTER FABRIC MAY BE USED. 2"2, IF THE POND IS MORE THAN fi FEET DEEP, A DIFFERENT MECHANISM MUST BE PROPOSED. 23, TO AID IN DETERMINING SEDIMENT DEATH, ONE -FOOT INTERVALS SHALL 6E PROMINENTLY MARKED ON THE RISER. 3, MAINTENANCE 5TANDAR05 3.1. SEDIMENT SHALL 8E REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 3.2, ANY DAMAGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPLACED" PUBLIC WORKS SEDIMENT POND PLAN VIEW STD. PLAN 218.00 DEPARTMENT AND CROSS SECTIONS - 1ti4Al2Cf I 200g 2 REVISED PER CITY COMMENT 1 ASBUILT N0. REVISION POLYETHYLENE CAP1 MIN. PERFORATED POLYETHYLENE ❑RPIr1ACaE TU91HG. DIAMETER 611N 2" LARGER THAN dEWATERING ORIFICE. TUBING SHALL COMPLY WITH asrM R667 AND AA9iT0 M204. PRovlPe ADEQUATE / STIEPHIr CORRUGATED leFTnL R13ER 35, riN• WATERTIGHT DEWA7EPoNG OPo FACE, SCHEDULE COUPLING 40 STEEL STUB MIN. TASK WELD DIAMETER AS PER CALCULATIONS B"MIN SB' MIN. I ALTERNATIVELY, METAL S7AK@5 AND WIRE MAY BE USED T6 CONCRETE BASE PREVENT FLOTATION .0 2M RSS£R ]IIA. MIN, � 0 PUBLIC WORKS SEDIMENT POND SM. PLAN - 216.10 + E) DEPARTMENT RISER DETAIL MARCH 2O08 SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: HORIZ.: N/A VERT.: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 5" MAX. YDRAINAGE GRATE � TRIM GRATE FRAME • v a4 SEDIMENT AND DEBRIS a OVERFLOW BYPASS - o Y��"r' o P BELOW INLET GRATE DEVICE r FILTERED WATER .o .o SECTION VIEW DRAINAGE GRATE - RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have abuilt-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). ti�Y O STD. PLAN - 216.30 PUBLIC WORKS CATCH BASIN FILTER DEPARTMENT MARCH 2O08 CITY OF RENTON Plonning/Building/Public Works Dept. ��• TA�k � O ` z ,p 4 423 p �� ins F� l S T S/0NA L ECG 11/zo/zos UJ L00 LLJ 0 2 N c, U j � Z � 0 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS J 2 TQ � i Z APPROVED BY DATE W APPROVED BY DATE v APPROVED BY DATECONS) APPROVED BY DATE U DATE: TESC NOTES AND DETAILS > > /Zo/Zo 1 s m ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: O MAINVUE WA, LLC PAGE: DRAWING N0: 1110112TH AVE NE, SUITE 202 �! BELLEVUE, WA 98004 SHEET:lO OF: ww U IRP319121311101 N M O 0 W I- v rr a w n z z U a w 0 H IL a a rr J a I I I I a� X Z 0 0 z Y J a m a U N 0 N \ 0 E a� 0 a 1n 0 I I Ln 0 i 0 1-1 Ln Ln 0 ASBUILT DETAILED GRADING PLAN 3.2 TW=435.0 �,\ \\\�6 `\\ \ FOR BW=431.8 sP�6 \\ \\ \ \ 15' LANDSCAPE \ \ BUFFER Tw=432. 2'4 \�\\ ALLUi AA T TIFFANY PARK RETAINING WALL LEGEND TREE PROTECTION KEYNOTE: TRACT O TW\ 35.0 \ 2'9 BW=432., 436\0 0� PTN OF THE W1/2 SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4 OF THE SW1/4 OF SEC. 21 -�� SHARED UTILITY/ /� BW- 36.0 . ! ' O LOCK+LOAD RETAINING WALL. SEE PLACEMENT PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS ACCESS TRACT ���� '� TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON DETAIL SHEET 16. TO WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED. TW=435.0 \ TW=4 is \\ PLEASE REFERENCE THE TREE RETENTION PLAN ON 0 25 50 100 39 Bw=a31 1 : BW=437.4 ROCKERY RETAINING WALL. SEE PLACEMENT rx 14 ` O DETAIL SHEET 16. SHEETS 64 THROUGH 66. \ TW=440.7 \ TW=436.3 ^� ,' . 438 - TREE PROTECTION FENCE 5.2 �y ^� =437.2 BW=431.1 q ` EX. ONSITE TREES (D TRACT C , 15 k /��y . • . 40' - \ TW a z o \ \ \ / TO BE RETAINED (TYP.) (^ DRIPLINE DELINEATED BY WFCI IN PEDESTRIAN ACCESS BW 437 (6' MIN)* TW=436.3 435.00 ` 5.5 BW=430.8 q ... � \ \ 5' WIDE PAVED ' TW=43a.o is ��$, *NOTE: PEDESTRIAN PATH. , : 16 PER DETAIL SHEET 29. ¢30 436.40 2 w L PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TW=4343 \ `� WASHINGTON FORESTRY CONSULTANTS INC. (WFCI) DATED 4.3 _ �� , TW-436.5.05 Z.$ TW=440.0 ��\ ' , BW-430.0 © \ . M/ .i gW=436.0 BW=437.2 438. ��\ ���. 08/16/17, THE DRIPLINE IS A MINIMUM OF 6 UNLESS 17 v/ >? `\ 2 3 TW=436.3 - :�. p 436:20� 1 m N OTHERWISE DELINEATED BY WFC . ALL TREES TO BE BW=434.0 4 L SAVED ARE REQUIREDTOHAVE IA 6-FTTREEPROTECTION hw-a3s.2 35 •. ���+ TW-434.3 \\ i' BW=434.7 �\ \•44 FENCE (CHAIN LINK) INSTALLED AROUND THE DRIPLINE AS ED RIFT A APPROVED I THE FIELD Y THE PROJECT 13 VERIFIED AND OVED N E ELD B E OJEC 5.0 BW=429.3 41 30 '�' 0 .. 1 \\ ' 1 / TRACT T SAD \ \ I ARBORIST. ENCROACHMENTS UP TO 20% OF THE DRIPLINE 12 05 BW=435.8 \�pp�� �V '�� ARE ALLOWED AS APPROVED IN THE FIELD BY THE 4.8 TW=43a.3 433.30 `� 18 8.....@PEI� SPA ,,PPS �, \ PROJECT ARBORIST. PLEASE REFERENCE THE APPROVED Bw z9.5 P 433.70 �✓ TREE PROTECTION PLAN/REPORT PREPARED BY E 1 Tw=a3ss 20 ........ \\-Jw=44o.0 10'�Ly4 SOAPING \ I� WASHINGTON FORESTRY CONSULTANTS, INC. SEE SHEETS BW=434.8 TW=441.1 6 W- 5.4 \ ""4 a 1 4.34_ - - i 403 0 TW=439':3 4.5 BW=a3a.6 'S BUFFER- 67 & 68 FOR DETAIL. / - - - - 2 TW-437.20 / BW=434.8. Qj. 11'... ..., .a. BW=432.0 -43 ' 5. co �0 BW=4 1.8 TW=4n TW=437:2 0. 433.30 1. d TW=434.3 b7 �' / _ �W\\6.5 \ 8.7 gW=425.6 ' \ ' . ' 431 00 TW=439.2 4 \ ��Z 19 0 .,►___ __BW=435.2 BW 44o.0 J TW=435.0 \ TREE P TECTION FENCING 2.1 `�¢, i 10 3.2 TW=437.8 zt 6. 1! i \ BW=431.8 I 4.0 ......... c? 4 BW=428.2 �/ \ ,.. :• i BW=a33.8 - 433.60 \ \ \ .... 1, A TRACT N - - - _ , �� . , � 24 25 26 TW=434.6 / \ I 23 434.20 433.80 1,3 � SHARED UTILITY/. / - 7s �' TW=434.3 BW=426.7 432.80 433.60. / CCESS TRACT.: j 8'1 BW=426.2 8.3 TW=434.3 \ 21 22 433.so 1 BW=426:0. P \ 430.80 / 27 f - 7 9 . ..�32.. 42 ��. \ \ I\ 433.60 28 2 BEARING PAD � 430.70 , ` P 20 : \ / ELEVATION TYP. '`TRACT R TW=431.7 \ 434.30 29 (TYP.) 4:8 BW=426.9 TW=431.7 A3� i 428.60 \ ; Q� 6 \ / $ F CRITICAL AREA ` sw=a3o.7 1'0 •, 1 Q� i \ \ \\ ¢��.. 1 4? - "� Ni 435.50 j 30 6' *NOTE:436.9R k1 �•`'D-A i P426 CATEGORY 2 r =q 126 BW=428.3 1'0 428:30 ; \ ` 1) LOTS 11, 12 & 13 SHARE A SINGLE 20' WIDE S 5.7 sw=a2s o rW=42s.3 \ �� i - - ` / " , DRIVEWAY ENTRANCE TO PROVIDE ACCESS VIA 101 / o o '. ... \ 0\ i i i BW=41 2 P o o SHARED DRIVEWAY TRACT N. .00h F�� 4 rw 426.E 74 425.60 o o REv _ 2) LOTS 14, 15 & 16 SHARE A SINGLE 20 WIDE �♦ wF Ql �. BW=419.2 TW=426.6 S�OfNTi \ f DRIVEWAY ENTRANCE TO PROVIDE ACCESS VIA TW=422.4 2 6 2d a' I vJ TW=422.4 �ci BW=419.2 3'2 BW=424.0 \ CCESS � �" SHARED DRIVEWAY TRACT 0. ° O � � \\ TW=418.6 / ,, P.. S . � -430.8 6.0 P � ;rw A 26 .. �` 6.7 BW=411.9 / G� �o TW=426.6 4.7 �� 1 \g� - - - BW=424.8 ` ` \ lijV i V Bw=azls o A A ONG / ) EE SHEET 44 AND 45 FOR DRIVEWAY ENTRANCE .� r 418.20 1 0 - - PORTION OF W LL L R W `" .' o \ , 3 DETAIL. TRACT B . , 2 OPEN. SPACE TW 414.9 - . / TW=419.2 '' / ' 4 GRAVITY ALL P TO BE FILL W • ` 70 Bw=ao7.9 ��� ���� ��? 5 Bw=a15.7 3.5 11 \ 32 rw-a2s.o 438 1O 4) DRIVEWAY WIDTH PER RMC. MIN 5' SEPARATION %.TREE PROTECTION �� 414:70 ` A sW-424.8 A OF DRIVEWAY FROM ADJACENT PROPERTY LINE CAA TW=415.7 \ 1,j p� N PROPERTY LINE. 5 .. TW=411.9 3,$ 1 424 0 1 . 4.0 Bw=a1 is / SEE i - � BW-407.9 � \ 7.0 TW=411.3. ^(',. ��_��� ��i \ 0- S1'l p st r Bw=404.3 . D� . �I \ 43 `F CO/V /NVA �20 FOR 5) SAFETY RAILINGS SHALL BE REQUIRED WHEN THE \ \ BOTTOM OF A ROCK WALL, RETAINING WALL, OR ' -, t ` \. P TW=434.1 t} TW=434.1 �' �' \ 9.3 BW=424.8 .... �3 9.3 N 3 . 4 i 0. \\� P s W=424.8 Z SLOPE IS 30 INCHES OR MORE BELOW THE :.4.1 2 90. \ e 406.90 �o \ ; \ \ ' �� ''- �- FINISHED ELEVATION OF A SIDEWALK OR OTHER z 0 d'. \ TW=423.3 o� BW=419.9 3.5 \ \ 424.8 ; Z PEDESTRIAN FACILITY. ... . TW TW 408 \ BW=404.3 3.6 \ 0\J� \ / p \ O i:o 1 r. 0 P 88 \ BEARING PAD W �o BW=401:9 - \ - 422.30 p \ s \ 2 O ELEVATION (TYP.) > \J TW-419.8 \� 403.36,�/, P' . ew=ais.8 3.0 TW=42s.1 \ - 4.02 1 \ _ � .A° ° \ - _ TW=416.8 89 \ N S! - - BW=412.7 4.1 TRACT M 400.90 � > ,o \ , , : ' � 418so , fA 400.. CRITICAL AREA 90 Tw=azs.1 6 BW=416.8 sr TW=408.0 BW=400.5 0'5 - - 4 TW=426.1 6.3 ` TW=412.7 BW=419.8 80 6.1 BW=401.9 ` �t�S 4.0 ew=4o8.7 _` `O .420 91 4. 06, pLG p 1os ew=4os.o.... 41 1.70 RSA 425.10 LL _ . ♦ sw 0 \ TW=405.3'. 407.70 \ `\ ♦\\` �G BW=402.0 3'3 TW 408.7. Q `\ \ ♦ \ \\ O IJ aO I .3 l <hA BW=405.3'3.4 \ \ ♦ \\ \ I ` Vv/:`i+ o TW=4.12.7 \ ♦ TW=426.1 10.1 404.30 5t•. BW- 4.8 7.9 \\ \\ ` \\ BW=416.0 \ rn o \ ♦ `\\♦ \ P WETLAND E - ♦ . \ \ . CATEGORY 3 94 _ \ \ \ \ \♦ --- p 401.00 \\ ... �6 \ ` ♦♦ \ CNI R CTAl \ \ ♦ \ BEARING PAD 396 - _ - ` \\ \\ \`\'� �♦ \\ ELEVATION (TYP.) / \\.. 41 \ �\ ♦ \ J98 \ \ .\ \ \ ♦ t 0.0 TW=396.3BW=396.3 / „ \ �.. ..4.10..,. �\ `\ \ ♦♦ \\ TW=398.2 0 { ........40 \ \\ \ ♦ \. 2.$ BW=395.4 1 �\ \\`♦ \\1 TW=398.2 406 \ \\ \ ♦ \ 0.4 BW=397.8 / \ ♦♦ \\ RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE DRIVEWAYA � DRIVEWAY LOT NO. ROAD NAME WIDTH LOT NO. ROAD NAME WIDTH 1 STA. 11 + 13.54 SE 18TH STREET 16' 21 STA. 15+89.20 SE 18TH STREET 16' 2 STA. 11 +41.54 SE 18TH STREET 16' 22 STA. 16+59.73 SE 18TH STREET 16' 3 STA. 12+ 13.54 SE 18TH STREET 16' 23 STA. 16+87.14 SE 18TH STREET 16' 4 STA. 12+41.54 SE 18TH STREET 16' 24 STA. 17+57.21 SE 18TH STREET 16' 5 STA. 13+ 13.54 SE 18TH STREET 16' 25 STA. 17+84.62 SE 18TH STREET 16' 6 STA. 13+41.54 SE 18TH STREET 16' 26 STA. 18+54.68 SE 18TH STREET 16' 7 STA. 29+29.03 124TH PL SE 16' 27 STA. 18+82.09 SE 18TH STREET 16' 8 STA. 29+01.03 124TH PL SE 16' 28 STA. 19+51.52 SE 18TH STREET 16' 9 STA. 28+51.03 124TH PL SE 16' 29 STA. 19+79.52 SE 18TH STREET 16' 10 STA. 27+74.41 124TH PL SE 16' 30 STA. 20+51.52 SE 18TH STREET 16' 1 1 * STA. 27+74.41 124TH PL SE 20' 57 STA. 30+80.68 124TH PL SE 16' 12* STA. 27+74.41 124TH PL SE 20' 58 STA. 31 +08.68 124TH PL SE 16' 13* STA. 27+74.41 124TH PL SE 20' 87 STA. 31 +63.02 124TH PL SE 16' 14* STA. 27+30.27 124TH PL SE 20' 88 STA. 14+05.98 SE 18TH STREET 16' 15* STA. 27+30.27 124TH PL SE 20' 89 STA. 13+78.03 SE 18TH STREET 16' 16* STA. 27+30.27 124TH PL SE 20' 90 STA. 13+06.03 SE 18TH STREET 16' 17 STA. 27+58.22 124TH PL SE 16' 91 STA. 12+78.03 SE 18TH STREET 16' 18 STA. 28+09.99 124TH PL SE 16' 92 STA. 12+06.03 SE 18TH STREET 16' 19 STA. 28+37.99 124TH PL SE 16' 93 STA. 11 +78.03 SE 18TH STREET 16' 20 STA. 15+61.80 SE 18TH STREET 16' 94 STA. 11 +28.03 SE 18TH STREET 16' ` 4q4 402 WALL NOTE TOP OF WALL ELEVATION (TYP.) NO PARKING SIGN INSTALLED PER \ DETAIL ON SHEET 45. PARKING TW- 96.7 0.5 © WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. 60' SPACING ON CENTER MAX. n STREET NAME SIGN INSTALLED PER DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) 2 REVISED PER CITY COMMENT FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ASBUILT ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) N0. REVISION BW=396.2 EXPOSED HEIGHT OF WALL (TYP.) EXPOSED BOTTOM OF WALL ELEVATION (TYP.) SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: BY DATE APPR RAG APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PROPOSED: ASPHALT CONCRETE SIDEWALK CONTOURS - - - -530- - - - - EASEMENT PROPOSED MONUMENT O FENCE EXISTING: SURVEY MONUMENT (AS NOTED) 9 BENCHMARK SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) • MAJOR CONTOUR 530 MINOR CONTOUR 552 BUILDING EDGE OF ASPHALT J.TA�k� P� OF W / o Z z 4,423 p �� �FSS DNA N 11/20/201 L0 O 2 � 0 U O F- z> I o (n g N c0 T aJ a z � ZZ w J QP j J zp 00 rC 4 CN o N 00 0 � 0000 M 00 �Zz Z I I cl� z ww M Q 3: Ln Ln z 0 z � O Lc) N N �-..-. C z } w Ld N Z N N 00 LLJ � J GC `1 U ( �N 0 'Div/ . CITY OF RENTON EDEPAFiTMENT OF PUBLIC WORKS J 2 Q SPECIAL NOTE: APPROVED BY DATE = Lu L0 WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE ..RR Z L0 BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED APPROVED BY DATE V ,tom O FROM THE BOTTOM OF THE BASE ROCK TO THE TOP Jv (c) OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS APPROVED BY DATE MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP 0 Cps5 O OF WALL. APPROVED BY DATE DATE: 7 ` VERTICAL: NAVD HORIZONTAL: NAD 11983 983/1991 CITY OF DETAILED GRADING PLAN 11 /20/2018 m 3/11� RENTON ASBUILT - ALLURA AT TIFFANY PARK FFIAELLDBOOK: O DATUM MAINVUE WA, LLC DRAWING NO: Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 �! BELLEVUE, WA 98004 SHEET: 11 OF 68 m IRI-1319121 1 RETAINING WALL LEGEND N M I I 0 W I- v rr a^ W n Z z U a w LL O H a a rr J Q I I I I X z 0 0 z Y J Q m 0 U N 0 N N ai E a� 0 0 a 1n 0 I N I Ln 0 i 0 1-1 On Ln 0 ASBUILT DETAILED GRADING PLAN ZOIZ OLOCK+LOAD RETAINING WALL. SEE PLACEMENT DETAIL SHEET 16. WALL NOTE TW- /963�TOP OFWALL ELEVATION (TYP.) TW-0.5 RA U AT TIFFANY PARK BW=396.2 O DETAIL SHEETCKERY 16.RETAINING WALL. SEE PLACEMENT EXPOSED HEIGHT OF WALL (TYP.) ^� E O 'W z h i ii/i/ PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21 REINFORCED CONCRETE WALL. SEE DETAIL EXPOSED BOTTOM OF WALL ELEVATION (TYP.) Q '� z � PREPARED BY OTHERS. W TWP. 23 N., RGE 5 EAST W. M. CITY OF RENTON_ KING COUNTY STATE OF WASHINGTON O 25 50 100 TW=45.5 BW-438.1 TNT--4 \ BW=439.0 `` �-,,,\ m ^ _ \ TTRACT i14�442.6 0 BW=44oT 2.3 TRACT F ...... ` TW=442.5 5s TW=444.6 W=439.8 2'7 .OPEN SPACE'--,` ` -'-° y .• ELEVATION (TYP.) BEARING PAD 31 BW=439.0. . - T\ A&\. \ \ SPECIAL NOTE: _ T , 439 BW-439 � PAP?� ` 4� 8.•1. TW 444.6 4 8 � = s `\ BUILDING PERMIT. THAN NHEIGHT OFHROCKERY REQUIRE WALL IS MEASURED TW 442.0 .... �WALLS TALLER 3.O sW 0 ;; _ _ ` / _ 42 0 0 - 8 ` � 4390 22 ! ROCK TO THE 0 0 , % OF BOTTOM OF THE HEIGHTBOFERETAINING WALLIS32 \� v, 439:00 rw=aaz.2 1s TW BW 4 ' VIS:• _ _ B FROM THE BOTTOM OF FOOTING TO THE 0 - O Tw-aao.o 34 �, 44 UPp . ' ` O to 439.80440.30► 4 _ OF WALL. 8 . a :. • 4 RES�pf \ `� �� BW-439.0 Q TW=430.8 / NTl ti `: \ 2 6.0 BW=424.8 „ ACL'E TW=440.0 .. .2 SEE P o \ 4 ` _ S"EET� A p P P \; o \ TRACT G / \\ CONTI FO p I� \ nWIDE PAVED / C ITI AL AREA NUAT/ON R 13 55 / / _ �:PE ESTRIAN PAT��I 56 434.10 `�`� 53 / p -- _ o tpER ETAIL SHEET 45. .... \ i _ .. 35 433.90 9.3 TW=a3a.1 433.10. 433.60 i R. .' ,� - - �_ _ p /� �\ 442.50 BW=424.8 52 , - __ �\l'• -/� 36 TW-435.0 433.60 ,.. O C I \ \ \ Tw=a3a.1 - 11 0 / 51 P O _ _ ✓ ` 442.80 37 " <- -- 456 9.3 9 3 W-424.0 TW-434,6 10 0 t44 - _ _ _ TREE PROTECTION ^ TW-434.1 BW=424.8 - - / / ♦ \ BW=424.6 BW=424.8 TW=434:6 / 434.70 / P _, / 443.00 FENCE. �� �36 ��� BW.=a25.6 9.0 50:' ; ♦. - _ 38'. .: �,, q36 / 436.10 o� / \ �� , ♦ 443.00 49 P • TW=434.1 \j _ 10.1 TW=434.9 10.3 / TW=437.1 10.0 437.40 / BEARING PAD OPEN .. 39 5 N� `` �`O BW-424.0 BW=424.6 TW-434.6 �32 BW-427:1 dQ O P 444.00 0 E S. V - s o Tw-a3a.a �V! o LEVATION (TYP.) �N ' .....g30... 9.4 / 438.40. ► 4Z - / o 5� I .. 60 , BW 429 47 P ► ON ♦ 6 TW 43 1 4 0 1 � 9.4 a.d 439.40. / TW-435:7. � Sr AO 428 424.00 424.6 62 s s �l eW-a31.o �O 59 �... 425.60 / / TW=437.1.. BW=432.9 7:5 1 P \ \ TW-440.1 6 P 425.10 �v / BW=429.0 8.1 ' .. 428 �Af}' \ BW-439.6 0.5 / 63 / _ . / 27 / 90 \ p TW=441.4 0.5� 42 / TW-438.4 S / _BW=440.9 1 43 441.30 NOTE: `A� 440.80 l TW-443.3 3 5 P l b BW=439.8 _ I TW=4ais / 1 T 7 SHARE A 464 v rw-a s.a TW-AA'? 3 r LOTS 3 , 38 & 39 S E SINGLE 20 WIDE 4 ) A� \ B = I R BW=437.8 4'0 BW=a37s = DRIVEWAY ENTRANCE TO PROVIDE ACCESS VIA / / / W 43 .9 \ N 4650 0 \ . SHARED DRIVEWAY TRACT P. N / / / Tw-442.6 10 I BEARING PAD po ..I o...., \\ o ............ _� i I i BW-432.6 .0 \ _ SHARE A TI TYP o o / / I I 434 .. ""410' " BOTTOM FACE OF WALL 3 LOTS 75 76 77 AND 78 S E SINGLE 20' 66 . • ELEVATION (TYP.) i �`10 w , 432.90� I \ TW=440.8 ) , l`� . . •. `..' .. •°. •.... CV � / \ ��i �>, : - • 05 WIDE DRIVEWAY ENTRANCE TO PROVIDE ACCESS A ^ P l CONBRACTO E �ORTSO B BW=a40,3' THAT VIA SHARED DRIVEWAY TRACT Q. rw=aaz.3 4400 TW=440.0 ENCROACHMENT DOES \:. BW=433.3 9.0 TW=442.3 0.5 p / _ 10.5 BW=439.5 NOT OCCUR ONTO THE 86 1g32 Bw=a3i.a TRACT I 4) SEE SHEET 44 AND 45 FOR DRIVEWAY ENTRANCE P 436.80 124.90 P o D�' �� PEN SPACE NEIGHBORING PROPERTY DETAIL. TW=425.9 20 .. ...... P / O _ , , _ �30 17451 DURING CONSTRUCTION. \ \ BW=416.0 _ 20 l `RESIpENTiq \ I o0 p T.W=436:7 _ \ _ W=4 7. TW=441.5 3.5 A , \ / 1 / 0 \\ s iQ(' p.. , 10.7 BW= 6 0 3 8 6 i BW=438.0 /3 5) l l CES i •' .. 42 8 Bw=431 3 OF I DRIVEWAY VEWAY D FROM ADJACENT TH PER RMC. �IPROPERTYSEPARATION @ / P / - - ,\ \ \\ \\ >• 424.30 425.30 �_ � � TRACT P \..\ \ � . • P 72 / / > : Q � �4 °: TW=436.7 � PROPERTY LINE. 0 69 BOTTOM FACE OF WALL SHARED UTILITY \ \ \ ' 85 �� 423:50 4, \ 1a.�. TW=437.8 8 / / �� BW=426.035.703.5 / _ ) SAFETY RAILINGS SHALL BE REQUIRED WHEN THE �, - - ; `\ i 426.50 / P BW=434.3 TO BE LOCATED BY ACCESS TRACT 424.00 \ TW=425.3 8 2 / / i P TW-434.0 2 Q `rw=az5.o \ W=417.1 TW=426.3 9 z / 68 ✓ P � ' .0 CONTRACTOR SO THAT 6 \ \ \ \ s.o \ \� TW=417.1 / TW=430.3 �j� BW=426,0 o BOTTOM OF A ROCK WALL, RETAINING WALL OR \ ( , 67 13.3 w=a33.o is 1 435:00 ' ENCROACHMENT DOES ' TW=427.5 427.80 / ✓ Bw=an.o BVJ_414 9 �. �. 4 SLOPE IS 30 INCHES OR MORE BELOW THE 125 - i ►�'3� N NOT OCCUR ONTO THE BW-415.0 / - TRACT J FINISHED ELEVATION OF A SIDEWALK OR OTHER \\ \\ _ - Tw=4za.e ' ' �' `'' NEIGHBORING PROPERTY P 1 / / / 429.30 TW=434.0 \ \ � TW=430.3 19.0 � i ., � 84 9 9 / BW=415.4 14 9 Bw 5 3 18 O TW=434.3 .x ! i i 1 O TW=427:0 - OPEN SPACE PEDESTRIAN FACILITY. BW=416.3 i TW=426.7 \ '. 4� Bw=4ia.9 � . ♦ \ Bw=a2s.o DURING CONSTRUCTION. TW=430.3 46 3.5 ,\ \ \ \ 422.60 � ♦ .� / 1 TW=424.5 7.4 \ / BW=417.712.6 /.� 18.0 TW=434.2 irk♦ 425.00 Q BW=423.5 \ \\ \\ \ TW-423.6 �' ► -' - / ► =430.3 r BW=416.2 TW=425.0 RESIDENTIAL CURBCUT DRIVEWAY TYPE R1B TABLE RESIDENTIAL CURBCUT DRIVEWAY TYPE R1B TABLE - TW=424.5 \ TW-426.3 I J 15.8 ` \ BW=421.5 3'5 DRIVEWAY DRIVEWAY \ \ \ 7.6 \ 11.3 BW=414.5 \ \ \ BW=416.0 1 , 0.5 \ TW 422.9 \ \ P BW=424.0 % 1 \ SW= 415,0 \ TW=426.0 i \. \ \ \ �' 1 1 a / / 3 J. \\ 10.4 BW=419.4 3.5 \ \ i - 18. i \� TW=430.3 15: y BW=415.6 \ \ \ \ 83 : i \\X- BW=415.2 STATION STATION \ \ �w 41 s.1 o LOT NO. ROAD NAME WIDTH LOT NO. ROAD NAME WIDTH \ \ ' .. 76 \\ 4.1 W=416.3 / 7 ` N \ \\ \ \. ' 420.10 �' �': o� J' 414 \\ B =416.2 1 I �l � � � � � TW=424.0 �y � 416 00 \\\ I I �/ / 7.5 BW=416.5 TW=420.3 31 STA. 20+79.52 SE 18TH STREET 16 62 STA. 22+67.22 ROAD A 16' \ \ TW=421.L � � � � \ \ I � �I � BW=416.8 3.5 5.1 \\ i' 4:1 TW=419.1 \ I TRACT ��� �� BOTTOM FACE OF WALL 32 STA. 21+51.52 SE 18TH STREET 16' 63 STA. 22+95.22 ROAD A 16' \ \ \ \ 4 74 T =415.0 I L CRITICAL AREA TRACT Q TO BE LOCATED BY P ��� \1 413.60 \\ d, /��� CONTRACTOR SO THAT 33 STA. 21 +94.52 SE 18TH STREET 16 64 STA. 23+97.22 ROAD A 16'82 T A \ 417.60 �/ 1 SHARED UTILITY/ \ �6 ENCROACHMENT DOES 34 STA. 22+44.52 SE 18TH STREET 6 65 STA. 24+25.22 ROAD A 16 TREE PROTECTION \ 9� \\ `ACCESS TRACT \` NOT OCCUR ONTO THE 16' Q 4 FENCE \ c V' \ '\ 35 STA. 24+81.05 SE 18TH STREET 66 STA. 24+90.22 ROAD A 16 ✓ off, \1 ¢12 1 sJ, \ , \ G� �, NEIGHBORING PROPERTY c `` __ o Z 75 / ^/ \ \ VV DURING CONSTRUCTION. 36 STA. 25+09.99 SE 18TH STREET 16' 67 STA. 23+79.46 ROAD A 16' 411.50 // p , z a \\ TRACT S l ' Q37* STA. 25+60.58 SE 18TH STREET 20 68 STA. 23+51.46 ROAD A 16' ���/ 7.3 Bw= 11. 415.10 0� /�� �1 1 Tw=a16.1 \\ OPEN SPACE •. k * 20' ° 4,423 J�j 38 STA. 25+60.58 SE 18TH STREET 69 STA. 22+79.46 ROAD A 16 �' O BW=415.0 `, 1 \ �' -a < 39* STA. 25+60.58 SE 18TH STREET 20 70 STA. 22+51.45 ROAD A 16' �FSS G\� \\ TW=419.7 .4 7 � ��NA ' \ 77 \ BW=415.0 0 . 40 STA. 24+86.80 SE 18TH STREET 16' 71 STA. 21 +45.14 ROAD A 16' g .. 10 // : i p \\ 414.00 O� 16' , 11/20/201 E 80'. 4 41 T 4+ H T T + lj S A 2 66 83 SE 18T S REE 72 STA 21 15 00 ROAD A '•. TW-416.1 � Bw=aos.o I / ► 411.50 , TW=413.6 74 E BW=406.2 . o`? P \♦ TW=412.5 4.6 BW=407.9 TW=418.9 st. �� TW=413.6 4.2 \ \ ' / ♦ TW=415.0 7:1. 3.9 BW=415.0 4Q$\ .( S- 4� ;. .. \\ BW=407.9 79 416 TREE PROTECTION KEYNOTE: 8.0 TW=413.6 BW=405.6/ O� TRACT I - 5�1 406.90 �. PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS OPEN SPACE/ TO WHICH TREES ARE BEING COUNTED AND THOSE T 5 71 LANDSCAPI 4 /0 . WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED. -a13 - P TW-410.0 z 1 BW=407.9 PLEASE REFERENCE THE TREE RETENTION PLAN ON \ ¢o� SHEETS 64 THROUGH 66. 4Q6 406. (D TREE PROTECTION FENCE* \ ° \ 0.2 BW=403.0 ' ® oo / �' �\ j DRIPLINE DELINEATED BY WFCI (6' MIN)* TW=405.6 / zs \ °. / Bw=403.0 \ �� *NOTE: 0.0 BW=402.6 / PER THE TREE PROTECTION PLAN/REPORT PREPARED BY 406. WASHINGTON FORESTRY CONSULTANTS, INC. (WFCI), DATED 08/16/17, THE DRIPLINE IS A MINIMUM OF 6UNLESS NO PARKING SIGN INSTALLED PER DETAIL ON SHEET 45. PARKING P� WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. 60' SPACING ON CENTER MAX. STREET NAME SIGN INSTALLED PER ❑S DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS. VERTICAL DATUM - - .... OTHERWISE DELINEATED BY YOU. ALL TREES TO BE SAVED ARE REQUIRED TO HAVE A 6-FT TREE PROTECTION - FENCE (CHAIN LINK) INSTALLED AROUND THE DRIPLINE AS VERIFIED AND APPROVED IN THE FIELD BY THE PROJECT ARBORIST. ENCROACHMENTS UP TO 20% OF THE DRIPLINE oo ARE ALLOWED AS APPROVED IN THE FIELD BY THE PROJECT ARBORIST. PLEASE REFERENCE THE APPROVED TREE PROTECTION PLAN/REPORT PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC. SEE SHEETS CITY OF RENTON, NAVD 88 67 & 68 FOR DETAIL. BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) 2 REVISED PER CITY COMMENT FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ASBUILT ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) N0. REVISION PROPOSED: ASPHALT CONCRETE SIDEWALK CONTOURS - - - -530- - - - - EASEMENT PROPOSED MONUMENT O FENCE EXISTING: SURVEY MONUMENT (AS NOTED) 6� BENCHMARK SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) • MAJOR CONTOUR """"•530.......... MINOR CONTOUR .........532.......... BUILDING EDGE OF ASPHALT SURVEYED: BCE DESIGNED: BJT BK 1/20/1 § BJT DRAWN - RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT 42 STA. 23+40.30 SE 18TH STREET 16' 73 STA. 34+49.18 124TH PL SE 16' 43 STA. 23+12.30 SE 18TH STREET 16' 74 STA. 34+77.18 124TH PL SE 16' N = c� u 44 STA. 26+36.47 ROAD A 16' 75* STA. 35+73.18 124TH PL SE 20' :D z W 45 STA. 26+09.85 ROAD A 16' 76* STA. 35+73.18 124TH PL SE 20' W g N 46 STA. 25+79.75 ROAD A 16' 77* STA. 35+73.18 124TH PL SE 20' a w 16 X l< 47 STA. 21 +46.29 SE 18TH STREET 78* STA. 35+73.18 124TH PL SE 20' w I` a 48 STA. 21 + 18.29 SE 18TH STREET 16' 79 STA. 36+47.18 124TH PL SE 16' o Q iv j N N z 49 STA. 20+46.29 SE 18TH STREET 16' 80 STA. 34+88.29 124TH PL SE 16' �of 0 0000 N r- z 50 STA. 20+ 18.29 SE 18TH STREET 16' 81 STA. 34+38.29 124TH PL SE 16' 00 cl� z N I I w W 51 STA. 19+46.29 SE 18TH STREET 16' 82 STA. 34+ 10.29 124TH PL SE 16' Ln Ln c� z 52 STA. 19+ 18.29 SE 18TH STREET 16' 83 STA. 33+38.29 124TH PL SE 16' N N z - �-• •-• W W`` Ln Lo 53 STA. 18+32.70 SE 18TH STREET , 16 84 STA. 33+ 10.29 124TH PL SE 16' / N Z N N J 00 54 STA. 18+03.43 SE 18TH STREET 16' 85 STA. 32+41.47 124TH PL SE 16' Y 55 STA. 17+ 13.48 SE 18TH STREET 16' 86 STA. 32+ 13.47 124TH PL SE 16' 56 STA. 16+84.21 SE 18TH STREET 16' N 0 ' 3N,, . 59 STA 31+6326 124TH PL (Zr' 16 CITY OF RENTON 60 STA. 21+48.99 124TH PL SE 16' EDEPAFiTMENT OF PUBLIC WORKS 61 1 STA. 21 +76.03 1 124TH PL SE 16' SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Cl T Y OF RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY APPROVED BY APPROVED BY APPROVED BY APPROVED BY DATE DATE 2 Q � z .R W V Lw S' 5 0 C�� DATE O DETAILED GRADING PLAN D 1 /20/2018 m ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: O PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 LL! BELLEVUE, WA 98004 SHEET: �� OF ww U IRI-131912131112i 445 Y 440 L.G w Q Z z Q 435 LL1 LL 0 O LL a ~ Q 430 Q J J 425 420 415 U U Cn n N N 00 CD N 0 E 0 0 a I v, I Ln 0 0 Ln Ln CD L0 1-1 In 0 CD O c0 Q r Lu �; i� ASBUILT SITE CROSS SECTIONS FOR ALL UlM AT TIFFANY PARK AT\■ Ar T■ ■r \�/J /A A ArJ / I Ar T■ ■r ArJ / I � �\A r\T�■ Ar T■ ■r �\rJ / I Ar T■ ■r A\�IJ / I Ar ArA AJ VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4' CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) >I a r1 f 1 11 %j 1 vi YY 1/ G Q �7G 1/ �F %j 1 vi VG I/ IF A11 V r I IY %j 1 vi IYG I/ �F, %J 1 vi V YY 1/ IF Vr VGV. L 1, Q TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 0 rvvlvv mvlvvmuvl nv �.r+x orcMJ,) ruv nv %,VM, uvlA .3L I JuIrl Z sT & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE m 2014) m W z a cr z :1 W Lu i \ EXIST GRADE \ •- 9 SEC I ION i RETAINING WA I I LLJ z— W LLJ I— U 0.0 _-LX GRADE SECTION 00 N 00 N N c0 O n N N Q� ao N N (V N O 00 o N N N n m Lp I� N N 0) N 00 n Ln N N N N icy N N 0) 00 O n 00 N N CD ^ 00 (9 N N O CD rn to N N p cO 00 M on Ln � I� 00 rr-1 M LO 0) ^ 00 M 00 N 00 00 W) r'i M LLB N ao 00 cfl M r7 M N 00 t0 r'i M N I� h/i r7 LO Ln I� _ N M r7 N N nj N r7 r7 00 00 N N M r7 a0 Ln N N N I� M Ll') r7 N 00 �p Ln r7 Mi 00 17 M M r7 M r7 M I'7 M 0) N M r7 LO ^ n nj cfl r7 r7 O r7 cD t0 00 M r7 LO N 06 M v1 ►loll ''4 41R 410 405 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: HORIZ: 1 "=50' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 445 ►?7c 425 420 415 410 405 CITY OF RENTON Plonning/Building/Public Works Dept. 445 435 l•J 425 a Kll 415 T A� k �� of W y� o Z z ,p 4 423 p �� ins F6/STFR� SIONA L ECG 11-/2.0/2.01 2 (n LLJ 0 U 1— z > 2 cif O N Z Ld cn J a J Ld i< < Z z W N LLI J Z Q rr) O N N N 00 U of Z 00 N CO r- OO j Z CN Q I I W W w Ln Ln Z 0 z Ln Fz N .-..-. Ln N Ln z - w r L d N 00 z LLJ N N J> Y �'t U N CITY OF RENTON DEPARTMENT OF PUBLIC WORKS J 2 Q � = Lu APPROVED BY DATE W APPROVED BY DATE V� _ v APPROVED BY DATE bA ° CONSJ APPROVED BY DATE v U SITE CROSS SECTIONS D 11 /20/2018 m ASBUILT — ALLURA AT TIFFANY PARK FIELDBOOK: O PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 �! BELLEVUE, WA 98004 SHEET: 13 OF: ww U IRI-1319121311131 To E Ws LLw z z u Q w o 1 Q Q D J Q I I I X z 0 0 z Y J a m 0 U 1n m 0 N 0 N 0 0 1n 0 I I Ln U) 0 i V) 0 i 0 ,9 TIE WALL DRAINS TOGETHER FOR Pik 4 DISCHARGE TO WETLAND A TRACT C ^� 0 25 50 100 PEDESTRIAN ACCESS IE=428.10 TRACT 0 SHARED UTILITY/ ACCESS TRACT �0 13 ASBUILT COMPOSITE UTILITY PLAN FOR ALLUIMAT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 14 4.3 \ L 15 \ IE=428.30 44 ...... SSMH#23 Z�l�. L 17 �, I FIRE HYDRANT -�: SSMH#22 (TYP) 3 a3s BAR EA - � SjpF PROPOSED STREET TRACT D \ \SU,UNE:::::. \ \ / I IGHT FTYP i nnr: cnerr �O FIRE HYDRANT 1 / �'r,, 3 89 CB# 18 8" SEWER (TYP) CB# 14 WETLAND BUFFER 1 1 ALONG TRACT LINE.. 90 �* SEE .MITIGATION I ...... PLANS FOR DETAILS. G goo F ......... EX. CB #6 EX.CB #8 87 cAWE ELGQAND E CB# 13 1 I �� 92 TRACT M / �...... o 24".. sD ,RITICAL ARE I ♦ I I� J CB# 1 0 0 294 � �16 Oj, % / ♦ EX. CB # 3 CB#7 , EX. SSMH #3 T A o & 'j CB#4 DRAI GE. ♦ CB#6 :::... o NDS PING` UTILI S.�.4.. .. :. YD.::: . . LCB# 1} S� YD ®........... ... UTILITY CROSSING NOTES 13#9 YD , 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. �0 CB# 10 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND , OTHER UTILITY LINES AT CROSSINGS. ELSE , ETHOFOAM PAD WILL BE PROVIDED. VERTICAL DATUM UTILITY SEPARATION NOTES T 17'T , 1. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS AND A MINIMUM 7 FOOT SEPARATION BETWEEN SEWER AND ALL OTHER UTILITIES. CI Y 0 REN ON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) 2 REVISED PER CITY COMMENT FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ASBUILT ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) N0. REVISION EX. CB # 1 EX. CB #' V \ a 8 II ,� 9� ti CB#1 }}, p EX. CB EX. 18" SD LOT AREA INFORMATION TABLE LOT # LOT SIZE (SF) IMPERVIOUS (SF) LOT # LOT SIZE (SF) IMPERVIOUS (SF) 1 5,000 3,250 21 6,214 4,039 2 5,000 3,250 22 5,213 3,388 3 5,000 3,250 23 5,213 3,388 4 5,000 3,250 24 5,730 3,724 5 5,000 3,250 25 5,213 3,388 6 61183 4,019 26 5,730 3,724 7 6,085 3,955 27 5,173 3,363 8 5,308 3,450 28 5,006 3,254 9 6,875 4,469 29 5,000 3,250 10 4,694 3,051 30 5,000 3,250 11 5,994 3,896 57 5,518 3,587 12 5,574 3,623 58 4,912 3,193 13 6,293 4,090 87 5,866 3,813 14 6,299 4,094 88 6,365 4,137 15 5,500 3,575 89 5,000 3,250 16 5,567 3,619 90 5,000 3,250 17 6,551 4,258 91 5,000 3,250 18 5,000 3,250 92 5,000 3,250 19 5,000 3,250 93 5,000 3,250 20 6,490 4,219 94 j 5,000 3,250 18" SD *INDIVIDUAL LOT BMP NOTE: THIS PROJECT IS USING THE REDUCED IMPERVIOUS SURFACE CREDIT TO MEET THE INDIVIDUAL LOT BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED FOOTPRINT BMP), WHICH REQUIRED REDUCING THE ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT. THIS PROJECT IS ZONED R-8. THE ZONE ALLOWS 75% MAX IMPERVIOUS COVERAGE PER LOT. THE DRAINAGE FACILITY HAS BEEN SIZED FOR 65% MAX IMPERVIOUS COVERAGE PER LOT. THE ALLOWABLE IMPERVIOUS AREAS LISTED IN THIS TABLE ARE COMPUTED AS 65 PERCENT OF THE LOT AREA. SPECIAL NOTE: SIDE SEWER LINES SHALL BE INSTALLED TEN FEET INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION DEVELOPMENT. WALL DRAIN KEYNOTES: �1 CONNECT WALL DRAIN TO ROOF AND FOOTING DRAIN. 2� DAYLIGHT WALL DRAIN BOTTOM FACE OF WALL TO BE LOCATED BY CONTRACTOR SO THAT ENCROACHMENT DOES NOT �3 OCCUR ONTO THE ADJACENT TRACTS. DRAINAGE PIPE BEHIND THE WALL TO BE LOCATED WITHIN THE LOTS ASSOCIATED WITH THE WALL AND NOT THE TRACTS. PROVIDE PIPE SLEEVE AT LOCATION WHERE STORM PIPE CROSSES RETAINING WALL. SURVEYED: SCALE: , VERTICAL: NAVD 1988 BCE HORIZ: 1 =50 HORIZONTAL: NAD 1983/1991 CITY O F DESIGNED: VER: N/A " BJT .� RENTONDRAWN: BK 1/20/1 BJT RAG I ONE INCH � DATUM BK 11/2/18 BJT CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. RAG IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT Q��yEWA�k�, Nz o Z z o f, 4 423 p �Q__ E DNA LT ��G���, N 11/20/2-01 S r" O 2 (N 0 U O O D ZW I O N aN M J 0_ J LLJ z < ZZ w J LLJ N J Z 00 Q O N 00 U of C4 � 0000 Z I I Zz w , ,, M 0 Q -i Ln Ln z_ C � z 0 O Lc) e­� w } N Z N N J 0_ Y U (N CITY OF RENTON I]EPARTMENT OF PUBLIC WORKS J 2 Q z APPROVED BY DATE = W LO (3 APPROVED BY DATE V� A�' O v (O APPROVED BY DATE b►� O CONGJJ APPROVED BY DATE O COMPOSITE UTILITY PLAN DATE 11 /20/2018 In ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: Q PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 14 0F:68 m S-392301 W-392301 RI-1319121311141 ►� To E Ws LL z z mil= rr J J Q 0 25 50 00 �o���000000 � �o��000000000�0000000 URI:I111 0- M*01 MA 1000 11 = t1j I vfi;jwi A►1 FOR ALLUIMAT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON CONNECT . ROCKERY I 3 ... DRAIN TO LOCK+LOAD RAIN. I 4 TRACT F WETLAND BUFFER z OPEN SPACE ALONG TRACT LINE. TRACT E \ SEE MITIGATION UTILITIES PLANS FOR DETAILS. FIRE HYDRANT TYP 31�� . O � . .WETLAND D r�2 Y2 �7GOR . CB#42 33Almb Ir w TRACT�zc**** r _011 Vr//� / S T A: 6 + 8 8. 9 Q37 Fl//1% � y YIN _/Awl rAININ1101,10ft..._ r SHARED UTILITY/ 8" SEWER C / - ��.SSMH#19CIO CB 24 1.2" HI H 3' CB#62 CB #64A WIDE ERM SEE / 84 DETAI SHEET 30 4 46 N S # J� SMH 18 73 APPROXIMATE FLOWPATH 12" STORM - :3, CAWETLAND C \ \ 2 OF SPLASH PAD WETLAND B CB#23 I / A CTEGORY 3 it I �� � � \ 83 74 4 76 , TRAACT O 82 FIRE HYDRANT SHARED UTILITY/ / TRACT K 1 ACCESS TRACT- (TYP) i �QRITICAL AREA.. " CB#31 \ APPROXIMATE FLOWPATH ' OF SPLASH PAD �.. R1 4r� \ CB#30 OPEN AS V 1 . CB#26 CB#32 WETLAND BUFFER ALONG TRACT 77 3 PLANS FOR DETAILS. ...... SEE MITIGATION CB#25 78 n 8Q PROPOSED STREET UTILITY CROSSING NOTES: LIGHT (TYP:) PROPERTY LINE (TYP ) _._. .. . WALL DRAIN KEYNOTES: 79 41., Ql CONNECT WALL DRAIN TO ROOF AND FOOTING DRAIN. FIRE HYDRANT. (TYP) 4� CONNECT LOCK+LOAD DAYLIGHT WALL DRAIN CB#29 DRAIN TO ROCKERY DRAIN. BOTTOM FACE OF WALL TO BE LOCATED BY CONTRACTOR SO THAT ENCROACHMENT DOES NOT OCCUR ONTO THE ADJACENT TRACTS. DRAINAGE PIPE 406 1 BEHIND THE WALL TO BE LOCATED WITHIN THE LOTS ASSOCIATED WITH THE WALL AND NOT THE TRACTS. 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE CB#2 00 AND OTHER UTILITY LINES AT CROSSINGS. 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATIONWILL BE OTHER UTILITY PROVIDED LINES ATV CROSSINGS. ELSE EEN SEWER LINES AND VERTICAL DATUM ETHOFOAM PAD WILL BE PROVIDED. CITY OF RENTON, NAVD 88 UTILITY SEPARATION NOTES: BENCHMARK 1. THERE SHALL BE A MINIMUM 10 FOOT FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC HORIZONTAL SEPARATION BETWEEN SEWER AND INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 WATER MAINS AND A MINIMUM 7 FOOT EL=413.38 (JUNE 2013) SEPARATION BETWEEN SEWER AND ALL OTHER UTILITIES. FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) SSMH#14 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION LiPROVIDE PIPE SLEEVE Al LOCATION WHERE STORM PIPE CROSSES RETAINING WALL. SURVEYED: BCE DESIGNED: BJT BK 1 20 1 / / BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT LOT # LOT SIZE (SF) IMPERVIOUS (SF) LOT # LOT SIZE (SF) IMPERVIOUS (SF) 31 5,000 3,250 60 5,951 3,868 32 5,000 3,250 61 5,433 3,532 33 5,000 3,250 62 5,334 3,467 34 5,000 3,250 63 5,200 3,380 35 5,000 3,250 64 5,200 3,380 36 4,960 3,224 65 5,200 3,380 37 5,976 3,884 66 6,374 4,143 38 5,111 3,322 67 5,456 3,546 39 6,617 4,301 68 5,000 3,250 40 5,353 3,480 69 5,000 3,250 41 6,648 4,321 70 5,381 3,497 42 4,750 3,088 71 5,687 3,697 43 5,614 3,649 72 7,218 4,692 44 5,000 3,250 73 6,705 4,358 45 6,036 3,924 74 5,000 3,250 46 5,988 3,892 75 5,000 3,250 47 7,916 5,145 76 5,456 3,546 48 5,000 3,250 77 5,010 3,256 49 5,000 3,250 78 5,000 3,250 50 5,000 3,250 79 5,019 3,263 51 5,000 3,250 80 4,834 3,142 52 5,097 3,313 81 5,000 3,250 53 5,211 3,387 82 5,000 3,250 54 5,211 3,387 83 5,000 3,250 55 5,210 3,387 84 5,000 3,250 56 5,999 3,899 85 5,134 3,337 59 5,718 1 3,717 86 5,463 3,551 SCALE: HQRIZ: 1 "=50' HORVERTICAL NAVD CITY O F IZONTAL: NAD 1983/183/1991 :6 VER: N/A RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY *INDIVIDUAL LOT BMP NOTE: THIS PROJECT IS USING THE REDUCED IMPERVIOUS SURFACE CREDIT TO MEET THE INDIVIDUAL LOT BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED FOOTPRINT BMP), WHICH REQUIRED REDUCING THE ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT. THIS PROJECT IS ZONED R-8. THE ZONE ALLOWS 75% MAX IMPERVIOUS COVERAGE PER LOT. THE DRAINAGE FACILITY HAS BEEN SIZED FOR 65% MAX IMPERVIOUS COVERAGE PER LOT. THE IMPERVIOUS AREAS LISTED IN THIS TABLE ARE COMPUTED AS 65 PERCENT OF THE LOT AREA. SPECIAL NOTE: SIDE SEWER LINES SHALL BE INSTALLED TEN FEET INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION DEVELOPMENT. MAILBOX LOCAMNS 16 SYMBOL INDICATES LOCATION FOR MAILBOX MOUNTING AND NUMBER OF MAILBOXES. SEE THIS SHEET FOR LOCATIONS AND SEE SHEET 41 FOR DETAILS. THESE LOCATIONS HAVE BEEN REVIEWED AND APPROVED BY THE POSTMASTER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RE -VERIFY WITH THE POSTMASTER AT THE TIME OF CONSTRUCTION. JEFFERY HANSEN APPROVED BY: 4301 NE 4TH ST RENTON, WA 98059 Q��yEWA�k�, Nz Z z 423 p �� E DNA LT ��G���, N 11/20/2-01 S � T 2 (N c� U O O D zw I O NLLJ aN M J a J z < ZZ w J LLJ N J Z 00 Q O N 00 U of C4 0000 � Z I I Zz z ,, w, M � Q �LnLn z 0Z O O Ln �� C L Ln w } LLJ N Z N N > J 0_ Y U (N t CITY OF RENTON J DEPARTMENT OF PUBLIC WORKS 2 CL Q � z = W (3 LO APPROVED BY DATE APPROVED BY DATE V� �= O APPROVED BY DATE v NSJ b►� O GO (D O APPROVED BY DATE COMPOSITE UTILITY PLAN DATE 11 /20/2018 m ASBUILT - ALLURA AT TIFFANY PARK FIELDBGOK 0 MAINVUE WA, LLC PAGE: DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 U m SHEET: 15 0F:6g I I I I a� X z 0 C' z Y J Q m a U 1n n N 0 N 0 E a� 0 0 a a I N 0 I Ln Ln 0 i 0 L Ln Lc) 0 co 0') co 0 W INSTALL 4' HIGH BLACK VINYL CHAIN LINK FENCE PER WSDOT i STD PLAN L-20.10-03 ON TOP OF TRAFFIC BARRIER. TRAFFIC BARRIER DESIGNED PER Q RETAINING WALL PLANS. � w z z u Q cL w O 20' MAX HIGH 0- 0-RETAINING REINFORCED CONCRETE WALL Q Q J J Q - - - EX GRADE 26.5' 5' 2' ± 13' WALK w z Q 2'-8" a_ 0. 5' VERTICAL CONC. MIN. CURB & GUTTER 2% 45 w WALL TOE \i�\\ J 4" THICK CEMENT 1.33' WALL CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE. WALK TO BE EXTENDED AND POURED FLUSH WITH TRAFFIC BARRIER. 53' R/W 1 113 ASBUILT ROAD SECTIONS FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 0.5' 26.5' 8' 5' -1. PLANTER SIDEWALK 1' 2% L4" COMPACTED DEPTH HMA CLASS B ASPHALT 1 1/2" COMPACTED DEPTH TOP COURSE 4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS RESIDENTIAL ACCESS ROAD A, STATION 24+22.00 TO 25+65.00 53' R/W I 13' 6' PARKING _I LANE 0.5' VERTICAL CONC. CURB & GUTTER -2% 2%_ 13' 8' 0. 5' PLANTER 5' SIDEWALK NOTE: ALL RETAINING WALLS/ROCKERIES OVER 4FT IN HEIGHT FROM THE FOOTING TO THE TOP OF THE WALL WILL REQUIRE AND BE REVIEWED UNDER A SEPARATE BUILDING PERMIT r x 1 Q 6 0 w FINISHED HOMESITE GRADErf REAR/SIDE YARD FENCE w z J 0 J 1' MIN ROCKERY RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) ' �''>X1 XI —ALL RETAINING WALLS SHALL INCLUDE BEARING PAD ELEVATION A FOOTING DRAIN CONNECTED TO THE 4" THICK CEMENT ] *MINIMUM ROADWAY CROSS SECTION NOTE: CONCRETE SIDEWALK WITH 4" COMPACTED DEPTH HMA CLASS B ASPHALT 4" MIN HMA OVER 6" MIN CRUSHED ROCK 4" CRUSHED ROCK BASE 1 1/2" COMPACTED DEPTH TOP COURSE 4 1/2" BASE COURSE 20' COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS *MINIMUM ROADWAY CROSS SECTION NOTE: 4" MIN HMA OVER 6" MIN CRUSHED ROCK 20' SHARED DRIVEWAY NOT TO SCALE 15' SOILS REPORT NOTES: PRIVATE ROOF & FOOTING DRAIN STUBS HOME PROVIDED TO EACH HOMESITE, UNLESS FOUNDATION ANOTHER CONNECTION POINT IS SHOWN. WALL CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT � ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE NATIVE CUT ROCKERY RETAINING WALL PER DETAIL BEARING PAD ELEVATION TYPICAL ROCKERY SHEET 43 PREPARED BY EARTH SOLUTIONS NW. REAR/SIDE YARD WALL CONSTRUCTION NOTE: NOT TO SCALE GENERAL SITE DEVELOPMENT NOTES: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE LOCK+LOAD RETAINING WALL PER DETAIL SHEET PREPARED BY OTHERS. TYPICAL LOCK + LOAD SIDE YARD WALL NOT TO SCALE HOME FOUNDATION WALL L BEARING PAD ELEVATION — INSTALL 8" POST SLEEVES FOR FENCE - LOCK+LOAD RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) r GEOGRID PER / GEOTECHNICAL DESIGN ALL RETAINING WALLS SHALL INCLUDE A FOOTING DRAIN CONNECTED TO THE PRIVATE ROOF & FOOTING DRAIN STUBS PROVIDED TO EACH HOMESITE, UNLESS ANOTHER CONNECTION POINT IS SHOWN NOTE: WALLS TO BE CONSTRUCTED FROM TOP OF WALL ELEVATION PER PLAN. TOTAL BURY BELOW BEARING PAD ELEVATION WILL BE DEPENDENT UPON PANEL HEIGHT AND NUMBER OF PANELS. RESIDENTIAL ACCESS 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE 1. THE GENERAL CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND NOT TO SCALE SE 18TH ST, 124TH PL SE & ROAD A DURING THE RELATED CONSTRUCTION OPERATIONS. REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR L-4" COMPACTED DEPTH HMA CLASS B ASPHALT 1 1/2" COMPACTED DEPTH TOP COURSE —4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS TRACT N, P, & Q T UI'9JL I..V VI\JL GRAVEL ACCESS ROAD NOT TO SCALE 20' *MINIMUM ROADWAY CROSS SECTION NOTE: 4" MIN HMA OVER 6" MIN CRUSHED ROCK 20' SHARED DRIVEWAY NOT TO SCALE EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS SOILS REPORT: GEOTECHNICAL ENGINEERING STUDY ALLURA 2. GENERAL CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED AT TIFFANY PARK HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL PROJECT NUMBER: ES-3633.03 AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION DATE: NOVEMBER 11, 2016 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AND/OR TRENCHING PROCEDURES. LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO 3 TA(k PREPARED BY: EARTH SOLUTIONS NW, LLC CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING y W o 1805 136TH PLACE NORTHEAST, SUITE 201 OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT,�✓c BELLEVUE, WASHINGTON 98005 UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, (425) 449-4704 SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN o z Z SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE �� 41423 THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. F T E� � OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC �1 SSONA L ECG\ PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO 10' CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES 11/20/201 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMATION SHOWN ELSWHERE ON THESE DRAWINGS, OR WHICH CONSTRUCTION. PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN N 1 REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR w ATTENTION OF THE ENGINEER FOR DETERMINATION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE NOT SHOWN ON THE PLANS. z_ > DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK Z w 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB V) J N OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH w a VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO X z SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF Z a LL z w MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE PROJECT. j N J z 4" COMPACTED DEPTH HMA CLASS B ASPHALT WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE p THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION. ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO 12. GENERAL CONTRACTOR SHALL OBTAIN SERVICES OF A o 00 N r- z 1 1/2" COMPACTED DEPTH TOP COURSE COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN LICENSED LAND m � OO 4 1/2" BASE COURSE 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE 5 () FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC N I I Q w w Z WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. r- � Ln Ln 0 Z PLAN FILES PROVIDED BY BCE. - COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS 5. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY N N .- I I -, Z - w r 6. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. Z > LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE ONO Lz > COMPACTION OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM 6 INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A - TRACT 0 DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF (ASTM D-1557). FOR SOIL PLACED IN UTILITY TRENCHES PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF UNDERLYING STRUCTURAL AREAS, COMPACTION REQUIREMENTS ARE DICTATED BY THE LOCAL CITY, COUNTY, OR UTILITY DISTRICT, AND IN THE OWNER. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CITY OF RENTON `rd. GENERAL ARE SPECIFIED AS 95 PERCENT RELATIVE COMPACTION. CONSTRUCTION. v> STRUCTURAL FILL PLACED WITHIN THE UPPER 12 INCHES OF E�)EPAFiTMENT OF PUBLIC WORKS 2 SLAB -ON -GRADE AND PAVEMENT SUBGRADE AREAS SHOULD BE Q COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. 7 PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE z CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION APPROVED BY DATE '= w PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION V 0 MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE APPROVED BY DATE A' NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF d'b 5J�' PRE -CONSTRUCTION MEETINGS. APPROVED BY DATE a 0 CON APPROVED BY DATE l7 DATE - VERTICAL: % SURVEYED: SCALE: VERTICAL: NAVD 1988 DESIGBNCED: HORIZ: 1 "=50' HORIZONTAL: NAD 1983/1991 ,6R CITY O F ROAD SECTIONS 11 /20/2018 m BJT VER: 1 "=5'R E N T O N ASBUILT - ALLURA AT TIFFANY PARK PA�°B°°K O DRAWN: 2 REVISED PER CITY COMMENT BK 1/20/1 BJT RAG MAINVUE WA, LLC DRAWING NO: I ONE INCH I DATUM W 1 ASBUILT BK 11/2/18 BJT CHECKED: g� g� P 1110112TH AVE NE SUITE 202 AT FULL SCALE Plonnin Buildin Public Works Dept. U RAG IF NOT ONE INCH 7 NO. REVISION BY DATE APPR APPROVED: BJT°' SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: OF 16 68 pp T - 3 9 2 3 n 1 IRPAlpl3 i V1 co co O 0 W v rr a w z z ua Ld LL 0 LL a a a J J a I I I I X z 0 0 z Y Q m 0 U L9 r7 v 0 N O N N E a� 0 0 In 0 I E ry I Ln O L-0 In 0 Ln Ln O 10 1-1 V3 0 0 0 Li EL Z Lu �; i� V�r n� �� V 0 10 20 40 Kamm I SITE PLAN KEY MAP N INTERSECTION SE 18THvSTv STA: 4+32.00 SEE SHEET 38 FOR INTERSECTION AND SIGNAGE DETAILS. CUT IN TO EXISTING 18- CONIC. STORM PIPE AND INSTALL NEW TYPE 2 CATCH BASIN �-• l K? R 375 370 W ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH STREET FOR SPECIAL NOTE: PAVEMENT RESTORATION PER THE CITY OF RENTON ALL UPt.44 AT TIFFANY PARK TRENCH RESTORATION &STREET OVERLAY REQUIREMENTS (C.O.R. MUNICIPAL CODE SECTION 9-10-11) WILL BE APPLICABLE ON ALL FRONTAGE PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, STREETS. (SUBJECT TO FIELD SPECIFICATIONS BY THE TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON INSPECTOR). SEE DETAIL SHEET 44 KEYNOTE QCONTRACTOR SHALL POTHOLE SPECIAL NOTE: EXISTING UTILITIES PRIOR TO FX_ MONUMENT_ CONTRACTOR TO NOTIFY ' R TOTAL WIDTH VARIES 29'-33' 5' VARIES EX PAVEMENT VARIES 15' VARIES 5' 3.5' SIDEWALK 0 5' 1 5 �, 0.5 PLANTER SIDEWALK �qR/Fs� Q I �> _ T VARIES VI 2�-- S = _ —-----------------z---------7 t = T — ----- -__________________ KEYNOTE: FULL STREET GRIND CURB RAMP NUMBER SEE AND 2" OVERLAY SHEET 38 AND 37 FOR GRADING DETAILS. SF 18TH ST NOT TO SCALE ----'- EX. WATER METER TO REMAIN -1 .. — --- --- I TO REMAIN—/ - -E---- ---- ------ 1 IE 18" SD=380.49 w I EX. WATER METER T/P 8" SS=378.84 U- EX. SSMH CA REMOVE AND REPLACE TO REMAIN 6 EX GAS MAINJ LOCATED IN KIRKLAND AVE SE EXISTING CURB/GUTTER/ EX. WATER METER I RIM=381.59 DRIVEWAY AS NEEDED �� TO REMAIN EX. LIGHT N IE = 366.18 (8" E) EX. 6 SIDE SEWER LOCATION PER POTHOLE TO REMAIN IE = 365.89 (8" NW) �� SPECIAL NOTE: EX. MONUMENT. CONTRACTOR TO NOTIFY SURVEY DEPARTMENT PRIOR TO CONSTRUCTION TO FILE A DNR PERMIT FOR REMOVAL AND REPLACEMENT OF MONUMENT. 401 u J — — — — Zia 039 — — TELECOM MUNI ATION 18- STORM A — — — —_ — — — — _ _ _—_ _ _ M — — 3 _ _ — 0 - - „- _ „ - - - - - — — - RIM 49 LT - PUBL.ICi _ - _ _ - „ „ -388.09390 - IEl _ I %ADW. 1 1 ga-to3 PUBLIC - = - 114 , IN I I Win, RT IW SOLID D - - _ RIM_T.Q 7 1 RIM_)G J87 74„ IL 01 92 379. 3 „IE „ 371 „ I- 00 N r- 00 Cl! r 00 00 r- 00 O 00 DD 00 00 c0 00 00 O 0) 00 Ln m 00 O O rn N N rn r7 O � rn 1n rn O� "t OTC Ln rn O Ln rn O� In OTC N c0 rn � Q0 0� 36 4+00 EXISTING SIDE SEWER CROSSINGS: NOTE: SIDE SEWER CROSSINGS PER POTHOLE INFORMATION PROVIDED BY CONTRACTOR. 18" SD=382.68 T/P 18" SD=383.14 OT/P IE 6" SS=383.05 O IE 6" SS=385.54 IE 6" SS @ MAIN=382.40 IE 6" SS O MAIN=385.48 SLOPE=6.96% SLOPE=1.07% A=0.37' 0=2.40' 18" SD=382.89 T/P 18" SD=383.80 OT/P 2 IE 6" SS=384.67 4 IE 6" SS=386.84 IE 6" SS Q MAIN=383.94 IE 6" SS @ MAIN=386.24 SLOPE =7.68% SLOPE=8.00% A=1.78' A=3.04' 5+00 DRAINAGE NOTES: 6+00 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. VERTICAL DATUM 7+00 CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 2 REVISED PER CITY COMMENT BK 1/20/1 1 ASBUILT BK 11/2/11 NO. REVISION BY DATE SURVEYED: BCE DESIGNED: BJT BJT DRAWN: RAG BJT CHECKED: RAG APPR APPROVED: BJT SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 8+00 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM - RCITY OF RENTON Plonning/Building/Public Works Dept. • 11 CITY OF RENTON E�)EPAFiTMENT OF PUBLIC WORKS i ) i i 5 EX. 6" SIDE SEWER LOCATION PER POTHOLE ,p 4 423 p �� F6l ss%NA L 11/zo/zos 2 (n ui c, U O N Z cn J G_ J W z x z W N ,z J Q r-10 O N N N 00 Z U of Z 00 N CO r- 00 j w Z CN Q I I w U-1 in in Z_ 0 Z u7 ~ N �� in N I--,� in Z - W % W N 00 Z 1-1 N N J ll;�l ° J .Q L1 i Z APPROVED BY DATE W �R 0 APPROVED BY DATE v APPROVED BY DATE bA CONSJ APPROVED BY DATE v ROAD AND DRAINAGE PLAN AND PROFILE D 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 17 OF:68 ffimmmmmmm 0 U (n 0 N O N ai E 1= 0 0 U) 0 I N P ry I Ln Ln CD 0 0 Ln Ln O 0 0 0 CD Q LU i- -� TRACT hAl ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST � WETLAND BUFFER FOR 20 ALONG TRACT LINE. SEE MITIGATION QTURA 0 10 20 40 p / PLANS FOR DETAILS. i /L AT TIFFANY PARK momm % mJ� WETLAND E �' I PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, as CATEGORY 3 SPECIAL NOTE I'. TWP.CO CO C 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASH�INGTON EX. MONUMENT. CONTRACTOR TO NOTIFY j �.� TRACT B. R M=400.90 i CO R M=406.90 RIM=410.90 " SURVEY DEPARTMENT PRIOR TO CONSTRUCTION I 1. / IE=397.90 (6") I RIM=403.3 IE=403.90 (6") IE=407.90 (6") TO FILE A DNR PERMIT FOR REMOVAL AND.. ! i� 400 90 I IE=400.300(6 )403 406 90 4 0. REPLACEMENT OF MONUMENT. �/ CO ' .30 CO 10 \ �G �S'• �' RIM�400 90 I RIM=410 90 KEYNOTE: SPOT ELEVATION AT O1 BACK OF WALK, CENTER OF DRIVEWAY. lil CONNECT WALL DRAIN BEARING PAD TO STORM LINE. Co RIM=414.70 ELEVATION (TYP.) IE=411.70 (6") CO CO RIM-418.20 r RIM=414.70 IE=415.20 (6 ) IE=411.65 (6") CO CO 414.70 A RIM=418.20 RIM=414.70 1E.=415.15 (6��)418.20 it 425.60 ,cam �•.. ✓i �� - I " IE=41 1.55 6( ") i IE=397 80 (6") I i IE=407.85 (6 i - ,p ' \ a \ 407.60 BEGIN TAPER' ,�. t > i1 409.87 : `� 1 MATCH EX: ��-_.�- I ,,_`` �,.� ,\\ _ lol s .--------------------- ------------------------- - a e ° w ''------'�- EX.CB f8 b \ \ Lu 0 = EX. 1_ Sp ------ --- / Ln q�i' `: C:B�k13 psi i. 8„ WA1 R , p ..-' EX. CB ' 5 0 / w W �/ . W - _ SD _ 24 LF ,12': pl 1 - / - - , �' .. W,- o \ \ \ 8" SEWER \\.. Q ■ -1 EX. 8" SS 2 o \ \ P 1 \ \ \ 212 \ W EX SSCO 2 F 3 ('I' - Z' CB$4 76 LF 18" LCPE CB�kS cEM 2 J-----------_------,-- --_ ;a X. ' -- ---- --- ------ ° o ■ REPLACE EX. CURB/GUTTER/ I EX. CATCHBASIN I � \ DRIVEWAY AS NEEDED IAND 8" STORM TO BE REMOVED --.- I --" ■ 2 TRACT A �� FULL BEGIN TAPER MATCH EX. STA. 10+50.01, 21.50' LT REMOVABLE BOLLARDS STREET AND RT END TAPER SEE DETAIL SHEET 42 OVERLAY 415 410 405 Efl 395 375 370 4 .4 /.. 401.69 �403.36 •RIM 401 00 I I R M=403.94 IE=397:.95 (6") 401.00 '.. Q0 IE=400.20 (6") 404.30 CO RIM=403.90 RIM=401.00 IE=400.40 (6") IE=398.00 (6") \\--BEARING PAD ELEVATION (TYP.) ■ ------- 1 --- / o_■ oT0 1 - -' O c� ■ 1 LOW PT STA = 10+00.00 o+ 0 1 1 r PVI STA = 11 +00.00 ■ PVI FLEA/ = 3M.03 � ■ 1 Lu_/ K = 8.57 ww1 LL_ 200 VC ! ■ HSD REQUIRED = 169.7CO o o00 HSD PROVI ED = 171.4 ■ W EXISTING GRADE / ■ 1 Q r- PROPOSED GRADE 00 0 @CENTERLINE �/ @CENTERLINE o^ 1 ■ M vi Li U ■ U > c~n w m _ t 1 I 212 1.00% 1 �3 LF 30" LCPE ■----------f- EX. 8-WATER-R- - 2 = ■ '„ TORM� �X'� EX. 12" STORM EX. STOR 8" SEWER ■ a 2 Cam. TYP 1 PUBLIC ■ " SEWER -- - _ STA. = 10+ 2.54, 12.17', LT RIM = 398.89 _ 1 IE _ (6" 396.59 1 (PUBLIC) IE _ 24 LF 12" „N) (12 S) 396.17 I @ PUBLIC ■ 71 0.5 5& LF 18" LCPE @ 6:9�£ ■ CBM2 TYP 2-726 PUBLIC STA. = 10+ 2.54, 12.17', RT 1 4 TCB*5,TYPE 1 EX. CB N 2-48' PUBLIC EIM=- 12" N4 394.86 STA = 9+44.26, 5.07', LT STA. _ 1 A+64.56,, 14.16', RT 10+21.76 IE _ (30" E) 392.71 1 RIM = 396.63 RIM = 397.33 397.20 IE = 395.3 (6" S) a IE = 390.92 (12" W) IE = 383.5-3 (18" SE) 383.38 IE _ (30" S) 392.89 m 1 a IE = 390.92 (10" E) IE = 383-53 (18" W) 383.40 ■ CBt4 TYPE 2-48' PUBLIC EX. CB STA = 9+48.78, 14.75', RT STA. = 9 F85.65, 1.80', LT M= 397.06 SE 18TH STREET EXISTING ; W/ BI-DIRECTIONAL VANED GRATE E396.31 392 16 (10" W) RESIDENTIAL ACCESS @ CENTERLRNDE IE = 383-96 (18" E) 382.96 IE = 392 63 (12" NE) HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED PROPOSED GRADE 1 a IE = 383-09 (18" W) 382.96 IE = 392.18 (12" S) @ CENTERLINE ■ 00 00 O O � n N LO D rl to It � - I CD Ln CD c0 � m O� ^ m � O� n m 00 0) 00 m n 00 O 0 M O Cn O C O O N M O O C) 9+00 10+00 DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 12+00 / CBI15 .24 LF i 12" 'LCPE \\ C a i ° i P i c 1 ' ` 407.01 �r.. ai JwrCO RIM=407.00 ee- 411:70")407.70 RI 96CO.�E=403.20 (6 \ \. RIM=407.00 co 103.50 (6") RIM 41073 4� 415 425 410 420 405 415 400 410 395 405 390 400 385 395 380 390 375 370 w 4-11,32----- 1, For Al L7u �� °y..IW . \4 A I y \ ° ° / / f Ir 414.80 n1 '�l r r�RIM=415.80 CO IE=412.80 (6") 415.80 RIM=415.80 IE=395.96 (6") CO. 418.80 RIM=418.40 IE=415.40(6") W o� ■� N OW qq o ■♦^ r "11 DI \\ Z H \ J co ,. 1 a °d I H ` 421.30 .60 CO RIM=422.30 CO 422.30 IE=419.25(6") RIM=422.30 IE=419.30(6") ' 1E=396.50 (6Q C° + HIGH PT STA = 14+54.13 HIGH PT ELEV = 423.36 PVI STA = 13+54.13 u PVI ELEV = 418.36 ■ m ■ 200' VC ! EXISTING GRADE SSD REQUIRED = 169.7 1 @CENTERLINE SSD PROVIDED = 321.5 _-------- � - ,-- - �o + - / ■ C4 / Lii / / PROPOSED GRADE Ln / m @ CENTERLINE / / m 1 � �,-- :::w 3� W Z e� 16. 4� 1 U 1 � 4 1 IW !■Z J 1.00% 153 454 D/ LF 30" t£-PE 1.00% @ $91sf (PUBLIC) ■ � LF 30" LCPE @ $% (PUBLIC) C0144 WE-1-54' TYPE 2 CM TYPE I (PU ■ �NIANFKXE (PUBLIC) STA = 12+95.40, 12.17', RT RIIA 413.29 413.40 ■ -EXISTING GRADE RIM = 41:3.29 413.38 IE = 411.13 (6" N) 410.98 @ CENTERLINE IE = 394.74 (30" E) 394.75 ■ PROPOSED GRADE IE = 395-7i (6" S) 409.71 2 LF 12" LCPE @ &.-2-2 r PUBLIC 2.63% ' @CENTERLINE IE = 394.74 (30" W) 394.8500 O Cfl tD nl O 00 N 00 OM to O� 0? N 4 O CO C) O C 04 Prj N Lf) N CO O I� N Cn N O N �� C) �� V 1 12+00 UTILITY CROSSINGS IE 12" SD=395.98 IE 12" SD=409.86 1 T/P 8" W=394.98 3 T/P 8" W=408.86 QIE 12" SD=395.29 Q IE 12" SD=408.96 T/P 8" SS=390.87 T/P 8" SS=393.00 SURVEYED: BCE DESIGNED: BJT BK 1/20/1 8 BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 13+00 SE 18TH STREET RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Plonning/Building/Public Works Dept. 425 420 NO PARKING SIGN INSTALLED PER 0 DETAIL ON SHEET 45. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ElROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). SITE PLAN KEY MAP a EXISTING SIDE SEWER CROSSINGS NOTE: SIDE SEWER CROSSINGS PER POTHOLE INFORMATION PROVIDED BY CONTRACTOR. T/P 18" SD=384.61 1 IE 6" SS=387.71 IE 6" SS @ MAIN=387.59 SLOPE=1.40% A=3.10' T/P 18" SD=384.90 2VIE 6" SS=388.28 IE 6" SS @ MAIN=387.89 SLOPE=3.99% A=3.38' CONSTRUCTION RECORD 415 DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN 410 EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 405 .� T A� k o Z z 400 4,423 p �� �FSS�NALIE�NG��� 11/2.0/201 395 2 N ui cD U z> 2 w o gN w J a� 390 Z X Z w < CN a� J Q PO N N O N 00 Z 0Z 00 � 00 W W CN I I Q w Z n u7 Ln 0 Z _ v N N 11-1 1­Ln Lin1 Z - W W N 00 Z N N LLJ J W Y U N 14+00 N ° CITY OF RENTON � J saw [DEPARTMENT OF PUBLIC WORKS 2 Q ♦ i Z W APPROVED BY DATE APPROVED BY DATE fR c� APPROVED BY DATE b� v O CO�yJ APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE D 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK MAINVUE WA LLC PAGE: DRAWING NO: , 1110112TH AVE NE, SUITE 202 �! BELLEVUE, WA 98004 SHEET: Jw OF ww cd U IRI 31912131118 co N m co I 0 W Y rr Q w I z z u Q o w 0 H 0 w Q Q rr J Q I I I I x z 0 c� z Y J Q m 0 U n CID N 0 a) E 0 0 V) 0 I N E ry I Ln Ln 0 L� 0 0 Ln Ln O Q0 SITE PLAN KEY MAP NTS ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH STREET AND TRACT E E sHE� 23 SE vyA�oN � ■ F �R c° ■'W:' v I� 7 / 425.60 47 Z9. L 12" LCP 1 ♦ - 8 422.30 mom 435 425 20 SEE SHEET 24 FOR CONTINUATION CO IM425 20 0 E(6") ALL URA AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, ��0' 0 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON �1 N SEE SHEET 36 FOR CUL-DE-SAC GRADING DETAIL. --- 1 +- -td L.I ~NWCnU ■ j w 6 415 ■W IW■ 1c■ 410 •W 1cc IW 'z 405 1 1= 'U 1� 1� 400 46- LF 30" tE @ Q } (PUBLIC) /SAC JC��.• TYPE 2 ■ HOLE (PUBLIC) 1 STA = 30+47,25, 12,17', RT RIM 1 = 424.28 424.42 390 IE = 394-.54 18" E 396.35 IE = 39:7.97 (24" S) 397.10 ' IE = (3(�" NW) 396.59 7'4 LF 12 LCPE @ 20-9G•% CB#49, TYPE+LI$' TYPE 2 25 18.56X MANHOLE (PUBLIC) CB1t16 TYPE+54' P£ 2 STA = 14+49.77, 12.17', LT RIM = 422.96 42101 STA. = 14+49.77, 12.17'. RT IE = 482.52 (12" E) 40181 RIM = 422.96423.00 IE = 482.52(12" S) 40239 IE = 397.65 (12" N) 397.75 IE = 39615 (30" SE) 396.35 IE = 396..15 (30" W) 396.25 v to 00 LO � 415 410 STA = 15+40. 0, 12.17, LT RIM = 4z`'45 27.42 ■ IE = 424.95 ( NE) IE = 424.45 (12" SW) 424.28 O ■ ■ 3 24 LF 12" LCPE @ z19s99`:!r PUBLIC 8#33 TYPE+4W TYPE 2 W ■ MANHOLE (PUBLIC) W S A = 15+40.90 12.17', RT = ■ R M = 4z27.45 427.50 ■ 390 W I = 9.5 (12 NE) 423.44 W ■ ^ ` = (18 W) 404.50 (n - 385 EXISTING GRADE _ ■ @ CENTERLINE ■ PROPOSED GRADE @ CENTERLINE 380 o t IR � Lci t r, CN N CN 04 CN � 15+00 SE 18TH STREET RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED UTILITY CROSSINGS QIE 8" W=420.36 T/P 12" SD=402.58 QIE 12" SD=398.91 T/P 8" SS=394.65 QIE 8" W=421.25 T/P 8" SS=397.90 QIE 12" SD=398.53 T/P 8" SS=395.90 QIE 8" W=420.76 T/P 8" SS=397.80 © IE 12" SD=423.41 T/P 8" W=422.41 QIE 12" SD=421.17 T/P 8" SS=419.02 ®IE 8" W=420.36 T/P 18" SD=401.60 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION KEYNOTE: ®X CURB RAMP NUMBER SEE SHEET 36 FOR GRADING DETAILS. 00+ZZ 5' WALKING F' DATu 4" CONCRETE 2" TOP COURSE 5' WIDE WALKING PATH NOT TO SCALE KEYNOTE SPOT ELEVATION AT �1 BACK OF WALK, CENTER OF DRIVEWAY. �j CONNECT WALL DRAIN TO STORM LINE. 5' WIDE PAVED NO PARKING SIGN INSTALLED PER [El DETAIL ON SHEET 45. PARKING • l WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ElROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). TRACT D 1CT f \\-TRACT F ck CL EXISTING GRADE @ CENTERLINE ru o uILL W J - - - - - cr / / / / / EXISTING TLHLINL 'a CENTERLINE GRADE Ln I"D 00 O PO CO � r7 I� 00 Ln M r7 n Q0 00 '6 M r7 t0 0j M 0) r7 N (.000 Dd r7 O t0 Q0 O � 00 Lo N 0-)LO N � to to4 Q0"I � � 4 .4- r- 4 � to cn r7 'i 4,6 � � M ,W O Ln � O O 'i '�t 50+00 51+00 TRACT E PEDESTRIAN ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS VERTICAL DATUM NOTED OTHERWISE. CITY OF RENTON, NAVD 88 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE BENCHMARK ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. FOUND MONUMENT IN CASE LEAD PLUG & TACK NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRAWN,RAG BK 11/2/1$ BJT CHECKED: RAG BY DATE APPR APPROVED: BJT IN 4 X4 CONC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) SCALE: HORIZ: 1 "=20' HORVERTICAL: NAVD IZONTAL: NAD 1983/183/1991 C I T Y O F VER: 1 "=5' RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works [ IF NOT ONE INCH SCALE ACCORDINGLY SITE PLAN KEY MAP I NTS CONSTRUCTION RECORD 0 DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN 445 EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 440 y 3, T A� k W zZ 435 41423 0 �� �NAL�������� 1-1-/2-0/2-01- 430 N 2 c, U z> � Z � O Q0 (n J J w X aI­_ 0 52+00 Iz J z Q N r-10 N O N N 00 U Z 00 N rn cfl 00 Z ww CN I Q 07 I Z Ln c� Z Ln w } u7 u7 w N 00 Z N N J Y U N N° '0�, . CITY OF RENTON J � sd� DEPARTMENT OF PUBLIC WORKS 2 APPROVED BY DATE z W APPROVED BY DATE V0 ,`�_ APPROVED BY DATE bA v ° CONSJ APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE DATE: 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK MAINVUE WA, LLC PAGE: DRAWING NO: pt.1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET Jw OF ww �■[f�f�]f�[fBflf� N co I 0 W v rr Q w n z z u Q w LL 0 0 LL a rr J Q I I I I a� X z 0 0 z Y J Q m 0 U In LL rn �i 0 N 0 E a� 0 0 CT a a I E I Ln 0 0 Ln Ln Ln 0 L9 1-1 V) 0 0 O c0 Li Q EL Lu �; i� DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMAIRKFOUND MONUMENT SE LEAD PLUG &TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) CO I I RIM=430.80 IE=427.80 (6•)� CO RIM=428.60 IE=425.60 (6•) 20 428.60 423 %woo.' i --1 • 445 4W 425 415 ' K• ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH STREET FOR ALL UlM AT TIFFANY PARK 57 PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 219 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTYSTATE OF WASHINGTON C CO DI\I-AiZ MiLA_A 2A nt%- rri I - On I� # BEARING PAD ELEVATION (TYP.) CO RIM=433.90 IE=430.90 (6") BEARING PAD ELEVATION (TYP.) CO RIM=4'A'A A0 It=4.)V.OU kb J CO RIM=433.60 IE=430.60 (6•) KEYNOTE: NO PARKING SIGN INSTALLED PER SPOT ELEVATION AT �p DETAIL ON SHEET 45. PARKING O1 BACK OF WALK, CENTER WILL BE PROVIDED ON THE OF DRIVEWAY. OPPOSITE SIDE OF THE STREET. EROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). CO RIM=433.60 IE=430.60 (6") CO RIM=433.60 IE=430.60 (6") 27 433.60 433.63 \ D CIV D D • ° D,a CO LZO D. D 52 • 433.60 � ■I � ■I � IFI � ■I � IFI � ■I m mm IFI mom mom IFI ME I ii � - 111111 l��Zlf :14�p ld�l1 . - ��■ ■ ■•I m m ILI •• om i ,-•-• •: i1w M mi.- mom =111110i- - -I■1■1� ��■ r� ■ ■m -1■1■II A• II.1■III•i��l■ ■ "�-Ill �- ■I■1■1�\ - ■1!Ii11I1•�� II.1■III•_ awl■ om � ■I■ 1 ■ I I>•L1 -■■III11� ■■ 111 v r r I>• I>•111;1 I II11II��■■ ��■� om ■ i _� ■1■1■II>•"` "�� " ■1■1■!III- � ���'�" - �■■1111� �II•IL!���■■ �! �i_�� III■ I I'I �' a i�=_ - �■■ 1111 �- � ■ �J Il--■� IFI �_ 1�■IP'i1�I ��G���� ��IL■I1-_�■■ ■ ■■■■ m m �■■II•�Imm mom 11�/ 'AAW■■��■■ ■ 1 T7 � - '�����-i\ �I)■1■ram II•■■II•�■■ ll`14 m II•■■II• m■ ��-0 I1•■■I1•�■■� - •k! 1 T�II'- 1■1■■ ■I■■� Il•■_II R!"� Ii:rAw-1iai�_LAW. �� I■1■J� �■I_■�J� I�Trli■S!laiJ�•r� fl _�_si■_� M� II■1■■� 00� II•■■� IFI _ Tim m MIMI■■ 0 0 0 0 m-m-m- -m-m Im_ ■■III ■Ifl•m 15 ■■II• ■ I C-� I■I■■IIs�■1� " _ IFI lio■ mI■I■IlI>fi'� - - ■■ems-�� II•■■II• RM �f� ■'psi■_� -_ - r.R'3�1>ALy■ ■■� 11��!_1'�1'*l. �! 1 J i � � - I)/■■� -� :If'- II�J!!A �IIt'3Li2�i i i i A 1il■ iI■■■� ■ r �I■■� - - 17•I � ��-■■� ■ - - - �WL�Sliz�ui��c•LrJ��L1>,l��iK:+_u�J f� MAI%�` 3L-=Ml !C�/RV:�-I>•I1ciY� - ■«.r_.��.>L+�e�..a•.�,,<.,:,ti�� ��J l-A I � � II��/l�/� II•■;�L�l�::`.,;:::Zlr1l�1� ■ _ l� � �r�:a�v��•���"--- •�� 111 FI n� Iltt�'��:��I II•■I��. ■��-:.�r`�il� �� 'i tl 1�� Tom- II•/r�w�r� II• I>•■I�. •>•�•�. mow: �L`1t�lii - • sI>/� II•■iifi' •- I71/- _- T�-ilSai� II•f�Z!>r�i,LrPF i7i.,; QiTR - - �c:1■%df16 12.17, - 41 ->• �Ii:1"l�Clr� I>•��%-..�:•1■lu��: >t'- T :' ....,;,4t., 1 � 1 �iClr- �'�/I=�S�IL'�X�1L•L`�1��L1ill�i•Idll��•I ��II/- l ��,`�:�•::;■fFa■,171Lb1G>�f: all -0 L•l ■ 11 Ihl ■ ■ 1 041 m Zl'��rr4oka■, '=AM 1 --dilri:>�1�14; =SENSE_n�1�1u:1�:1•i�i��� �y �_ y,`+y III<ZK�II�lL`1■ ,■I,I r • _ � 1 I4•l[L•SV�ll�4t4•lll�■' 1 III�;�•11•��X•Ilifl•1R;--= L IM =1fxii'j- 1■-;_Luwwli�l.`�'::'.:X ■J 16+00 n+W 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT 445 4W El R51 425 � f 415 18+00 19+00 SCALE: VERTICAL: NAVD 1988 HQRIZ: "1 "=20' HORIZONTAL: NAD 1983/1991 Cl T Y OF VER: 1 =5' RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SITE PLAN KEY MAP a UTILITY CROSSINGS: QIE 12" SD=428.18 T/P 8" W=427.18 QIE 12" SD=427.70 T/P 8" SS=422.00 QIE 12" SD=429.99 T/P 8" W=428.99 QIE 12" SD=429.62 T/P 8" SS=424.05 QIE 12" SD=429.57 T/P 8" W=428.57 ©IE 12" SD=429.03 T/P 8" SS=424.54 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. y 3• TA�k � c Q Z � o z o ,p 4 423 p �� ssIONALT��NG���, 11-12.012.01 f (n LLJ 2 0 U F- z> V Ld N U) Q J J w a < X z z w L W N J Z Qr-10 N N O N 00 U � Z 00 N r j Z CT1CO ao W W CN I I ui Q Z 3: Ln Ln c Z LO C4 C4 w } Ln Ln Lw N Z N N J 00 LLj CITY OF RENTON J E�)EPAFiTMENT OF PUBLIC WORKS 2 Q L1 APPROVED BY DATE ♦ Z i W APPROVED BY DATE APPROVED BY DATE v bA ° CONSJ v APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE D 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: MAINVUE WA LLC PAGE: DRAWING N0: 1110112TH AVE NE, 1SUITE 202 LL! BELLEVUE, WA 98004 SHEET: 20 OF:68 U IRI-13191213F2101 LLJ Q z U Li D 0 a_ z 0 0 z Y J Q m 0 U 0 �i 0 N O E a� 0 0 a a E m i Ln 0 i 0 i Ln Ln O Q0 i V) 0 0 0 Li < Lu i� N � co 0' � O '� 0 10 20 40 ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH STREET ��' ROOFEANDW OOTNGIDR N. KEYNOTE KEYNOTE FOR CURB RAMP NUMBER SEE SPOT ELEVATION AT NO PARKING SIGN INSTALLED PER @ SHEET 37 FOR GRADINGBACK OF WALK, CENTER DETAIL ON SHEET 45. PARKING DETAILS. OF DRIVEWAY. '!' WILL BE PROVIDED ON THE ALLUPt.44 AT TIFFANY PARK OPPOSITE SIDE OF THE STREET. PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, Nf�TLA►ND D/ 0 ROAD NAME SIGN INSTALLED PER � / U DETAIL ON SHEET 45. BEARING PAD TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON // NOTE: ELEVATION (TYP.) SEE SHEET 19 / FIELD LOCATE LOW POINT PRIOR TO ......• EXACT LOCATION AND NUMBER OF SIGNS TO Q o q _ 29 FOR CONTINUATION INSTALLATION OF CB�67. COORDINATE TRACT G BE CONFIRMED WITH CITY INSPECTOR PRIOR SITE PLAN KEY MAP 2.8 30 :32 � ■ ME ■ ME ■ ME! ■ ■ � ■ �■ m CO i WITH CONSTRUCTION :INSPECTOR. TO INSTALLATION OF ALL SIGNS (TYP). 434.30 435.5 i CO 436.90 438.}.039.00 RIM=440.30 CO cO 33 h �4� 2� i i RIM-436.90 4333.60 i CO CO I . -- " RIM" 438.10 CO - CO 439.80 IE=437.30 (6") 34A \` mJ ............• i RIM=434.30 : RIM=435.50 i IE 433.90 (6) IE=435.70 (6) RIM-439.00 TRACT E ° :: RIM=439.80 CO 440;30 �' CB*67 ALONGARACTULINE M i IE=432.50 6 i CO CO IE=436.00 (6") i'� SEE MITIGATION i40 • "' IE=431.30 (6") ( ) i BOLLARDS (2) , ..• IE=436.80 (6") RIM=440.30 i i RIM=436.90 RIM=438.10 PLANS FOR DETAILS. i „ (TYP) IE=437.20 (6) i :' \ ■ � i IE=433.80 (6") IE=434.90%'-(6 ) I. W--------------- 1 D , 3 i 1 4 4.56 1 J 1 437.18 -�4 7.\�O .. 1 1 1 1 439.93 �� 440.22 1 18' _ -- `�-------------------------------- �� ------ ■ N 01Fell22 \ l� FOR . .0 p p. p 'p D D D D' •'.p.. D R D D D D D' D \I D ..D p \ ° p .D p p D° 0° •• p D °,..�\ p o D D 0 D 0 b Dp D ..•pp \ o D° ° \� p .. y p p D \ CB#42 D D D ° �\ `�� �e�I ' ■ p ♦ 3 Z o =■ �, S 1 H TREET // 8" WATER P 96 LF 18" LC E - 6 ! w qq 0 cA -W W W �W- W -W- LU N 4 W� o, o 1 2 /� . N 19 3 4 b'Np, w i254 LF 12" LCPE I 0 CD W { - ^ - ••, (�■> \\ o \ 8" SEWER o 8 O ; W F- a P \ 24 LF 12" LCPE C 1 \\ 182 \ ♦ ♦ 64 Z cn W.\ 94 IF " \ \\+ LF 12" LCPE CB�k43 \ ♦ ♦ a Era LF 12" LCPE J J D D D , ' '�,''1D^I'.+ ''' '^o ' ' o^' ■ co .p p // ■F- Up p D p . D. . °;.p ° p •• p. O p . p D D ' '0 ,p D ., ° , D D" I ° . 0.. O p " p p D p p � / / ' ., .. / • .. •, O .I 8 � . D 0 ...p D D ,. D D . D ' ' D D ' p .0 D D • 15 ■ _ S SHEET FOR -- ^� a � 1 433.99 .: 'i L4344.44 P r� , , , - - - - - �- - 436.29 1 � p • • INTERSECTION 7 • • � • 16 . 44 :. 1 441.18 1 ........ 437.06 1 ti 438.61 1 4 1 u• :. �■ GRADING DETAIL. 1 ......... ....................................... . CO ° C p S R M=440.80 CO BEARING PAD CO i RIM=441.60 ELEVATION (TYP.) 52 51 RIM=437.40 EIM435 400 6" 47 RIM=439. O : � ► IE=437.30 ' f fi") 42 1E=438.50 (6") 433.60 434.70 i � • 50 IE=434.30 (6') 49 48 ( ) 439.40 441.30 41 IE=436.30 (6") 43 CO CO 436.10 CO 437.40 ! 438.40 CO ■ ;��. . ■ ■ ■ ■ , �� 44.0•80 CO R M=441.30� RIM=441.60 „441.6 CO RIM=436.10 RIM=437.40 RIM=439.40 SEE SHEET 28 RIM=440.80 IE=438.60 (6 ) IE=433.10 (6") IE=434.40 (6") IE=436.40 (6") IE=437.80 (6 ) RIM=434.70 TO CONTINUATION a Q Q Q J 450 450 _ "5 = 8+50. 445 432.3- CN Lu W 440 - 440 - - - - - - \ 7 %(PUBLIC)435 ■ \ " 430 _-- uBu 430 y 3.TA�k Y c o Z z p ACj „ o ,p 4 423 p �� �NA�T� CIN _W. - y - 425 425 11/zo/zos _ "fj 420 420 F- O U' w z - Z � Z UJ N T C C I r "SIA + RESIDE'� _ ` - IE _ STA.- +00. ' _ _ ,._ " SE) 96 _ " 415 Lo 00 _ _ _ 00 1�00 p CO qt I„7 00 p qt nO CO rn 415 00 t0 � W X z W N Q rr) N N N 00 o0)�0 N 1 1 Q N N ^ ^ ~ Ln Ln N Z N N Y ii J < ZZ W 0 U �_ �z w W z ZU Z W I j U (N Q - C �/'� T „ 00 00 rn _IE _ 00 rnO Qj C6 M � n N cfl� rry CO I'n W) Qj Ln r7 �"� r-PROPOSED GRADEO r- 4 4 M I'n v O cflI\ 00 c0 W) rn O �O 00 4 n rn M NI\ 4 co r7 rn �00 M CO M I'n v M cflN Nj I� Ih ff') } I- n00 Z '6 I'n z LO NM u•j r7 Ih O 700 (6 � M I") CA rnr7 '6 M I`7 LO ^ CO NJ I.'O �♦ ^ �� ^ OJ rn �� 00, 00 07 rn n N Q0 �"� I\ �t� 0) C6 Ir) rn I� �00 pj co r7 I•n 00 N p CO rn 00 N �It O CO rn 00 rnc0 p C6 rn 00 N �� Cn �"� 00 cV 0) rn 19+00 DRAINAGE NOTES: 1 • STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 20+00 VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE , ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24 2014) 21+00 22+00 . UTILITY CROSSINGS: T/P P 12" 8" W=433.32 A T/P IE "8W 4 .10 1 A T/P P "1 W 35.50IE 29.60 T/P " SD 4311 9 Q IE 12" SD=433.56 Q IE 8" SS=430.64 © IE 12" SD=436.64 8 IE 12" SD=433.41 T/P 8" SS=429.62 T/P 18 SD=429.50 T/P 8 W=435.64 T/P 12 SD=429.35 SURVEYED: SCALE: BCE HORIZ: 1 "=20' CONIC DESIGNED: VER: 1 "=5' 1857 BJT 2 REVISED PER CITY COMMENT BK 1 20 1 BJT DRAWN: / / RAG ONE INCH 158TH 1 ASBUILT BK 11/2/18 BJT CHECKED: AT FULL SCALE RAG IF NOT ONE INCH (JUNE NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT 23+00 24+00 CONSTRUCTION RECORD CITY OF RENTON �GN DRAWING DEPARTMENT OF PUBLIC WORKS J� �2 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE Q z APPROVED CONSTRUCTION DRAWINGS PREPARED BY APPROVED BY DATE 2 BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN �R EPROVDIDED ON TO THESE LECT ASBUILTINFORMATION APPROVED BY DATE V� JvF RECORD CONDITIONS.DDRAWINGS IS AE COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD APPROVED BY DATE b� o CONS REVISIONS. APPROVED BY DATE DATE: VERTICAL: NAVD 83/1 CITY 0 F ROAD AND DRAINAGE PLAN AND PROFILE 1 1 /20/2018 HORIZONTAL: NAD 1983/1991 ,� ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: =u MAINVUE WA LLC PAGE: RENTON DRAWING NO: DATUM g/ g/ P 1110112TH AVE NE SUITE 202 Plonnin Buildin Public Works Dept. 7 BELLEVUE WA 98004 SHEET: _J OF: � 21 � LL a Lrl Lrl T C z 1 LL CC R-13191213121 co N M co O 0 LLI rr a w n z z u o aH w 0 H 0 Q Q rr J Q 6 0 U Ln rri 0 N O N \ E 0 0 0 a 0 I Ln E I O 0 Ln O (.0 i \\\\.\\\\\O\\\\\\\ E 41` 441.60 ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST AND TRACT P CO RIM=441.30 IE=438.30 (6") BEARING PAD ELEVATION (TYP.) FOR ALL UPtA AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON TRACT I CO RIM=441.30 IE=438.20 (6") SEE SHEET 40 FOR CUL-DE-SAC GRADING DETAIL. N 00 W z+ to L� 1'n - J N +N 3 a L,N IT IT O to PROPOSED GRADE a ii 0 CENTERLINE Nw EXISTING GRADE W 0 CENTERLINE >- M " (PUBLIC) 1 LC 1.7130 �}8sfo (PUBLI) LF 12" LCPE 1.019' 1 CBM TYPE 1 PUBLIC CB#48 TYPE 1 PRIVATE STA = 25+7s.00, 1.68', RT STA. = 24+44.03, 12.17'. LT RIM = 443-89- 442.81 RIM = 44.1.48 441.39 IE _ 44� (6" SE) 438.25 IE = A4&. g 6" E 4J8.66 IE = 4-38-9•1- (12" W)438.15 IE _ 438.-48 (12" sw) 438.39 CB#47 TYPE 1 PUBLIC 26 2+ LF 12" ILCPE 0 O +% (PUBLIC) W/ THRU CURB INLET STA. = 25+ 13.38, 72.671, RT CB, PE TY2-48' I RIM = 449.47 44048 STA. = 24+44.03 12.17' RT I-DIRECTIONA VANED GRATE RIM =1-48 441.36 IE = 447.49 (12" ) 436.54 IE = 43+8 (12" NE) 43821 IE = 4z37.99- (6" S) 437.08 IE = AZTJJ-4V (12" S) 435. ? IE = 4z37.49 (12" ) 436.54 IE = 435.48 (12" NW) 435.62 EXISTING GRAD PROPOSED GRADE HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED 0 CENTERLINE t000 N 0a0 p O� N N Cn � r7 nj Cn O O O O 445 C�Z�] 420 25+00 26+00 455 445 Q5 430 SITE PLAN KEY MAP a UTILITY CROSSINGS QIE 12" SD=438.27 T/P 8" W=437.27 QIE 12" SD=437.82 T/P 8" SS=434.40 CV v 0 W� °O Z + PF "' OPOSED GRADE 0 CENTERLINE Ln � N N� 1.25% � J NW EXISTING GRADE C�3 CENTERLINE - - - - - - - - PUBLIC) 12" LCPE @ � LF ; 1%( g4 TO CB#47 " SEWER THIS SHEET E4i TYPE PRIVATE TA. = 25+76. EXISTING GRAD 0, 1.68', RT Q CENTERLINE IM = 443.89- 42.81 E = A Z� (6" SE) 438.25 PROPOSED GRADE 0 CENTERLINE E = 438.91- (12" W)438.15 CO Ln Ln 09 0-)M OR � N 1- M 00 CN l N p^p p 00 r7It Cn � - Cn � � nj O � � nj O � � Kj O � O � W) O � raj OL SURVEYED: BCE DESIGNED: BJT DRAWN: 2 REVISED PER CITY COMMENT BK 1/20/1 BJT RAG 1 ASBUILT BK 11/2/18 BJT CHECKED: RAG NO. REVISION BY DATE APPR APPROVED: BJT TRACT P SHARED DRIVEWAY AND UTILITIES HORIZ. 1 "=20' - VERT. 1 "=5' SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DATUM Cl"AR TY OF RENTON Plonning/Building/Public Works Dept. NO PARKING SIGN INSTALLED PER 0 DETAIL ON SHEET 45. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ElROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). L,71 ;11WTI aOJ_ti1-11IV, CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. KEYNOTE: SPOT ELEVATION AT O1 BACK OF WALK, CENTER OF DRIVEWAY. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A 455 COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED 450 FIELD REVISIONS. TAIk W -� 445 ,l Z '411423 �NAL1������� 440 11-/2-0/2-01- N z> 5 o Z N 43 (n J J W X a< z< Z w W N J Z Qrr) N N O N 00 U Z 430 0 00 N r- z > cfl 00 z Z I I w w CN Q Z 07 Ln 0 Z N N Z - w } u7 Lc)W N Z N N J Of Y U (7) J 2 Q � Z APPROVED BY DATE W APPROVED BY DATE V� ,`-_ APPROVED BY DATE b� ° CONS) APPROVED BY DATE DATE: ROAD AND DRAINAGE PLAN AND PROFILE 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET w� OF: 68 CITY OF RENTON E�)EPAFiTMENT OF PUBLIC WORKS LiJ Q z u W 0 a_ N �i 0 N O N E 0 0 a a I E I Ln 0 i 0 Ln Ln O Q0 1-1 V) 0 0 C) c0 Li z EL Lu 4; J co N (3) 0 W i rr Q I Z H L.L_ Q Q rr J Q ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE FOR N ALL URA AT TIFFANY PARK II PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHI C�TO CO RIM=431.00 CO i I I CO 10' PSDE I BEARING PAD RIM=436.20 I p RIM=433.70 19 IE=427.90 (6") ELEVATION (TYP.) IE=433.20 (6") i CO 18 1IE=430.70 (6"):.431.00 I CO 0 10 20 40 Lamm 17 I RIM=436.20 433.70 CO I I .'RIM=431.00 I •43p.., RIM=428.60 i IE=433.15 (6"). " IE=426.20 (6") 436.20 i I IE=428.00 (6) • w I 1 / 456 � .\ 4�4 1 4 11 0> � 1 4 1. a 4 �a N �435.91 CO..IH ° i W 14 i RIM=431.00 ■ 436 �° 412"Q.. cc " IW n ° ' 4 ' .0 0 .. ° •1E=•42.7..7Q (6 ) 0 DRAINAGE NOTES: STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) CO RIM=436.40 IE=433.33 (6") CO RIM=436.40 IE=433.40 (6") TRACT 0 SEE SHEET 29 FOR CONTINUATION. REMOVABLE BOLLARDS SEE DETAIL SHEET 42 TRACT C TRACT N SEE SHEET 29 FOR CONTINUATION. 27+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SEE SHEET 40 FOR CUL-DE-SAC GRADING DETAIL. 28+00 IO 8" WATERt S LU N vI � 8" SEWER co/ �■Q 102 LF 12"D ■ Z IJ CO Lei` ; Q r RIM=430.70 ■ 'i.IE=427.60 (6") 1 s t i J :I 8 428.30 �RIM=430.70 CO IE=427.70 (6") I I r'. i I I � SURVEYED: BCE SCALE: HORIZ: 1 "=20' VER: 1 "=5' DESIGNED: BJT BK 1/20/1 q BJT DRAWN RAG ONE INCH BK 11/2/18 BJT CHECKED: RAG AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: BJT BEARING PAD ELEVATION (TYP.) 415 SITE PLAN KEY MAP a L1l l� � �11 ► _. QIE 12" SD=429.58 T/P 8" SS=425.13 QIE 12" SD=429.48 T/P 8" SS=425.03 QIE 12" SD=426.90 T/P 8" W=425.80 KEYNOTE SPOT ELEVATION AT O1 BACK OF WALK, CENTER OF DRIVEWAY. 29+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Cl T Y OF ML RENTON DATUM Plonning/Building/Public Works Dept. NO PARKING SIGN INSTALLED PER n DETAIL ON SHEET 45. PARKING El WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY APPROVED BY APPROVED BY DATE DATE DATE ,p �4 423 p �� F0l ss%NA L 11/zo/zos 2 (n LLJ 0 U F z> 0 N Z Ld J J a < Ld z x z W N < ,z J Z Q rr) O N N N 00 U Z 00 N CO I-, 00 > w Z � Q I I w w Ln Ln (' Z Ln ~ N Ln N Ln Z - Ld N 00 Z LLJ N -;I-� N J Y U N APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE D 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 23 OF:6F ffimmmmmmm 0 U (n EL ao 0 N 0 (D E 0 0 V) 0 E ry I Ln 0 L� 0 Ln Ln O L9 1-1 Ln 0 CD 0 c0 a r LL 4; i� `0N F� CO RIM=428.60 IE=425.20 (6") 0 10 20 40 SEE SHEET 36 FOR S INTERSECTION GRADING DETAIL. � oo. w. ; �0 2� ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE AND ROAD A SEE SHEET 19 co ALLURA AT TIFFANY PARK IE=42M.10 (6") FOR CONTINUATION '�PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 219 24 LF 12' o :o TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON C ,wo C / 1 ''^^ko 6 LF 18" LOPE • D %C k 6 I 5 '' ■ N fav iv v d l 0 U) 8" WATER .... CB'�51 W - ..NCO O --w■ 24 LF 1f" LCPE: 15- 00 4 6 'WM //��� , 124TH \PL S_E 5. Iw V/w17 :. - \ •• N a) i ; /' 8" SEWER 3 ' co\/J Q Q w• ; I Ce>5o g DI 10 CB#17 1 z " Q cc 1 � ddo- I I ' ............ I I I I I 435 425 415 410 CC�i�7 385 ROW r 0 f.�y� LOW PT STA = 29+60.52 LOW PT ELEV = 424.74 PVI STA = 29+48.03 PVI ELEV = 424.36 50' VC - 1-1SD-REQUIRED = 164.3 0 HSD TO BE -MITIGATED BY �Oq DO P6 � STREET LIGHT - _ � o cl� � O � O� N rn� N , � w W U � W U MN U U U m U > mm U wW > \ \ ow m --- - / 2.00% 2.00% 1 8 WATER lF ,'t • �p $ DB/'- 8" SEW f R 5 CB#51 TYPE 1 PUBLIC STA = 29+60.52, 12.17', LT RIM = 424.49 424.65 W/ BI-DIRECTIONAL VANED GRATE IE = 421.49- (12" W) 421.41 IE = 421.95 6" E N� 3.009 24 LF 12" LCPE @ 4(PUBLIC) _ = �, n CB#50 TYPE 2-48' PUBLIC LL STA = 29+60.52, 12.17', RT L LH RIM = 424-49- 424.52 O LL IE = 4-11.45- (12" N) 411.12 DI (� IE = 420-49 (12" E) 420.70 IE = 429.99- (6" NW) 424.52 46 LF 30"F w IE = A 1� (12" W) 410.60 @ -6:�9• - (PUBLIC) w 47 DI 18.709 ''z 0.52 -43- LF 12" LGPE @ (PUBLIC) W CB#49 PM)E+48' TYPE 2 6 Lij Z MANHOLE (PUBLIC) 25 Di 18.56X STA = 14+49.77, 12.17'. LT m4 LF 12" APE SD @ 26.88% RIM = 422.98 423.01 � IE = 402 52 (12" E) 401.81 CB 16 +54' E 2 •, TYPE 2 Q I STA RIM = 14+49.77, 12.17', = �0 42100 RT MANHOLE (PUBLIC) - IE = 397.65 (12" N) 39775 STA = 30+47.25, 12.17', RT - IE = 396.rs (30" SE) 396.35 RIM = 424.28 424.42 - IE = 396-151(30" W) 396.25 IE = 397.57 (18' E) 396.35 IE = 4" 71 IE _ 396.57 (30" N )396.59 4 N N to N N LO N N � LO Ln N W5 N Ln Ln N N 00 29+00 30+00 124TH PL SE RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED EA Ell e 425 415 ,A C� 385 n N 30+60 UTILITY CROSSINGS: QIE 12" SD=421.28 T/P 8" W=420.28 QIE 8" W=420.76 T/P 8" SS=397.89 QIE 8" W=421.25 T/P 8" SS=397.89 QIE 8" W=420.36 T/P 18" SD=401.57 ©IE 18" SD=398.8 T/P 8" SS=395.9 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SEE SHEET 36 FOR INTERSECTION GRADING DETAIL. 425 415 "L, •Ti ■ \\`11111111 N \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \� D � m � o l D 0 m NINE 0 NINE m NINE m NINE m NINE m NINE m NINE 0 NINE 0 NINE 0 NINE 0 SEE SHEET 25 FOR CONTINUATION MEN • , - �a■��es�.x� ■ ■ INS- IMM M -Ildl MM 1 ■ ■ Mill •-. = Ellit I Mill MM MM ■ �J �ii ■�1■1 ■ �I■ ■IBC■1�r.�•1 ■ Tim ■ �I�I■ 0 0 0 0 ri m-m-m-m-mu =�- INS ■I�Illll��.i ■ �1�1■ ■ �1�1■ ■■ ���� ■ �1�1■ ■m�■■ ■ mTim ■■�■■ _ f � , 1 I ■ Tim ■■� ■■ ■ �l�l■ ■■�lm■■ Mill �m�om ME ■ �m�om �mm� ■ �■�■■■�-, �i MM �m�sm ■ _■_■■ L' 1 ■ �■■■■ �iR�]i�l■�■� ■ �■■■■ i W,Arfl y�111■ POP� ■ �■■■■ MJ+/��-1■� �� ■ �■■■■ ��-mmI■�■ ■ �■■■■ ��•_ IN ■ �■■■■ w��� IN IN ■ �MMEN MENNIOE- ME _ I ■ jmI ■ ■ �MMME -■■■■-� ��il �4.4�Lll•P1�1�R• 'ate �■ ■ 1 I ' �' ■ ■■■■■--� ----- ■�= ■ ■■■■■�- M ■ ■ ■■■■■I--�'JL1o111��� ��. or_i�!c1cl��zeL�_���■�.�� ■ ■■■■■-- ■� ■ �ar"�a17Y/idles■ -- ■ _■■■wl■�- ■ME ■■��� ■ Mill 0 %J MM `rMM0 NommossonsLo MM MM MM Mill I MM i.: �.t�-� .. - IT SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT 20+00 21+00 ROAD A RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED SCALE: " VERTICAL' NAVD 1988 HORIZ: 1 =20 HORIZONTAL: NAD 1983/1991 :16 _ CITY 0 F VER: 1 "=5' RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NO PARKING SIGN INSTALLED PER © DETAIL ON SHEET 45. PARKING KEYNOTE WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. SPOT ELEVATION AT O BACK OF WALK, CENTER ROAD NAME SIGN INSTALLED PER OF DRIVEWAY. DETAIL ON SHEET 45. KEYNOTE: NOTE: X CURB RAMP NUMBER SEE EXACT LOCATION AND NUMBER OF SIGNS TO I SHEET 36 FOR GRADING BE CONFIRMED WITH CITY INSPECTOR PRIOR DETAILS. TO INSTALLATION OF ALL SIGNS (TYP). UTILITY CROSSINGS: QIE 8" W=419.51 T/P 8" SS=407.44 ®IE 8" W=419.24 T/P 18" SD=404.20 QIE 18" SD=400.43 T/P 8" SS=397.14 ®IE 12" SD=419.52 T/P 8" W=418.52 ©IE 12" SD=419.02 T/P 8" SS=411.18 SITE PLAN KEY MAP a CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. T AE k oZ z ,p 4 423 p �� F�1 ST011 ss%NA L 0� 11-/2.0/2.01 2 (n c, U F- z> zD-- 0 N Z UJ J a J w z x < < Z w W N J Z Q r*,) O N N N 00 U Lg Z C:j 00 rn N (.0 r- 00 > z Z Q I I w W Ln Ln z 0 Z Ln N Ln N u7 Z 5-: W NZ 00 N "t N "t J� Y U N CITY OF RENTON `Gj� J sd> DEPARTMENT OF PUBLIC WORKS 2 Q ♦ i. 0 Z W APPROVED BY DATE APPROVED BY DATE V� 11F_ APPROVED BY DATE bA v v ° CONSJ APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE D 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: MAINVUE WA LLC PAGE: DRAWING NO , 1110112TH AVE NE, SUITE 202 �! BELLEVUE, WA 98004 SHEET: 24 OF: ww lid U IR-3912324 co M N 6 II i LLI i rr a w z z z ua cj LLD 0 O LL a a a oC J J a I I I I X z O z Y Q m 0 U In 2- Ln 0 N O N 6 E 0 0 a a I r E m I Ln O co U) 0 Ln O Q0 1-1 V) O CD CD c0 w � Q EL w �; i� SITE PLAN KEY MAP a NTS 435 425 410 405 Ln 00 N CID CO RIM=424.80 IE=421.80��(6") 42`4 80 ■ OW■ . R. 2 1 M •. o W ■ ' •.48 D1 25 LF 12" LCPE Z -4&' . LF.. 24" . tEPE _ - - 4.4........... . co - =1 CB#18 P v 1 !��•���� �I .. 88 422.30 I ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE IE=422.10 (6") IE=421.90 (6") IE=421.00 (6") LOW PT STA = 30+92.67 HIGH PT STA = 31 +70.12 LOW PT ELEV = 424.21 HIGH PT ELEV = 424.66 ■ PVI STA = 3 +76.00 PVI STA = 32+36.79 PVI ELEV = 423.88 PVI ELEV = 425.49 K =33. 3 K = 33.33 100 V 200 VC HSD REQUIRED = 155A SSD REQUIRED = 161.8 HSD PROVIDED = 440.8 CD SSD PROVIDED = 266.1 1 (.6n Q6 (.6� �N - + N + N + i w\ ` EXISTING GRADE Q CENTERLINE o w ■ 0iU cnU\__ --- _ r7^ c!iU jw jw W jM m N p W MCN \ ~NW PROPOSED GRADE Q CENTERLINE � ■ 1 3 g WATER 1 ■ 1� 2 � \��� � W . N - - Ur I W 24 3.88q LF 12" LCPE Q A PUBLIC ■ = c3a,TYPE 1 PUBLIC 6 S ■ (n A. = 30+93.27, 12.17', LT 4 1 W RI = ^'� 423.84 -DIRECTIONAL VANED GRATE -W, IE = 421.47 (6" E)421.84 0- Lu z IE = -426.97 (12" W) 421.07 J ■ 1 1 60 DI 7 123 DI 48 DI -6+ LF 24" +GPE- 4-2-2- LF 24" tEPE @ 0.50% U 411 LF 24" t FLC -9* LF 24" tePE @ $66965 (PUBLIC) @ 0.6e%- (PUBLIC) 8" SEWER p -0.70% (PUBLIC) 0 4 .� ■ 0.839 8" SEWER WER ,, CB#22 TYPE+54' TYPE 2 ■ C TYPE 2 k18 -48 MANHOLE STA RIM 31+87.24, 12.17LT = 7 424.38 MANHOLE (PUBLIC) IE = 421.37 (12" W) 420.96 STA. = 19+87.83, 15.47', RT W/ THRU CURB INLET (PUBLIC) 24 12" Q 44+* PUBLIC RIM = 423.49 423.42 STA. = 30+93.27, 12.54'. RT LF LCPE TYPE 2 049° IE = 398.82 (18" E) 398.67 ■ RIM = z3.96 423.97 1 CB#20 �`4W IE = 398.32- (24" S) 398.48 RI-DIRETI NA AN RAT IE = 397.39 (24" S) 397.50 MANHOLE PUBLIC 1 - IE = A 1� (12" E) 420.14 STA = 31 +87.24, 12.17', RT 124T PLACE SE EXISTING GRADE IE 3939 (24" N) 397.50 RIM = -4i4.3-7, 424.46 RESIDENTIAL ACCESS C� CENTERLINE - IE = 39�5 (24" S) 398.11 HORIZ. 1 25 MPH DESIGN SPEED "=20' - VERT. 1 "=5' - PROPOSED GRADE - ■ IE = -4z6�7 (12" E) 420.71 IE = 420.87 (6" W) 421.46 @ CENTERLINE IE _ (24" N) 398.0 I� M N N N M M N Lq 7 st (0 7 t0 Ln N 00 N N O O) 't I 't 00 N N O � N Ile) M N N O N O 4 O N I") 4 00 N N -W N OJ N 4 N N 4 N Ln N N N cV eq Ii 0n N (V 1i N r--� C4 N Ln lV Ln N N cc p N Lo 31+00 DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 32+00 33+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION IE=419.60 (6") 440 395 385 h h IE = 415.12 (6- IE _ (24 N rj Ln o0 �--d- D CO R/M= 414.82 1E= 410.60 (6-) Co RIM=416.10 IE=413.10 (6") ;..oiu_�c`nQn 25 MPH DESIGN SPEED P 0.50% = 35+ 19 291, 12.17. CO RIM=41 1.50 IF=4nR min (r,") CO RIM=406.20 IE=403.90 (6"). CO RIM=406.20 IE=404.20 (6") 415 410 0 -KC lmmmmmmmll 34+00 VERTICAL DATUM CITY OF RENTON, NAVD 88 SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY \ ■►�_; FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 :16 CITY OF RENTON DATUM Plonning/Building/Public Works D CIO - RIM=41 1.50 NO PARKING SIGN INSTALLED PER IE=408.30 (6") n DETAIL ON SHEET 25. PARKING 5 U WILL BE PROVIDED ON THE 751.50 450 OPPOSITE SIDE OF THE STREET. Nn ROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. INSTALL PEDESTRIAN ❑ W U WARNING SIGN (W11-2) ' N� NOTE: M26 WJr EXACT LOCATION AND NUMBER OF SIGNS N TO BE CONFIRMED WITH CITY INSPECTOR a....' (n .•• PRIOR TO INSTALLATION OF ALL SIGNS . .............� W (rYP). KEYNOTE i Z SPOT ELEVATION AT ' J �1 BACK OF WALK, CENTER � 6 = OF DRIVEWAY. 24 LCPE U KEYNOTE: 3#25. Q CURB RAMP NUMBER SEE ° c 0 SHEET 36 FOR GRADING DETAILS. UTILITY C PWNGS IE 12" SD=420.75 CIO X 1 T/P 8" W=419.75 RIM=410.80 IE 12" SD=420.30 IE=403.10 (6") '& T/P 8" SS=396.70 QIE 12" SD=421.16 3 T/P 8" W=420.16 QIE 12" SD=420.71 4 T/P 8" SS=396.70 AIE 8" W=419.51 T/P 8" SS=399.27 ©IE 8" W=419.24 T/P 18" SD=404.19 QIE 18" SD=400.43 T/P 8" SS=397.14 ®IE 12" SD=415.41 T/P 8" W=414.41 QIE 12" SD=414.96 9 T/P 8" SS=397.90 ®IE 12" SD=407.91 T/P 8" W=406.91 ®IE 12" SD=407.46 T/P 8" SS=398.73 ©IE 8" W=406.03 T/P 8" SS=400.73 ©IE 8" W=405.80 T/P 12" SD=401.20 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. T A� k W o Z z ,p 4 423 p �� ins F6/STFR� SIONA L ECG 11/zo/zos 2 N 0 U z> zD-- O N QUJ J G_ J W z x < z W N < ,z J Z Q O N N N 00 U Lg Z 00 rn N cfl r- 00 > z Z Q I I ww 07 07 z 3 z Ln IN .-.' En N En Z - w w N Z Z N N J� Y �� U N N ° 0jv/ CITY OF RENTON J DEPARTMENT OF PUBLIC WORKS 2 Q ♦ i � Z W APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE bA v v ° CONSJ APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE DATE: /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: MAINVUE WA LLC PAGE: DRAWING NO , 1110112TH AVE NE, SUITE 202 ui cd BELLEVUE, WA 98004 SHEET: 25 OF: ww U IRI-1319121312151 N co I O 0 W I- rr Q w n z z` u w LL O LL a Q Q rr J Q I I I I X z O 0 z Y J Q m 0 U In Q0 CD N O N E a� 0 a a I E I Ln O 0 Ln Ln O Q0 ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE NO PARKING SIGN INSTALLED PER DETAIL ON SHEET 25 PARKING 'N 11 SEE SHEET 30 FOR CONTINUATION BEARING PAD-: ELEVATION (TYI?.) 0 10 20 40 CO N 78 .• �t0 79 RIM=411.50 �* 411.50' .00 406.90 IE=408.50 (6") RIu 406.90 CO 800 RIM=411.50 �i CO IE=408:' 0 (6") :` 1-" RIM=406.90 FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON I ¢ W COORDINATE WITH PROPERTY w I w I W W I OWNER ON RELOCATION OF EXISTING IRRIGATION NW N I SYSTEM FOR INSTALLATION I I ^ 00 �' OF SIDEWALK. I v SEE SPECIAL NOTE # 1 I STATION 37+84.90 18.58 LT w I I w I TO THE LEFT. O W I x END ROAD TAPER AND ----� - -� -- - --- --� �� MATCH EXISTING INSTALL DRIVEWAY CUT """I•.a I I IxI I U I TO PRESERVE EXISTING _ IE (6") 403.80 --- ---W ^W "'. a --o - -------------� EX. FENCE TO BE RELOCATED TO CONDITION. W R/W LINE N■ � O0. : / 1 406 -- -- -- - - - -- a. v: a. / 4• v p,. P O �. . W: • o Q�/. d a •a x p a W■ ; �.. a a° I .. u °;a O ■ / IT .1 °' / a° CB#29 J ' a ° (n ` \ STA�\37+33.37, 1'3.00' LT CV $ - oM aLl SEWER \ BEGIN\ TAPER Ln W' 1 2 Pc3> w E I' MATCH`\EXISTING �.• _ C) C7 ■.....................:_ ��12THPL Q �� 8" WATER N: _ 24 LF 12" SD I _ STA- 37+33.37, 13.00' RT I ; o•'' _ INSTALL 5' CONC. Wl 56 CB#27 ,� 107 : �� yy -BEGIN/TAPER .'WIDE SIDEWALK.. ALONG BACK Z■ ...�a4 LE..24" 'SD ` +9'� LF 12" SD �� MATCH EXISTING / I OF EX. .CURB. _■ \ CB�k2 \ I a I' ___________________ t _ -..o ______ u __ _____ ---------- _ --------------- p U' lV _ c a °\ °a v. v c v . of • c vv ,. ,.d v ■ �' oc a° \•b'' q' a' :p.°d o' da ° 55 -�.• � _-- ■ � - EX. FENCE TO BE . 3E ......... .•••' 1 4 I. o I RELOCATED TO TRACT L ...'_ L�•... ...... 53' EASEMENT FOR .• ''j`........• R/W LINE SPECIAL NOTES .. ` I I I INGRESS AND EGRESS, I INSTALL DRIVEWAY CUT S 1. HATCHING TO INDICATE AREA TO BE COVERED WITH 20' STEEL SHEETS � \ `\ �/� PUBLIC ROADWAY' AND TO PRESERVE EXISTING FOR PIPELINE PROTECTION DURING CONSTRUCTION. SHEETS TO ACCESS GATE PER DETAIL THIS SHEET. �, o 0 �� - 44�- // / RELATED DRAINAGE PER REC# CONDITION. COVER FULL WIDTH OF ACCESS ROAD EXTENDING 10' PAST CENTER (BOTH SIDES) •;2,01'60201000402 1. STATION 37+84.44, 18.21' RT OF NORTHERN AND SOUTHERNMOST PIPELINES. OPE E ENT !► END ROAD TAPER AND 2. CONTRACTOR SHALL POTHOLE EXISTING WATERMAINS PRIOR TO TEMPORARY CONSTRUCTION 1: I- MATCH EXISTING INSTALLATION OF GUARDRAIL AND ACCESS GATE POSTS. EASEMENT - - -----� --+----- I -` INSTALL GUARDRAIL ALONG BACK OF 3. SEATTLE PUBLIC UTILITY PERSONNEL SHALL BE PRESENT AT ALL INSTALL 3-INCH SCH 80 PVC II II I I ROADWAY EASEMENT PER WSDOT TIMES DURING POTHOLING. CONDUIT FOR FUTURE USE -----------------J------------� STD PLAN C20.10-03 TO PREVENT BY SEATTLE PUBLIC UTILITIES.I I I ' UN -AUTHORIZED VEHICLE ACCESS Ar CAP BOTH ENDS. COORDINATE \ INTO PIPELINE EASEMENT. (BOTH SIDES) r _K1 2A W5 Ej WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. n INSTALL PEDESTRIAN U WARNING SIGN (W11-2) NOTE: tu EXACT LOCATION AND NUMBER OF SIGNS TO q.02 .. I BE CONFIRMED WITH CITY INSPECTOR PRIOR L = i TO INSTALLATION OF ALL SIGNS (TYP). II III � i II; x UTILITY CROSSINGS: IE 8" W=405.10 '' .•'1Y0. 1 Ili T/P 12" SD=403.34 cj)'I ' "� Q IE 12" SD=400.72 III I T/P 8" SS=399.02 v, ' a •�:39 I I III'• .,i � ° I III I •'' � III I II EX. 8" STORM I '' I If I% STOP BAR a lilii r'. CD ¢a III x lilii I I IIIII i I'. � I Illq I uj I .... ......... 31 I w II • 39g °° .I 0: I I 34 ° W1 01 NII ° G G G I �•° �� � I W I it I //\ I I I I I I I I SEE SHEET 39 FOR I I I I I I INTERSECTION DETAIL. I I I I I L_J I L - - - J PU FOR EXACT ■ AND DEPT LOW PT C71 r7X/ - HIGH PT ELEV 406.05 _ 407.17 PVI ELEV_05.19 ■ REQUIRED- ■ IF = co co 0) rn � ■ 00 rn rn - - 00 Lri 00 +o +o mcn Li w w MINN. N U N U mill U U ■ z LLIF c0 ■ -17 ■ cO ■ rn CENTERLINE C14 O ----- NW ■ ` -- 40 9- 1" IFUULIUJ ■ NN „ o � CA - PUBLICSTA36+8 MIA cn w .17', RT - STA- ■ - „ LINE „ - W)401.98 " " (PUBLICY WATER LINE 56 5X ■ , - , RT ■ _L EXISTING GRAIN' IL (12- E) 401.506 ■ „ RESIDENTIAL ACCESS Ir N)401.56 ■ 0 CENTERLINE - - 0) LO cD � 0M1 n M 00 W) Ln NO cD 00 N � CO O O 11, 001 N to `- O n N (D 00 Ln ro 00 ^ 00 I_: CO CO 4 C6 4 C6 10 16 Ln M I`7 M N C) C6 Cfl L(') O O O 0 0 O O O O O O 0 0 O O O O O O O O O O 0) 0) 0) It qw 36+00 37+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SITE PLAN KEY MAP a 20'-0" HOOVER FENCE CO. 1-1-SERIES 20' TUBULAR BARRIER GATE KIT ,7(OR APPROVED EQUAL) i�✓i�✓i.c�ii✓ir✓i��i�✓ice- ./ I I I I I I I I I I I I I I I I I I I CONCRETE I I I I BASE L - - - J ACCESS ROAD GATE DETAIL 425 NOT TO SCALE KEYNOTE: ®CURB RAMP NUMBER SEE SHEET 37 AND 39 FOR GRADING DETAILS. 415 KEYNOTE: SPOT ELEVATION AT (DBACK OF WALK, CENTER OF DRIVEWAY. 410 DRAINAGE NOTES: CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. �J• T W Q 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS z NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE o 4 423 p 405 T E ONSHEETP45, ARE REQUIREDEVERY50 TLFL ��ss DNA L 400 11/zo/zos N O z cn N J VERTICAL DATUM LL X a J CITY OF RENTON, NAVD 88 LLJ Q Z z 395 BENCHMARK a' N o N o J Z & 0 z- FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC m (_0 00 w w INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 C14I I ui EL=413.38 (JUNE 2013) � Ln Ln O Z Z 390 FOUND MONUMENT IN CASE BRASS PIN IN CONC INTX SE 158TH Ln - N N F Ln Ln Z ui w ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE w N N Uf 2014) Y U N N 385 CITY OF RENTON J DEPARTMENT OF PUBLIC WORKS 2 Q � APPROVED BY DATE Z W APPROVED BY DATE 39+50 v APPROVED BY DATE �A ° CONSJ APPROVED BY DATE v DATE: CITY 0 F ROAD AND DRAINAGE PLAN AND PROFILE 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: O RENTON MAINVUE WA, LLC DRAWING NO: Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 w BELLEVUE, WA 98004 SHEET: 26 OF: ww U rr Q w n Q Z` z u w 0 LL Q rr J Q z 0 0 z Y J Q m 0 U 1n EL Q0 ao 0 N \ O N N E 0 0 I C» E o- I Ln Ln 0 C0 cn cn 0 Ln Ln O QO i O 0 CD to wj a w i� CO RIM=424.80 IE=422.70 (6") nnO_ ♦7iV Qc�O DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A 0 10 20 40REEZEEEZ CO : 61 CO RIM=424.60 : 424.60 RIM�_425.60 CO IE=421.70 (6")...' IE=421.60 (6") RIM-424.00 IE=421.30 (6") .. Ca •'•' - ��60 RIM=4�4;0ij'..q.3�•.......' 59 424.00 IE=421.20 (6") , 1 4 4.4 ,. 4?i4........... / ...... ••......... .............. p � D D � ' 7 °R n� �♦ ° p° 4 7 72 N� 423.50 D CB#59 _ 107 LF 1 " PE ..p • p 'D P. �D 424.06- / CO 'RIM=424.30 .Je=421.20 (6") CO RIM=424.30 IE=421.30 (6") 71 424.30 N 0 FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON CO CO RIM =427.10 RIM=429.00 CO IE=424.10 (6") IE=426.00 (6") 64 i 65 RIM=425.60 63 CO I CO 66... 62 IE-4 3.10 6" CO 427.10 RIM=429.00 429.00 I RIM=431.00•••431.00 432.90 425.60 2 ( ) RIM=427.10 I IE=428:00. (6") „ IE=425.90 (6") I k� I IE=422.70 (6) ........ 4 8 I - 1 425.97 1 4, .' .. : ..o +- W vv / IV - / W \ O //-159 LF I2'\LCPE I 425.64 CO......... I -RIM=425.30'. IE=422.25 I CO 70 I RIM=425.30 425.30 I IE=422.30 (6") CO RIM=426:50 CO IE=423.40 (6" ).. RIM=426.50 IE=423.50 (6") 69 426.50 D A o CBM 8" WATER N 3 54 p , Re D OD �/ a D ■ M...1 cV ■ ��w a W ■NO W 41 �2O 1 (1)+ 8" SEWER \�. 179 CB#60 LTA I \\ \ +8& LF 12" LCPE W N ■ D W H P �� P ■ 428.16 , , 429.00 1 1 U ................... . . 42 7.80 Ia 67 INSTALL 4' HIGH BLACK VINYL 429.30 CHAIN LINK FENCE PER WSDOT i STD PLAN L-20.10-03 ON TOP OF TRAFFIC BARRIER. TRAFFIC i BARRIER DESIGNED PER RETAINING WALL PLANS. 4Q _ N - 1� M M - 00 aM - O) II II2111� - II + 4W- 200' VC N LH IJ > J - Ill"J N W W H N 4WLu rn w w 0 CENTERLINE Nil 5 gLDC 425 w 0 - WAT 420 -- RIM _ " - � 415 "E - ^�= 415 - - STA.- , LT 7. BC DT04G7. = PUB - " S`v'v'%)jjFz1.zf 51A. 2.5+50.00. 12 1 co " - 39- 410 DI 0 IF - ". - STA. _ co RIM _ 42.5.83 111 4W = " GRADE _ r-VKUUPOSED GRADE 4W rn N r7 00 L O N (0 to N 00 N n CV w Ir N O to N O N p> I'`T N Lo 00 N T N n CV N rn N p� 00 N ul CD ,rj M N M M N Mj N O O Lo LO N O to 1, 00 00 r­ Qj C0 p Ln c"I N NN NN clI NN N INNN NN NN NN N NN �N �N �N N �N �►M �: M VERTICAL DATUM CITY OF RENTON, NAVD 88 22+W 23+W 24+W BENCHMARK SURVEYED: SCALE BCE HORIZ: 1 "=20' FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC DESIGNED: VER: 1 "=5' INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 BJT EL=413.38 JUNE 2013 2 1 REVISED PER CITY COMMENT BK 1/20/1 BJT DRAWN: RAG FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX INTX SE 158TH ASBUILT BK 11/2/18 BJT CHECKED: ONE INCH AT FULL SCALE ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE NO. REVISION BY DATE APPR RAG APPROVED: IF NOT ONE INCH SCALE ACCORDINGLY 2014) BJT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NO PARKING SIGN INSTALLED PER ©DETAIL ON SHEET 45. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). UTILITY CROSSINGS: IE 12" SD=421.30 IE 12" SD=424.78 T/P 8" W=420.20 T/P 8" SS=420.58 QIE 12" SD=421.23 T/P 8" SS=417.00 QIE 12" SD=424.85 T/P 8" W=423.75 CITY OF RENTON Plonning/Building/Public Works Dept. SITE PLAN KEY MAP a I KEYNOTE: SPOT ELEVATION AT (DBACK OF WALK, CENTER OF DRIVEWAY. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. �3 TASK H� 1A z FS F6' S�ONA L NG N 11/20/2201 N O O z� O zz C") cn N J a J z Q zZ w J Q r) N N p CD N 00 U Z 00 00 N I1 > cy) (0 00 Z N I I ,^ zw Q 2i Lc) Lf7 0 Z O O F w LLj Ln Lc) > N Z N N J o_ CITY OF RENTON w J DEPARTMENT OF PUBLIC WORKS 2 EL Q Lry Z = W (3 LO LO APPROVED BY DATE APPROVED BY DATE �= O APPROVED BY DATE v b� O CO�SJ (4 T APPROVED BY DATE 7O ROAD AND DRAINAGE PLAN AND PROFILE DATE: 11 /20/2018 ` M ASBUILT - ALLURA AT TIFFANY PARK O FIELDBOOK: MAINVUE WA, LLC PAGE: ui DRAWING N0: 1110112TH AVE NE, SUITE 202 ui BELLEVUE, WA 98004 U cd SHEET: 27 0F:64 IRI 31912131217 I I I I X z 0 1 CD z a m 0 U N a- 00 rri 0 N 0 N E 0 0 0 0 E o' I Ln Ln 0 co cn cn 0 Ln Ln 0 (0 CD 0 0 Lo a w i� CV rn srn za+eo ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A MATCFLJNE SEE SHEET 27 FOR r�o��`,, 3' , ' ALL RA AT TIFFANY PARK °a W 0 10 20 40 0° ;r .... .. a z• . ' . PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, ` TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 53'•. WETLAND BUFFER KEYNOTE: ALONG TRACT LINE. SEE MITIGATION ° . CURB RAMP NUMBER SEE ��� ° : ; SEE SHEET 21 FOR PLANS FOR DETAILS.: ' i �� � �26 46.6 SHEET 37 GRADING CID DETAILS. FOR CONTINUATION INSTALL 4' HIGH BLACK VINYL : P 2 R M=433.00 CO 12 DI °.:.. �� IE=430.00 (6 .) _ RIM=439.40 CHAIN LINK FENCE PER WSDOT IE=436.30 (6") o ° Q STD PLAN L-20.10-03 ON TOP OFiv > TRAFFIC BARRIER. TRAFFIC ;' 2' 6 o / 1 to - ° . LLw zRETAINING Q BARRIER DESIGNED PER 12" PIPE SHALL WALL PLANS. EXTEND 7 FROM -. '�/ RIM=439.40 ' ` BRIM=4'33.00 i ��\ IE=429.95 y �..... ° Z FACE OF WALL. WETLAND C �,: ,. .(6") _ ...... .........IE=436.40 (6") allo 00 ZZ P o. _ - -' _ - o w CATEGORY 2 15' WIDE STORM _ _ _i i 439.80•. EASEMENT TRACT K- ° __ __--- _ _ -- ______ _ o P ° - IE= 416.50 W/ DEBRIS BARRIER P � & 8' X 8' RIP RAP PAD. RIP RAP SHALL BE \\ ``' \\` 19 REASONABLY WELL GRADED WITH THE O d GRADATION AS FOLLWS: Q 24 INCHES (NOMINAL DIAMETER) 3 : MCA �i� ROAD 8" WATER ��` - - - - - - - - - - - - - - MEDIAN STONE SIZE: 16 INCHES � o ° - F �� _ �„� 15 CB#66 MINIMUM STONE SIZE: 4 INCHES :8 SF' �� 150 LF 18" LCPE -� 24" DI SLEEVE THROUGH °'FR o �. ° o \ - SEE SHEET 37 FOR` J WALL. SEE NOTES BELOW.. CB ° a'. CB%5 :\ BEGIN MAILBOX 26+75.47 o END MAILBOX \ 16 4 i o INTERSECTION DETAIL. 19 LF 12" LCPE a \ STA: \ STA: \ 26+88.97 \ . o. 34 �. NO LANDSCAPE TREES TO BE PLACED WITHIN THE/ e.34 ° o -0 .•. 440.30 7 IE= 416.54. STORM EASEMENT.. /6 .O a >..� ° W/ 5' X 5' RIP RAF? `� �• `\ ?I35.00 : P : Q °. PAD. ROCK LINING `� `h\� `� 1 4 435.85 �`� --- p --- o •� ° OUTFACE PER SPEC y `\ �� \` �\ ,i P .. _ _ _ _ _ _ _ _ _ _ _ _ _ __ , 8.. ON SHEET 33 �A� \ j .c \���` :. II 4 1-' ----- -------- S 17 ' �. 32..LF 1 CPE SITE PLAN KEY MAP a UTILITY CROSSINGS: 12" SD=430.23 IE 8" W=436.10 ZLIE T/P 8" W=429.47 T/P 12" SD=434.96 IE 12" SD=430.16 © IE 8" W=435.20 T/P 8" SS=425.58 T/P 8" SS=432.2 IE 8" SS=425.97 IE 8" SS=430.64 T/P 12" SD=420.81 T/P 12" SD=429.40 QIE 12" SD=433.41 ® IE 8" W=435.57 T/P 12" SD=429.35 T/P 12" SD=429.60 co- �\ �\ ��`�� �\\� ^ ��ti I �. �anRn ° i ��' AFIELD LOCATE LOW POINT PRIOR TO -wIM=424 SO \ \ .cA lb CO ll ft=422.86 IE=419-.80 (6") \\ \\ 425.00 : �� `�• ` \ CIA \ \ CID PROVIDE DI SLEEVE WHERE I PIPE CROSSES WALL (TYP) ` \ ` RIM=429.65'CO26 5 I =4 6 I • E (6 ) 44 436.80 450 MR RIM-436.80 `\ CO i IE=433.80 (6") \. RIM-429.00 IE=426.00 (6") +. CO RIM=436.80 440 IE=433.60 (6") 24-INCH SLEEVE THROUGH WALL 24-INCH DI CASING PIPE REQUIRED FOR 12-INCH LCPE PIPE WITH REMOVABLE SPACERS, TO SUPPORT PIPE AND PROVIDE GRADE CONTROL, PLACED AT EACH END OF THE CASING PIPE. 12-INCH LCPE PIPE PLACED IN CASING SHALL BE A SINGLE SECTION OF PIPE WITH NO JOINTS INSIDE OF THE CASING. DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 4W mil 425 415 aY " Cn ^ n N - W) cj NPO 01 M 25+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION ai i P � .■■ 6m ■■ Od pNj vi N 26+00 SURVEYED: BCE DESIGNED: BJT BK 1/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: BY DATE APPR RAG APPROVED: BJT col1.0 to y ■ �CE*67 INSTALLATION OF CB#67. COORDINATE WITH CONSTRUCTION INSPECTOR. NO PARKING SIGN INSTALLED PER ©DETAIL ON SHEET 45. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ElROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). CONTRACTOR SHALL LAY 24" DI CASING 1ST BASE COURSE OF WALL W/12" CARRIER PIPE AND INSTALL CASING PIPE ON TOP OF FIRST LEVEL. ADJUST INVERT OF CARRIER PIPE ACCORDINGLY. NOTE: GEOTECH RECCOMENDATIONS: LAYOUT OF LOCK + LOAD PANELS SHALL BE DETERMINED BY WALL CONTRACTOR. 1. THE 24-INCH DIAMETER SLEEVE SHOULD BE POSITIONED ON A FIRM SUBGRADE PREPARED ALONG THE TOP OF THE FIRST ROW (ROW 1) OF THE LOCK + LOAD PANELS. 2. THE LOCK + LOAD PANELS SHOULD BE TRIMMED TO ACCOMODATE THE PENETRATION. 3. CRUSHED ROCK (FACE GRAVEL) SHOULD BE USED TO BACKFILL AROUND (AND ABOVE) THE PIPE SLEEVE ALIGNMENT AS CONSTRUCTION OF ROW 2 (AND ROW 3) PROCEEDS. 4. THE GEOTECHNICHAL ENGINEER OR THEIR REPRESENTATIVE SHALL BE ONSITE DURING CONSTRUCTION. LOCK + LOAD WALL PENETRATION NTS EKi] KEYNOTE: SPOT ELEVATION AT Ol BACK OF WALK, CENTER OF DRIVEWAY. Q5 3, T • z 4 423 4W " �FSSONA�TE�NG��� N 1a-1201201 r O - 425 O u = 0� - z 5: D Z O Z cw " N J w - " xD 420 I? N Z u J Q rl-) N N p 00 co N rn 00 , j o rn M N CD N 00 U Z_ M W) Z I I Li L Q z p Ln Ln 0 z O Lc) N N Z - 27+00 28+00 C w N N T ROAD A Y U # RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED V� 0•LWE �Hi CONSTRUCTION RECORD CITY OF RENTON DRAWING I]EPAFiTMENT OF PUBLIC WORKS J 2 EL Q z o rn THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY DATE ZW L0 OP APPROVED CONSTRUCTION DRAWINGS PREPARED BY C? W) "D BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY DATE ,��= O EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION �, C4 PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION APPROVED BY DATE b �5J T OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD 0 C0 O REVISIONS. APPROVED BY DATE 7 DATE : ` SCALE: ROAD AND DRAINAGE PLAN AND PROFILE 11 /20/2018 00 LL'D 1988 HQRIZ: 1 "=20' HORIZEONTANAD 1983/1991 � CITY O F VER: 1 "=5' RENTONPAGE: ASBUILT - ALLURA AT TIFFANY PARK FIELLDBOOK: O ONE INCH DATUM MAINVUE WA, LLC DRAWING NO: AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 LLI IF NOT ONE INCH SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: 28 OF:64 lod V. 2 IR-131912131218 rr Q z z u Q o H w 0 H 0 0 I- Q oC J Q 0 U n v �i 0 N 0 N \ a) E \ 0 0 0 I E ry I Ln 0 LO J) 0 Ln Ln O Q0 0 0 O Z W LL N i� 11 433.30 RIM=433.30 IE=430.30 (6") CO WETLAND BUFFER 42.6 RIM=433.30 ALONG TRACT LINE. IE=429.60 '(6") SEE MITIGATION PLANS FOR DETAILS. IE= 425.79 W/ DEBRIS BARRIER �2Q, W/5'X5'RIPRAP. PAD. ROCK LINING --TRACT R OUTFALL PER SPEC ,ZZsz ON SHEET 33 445 435 425 420 415 ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT N AND O FOR ALLURA AT TIFFANY PARK N PTN OF THE W1/2 8 SE1/4 OF THE SEi/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON o io zo ao CO 12 RIM=433.30 13 IE=430.�O (6") 433.30 CO 435.30 430............ RIM=•4.3.3•.30• IE=430.30 (6") / o a O433.99 r ■ i0 ,�34 \ 4 1 1 CB#70........� LF 1'2," SD : C �s 1 55 ,' �w . °a ■ 1a. -- - 1 .10 RIM-433.30 � 433.60 IE=43'0.00 (6') 1 CO ° 103 ' .•RIM=433.30 y �94 LF 12" . SD - - - - 434 .... [E'=430.30 (6") 6. PROVIDE DI SLEEVE WHERE SEE CONTINUATION SHEET 23 PIPE CROSSES WALL (TYP) `ON SITE PLAN KEY MAP a KEYNOTE: SPOT ELEVATION AT O1 BACK OF WALK, CENTER OF DRIVEWAY. SEE DETAILED CULDESAC GRADING SHEET 40 m m a Ln rn PROPOSED RADE +" @ CENTERLINE LL LLNv Q � J / 1.80% 55 0.76X 5& LF 12" DI -@ 6.689; (PRIVATES - EXISTING GRADE - - - @ CENTERLINE 8�R CB#70 TYPE 1 (PRIVATE)CB #54 TYPE 2-48' PUBLIC) STA. = 27+55.03, 147.74', RT RIM = 433.39- 433.27 STA. = 27+74.95, 72.67', RT IE _ 4�9.89- (12" E) 430.91 RIM 433.58 433.48 IE = �5 (12" E) 429.05 CB#69 TYPE 1 (PRIVATE) " STA = 27+55.03, 90.20', RT IE = "'25 �9(12" S) 428.90 RIM = 434.43 434.22 EXISTING GRADE IE = 439.54 (12" W) 430.49 -24 LF 12" LCPE @ PRIVATE @ CENTERLINE IE = " z� (12" SE) 430.40 28 4.9390 PROPOSED GRADE @ CENTERLINE c r o� r7p 7M �^ �N CV IM C\I KMj � II II I"Ni M II � II DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. VERTICAL DATUM TRACT N JOINT ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 445 435 425 420 415 c El El EM I. kT.j 420 CAM 14 434.00 CO RIM=434.00 IE=431.00 (6") CO RIM=435.00 - IE=430.90 (6") CO J RIM=436.40 IE=430.20 (6") i 15 g32 16 ���, 1 436.00 ��--�-� - SITE PLAN KEY MAP a 435.00 c0 CO 436.40/ P a : a ° i R1M=435.88 RIM=436,40 ° ° 1E=430.20 IE=430.00 (6) " 1 1 435.46 436.52 4 NO PARKING SIGN INSTALLED PER ° © DETAIL ON SHEET 45. PARKING 12 SD CB#68 gs LF ■ WILL BE PROVIDED ON THE TRACT 0 ° ° I OPPOSITE SIDE OF THE STREET. 7S7EWER S 8 SEWER 1 NOTE: ° EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). \-TRACT SEE CONTINUATION SHEET 23 C 5' WIDE PAVED SEE DETAILED PEDESTRIAN PATH. CULDESAC GRADING 13 �7 PER DETAIL THIS SHEET. SHEET 40 HIGH PT STA = 1 +85.23 HIGH PT ELEV = 436.32 PVI STA = 1 + 71.69 PVI ELEV = 436.61 K = 7.64 no, VIC L` 0 Ln r7 U N N J W U W (/) U Urn Ln m m W 0�In � W PROPOSED GRADE w N' A 1 @ CENTERLINE � W Qu 0 U � J to w EXISTING GRADE-,' @ CENTERLINE 82 ��0.8290 - - - - - --- �3 LF 12" LCPE @ •$. . PRIVATE 8" SEWEREEf v ---CB #55 2-48' (PUBLIC) CB168 TYPE 1 PRIVATE - + 1.27, 21.97'1 RT STA. = 1 +25.00, 0.00', RIM = 436.11 RIM = 434.25 434.23 IE _ 429.65 (12" N) 429.41 IE _ 439.15 (12" S) 430.08 IE = 432.36 (6" NE) IE=430.78 (6" E) IE 429.65 (12" W)429.51 EXISTING GRADE @ CENTERLINE PROPOSED GRADE @ CENTERLINE �p Go0 � 0! �NOj Ln �^O �Ln O M O M M t0 CO ui n SURVEYED: BCE DESIGNED: BJT BK 1/20/1§ BJT DRAWN,RAG BK 11/2/1$ BJT CHECKED: RAG BY DATE APPR APPROVED: BJT TRACT O JOINT ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DAT U M ClANA TY OF MLR RENTON Plonning/Building/Public Works Dept. Epic 5' WALKING L IVr I.VVI\JL 5' WIDE WALKING PATH NOT TO SCALE ' .10 420 ��• TA�k �� of W y� o Z z 41423 e, F01,,' S T E. l A L 11/zo/zos N 2 0 U z> Z a' O N uj Q cn J CL J W X z Z LQ� Uzi J Z N rr) N N 415 CONSTRUCTION RECORD Q 00 N oo `_' � z- � CO z DRAWING N I 00 I of W Q z z THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE `n `n w APPROVED CONSTRUCTION DRAWINGS PREPARED BY Ln I--, } BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN N Z N N J EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION 00 W > PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. � 0 •O�/ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS J 2 Q LS ♦ Z APPROVED BY DATE i W APPROVED BY DATE APPROVED BY DATE b� 0 CONS) APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE D 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 ui BELLEVUE, WA 98004 SHEET ww OF Aw oj U IRI-1319121312191 W Q Z u W O ry n a� X Z O C.� Z_ Y J Q m _N 0 U N a- O Lq O N O N N E N 0 V) C) E ry Ln Ln O c0 U) O / Ln Ln O / O O O c0 1-1 ai Li N M O � 0 a � W 0 10 20 40 y rr a W n Z z U a w 0 O LL_ I a a rr ZD J J a I I I I X z 0 0 z Y J m 0 V V) Ln LC) r!i 0 N \ O N E 1= a� 0 0 a 0 I Ln I Ln Ln 0 1n 0 i Ln Ln 0 Lo 0 0 O w Z � Lu i� 415 ED] GC111.1 CCe:-17 395 �Dl 385 375 370 ASBUILT DRAINAGE FACILITY PROFILE of d l i 14 \ �\•' ... I...:. TRACT M............. � -SEE GRAVEL ACCESS ROAD SECTION DETAIL SHEET 16 IE: 399.65 r.niwn J � V) EXISTING GRADE CAA GRADE @ - OF STORM PIPE OF OF STORM PIPE N Z �� CB6 NOT INSTALLED ��/✓ \\� �� O O- _ \ \ _ i Z II \ W J \ FL_ 126 +29� LF 30" LCPE @ +r2� (PUBLIC) 235 z34- LF 30" LCPE Q% (PUBLIC) 64 LF 30" LCPE 0.80.E @ �� (PUBLIC) 86 0.58% 74 1.32X 85 LF 18" LCPE @-6'6}�' (PUBLIC)' Cm TYP 2-60. PURIC) 10 LF 30" LCPE @ 4- PUBLIC CB#8 TYPE 2- B' PUBLIC W/ SOLID L NG LID W/ SOLID CKING LID 72" = 171742.99 CB#9 TYPE 2-6� BLIC) TYPE 2-72' PUBLIC) O 2-48, PUBLIC E = 171940.42 E E = 1308684.63 W/ SOLID LOCKING D = 17 4 W/ D LOCKING LID _ RIM = 402.35 " 1717 71 E = 1308622.25 N = 172025.20 IE = 386.22 (18" E) 386.53 55 E = l368773.91- 130 776.06 RIM = 39.8-86 398.94 E = 1308590.79 = IE 38fr12 (18 N) 386.43 IE = 39�56 (6 N) 397.88 RIM = 465.36 405.21 IE = „ 394-88 (12 N) 394.86 RIM = 400.04 IE = 388.28 (30" E) 388.45 IE = 387+3 (30" W) 7.71 IE = " 39 86 (30 E) 392,71 IE = (18" NW)384.36 7 1 $ LF 18" LCPE .29.`K PUBLIC /f=398.45 (" N) IE = 498-86 (6" S) 8.05 IE = 395.30 (6' IE = 38 .55 (6" S) IE = 38�3- (30" N) IE = "S) 312.8@ (30 S) 392.89 IE = ( 18" SE)384.36 CB#7 TYPE 2-48' BLIC CB#5 TYPE 2-48' PUBLIC CBFn. TYPE 2-60 W/ SOLID LOCKING D TRACT A N = 172996.161 172094.47 W/ SOLID LOCKING LID N = 171948.29 DRAINAGE TRACT EXISTING GRADE @ E = ' Z^�n 1308562.31 N = 171959.02 E = 1308630.26 "=20' "=5' � STORM PIPE RIM = 39�3 397.20 E = 1308599.86 RIM = 489-99 402.06 HORIZ. 1 - VERT. 1 IE = 3813-53• (18" SE) 383.38 RIM = 496.49400.75 IE = 384.56 (18" E) 364.86 -PROPOSED GRADE @ IE = 383.53 (18" W) 383.40 IE = 391.18 (30" N) 391.45 IE = 384.56 18" S 5.08 � OF STORM PIPE IE _39 1. 1 (30 S) 391. 0 IE = 3134.56 (18" NW) 384.86 O O 00 CO 00 -0 Cn LC) to -t Ln 00 't O 't M N CN N .t CO ,� N 00 N O0 O 0) 7 O O Ln 00 N N N O O0 r-� 0) n Cn n 0) Ln 0O 00 � 00 0) N 00 01 O 00 0) O 0-)O O 00 0)0 p CO Cn0 p C6 Cn0 O O O N O 00 I'7 00 N 00 r7 00 O N Ln O 00 CN Ln 00 N OO CN N 00 CN CD N Ln 00 M OO OO �O M M M M n VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 41+00 DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS ARE REQUIRED EVERY 50 LF. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 42+00 2 REVISED PER CITY COMMENT BK 1/20/1 1 ASBUILT BK 11/2/11 NO. REVISION BY DATE 43+00 SURVEYED: BCE DESIGNED: BJT BJT DRAWN: RAG BJT CHECKED: RAG APPR APPROVED: BJT SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 415 410 L:2 K9 395 .9 385 375 370 44+00 45+00 45+20 CONSTRUCTION RECORD CITY OF RENTON DRAWING �EPAFiTMENT OF PUBLIC WORKS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION APPROVED BY OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. APPROVED BY VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Plonning/Building/Public Works Dept. YD RIM: 404.81 IE: 399.00 6" SD 0 1.00% MIN. �, '4 423 p �� FS F�l SIE�� SIONA L ECG 11/2.0/201 2 cDui U z> zw 0 cn gN w J a¢ Z X ZW < J QCN r CD CN N CV 00 Z C,L � (0 0000 ww nui Q I I z_ � L(7 Lf� (,� Z Ln N �-..-. Lc) (N Ln z - w w N 00 Z LLJ N -;I- N -;I- J Y U N J S Q 0 = z DATE W fR 0 DATE V� ,�*_ v DATE ° CO DATE DRAINAGE FACILITY PROFILE D 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: MAINVUE WA, LLC PAGE: DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: M OF: 66 ffimmmmmmm v a W n z z U a W o LPL IL a a rr ZD a 0 V Cn �i 0 N 0 N a� 0 0 a 0 I E I Ln 0 0 1-1 Ln Ln 0 19 ASBUILT DRAINAGE FACILITY PLAN AND DETAILS ZOIZ ALL AT TIFFANY PARK UlM � D PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON GRATE REMOVABLE ACCESS YD GRATE. REFER TO STRUCTURAL RIM: 404.81 PLANS FOR DETAILS IE: 399.00 k 386.75 10 LF 30" SD CAA 1 7% IM 0.50% �' I I I I I I I I I I I ..•��� I I I I I I I I � � ������' ' I I I I I I I I� I I I I I I I I I I IDGE F sT ucTu L _ I I I I I I I I I I I I I I I I I I I Q CD .......0 .90g 86.7 I I I I I I� I I I I I ANEL (TYP. ,.. B 35 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 35 I IE=1387.06 (30" 1 12" ANTILAIIIoN PIPE I I I I I I I I I I I I I I I I 41.8.... 4a.6. 5' WIDE' X 7' HIGH MINIMUM OPENING FOR MAINTENANCE ACCESS BETWEEN CELLS 91 (TYP.) .......4.f4 I I I - _ i� I i I I I I I szp8 I I - I I I I I I I 92 I I I I I I I I I I I I I I ......1, I 408................. I I I I I I I I - I I I I I I :I ... / I I I I I I 386.75 - I 5'X10' REMOVABLE ACCESS GRATE. REFER TO STRUCTURAL 1 PLANS FOR DETAILS.... i..... ,cos ....... CONTROL STRUCTURE #1 SEE SHEET 33 FOR DETAILS 1 I I I 93 I I I 1 386.75 12 1 I .404 -2-2.-..LF12'I SD 0 4.697o 1 0.,37 STORM FILTER VAULT PER 1 DETAILS ON SHEET 33 IE = 386.90 (12" IN) I IE = 384.60 (12" OUT) 1 CL D / \ / / / I I I f I / I / 94 1 I , I � I / I � I � II .•I•. I I I I I I I I I I II ��: II II II II II II II III II��II III III III III :� III III III III III 1II IfI III ••�• ss. .2�••53 6.25I38I2 5 r' 40851 I'•I I I I I IT� �� •.• �. I I I I I I I I I I I I I I I I to1386.75______ I I I 38 .75 r I I I I I.. I I I I I I I I I I I I I I I 1 I I I I I I I I I I I - I 1�4 '' ''I' ' $86.251 I I I I 1.. I I I I f I : I I I I I I II_,-i''� ao6 13s6. 5 I I I I I I I I ,I-'' I I 1 I I I 1386. 5 1.. I I I •.•'� I I I I I I I I C I I _��'.••{••.......�,••, l••''' I I I I I I I ••�• I I I I I I I 18 I I I I `1'' I I I I I I I f•��. I"' I I :�• I I I I I I I I I I I .•f•• I I I I I I I I I_,--F'' I C I I I I I I I I I �.-f-� I ---------------- --- ------ ---------- _ _ _ _ _ ___ ....13805 124" ACCACCESSOPEI =41TH LADDER AND RbUND �OLID ILOCKII41GI LID MARKF_DI DRAIN" WITH LOCKING BOLTS I ND OISHA CbNFIN8D•'* I I I I I �.I.��••I I I I I I I I ..... f" I SPACE -WARNING (TYP.) ItOR RAISED OPENING WHERE THE DE•Pj H I I I I I 1 I 1 .736. 5 mo; I I I 1_,-I-FlOM l THE IRON COVER 10 THf.. TOP I OF THE VAUET EXCEEDS 124 I I I I f •. I I I I I 1..•..•...1 I I - INCHES, AN ACCE S COVER E. UIVALE T TO A TY E 2 ICH �� �BASiN�Ql7 TYPES M . SH' ALL BE U E SE WSD. T ---�- I I I I STANDARD FLAN BI-15.2 .�00 bR B-15.40 00. ' I I I I I 1 I I I 1386 2� 404 ...... „ 1 " I I I I I I I I I I I I I I I I,d� 12 I VENTILATION• 1 -PIPE I I I 1 1 3Z s.25 �, I I I I I I I I I I I I I:' I I I I I I I I I $86.75 4 �' I I 12" VENTI TIoN PIPE I..........�.........I •���••�••1"'•••••••I•••••�....I..........I•.... •..I�'•� I I I,_,k'' I I I I :'� I I y''°' I I I I I.. �� I I i ----- I I I I I I I ID 7�'�I I I I I I ......... I I I I I I I I I I I I I :1 386.7 . CAST- CONCRETE $7 LF 0" SD3 N VAULT. REFER TO132' DETENTI93 0.80X STRUCTURAL PLANS PREPARED6.75 ...... I. I I I I I .. I I I I I I BY VISSER ENGINEERING h° .....I.... I I I I I I I I I •..•••'''•I I I - I I I I I I I I I I I I I I I I 386 25 PROVIDE PERFORATED 3 6.25 I FOOTING DRAIN AROUND I I I I I I I I I I I I I I o I •�..•••""'f ENTIRE VAULT PERIMETER. L; I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I ...I..••••••"f• I I I I I I I I I C I � I CONNECT To .C6#7 YD I I I I I I I I I I I RIM: 402.56 IE: 397.66 I I I I I I I I I 6" SD 0 1.00% MIN. I I I I I I I I.• ''' I I I I I 1""""'1" a ''' I I I I I 386.7� ..586.751 ' ••• I I I I I I I I I I...�•�'•• I I 12" VENTILATION.. PIPE ''•••.l.•• .L.•••''' I I I I I I I I I I I I I I I I I 3 L625II 1386 23825 5, WIDE 7, IGH MINIMUI 1 oP NING FOR AINTE�IANCEI I I I I I I f I I I I I I ACCESS bETWE N SE ILS (TYP) I I I I I I I I.. I I I I I I I � I I I I I I I I I .•��I I I I I I I .�'��•I I I...•••��• I I I I I '" � � � I I I I .•�� I I I I I I I ..•� I I •.��'• I I I I I I �' g�.751 I I I I I 1 10 1 1 1 1 I I I I I I I I ILO I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I •�•�•�I�•.... I I I I I I to I I :�� 386.�5 I I I I 1.........�.........I�..... .... I I I I I I I I I I I I I I I I I I I I 1 10 1 I I I 1386 2� 1 1 1 1 1 1 1 Ln 1 1386.215 1 1.........1 ........I ......51X,1•2'..$UMP I ,�,-%.........ILo.....1...... CONTROL STRUCTURE #2 SEE SHEET 33 FOR DETAILS 6" SD @ 1.00% .MIN. 0 YD RIM: 401.23 IE: 399.23 12" VENTILATION PIPE TRACT A 3E EDGE OF STRUCTURAL PANEL (TYP.) 24" ACCESS OPENING WITH LADDER AND ROU SOLID LOCKING LID MARKED 'DRAIN" WITH LOCKING BOLTS D'OSHA CONFINED SPACE WARNING (TYP.) FOR RAISED OP NG WHERE THE DEPTH . FROM THE IRON COVER TO THE TOP THE VAULT EXCEEDS 24 INCHES, AN ACCESS COVER EQUTO A TYPE 2 CATCH SASIN..OR. TYPE 1 MANHOLE,,S L BE iJSED. SEE WSDOT STANDARD PLAN B-15A' 0 OR B-15.40-,00. 386.25 12" ENTILATION PIPE YD RIM: 401.51 IE: 398.94 2-34 LF 30" SID C�...' ..2,35.................... 1.17X 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION / / / / / / / / / SURVEYED: BCE DESIGNED: BJT BK 1/20/1 8 BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT � NOTES• / / / / 404 TRACT A VAULT DATA: DETENTION VAULT RISER OVERFLOW WATER SURFACE EL = 398.60 DESIGN WATER SURFACE EL = 398.00 VOLUME REQUIRED = 213,296 CF VOLUME PROVIDED = 229,130 CF VAULT VOLUME CONSTRUCTED = 225,380 CF 1. VENTILATION PIPES (MIN. 12" DIAMETER OR EQUIVALENT) SHALL BE PROVIDED IN ALL CORNERS OF VAULT To ALLOW FOR VENTILATION PRIOR TO ENTRY OF MAINTENANCE PERSONNEL INTO VAULT. VENTILATION PIPES ENTER THROUGH THE SIDE WALLS OF THE VAULT. PROVIDE LOCKING LIDS FLUSH WITH FINISH GRADE USING CLEANOUT. 2. WHERE PIPES ENTER AND LEAVE THE VAULT BELOW THE DESIGNED MAX WATER SURFACE, THEY SHALL BE SEALED USING A NON -POROUS, NON -SHRINKING GROUT. 3. SEE DETENTION VAULT STRUCTURAL PLANS PREPARED BY VISSER ENGINEERING. 4. SEE SHEET 44 FOR YARD DRAIN DETAIL. SCALE: HORIZ: 1 "= 1 0' VERTICAL: NAVD 1983 83/1 CITY OF R HORIZONTAL: NAD 1983/1991 VER: N/A RENTON I ONE INCH I DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY YD RIM: 402.65 IE: 399.65 402.................. SEE GRAVEL ACCESS ROAD SECTION DETAIL SHEET 16 / VERTICAL DATUM 6" SD 0 1.00% MIN. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) CITY OF RENTON EDEPAFiTMENT OF PUBLIC WORKS e�F• WAS k � o Z 4 423 p �� FSS, F0/SiE�� 0L ECG 11/2.0/201 2 cD LLJ U F z> zw 0 cn gN w J as Z x Z w Q J QP rj O C 4 N CN 00 z U Z � 00 W W CN Q I I w z 3:u7 �n g Z Lc) F_� N I -. Ln N _- J-) Z - w W N Z N N J W Y U 0 J S Q 0 z APPROVED BY DATE W fR c� APPROVED BY DATE v APPROVED BY DATE APPROVED BY DATE DRAINAGE FACILITY PLAN AND DETAILS D 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 w BELLEVUE, WA 98004 SHEET: �� OF U ww IRI-131912131312 co N M O 0 W rr a w z z o a LLD 0 0 Q Q rr ZD J J Q I I I I a� X z O c� z Y J m 0 V Cn 0 N \ O N N E a� 0 0 a 0 I I 0 0 Ln Lc) O z IAniA cM00TH BARS -DED TO (TYP.) PLAN 3/4" DIA. SMOOTH BARS 12"MIN. W/ENDS WELDED TO �� BAR FRAME -7 PIPE COUPLING 2%5" ANCHOR STRIPS WELDED TO 3/4" DIA. BAR -FRAME AT 4 PLACES SPACED UNIFORMLY. FASTEN WITH 1/2" NON- CORROSIVE BOLTS AND NUTS. SIDE VIEW NOTE: CMP END SECTION SHOWN. TRASH RACK DETAIL NOT TO SCALE MAY BE REMOVED 3/4" DIA. BAR FRAME A,I 101000-1-110 AR-�-�-���-�-�- 1 I� I� • CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING/RISERS INLE DISSIPATO INLET PH E �18E l.E. = 386 SECTION A -A +E36$ I.E. = 384.89 ALTERNATE PIPE LOCATION (TYP) - OUTLET SUMP A OUTLET VERTICAL DATUM oz- _ UHw C7 -1 ~ = Q z� � <-0 _ja O ;P- Wzo z ASBUILT DRAINAGE FACILITY DETAILS FOR q r•r•URA AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON ROCK PROTECTION AT OUTFALLS ROCK LINING OUTFALL SPECIFICATIONS: ROCK LINING SHALL BE QUARRY SPALLS WITH GRADATION AS FOLLOWS: PASSING 8-INCH SQUARE SIEVE: 100% PASSING 3-INCH SQUARE SIEVE: 40-60% MAXIMUM PASSING 3/4-INCH SQUARE SIEVE: 0-10% MAXIMUM ROCK LINING MINIMUM DIMENSIONS: THICKNESS: 1 FOOT WIDTH: DIAMETER + 6 FEET LENGTH: 8 FEET OR 4 X DIAMETER, WHICHEVER IS GREATER HEIGHT: CROWN + 1 FOOT RIPRAP OUTFALL SPECIFICATIONS: RIPRAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS FOLLOWS: MAXIMUM STONE SIZE: 24 INCHES (NOMINAL DIAMETER) MEDIAN STONE SIZE: 16 INCHES MINIMUM STONE SIZE: 4 INCHES RIPRAP MINIMUM DIMENSIONS: THICKNESS: 2 FEET WIDTH: DIAMETER + 6 FEET OR 3 X DIAMETER, WHICHEVER IS GREATER LENGTH: 12 FEET OR 4 X DIAMETER, WHICHEVER IS GREATER HEIGHT: CROWN + 1 FOOT STORMFILTER DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD VAULT STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (56). VAULT STYLE OPTIONS INCLUDE INLET BAY (49), INLET BAY/OUTLET BAY (46), OUTLET BAY (51), INLET BAY/FULL HEIGHT BAFFLE WALL (41), FULL HEIGHT BAFFLE WALL (46). STORMFILTER 8X22 PEAK HYDRAULIC CAPACITY IS 1.8 CFS. IF THE SITE CONDITIONS EXCEED 1.8 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 1 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 1 2 gpm/ sf 1.67*gpm/sf 1 gpm/sf CARTRIDGE FLOW RATE (gpm) 22.5 1 18.79 1 11.25 1 15 1 12.53 1 7.5 1 10 1 8.35 1 5 * 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY INLET PIPE 1 I.E. = 386.86 OUTLET PIPE I.E. = 384.89 SITE SPECIFIC DATA REQUIREMENTS STRUCTURED SF#1 WATER QUALITY FLOW RATE (cfs) 0.47 PEAK FLOW RATE Ids) 5.53 RETURN PERIOD OF PEAK FLOW (yrs) 100 CARTRIDGE HEIGHT (27", 18", LOW DROP(LD)) 18" NUMBER OF CARTRIDGES REQUIRED 53 CARTRIDGE FLOW RATE (gpm/f) 1.00 MEDIA TYPE (PERLITE, ZPG, PSORB) ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 996..99 CPEP 18" INLET PIPE #2 OUTLET PIPE 48464 CPEP 18" UPSTREAM RIM ELEVATION 402.5 DOWNSTREAM RIM ELEVATION 402.5 ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTES/SPECIAL REQUIREMENTS: * PER ENGINEER OF RECORD GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). 8. STORMFILTER STRUCTURE SHALL BE PRECAST CONFORMING TO ASTM C-857 AND AASHTO LOAD FACTOR DESIGN METHOD. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER VAULT (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT 5'x10' FRAME, GRATE, & SOLID COVER WITH LOCKING BOLTS. SEE COR STD PLAN-236.00 RIM=4H.89 402.57 5'x10' FRAME, GRATE, & SOLID COVER WITH LOCKING BOLTS. SEE COR STD PLAN-236.00 RIM=493.99 402.57 0 a 0 m w w LL 39Z 74 OPEN TOP EL=398 6� 36' CMP RISER 3' MIN. 18" OUTLET PIPE EL=393-58 (18") D 393.22 z N � 3" X 0.090" GAGE SUPPORT ' ° BRACKET ANCHORED TO CONCRETE WALL. (MAX. 3' VERTICAL SPACING) D NOTES: 1. ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST BE STAINLESS STEEL OR ALUMINIZED STEEL. 2. PROVIDE WATER STOP AT ALL CAST -IN -PLACE CONSTRUCTION JOINTS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. v D ° BOTTOM OF VAULT LID EL=399.50 7 MAXIMUM DESIGN WATER SURFACE EL=398.68 397.74 8" SHEAR GATE W/CONTROL ROD FOR CLEANOUT/DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER). SEE COR STD PLAN-237.30 ORIFICE #2 IE=391.59 (6") 391.22 ELBOW RESTRICTOR ORIFICE 0=3.90" w SAFETY HANDHOLES, STEPS, OR LADDER. SEE COR STD ° ° PLAN-236.00 ° BOTTOM OF VAULT LID EL=399.50 \7 STATIC WATER SURFACE ... ... _ ... ° MAXIMUM DESIGN WATER o ° = SURFACE EL=398..88 386.92 397.74 ° O ° D D D v' FLOOR GRATE WITH 2'X2' DO HINGED ACCESS DOOR. (1%1/4" METAL BARS), STAINLESS STEEL OR D _ 12" MAX. ALUMINIZED STEEL (TYP.) ° D ° BOTTOM OF SUMP EL=383.00 D 18" OUTLET PIPE TO STORMFILTER I E=38�.88 (12'$ ° 386.92 3" X 0.090" GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAX. 3' °D VERTICAL SPACING) RESTRICTOR PLATE WITH ORIFICE #1 0=2.50" EL=365-68 384.92 SOLID WATER PROOF CAP ON 18" CMP RISER EL=369.88 390.02 CONTROL STRUCTURE #2 SCALE: 1 "=2' o z SAFETY HANDHOLES, STEPS, OR LADDER. SEE COR STD ° `F P 4,423 p �� FG' PLAN-236.00 SSIONA , S 10, 8" SHEAR GATE W/CONTROL L ECG\ ROD FOR CLEANOUT/DRAIN NOTES: 11/20/201 (ROD BENT AS REQUIRED a FOR VERTICAL ALIGNMENT 1 ALL METAL PARTS MUST BE CORROSION WITH COVER). SEE COR RESISTANT. STEEL PARTS MUST BE N STD PLAN-237.30 STAINLESS STEEL OR ALUMINIZED STEEL. _ v STATIC WATER SURFACE Z 2. PROVIDE WATER STOP AT ALL 0 g N 386.92 CAST -IN -PLACE CONSTRUCTION JOINTS. a ° PRECAST VAULTS SHALL HAVE APPROVED Lw a �, Do D. P RUBBER GASKET SYSTEM. Z Q z W W J ° Q' ' "LO o N 00 Z LL CONSTRUCTION RECORD J� FLOOR GRATE WITH 2'X2' p � N r> HINGED ACCESS DOOR. DRAWING Z w w °o (1%1/4" METAL BARS), CN Q z_ N z STAINLESS STEEL OR THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE z_ 12" MAX. ° ALUMINIZED STEEL APPROVED CONSTRUCTION DRAWINGS PREPARED BY � � w u (TYP.) o . BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN CV Z N N J D EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION DD LIJ > D ° PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION Y v N OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD BOTTOM OF SUMP EL=383.00 REVISIONS. 0',OH/ CITY OF RENTON CONTROL STRUCTURE #1 DEPARTMENT OF PUBLIC WORKS 2 Q ♦ z SCALE: 1 "=2' APPROVED BY DATE .i w V � 2 APPROVED BY DATE ,l�l v APPROVED BY DATE b� O CO�yJ APPROVED BY DATE U z SCALE: DRAINAGE FACILITY DETAILS DATE, 1 m VERTICAL: NAVD 1988 .� � CITY � F HORIZONTAL: NAD 1983/1991 /20/2018 1� RENTON ASBUILT - ALLURA AT TIFFANY PARK PAEOLDBOOK O MAINVUE WA, LLC DRAWING NO: I ONE INCH DATUM W AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE SUITE 202 IF NOT ONE INCH 1 SCALE ACCORDINGLY BELLEVUE, WA 98004 3`[7 SHEET: OF. 6° W R 3 N O� co 0 W Y rr Q w n Q z z u Q cd L.L w 0 O LL w Q Q rr J J Q I I I I Q) X CD 0 z Y J m 0 U in 12 n Ln 0 N O N E 0 0 a 1n 0 I N E I Ln O i 0 Ln Ln O Q0 IIIIIIIIIIIIE'vK-11 425 415 410 IIIIIIEFFii-T-1 385 �7 375 370 365 ASBUILT DRAINAGE FACILITY SECTIONS AND DETAILS FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 8 SE1/4 OF THE SEi/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON SEE GRADING AND Pr-TA'hllhln WALL PLAN 0 SECTION COVER OVER VAULT VARIES CAST -IN -PLACE CONCRETE DETENTIO-7\ "00� N0.1-11-T REFER TO STRUCTURAL PLAN FROM EL 402.50 TO 405.50 0900, rrm, It PREPARED BY VESSER-ENGINEERI--; - e • e .. a7 a .. a A TI 399.50 i IF = '- . 111 El 49&f)B- CONTROL K+LOAD RETAINING WALL SEE GRADING AND RETAINING I in WALL PbkN FOR ADDITIONAL 3.a e aINFORMATION J UTLET riz IL I EL 386-92 IAI .7 a .a. e a �4 a .. a .P .. 45 a. a a. .. — lu -383 On eLL- — 1C aim - 171940.42„ " _ S) FICTION - " C. � j I. M N N LnQ CDLO C0 to N r- rn CO CO Kam') a 0+40 1+00 2+00 SECTION A —A DETENTION VAULT PROFILE VIEW 1 "= 10' H, 1 "=5' V VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK SURVEYED: BCE FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC DESIGNED: INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 BJT EL=413.38 (JUNE 2013) 2 REVISED PER CITY COMMENT BK 1/20/1 BJT DRAWN: FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ASBUILT BK 11/2/18 BJT CHECKED: ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE RAG 2014) NO. REVISION BY DATE APPR APPROVED: : 425 420 415 410 405 E/ /1111111 385 �y J, TA�k Wi r 380 � c Q o 2 z o ,p 4 423 p �� T��NG���, �NAL 375 1112.012.01 N T O cn 2 0 U 0 370 z� 0 Z N c� J d J z ZZ LrJ J W N z 00 365 Q O N 00 U L Z> C4 0 00 N n rn ao uiz Z I I ui ui Q Z Ln Ln 3 Z O O �� I—,W Ld ~ Ln Ln N Z N N _ J O' 00 W -F -F 3+00 3+10 CONSTRUCTION RECORD CITY OF RENTON DRAWING �EPAFiTMENT OF PUBLIC WORKS J 2 Q � THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY DATE '= Lu APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY DATE V �`2 O EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION �, � PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION APPROVED BY DATE b N5J T OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD a 0 CD O REVISIONS. APPROVED BY DATE SCALE: DATE: HORIZ: 1 "=10' HORIZONTAL: NAD 191988 83/1991 CITY OF DRAINAGE FACILITY SECTIONS AND DETAILS 11 /20/2018 m 3/1� VER: 1 "=5' RENTONPAGE: ASBUILT — ALLURA AT TIFFANY PARK FFIELLDBOOK: O ONE INCH DATUM MAINVUE WA, LLC DRAWING NO: AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 �! IF NOT ONE INCH SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: 34 OF:68 W IRI 131912131314 I I I I X z 0 CD z_ Y J Q m 6 0 U in n 00 Ln 0 N O N E a� 0 0 a 1n a I E I Ln 0 i 0 Ln Ln O Q0 i V) 0 0 0 a r w 4; co ASBUILT DRAINAGE FACILITY SECTIONS AND DETAILS c°h' FOR 0 ALL UlM AT TIFFANY PARK W PTN OF THE W1/2 8 SE1/4 OF THE SEi/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 219 i­- I TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 0+25 1+00 SECTION B—B DETENTION VAULT SECTION VIEW VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) 2 FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) NO. 1 "=10' H, 1 "=5' V REVISED PER CITY COMMENT ASBUILT REVISION 2+00 425 420 415 nX E22 0 385 380 ,p 4 423 p �� AT0 L�NG���, 11-/2.0/2.01 375 2+80 CONSTRUCTION RECORD I CITY OF RENTON DRAWING DEPARTMENT OF PUBLIC WORKS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION APPROVED BY OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD DATE DATE DATE 2 (n LLJ 0 U F z> 0 N Z Ld J a J Ld z x < z W N < ,z J Z Q rr) O N N N 00 U Z 00 N cfl I- 00 > w Z � Q I I w w Ln Liz Z_ 0 Z Ln ~ N Ln N Ln Z — Ld W N 00 Z LLJ N "t N "t J� Y U N REVISIONS. APPROVED BY DATE SURVEYED: SCALE: VERTICAL: NAVDATE: BCE HORIZ: 1 "=10' D DRAINAGE FACILITY SECTIONS AND DETAILS > > /20/2018 DESIGNED: HORIZONTAL: NAD 1983/183/1991 :� C I T Y O F BJT vER: ' "=5' ASBUILT — ALLURA AT TIFFANY PARK PAGDBOOK: DRAWN: RENTON MAINVUE WA LLC BK 11/2/1sLBJTRCHECRKAED: ONE INCH DRAWING N0: DATUMg� g� P 1110112TH AVE NE, SUITE 202 AT FULL SCALE Plonnin Buildin Public Works De t. RAG IF NOT ONE INCHBY DATE APPROVED ' SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET OF: 35 68 IRI-131912131315 co N co r 0 W Y rr Q n LLJ Q z z U QH _D 0 H 0 2 Q Q J Q z 0 c.� z Y J a m 0 U U) 0- 00 Ln N 0 N N E \ 0 0 U) 0 I I Ln Ln 0 cO 0 Ln Ln 0 SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 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 MUNICIPAL 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 THIS 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 APPROVED PLANS, WHICH ARE ON FILE IN 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 HOURS 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'S/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 NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY 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 MAINTAINED 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 UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR 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. 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 SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. ASBUILT ROAD AND DRAINAGE NOTES AND DETAILS FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 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 ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT 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 SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "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 UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). 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 PERVIOUS 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 CAPACITY 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 LIABILITY 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 APPROVE 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). 3/8' PRR%40WFD JOINT F LUR (T P) FAOEOF r� 6 1121, f 3' 5 1 1" (14e j i fa" R r �" EMMM2 /8'R X S/$•'p CIUMMY IDNI aEENOTE2 (3 F. CENTEFiUNIE OF fRWE a ORATE MATCH MOAVMY SLOPE i '• 9 4 P SFCTION 0 GEr,ERA_ �#CT-S: The intent of this design is to facilitate the removal of catch basin with minimal disturbance Of the curb. 2- The expansian joints of the adjacwt eldewalk shall be adjusted to be In tine with these curb expar ston ]pints. PLAN VIEW _ fRAJ E AND CRATE - hf'rINCLUDEU IN CuRff ANU euTFE391u nuw TOP OF RCVOWAY AWUff VENT SECnON - NOT 1W1_1JWV ire MRIS ANO Q rxrrm am rtmu CATCH Wil'i - NOT DiMLEWD W MRS AND IGUTf M id nim CEIeMv CONcr&TIt t�JRB AFeQ G1J7TER CIEMENT C014CFMTE CUM STD. PLAN - 1Ui.t } P'JHIdC WORKS INSTAL.L.ATIflN AT PRQ p DEPARTMENT CATCH BASINS gar_ 2 REVISED PER CITY COMMENT BK 1/20/1 1 ASBUILT BK 11/2/11 NO. REVISION BY DATE SURVEYED: BCE DESIGNED: BJT BJT DRAWN: RAG BJT CHECKED: RAG APPR APPROVED: BJT SCALE: STRUCTURAL NOTES: 28 1/2" 12 7/8" OE] OQ 0�2 O 10 0�3 011 0© 012 pO a1P 0 0© p�7 OQB 3" 10" 28 1/4" TYPE 2 (FRONT VIEW) 12 13" 28 1 TYPE 4 (FRONT VIEW) 16 - 12 7/8" 3" O" i 28 1/4" „X„ 17" ..X..J 12 5/8" iw 17" PEDESTAL 17 5/8"� Notes: 1) Certified by U.S.P.S. to all performance specifications of 16 3/ „ U.S.P.S.-B-1118-E, Cluster Box Unit (CBU) 2) Constructed of stainless steel, aluminum, and corrosion resistant components C 3) Parcel components prepared for U.S.P.S., provided „A„ „D„ 306P lock. 5' CLEAR WIDTH 2.00' -4-1/2 "YDIA. - ANCHOR BOLTS BUTYL RUBBER PAD 2.75 MATCH EXISTING CEMENT CONCRETE CURB GRADE IN PAVED AND GUTTER PER STANDARDS a 41 4 RODS ON 14" ` . .. O.C. MAXIMUM. EACH WAY 3.5' X 3.5' X 1.0' z THICK MAILBOX 5" THICK CEMENT FOUNDATION CONCRETE SIDEWALK PER STANDARDS OPTIONAL COMPACT GRAVEL OF CRUSHED STONE (OMIT SIDE VIEW 3" TYP. FIRM UNDISTURBED SOIL OR WELL WHERE SOLID ROCK OCCURS) COMPACTED SOIL UNIT TYPES TYPE DIM. "A" DIM. "B" DIM. "C" DIM. "D" PEDESTAL TYPE 1 62 1/2" 31 1/2" 30 7/8" 62" 31" TYPE 2 62 1/2" 31 1/2" 30 7/8" 62" 31" TYPE 3 62 1/2" 45 9/16" 45" 62" 17" TYPE 4 62 1/2" 45 9/16" 45" 62" 17" H.D. PEDESTAL TYPE DIM. "W" DIM. "X" DIM. "Y" DIM. "Z" (CTR TO CTR) (CTR TO CTR) HOLE LOC. HOLE LOC. 17" 8 1/2" 10" 4" 9 5/8" 31 8 1/2" 10" 4" 9 5/8" GENERAL NOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS, CONTAIN 4% MIN. - 6% MAX. AIR ENTRAINMENT AND BE PLACED WITH A 3 1/2" - 4 1/2" SLUMP IN ACCORDANCE WITH ACI 301. 2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615. GRADE 40. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A193. B8M (316) STAINLESS STEEL. MAIL COLLECTION BOX UNIT (CBU) DETAIL NOT TO SCALE 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN 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. VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 111116 CI TY OF RENTON Plonning/Building/Public Works Dept. "31 12 5/8" 31" PEDESTAL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 7LP 1 40 P '411423 S��NA 11-/z0/201 2 (n ui 0 U Z> z(If O V) UJ QN J J a < w z X < Z w LLJ N J Q r-10 C:)N N N 00 Z U � Z C:1 00 N (_fl r 00 j w ZM Q I I w ui Liz Liz Z_ 3 Z Ln ~ N .-I Ln N Ln Z - w r W N 00 Z N N J C),V, . J 2 Q �7 ♦ Lu APPROVED BY DATE i W APPROVED BY DATE V� A APPROVED BY DATE bA ° CONSJ APPROVED BY DATE v ROAD AND DRAINAGE NOTES AND DETAILS DATE 1 E1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET 41 DF:68 SMENOWN OWN Y rr Q Q Z Z U Col WLL 0 0 LL Er a_ a rr J J Q I I I I X Z CD Z_ Y J m iv U U U) N 0 rri 0 N N a; E a� 0 U) 0 I Ln I Ln 0 k0 U) 0 Ln Ln 0 QO 2 jr A FRAME AND VANED GRATE J' 1 r..LM OURFACE AND BOTTOM AREA +p ` RROVIDE UNIFORM CONTACT THE SJrTFAC' AREA or THE BASE SECTION MUST B E GROUTED TO THE BOTTOM AREP, of TFiE + ADJUNTPACNT Stcrl H ADJUSTMENT SECTION I BASE SECTION SEE NOTE 4 NOTES I. THE COVER OR GRATING OF ACATC1I BASIN SI1ALL. NOT 13E GROLjTr;7 TO FINAL [GRADE UNTIL THE Fi, AL ELEVATION OF THE PAVEh1ENT, {;CUTER, D1 tCH, 0R S;DErNALk IN WHICH IT IS fO BE PLAC:EU FiAS.BEEN I'STAt31 I:,tHr.rs; ANI) I1N l'1 Pf RMIr;,%% Hl m.At I L-N Ks LIVEN BY TI IE E14GWEER 10 [,1'W[jT IN PLACE 1J ACCnf(L}ANCE WITI I AFIWA STANDARD SPFCIr1CATI0N 7-M .9. SHI MS HIMS �HA11 NOT ED: ImEn'I0 SIFT FtiAME' 'ro C;f2ADF. THE t1SE OF 94IMS IS PROMBITEEI. :t. A C47NT1Ntt011 LAYER OF MORTAR 5iAI-E BE PLACED FIFTWFFN A:7,1I.J8-rMFN I f;IN(;:; AkIi) riI21C t `; I'IE;f31; I U I'LAC:LML-;J I. 4, f -Ir tJS>_ Or {CRICK la PERMITTED WHERE THE I}RICKS ARF STAGGpFRr•r1 rt7 (:RI.ATF A RUNNJN(G RONO ON BONO 5. a�I),Flj, fMi:NI':;Et;IIONS IALLI6LQWLI LOWA7f:N1'IUIII'T0'IIIEL;Orf(.)MAR1.h01 RIf'A0.IltMMI NI .;I C:1h')NVVIHHN0N:;fIItII KUW(JI h s ;HifCl N[; aE +NEEN At-t,Jljs Erik d SkL: I K)N SHALL 03E WA t EFi I IGI I I . 1 r:;ROH I J:; 1 U I11 NON.f.l-IMNI.( IYPI- C;Fif1I d I Mtj-. 11Wi I11 !!E L1I81RHMEty I`t ills / 5Ttv1 t'.;7 I'Eti Al:,WA k IAN(1A13Lf SIIECIFICAlloN rf-Po.3 I f)II. MAXIdAljhA Prf�CrNT DRv SI IRIM1JI(A(,F Tf I` MINVkil A-4 C:OURRi'.`;.SIVf S. E IV: N(3I H ` IAM I. RH 4,f1(K] PS,I AI I DAY PFR:APWA 31ANF)ARn l;li-IL;FtiIli'N U 2D..I R PICK 11 II 111*4 11{1I 1 S AItI 14> HI r;far]I 111 31 WA I - R IT;H F. PUBLIC: WORKS 0,ASIN 9irl�Y1A@.I ��IGIPoI n>a 1•}Ar�Tt�F�r•r PRESSURE TREATED 7-1/2" X 7-1/2" CEQAR POST (2)#4 HORIZ, TOP & 80TTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER SURFACIN CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN RESAR & CONCRETE SURFACE. STD, PLAN '02,00 MARCH 2O08 TYPE- B V 0 45' CHAMFER ALL AROUND TOP f- PAINT TOP 5" WHITE ALL AROUND r REFLECTIVE MARKER (TYPICAL BOTH SIDES) I" DEEP NOTCH ALL AROUND -1/2" Q 45` CHAMFER ALL EDGES SLOPE CONCRETE FOR DRAINAGE 2"0/8" JOINT MATERIAL ,,,:':;:,'_._�, •;•.,•CaNCRE.TE SIDEWALK : f7- .I 12" FIXED WOODEN BOLLARD ADOPTED CITY OF FENTON +: + STANDARD PLANS LST DATE:04/04 DWG, NAME: H022 5P PAGE; H022 ASBUILT ROAD AND DRAINAGE NOTES AND DETAILS FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 219 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON FRAME AND VANED GRATE OR T HEIGHT TWO #3 BAR HOOPS FOR 1 Z' HEIGHT RECTANGULAR ADJUSTMENT SECTION Lr b� #3 BAR EACH CORNEF 43 BAR EACH SIDE f!'i RIlR FAPF PRECAST BASE SECTION 93 BAR EACH CORNER IS" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP� 12" {STD. SPEC. 9-3523 SCLID WALL PVC (STD. SPEC. "" 2(1;) 15" PROFILE WALL PVC T5" (ST4. SPEC.9-OS.12[2y) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As aocepWiAe alternatives to the rebar shown In the PRECAST BASE SECTION, fibers [placed according to the Standard Speciflcations].Of wire mesh having a minimum area of 0.12 square Inctles per foot shall be used with the minimum required rebar shown In the ALTERNATIVE PRECAST 13ASE SECTION. Wire mesh shall not be placed In the kn4Gkwts. 2. The knockout diameter shall not ber greater than 2D". KnOCkputg 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, lithe gap with Joint mortar In araardance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert Shall be 5'. 4. The frame and grate must be Installed MM the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a raga of 1:24 or steeper. 6. The opening stlall he measured at the top of the precast base section. 7. All pickup holes shall he grouted full after the basin has been placed. S. All grade rings and castings shall be set In m oar In accordance with Standard SpedHlcatlon 9-04.3. SEE 3407E 1 ALTERNATIVE PRECAST BASE SECTION +� + PUBLIC WORKS CATCH BASIN TYPE I STD. PLAN - 200.00 �i DEPARTMENT MARCH 2008 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 8 CATCH aASIN F RAVE AND VANED GRATE (DETAIL 2134.001 9 HANOHOLP nor q = RECTANGULAR AWIj5TMENT SECTION i 0K OR CIRCULAR ADJUSTMENT SECTION °P . GROAT, TYPICAL IsEE Nc M 51 C} a - PLAT SLAR TOP LL h o 2 a w 4P. 54'.9q`, 121, B4' DR.%- �' MORTAR FYP.) 0 - 3'TL•PS OR.f ` LADDER L� iv a 0 - z E x MORTAR FILLET v g .��- RFLFCr3CING STEE![7YP-f ` PPE 204iE 9Er1dNG fi. T Zfi SEPARATE13ASE INTEGRAL BASE CAST -IN -PLACE PRFCAS'T WITH RISER GRMS' EACxnl: FOR NPE Z01,1E SE"G SEPARATE BASE PRECAST HC SEE NOTI TOP VIFw FRAME DETAIL CURB OR CURB AND GUTTE11 NATCH TOP OF HOOT} To TOP -OF cuRe (iYP.) HOOD =BRIB GUARD ANED GRATE LAME ISOMETRIC VIEW DETAIL SECTION O A y CATCH BASIN - 1= 0.56) FRA61B GRATE =34" (Vol DE SIDE) CATCH BASIN TYPE: 1 _ = e(r W DE SIDE) CATCH BASIN TYPE I SEE NOTE t SECTION { A } NOTES I. The asymmetry of the Combination 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 amerig dif- ferent manufacturers. The Frame may have cast features Intended to support a grate guard. Flood units shall mount outside of the Frame. The methods for Fastening the Safety Bar Debris Guard Rod to the Hood may vary. The Hood may Include casting lugs. The top of the Hood may be cast with a pattem. 3. Attach the Hood to the frame with two 314' 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 spedled In the contract, provide two holes In the frame that are vertically aligned with the grate slots. Tap each hole to accept a 518" n - 11 NC x 2" allen head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL 5. Only ductile Iron Vaned Grates shall be used. B. This plan Is Intended to show the Installation details of a manufaD- Lured product. It is not the intent of this plan to show the specific details necessary to fabricate the castings shown on this drawing. ~ PUBLIC WORKS OPEN CURB FACE PLAN - 203.00 + ++ DEPARTMENT FRAME AND GRATE INSTALLATION DETAIL MARCH 2008 CATCH BASIN DIMENSIONS CATCH aA51N OI5,ASIN R WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORC ING STEEL In2AL IN EACH DIRECTION SEPARATE BASE INTEGRAL EASE 4E' 4' B" 36, B" 0.23 0.45 F4' 4.V a" 42" 6" 43.19 0.19 8" 48' 6" 0.25 0.25 72' 61 a" 130" 17 0.35 0.24 04' T 17' 72' 12' an 0.4 01 8" t2' N, 1?' 0.38 0.79 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may he sloped to facilitate cleaning. a The rectangular frame and grate must be installed wish the flange down. The frame may be cast Into the adjustment section. 4. Knmkouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockoul wall and the outside of the pipe. After the pipe Is Instated, fill the gap with joint mortar In accordance With Standard Specification M4.3. 5. Al grade rings, risers, and castings shall be set In mortar In accordance %& tl Standard Spedticatlon 9-04.3. PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER Qf,EGR ALL METAL CPSSP D SPUD WALL PVC PROPILE WALL PVCQ 49' 24" 30" 24• 2i' 30" 54" 30' 36' 30, 27" W" 61' 36' 42' 36' 39' 42' 72' 4T S4' 42' 36. 48" d4' S4" a0' 54' 36' W. 96" sa" 72" BO' 36' 48" Cmragaled Polyalh7Aane SLaRn Sewer pFae (Std. Spec. 9-05.201 (Std. Spec. 9-05.120)) 1 (Sid. Spec. 9-05.12(2)) PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAIN: RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM STD. PLAN - 201.00 MARCH 2O0B CI TY OF RENTON Plonning/Building/Public Works Dept. 2 N 0LLJ U Z_ > Z IY N Q UJ (!) J a J LL_I X0 a Z Z Z W N Li_ L�.t J Z Q O N N N 00 U Lg Z � 00 can) N (_0 r- 00 > Z Z CN Q I I w L LJ L.(7 L.(7 Z C' Z Lf) N i I Ln N i Ln Z - L LJ LLJ NZ 00 LLJ N N > J a- CITY OF RENTON EDEPARTMENT OF PUBLIC WORKS J 2 Q � LU APPROVED BY DATE W �R 0 APPROVED BY DATE v APPROVED BY DATE bA ° CONSJ APPROVED BY DATE v ROAD AND DRAINAGE NOTES AND DETAILS D 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 Uj BELLEVUE, WA 98004 SHEET OF: ww Ild U IRP319121313171 N 0') co I 0 W Y n W Q Z Z U Q LLJ LL 0 LL a rr J J Z O I— C.D Z_ Y J F- M 0 U U) 0 rri 0 N N E N 0 a 0 I Q0 0 I Ln CD rD U) 0 0 Ln Ln 0 Q0 BOLT -DOWN HOLE tTYP.I - 51m . i I NC- SEE ❑ETAIL & NOTE 2 D TOP SECTION RECESSED ALLEN: HEAD CAP SCREW IHI GRATE l 5i8" FRAME A 2 112" SECTION DETAIL BOLT -DOWN DETAIL NOTES I. This frame Is designed to accommodate 20' x 24" grates or covers z Provide two hales In the frame that are vertically aligned vulfh t he grate or cover slots. Tap each hole to accept a 618"- 11 NC x 2" alien head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Sperlficatlon 9-05.15(2) for addl�Jonal requirements. ISOMETRIC VIEW PUBLIC WORKS RECTANGULAR FRAME STD. PLAN — 204.00 DEPARTMENT MARCH 2O08 24" lr BOLT -DOWN SLc g DETAIL AND N01 r 2 1r2• DIA E A g TOP A 314' t 112' 39• R - SEE NOTE 2 SECTION 91d' 5I9' ' DIAM. HOLE ' DIAM. HANDLE lie .54 BOLT -DOWN SLOT DETAIL SEE NOTE 1 SEMON NOTES I. Provide two slots In the cover that are vertically allgned with the holes In the frame. Location of bolt -down slats varies among different manufacturers. 2. Alternative reinforcing designs are acceptable In lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2) for addiional requirements d. For Frame details, see City of Renton Standard Plan 204.00. ISOMEMIC SM. PLAN — 204.10 PUBLIC WORKS RECTANGULAR SOLID .+ DEPARTMENT METAL COVER 1 MARCH 2O08 FOR ALL URA AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON GENERAL NOTES: I I Rockery construction is a craft and depends largely on the I I skill and experience of the builder. Arockery is a protective system whigfl helps retard the weathering and erosion Fence 18" (Min Process on an exposed soil lace- While by its nature (mass, (BY Others) size, and shape of rocks) it wdll provide some degree of retention, it is not a designed or engineered system in the sense a reinforced concrete retainirlg wall would be considered designed orengineered, The degree of retention achieved is dependent on the size of the rock used; that is, the mass and the height or the wall being con stmded, Larger rocks typically are indicative of competent rockeries. Rockeries should be considered maintenance Items that will require periodic Inspection and repair. They should be located so that they can be reached by a contractor if repairs become neCr4ssary. CONSTRUCTION NOTES- 1. Maximum Inclination of the slopes above and behind rockeries shall be 21HAV (Horizontal: Vertical), 2. Minimum thickness of unit drainage fill behind rockery face shell be 18 inches. 3. Minimum embedment into undisturbed native soil shall be 12 inches. 4- Maximum rockery height H = 10 feet - Rockery shall be constructed in accordance with Associated Rockery Contractors (ARC} guidelines. The Geotechnical Engineer shall observe rockery construction or. a periodic or full-time basis as appropriate. Unless otherwise specified in writing by the rockery "designers", all rocks placed in the lower two-thirds of the wall should be 5 to 6 man rock. 4.000 lbs. or larger. Rocks placed above this level should gradually decrease In size with Increasing wall height using 3 to 4 man rock, 700 to 4,00 lbs. The long dimension of the rocks should extend back towards the cut face to provide maximum stability. Rocks should be placed to avoid continuous joint planes in vertical or lateral directions- Fach nick should bear on two or more racks below it, with good flat -to -flat. contact. All Trickeries over 4 feet in height should be constructed on basis of wall mass, irrespective of face square footage. Size Approximate Weight (Ibs.) Approximate Diameter (in. 1 man 50-200 12-18 2 man 200-700 16-28 3 man 700-2.006 28-36 4 man 2,000-4.000 3848 5 man 4.006-6,000 48-54 6 man 6,000-8,000 54-50 • , 7 & 2 Mar: Rack °•v" . rO� o+ a. 0, a. o 3 9 4 Man Bock r . 15. .a_: ci: : o o•' � :;a S 5 Alan Rock _ . :o.flaolll !III 12" (Min.) 4. -- 04 NOT - TO - SCALE e *FENCE NOTE: Fences will be installed on top of all walls. Such fencing may include temporary safety fencing (chain link or equal) until permanent fences are installed. Permanent fences shall be no greater than six feet in height above the top of the wall and may be either solid woad, vinyl -dad chain link, or such other type as determined by the owner. f Df WAS. .6�,tihM's of no less than six racks of each man-size (January 1988). LEGEND: i I I I ¢ ❑mirage materials to consist of clean, angular, •: °; ¢:y, well -graded quarry spalls, with 4-inch maximum '`+�' 0• size. or other material approved by tha Geotechnlcal Engineer. NATIVE CUT ROCKERY ❑ETAIL _f I I = Competent rla5ve cut confirmed by the Reserve 8t Tiffany Park 11 Geotechnical Engineer. Renton, Washington -inch minimum diameter, perforated Drwn KCH Date 1012912014 Pro No. 3633 or slotted, rigid, plastic PVC pipe, laid with a positive J• gradient to discharge under control. well away from the wall. Checked KDH Date Oct.2014 Plate 1 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 1 3 uATd 79 0 � ourruL ro srse rm a urnnr TOP sd• X d Eg1,FAt, $PgGE$ a EQUAL SPACES T^ SECTION �s SLOT - SEE DETAIL AND 140TE1 SECTION 37A' 1 11d" BOLT-DOVM SLOT DETAIL SEE NOTE 1 NOTES Provide two slats In the grate that are vertically aligned �. with the holes In the frame. Location of bolt -clown slots varies among different manufacturers. ISOMETRIC z Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locailons. d• Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder• vaned grates shall not he located vviihin urossrands. Use vaned grates along r>fled curbs. # � PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STDPLAN — 204•$0 DEPARTMENT VANED GRATE MARCH 2O08 SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAII RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY i TOP 751l 7 OR 8 EQUAL SPACES 3�iS1 -DIRECTION OF FLOW T— SECTION ISOMETRIC PUBLIC WORKS DEPARTMENT SLOT - SEE DETAIL AND NOTE I SECTION 1 114" NIP BOLTZOWId 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 bolt -down slots varies among different manufacturers. 2. Refer to Standard Spedilcatlon 9-45.15(2) for additional 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. RECTANGULAR PLAN — 204.20 VANED GRATE MARCH 2O08 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS rdwoom 41 11, W�Da n�A �rg s4 423 eF'l S T F NA L � � 11/zo/zos 2 (n LLJ (. U F Z > Z Of 0 N Z UJ J J a < LLJ z< X Z LLJ N w J Z Q r-10 O N N N 00 U Lg Z � 00 N cfl r t]O > w Z CN Q 1 1 w L,J to to z 3 Z In N .-..-. N Z — LLJ} W N ?_0 Z LLJ N N J a- sd�� J TQ � i LU APPROVED BY DATE W APPROVED BY DATE v APPROVED BY DATE b� ° CONS) APPROVED BY DATE VERTICAL: NAVD ROAD AND DRAINAGE NOTES AND DETAILS DATE, 1 HORIZONTAL: NAD 1983/1991 /20/2018 3/1CITY OF ASBUILT — ALLURA AT TIFFANY PARK pAGEB00K: RENTON MAINVUE WA, LLC DRAWING NO: DATUM Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET -w 0E:68 N 0� co I W I— Y rr WI z Z u Q U H W 0 H rr J J I I I I N X z 0 CD z Y J Q m N 0 U (/7 n L0 0 0 N 0 OJ E a� 0 rn 0 I I Ll Ln 0 c0 In 0 Ln Ln 0 1-1 rn 0 0 CD Z w i� I i" I :.'.`11 LETTERING BOLTHOLES-3PLCS EQUALLY SPACED T70' APART ON 23 1116' (5B6mm) DIA B.C. �JL�j pTliS - I�'c'gll�, r ;urruror �^� T osariew w a RENTON �@ AHEAD OF THE CURVE G� �l DRAIN DIA%CKHOLE COVER BOTTOM VIEW T sic 1 4=1LETTERING PLAN VIEW W D[A. (9) BLT SOC. (ALLEN HEAD[ [635mm} S" 5J9"01 K 15 S5 [25mm1 DER WASHER [9rnrn 3tg. ] V/1-111111111 "I". --A 8 3Jd" 2 1f2' C222MMI I�^wnl TYP COVER SECTION VIEW 26 VT ow I673mm1 251M" CIA [841mm1 1 V16- [27mmJ 1fdIBMCIIY CIA NEOPRENE GASKET s SW J 23 .11V DIA CL-OPEN [16nar i 15Dd—I 27 50U' DIA 34 118' DIA [467mm1 FRAME SECTION VIEW EON BOLTING DETAIL f'H" 1 114fi E6mm) 127'mm1 I ,ram J I3�I Y76" 1R3mrr.] GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC N. 37 f 7C 1 OR APPROVED EQUAL .- -1 PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLLN - 204.50 DEPARTMENT MARCH 2008 VO MIN. RQQF DRAIN STUB WITH CLEANOUT, TYP LOT UNE. TYP. 0. HOUSE ITI PRIVATE RGOP DRAIN -- PUBUC STORM SYSTEM COLLECTOR PIPE; PRIVATE STORM SEWER 5'0 LTC 3A0' XII'4. BETWEEN CTR- GF PIPE AND R.G.W. 05M M N. SLOPE. 2 FT. MIN. COVER CLEANOUT. PIRAT EVERY W". _ CURB, SIDEWALK OR 2ND 46' BEND, AND AT WO FT. MAX. SPACING ON R.T].W. LINE STRAIGHT SECTIONS PRIVATE JUINT UTIU iv EnsF IAE N l ROOF DRAT N TIO CONNECT INTO CITY CE. MIN. SIZE TYPE I T MIN. WROTH NOTES: 1. PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE (& DI. IF NECESSARY FOR STRENGTH) 2. THE ROOF & FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY. SIZED FOR 25-YEAR. PEAT( PLOW. TYPICAL ROOF DRAIN O--"!R STD. PLAN — 225.QD PUBLIC WORKS COLLECTION STORM SYSTEM DEPARTMENT CIVIL PLANS MARCH 2O08 URI mmill 10 2 09j, il RX, il 0 1 D1 I D1 ; T, A 10 F, MW ; a 0 AI I m 10 W, il 0 1 DI I DI = I F, il I %in FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N.. RGE 5 EAST. W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON NOTES: 1. YARD DRAINS TO BE CONSTRUCTED FROM HIGH DENSITY POLYETHYLENE (HDPE) N-12 PIPE IN ACCORDANCE WITH ASTM C 14. 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS YARD DRAIN WALL THICKNESS- 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL. 4. CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FLUSH WITH FACE OF BELL. THE CRATE SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON —ROCKING FIT WITH ANY COVER POSITION. 5. WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. 6. VARIES 12 INCHES OR 18 INCHES. 7. SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. 8. CLEAN OUTS ARE REQUIRED FOR DEPTHS OVER 42 INCHES, SEE TEXT SECTION 5-05. F . ► ij a ELEVATION VIEW YARD DRAIN STREET CATCH BASIN (TYP) CURB PLANTER STRIP SIDEWALK R/W — -- --- ----- — -- R/W LOT LINES (TYp) STUB OUT FOR ROOF YARD DRAIN WITH SOLID DISC COVER AND FOOTING DRAIN CONNECTIONS (TYP) TYPICAL LOT PLACEMENT YARD DRAIN DETAIL NOT TO SCALE LANE LINE MARKING 7'-8„ STANDARD VEHICLE WHEEL PATH 3' 4.5, 3" MIN. MINI. MIN. 1 1' ACP CLASS* MIN, MIN. 6" CRUSHED 2SURFACING TOP � CLASS 'B' COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, — OR GRIND, SEAL WITH EDGE OF 0UR8 & GUTTER, AR4000W OR CENTER OF LANE LINE 2.5' MN. CRUSHED ROCK„ FLOWABLE FILL OR AS REQUIRED BY ENGINEER "MINIMUM ACP CLASS 'E' or 'B' SHALL BE PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS — 6" ACP CLASS 'E' Or 'B'. RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'- NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLE%IBLE PAVEMENT ADOPTED CM OF RENTON f \; STANDARD PLANS LST DATE:02/05 p N 1 NO pCY C a7 DATE I REV]SIUN I BY PRD I+oD1FIEo NOTES cz DWG, NAME: H032 SP PAGE: HO32 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION )I 4" CLEANOUT. TYP. ` 4 A m _ - CAP, AND WHERE OLEAN011TIS IN PAVEMENT; IRON RING 8 COVER PER IFCO 0247 OR EQ4NALENT - e CATCH BASIN -AREA DRAIN 17 q r TEE 13 a AR(7PERTY L N€ �r L „ rf• LiIN. 45' BEND 5'EIIN. PERMANENT CAP OR CONNECT %P,� S'Mlk. PRIVATE. JOINT IJSE UTILITY EAL,FAIF 4 a5" WykTEE, CROSS; OR 45' WYE AT BENDS CLEAN-CUT WITH — PERMANENTCAP CLEANrOUT DETAIL CATCH BASIN -AREA DRAIN SECTION as ALIGN PIPE TOPS, OR PLACE ROOF DRAIN HIGHER S'IIIN. VARIESr 4 2'NIN. CUWER OVER COLLECTOR LINE TEMPORARY CAP ON END OF ROOF DRAIN STUB, N1ARIe&D gY z`>4f" BTAKE PLACE CL17ANOUT 0 300' 1dAJC SPACE, AT 90" SENDS, EACH 2ND 45' BEND. SEG710N B•B PIPE END5 NOTE: MIN, PIPE SIZE 15'0 PIPE MATERIALS ALLOWED- PVC, LINED CPE, TRIPLE WALL POLYETHYLENE. DI (IF NEEDED FOR STRENGTH). PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN STD. PLAN — 225.10 DEPARTMENT COLLECTION SYSTEM `Jf CROSS SECTION MARCH 200B SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRA RAG BK 11/2/1$ BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M CITY OF RENTON Plonning/Building/Public Works Dept. _ nd`tra sswe++wx MOW ruw Tasmt �w Is�lNOTlT HE'a }IO1[ N I�ee NOTE n 1aLrpF RxVl7 I IT FJLPM191pNJpPff (fY>•.I r tie #fp Pow r� � acLa g 1 CN 4EE bITci CV CN A j 7i� 'E . ra . 1b1LTIOk.Wa41 fEi NOT! 1 - C�GIlW IIA1dP riNH 12M !4 B 7 a GIIn SR YN'E I IyP.} •5E E NnrE 10 sa' eaNflACngN iOe.T {T1'P1 I# E Afi. Ptu rp]1 PLAN VIEW vaalCe r � in a 1%}!a% EE6 NOR ! Lrfm L I C lAVr O'rdW Cr]ENS CO7ICIIE-rE ]EM. Mk lrO1l1, ; 4�, SE-. s7m PLAN 10; SECTIONA 19ee Sfo PunlCli ®prux Y,1[liR oW+ewAY V�rme aLOPe IS>bPE sa0merueu0N.Tlol NEG4tNE9LWNJ9L - .. 9l160141 F>ta06ErUTEISI CCNNC� >1>MEWArx TYPE R1 S - ISOMETRIC VIEW (RESIDENTIAL. WITH BUFFER) CWKNT CONCRETE CUR! A OIITTFR l92 ' "DTI 31 For NOTES STE) PLAN 104.2 ti a STI1. PLAN -" 104.3 + PUBLIC WORKS CEMENT CDNCFRETE DRIVEWAY PPR FD DEPARTMENT ENTRANCE - TYPE 11113 � Gregg bm"Wfm2M1, PObliC Work} Adml nlftratur T W z 41423 J-s-/zo/zos (n 2 0 U Z O QuJ N J Li a J x z < Z UJ LIJ N J Z Q r-10 N N (D N 00 Df 00 N r- Z j Z CO 00 w w I I LLJ Q Z In In 0 Z Ln N N Z — Ld In In La -I N Z N N J� Y U (_!) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS J 2 Q C7 i Z T APPROVED BY DATE W APPROVED BY DATE V� A`' APPROVED BY DATEcONSJ APPROVED BY DATE v ROAD AND DRAINAGE NOTES AND DETAILS DATE 1 E1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA LLC DRAWING NO: 1110 112TH AVE NE, SURE 202 LL! BELLEVUE, WA 98004 SHEET: 44 °° sg oi U T - 3 9 2 3 0 7 IRI-131912131319 N 0� co I W V rr w I Z Z U LL w O LL IZ � I- 1 Q J I I I I O) X z 0 CD z_ Y J Q m O U (n n Lo 0 CD N CD L N 0 is a n a I -o I Ln O -0 rn 0 Ln Ln CD LO 1-1 In CD CD O Z w i� 1'-0' V-0- ISEE CONTRACT) ROU DING 2��'0 1 1/2- JIN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM - a•e , t • S.• �, .. SEE RAISED EDGE ' 3re' (IN) PREAIOLDEO 1'-0" SIDEWALK DETAIL- THIS SHEET JOINT FILLER ALL CUT MIN. (SEE CONTRACTI SLOPES 1/2' UN) R. (rVP.) WITH RAISED EDGE ++ _1 2 0'. 1 1$,A .. RB NOT INCLUDED IN BID ITEM - 3.8" (INI PREMOLDED ,.;\ FINISHED GRADE 1' (IN) BELOW JOINT FILLER '/ TOP OF CONCRETE SURFACE 2'-0- SIDEWALK ADJACENT TO CURB ;RDU 0' MIN. (SEE CONTRACT) G MZ' (IN) R. (TYP.) \ CURB NOT INCLUDED IN BID REM - �2.0% 1' t 1 5% BRIDGE OR PEDESTRIAN PREMOLOED WALL OR BARRIER RAILING JOINT FILLER ADJACENT TO CURB BARRIER - SEE SIDEWALK (STEEP FILL SLOPES) CONTRACT PLANS (SEE CONTRACT) WALL OR BARRIEfjt.- I 112" (INI R. (TYP.) FLUSH I I ' 1 5x -� CURB NOT INCLUDED IN BID ITEM - SIDEWALK T. 112' VERTICAL WALL- 31e' (IN) PREMOLDE( SEE DETAIL JOINT FILLER (TYP.) • ADJACENT TO CURB AND RAILING OR WALL (IN) PREMOLDED JOINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRACT) (BEE NOTE 10) 1 z" (IN) R. SIDEWALK ADJACENT TO WALL DETAIL CURB NOT INCLUDED IN BID ITEM - 1.5%MlN 6' LEVEL 112' IIN) R. FINISHED GRADE 1" (IN)BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED •' ADJACENT TO BUFFER STRIP 4" GROOMED FINISH • • ' • • ' 4' WIDE. SMOOTH 4 • QE, „ r TROWELED PERIMETER RAISED EDGE DETAIL 12' \` EXTEND SIDEWALK TRANSVERSE Q' JOINTS TO INCLUDE RAISED EDGE a, • - -' ��.�\ �� CEMENT CONCRETE CURB G \� (CURB AND GUTTER SHOWNI NOT INCLUDED IN BID ITEM 0 For NOTES see STD PLAN 104.2. Paved surfaces must comply with STD PLAN 102.1 as applicable. ale" z 11e� CONTRACTION JOINT IN SIDEWALK ONLY EXPANSION JOINT IN BOTH . �,•� I'%?. TO ! • • �.��.?. TO CURB AND SIDEWALK ( SEE STD PLAN 101 1, .Q P JOINT AND FINISH PREMOLDED DETAIL JOINT FILLER E EXPANSION JOINT (-C) CONTRACTION JOINT O~�Y or PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK PPR0 ED: T ATE Gregg Zimmerman, Public Works Administrator A - \� CEMENT CONCRETE CURB 8 GUTTER (SEE NOTE 3) CEMENT CONCRETE / ij - DEPRESSED MONOLITHIC CURB t, GUTTER SIDEWALK (SEE DETNL THIS SHEET) �\ u� TYPE C2B - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3/8" joint filler along the driveway lane lines FACE OF CURB (see std, plan 102). Construct expansion joints parallel with the SEE (DC SEE DEPRESSED CURB DETAIL centerline as required at 15' maximum spacing when driveway CONTRACTION JOINT J e fir ON THIS SHEET widths exceed 30'. STO PLAN 102 s 11•e' , 11 b / 1R'R. TOP OF ROADWAY 2. See std, plan 102 for sidewalk details. -- -a _ N 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb details. 4. Not used. I- i 111 5. The engineer will design all driveways to Include elevations at all NOTE DRIVEWAY LONGITUDINAL EXPANSION points marked with symbol "X". All elevations are at the back of JOINTS SHALL BE FULL DEPTH curb top on uphill side. DEPRESSED MONOLITHIC CURB & GUTTER DETAIL 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown In the corresponding Isometric view_ 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or - FACE OF ADJACENT CURB R303.2.3 of the Revised Draft Guidelines for Accessible Public 1" Rights -of -Way of Novembcr 23, 2005 (PROWAG). 9. Curb returns for any Type C-MAX Driveway may be approved on a case -by -case basis. '. p �," R -c; VTTtER SURFACE ( D 10. STREET STANDARDS = Renton Municipal Code (RMC) • • o, Tittle IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1 B CHAPTER 4 R=1coldental. C=Commercial j I CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, - J Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAXI Lana Commercial) REGULATIONS B-Buffer(PlentingSfrip), Blank=NOBufer I 37D PUBLIC WORKS CEMENT CONCRETE DRIVEWAY g-�_D: - 1042 i DEPARTMENT ENTRANCES - NOTES AND DETAILS T &TE UANU- OR ASBUILT ROAD AND DRAINAGE NOTES AND DETAILS FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON M X 0 m m C 0 0 �30 DapZ Div U7 MOUNTING ON EXISTING METAL POLE OR LIIMINAIRE " MIN 5/113 "x2-1 /2" GALVANIZED BOLT W11H GALVANIZED WASHERS. tilE Sn; -ill 1 i, 14 50 f DR :'USI MTALLA3er t1ETAl5 "W FH1M C70M -- - - YErkf y .G Al s 0.3 NOR DOICER R,AL113$ 73 C s _ SIR TYPICAL INSTALLATION NOTES 1. DIMENSIONS FOR THE PARTS USED TO AS5EMEILE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS THAT ARE IN COMPOANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2, A 2" (IN) POST WITH A 2 1/4' (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PEST ANCHOR MAY BE SLIBSTiTLJTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSOOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9- 06 AND 9-26- EDGE OF TRAVELED ROADWAY 30---I FOR REFLECTOR12ED SIGNS: MOUNT FACING 3'(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SION FACE ORIENTATION Mt I AL t•Ub I 12 TOP OF ANCHOR SICN POST �_ LOWER SOUAR _z0 5 TU$Ey C) s g 0~ e SLw FINISHED ' co e On - On LINE LOWER SiCN 5/16 Ify CORNER BOLT O r POST SUPPORT OR 3/8 (IN) FLANGED SHOULDER 900 IAnTH NUT AND WASHERS - 2 REQUIRED (TYP.) f30LT STOP ra m5 FOR SIGN POST TYPE ST-4 SION SUPPORT r LOWER SIGN POST SUPPORT h- 2.25- (IN), 7-GAGE, HDT-DIP GALV., I - HEAVY-DUTY ANCHOR IAM COMMERCIAL CONCRETE MOUNTING ON METAL IFOUT SIGN MOUNTING ON SINGLE STD. PLAT"[- 129 PUBLIC WORKS METAL POST APPROVED - DEPARTMENT (ADOPTED) A 1 W2_-�6 DATE 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION NOTES. 1. SlG14S SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH A 0.3'BORDER, DOUBLE SIDED. 2, SIGN BLADE SHALL HE B" EXTRILIOED ALUMINUM, TREATED, O.OBO GAUGE, 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL. 4, LETTERING SHALL BE CUR FROM 3M ELEGTROCUT (EC) FILM SERIES 117D OR APPROVED EQUAL- 5 FONT SHALL BE FHWVA C20DOEX UPPER AND LOWER CASE PER SECTON 2D.43 OF THE M U T C,O, 6. POST SHALL 8E MINIMUM OF 2'X2" SQUARE TUBE. SEE STANDARD DETAIL G008.3 FOR INSTALLATION DETAILS. N \� 15• (typ) see note 1 'm 4" DIAMETER SMOOTH 4 hook clamps evenly BARS EQUALLY SPACED placed see detail below (4" O.C. MAX.) 0 A t A Provide maintenance access by welding 4 crossbars to 4 vertical bars as shown. Hinge upper ends with Flanges/ bolts and provide locking mechanism (padlock) on lower end. Locate steps directly below. PLAN VIEW NTS LOWER STEEL BAND a' x 4" WIDE FORMED TO FIT ON GROVE OF C.B. RISER 24" UPPER STEEL SEE BAND w4" X 4" NOTE 1 WIDE /ME= TYPE 2 SMOOTH -� VERTICAL BARS C.B. RISER HOOK CLAMP CNCHORED TO C.B. RISER DETAIL HOOK CLAMP NTS 314" DIA. SMOOTH ROUND BARS WELDED EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) SECTION A -A NTS STANDARD GALVANIZED STEPS OR LADDER NOTES: 1. Dimensions are for illustration on 54" diameter CB. For different diameter CB's adjust to maintain 45°angle on "vertical" bars and 7" o.c. maximum spacing of bars around lower steel band. 2. Metal parts must be corrosion resistant; steel bars must be galvanized. The use of steel is prefer. 3. This debris barrier is also recommended for use on the inlet to roadway cross -culverts with high potential for debris collection (except on type 2 streams) 4. This debris barrier is for use outside of road right-of-way only. For debris cages within road right-of-way PUBLIC WORKS OVERFLOW STRUCTURE STD. PLAN - 234.20 �DEPARTMENT F MARCH 2O08 SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRA RAG BK 1 1/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Plonning/Building/Public Works Dept. - 6' lroll ('1woua min - 6" min rmin Go omiefoodng - kayed Ilydd wdiie4u 5cd SECTION A -A as shown NITS Nate: For SWIPE, pipe must be Tree to slide inside a 4' long SgCllon of pipe one size diameter larger. � r l 1 stra i4kmt� In anchor Ifli._,_ h 1' min. dlamalQr I.�; sleskrodlslravl P ABDPfEty to PI - 8" min _'• ITS A _ concreW 1GQting ,• r F keyed Into undlshurbetl soil *IJ PI. +' aS Shown SECTION we NTS STD. PLAN -- 221.30 PUB14IC WORKS STRAP PIPE ANCHOR DETAIL DEPARTMENT MARCH 2006 T W z 41423 JS�NALI�0����`� 3-1-/2-0/2-01- (n LLJ 2 0 U I- Z > � Z � V) Q (n LLI Ln J LJ a J X Z < Z LLJ LLJ N J Z Q I-10 N N C:)N 00 U Z 00 N r Z > CO 00 Z Z I I w LLJ Q Z In In (D Z LO N N Z - i UJLd } N Z N N J 00 LLJ CITY OF RENTON `Gj� 04. DEPARTMENT OF PUBLIC WORKS J 2 Q C7 i LU T APPROVED BY DATE uJ APPROVED BY DATE V� A`' APPROVED BY DATE �A ° CONSJ APPROVED BY DATE v ROAD AND DRAINAGE NOTES AND DETAILS DATE 1 E1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 W BELLEVUE, WA 98004 SHEET OF 45 68 pp T - 3 9 2 3 0 8 IR co N 0� co I 0 W Y rr W n Q 7 Z L LLJ 0 LL 1 rr J Z O 0 Z Y J Q m 0 U U) v 0 IYi O N N E a� 0 U) 0 rn I Ln Ln CD c0 0 LI7 LC) CD Q0 o CEMENT CONCRETE PEDESTRIAN CURB - � SEE NOTE 9 B LL m CURB RAMP / o / CEMENT CONCRETE PEDESTRIAN CURB - _ SEE NOTE 9 CEMENT CONCRETE CURB AND GUTTER - SEE NOTES 4 DETECTABLE WARNING SURFACE- CRI SEE STANDARD PLAN F-45.10 ASBUILT ROAD AND DRAINAGE NOTES AND DETAILS FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON NOTES 4'-0"MIN.-SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the curb ramp and the roadway must be LANDING CEMENT CONCRETE contained within the width of the crosswalk markings. CURB RAMP PEDESTRIAN CURB - 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two PLAN VIEW TYPE COMBINATION WITH BUFFER SEE NOTE 9 DETECTABLE WARNING SURFACE - `• SEE STANDARD PLAN F-45.10 3" R. (TYP) MATCH SIDEWALK IN - 0" MIN.) - ........::::: SEE CONTRACT PLANS DEPRESSED CURB AND 318'(IN) EXPANSION JOINT (TYP) - GUTTER - SEE NOTES 4 8 6 SEE STANDARD PUN F-30.10 C BUFFER STRIP (TYP) - CEMENT CONCRETE CURB /1 SEE CONTRACT PLANS AND G UTTER - SEE NOTES 4 8 6 DEPRESSED CURB AND GUTTER - DETAIL OD SEE NOTES 4 8 6 CURB RADIUS DETAIL adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the landing connects to the roadway. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans). When applying the 15-foot max. length, the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not included the abutting landing in the 15-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 walkway. S. Curb Ramps and Landings shall receive a broom finish. See Standard 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 Ramp or Landing and there will not be material to retain. LEGEND 4' - 0" MIN. 16 - 0" MAX. DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION CEMENT CONCRETE SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK 16 - W MAX. (TYP.) r - W MIN. 15'- 0" MAX. (TYP.) 1.5 OR FLATTER RECOMMENDED FOR * DESIGN/FORMWORK (2% MAX.) PEDESTRIAN CURB - SEE NOTE 9 GRADE SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 .* * OR FLATTER RECOMMENDED FOR 1r a BREAK SLOPE TOP OF GRADE BREAK GRADE BREAK DESIGN/FORMWORK (6.3% MAX.) DESK ** COUNTER 5 ROADWAY �� ... Y •Jr'J� * _ 6 �- ' LAUDING DEPRESSED CURB AND GUTTER - I CURB RAMP SEE STANDARD PLAN F-10.12 CURB RAMP . a LANDING CURB RAMP 1 AND NOTE 6 EXPANSION aT VAS/// l� 318" (IN) JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SECTION O 9 SECTION O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 6' - 0" PROVIDE O� ,F 2666D CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. Jp �I STBA \� 1P "CEMENT CONCRETE CURB RAMP TYPE Bf/ONAL Q�G COMBINATION" PAY LIMIT- SEE NOTE 6 CURB RAMP 4' - D' MIN. 3' - 0" MIN. (TYP.) SEE CONTRACT PLANS SEE Leller, Scott PLANS BUFFER TOP OF - Jun 24 2016 7:20 AM STRIP ROADWAY *� COMBINATION CURB RAMP STANDARD PLAN F-40.14-03 CEMENT CONCRETE CURB AND SHEET1 OF 1 SHEET CEMENT CONCRETE PEDESTRIAN CURB ITYPJ - SEE NOTE 9 SECTION B GUTTER - SEE NOTES 4 8 6 APPROVED FOR PUBLICATION c ii"z za (/,a0ra. f- PM ISOMETRIC VIEW TYPE COMBINATION ANN,w..nln.lro]pslm. PAY LIMIT D.P.nm.m.l T..n.P.,mlan T NOTES 4'-0'MIN.- p 4'-0"MIN .- A SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked Crosswalks, the Connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURS - 3/8" (IN) EXPANSION roadwaymust be contained within the width of the crosswalk markings. JOINT (TVP.) -SEE SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB - STANDARD PLAN F.3a.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be Bush. B SIDEWALK 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 CURB AND GUTTER *�/ * SIDEWALK Curb and Gutter where the Landing connects to the roadway. I T R. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and CURB AND GUTTER Pedestrian Curb details. CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4' - 0" MIN. - ` 4' - 0" MIN. - _ _ _ SEE STANDARD PUN F-45.10 See Contract Plans for width and placement Of sidewalk. SEE CONTRACT PLANS DETECTABLE WARNING SURFACE ^ SEE CONTRACT PLANS SEE STANDARD PLAN F-45.10 6. The Bid Item "Cement Concrete Curb Ram T does not include FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER p Type - DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise p shown in the Contract Plans). When applying the 15-foot max. length, LL 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 FW5.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk m over a horizontal distance of 15 feet. Do not include abutting landing(s) in arv. the15-foot max. measurement. When a ramp is constructed on a radius, the SEE CONTRACNTRACT PLANS GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the oO CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 a SLOPE walkway. FOR CURB RAMP LENGTHS GREATER THAN S' - 0"PROVIDE COUNTER TOP OF CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. 4r 5� ROADWAY 8. Curb Ramps and Landings 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 LANDING DEPRESSED CURB AND GUTTER - 6 SEE STANDARD PUN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB -SEE NOTE 9 > AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION O 4'-TMIN. 15'-0" MAX. (TYP) LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR 15' - 0" MAX. (TYP.) 4' - D' MIN. 15' - 0" MAX. (TYP.) GRADE BREAK DESIGN/FORMWORK (2% MAX.) W SEE NOTE 7 SEE CONTRACT PLANS FORMWORK SEE NOTE 7 �. GRADE BREAK FLATTER RECOMMENDED FOR DESIGORK (8.3% MMAX.) - SEE NOTE 7 GRADE BREAK FORMW SIDEWALK .. _,... :. ,.. 7: 1rr 7k * CURB RAMP 30 (IN) EXPANSION JOINT (TYP) - PEDESTRIANCURB NORTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 SC'OQ WAS- . `a CURB RAMP - FAQ�id CURB RAMP LANDING 5 318" EXPANSION JOINT (TYP) - 1 SECTION SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) OF, .9 28680 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE cP AO1 STIR \� PARALLEL B" PAY LIMIT - SEE NOTE 6 B f7ONAL FAG "CEMENT CONCRETE CURB RAMP TYPE Zeller, Scott PARALLEL A" PAY LIMIT ^ SEE NOTE 6 Tun 24 2016 7:19 n \I PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET OF 1 SHEET APPROVED FOR PUBLICATION k1,Denmr. lea �. fiw tun 2920162:2]PM ISOMETRIC VIEW ISOMETRIC VIEW Aft w..nt�sr.n sm. o.P.nm.n ei rr.n.Pe.mri.n TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT T 1If - 0" MAX I END OR CORNER POST 1 V - Cr MAX. END OR CORNER POST I I I TENSION VWRE PULL POST I I U ON WIRE7STRETCHER BAR (TYP.) FABRIC SAND (TYP.) CONCRETE POST BASE (TYP.) 1OW - 0" MAR. TENSION WIRE try - Cr MAX. ITYP.) i B J LINE POST - SPACED ! BRACE TENSION TWISTED SELVAGE ! .� O 19 (FT) MAX. ! POST WIRE (TYP.) TIE VWRE WARE (TYP.) t7 b i m a (TYP) FABRIC BAND (TYP.) LL tt )1P KNUCKLED SELVAGE(TYPJ TYPE 3 600' -0' MAX. TENSION WIRE 1p - D. MAJ(. (TYP.) i B LINE POST -SPACED BRACE KNUCKLED i TENSION WIRE ® to (FT) MAX POST SELVAGE (TYP. TIE WIRE t pI TENSION WIRE (TYP.) b 1i = L) TIE WIRE (TYP.) FABRIC BAND (rvP) 1t NC KNUCKLED SELVAGE '! ) TYPE 4 POST AND RAIL SPECIFICATIONS 311T 1 yg, PIPE TOLL FORMED POST N_ C 7 NOM. SIZE (SCH. 40) SECTION WEIGHT I.D. (Ib/A) _ FENCE LINE FABRIC LOOP - 2 SIDES Y Z END, CORNER OR PULL POST 2 tr2" DtAM. O 5.10 LINE OR BRACE POST 2" DIAM. O 1.85 N� C 2 / w FABRIC BAND WITH J CARRIAGE BOLT AND NUT 0 O U O TIE WARE - SPACED 14 (IN) MAX (TYP.) TENSION WIRE HOG RING - SPACED 24" (IN) MAX. 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION END OR CORNER POST DETAIL OA BRACE POST DETAIL O BRACE BAND WITH TWO-WAY BRACE BAND WITH CARRIAGE BOLT AND NUT CARRIAGE BOLTS AND NUTS TENSION WARE - STRETCHER BAR TENSION VARIES TENSION WIRE __ ` TURNBUCKLE BRACE BAND WITH V I CARRIAGE BOLT AND NUT FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) NOTES PULL POST - SPACED HOG RINGS (TYP.) - 1. All Concrete post bases Shall be 10" (In) 1ODO' (FT) MAX. SPACED Q 24" (IN) MAX. minimum diameter. -^�9 1 TENSION BRACE POST 2 Along the top and bottom, using Hog Rings, fasten the Chain Link Fence Fabric to the Tension Wire within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design or post selection TENSION WIRE of any particular fence type. 4. Fencing shall be used for security and boundary delineation only. STRETCHER BAR (TYP.) TIE WARES (TYP.) - ....... SPACED Q U" (IN) MAX. CHAIN LINK 1!;' FENCE FABRIC POS TENSION (� W� T CONCRETE PFABRIC BAND WITH OST BASE (TYP.) CARRIAGE BOLT AND _ NUT - SPACED 15" (IN) MAX. PULL POST - SPACED HOG RINGS (TYP.) - )Q 500' (FT) MAX. SPACED C 24" (IN) MAX. 1 / TENSION WARE BRACE POST STRETCHER ABRIC METHOD OF FASTENING STRETCHER BAR TO POST TENSION WIRE TIE WIRES (TYP.) - STRIET ER SPACED 2 14" (IN) MAX. BAR (TYPJ %JV//,t<!///!v CHAIN LINK r. �10 �Q OQ WASyZ ^ y41 9� FENCE FABRIC i4• L - C ABGISTS 10 AL 7 Barry. Ed Jul 14 2015 11:14 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION ( arMntcr. JDIT Jul 14 2015 11:24 AM STATE DUE.GIxEER _ 7_ Waahin0lon Store D.pvitm.nl o(TroMPOMONon TURNBUCKLE O 0 IaJ STRETCHER BAR (TYP.) PULL POST (AT END OR CORNER) DETAIL O TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TURNBUCKLE TENSION WIRES TENSION WIRES FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRARAG BK 1 1/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT PULL POST (WITHIN RUN) DETAIL O SCALE: STRETCHER BAR (TYP) ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TENSION WIRE V D1 WASy/ 10 0.e6' 'FBDI STET`%o fs1ONAL SSG arty, Ed Jul 14201511:14 AM U1f1a, CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHELTS APPROVED FOR PUBUCAT10N C rwmer. Jeff Jul 14 2015 1 L25 AM - arATE DESIGN ENGI148:n TrWo.hlnkPcn SMN D.Ponm.nr of TrenWorlaKen VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M /1-Ex)SnNG ASF'HP PAVEMENT SAWCUT (SEE NOTE 2) 6R7ER3AL 5T[ T IINIh1Uk 7" HMA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK RESOENT1AL STREET MINIMLm 4" HMA (or ACP CIOSS B) (SEE NOTE 1), OVER 5" CRUSHED ROCK CI TY OF RENTON Plonning/Building/Public Works Dept. 7 f5' ✓UIM ....... �..�� NOTE& 1. MUST MATCH EXISTING THkCKNESS 1F 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 GLITTER PFRO : D. DEPARTMENT REPLACEMENT DETAIL J.AT= TAL W� A, c z Z 41423el s/DNA L� 0����� 11-/z0/201- 2 c, U Z 5; Z O N UJ Q (/') J J a < LLJ X Z Z LLJ N < LLJ J Z Q I� O N N N 00 U L Z 00 N Cfl I-- 00 > Fr z Z CN Q I I LLJ LLJ LLJ LL7 Liz Z_ 0 Z ~ N .-..-. Ln N Ln Z - LLJ } W N 00 Z LLJ N N J CITY OF RENTON W DEPARTMENT OF PUBLIC WORKS Q Z = LIJ C? LO APPROVED BY DATE APPROVED BY DATE �R V� A`' O APPROVED BY DATE b►� N5J 0 CD r APPROVED BY DATE O z ROAD AND DRAINAGE NOTES AND DETAILS DATE 1 E1 /20/2018 m ASBUILT - ALLURA AT TIFFANY PARK O FIELDBOOK MAINVUE WA, LLC PAGE: DRAWING N0: 1110112TH AVE NE, SUITE 202 Ui BELLEVUE, WA 98004 U oi SHEET 46 OF Aw T - 3 9 2 3 0 9 IR This page was intentionally left blank v rr Q w n z z u Q w Cd LL 0 O LL Q Q rr J Q I I I I a� X z 0 CD z Y J Q m 43 0 U in n 0 N \ 0 \ 0 0 a n u) a i Ln Ln 0 i 0 Ln Ln 0 ASBUILT OVERALL TREE RETENTION PLAN 00000000 so FOR i 0 TREES IN BU FERSO NOT NUMBERED ORBE RETAINED.E ES COUNTED I SASAVEE TREES. ALL AT TIFFANY PARK 5857UPt.44 � 0 ♦ -� _ TREES TO BE REMOVED PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, 59 - j # OF TREES REQUIRED TO BE RETAINED 191 # OF TREES TO BE RETAINED 218 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON REMOVE TREE C340 TREES LOCATED WITHIN 40 WETLAND BUFFER (TYP.) NOT _GE 39 / 1 ' THE TOTAL # OF TREES RETAINED INCLUDES THE TRACT IF OPEN SPACE i I '�38 ADDITIONAL 19 SIGNIFICANT TREES OBSERVED BUT NOT I 37 SURVEYED THAT ARE LOCATED WITHIN THE TREE _ 36 ♦,Q� TRACT 0 30 60 120 TRA�.T-�""�"'" PROTECTION AREAS SHOWN ON THIS PLAN. PLEASE rammm UfiIGTIES _ REFERENCE THE APPROVED TREE PROTECTION _ _ � _- � I � � � 63 / '� CONSULTANTS,INC.EPORT SEED BY SHEETS67&068 FORESTRY z__ _ I' vpPL`( LANE \\ i� l i / �� L 1 61 % NOT COUN D + � TRACT D i - - OPEN SPACE 34 TRACT T G , �;��jJ� - \\ 00 32 _-' --moo_ ------ ♦I i- \ 29 291 t' 31 30 i- 1 ____--- 29 \ (,, ��� TREE 294 IS NOT 28 \ ' - - - SIGNIFICANT BUT WILL �------------ � _ _------ \ 27 \� \\ N `- 0 93 92 TRACT I REMAIN. (;`� \ - - _ OPEN SPACE 26 1�\ i / / ^� / // TREES 292 & 293 ARE / o \ 42 // NOT SIGNIFICANT BUT WILL / 25 1 o / \ // // REMAIN. / 14 / , 0 ` /r o \\ 43 40 24 i 1 17 0\\ �,/ \ / � `\ i i SPECIAL NOTES: 15 16 1 23 - I*0 Q ' 1\ 47 /// i 1. PRIOR TO CONSTRUCTION, STAKE AND HEAVILY FLAG 48 \\ 28 / THE CLEARING LIMITS. 49 .7 \\ 2. CONTACT THE PROJECT ARBORIST TO ATTEND 22 �O _ �j�' , � � \\ 5j0 I\ 1 44 / PRE -JOB CONFERENCE AND DISCUSS TREE GVv \51 \ i 8 / PROTECTION ISSUES WITH THE CONTRACTORS. - - - - ' r, `� V ♦� 52 \ \ �\ _ _ _ 4 8 ARBORIST CAN VERIFY ALL TREES TO BE SAVED \ \ ' , _ AN/OR REMOVED ARE ADEQUATELY MARKED FOR TRACT C / L,� / rrr �/` �P� 0 53 \\'\ % '' 1 8 / RETENTION. PEDESTRIAN ACCESS / r/ `�\ �� 1 / \\ \\ '\ 66 \\ \ ' 45 3. COMPLETE LOGGING. COMPLETE NECESSARY HAZARD /r 20 �O 1 I \ \ 1 / TRACT J TREE REMOVALS AND INVASIVE PLANT REMOVALS `� �O \\ �� 65 \\ i 6 G „' i // OPEN SPACE FROM THE TREE PROTECTION AREAS. NO \ ' ` \ \ \ / err' / / EQUIPMENT SHOULD ENTER THE TREE PROTECTION 12 rr '� I \\ AREAS DURING LOGGING. \ 1 \ \ / // 63 / / 4. CONTACT ARBORIST TO INSPECT THE TREE TRACTS 56 62 \ \ __ / r / 46 / / AFTER LOGGING, BUT PRIOR TO LAND CLEARING TO ♦ ` err r/ T/ i i/� �/ IDENTIFY ANY ADDITIONAL HAZARD TREES THAT oft/ / ` \ -� -1-14- \ / / SHOULD BE REMOVED. 10 61\ / / _ /r r , ` ,� / f ` i' / 5. INSTALL TREE PROTECTION FENCES ALONG THE Ate", 8 57 pp A / o � REMOVE �, / j "LIMITS OF CONSTRUCTION". THE FENCES SHOULD 11-1 THE / / 9 /r r �, S � ('] /�' _ f REMOVE TREE / / BE LOCATED AT THE LIMITS OF CONSTRUCTION OR r ' oC♦ / �o / / / AT THE DRIPLINE OF THE SAVE TREE OR AS (;� ♦ / �� _ /� / / OTHERWISE SPECIFIED BY THE ARBORIST. MAINTAIN ' �• ✓ ' �� ' \ %� /ram / REMOV TREE � THE /TO BE CUT AND LAID IN PLACE. FENCES THROUGHOUT CONSTRUCTION. ``�♦ rrr 7 _ o �Q ST MP/TO REMAIN AS SNAG. SEE 0 [ TRACT Kq— _, MXTIG{x410N PLANS FOR TREE REPLACEMENT. 6. COMPLETE CLEARING OF THE PROJECT. 67 a OMEN SPACE T T STUMPS WITHIN 1 F T T 68 \ - / 7. DO NO EXCAVATE S UM S W N 0 0 TREES 0 59\ 69 1 \ / BE SAVED. THESE SHOULD BE INDIVIDUALLY � \ o 6 UT TREE TO BE — / j VW HAF�IN THE WETLAND R CONSTRUCTION /TREES LOCATED \ BUFFER ALONG THE EVALUATED BY THE ARBORIST TO DETERMINE THE / � � C' � / 70 \\ AND LAID IN PLACE ' /PERIMETER OF DEVELOPMENT METHOD OF REMOVAL. — — / 88 STUMP TO REMAIN AS I / / / SHALL BE EVALUATED BY THE PROJECT 8. COMPLETE ALL NECESSARY PRUNING ON SAVED 71 \\ SNAG. \ 1 (� / ARBORIST TO DETERMINE IF THE TREES TREES OR STAND EDGES TO PROVIDE AT LEAST 8 i �� , _ / \ �� TRACT- LINE __ / MUST BE PRUNED OR IF THEY MUST FEET OF GROUND CLEARANCE NEAR SIDEWALKS AND YO TRACT R // / �, // o \ \` \ \ \ BE REMOVED , (TYP.) IF THE TREES TRAILS, AND 15' ABOVE ALL DRIVEWAYS OR ACCESS CRITICAL AREA / / / MUST BE RWOVED THEN THE MITIGATION ROADS. J �qC / / PLAN MUST BE REVISED BY THE PROJECT 5 I 89 // -\\ 72 \ \\�' V\��� /�'v / / WETLAND BIOLOGIST AND APPROVED BY THE 9• COMPLETE GRADING AND CONSTRUCTION OF THE 87 76 �F '�� 7 7� 7 279 CITY OF/ WETLAND/BIOLOGIST TO PROVIDE APPROPRIATE PROJECT. W J� �� o_ \\ TRACT ?! 627 278 MITIGATION. 10. CONTACT ARBORIST TO FINAL INSPECT THE TREE PQ`� Z {'�' (� (� • /// / �Q 4 _ \ \ ; _ / // / / ' i r/, 271 // / PROTECTION AREAS AFTER GRADING. z �✓�, / �^ / // 90 86 73 / / / / / 11. PER SEPA CONDITION #4, THE APPLICANT SHALL BE r;'�'/ �/�/ ► �' r // REQUIRED TO PROVIDE TO THE CURRENT PLANNING �' ' / / / / / PROJECT MANAGER TREE RETENTION �� �F 3 f� ' 74 / / 77 / / F 06'sIE� 7 / / INSPECTION/MONITORING REPORTS AFTER INITIAL85 CLEARING, FINAL GRADING, AND ANNUALLY FOR TWO ss/ONAL CAI / �� o �� rr �r / / j� YEARS BY A QUALIFIED PROFESSIONAL FORESTER. 11/2-0/201 /r _ _ I , r/ 75 j THE INSPECTION/MONITORING REPORTS SHALL T% �� r / r 78 / / IDENTIFY ANY RETAINED TREES THAT DEVELOP 2 F i // / j PROBLEMS DUE TO CHANGING SITE CONDITIONS AND N 92 83 r r - \ �' - / / PRESCRIBE MITIGATION. THE APPLICANT SHALL ALSO 2 0 U / / / o, / j i BE REQUIRED TO COMPLY WITH, AND IMPLEMENT, F_ z 5; /' i 79 / / ANY RECOMMENDED MITIGATION MEASURES INCLUDED p Z w CO \ \ \ _ / ^ ` \ `\ • \ / 44 82 // ,� ` \ % / / i IN THE INSPECTION REPORTS. N J J Q r n� REMOVE TREE \LLJ / .7t7 4�/ \ \ \ \ / 24 / r I I i , / Q m z w - - ` - - \ REMOVE TREE 4 249 // 81 // \ °' \ / KEYNOTE: z N `L_ Qui J / w J z 00 TRACT B Q ,, _ r 261 0 , OPEN SPACE o r `4 / 80 j/ Q N N o 23 ,' \ / / �1 TREE NUMBER o 00 N r- z > TRACT A c� REMOVE TREE � � /' 268 _� z � � � w w C4 DRAINAGE, 45 - _ ' , , T• 'LANDSCAPING, &UTILITIES 242 o / ` � Ln L z_ - \� •' - 26 TREE PROTECTION FENCE* N Q - - Z o \ / 240 267 `� / �� �\ j DRIPLINE DELINEATED BY WFCI (6' MIN)* w N N I00 235 262 I ` - *NOTE: ,,%4 ---=1\ - - - I 3g 263 64 265 24 239 236 234 23 252 53 PER THE TREE PROTECTION PLAN/REPORT PREPARED BY 41�*� - 4j 4f / 241 54 266 WASHINGTON FORESTRY CONSULTANTS, INC. (WFCI), DATED 0 0 �, /`/ / _ OTTHERWISE DELINEATED16/17, THE BYW CIE IS A I. ALLTREESTO CITY OF RENTON �� REMOVE TREE TRACT L TRACT M �, OPEN SPACE/ SAVED ARE REQUIRED S HAVE A 6-FT TREE PROTECTION pEPAFiTMENT OF PUBLIC WORKS J 2 CRITICAL AREA LANDSCAPING FENCE (CHAIN LINK) INSTALLED AROUND THE DRIPLINE AS Q ,�*# ARBORISTAENCROACVERIFIED NDOHM NTS UPETOELD 20%BOF THETHEPROJECT DRIPLINE APPROVED BY DATE i L L VERTICAL DATUM ARE ALLOWED AS APPROVED IN THE FIELD BY THE �RLO CITY OF RENTON, NAVD 88 PR TAR R T P A R F R T APPR APPROVED BY DATE V �= O BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE SURVEYED: 16TH PL C.O.R BENCHMARK 1857 EL=413.38 BCE (JUNE 2013) DESIGNED: BJT FOUND MONUMENT IN CASE BRASS PIN IN 2 REVISED PER CITY COMMENT BK '11/20/18 BJT DRAWN: RAG CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 1 ASBUILT BK 11/2/18 BJT CHECKED: 2014) RAG NO. REVISION BY DATE APPR APPROVED: BJT OJEC BO IS . LE SE E E ENCE HE OVED TREE PROTECTION PLAN/REPORT PREPARED BY J�' 0 WASHINGTON FORESTRY CONSULTANTS, INC. SEE SHEETS APPROVED BY DATE a 0 CONS 67 & 68 FOR DETAIL. APPROVED BY DATE O SCALE: DATE: HORIZ: 1 "=60' HORVERTICAL: NAVDIZONTAL: NAD 11988 983/1991 CITY OF OVERALL TREE RETENTION PLAN 11 /20/2018 m 3/1�� VER: N/A RENT 0 N ASBUILT — ALLURA AT TIFFANY PARK FIEL BOOK: O PAGONE INCH DATUM MAINVUE WA, LLC DRAWING NO: AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 LLI IF NOT ONE INCH SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: 4 OF: ww IRI-131912134F 13 43 0 U cn n 00 O N 0 E 0 0 a U) a I Ln 0 0 Ln Ln O Q0 AFTER CONSTRUCTION TREES LOCATED M * WITHIN THE WETLAND BUFFER ALONG THE PERIMETER OF DEVELOPMENT ASBUILT DETAILED TREE RETENTION PLAN ♦ ♦ ♦ SHALL BE EVALUATED BY THE PROJECT ♦ ARBORIST TO DETERMINE IF THE TREES ♦ FOR O O REMOVE TREE ♦ MUST BE PRUNED OR IF THEY MUST ♦ ♦ ♦ BE REMOVED (TYP.) IF THE TREES ♦ ♦ ♦ MUST BE REMOVED THEN THE MITIGATION PLAN THE PROJECT ALLUPt.44 A�" TIFFANY PARK MUST BE REVISED BY 0 4404 ♦ WETLAND BIOLOGIST AND APPROVED BY THE 156 JJ ♦♦ CITY OF RENTON TO PROVIDE APPROPRIATE PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, � 11 ITIGATION. .♦♦♦♦ TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON ,, 0 15 30 60 / 157 �� ♦♦♦ Y REMOVE TREE Q z z z u Q w LL 0 L_L Q 175 Q J 174 o o i 74 ♦ i1♦ i 160 \� ° 158 ° i �� ♦♦ .. 164 / NOT COUNTED,," 298 /o �' ,i /' 165 166 '' ` `� // / 0 15 30 60 vommm 167 ° o I 6 1 297 ° 16 168 178 170 NOT COUNTED TRACT R 1 176 \ e CRITICAL AREA ° / [ REMOVE TREE _--- ° 0 180 299 186 //------------- ----TTREE-1IS NOT 99 98 51 136 SIGNIFICANT BUT � / � � � / WILL REMAIN. z �� 187 188 REMOVE TREE // ,� / 118 177 NOT COUNTED , \ 101 301 o o ° \ 203 14 \ EMOVE TREE _° 0 DO REMOVE TREE 0 2 207 209 REMOVE TREE TREES LOCATED WITHIN / / \\ \ _ \ ° / WETLAND BUFFER (TYP.) / �� \� /; VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE TREE IS NOT 16TH PL C.O.R BENCHMARK 1857 EL=413.38 SIGNIFICANT BUT WILL REMAIN. (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 4f w 4f 1 1 1 1 1 1 1 i 1 KEYNOTE: 0 TREES TO BE RETAINED. TREES IN CRITICAL AREA BUFFERS NOT NUMBERED OR COUNTED AS SAVE TREES. TREES TO BE REMOVED �1 TREE NUMBER TREE PROTECTION FENCE* 1 DRIPLINE DELINEATED BY WFCI (6' MIN)* *NOTE: PER THE TREE PROTECTION PLAN/REPORT PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC. (WFCI), DATED 08/16/17, THE DRIPLINE IS A MINIMUM OF 6' UNLESS OTHERWISE DELINEATED BY WFCI. ALL TREES TO BE SAVED ARE REQUIRED TO HAVE A 6-FT TREE PROTECTION FENCE (CHAIN LINK) INSTALLED AROUND THE DRIPLINE AS VERIFIED AND APPROVED IN THE FIELD BY THE PROJECT ARBORIST. ENCROACHMENTS UP TO 20% OF THE DRIPLINE ARE ALLOWED AS APPROVED IN THE FIELD BY THE PROJECT ARBORIST. PLEASE REFERENCE THE APPROVED TREE PROTECTION PLAN/REPORT PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC. SEE SHEETS 67 & 68 FOR DETAIL. 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRA RAG BK 1 1/2/18 BJT -CHECKED- RAG BY DATE APPR APPROVED: BJT SCALE: HORIZ: 1 "=30' VER: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N, VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DATUM TREE 80 IS NOT TRACT D ..,,..,,�, Al- , OPEN SPACE 09116 CITY OF mu RENTON Plonning/Building/Public Works Dept. TREE 81 IS NOT SIGNIFICANT BUT WILL REMAIN. TREE 90 IS NOT 000 ♦ '0010 � to .to to / g'C 00 to 40 40 40 '�♦ �i00 CITY OF RENTON E�)EPAFiTMENT OF PUBLIC WORKS APPROVED BY APPROVED BY APPROVED BY APPROVED BY 1 1 1 1 � '411423 O elr" F01,' S T E S/0NA 37/z0/zos 2 (n Lij 0 U z> z(If O N Z LJ J a J w z X ZW W N � J Q rr) O N N N 00 Z U Z 00 N Cfl I-- 00 > Z Z Q I I ww 07 Ln Z Z Ln CN u7 CN u7 w } w N 00 Z LLJ N "t N "t J Y U N J 2 Q 0 ♦ Z DATE i W % 0 DATE DATE 0 CON DATE DETAILED TREE RETENTION PLAN D 1 /20/2018 ASBUILT — ALLURA AT TIFFANY PARK FIELDBOOK PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 6 5 OF: 68 ffimmmmmmm W Q Z Z 0 CD z Y J Q m _N O U cn n 00 O N \ \ O N E N a n u) 0 I N I Ln Ln O u) O / Ln Ln O / O O O N Li W Q Z u W O ry n a� x z O 0 z Y J Q m _N O U in n O 00 O N O N E N a n 0 0 I _a I Ln Ln O O / Ln Ln O / O O O c0 1-1 r ai Li W Q Z u W O ry n a� x z O 0 z Y J Q m _N O U cn n 00 O N O N E N a n 0 0 I N I Ln Ln O O Ln Ln O / O O O c0 I N li