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HomeMy WebLinkAboutzR-3896Setw Q z F_ U w O a 0 00 Q0 00 n 0 L) U V) Q Ln 00 0 N 1P Q) E 0 0 7 0 I 0 v r` N i 0 i O N 1-1 U) 0 O O N i (D L� LEGAL DESCRIPTION PARCEL A: THE EAST 230 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON. EXCEPT: THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR S. E. 128TH STREET BY DEED RECORDED UNDER RECORDING NUMBER 5849731. PARCEL B: THE EAST 330 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON. EXCEPT: THE EAST 230 FEET THEREOF. ALSO EXCEPT: THE NORTH 190 FEET THEREOF. SURVEYOR'S NOTES: 1. BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. SAID LINE BEARS N 88°07' 59" W AS MEASURED FROM KING COUNTY AND THE CITY OF RENTON HORIZONTAL CONTROL POINTS AS NOTED HEREON. 2. THE BASIS OF THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WAS DERIVED FROM MEASUREMENTS TAKEN ON MARCH 2007. WE UTILIZED CITY OF RENTON MONUMENTS IN CONJUNCTION WITH WCCS MONUMENTS TO DETERMINE THE HORIZONTAL DATUM OF NAD 83/91 AND VERTICAL DATUM OF NAVD 88 ADJUSTED TO OUR SURVEY CONTROL NETWORK. THE VALUES OF THOSE FINDINGS ARE DEPICTED HEREON. 3. KING COUNTY HORIZONTAL AND VERTICAL CONTROL POINTS USED FOR THIS SURVEY WERE NUMBERED 6113, 2823, 6177, 2822, 6138 (COR 1851), 2821 AND 6139. 4. ORIGINAL SURVEY CONTROL AND SITE TOPOGRAPHY PERFORMED N 2007, ADDITIONAL OFF-SITE TOPOGRAPHY SHOWN HEREON PERFORMED IN AUGUST 2014 5. A CURRENT TITLE REPORT WAS NOT PROVIDED FOR REVIEW. EASEMENTS AND OTHER SERVITUDES, IF ANY, ARE NOT SHOWN. SPECIAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL WET AND DRY UTILITIES THAT ARE CAPPED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES TO ENSURE THIS OCCURS. 2. ONSITE WATER EASEMENT REQUIRED PRIOR TO BEGINNING CONSTRUCTION. ERC MITIGATION MEASURES: 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL STUDY CONDUCTED BY GEOTECH CONSULTANTS, INC. DATED MAY 29TH, 2014. CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURE ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED JANUARY 26, 2015. 2. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED LANDSCAPE PLAN TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. THE REVISED LANDSCAPE PLAN SHALL DEPICT THE FOLLOWING: A. ADDITIONAL SCREENING SHRUBS AND LANDSCAPING IN PLACE OF THE LAWN IN FRONT OF THE BUILDING, ADDITIONAL INTERIOR PARKING LOT LANDSCAPING WITH NO MORE THAN 50 FEET BETWEEN PARKING STALLS ALONG THE WEST BUILDING ELEVATIONS; B. ADDITIONAL FULLY SIGHT -OBSCURING TREES TO THE NORTH END OF THE DETENTION POND AND A COMBINATION OF TREES AND SHRUBS AROUND ALL SIDES OF THE POND; AND C. ADD PLANTER BOXES FOR LARGE PLANTER POTS) ALONG THE WEST ELEVATION OF THE BUILDING TO THE SECONDARY ENTRANCE OF THE LODDY/OFFICE FROM THE PARKING LOT. THE REVISED LANDSCAPING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 3. THE APPLICANT SHALL BE REQUIRED TO REVISE THE PARKING PLAN TO INCLUDE NO MORE THAN 18 SURFACE PARKING STALLS. THE ELIMINATED PARKING STALLS SHALL BE REPLACED WITH INTERIOR LANDSCAPE ISLANDS ALONG THE WEST FACADE OF THE BUILDING.. 4. THE APPLICANT SHALL SUBMIT BICYCLE PARKING DETAIL DEMONSTRATING COMPLIANCE WITH THE BICYCLE REQUIREMENTS OUTLINED IN RMC 4-4-080F. THE BICYCLE PARKING DETAIL SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 5. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A WOOD, SPLIT -RAIL FENCE ALONG THE WEST SIDE OF THE STREAM AND WETLAND BUFFERS WITH THE APPROPRIATE LEVEL OF STREAM AND WETLAND PROTECTION SIGNAGE. THE PROPOSED FENCE DETAIL SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 6. THE APPLICANT SHALL PROVIDE A MINIMUM OF 1,328 SQUARE FEET OF PEDESTRIAN -ORIENTED SPACE NEAR NE 4TH STREET. THE PROPOSED PEDESTRIAN -ORIENTED SPACE SHALL BE SHOWN ON A REVISED LANDSCAPING PLAN AND REVISED SITE PLAN AND EACH SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 7. THE APPLICANT SHALL BE REQUIRED TO PROVIDE SEATS OR BENCHES ALONG THE FRONT OF NEAR THE STREET FACING FACADE OF THE BUILDING WHICH COMPLIES WITH THE DESIGN DISTRICT STANDARDS. THE SEARING SHALL BE OF DURABLE, VANDAL -RESISTANT AND WEATER-RESISTANT MATERIALS THAT DO NOT RETAIN RAINWATER AND CAN BE REASONABLY MAINTAINED OVER AN EXTENDED PERIOD OF TIME THAT DO NOT IMPEDE OR BLOCK PEDESTRIAN ACCESS TO PUBLIC SPACES OR BUILDING ENTRIES. THE SEATING LOCATION SHALL BE INDICATED ON THE REVISED SITE PLAN AND A DETAIL SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 8. THE APPLICANT SHALL BE REQUIRED TO PROVIDE WINDOWS WITHIN THE STAIRCASES ON THE WEST AND EAST FACING FACADES. THE PROPOSED ELEVATIONS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 9. THE APPLICANT SHALL BE REQUIRED TO PAINT ALL ROLL -UP DOORS VISIBLE FROM THE EXTERIOR OF THE BUILDING GRAY (OR EQUIVALENT COLOR). THE PROPOSED PAINT SWATCH SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 10.THE APPLICANT SHALL BE REQUIRED TO SUBMIT A CONCEPTUAL SIGN PACKAGE WHICH INDICATED THE APPROXIMATE LOCATION AND SIZE OF ALL EXTERIOR BUILDING SIGNAGE. PROPOSED SIGNAGE SHALL BE COMPATIBLE WITH THE BUILDING'S ARCHITECTURE AND EXTERIOR FINISHES. THE CONCEPTUAL SIGN PACKAGE SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 11.THE APPLICANT SHALL BE REQUIRED TO SUBMIT A LIGHTING PLAN WHICH COMPLIES WITH THE DESIGN DISTRICT STANDARDS. THE PLAN SHALL INDICATE THE LOCATION OF EXTERIOR/ORNAMENTAL LIGHTING TO BE ATTACHED TO THE BUILDING, AND ANY SURFACE PARKING LIGHTING, INCLUDING SPECIFICATIONS OF THE LIGHT FIXTURES. THE LIGHTING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. ASBUILT COVER SHEET STORAGE ONE ON 4TH EXPANSION -I - N.E. 4 �TBEET - o-- ---___________________ �_ L-- --- b H SOILS REPORT NOTES ...----- 1. THE FOLLOWING SOILS REPORT WAS PREPARED FOR THE SITE: �� 1- - - GEOTECHNICAL ENGINEERING STUDY - PROPOSED STORAGE FACILITY RENTON, WA -�, 1001. . GEOTECH CONSULTANTS, INC. / 13256 NORTHEAST 20TH STREET, SUITE 16 BELLEVUE, WASHINGTON 98005 425-747-5618 REPORT NO. JN14175 DATED MAY 29, 2014 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN ENGINEERS. 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. SHEET INDEX C1 OF 25 ASBUILT COVER SHEET C2 OF 25 EXISTING SURVEY C3 OF 25 CML SITE PLAN/HORIZONTAL CONTROL PLAN C4 OF 25 TEMPORARY EROSION CONTROL AND SEDIMENTATION PLAN C5 OF 25 ASBUILT GRADING PLAN C6 OF 25 ASBUILT COMPOSITE UTILITY PLAN C7 OF 25 ASBUILT STORM DRAINAGE PLAN C8 OF 25 ASBUILT STORM DRAINAGE PLAN/PROFILE SITE AREA C9 OF 25 ASBUILT STORM POND PLAN AND DETAILS CONTACTS: W rOWNER: z URBAN SELF STORAGE, INC. 918 SOUTH HORTON STREET #1000 SEATTLE, WA 98134 CONTACT: TRAVIS AMECHE Q PHONE: (206) 322-4868 EXT. 104 W UL ENGINEER: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH PROJECT KENT, PHONE:: ( (425)25) 2 251-6222 LIMITS CONTACT: JASON G. HUBBELL, P.E. EMAIL: JHUBBELLQBARGHAUSEN.COM SOILS ENGINEER: GEOTECH CONSULTANTS, INC. 13256 NORTHEAST 20TH ST, SUITE 16 BELLEVUE, WA 98005 CONTACT: THOR CHRISTENSEN, P.E. PHONE: (425) 747-5618 C10 OF 25 GRADING PROFILES EXISTING SITE AREA=79,894 SF / 1.83 AC. EXISTING IMPERVIOUS AREA= 15,624 SF C11 OF 25 POND AND RAIN GARDEN PROFILES AREA DISTURBED DURING CONSTRUCTION= 64,324 SF / 1.48 AC C12 OF 25 ASBUILT WATER AND SANITARY SEWER PLAN TOTAL IMPERVIOUS AREA AFTER PROJECT= 35,810 SF = 0.82 AC C13 OF 25 WATER PROFILES NET NEW IMPERVIOUS AREA DUE TO PROJECT= 20,186 SF C14 OF 25 ASBUILT NE 4TH STREET IMPROVEMENT PLAN SITE ADDRESS: C15 OF 25 SITE CONSTRUCTION DETAILS 4815 NE 4TH AVE C16 OF 25 CONSTRUCTION NOTES RENTON, WA 98059 C17 OF 25 WATER DETAILS C18 OF 25 STORM DETAILS C19 OF 25 CONSTRUCTION DETAILS C20 OF 25 CONSTRUCTION DETAILS C21 OF 25 ASBUILT CONSTRUCTION DETAILS C22 OF 25 CONSTRUCTION DETAILS 0 UTILITY CONFLICT NOTE: SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: BRIAN GILLOOLY, P.L.S. EMAIL: BGILLOOLY@BARGHAUSEN.COM UTILITY CONTACTS: POWER: PUGET SOUND ENERGY 3130 S 38TH ST TACOMA, WA 98409 PHONE: (888) 321-7779 CONTACT: TBD GAS: PUGET SOUND ENERGY 3130 S 38TH ST TACOMA, WA 98409 PHONE: (888) 321-7779 CONTACT: TBD PHONE: CENTURYLINK 1550 NEWPORT WAY NW ISSAQUAH, WA 98027 PHONE: (206) 345-0173 CONTACT: DENA KLUDSIKOFSKY CABLE: COMCAST CABLE CORPORATION 410 VALLEY AVE NW, SUITE 12, BLDG C PUYALLUP, WA 98341 PHONE: (253) 288-7535 CONTACT: JERRY STEELE COMMERCIAL ARTERIAL (CA) CRITICAL AREAS *CLASS III WETLAND *CLASS IV STREAM TAX PARCEL NUMBERS 1523059002 (PARCEL A) 1523059178 (PARCEL B) U0U Know what's below. Call before you dig. ASBUILT SURVEY BY: BARGHAUSEN CONSULTING ENGINEERS, INC. DATED: 5/31/2018 LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) FROPOSED TESC DETAILS EXISTING PROPOSED STREET LIGHTS Approved by: 4 OF 25 C24 LUMINAIRE (LUM.) PROPOSED SANITARY SEWER Date: G❑ YARD LIGHT CHANNE ON DETAILS 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH POWER METER PROPOSED WATER LINE W -0- POWER POLE 1111 WASHINGTON STREET S.E. N ® JUNCTION BOX (AS NOTED) UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS P.O. BOX 47060 ® DATE - PROPOSED FIRE HYDRANT OLYMPIA, WASHINGTON 98504-7060 L1.00 CATCH BASIN (CB) UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT ® STORM MANHOLE (SDMH) PROPOSED GATE VALVE N 0 SANITARY SEWER MANHOLE (SSMH) L1.01 PLANTING PLAN o CLEANOUT (AS NOTED) DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND L1.02 Q GAS METER PROPOSED TYPE II CATCH BASIN O GAS VALVE CITY OF SUMNER ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH �Q WATER VALVE (WV) PROPOSED TYPE I CATCH BASIN I CONSTRUCTION. I RESPONSIBILITY OF THE CONTRACTOR. FIRE HYDRANT(FH) / CONNECTION(FDC) Y Y ® WATER MANHOLE PROPOSED STORM DRAINAGE LINE ® WATER METER 1 BLOW -OFF / AIRVAC SIGN ® MONITOR WELL DIRECTIONAL ARROW PROPOSED SANITARY SEWER CLEANOUT SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) 23.2 PROPOSED SPOT ELEVATIONS FOUND REBAR/CAP (AS NOTED) MATCH EXISTING ELEVATION ±ME ❑ p FOUND LEAD/TACK SIDEWALK ELEVATION SW SURVEY CONTROL STATION ROOF DOWN SPOUT LOCATION DS R PROPERTY LINE PROPOSED FINISHED GRADE CONTOURS - - - - - -(�. � DO - - - - - - HANDICAP RIPRAP PAD d CONCRETE GRAVEL/SAND (AS NOTED) .. HEAVY DUTY ASPHALT // BUILG N X HAIDNIN LINK FENCE PROPOSED FENCE WOOD FENCE BARBED WIRE FENCE ° a �� HOGWIRE FENCE PROPOSED CONCRETE ° - w - WATER LINE G GAS LINE -T(xx)- OVERHEAD/UNDERGROUND TEL. LINE -P(xx)- OVERHEAD/UNDERGROUND PWR. LINE MODULAR GRID PAVEMENT -SID STORM LINE ss SEWER LINE 0 TREE WALL/ROCKERY P WETLAND DATA PLOT PERVIOUS PAVEMENT SURVEY MONUMENT (ASNOT) DD) FOUND RBAR/CAP(AS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE NPDES PERMIT NUMBER: WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND WAR304097 REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190 C23 OF 25 TESC DETAILS CAUTION Approved by: 4 OF 25 C24 TAIL 1FSC DETAILS Approved by: Date: WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES OF 25 CHANNE ON DETAILS 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH PUBLIC LAND SURVEY OFFICE 0 CN 0 CN 0 CN OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE 1111 WASHINGTON STREET S.E. N Approved by: coCN UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS P.O. BOX 47060 LANDSCAPE PLANS DATE - SHALL INCLUDE CALLING UTILITY LOCATE Q 811 AND THEN POTHOLING ALL OF THE EXISTING OLYMPIA, WASHINGTON 98504-7060 L1.00 TREE RETENTION PLAN AND WORKSHEET UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT PAGE: CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR L1.01 PLANTING PLAN a THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND L1.02 LANDSCAPE DETAILS OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. AND THE AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE CITY OF SUMNER ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE ILLUMINATION PLANS Y I CONSTRUCTION. I RESPONSIBILITY OF THE CONTRACTOR. IL1 OF 3 ILLUMINATION PLAN SURVEYED- IL2 OF 3 ILLUMINATION DETAILS DESIGNE - IL3 OF 3 ILLUMINATION SPECIAL PROVISIONS DRAWN: KEH RDC/KEH CHECKED- KEH NO. REVISION BY DATE APPR ��JGH SCALE. VERTICAL. NAVO 1988 1 " = 100' HORIZONTAL. NAD 1983/1991 CITY OF RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY z 0 W 44� nG GO Q� ENGIXA_ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Ow < 0 0- LUchqRT W ~ 2 � 03 Q zaW� OQzW z�� W 0 0) 0 Q �� GUY 'PC�I)i WASy/ A, � r N Z 38950 p �4 �NAL��ENG\��, 6/11/2018 )w IE w w w w w V Y Y W Y `1 `1 `1 Ln z W w 0 W _ U w 0 N zw CD w o o a V) o z o Ln w (D z U W 00 o o C2,U w Q U w z � z W O J of OU M W W Z LJ �_ �' w z Q Of w O Q U Ir 0 o m E� o o w I -- r) U (n m LLJ �LLJ �LLJ O d J N� Q N U) U) a > m o m m afW W W af a a0©ODuDae Project #: 12740 ress: 4815 NE 4TH AVE RENTON, WA CITY OF RENTON Approved by: Date: COVER SHEET Approved by: Date: 'y 0 C-4 0 CNNCN 0 0 0 0 CN 0 CN 0 CN Date: Cn N Approved by: coCN 00 DATE - Permit N O . U15008468 FIELDBOOK. PAGE: 00 00 -f a t\D t\D t\D Ca Y Y Y Y Y Y Y Y )w IE w w w w w V Y Y W Y `1 `1 `1 Ln z W w 0 W _ U w 0 N zw CD w o o a V) o z o Ln w (D z U W 00 o o C2,U w Q U w z � z W O J of OU M W W Z LJ �_ �' w z Q Of w O Q U Ir 0 o m E� o o w I -- r) U (n m LLJ �LLJ �LLJ O d J N� Q N U) U) a > m o m m afW W W af a a0©ODuDae Project #: 12740 ress: 4815 NE 4TH AVE RENTON, WA 4815 NE 4TH AVE =°F R-389601 CITY OF RENTON Approved by: Date: COVER SHEET Approved by: Date: Drawing No.: Approved by: Date: C1 of 25 Approved by: Date: AS BUILT S TORAGE ONE ON 4TH EXPANSION DATE - Permit N O . U15008468 FIELDBOOK. PAGE: DRA*NG NO. 4815 NE 4TH AVE =°F R-389601 DO to 00 n 0 a� 0 U V) a_ Ln n �i 0 N E 0 0 0 U I a I O v r` N V) 0 i O N 1-1 177 O O O N i a� li 117=30' im\=�\\\\\\\\\\\\\\ \\\ 1111 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ no o Know what's below. Cal before you dig. CB -A RIM = 396.32 12" CNC E = 393.74 Dote: 0y�°F 'D PROPE CORNER 12" CNC W = 393.74 to IE 18" ADS=393.66 8" CMP SW 393.94 CB- B RIM - 396.29 8" CMP NE = 394.21 CB -C RIM = 395.94 12" CNC W = 393.16 12" CNC E = 393.16 A 1n`Op0 .. .. .. .. .. �> 8 CMP S = 4 39 .44 - CB -D RIM = 396 08 I E 8 C MP N = 395.00 MH- SD E RIM = 39 7.47 NOT IPP 0 DIPPED CB -F RIM = 397.50 NO PIPES, GOES TO SDMH SDMH-G RIM = 398.01 18" CNC N = 393.53 N 18"CNC S= i DO 18" DI E = 393.56 C3 18" DI W = 393.55 CB -H RIM = 396.01 12" ADS N = 394.11 SDMH-I RIM = 397.47 12" ADS S = 393.89 00 12" ADS W = 393.85 LO to 18" ADS E = 393.77 18" ADS N = 393.77 CB -J RIM = 402.32 NOT DIPPED CB -K RIM = 401.71 12" ADS N = 399.71 CB -L RIM = 407.07 NOT DIPPED CB -M RIM = 399.56 NOT DIPPED CB -N RIM = 400.13 WATER LEVE L= 393.60 BTM STRUCT. = 391.98 CB -0 RIM = 399.11 12" ADS W = 395.28 12" ADS S = 395.29 SDMH-P RIM = 399.27 18" ADS E&W = 395.12 (TOP PIPE) (PIPES GO THRU STRUCT.) 12" ADS N = 395.17 (TOP PIPE) CB -Q RIM = 398.95 12" ADS E = 395.50 O 12" ADS W = 395.50 6" PVC S = 396.05 SDMH-R RIM = 399.69 18" ADS E = 393.87 18" ADS W = 393.87 C� 12" ADS NNE = 393.97 CB -T RIM = 398.25 12" CONIC E = 394.20 12" CONIC W = 394.25 Li 12" CMP S = 394.25 CB -S RIM = 397.91 12" ADS E = 395.26 12" ADS W = 395.31 SSMH-A RIM = 399.56 24" D.I. E = 383.34 C) a i 24" D.I. W = 383.26 8" PVC S = 391.76 SSMH-B RIM = 396.92 24" D.I. E = 387.42 1O 24" D.I. W = 387.17 SSMH-C RIM = 400.58 24" D.I. E = 389.58 z U 24" D.I. W = 389.50 8" PVC S = 390.54 LEGAL DESCRIPTION PARCEL A: THE EAST 230 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON. EXCEPT: THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR S. E. 128TH STREET BY DEED RECORDED UNDER RECORDING NUMBER 5849731. PARCEL B: THE EAST 330 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON. EXCEPT: THE EAST 230 FEET THEREOF. ALSO EXCEPT: THE NORTH 190 FEET THEREOF. SURVEYOR'S NOTES 1. BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. SAID LINE BEARS N 88'02'59" W AS MEASURED FROM KING COUNTY AND THE CITY OF RENTON HORIZONTAL CONTROL POINTS AS NOTED HEREON. 2. THE BASIS OF THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WAS DERIVED FROM MEASUREMENTS TAKEN ON MARCH 2007. WE UTILIZED CITY OF RENTON MONUMENTS IN CONJUNCTION WITH WCCS MONUMENTS TO DETERMINE THE HORIZONTAL DATUM OF NAD 83/91 AND VERTICAL DATUM OF NAVD 88 ADJUSTED TO OUR SURVEY CONTROL NETWORK. THE VALUES OF THOSE FINDINGS ARE DEPICTED HEREON. 3. KING COUNTY HORIZONTAL AND VERTICAL CONTROL POINTS USED FOR THIS SURVEY WERE NUMBERED 6113, 2823, 6177, 2822, 6138 (COR 1851), 2821 AND 6139. 4. ORIGINAL SURVEY CONTROL AND SITE TOPOGRAPHY PERFORMED N 2007. ADDITIONAL OFF-SITE TOPOGRAPHY SHOWN HEREON PERFORMED IN AUGUST 2014 5. A CURRENT TITLE REPORT WAS NOT PROVIDED FOR REVIEW. EASEMENTS AND OTHER SERVITUDES, IF ANY, ARE NOT SHOWN. 102+00 STREET LIGHT EXISTING SURVEY TEL. VAULT POWER POLE ^p yAo'b o W/UNDERGROUND o 1 b STOP SIGN b00• 39817 -V 1§1 ABOVE GROUND LIGHT J -BOX oti X006 IE 18" CNC=394.58 9 1 1 �0 POWER CABIN T e0 TEL. J -B X00 NGPA Tbop�b�o�e - - - - - - - y0011CB-$ 01 , 1. 4 y °�?$b ati z y 1 397.04 397.08 SDMH-I WETLAND SIGN TEL. RISER '✓�00 �o� --I(LLG)- 0 tial' 0y 0 b" 1. 0 X01' 0`'397.07 LUMINAIRE CABLE VAULT "� ( r 00' 396.98 f 397.0, pb OA° 396.8 O - 0 1 1 0 _,'� (..) LIGHT J -BOX o 01 CABLE VAULT 396'7 SDMH-G � !�� ) 397. 1. o, t��--- 'y 397.02 'o� 0 0 0, p`L - - ---� ®01b G '° t ti -t'� .b 0 397.32 06. ,06 a6' IDEWALK 0° - -' 0� - - �0r1 - X06 1' 01. 11 7. yob 11 _�___3 1 1, y 3 0 _ 'h 1 S A 7 �� 0 �(tlG -- 96.9 'S - • 'S O + - ^i = = 00 97.06 397_ 4 00' 6-86,�'� n� - .54 39T) J 1. 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IVEWA - - - C C 06 00' s �� 96.77 b. a o: a• '. 0 e a a' JL SCOTT + s. X a a' o + o +� yo �� �0o so so 098.. a "� 398.9 06 e: 395.11 i 395.58 `395.d41Ulu I �H13 + P OH A . a_ �a 0 +'S 1+ � SD_-___-- SIGN 1 0 - o'E- -� -.- --- -- t_ 3 + 395.56 .l�`P',yoh' �y1 �, '�'\� 10 "SDMH-E 'h°j1"���^�90: }fib. 0. .p �' 398419 .��'a 'h NER POLE h o �' EXTRUDED 1' J -BOX 0 b gy:3� .y b ti SIGN 35 M ' \ . F(UG) SPEED SIGN W UMINAIRE CB -B 95.6 +,__,___� �0 , h 1, y0 0 0 SIGN LIGHTS b i 395:64 t ,a1 MCURB ,�1 S88 02 59 E 230.07 16h 01 LOT _ 1 �a �yti �01� 39 36 `o`� 06 WATER METER + + 0-` 0 399.12 O' (IN GROUND) f �0 � , .: '.,. "..�6 . +^�' - - � ^� � � 0 00°� - 1 �Y o W/CB GRATE : -.yo ,, /LOT I b LIGHTRO ao 1 0ILL 399. STREETaLIG 1400.2 b e O`L i ;' ..*.• b01 0° °j1 1� °'Sb 0 �? * 0ti + b 0`L0.'y�i 'S RISER--- 400.2 * 0y6+ o / LIGHT\ - -+ 1 GATE�O+ 1- --.-'--�-I §dti �{'1 / GN +' ya1� 0 398.1 e ,�AIy/ JBOX o / - - - J-` - -F-- + ` 'S o° \ + a 1.01 398.63 '•'y I I .yti I I / / r Z _ 1°p o,`?• + b 398.70 I i - •y y'L 00 l 0 4 2$h' WATER METER 3988 h o' / ® 8"COT I LOT IGHT� 0' 0 / CONTROL CB -M : + / a �� boo COT CABINET Z ° Z - &VALVE �,0'`: ., o ° 01 FOUND 5 8" REPAP & CAq + 01' , / lob 0b 10"CbT WOOD FENCE yab X y. ( �,, T I 0' \ 41 •yo e e I 7"COT J STAMPED "WING LS #119261 :' I %6„C / / rl / 396.86 ul L ---_---_-}>-�' .tMOAyVp. 0py X01q 0p\ III ��®y+I•i�I' �IiIi e0y�1q �ya�1,..a/0.:g .;.. :. ° 1° 0 ° +� 7.'. . I vIry,� II39 00 I E CNC=392.84 *00 + * , - J EXISTING 395.12 -P W +7'COT BLDG 26 +0 0 398.58 "C U_ 07 -395.23 394.95394.61 d + 7.1O/ 0 8„CTWATER, lk FAUCETI +I 3 'COT 4�1 O * _394.49 Q ObA1 (/•) 1 b�j ryG��11 .yL I II ..•.q:. .. �'y,'0 ti0 Ob61 �Od� * 6"C T ®00®�`' 9"COT T.�00 :...: ,.,I I I I��,-10"C T b6 'y + 1 bop EX CB EXISTING titi 40 / 6' C 1 11 .. + I TYPE 1 BLDG yob + 01� T �00ryh1, :...� ry� ' *: 0� 7 +COT I I I RIM=395.13 goo / /7 CO �� 10"COT yo�� ::....,o�. i I II 1. I 1 IE=392.28 (12" S) 006 0�0 395.40 ��I�b� ®ao + -1 j I �I �+ / - 8/OT / // .. * FOUND 5/8" REBAR &CAP / h � I •006" EXTRUDED B 001 �00tiq .�•y0�y1 e^o I I"'00�b 00�� � I I I / I STAMPED "EWING LS #11926" mti / � 4_ FOUND 5/8" REBAR ybo 0.1'±E X 0.1'±S OF ®0 01p OT & CAP STAMPED I p0 �e yCOT + f l I bo ry0 1 3es "EWING LS #11926" +PROPERT*YRNER� b� / I 1 o l/ 0 + 0y L + 0ti I LOT LIGHT + + �p . 310 16 395.09 395.26 39 .90 101 Al + Op I I I I 15"C�T 1 I EXISTING ��� iN88'02'S9"W 100.03'1° b61 0� 3 4.67 ah +'�" 001' BUILDING 1 0b. y0 + ti + bb 0 0�� +�01. EDGE J WETLAND "Z"\V 'I � 06 + I +- .59 + 09 + ,�0 + 01ry1 Op - 11��OP\`3% I +I O IE 12" ADS=394.35 01 *� �P 00 * b n 6ti '1§ W�01. �I 0�1�� Z-4 / 7"JOT + DP -6 6" 110"COT 00 �� ry 4 0.702 cor 0 / \ / M+ + I�o1 + X006 11 ye1�0tiry / / 410 5 "COT DP -8 �P_8 7+ I , r / b . 9� ao,6 10 y0ab l + 401 X00 „COT wbo 'COT '' ; DP -4WD X00' / * 9.06 + _ 11 * / I M ¢ V� n;; �` `� rl` i�1 ' + X010 r o0 00 + bo p N �, A\v v` �� 00 I l 0e / 6„COT /I�1 0 I eoA. ��„C T zoSn ' 00 01. COT Q . 1 I 'h + � P�OOti M * \ � Pi� til /^�00�"' 7"COT ,EAV �R' A 0 0 Q DP -5$ 3 -�� ya0"� DP -3 + 00 ( Z ` DAM 7"COT EXISTING + BUILDING w oe0 01 0�. by O 0 + 00. co Q O o / / �006�� o 51 7" T Z w N a6 + /' Cgr +� 1 0. b * �0 �/ 1� �Z I + 20' DRAINAGE EASEMENT m + ��� N 'S°j06 / oil * �� / /'nb0�11 b. * + 01 A-22 °- I AFN 8611251008 l + I 1 Z 6„+8„COY / A-20b'Z�_'� 6„COT 1 11 10 _ A-21 HYDRANT a bo, 1 ��00 W BOLLARDS 1:39900.10 ® e j 1ya„ `\ o / I ® SDS y 0 SD .9 Ao S+ 00 0me17 CO.. T \ \ `� a�,a + ya0"� 0 9 COT �„ ° �� � °`oma o° 00• 3 D � � "' A-19 0 0 bo •y � � SD 18 DUPLICATE l S88'06'1 5"E 230.0 'a ( ) I 6"cor CB -N 588'06'15"E 100.03'." D. ,+ �� �D„+6„CQ�yO'� v EXTRUDED CURB b �. 1 y 60 0 b^,W W - - W I s� 6 ' a�0ti X01 + y oo. a�B A X16 ' „ + 006 + 00 �0 001 1� �� A-18 8 COT + SDMH-R SCS 06a o. 1 06 ^>Y \ � W 9"Ce,OT A-1 .. .. .. 6 0 SID o0 SD a 0 /i� 0� 0 �b b0 13' COT S PNO� R + �13 +101. `NptE FOUND 5/8" RE AR &CAP NO. EXISTING BLDG SDMH-PI EX. ECOLO Y ` A-12 �0�+0 y y y +�0,. STAMPED "EWING S #11926" r` 0.1'±E X 0TY.1'±S OF BLOCK WAL Dote: 0y�°F 'D PROPE CORNER By: Dote to IE 18" ADS=393.66 >�, �� A-11 P-2 EXISTING WETLAND 0 w A.�;,��- O i A 1n`Op0 .. .. .. .. .. �> REVISION SURVEYED: DESIGNED. KEH GROW RDC/KEH CHECKED: KEH BY DATE APPR CH SCALE - 1 "=30' ONE NCH AT FULL SCALE IF NOT ONE 1NCH SCALE ACCORD94GLY VEMICAL: Ni 1988 HOW011 AL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. Z 0 LLJ Q-G,HA�S (7U Z�G CO <�/Hi ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES z LU 0� Z� X O W - 2 �Uj � � Q ZaW3 U z z W z Q W zr W 0 8 0 Q i O� GUY y�9 WASNit y/ N Z 38950 p �� �Ff eo l S 1ti s/ONA L ENG 6/11/2018 RECOMMENDED FOR APPROVAL By: Dote: By: Dote: By: Dote By: Dote Z 0 LLJ Q-G,HA�S (7U Z�G CO <�/Hi ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES z LU 0� Z� X O W - 2 �Uj � � Q ZaW3 U z z W z Q W zr W 0 8 0 Q i O� GUY y�9 WASNit y/ N Z 38950 p �� �Ff eo l S 1ti s/ONA L ENG 6/11/2018 Y I Li Y I Y I Y I Y I Y I Y I Y .J LU LU Y 0 LU W W W to 0 w O i N 0000 z 0 W 2 N DO i DO C3 00 00 LO to to to Y I Li Y I Y I Y I Y I Y I Y I Y .J LU LU Y 0 LU W W W 0 i z W 2 w Ci w W U W i O w Z C� (7 O Li o- C) a i O 1O N w z U z Lii O in C) O W Q L, U Li U Z z w z W OJ d W� W� Z Ld 3 N LTJ CLI W w ~ Q U O M O m 3 N p U O_ N m 0 0 p OL J o_ N g > m a i X W W W Project #: 12740 ress: 4815 NE 4TH AVE RENTON, WA EXISTING SURVEY wing NO.: C2 of 25 AS BUILT S TORAG E ONE ON 4TH EXPANSION Permit NO. U15008468 4815 NE 4TH AVE PACE: ORAwsNc No - ISHEET: 0i R-389602 uJ r T � Ir��•�,1 z F Ld n/ LLJ Fil 7 O O a �J co 00 Q0 00 0 Q) 0 U Cn Q r- 0 6i 0 N a; E 0 0 Q I 0 v N i U) U) 0 0 N 0 O O N N 4" CEMENT CONCRETE SIDEWALK 2" MIN (5/8" MINUS) CRUSHED SURFACING TOP COURSE COMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS CURB NEW PAVEMENT SIDEWALK DETAIL ONSITE ONLY SIDEWALK DETAIL ASBUILT CIVIL SITE PLAN/HORIZONTAL CONTROL PLAN 5 112" 1 "R/ 1 2" RFINISHED GRADE P ° q NEW PAVEMENT ° O #4 REBAR ,a a 7 3/4" EXPANSION JOINT AT 20' INTERVALS CEMENT CONCRETE BARRIER CURB ONSITE ONLY NOT TO SCALE SITE PLAN KEYNOTES F1 ASPHALT PAVEMENT PER DETAIL THIS SHEET. 2� BARRIER CURB PER DETAIL THIS SHEET. r3 NEW DRIVEWAY PER CITY OF RENTON STD DETAIL 104.4 SEE SHT C22. 41 CONCRETE CURB AND GUTTER PER CITY OF 3" (MIN.) COMPACTED DEPTH 14 SAWCUT EX. ASPHALT. REMOVE ASPHALT AND Dote: Od° ADJACENT CURB FOR PROPOSED IMPROVEMENTS. By: RENTON DETAIL, DETAIL SHT C22. a a. ° ° a Dote 0 PER DETAIL SHT C15 a° —III a. SIDEWALK DETAIL ONSITE ONLY SIDEWALK DETAIL ASBUILT CIVIL SITE PLAN/HORIZONTAL CONTROL PLAN 5 112" 1 "R/ 1 2" RFINISHED GRADE P ° q NEW PAVEMENT ° O #4 REBAR ,a a 7 3/4" EXPANSION JOINT AT 20' INTERVALS CEMENT CONCRETE BARRIER CURB ONSITE ONLY NOT TO SCALE SITE PLAN KEYNOTES F1 ASPHALT PAVEMENT PER DETAIL THIS SHEET. 2� BARRIER CURB PER DETAIL THIS SHEET. r3 NEW DRIVEWAY PER CITY OF RENTON STD DETAIL 104.4 SEE SHT C22. 41 CONCRETE CURB AND GUTTER PER CITY OF 3" (MIN.) COMPACTED DEPTH 14 SAWCUT EX. ASPHALT. REMOVE ASPHALT AND Dote: By: ADJACENT CURB FOR PROPOSED IMPROVEMENTS. By: RENTON DETAIL, DETAIL SHT C22. NEW 6' HIGH, BLACK VINYL CHAIN LINK FENCE Dote PER DETAIL SHT C15 N WSDO1/2-I HOT MIX ASPHALT REMOVE AND REPLACE EX. ASPHALT AND CURB IN KIND FOR UTILITY CONSTRUCTION. MINIMUM AGGREGATE 17 SEGMENTAL BLOCK WALL. WALL TO BE 1/2 -INCH CLASS DO DESIGN/BUILD BY CONTRACTOR. OWNER TO SUBBASE DO APPROVE MATERIALS. ANY WALL OVER 4' IN � CONCRETE SIDEWALK PER DETAIL THIS SHEET. 0 0000 00 0 PERMIT. IF WALL CONSTRUCTION WILL INCLUDE 6" MIN. COMPACTED (MIN.) 0 ° 9.'o ° °oo°oo°O 0 0 °� 0 00,3 0° o 0 °0 0 0 ° F6 4" WIDE WHITE PAINT STRIPING DEPTH CRUSHED ROCK BASE (CRBC) OR ° o ° 00 o0Q 0000 ca) 0 4" WIDE WHITE PAINT STRIPES AT 45 DEGREES F7 MODULAR GRID PAVEMENT PER DETAIL SHT C24 AND 2' O.C. AGGREGATE DISCHARGE _ W _ W SUBBASE MEETING THE 4" ASPHALT TREATED STEPS, SEE ARCHITECTURAL PLANS FOR CHARACTERISTICS _ BELOW SHALL BE 8 ADA PARKING SPACE PAVEMENT MARKING AND BASE (ATB) 20 ELEVATED SIDEWALK WITH HANDRAIL/SEE FILL {SEF NOTES) GRADING PLAN SHEET w SIGN(S) PER DETAIL SHT C20. SUBGRADE TO BE COMPACTED PER SOILS HANDRAIL ON BUILDING 22 F9 LANDSCAPE AREA, REFER TO LANDSCAPE PLANS 4" UNDERDRAIN TO BE INSTALLED WHERE PERVIOUS PAVEMENT MEETS STANDARD ENGINEER RECOMMENDATIONS ASPHALT. SEE UNDERDRAIN LOCATIONS ON Ln — I-- E9 SIDEWALK RAMP PER DETAIL SHT C20. HEAVY DUTY ASPHALT MEMBRANE ENTEDED FROM PAVEMENT SECTION 11 STOP SIGN AND PAINTED STOP BAR PER ONSITE ONLY FROM MIGRATING INTO THE MORE OPEN GRADED AGGREGATE BASE DETAIL SHT C19 12 CONCRETE TO BE FLUSH WITH ASPHALT. NOT TO SCALE PAVEMENT SECTION PER GEOTECHNICAL REPORT PROVIDE DETECTABLE WARNING STRIP. PREPARED BY GEOTECH CONSULTANTS, INC.F A AR NON ALONG I WSDOT SECTION 9-33.2(2) TABLE 3 EXiST'ING NON -COMPACTED SCARIFIED SUSGRADE SEE SHT C21 FOR POROUS ASPHALT NOTES AGGREGATE DISCHARGE SUBBASE (ADS) NON -WOVEN — GEOTEXTILE LINER LONG BOTTOM & SIDES EXISTING NON -COMPACTED 4" UNDERDRAIN (PER SHEET C7) PERVIOUS ASPHALT (TYP) 13 IRE L NE M KING SCARIFIED - ` INCREASE ADS DEPTH TO SUBGRADE CREATE RESERVOIR AT POINT OF OVERFLOW TYPICAL PERVIOUS PAVEMENT SECTION NOT TO SCALE CRUSHED SURFACING TOP COURSE (CSTC) EXISTING COMPACTED SUBGRADE TEL. VAULT POWER POLE W/UNDERGROUND ABOVE GROUND LIGHT J-BOX POWER CABINET TEL. J -BOX �F I� ) i _ — — T(UG)_— P UG r — — IDI P(UGT — — ____________________ STREET LIGHT -------------------- W JBOX 'd, .. a' Si . •�• . `'• .. °• •' .. • .••. .OOUBL 'Y LCO �•STkIP1~ Of :4,. a :: v. •: D0t1BLE. ;Y LIR '. G_ , -- ` ,7 ; : MAgL6C1�.(' : a R p .. b a �3 —_� -W � ---r •LK E. a. 'I(USnF �r a E _- -' _ _ EXTRODE R NO. 35 MPH// SPEED SIGN II WATER METER & VALVE EX CB TYPE 1 RIM=395.13 IE=392.28 (12" S) FOUND 5/8" REBAR & CAP STAMPED "EWING LS #11926" EXISTING BUILDING IE 12" ADS=394.35 00 0 rn i -R SD ' �5 n SD SD EXISTING BLDG SDMH-P OLO Y BLOCK An IE 18" ADS=393.66 �`)-�" I I REVISION A-1 11` CA10 11MA TT_ 1 LAP - - - - A-101` SURVEYED. DESIGNED. KEH DRAWN. RDC/KEH CHECKED. KEH BY DATE APPR A IMOWDJGH - SCALE: 1 "=301 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL, NAVO 1988 HORIZONTAL. NAD 1983/1991 DATUM r-uui CABINET 10"Cb 7 /11 T WOOD FENCE "COTIE CNC=392.84 26"COT 3 rA"COT 10"CQT II 6" JOT 15"C4T I ec7"qOT "F10"COT 44:�17"COT / 15"COT �0"COT Oq -D6,kCOT N 7§F 7"COT 0 7"COT b N - 8"COT 7"COT 20' DRAINAGE EASEMENT �AFN 8611251008 - 6"COT - 9"COT - 6"COT 0.1'±E X0.1'±S OF PROPE TY CORNER rJ� rr } CITY OF RENTON Plonning/Building/Public Works Dept. 14 SAWCUT EX. ASPHALT. REMOVE ASPHALT AND Dote: By: ADJACENT CURB FOR PROPOSED IMPROVEMENTS. By: 15 NEW 6' HIGH, BLACK VINYL CHAIN LINK FENCE Dote PER DETAIL SHT C15 N 16 REMOVE AND REPLACE EX. ASPHALT AND CURB IN KIND FOR UTILITY CONSTRUCTION. MINIMUM AGGREGATE 17 SEGMENTAL BLOCK WALL. WALL TO BE DISCHARGE DO DESIGN/BUILD BY CONTRACTOR. OWNER TO SUBBASE DO APPROVE MATERIALS. ANY WALL OVER 4' IN THICKNESS HEIGHT WILL REQUIRE A SEPARATE BUILDING PERMIT. IF WALL CONSTRUCTION WILL INCLUDE TEMPORARY AND/OR PERMANENT 00 ENCROACHMENT ON ADJACENT PROPERTY, THEN U-) EASEMENT WILL BE REQUIRED TO BE OBTAINED to to FROM NEIGHBORING AFFECTED PARCEL OWNER. m 1 g 4" WIDE WHITE PAINT STRIPES AT 45 DEGREES ,_ Y _ W AND 2' O.C. AGGREGATE DISCHARGE _ W _ W SUBBASE MEETING THE 19 STEPS, SEE ARCHITECTURAL PLANS FOR CHARACTERISTICS Y DETAILS. BELOW SHALL BE Y Y UTILIZED IN AREAS OF 20 ELEVATED SIDEWALK WITH HANDRAIL/SEE FILL {SEF NOTES) GRADING PLAN SHEET w 21 SIDEWALK RAMP (8.3% MAXIMUM) WITH HANDRAIL ON BUILDING 22 PERVIOUS PAVEMENT PER DETAILS THIS SHEET. 4" UNDERDRAIN TO BE INSTALLED WHERE PERVIOUS PAVEMENT MEETS STANDARD ASPHALT. SEE UNDERDRAIN LOCATIONS ON Ln — I-- SHEET C7. IMPERMEABLE LINER (30 MIL PVC MEMBRANE ENTEDED FROM THE TOP OF AGGREGATE BASE AND 12 INCHES ONTO THE BOTTOM OF THE SUBGRADE) TO PROTECT STANDARD HMA BASF COURSE FROM MIGRATING INTO THE MORE OPEN GRADED AGGREGATE BASE STANDARD HMA (TYP) SCARIFIED - ` INCREASE ADS DEPTH TO SUBGRADE CREATE RESERVOIR AT POINT OF OVERFLOW TYPICAL PERVIOUS PAVEMENT SECTION NOT TO SCALE CRUSHED SURFACING TOP COURSE (CSTC) EXISTING COMPACTED SUBGRADE TEL. VAULT POWER POLE W/UNDERGROUND ABOVE GROUND LIGHT J-BOX POWER CABINET TEL. J -BOX �F I� ) i _ — — T(UG)_— P UG r — — IDI P(UGT — — ____________________ STREET LIGHT -------------------- W JBOX 'd, .. a' Si . •�• . `'• .. °• •' .. • .••. .OOUBL 'Y LCO �•STkIP1~ Of :4,. a :: v. •: D0t1BLE. ;Y LIR '. G_ , -- ` ,7 ; : MAgL6C1�.(' : a R p .. b a �3 —_� -W � ---r •LK E. a. 'I(USnF �r a E _- -' _ _ EXTRODE R NO. 35 MPH// SPEED SIGN II WATER METER & VALVE EX CB TYPE 1 RIM=395.13 IE=392.28 (12" S) FOUND 5/8" REBAR & CAP STAMPED "EWING LS #11926" EXISTING BUILDING IE 12" ADS=394.35 00 0 rn i -R SD ' �5 n SD SD EXISTING BLDG SDMH-P OLO Y BLOCK An IE 18" ADS=393.66 �`)-�" I I REVISION A-1 11` CA10 11MA TT_ 1 LAP - - - - A-101` SURVEYED. DESIGNED. KEH DRAWN. RDC/KEH CHECKED. KEH BY DATE APPR A IMOWDJGH - SCALE: 1 "=301 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL, NAVO 1988 HORIZONTAL. NAD 1983/1991 DATUM r-uui CABINET 10"Cb 7 /11 T WOOD FENCE "COTIE CNC=392.84 26"COT 3 rA"COT 10"CQT II 6" JOT 15"C4T I ec7"qOT "F10"COT 44:�17"COT / 15"COT �0"COT Oq -D6,kCOT N 7§F 7"COT 0 7"COT b N - 8"COT 7"COT 20' DRAINAGE EASEMENT �AFN 8611251008 - 6"COT - 9"COT - 6"COT 0.1'±E X0.1'±S OF PROPE TY CORNER rJ� rr } CITY OF RENTON Plonning/Building/Public Works Dept. z O u� LJ QI-G V4 AU ,z Iro n U 2 2�G CO Q- <�/�G ENG%XA 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Ow CID av0 0- LJJ W ~ 2 0-) Cl)Q Z Q W 3:O Q Z W Z<� W 0 � 0 Q CO O_x GUY y�9 J WASy/ A, r N Z P 38950kk/ �NAE��ENG\��, 6/11/2018 RECOMMENDED FOR APPROVAL By: Dote: By: Dote: By: Dote By: Dote z O u� LJ QI-G V4 AU ,z Iro n U 2 2�G CO Q- <�/�G ENG%XA 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Ow CID av0 0- LJJ W ~ 2 0-) Cl)Q Z Q W 3:O Q Z W Z<� W 0 � 0 Q CO O_x GUY y�9 J WASy/ A, r N Z P 38950kk/ �NAE��ENG\��, 6/11/2018 z v In Lo ^ Oo rn o Project #: 12740 Aaaress: 4815 NE 4TH AVE RENTON, WA CIVIL SITE PLAN/ HORIZONTAL CONTROL PLAN Drawing No.: C3 of 25 AS BUILT S TORAGE ONE ON 4TH EXPANSION Permit NO. U15008468 4815 NE 4TH AVE PAGE: DRAWING W. SHEET- OF: R-389603 ^ 00 N 0) N DO In DO 0 00 U-) U-) to to to m _ w _ w ,_ Y _ W W W _ W _ W Y Y Y Y Y Y Y in j W W Y W w w w Ln — I-- a- of 0 W W _ U w O N z W w O ES a O Z 1— z O U ul z w Z o o W U m W � O w_ Q U It Li W W z w O J Of OU a. Z U �_ N w W z � Q 51 W O Q U 0 o U m In in cr d V) M C� C� O d J � Q N V) ul a > m N LJ of W W WQf a z v In Lo ^ Oo rn o Project #: 12740 Aaaress: 4815 NE 4TH AVE RENTON, WA CIVIL SITE PLAN/ HORIZONTAL CONTROL PLAN Drawing No.: C3 of 25 AS BUILT S TORAGE ONE ON 4TH EXPANSION Permit NO. U15008468 4815 NE 4TH AVE PAGE: DRAWING W. SHEET- OF: R-389603 w. •15 30 •• • • • \O\� \\\\\\\\\\\\\\ before y• • • \\\\�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ LLI SDMH-R S6 / 11 11 I J_ / °w z A-1 9"QOT _ EROSION CONTROL NOTES: 8 OT APPROVED BY THE CITY BEFORE CONTINUING WORK. o0 U LLI b o NCN 0 1. PUBLIC STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS C b00 °0� + °° 913 b0 - GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR a EX. CATCH BASIN I OTHER APPROVED METHODS. C/1 ,,b° A_12 1,1 +`,° _ _ _ _ - STAMPED "EWING S #11926" + 0.1'±E X 0.1'±S OF TO REMAIN. 2. CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND a ^ "'°� 0b 0 PROPOSAL FOR TRAFFIC CONTROL WITH CITY OFFICIALS FOR PROPS TY CORNER TYPE 1 INSTALL TEMPORARY APPROVAL. w 0°0�0 C/1 RIM=400.13 3. CONTRACTOR TO PROVIDE ADDITIONAL SEDIMENT CONTROL IE 18" ADS=393.66 + A-11 00 PROTECTION AS REQUIRED BY CITY AND TO KEEP SURROUNDING PROTECT EXISTING FROM IE=391.85 (12" N, E)TREES AROUND POND DURING AREA CLEAN OF DIRT AND DEBRIS. O z m W DAMAGE 4. THE CONTRACTOR IS RESPONSIBLE FOR SITE CONDITIONS INCLUDING W W W DUST CONTROL CONTINUALLY AND NOT LIMITED TO NORMAL WORKING fY BY CITY OF RENTON. HOURS. DUST CONTROL CAN INCLUDE WATERING OF ONSITE SOILS. REFER TO SITE SWPPP. om W W Y 5. TEMPORARY SEED MIX SPECIFICATIONS ARE SHOWN ON SHEET C23. I I i i x x O U 00 Q0 00 n 0 CD a U V) 12 n 0 0 CN Q) E a 0 w 0 v N i U) 0 i 0 N 1-1 1n O 0 0 N i a� i� NOTES: 1. ALL BUILDINGS AND UTILITIES TO BE REMOVED OR DEMOLISHED WITHIN PROJECT CLEARING LIMITS UNLESS OTHERWISE NOTED ON PLANS. COORDINATE W/UTILITY PURVEYORS FOR CAPPING UTILITIES AT THE PROPERTY LINE. 2. STRAW WATTLES OR DAMS MAY BE USED IN LIEU OF ROCK CHECK DAMS AS LONG AS SEDIMENT TRANSPORT IS BEING MITIGATED. 3. CONTOURS SHOWN ARE TO FINISHED GRADE. 4. IF ANY WELLS OR SEPTIC SYSTEMS ARE FOUND ONSITE THEY SHALL BE REMOVED OR DECOMMISSIONED PER HEALTH DEPARTMENT REQUIREMENTS. DEMOLITION NOTES: 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY PRECONSTRUCTION MEETINGS HELD, PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES IN WORK AREA PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 3. CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS ALONG THE PERIMETER OF THE WORK AREA. ANY DAMAGED IMPROVEMENTS SHALL BE REPAIRED/REPLACED AT CONTRACTOR'S EXPENSE. 4. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE SAWCUTTING, CURB AND PAVEMENT REMOVAL, OR REMOVAL OF EXCAVATION MATERIAL. LEGEND SILT FENCE CLEARING LIMITS DIRECTIONAL FLOW TEMPORARY ----------- I V' ----------'V' DITCH TEMPORARY o� CONSTRUCTION ENTRANCE 0 0 0 0 0 o � ROCK CHECK DAM \ INLET PROTECTION 11 TREE TO BE REMOVED 010"COT ASPHALT TO BE REMOVED EX. CURB TO BE REMOVED - - - - - - - - -- e d a CONCRETE TO BE REMOVED " a- SAWCUT LINE - - - - - - - - - - CONSTRUCTION SEQUENCE TEMPORARY EROSION CONTROL AND SEDIMENTATION PLAN TEL. VAULT POWER POLE ao^o a°'b W/UNDERGROUND t t ABOVE GROUNDx LIGHT J -BOX IE 18" CNC=394.58 NGPA POWER CABINET TEL. J -BOX TEL. RISER \ ' °�. 4 t(UGl SDMH-I WETLAND SIGN I(U�) T �• -' LUMINAIRE CABLE VAULT --g0 397. �1. _ T(UG) -� T 396.98 �b o°� 396.8 S�^ 397.32 0° �6' - - - - - (�__::316 41 - - - ruc LIGHT J -BOX CABLE VAULT t - - ° °IDEWALK see (-z - �? V�AY II _ - - - r( _i(U6)- - - - c 39751-- ___+"1______'i°j6 '6A� ,-�( - - == - ----------------------+-- ----------396._1 0 SD ^0e STREE� LIGHT 397.01 -396.8------- --_ ��sD SD b0 CU -Rb -DROP----- -- ------ =� ____-_-_-----------} i=------------- � � SD x ----------- 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY W JX °o° titi ° ��L I- \_________________________________ - --J-9 -: 396.50 0 396.01 'GUTTER ' �° + ° 396.14 °` b� VERTICAL C VRB ° �� W ----- RENTON OFFICIALS. ^�° ,o - W ti w 396.44 6 h 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC S ° °� �o r---- W SUPERVISOR. \ - - - _ tii SINS LE WHITE STRIPE SS - 1 1 CB -H W 3 INSTALL FLAGS FOR THE CLEARING AND GRADING LIMITS FOR °^� ?1 < S 'S� I _SS - - SS "' P SDMH-G 397 9 �9° SILT FENCE ,0�0 39 - - --�g?1 4 POWER P0_r �TTE� -* 1 a b o 39 39 _ ° __--- -0 -69 ---_-} } _ tl�/ .y�i 398. _ _ � W+�;o8-34 � Ai 399.18 -- e 99.34 �+ I N.E.S 377.Itl� �• `7. PROJECT AS SHOWN. CONTACT THE CITY FOR INSPECTION AND �" DOUBLE YELLO STRIPE 0° I N a �S SS MH SS o°. boo' ��� ;N4TH STREET SSMH-B �� 00 N85'45'34"W - - APPROVAL PRIOR TO CLEARING AND GRADING ADDITIONAL LIMITS. �� ° TEL. MH W/C + 6 "' 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. ° °� DOUBLE YELLOW STIR E TO REMAIN. a6 °$ I °° =62M o, W o a ti 79' FOUND ;,3"BRASS e SSMH-Coo. W `� ADJUST RIM ELEV °° 09 ' ' o a ,a0 SURFACE MON. a0 a + bb0 0 5. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN. INSTALL C, �` o - °� �� PO R P a o. ADDITIONAL FENCE AS NECESSARY. _ *'_o G o` MAILBOX °° POLI; TO MATCH FINISH 15 obo b°o - �,, - rn - - - - (TO BE REMOVED TO BE RELOCATED GRADE. REPLACE °° ' ' TYP.) o°�^ -(WGES # °° b° ` 6. INSTALL INLET PROTECTION ON EXISTING CATCH BASINS. INLET g v ( ) - G FOUND 3" BRASS 6b . ° 0§ U m 6 AND REPLACED) g -q LID W/NON-SKID - - PER �IL SdT C24 G G °0 a. PROTECTION SHALL BE INSTALLED ON NEWLY CONSTRUCTED ~�^ o b�C I I ( POWER POLE- _ _ CE MON. = G �� a 6. 396. IF NECESSARY rC®-D I -�� - - - EX SDMH TO R6AIN- --} CATCH BASINS AS WELL, THROUGHOUT THE CONSTRUCTION - 0 0 W LUMINAIR Lo WCCS oo. �° _ ___ LK_ ° ° (T0 BE REPLACED) o` / P�OTECT FROM DAMAGE �= + PROCESS. - �oh - ------°' -� E " ye (TO BE 6 D) °°0 (N 1/4 COR) - - \ +- - '�-___-� -- 5=-B �i°t= 0 395.85 ^��+ (V 398.41 7. CONSTRUCT STORMWATER DENTITION POND. FENCE TO BE ° ° ' `� -+ -- ° _ ' 398.93 �. v �0• 6 PROVIDED AROUND POND DURING CONSTRUCTION. * ° �3�s )s �s' OH ° ° +� _ _ , ° , @ 0' _39 22___ 399, _ ____ `a4 YA O 395.11 i 395.58) - � - - &-�-- - 35 M�I 395.56, 6� w-- - A BOX ° -�� -- -__ __----=t-$,, (UG 8. GRADE AND STABILIZE MAIN ACCESS ROAD. +(SER POLE u°�'�° ° _ �, �° 0 399.41 ) SPEED SIGN CB -B s5s +_,______ oh' = 6�'EX`f1jUp OCATE a - .� �o b •ti 9. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF W-UMINAIRE h a a 395164 MS B. -'S$$'b2 59 E 230.07 l (TO BE REMOVED AND WATER METER I o + °�e +�°^ r�0i- - 039912 ® 2 3 e bo o0 RENTON ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL I ( g° ' / ° ° r L'OT I + �' - - LIGHT 6 y. +r + o 1 REPLACED AS W/CB GRATE .�o °o I a I yb b + ° + °TEL 399.0 aoo.1 aoo.z c FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. * ° h TOB STREET LIG T b6 TO REMAIN, PROTECT' v ° °° e ° I ti ( / ti oo. o o' NECESSARY FOR WATER ( �o ° GA �° �® I b o. RISER- 400.2 ,o 10. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM FROM DAMAGE ��o ° ° I - - -'- -, �° RE D)_ GN . * \°�' _39818 W,(BOX _a Sys.�3 MAIN CONSTRUCTION) ) °�° o O ° I I - - - - - - (TO BE �ti \ boo + 4 - SEDIMENT DEPOSITION. 398.70 398 ° °°° ° I" I I EX. WATER METER TO BE 1 I_ _ - I / / RELOCATED) 0 4 $ ° CONTROL W 11. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. WATER METERS . <' °°$�p COT I REMOVED AND LINE TO BE , ILOT jLIGHT o6T / CABINET CB -M Z 12. EROSION CONTROL MEASURES MUST BE IN PLACE AND IN GOOD &VALVE I 0°�: ; I ° I I CAPPED PER CITY OF I a. I I I(TO IBE Z- b 10"4T b�. FOUND 5X8" RS A$' & CAP, I °° °o o T I 1 I RENTON REOUIRMENTS. I d t- - kyOV b 7"COT WOOD FENCE J REPAIR PRIOR TO ANY ADDITIONAL CLEARING, GRADING OR °°° �_� ° CONSTRUCTION. STAMPED "WING LS #11926* 1 I°°(° ° C �° + b r a I I I/ CL I o °° °° ____ -1=---�- -��- �. A PALT II :..... 13. MAINTAIN AND/OR COMPLETE TEMPORARY SEDIMENT AND EROSION ° moo0. :: � 10 °� - - 1 + T �+ AND B� TO 6.1E 1�" CNC=392.84 Q CONTROL POND. I------=-5� u .:.:. o� °o C° I I BE M D II */ _I EXISTING 395.12 I ® EX. ASHPALT ,0° A) STABILIZE THE POND WITH TEMPORARY SEEDING OR I o..' 6,� BLDG 6b`'" 8.58 AND CURB TO r•r • I 26'CO PERMANENT PLANTING DEPENDING ON THE TIME/SEASON OF _ °b o b ' . :'. • r ' :.I II II I MPORARY SILT FENCE LI- �394.61 g ° °o 0�� BE REMOVED �. >•_•::: •,•.••,. '„,�;..:: ..: :�.•: II W' COMPLETION. INSTALL PERMANENT PLANTING AS SOON AS THE, q �0 EX. CONCRETE:. ::`;.:: �;;-�,: I I * I(PER DETAIL SHT C23) TEMPORARY CONSTRUCTION E ANC I WATER + �. I a h WEATHER ALLOWS IT. I b� I o ° °° °° ° ® TO BE (PER DETAIL SHT C23) - ° o I II T % 1 - REMOVED% ::'°•.:'.:, : " ;,' j * II J 1 14. INSTALL INTERCEPTOR DITCHES WHERE SHOWN, ADJUST AS 394.49 I I NECESSARY DURING CONSTRUCTION TO MAINTAIN POSITIVE I ° ° l ~' I 10"C T o ° �� o 19"COT I �q . ~ :,•� DRAINAGE TO THE POND. ti ab° o..• I �° EX CB EXISTING ti ^ ° :.. $ j JUTE MESH MAY fib. + o ° h ; :..`.:• r '. ~ o b�. 14. AMEND E.S.C. FACILITIES AS REQUIRED. TYPE 1 BLDG I$ °til•. • :• x • , • : ••' • ' �� 7"+12" I I PROTECT EXISTING TREES FROM DAMAGE BE REQUIRED +�° �° ,...', : :" ti� .. "•:•. :. y I I COT RIM=395.13 o I 10"COT r•�� •_ = ... ' ::.,:�°� •:; 15. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES TO STABILIZE IE=392.28 12" S I 6 y ( ) * AAO 395.40 SLOPES - - - -I I Tt °'� M ��+� PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE r' r J I ',. ° .'.: •i:� + FOUND 5/8" REBAR & CAP 0°° 6 EXTRUDED FOB I TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF STAMPED "EWING LS #11926" I / e _^ � _ _ o- "' �." 0� L s s I FOUND 5/8" REBAR I a 0 ° SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD 0 b - - - - - ° - °° 6" �OT & CAP STAMPED o° ,°,�,'' 0.1'±E X 0.1'±S OF I °�. �- - - - - - -+� SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. "EWING LS #11926" PROPERTY CORNER ��, ,pry � � a ++ + I I I ti LOT LIGHT + 16. ALL DISTURBED AREAS WHICH HAVE BEEN EFFECTED BY ° . 3` 16 395.09 II _ _ _/o� l ,y ,y , " 395.26 11.90 I ,�° +�� I I I ,5"G(bTy, GRADING OPERATION SHALL BE HYDROSEEDED OR COVERED EXISTING b`v 88'02 59 W 100.03'°5 b0' 061 67 6`'• li +'II + ° + �a UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE BUILDING * - r_ ° I + �I I I I WETLAND "Z" I I I I f WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CLEARING LIMITS CONTROL NOTES SHEET C23. I + / a a I I IE 12" ADS=394.35 6 1 i -- a n r` `� v I l Z-4 r1 17. CONSTRUCT UTILITIES PER APPROVED PLANS / // +�° - r'r- �� �_90 I I /07" OT + I I 18. CONSTRUCT BUILDING AND SITE IMPROVEMENTS a� / 0 ' - - - - - - \,`_ _ 1' ^' "' '` I I / / 6"110"COT +y ap �+ ,'�,;-----�: ��. ,:.:.:�98''` n I m: W 19. FINE GRADE SITE AND PAVE // `� / / \ °' I / I 7"COT turn � ///%y //>`9, � �,` "- ° I Mi ^) / / / %�, "'� / 15"COT 20. CLEAN UTILITIES AS REQUIRED /^� / / 3 I +'� r- + I I / 21. INSTALL LANDSCAPING AND LIGHTING•'..96 ' ► I I 0 I / �M, I�� I I b +°° °°�"COT 6° fu COT STORMWATER DETENTION POND TEMPORARY'V DITCH + a 22. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF MIN TOP OF POND = 399.0 I/ * ' ' �I�r +0° '7" , I + ao ]\ 39 '- �. � W/ROCK CHECK DAMS EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND MAX WS - 397.8 o IIII ��;.:.r4:t , o° n �,- I I I co PER DTL SHT C23 0 I 6"COT ��"C T PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND TESC MAX W.S.=397.75 (n I "' `j ":;' I III I rn ( ° ) ti 04 TOP OF SEDIMENT STORAGE = 394.25 I I I I ao - - + * * COT FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO I 1 a::. I I I I I I ,� + / �� �- I STORM DRAINAGE SYSTEM. TEMPORARY EROSION & POND BOTTOM = 393.0 `: 0 + I I Iv VIII 6. .-I °0 , a ,', ' ; ti ~ 7"COT SAVER DAM POND TO BE CONSTRUCTED AND USED IIIM VIII 1 * + SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLYAS A TEMPORARY SEDIMENT POND VIII IN PROTECTION Z 7"COT = I I I o UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY IM� I I II I I I N Ka,THROUGH CONSTRUCTION. '(TYP) OFFICIAL. 2I (PER DTL SHT C24)(L) �° o N78 "" C O CT o +23. COMPLETE INSPECTION/PUNCHLIST rn1 l TEMPORARY SEDIMENT RISER 1399- T (PER DETL SHT C21) m + P,b / y��'' \, 20' DRAINAGE EASEMENT SEE SHT C5 FOR PROPOSED :III /IIII \ + °°,/ +�a^ A-22 0° \ I AFN 8611251008 STORM IMPROVEMENTS �� i �i i # 399 9" l , A-20 6"COT HYDRANT M -_--_-_-_-_-_-_-_-_ W/BOLLARDS-------- --- 400 -__� SD 399.9 +'•� � °0e .yeo' 9' GOT 06 �a .zo i' "S88•06' 15"E D230.0 '/ 4'18 (DUPLICATE) \ \ I 6"COT WET SEASON CONTROL MEASURES �a GB N S88'06 15 E 100.03" EX DED; �t,RB, + ; 1 -+ IF SITE SOILS ARE EXPOSED FROM OCTOBER 1 TO APRIL 30 THE °°b0 v _ w °°�,0G6 I / �,' , ����' X16 _ S�� + SITE WILL BE SUBJECT TO WET SEASON REQUIREMENTS, INCLUDING: 1 A SEPARATE WET SEASON ESC PLAN SHALL BE SUBMITTED AND SDMH-R S6 / 11 11 I J_ / °w \ A-1 9"QOT _ A-18 8 OT APPROVED BY THE CITY BEFORE CONTINUING WORK. o0 W b o NCN °ry6 f'� SD SD -/. - - - b00 °0� + °° 913 b0 - 13"COT - - tPN��R +n° I `NP FOUND 5/8" RE AR &CAP EX. CATCH BASIN I EX. ASHPALT EXISTING BLDGAND CURB TO SDMH-P- ,,b° A_12 1,1 +`,° _ _ _ _ - STAMPED "EWING S #11926" + 0.1'±E X 0.1'±S OF TO REMAIN. N CN BE REMOVED �� BLOCK WALL ^ "'°� 0b 0 00 PROPS TY CORNER TYPE 1 INSTALL TEMPORARY 0°0�0 rJ� RIM=400.13 CONSTRUCTION FENCE IE 18" ADS=393.66 + A-11 00 PROTECT EXISTING FROM IE=391.85 (12" N, E)TREES AROUND POND DURING z m W DAMAGE CONSTRUCTION AS REQUIRED�v W W W W fY BY CITY OF RENTON. Y om W W Y o W W W W A-10 ''• I • u u r u C; SURVEYED- SCALE. DESIGNED- 1 "=30' KEH DRAWN. RDC/KEH ONE INCH CHECKED- AT FULL SCALE KEH IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED- SCALE ACCORDINGLY JGH VERTICAL; NAVD 1988 HORIZONTAL. NAD 1983/1991 DATUM CITY OF RENTON Plonning/Building/Public Works Dept. By: By: By: By: RECOMMENDED FOR APPROVAL Dote: Dote: Dote Dote QI-G t4 A(S m� �z n U 2 2�G CO Q- <7./A(G ENG�N�tG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES z LU O CO avo 0- LUC7qRT 0 W ~ � 2 n 9 5 Cl) Q Z Q W3:: o Q z W z�� W zz ra W F5 0 Q U3 O� GUY y�9 �Pc-3 ,i W A Sy/ or N Z 38950 p �4 �NAET�ENG\��, 6/11/2018 I Aaaress: 4815 NE 4TH AVE RENTON, WA TEMPORARY EROSION CONTROL AND SEDIMENTATION PLAN wing Ivo.: C4 of 25 AS BUILT S TORAGE ONE ON 4TH EXPANSION Permit NO. U15008468 4815 NE 4TH AVE PAGE: DRAWING W. ISHEET- OF: R-389604 cfl cfl � I� n n n o0 W o NCN CN CN CN N CN 00 00 (0 Lo Lo 00 00 al z m W W W W W W W fY Y om W W Y o W W W W Ln z w ME U� of z D 0 O W U7 > U w LJLLJ o cl� N z 0 w o o a V) w z LDU 10 o cn z M O o O W C2) U w_ Q U It LLJ W = U z w OJ of OU m W W 0 LLJW N Q O L� L,J ~ O Q ~ U 0' o O U m � 3 N o cr o d N o 0 o O d J NQ N t!, t!, 0_ > m W 0 a � of a z v in cfl I� oo rn o Project #: 12740 I Aaaress: 4815 NE 4TH AVE RENTON, WA TEMPORARY EROSION CONTROL AND SEDIMENTATION PLAN wing Ivo.: C4 of 25 AS BUILT S TORAGE ONE ON 4TH EXPANSION Permit NO. U15008468 4815 NE 4TH AVE PAGE: DRAWING W. ISHEET- OF: R-389604 Z 0 Z LU 00 00 0 0 U V) 0 N 0 N 00 E 0 0 0 I 0 N V) 0 0 N / 0 0 0 N i a� li 0 1 1 Ifi=30' 41 15 30 60 • below. mam-A Cal I before you dig. \\\\�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 8.3% MAX SLOPE RAMP 8.3 SLOPE nQ a ninir_ n1=T e II J V/•1LC. i — IQ nVnILViV IML IDEWALK FLUSH WITH ASPHALT r�1LOTANal1\r�7al!�1111ri\1■ .J' -MLC. I — I U nV RILV 11 IML GRADING DETAIL SCALE: 1"=10' HORIZONTAL GRADING PLAN a t �/0b s ��� 0°j �ry0 397.08 397.07 396.98 397.01 ��---397.06 0• y _ --- -_91 39_7. 4 --�°j- 0 0 0 347.68-- 397:44----397.24----- __-_+-----_ ��--- 9 397.01 396.8✓ --------------------- 0c, ----------- -------} 9 0 6• � w�OC� 6`•Lry ti �b ,... - ff��'' • .�. .. �.° ::...:d ,'.. .a �• jam• `•.4*'i1,�-a;', •S ••: A. 4. FIL _ 4, . moi. '.i �. .° '•'° °".. i' 'h. oi':' ..• e' � :� '. a.,o,`�'.: .'a.. �ti 39 . w9�a7 ''1�: .. . Fl -`-•--i w�-Geri` W--r7TTrlf-- IA/ STORMWATER DETENTION POND SEE SHT C9 FOR POND DETAILS NO. + �e SD+ 6 SD . SD I/ / / / i / / / / / / / / / `TOP OF BERM=399.0 REVISION SURVEYED: DESIGNED. KEH DRAIAft RDC/KEH CHECKED: KEH BY DATE APPR A -2O o - SCALE: 1 'l ONE NCH AT FULL SCALE F NOT ONE INCH SCALE ACCORDNOLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 397.14 / 16 I I I d I I� 397.61 I I�5 SEE SHT C9 FOR DETAILS CITY OF REN TON Planning/Building/Public Works Dept. (PER DETAIL SHEET C7) oo.6s BOTTOM ELEV= 397.5 TOP ELEV= 399.0 -SEE SHT C9 FOR DETAILS �j RAIN GARDEN SEE SHEET C9 FOR GRADING AND DETAILS. CONTRACTOR SHALL INSTALL WALL WITHOUT ENCROACHING ONTO NEIGHBORING PROPERTY. \,a0�9 MAX SLOPE ON EITHER SIDE OF SIDEWALK ON NE 4TH STREET WILL BE 4H:1V FOR AT LEAST 3 FEET NEAR THE SIDEWALK. Q-014 A(S m�- �z (7 U Z�G CO Q- <7 /Hl ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Z LU Z pp Q LLI U O C7 W ~ U Z Q L 3 W< W Z _ W Z W 08— < a: 800 — a: OQ C� GUY yU9 r3i WASy/ r� , O N Z 38950O/Sp �� �NAE��ENG\��, 6/11/2018 RECOMMENDED FOR APPROVAL By: Dote: By: Dote: By: Dote By: Dote Q-014 A(S m�- �z (7 U Z�G CO Q- <7 /Hl ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Z LU Z pp Q LLI U O C7 W ~ U Z Q L 3 W< W Z _ W Z W 08— < a: 800 — a: OQ C� GUY yU9 r3i WASy/ r� , O N Z 38950O/Sp �� �NAE��ENG\��, 6/11/2018 O t0 I� 00 O O Z Project #: 12740 Aaaress: 4815 NE 4TH AVE RENTON, WA GRADING PLAN wing NO.: C5 of 25 ASBUILT STORAGE ONE ON 4TH EXPANSION Permit NO. U15008468 4815 NE 4TH AVE PAGE: Mini No - ISHEET: OF: R-389605 W O 00000N 01 N 00 00 00 00 to to to } 2 2 W W W W W W W W ] Y Y Y Y Y Y Y Y WW Y W W W W N z W 2 W of 0r W W U LU F- 0 U, W NZ c� 0 LLJ CL, C) a F- w �o o Ln z U Z W O 1 C) O Ll U O U W Q w L, U Ll 3 V) U z Z w w O d J W( W Z w �_ N CL, � z � � W O Q U O L, O m 3 N 0 U CL, d N O O D p a � � V) V)� a 5 N g > m If Lil a a W� W W O t0 I� 00 O O Z Project #: 12740 Aaaress: 4815 NE 4TH AVE RENTON, WA GRADING PLAN wing NO.: C5 of 25 ASBUILT STORAGE ONE ON 4TH EXPANSION Permit NO. U15008468 4815 NE 4TH AVE PAGE: Mini No - ISHEET: OF: R-389605 15 30 60 • below. \O\� \\\\\\\\\\\\\\ before y• • • \\\\�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ O 00 Q0 00 n O a U V) Q rn 0 N Q) E 0 0 0 v r` N C) a / 0 N 1-1 U) CD0 0 N 0_ N i� ASBUILT UTILITY PLAN I J — -9U')— P(UG) r )— T(UG) T(UG) ii, — T(U� P(U� G) P/UG ffD°� 1M) - T(t - - - - - ------ - -- - - - - -------------- _ __ — — __ D SD — _ - -- -------1MC ------ SU —I- - — SD� SD -- _ u\ _______________________________________________________ — — __ __----------- <-_ __________ _ — __________-==--c==_= - W -------------------------- W _ EX. WATER METER TO REMAIN. T G � - - - -, W W W W W W W -_ yy —�' IN PROTECT FROM DAMAGE ---S-5 - - S Ql EX. CB'S TO REMAIN. i S s -s S SS- Ss - - PROTECT FROM DAMAGE G - ' DOMESTIC 15 - + _ - - TELEPHONE MANHOLE _ G _ IRRI 6T10 T RS G G c� R/M=394.44 - - - - G _ _ _ U 0r 12" D.I W P �l FH I - - - - - - — - - - L0 �0 12" D.I W- - N -- -- -- -=�k- 0 W -,_ - - - - OH)---------P(OH�==U=== 1140 M EX. FIRE HYDRANT I l 12 D.I W -- EX. POWER PROLE I II II I I UI I I I I , I , , I , I , NOTE: ANY FIELD CONFLICTS WITH EXISTING UNDERGROUND UTILITIES AND/OR IF THERE IS -------------- NOT ------------ NOT 5 FEET MINIMUM SEPARATION FROM UNDERGROUND UTILITIES, THEN THE PROPOSED WATER MAIN ON THE NE 4TH STREET FRONTAGE OF ADJACENT PARCEL 1523059112 WILL BE REQUIRED TO BE RELOCATED. EASEMENT FROM THE OWNER OF PARCEL 1523059112 MAY BE REQUIRED FOR THE WATER MAIN RELOCATION. NO. UTILITY CROSSING IE 6" SD=394.70 T/P 12" W=394.20 INSTALL ETHAFOAM PER DETAIL ON SHT-�.117� — J 11' UTILITY SEPERA' FH SD O N UTILITY CROSSING IE 15" SD=394.09 T/P 12" DI W=393.59 INSTALL ETHAFOAM PER N DETAIL ON SHT C17 V) N SD EX. 10" W W W W O -- - l SD ' SD SD j �s I� UTILITY CROSSING IE 12" SD=393.80 TP 12" DI W=393.45 INSTALL ETHAFOAM PER DETAIL ON SHT C17 .3 0 CB N 6" SS UTILITY CROSSING TP 6" SS=388.83 IE 12" DI W=391.50 -- S S SPRINKLER ROOM-/ DS GAS METER DRDS TRANSFORMER — W (UG) AND FDC �I /I POWER METER I 0 (2) POWER CONDUITS UTILITY CROSSING , TP 12" SID 392.5± I a IE 12" SD=394.55 F (2) POWER CONDUITS I I ° ----------- UTILITY UTILITY CROSSING TP 12" SD=392.65 IE 12" SD=393.90 INSTALL ETHAFOAM PER DETAIL ON SHT IC17 1 O 00 hill 1fK6]0&-KZm IE 18" SD=393.00± TP 12" DI W=392.50± INSTALL ETHAFOAM PER DETAIL ON SHT C17 I I I (D / / / / / / U� z O U� LJ QI-G t4 A(jS �z o n U 2 2�G CO Q- <7/NG ENG�N�tG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES O LU avo 0- LUchqqT W ~ � C:) in 9 F- (-) Cl) Q z Q W 3:: O Q z W Z<� W 0 0 Q VJ O� GUY y�9 'PC�I)i WASy/ A, � r N Z 38950 p �4 S 00 A/ M 6/11/2018 RECOMMENDED FOR APPROVAL By: Dote: By: Dote: By: Dote By: Dote U� z O U� LJ QI-G t4 A(jS �z o n U 2 2�G CO Q- <7/NG ENG�N�tG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES O LU avo 0- LUchqqT W ~ � C:) in 9 F- (-) Cl) Q z Q W 3:: O Q z W Z<� W 0 0 Q VJ O� GUY y�9 'PC�I)i WASy/ A, � r N Z 38950 p �4 S 00 A/ M 6/11/2018 z to I� 00 �11TT::. Project #: 12740 Aaaress: 4815 NE 4TH AVE RENTON, WA UTILITY PLAN wing Ivo.: C6 of 25 SURVEYED. SCALE. LAIL, DESIGNED- 1 "=30' HORIZONTAL. NAD 1 VERTICAL, "AVD 19�83/1991 CITY OF AS BUILT S TORAGE ONE ON 4TH EXPANSION 9 'I � KEH RENTON N A�= Permit NO. U15008468 PAGE: 01' DRAW � RDC/KEH oNE ,NC„ DATUM DRAIIIING W. CHECKEDKEH Ai FULL SCALE Plonning/Building/Public Works Dept. IF NOT INCH REVISION BY DATE APPR APPROVED -SCALE ACCORDINGLY SHEET- OF: JGH 4815 NE 4TH AVE W-389601 S-389601 R-389606 LJ o o N 0 C4 0 C4 0 C4 0 C4 0 C4 N 00 Lr) 00 CN 00 00 Lr t\0 t\0 t\0 W W LLJ Y W W W W W Y Y Y Y Y Y Y j m W W W Y w w w Y Y 0_ Y `1 `1 `1 Ln Z W ME LJ 0_' 0 w o- U W H O N z W W o- z o o U Ln w Z O W U m O L-1 w Q U W z w O J o a - Z Q W 0_' Z OO U m L� 3 N m 0' D d L) O o o0 0- J U Q N Ln Ln 0 > m W W >- W W W W of Q z to I� 00 �11TT::. Project #: 12740 Aaaress: 4815 NE 4TH AVE RENTON, WA UTILITY PLAN wing Ivo.: C6 of 25 SURVEYED. SCALE. LAIL, DESIGNED- 1 "=30' HORIZONTAL. NAD 1 VERTICAL, "AVD 19�83/1991 CITY OF AS BUILT S TORAGE ONE ON 4TH EXPANSION 9 'I � KEH RENTON N A�= Permit NO. U15008468 PAGE: 01' DRAW � RDC/KEH oNE ,NC„ DATUM DRAIIIING W. CHECKEDKEH Ai FULL SCALE Plonning/Building/Public Works Dept. IF NOT INCH REVISION BY DATE APPR APPROVED -SCALE ACCORDINGLY SHEET- OF: JGH 4815 NE 4TH AVE W-389601 S-389601 R-389606 w Q Z F_ U W O a LU Q O ���^ v! J LU U) z O z LU rr I1) 00 00 00 0 Q) 0 -) Cn Q Q0 (7) 0 a; E a 0 Cn I 0 v N i U) 0 i 0 N 0 O 0 N i N i� 15 30 60 • below. Cal I before you dig. CATCH BASIN TABLE CB# 1, TYPE 2-48" W/BIRD CAGE EMERGENCY OVERFLOW STRUCTURE RIM = 396.6e396.96 IE=3 (12" NE',394.16 IE=999,92z (12" SE)394.11 CB#2, TYPE 1, W/STANDARD GRATE RIM = 398-18- 397.91 IE=394.64 (12" S) 394.66 IE=44,-64 (6" E) ,395.16 /E=394.86 (4 " W) CB#3, TYPE 2-48" W/STANDARD GRATE RIM = 398-18398.22 IE=394:15 (12" N) 394.17 IE=394-15 (12" S) 394.42 IE=zn� (6" E) 395.57 IE=394.1 5 (15" W) 394.17 /E=395.02 (4- W) CB#4, TYPE 1, WBEEHIVE GRATE RIM = 398:-69396.67 I E =394.68 (12" N) 392.77 CB#5, TYPE 2-54" CONTROL STRUCTURE W/SOLID LOCKING LID PER DETAIL SHT el-87C21I RIM = X9399.62 IE=394.25 (12" NW) ,394.02 IE=394.22 (12" SW) ,394.02 CB#6, MODULAR WETLAND PER DETAIL SHT C18 RIM = 499-59399.81 IE=394-9 (12" NE) 394.19 IE=49�.96 (12" SW) 394.05 CB#7, TYPE 1, W/STANDARD GRATE RIM = z�63398.40 I E =394.46 (12" N)394.50 IE=z°� (12" S),394601 E=394.46 (12" E) 394.55 CB#8, TYPE 1, W/BEEHIVE GRATE RIM = 393-90 397.84 E =39 4-36 (12" W)394.64 CB#D, TYPE 1, W/STANDARD GRATE RIM = 39F-9 qI 396.10 E=49§4; (8" E) 121=394 20 IE=Z^�8" W) 121=394.40 -/E=394.47 (8" SJ SDCO#1, RIM = 399,49399.29 IE=395.05 (6" S) SDCO#2, RIM = zn�.399..30 IE=394.80 (6" N) IE=394.80 (6" W) SDCO#3, RIM = :399.28 IE=394.32 (6" W) C81A EX. CS W/SOL/D L/D R/M=397.29 /E=393.74 (12" D./. W) /E=393.64 (12" D./. E) /E=394.94 (8" CMP 5) C81D1, TYPE 1 W/STANDA RD GRA TE R/M=396.02 /E=394.47 (8" D./. N) PROJECT SUMMARY PROPERTY AREA=79,715 SF PROPOSED IMPERVIOUS AREA=34,487 SF (43.3%) 40% OF IMPERVIOUS SITE AREA TO BE TREATED WITH FLOW CONTROL BMP = 13,795 SF ROOF TO RAIN GARDEN= 11,105 SF GRASS MODULAR GRID PAVEMENT=2,690 SF TOTAL AREA TO BMP'S= 13,795 SF DETENTION POND SUMMARY TABLE STORM STAGE ELEV LIVE STORAGE VOLUME CF RE 'D PROVIDED ASBUILT 100 YR 397.76 17,066 21,142 25 YR 397.64 16,370 20,258 10 YR 1 397.50 115,552 19,227 2 YR 1 396.43 19,926 12,018 �01z[3101L461%z111*7►AI*--I �1 CONNECT TO FOOTING DRAIN 21 CONNECT TO ROOF DRAIN. COORDINATE WITH ARCHITECTURAL PLANS. F3 4" PVC SDR -35 SD @ 0.5% MIN CONNECT TO PERVIOUS ASPHALT PAVEMENT UNDERDRAIN TO NEAREST CATCH BASIN. 41 ROTATE THE LID OF SDMH-E TO FIT WITH PROPOSED CURB LINE AND COORDINATE WITH INSPECTOR AND ENGINEER TO MAKE THE CURB IN LINE (AS MUCH AS POSSIBLE) WITH THE ADJACENT PROPOSED CURB ASBUILT STORM DRAINAGE PLAN TEL. VAULT POWER POLE W/UNDERGROUND ABOVE GROUND LIGHT J -BOX NGPA IE 18" CNC=394.58 SILT FENCE FOP SIGN , POWER CABINET TEL. J -BOX B -S h" t(UG) J SDMH-I WETLAND SIGN TEL. RISER - - - - - --T(UG) _` - s T LUMINAIRE CABLE VAULT - __7 - - - - *c1 CABLE VAULT SDMH-G r - - - ^� rlu� - r� scu _L===== P(U� - - �T - - --===-------------- I - (--- _ -_- - - - -__- PUG Tfve) T(H8j so STREET LIGHT ( �( ------------------------------------- - --_- ---- SD � SD � \ _ so JBOX r- --CURB-DROP =_______________________________ - - � W JBOX --�--- -----------------------_-_=====__===__________________-- - - - 6" VERTICAL CURB & GUTTER'S POWER PO -TE ----- - w --------------- ------------ �� __ _ _____________ W W W V� W -F __ -----_-_-- ------------`-'- __ SS - - - -s-5- - _ Ss _�ti, SINGLE WHITE STRIPE SS CB -H W ``' W w n -7 ,n SS �S-S SS SSSS MH v� DOUBLE YELLO STRIPE ' V.E. 4TH STREET " SS a , �S SS Ss SSMH-B �� of TEL. MH W/CbV+OO , ,SEE SHEET C14 FOR ROA FOU "BRASS C� SSMH-C DOUBLE YELLOW STLu- Lz.IR E G o N a 0� 3 8.12 SURFACE MON. _ _ G G MAILBOX POL ' 1539 - + / v g - - - G_ S - G _ G I G FOUND 3" BRASS S #6138 U 00 �� CB- J 12 D /. SD - 3 I 4. G G SDMH W R/SER W - o CMD 497 L 8� D./. ®O.D%- - POWER SOLE _0 - _ _ - C� MON. _ _ _ R/M=397.45 CHID W/LUMINAIRE O WCCS #2822- - G - �2 E----�1U�) -SLK Pl (N 1/4 COR) I 12"W FULL OF WATER) - - - -N - __--- E B _ - 18" VERT CMP TOP=395.30OH GAJ -JL SCOTT ) OH' _ , a. W 35 M&I ` SIGN OWER POLE W i - -- _ - 59 97.5 - (UG) ME SN LIGHTS SPEED SIGN W/LUMINAIRE CB -B _______, 1 9 - _\ - - __ r 4_ - WATER METER 0 J GROUND) I ( W/CB GRATE / I// I ss. �s6.77 IRO TEL STREET LIG T / S GN -- \ RISER w� BOX q� \ Z-1 CONTROL WATER & METEVALVE I I - -398f I F=399.5 FF=397.7 I / Z- CABINET CB -M Z I I FOUND 5,Y8" REBAR & CApI q5 SDCO WOOD FENCE J • I 1' STAMPED "WING LS #11926 R/M=398.65 as 43 I NIE 1 CHC=392.84 - J `------------'� %' � / 20 LF 6" CPEP 39x.65 / 8DCOi1 1 SD Q 0.5% MIN i EXISTING , ® _ �, I W BLDG I i I FOOTING DRAINS SHALL BE I SDCO I INSTALLED AS NOTED IN THE R/M=398.63 I EMERGENCY ACCESS GEOTECHNICAL REPORT 98.63 6" PVC SDR -35 SD i I ® D GRASSED LAR 690 SF ID PAVEMENT BMP Q 0.5% - I 9.18 FOR WALL DRAINAGE 49 LF 6" CPEP SD (s� 0.51 % I I 11 ' 32 LF 6 CPEP SD Q 0.51% I I EX CB I EXISTING TYPE 1 BLDG h C 2 49 LF 6" CPEP I 84 LF 6" PERFORATED SD Q 0.00% RIM=395.13 I 9791 n SD @ 0.5% MIN IE=392.28 (12" S) - =JI II .30L SDCO I I W I I I - q II FOUND 5/8' REBAR &CAP R/M=398.62 398.62 I I FOUND 5/8" REBAR I STAMPED "EWING LS #11926" I N 'DS 1'±E X 0.1'±S OF CB#7 . I 19 LF 6 & CAP STAMPED oPROPERTY CORNER I ^ 39748 " CPEP CBS I "EWING LS #11926" ,� I I IE=3{x9.90 SD Q 0.5% MIN I I EXISTING I I PROPOSED BLDG I I I BUILDING II I FF I =399 2 WETLAND "Z" I I I _ .03 I .5 ' i DISCHARGE ROOF DRAIN ' 397. �� I / ,�3 6.9 ' 398.55 U - 9 LF 6" CPEP SD TO RAIN GARDEN I I I 39752 �� j IE 12" ADS=394.35 j ' 1 I^ / / \�I I - b @ 0.5% MIN IE=39�-56- I rn IE=3M.56' Z-4 393.841 `=' 17.84 397.51 I I SOCO i$ LF 12 ` QZP I i ' � •. R/M=398.64 ''W/RIPRAP PAD J SD Q"" 0. / V\ 93.20 T.' �;Ox / 3AY N1 I /' � / / ;:` _,; ; :-• ...- C 39709 32 LF 6" CPEP SD @ 0.544 STORMWATER DETENTION POND I / '' • - +397. S o,? ,;.: k� r 7.06 I.3� l (PRIVATE) / _ R/M=398. / I ` ' 39 , / SEE SHEET C8 FOR �/ r /� 392.88 I Q SEE SHEET C9 FOR DETAIL I/ i i M ' 1"`�`` S t��•. �, , �COt3 I RAIN GARDE 49 ( ) ) STORM PROFILES PERVIOUS PAVEMENT EQUALIZER PIPE I SEE SHEET C9 FOR DETAIL I III 1 ern' °`::. i I I I i i 99.7_ `� 26 LF 6" CPEP (SEE SHT C9) I SOCO 11 I I F I ✓ �- 1% I I 62 SD CO? 0 3MfN RIM= #9�J BEAVER DAM I PERVIOUS PAVEMENT +-7- LF 12" CPEP SD Q I I I I I I / z , , 3 LF 15 CPEP r EXISTING / x:::.:::;39.4.14 I I Z�5� I I _ SD @ $55°� 0.71%' 399 BUILDING I I i , IE -- "4 I I , I - - - - - DISCHARGE ROOF DRAIN L.J> I I I S C 0 40 LF 6' CPEP I / o I I I I W/RIPRAP PAD , 1 1, = 3 N I , 397.26- TO RAIN GARDEN c� I 'col I AND DEBRIS BARRIER I I I I , a SD @ 0.5% MIN I ,� IE=397.50 z I rnl I 62 I' ' I 1 a EQUALIZER PIPE I SDCO ' 1 o i IMI I I 399 �, , $ LF 12" CPEP I 6®15 SDCO (SEE SHT C9) i °' 98.31 RlM�� CO r, 5.85SD Q --- 759.E , ��C, RIM= 99 528 , /� 20 DRAINAGE EASEMENT rn ,I I , A-22 \ I AFN 8611251008 -8- LF 12' CPEP // I N 195.9 I Z 9 A-20 1 � ` sl + z /I / ���� / A-21 - HYDRANT _ ��------ 1F6 I----------- a W/BOLLARDS�/ y - - _ - -- - - _� _ -- % 399.77 C _ _ / v / AIN GARDE I - - - -- _ SD777 , SD / A_ 9 SEE SHEET C9 FOR DETAIL) NO. 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SCALE ACCORDINGLY JGH !11 ,r -17 LF 12" 39 PE -P SDS 0-0.51�� I 1 J _ 2„ Dote: " Dote: By: MODULAR By: Dote AIL r\ IF NF) 10 W o IE = 3996 12" SW).3 4.05 0 0 LO Ln UQ l- 00 0)0) ^O (9 0) r7 K0y n r� O 0) 0) �O M 0) 000 r\ M N M 0) Cn 0') M O Cn C ! Cn Cy 0') M 0+50 1+00 2+00 405 395 385 3+00 N0. 0 0 Know what's below. Call before you dig. X11 .,r 1�=30' 0 15 30 60 c_s#7 1 + 18 11 CB08 7CD. I� C) )3 N 17.84 +8 LF 12" CPEP SD Q 9.56% 0.50x 0+50 1+00 2+00 15 ER WALL 10 15 1n=30' I I� N N 1 EP D I C 0 15 30 60 SURVEYED. SCALE. 1 "=30 DESIGNED. KEH DRAWN. RDC/KEH ONE INCH CHECKED. AT FULL SCALE KEH IF NOT ONE INCH REVISION BY DATE AP P R APPRDVED. SCALE ACCORDINGLY JGH !11 ,r -17 LF 12" 39 PE -P SDS 0-0.51�� I 1 J 0+50 1+00 2+00 VERTICAL. NAVD 1988 HORIZONTAL. 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MH W/COM ADJUST LID TO MATCH10 FI P_ GRADE REPLACE W/TRAFFIC RATED LID AS REQUIRED. PER CITY OF RENTON DETAIL 104.4 SHEET C22 - G STA: 104+68.45 '(OH) 6' 11' LANE UJZ J W EX. ASPHALT PATCH PER CITY OF RENTON STD DETAIL 103 MIN 7" HMA OVER 6" CRUSHED ROCK OR MATCH EXISTING, WHICHEVER IS GREATER T(UG) — ---------- SS --------- I I I I I I I I I I I ASBUILT NE 4TH STREET IMPROVEMENT PLAN SAWCUT, REMOVE AND REPLACE EX. CONCRETE PAVEMENT IN-KIND AS NEEDED FOR UTILITY CONSTRUCTION. CONCRETE SHALL BE SAWCUT AT NEAREST JOINT AND THE ENTIRE CONCRETE PANEL SHALL BE REMOVED AND REPLACED. PAVEMENT RESTORATION SHALL BE PER CITY OF RENTON STANDARD RIGID PAVEMENT PATCHING AND RESTORATION DETAIL H033. SEE DETAIL ON SHT. C18 =mss — - — SS SS 1.5' ROW DEDICATION 42' ROW _ 11' LANE7.5' 5' BIKE 5• 5� � UTILITY LANE LANDSCAPE SIDEWALK EASEMENT 4' fE ASPHALT 0.5' I I 4H -.IV ' —III 3'Q 4:1 MAX NEW SIDEWALK SLOPE BEHIND I I- 2% MAX. SLOPE SIDEWALK NEW CURB AND GUTTER V-6" PER CITY OF RENTON STD DETAIL yASECTION A -A WATER MAIN NOT TO SCALE STA 104+68± TO 107+31± NO. .v w W W W W e WCB F T(UG)— + hh U + a^' W W W W+ ��6 hA A W W W W W °'�6�- W W W REVISION 901" / W W W W T(UG) —SS— 6� � �S---ss--- A107+00= EX. SURFACE SSMH-B �CN*UMENT/INTERSECTION W/PROPERTY SURVEYED. DESIGNED. KEH RDC/KEH CHECKED. KEH BY DATE APPR m-NNE�CH Q`o�l LINE N85.45'34"W 18.79' SS - / Qlo�l 107 398.12 FOUND 3" BRASS —� +0 ��6ryo SURFACE MON. - ®COR 1851 (WCCS #6138) CONTRACTOR TO COORDINATE FOUND 3" BRASS \ W/UTLITY FOR UNDERGROUND EX SURFACE MON. POWER. WCCS #2822 G N 1 /� COR) G G G ��66b \ .49 G+ — -CONTRACTOR TO INSTALL 8 INCH WIDE STA: 107OFF: 27+31+31.49 WHITE LANE LINE PER WSDOT STD — — — — — - TAPER _ END -FRONTAGE PLAN M-20.10-02 FROM STA 104+68 \ IMPROVEMENTS TO STA. 107+32 PER DETAIL SHEET o C25. 20' TAPER N \ 1 ± M 397.13± ME 397.28± ME b 397.94± ME 398.41 ,6. 397.59± MEN �l SDMH-E 397.45 398. 0± ME ffN,E ) - RIM= 39�.4� 397.19 FL IEpNOT bi T(UG) T(UG 12 W FULL OF 1so W.4T£RJ° 8.03 FL ------------ -SD 8" I/£RT/CAL CMP 397.83 FLC12) 7.4 TOP=395.303 .46 �' 39-------------- JW6 Ku / EX. PROPERTY LINE i I A eb TEL ROTATE THE LID OF ^�� \ RISER SDMH-E TO FIT WITH METRO �� I [PROPOSED CURB LINE AND SIGN �6 / ��66 COORDINATE WITH o 41. 6 398.18 INSPECTOR AND ENGINEER � � ��° +"' TO MAKE THE CURB IN LINE / +� / WOOD FENCE (AS MUCH AS POSSIBLE) WITH THE ADJACENT Z-1 �yti / +, PROPOSED CURB. + / ��b ��$�b IE 18NC=392 + / + + + �� / \ I Z/ 2 + b 006 � \ SCALE - 1 "=10' ONE NCH AT FULL SCALE F NOT ONE 1NCH SCALE ACCORDNGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. Q-014 A(S m�- �z (7U Z�G CO Q- <�/H� ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Zo W Z pp Q U O LLIc� W ~ FC) lqt Of Z =) OQzw W Z _ W Z ra W OQj1-m gU OQ co O� GUY y�9 ,j WASy/ Nt r •, o N Z 38950kk/p �� �NAE��ENG\��, 6/11/2018 RECOMMENDED FOR APPROVAL By: Dote: By: Dote: By: Dote By: Dote Q-014 A(S m�- �z (7U Z�G CO Q- <�/H� ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Zo W Z pp Q U O LLIc� W ~ FC) lqt Of Z =) OQzw W Z _ W Z ra W OQj1-m gU OQ co O� GUY y�9 ,j WASy/ Nt r •, o N Z 38950kk/p �� �NAE��ENG\��, 6/11/2018 Aaaress: 4815 NE 4TH AVE RENTON, WA NE 4TH ST IMPROVEMENT PLAN Drowing No.: C14of 25 AS BUILT S TORAG E ONE ON 4TH EXPANSION Permit NO. U15008468 4815 NE 4TH AVE PACE. oRANING NQ ISHEET: OF: R-389612 to N 01 N Do to Do LO LO � � 00 00 LO ILO z C} W W _ '-'-' W W W W W Li W W Y W W W W Y Y Y Y Y Y z W 2 UJ Z Or O O W > U W LTJ o N Z LLJ LLJ 0 W o a w Z 10 o U <n W Z o o LL•I C) O U O WLLJ Q U U z U w zW li Z w O _J w O d o Z w W �_ V) W Q ~ 7 O O m W L ~ 3 Q N p U D M CL Uaf N O O O p LL, � N g a > m m UJ a � CL � a 6 v to co r-, Do a)z Project #: 12740 Aaaress: 4815 NE 4TH AVE RENTON, WA NE 4TH ST IMPROVEMENT PLAN Drowing No.: C14of 25 AS BUILT S TORAG E ONE ON 4TH EXPANSION Permit NO. U15008468 4815 NE 4TH AVE PACE. oRANING NQ ISHEET: OF: R-389612 GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL BUILDING CODE AND/OR PLUMBING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. LLJ w 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER Q CONSTRUCTION IS IN PROGRESS. QI 6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF LLJ O O BACKFILLING ALL CONSTRUCTION. ft� IL 7. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE CONTACTED FOR ANY REQUIRED PRE -CONSTRUCTION MEETING(S). 8. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT a MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S w RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION. 9. PONDING OR "BIRDBATHS" EXCEEDING ONE-QUARTER INCH IN DEPTH SHALL NOT BE O ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. [� 10. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. w ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT -LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT SHALL BE WASTED ONSITE OR DISPOSED OF PER STATE STANDARDS. 13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. 14. OWNER SHALL PROVIDE PRIVATE OPERATIONS/MAINTENANCE AGREEMENT FOR NEW STORM SYSTEM FACILITIES. 15. CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL CONSTRUCTION STAKING BASED ON ELECTRONIC FILES PROVIDED BY BCE. I I I E x x O U oo co 00 0 0 U V) Q N 0 0 N \ ai E 0 0 7 CDCID v N 0 i 0 N 0 0 0 N i N LL END, GATE, OR CORNER POST BRACE POSTS LINE POST A3 BAR EACH CORNEF R3 BAR EACH SIDE N3 BAR EACH PRECAST BASE SECTION SITE CONSTRUCTION DETAILS FRAME AND VANED GRATE "�' `SII• ad S G OR 4T• ONE #a BAR HOOP FOR 6' HEIGHT TWO #3 BAR HOOPS FOR 1T HEIGHT RECTANGULAR ADJUSTMENT SECTION 73 BAR EACH CORNEF 1a" MIN #3 BAR HOOP PIPE ALLOWANCES STEPSOR EADdFR � - X a L� PIPE MATERIAL INSIDE BRACE RAIL -//#' TRUSS ROD DIAMETER TWISTED AND BARBED SELVAGE 1 ,. PLAIN CONCRETE BRACE POSTS LINE POST A3 BAR EACH CORNEF R3 BAR EACH SIDE N3 BAR EACH PRECAST BASE SECTION SITE CONSTRUCTION DETAILS FRAME AND VANED GRATE "�' `SII• ad S G OR 4T• ONE #a BAR HOOP FOR 6' HEIGHT TWO #3 BAR HOOPS FOR 1T HEIGHT RECTANGULAR ADJUSTMENT SECTION 73 BAR EACH CORNEF 1a" MIN #3 BAR HOOP PIPE ALLOWANCES STEPSOR EADdFR � - MAXIMUM PIPE MATERIAL INSIDE L DIAMETER REINFORCED OIt 1 ,. PLAIN CONCRETE 15" ALL METAL PIPE CP5SP* 12" {STD. sr rG. 05 201 4.51 SOLID WALL PVC AT {BTp, SPEG.9-06.12{111 T5. PROFILE WALL PVC 15" {STn. SPEC.9 05.12{21} 48" Yr CDRRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1, As acceptable aRemath+as to the rebar shown In the PRECAST BASE SECTION, fibers (placed according to the standard specifications),, or wire mesh having a minimum area of 6.12 square Inches per foot shat be used u+Ath the minimum required rebar shown In the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed In the knockouts. 2. The knoc;Loul dlameter ahal not be great$r than 20", Knockout$ Ool have a wall thickness 42" 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, 111 the gap with joint mortar In accordance with Standard Specification 9-04.3. 3. The maximum depth from [he finished grade to the lowest pipe invert shall be 51. A. The frame and grate must be Installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. Ali pickup hales shall he grouted full after the basin has been placed. S. AN grade rings and castings shall be set In nvirtar In aLcordance with Standard Speclilcatlon 9-04.3. SEE NATE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 STD, PLAN - 200,00 DEPARTMENT MARCH 2008 BLACK VINYL COATED CHAIN LINK FENCE - STORM FACILITY ONLY NOT TO SCALE FENCE GATE DETAIL - STORM FACILITY ONLY NOT TO SCALE PER WSDOT STANDARD PLAN L-20.10.02, TYPE 3 N0. POST -CHER BAR 19 REVISION CATCH BASIN FRAME AND VANED GRATE (DETAIL 209.001 O HANDHOLo gREGTANOULAR AWUSTMENT $ECTI4NABR CIRCULAR ADJUSTMENT SECTION w v TROUT. TYPFCAL (SEE NOTES) FLAT sLTOP 72!, RV OR i a MORTAR (TVP.) b STEPSOR EADdFR � - CATCH BASIN DIMENSIONS L - � 2 MORTAR FILLET REINFORCING STEEL (TYP.N N ki ,�. [3RAbELBAC NFQL FOR PPE Z077E BmpNG SEPARATE BABE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER � IWaca 1r ' GR4Y6L N1"p LL FOR a= PIPEZO E BEPO" SEPARATE BASE PRECAST NOTES t• N4 Steps are required when height is 4' Or less. 2. The bottom of the precast catch basin may be sloped to facilitate deaning. s. The rectangular frame and grate must be instaled with the flange down. The frame may be cast Into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" ma)amum. Provide a 1,5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Instaled. fill the gap with joint mortar Irt accoFdanco with Standard Spedticadon 9-04.3. F, Al d t1 r1 d ti hII b t l mor I rd wi h PIPE CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL RASE KNOGJLOUT THICKNESS THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE Int iL 10 EACH DIRECTION 33E7WEEN KNOCKOUTS SEPARATE RASE INTEGRAL BASF 46" 4" 6" 36• 8" 0.23 0.15 54- 4.51 8. AT 8" 119 0.19 BT 5" 8" 11 48" 8' 0.25 0.25 72' J 61 a" 60. �7' 0.$5 0.2d 42' 36' Ir 72- 12' 0.39 0.29 ss• R^ 9x aa- 1x• u.3s n.aa NOTES t• N4 Steps are required when height is 4' Or less. 2. The bottom of the precast catch basin may be sloped to facilitate deaning. s. The rectangular frame and grate must be instaled with the flange down. The frame may be cast Into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" ma)amum. Provide a 1,5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Instaled. fill the gap with joint mortar Irt accoFdanco with Standard Spedticadon 9-04.3. F, Al d t1 r1 d ti hII b t l mor I rd wi h gra a ngs, sera, an cos ngs s a e se n ma r n aCca ante t Standard Specification 9-04.3. (Btdmspec.Wd Ms02(1)) slum s"w"LQua{std.spsL.s�o5zod �J (sig. Spm. -05.12(2)) PUBWC WORKS CATCH BASIN TYPE 2 STD. FLAN - 201.00 `'t + DEPARTMENT MARCH 2008 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. FRAME AND VANED GRATE BASE SECTION SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Yz BOND. 5, ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH 14ONSHRINK GROUT 6- GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATERTIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 8. PICK /LIFTING HOLES ARE TO BE GROUTED WATERTIGHT. PUBLIC WORKS CATCH BASIN INSTAft-,L A`� f10H DEPARTMENT SURVEYED: DESIGNED: KEH DRAWN: RDC/KEH CHECKED: KEH BY DATE APPR APPROVED: JGH SCALE: NA STD. PLAN - 202,00 MARCH 2008 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM " REceSE D Not to Scale _ n LIFT POCKET SME tY 3/4" LETTERING--°SEW€R" 2' -LV' DIA Ell R - �EIt�R ;IrI� (2) BOLT SOC. L I , � 5,[8' - 11 X 1. � 5Tq�N�(ALLEN �HEAp)SS L -0� F. Pmt 1190981177 'i 11L2"C1►LT "B"5/1 12-1 III _ - y 2-1/4" BELTDI ETAIL 45' (1X8) BEND m 2'-0" L I �A l L^rF' N 8LE OAM rs I PPIPE MATERIAL ASPE�r BY T14E ENGINEER I 1. AN -D C.L AN- �I G ANI E RS�?NI SE R-MA(NS SHALL EE EAiT J�N I K5„ -t II�C. Net 36'98 (P DUCT NO. 0039 3) OR APPROVED�QUAL CLEAN OUT SHALL BE A WA TIPWT �SSEMBLY. 2. ( I UNIMPROVED-AREAS,POUR A V-0" [HICK 2�'0" SQUARE CONCRETE, CLASSI 3Q00, PAD AROUNp THE RING AND COVER, r PUBLIC WORKS DEPARTMENT - E�r STD. PLAN - 403.1 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIN 10° (TYP) SEE NOTE 1 HOOK CLAMPS (4) PLACES EVENLY SPACED SEE DETAIL BELOW �A PROVIDE MAINT. ACCESS BY WELDING (4) CROSS BARS AS SHOWN. HINGE UPPER ENDS W/ FLANGES/BOLTS & PROVIDE LOCKING MECHANISM (W/PADLOCK) ON LOWERole END. LOCATE LADDER STEPS DIRECTLY BELOW. A 3/4" DIA, SMOOTH BARS EQUALLY SPACED (4" O.C. MAX.) PLAN VIEW NO SCALE LOWER STEEL BAND 45° 3/4" THICK X 4" WIDE UPPER STEEL FORMED TO FIT IN BAND 3/4" X GROOVE OF C.B. 4" WIDE RISER 24" (SEE CB NOTE 1) / QI-G,HAU n U 2 2�G CO Q� ��7NG ENGtN�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Z W 0 CQ < 0M 0- LLJ co W ~ _ CO n/ CO Q Z Q W o Q Z W Z�� W 0 � Q 0(13 Q O� GUY y�9 WASy� Q r t� Z p 38950O/Sp �4 SNA E� � 6/11/2018 PIPE ALLOWANCES cfl CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER ALLSOLID rAICRETE METAL (;P -';$p (D WALL PVC© PROFILE WALL PVC0 46' 2d° 80• 24' 2r 90" 54' 30' 36" 30' 27' 36" 60' 36" 42" 38" 36' 42" 72" 42" 54" 42' 36' 48" 84" s9' 60" 54' 36' 4B" 96' 'Ir _= W W 96' da" gra a ngs, sera, an cos ngs s a e se n ma r n aCca ante t Standard Specification 9-04.3. (Btdmspec.Wd Ms02(1)) slum s"w"LQua{std.spsL.s�o5zod �J (sig. Spm. -05.12(2)) PUBWC WORKS CATCH BASIN TYPE 2 STD. FLAN - 201.00 `'t + DEPARTMENT MARCH 2008 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. FRAME AND VANED GRATE BASE SECTION SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Yz BOND. 5, ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH 14ONSHRINK GROUT 6- GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATERTIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 8. PICK /LIFTING HOLES ARE TO BE GROUTED WATERTIGHT. PUBLIC WORKS CATCH BASIN INSTAft-,L A`� f10H DEPARTMENT SURVEYED: DESIGNED: KEH DRAWN: RDC/KEH CHECKED: KEH BY DATE APPR APPROVED: JGH SCALE: NA STD. PLAN - 202,00 MARCH 2008 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM " REceSE D Not to Scale _ n LIFT POCKET SME tY 3/4" LETTERING--°SEW€R" 2' -LV' DIA Ell R - �EIt�R ;IrI� (2) BOLT SOC. L I , � 5,[8' - 11 X 1. � 5Tq�N�(ALLEN �HEAp)SS L -0� F. Pmt 1190981177 'i 11L2"C1►LT "B"5/1 12-1 III _ - y 2-1/4" BELTDI ETAIL 45' (1X8) BEND m 2'-0" L I �A l L^rF' N 8LE OAM rs I PPIPE MATERIAL ASPE�r BY T14E ENGINEER I 1. AN -D C.L AN- �I G ANI E RS�?NI SE R-MA(NS SHALL EE EAiT J�N I K5„ -t II�C. Net 36'98 (P DUCT NO. 0039 3) OR APPROVED�QUAL CLEAN OUT SHALL BE A WA TIPWT �SSEMBLY. 2. ( I UNIMPROVED-AREAS,POUR A V-0" [HICK 2�'0" SQUARE CONCRETE, CLASSI 3Q00, PAD AROUNp THE RING AND COVER, r PUBLIC WORKS DEPARTMENT - E�r STD. PLAN - 403.1 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIN 10° (TYP) SEE NOTE 1 HOOK CLAMPS (4) PLACES EVENLY SPACED SEE DETAIL BELOW �A PROVIDE MAINT. ACCESS BY WELDING (4) CROSS BARS AS SHOWN. HINGE UPPER ENDS W/ FLANGES/BOLTS & PROVIDE LOCKING MECHANISM (W/PADLOCK) ON LOWERole END. LOCATE LADDER STEPS DIRECTLY BELOW. A 3/4" DIA, SMOOTH BARS EQUALLY SPACED (4" O.C. MAX.) PLAN VIEW NO SCALE LOWER STEEL BAND 45° 3/4" THICK X 4" WIDE UPPER STEEL FORMED TO FIT IN BAND 3/4" X GROOVE OF C.B. 4" WIDE RISER 24" (SEE CB NOTE 1) / QI-G,HAU n U 2 2�G CO Q� ��7NG ENGtN�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Z W 0 CQ < 0M 0- LLJ co W ~ _ CO n/ CO Q Z Q W o Q Z W Z�� W 0 � Q 0(13 Q O� GUY y�9 WASy� Q r t� Z p 38950O/Sp �4 SNA E� � 6/11/2018 y. cfl cfl ^_ n n n n o0 z By: Date C15 of N CN CN CN CN C TY O AS BUILT S TORAGE ONE ON 4TH EXPANSION ION 0) N _ RENTON 00 LO 00 1.1 Planning/Building/Public Works Dept. 00 00 U LC L\D L\D Lo z cc _= W W w Y = W _ W _ W _ W _ W Cc Li w LJ LJ w w w w o TO UPPER & LOWER BANDS V) Z N z 0 (24 BARS EVENLY SPACED w ME w SMOOTH RISER VERTICAL BAND HOOK CLAMP ANCHORED - - TO C.B. RISER TYPE 2 CB SECTION A -A STD. GALV. DETAIL HOOK CLAMP STEPS NO SCALE NO SCALE NOTES: 1. DIMENSIONS ARE FOR INSTALLATION ON 48" DIA. L.B. FOR DIFFERENT DIA. C.B.'S. ADJUST DIMENSIONS TO MAINTAIN 45° ANGLE ON "VERTICAL" BARS AND 4" O.C. MAX. SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED TYPE 2 CATCH BASIN W/ BIRD CAGE DEBRIS BARRIER (48" C.B.) NOT TO SCALE RECOMMENDED FOR APPROVAL z oo o cn w U U Z U) 0 0 C o � U w Q U Li W 3 z w O J of Z w to w W z Q O Li O Q U 0 o m = � U) o d U N M C�� O 0 J NQ N - - a > m w a � � 0 af a 0 Z v LO Lfl oo Cn o Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA SITE B " Dote:CONSTRUCTION y. DETAILS By: Date: Drawing No.: z By: Date C15 of 25 By: Date 0 C TY O AS BUILT S TORAGE ONE ON 4TH EXPANSION ION o PAGE BOOK _ RENTON Permit N O . U15008468 1.1 Planning/Building/Public Works Dept. UD 4815 NE 4TH AVE SHEET GF: z 3/4" THICK X 4" WIDELLJ U LONG SMOOTH BARS WELDED LJ o TO UPPER & LOWER BANDS N z 0 (24 BARS EVENLY SPACED SEE NOTE 1.) 3W o a N SMOOTH RISER VERTICAL BAND HOOK CLAMP ANCHORED - - TO C.B. RISER TYPE 2 CB SECTION A -A STD. GALV. DETAIL HOOK CLAMP STEPS NO SCALE NO SCALE NOTES: 1. DIMENSIONS ARE FOR INSTALLATION ON 48" DIA. L.B. FOR DIFFERENT DIA. C.B.'S. ADJUST DIMENSIONS TO MAINTAIN 45° ANGLE ON "VERTICAL" BARS AND 4" O.C. MAX. SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED TYPE 2 CATCH BASIN W/ BIRD CAGE DEBRIS BARRIER (48" C.B.) NOT TO SCALE RECOMMENDED FOR APPROVAL z oo o cn w U U Z U) 0 0 C o � U w Q U Li W 3 z w O J of Z w to w W z Q O Li O Q U 0 o m = � U) o d U N M C�� O 0 J NQ N - - a > m w a � � 0 af a 0 Z v LO Lfl oo Cn o Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA SITE B " Dote:CONSTRUCTION R-389613 y. DETAILS By: Date: Drawing No.: By: Date C15 of 25 By: Date C TY O AS BUILT S TORAGE ONE ON 4TH EXPANSION ION DATE: PAGE BOOK _ RENTON Permit N O . U15008468 DRAWING NO: Planning/Building/Public Works Dept. 4815 NE 4TH AVE SHEET GF: R-389613 LLJ Q z U w 0 X X O U ry Do 00 0 0 U V) a N O 0 N E 0 0 0 0, 0 I O N V) 0 / O N 1-1 1n O O O N n N iT Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. A pre -construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. 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. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. Surface Water Standard Plan Notes CONSTRUCTION N 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. 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). WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/ BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN - 300.0 PUBLIC WORKSWATER PLAN GENERAL NOTES DEPARTMENT csx,�*-% MARCH 2010 SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH I ONE INCH DATUM CHECKED: AT FULL SCALE KEH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JGH Erosion Control Notes 1. These notes shall appear for all projects - site improvements, surface water utility, wastewater utility, water utility, and transportation plans: 2. Before any construction or development activity occurs, a pre -construction meeting must be held with the City of Renton, public works design engineer. 3. The Boundaries of the clearing limits and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged by survey tape or fencing in the field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observed during construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. 4. Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept clean and track out to road right of way does not occur for the duration of the project. 5. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or construction to prevent transportation of sediment to surface water, drainage systems and adjacent properties. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 6. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 7. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 8. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1St trough March 30th) or seven days during the dry season (April 1St tough September 30) shall be immediately stabilized with the approved ESC cover methods (e.g., seeding, mulching, plastic covering, etc.). 9. Wet season seasonal erosion and sediment control requirements apply to all construction sites clearing between October 1 and March 30 inclusive, unless otherwise approved by the City through an adjustment process. 10. Cover measures will be applied in conformance with Appendix D of the Surface Water Design Manual. 11. Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days. 12. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within 24 hours following a storm event. 13. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 14. During the time period of October 1St through March 30th, all project distributed soil areas greater, that are to be left un -worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 15. Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, the temporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. C TY OF RENTON Planning/Building/Public Works Dept, RECOMMENDED FOR APPROVAL By: Date: By: Date: (n Z O_ (n w Q-G,HA7 �S I �(G � <T�HQ ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Z W O� f��pp Q LLjU O co W ~ c) Z Q 3 O Q Z W Z Q W Z W 08,a) g U OQ rn O� GUY y�9 WASy/ o r t� Z 38950 p �� '`Ffs/0c/ST�RNG\�� NA l E 6/11/2018 o o C3 o 0 0 0 0 N 01 N 00 U-) 00 00 00� LO LO ID ID ID _ = 15: ] Y Y Y Y Y Y Y Y j W W Y W w w w N H- Z W M. W Or W W U w 0 w Nz c7 0 CL - It= o a � Z o 0 N w � Z U W M. W 0 o CD O LU w L, O 3 Z U Z Z > O w o a Z J w � N W F W Z X w F- O Q U 0 0 m 3 cin o Q o F_ U N O O O p a � N� g� 0 0 a M > m o a M x W Ct C a Project #: 12740 oaress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION NOTES wing No.: By: Date C16 of 25 By: Date DATE: AS BUILT S TORAG E ONE ON 4TH EXPANSION PenWt NO. U 15008468 FIELDBOOK: PAGE: DRAWING N0: 4815 NE 4TH AVE R-389614 W Q Z I- U W O IL I I I I OJ X X O U Of r) C.0 00 Q0 00 r7 O 0) O U V) Q N O 00 O N \ N E a� 0 0 I 0 v r` N U)U) 0 / 0 r, N 1-1 U) CD0 0 N O) L.L 291/4" m 0 L N U TOP NOTES 1 This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept 241/4" a 5/8" - 11 NC x 2" allen head cap screw. a Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. SECTION O RECESSED ALLEN HEAD CAP SCREW 718" 1/8" 5/8"- 11 NC x T 3/4" GRATE ISOMETRIC VIEW e FRAME m M 21/2" SECTION BOLT -DOWN DETAIL DETAIL O SEE NOTE TY STD. PLAN - 204.00 PUBLIC WORKS RECTANGULAR FRAME DEPARTMENT MARCH 2008 m z O.D.limits of pipe I. W (see note 4) O.D. compaction r 3' max. 3"' X. I limit of pipe zone i bedding 1' - 0" material o for flexible pipe (see note 6) M O.D. 0.15 O.D. min. limas of pipe compaction Q 0.65 O.D. min. foundation level gravel backfill grovel backfill for for pipe bedding foundations when specified ' A = 4" min. 27" I.D. and under 6" min., over 27' I.D. A. Metal and Concrete Pipe Bedding for Flexible Pipe an span span T max max max Flexible Pipe NOTES: 1. Provide uniform support under barrels. 1 0 2. Hand tamp under haunches. 3. Compact bedding material to 95% max. density; directly a over pipe, hand tamp only. •�2 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA imus of pipe specifications for trench width 'W' and trenching compaction 65 rise min. options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 z I.D. = 18". gravel backfill gravel backfill for 5. Trench backfill shall conform to "Backfilling Sewer for pipe bedding foundations when specified Trenches" in the sanitary Sewers Section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter B. Pipe - Arch Installation shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications for the material specifications. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be ® Backfill material placed in 0.5' loose layers and installed in accordance with design A. compacted to 95% maximum density. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. Method B or C compaction (WSDOT/APWA) 5. O.D. is equal to the outside diameter of a pipe or the standard specifications.) outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals 3'; at which point T shall be used. " T-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". Pipe Size Min. dist. between barrels BOLT -DOWN HOLE (TYP.) - 5/8" - 11 INC, SEE DETAIL & NOTE 2 O 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" U TOP NOTES 1 This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept 241/4" a 5/8" - 11 NC x 2" allen head cap screw. a Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. SECTION O RECESSED ALLEN HEAD CAP SCREW 718" 1/8" 5/8"- 11 NC x T 3/4" GRATE ISOMETRIC VIEW e FRAME m M 21/2" SECTION BOLT -DOWN DETAIL DETAIL O SEE NOTE TY STD. PLAN - 204.00 PUBLIC WORKS RECTANGULAR FRAME DEPARTMENT MARCH 2008 m z O.D.limits of pipe I. W (see note 4) O.D. compaction r 3' max. 3"' X. I limit of pipe zone i bedding 1' - 0" material o for flexible pipe (see note 6) M O.D. 0.15 O.D. min. limas of pipe compaction Q 0.65 O.D. min. foundation level gravel backfill grovel backfill for for pipe bedding foundations when specified ' A = 4" min. 27" I.D. and under 6" min., over 27' I.D. A. Metal and Concrete Pipe Bedding for Flexible Pipe an span span T max max max Flexible Pipe NOTES: 1. Provide uniform support under barrels. 1 0 2. Hand tamp under haunches. 3. Compact bedding material to 95% max. density; directly a over pipe, hand tamp only. •�2 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA imus of pipe specifications for trench width 'W' and trenching compaction 65 rise min. options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 z I.D. = 18". gravel backfill gravel backfill for 5. Trench backfill shall conform to "Backfilling Sewer for pipe bedding foundations when specified Trenches" in the sanitary Sewers Section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter B. Pipe - Arch Installation shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications for the material specifications. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be ® Backfill material placed in 0.5' loose layers and installed in accordance with design A. compacted to 95% maximum density. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. Method B or C compaction (WSDOT/APWA) 5. O.D. is equal to the outside diameter of a pipe or the standard specifications.) outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals 3'; at which point T shall be used. " T-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". Pipe Size Min. dist. between barrels circular pipe cont., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142" span / 3 148" to 199" 48" 'SY + PUBLIC WORKS PIPE COMPACTION STD. PLAN - 220.00 DEPARTMENT DESIGN AND BACKFILL 'P�t N tp MARCH 2008 STORM DETAILS n za• a Less than ten (10) yrs old Ten (10) yrs or older Additional 3 #6 BARS @ 7" SPACING 12" (TYP) 0 SLOT -SEE DETAIL AND NOTE 1 20" x 24", 24" DIAM., 48" DIAM. OR 54" DIAM. HOLE ro a ❑/� 0 0 without Bus Route 2" (TYP.) I No r, Local Access with Bus Yes Yes / O jo \ 1" OPENING NP.) 12TF- - - - - 1!2" "MAN. o 0 Intersection (All 84'" or 96" FLAT SLAB TOP 1z" / _ \\ Streets PREFABRICATED LADDER F_ Lu Z �\ 40% Removal #5 BARS @ 6" SPACING Yes 0 Excellent Condition 0 (based on visual and/or 20" x 24", 24"DIAM., 48" DIAM. OR 54" DIAM. HOLE 12" MIN. ro= i CN non-destructive testing) 2" (NP. r- TYPICAL ORIENTATION FOR ACCESS AND STEPS O OLI Principal, Minor, U E 1" MIN. STEP OUTFALL TO STREAM (DUMP No POLLUTA T Collector Arterial and 21/2" MAX. 72" FLAT SLAB TOP square feet or more of TOP 318" (9mm) RECESSED LETTERING all streets in CBD 2 NOTES #4 BARS @ 6" SPACING patched 1. Provide two slots in the grate that are vertically aligned with the holes in the frame. 411 Y: Location of bolt -down slots varies among different manufacturers. >.; 2. Refer to Standard Specification 9-05.15(2) for additional requirements. - " 20" x 24" OR 24" DIAM. HOLE ' •. 3. The thickness of the grate shall not exceed 1 5/8". L T (TYP.) 48" MIN. 4. Unless otherwise specified, vaned grates shall be used with standard frame in the travel be located DOLO 1" MIN. 21/2" MAX. ECCENTRIC CONE SECTION way, gutter or shoulder. vaned grates shall not within crossroads. Use vaned grates along rolled curbs. L\0 48", 54", or 60" FLAT SLAB TOP L\0 D D a � 0 c 3/4" 1 " 1/4 � 5 \ S+ 16" OR 34" 12" D - cc ONE #3 BAR HOOP FOR 6' O NONE #3 BAR HOOP 4. W TWO #3 BAR HOOPS FOR IT BOLT -DOWN SLOT DETAIL RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION ISOMETRIC SEE NOTE 1 W W LJ LJ 1.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot maybe used for adjustment sections. PUBLIC WORKS * DEPARTMENT RECTANGULAR HERRINGBONE GRATE STD. PLAN - 204.40�zY o Ga "� PUBLIC WORKS DEPARTMENT MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES STD. PLAN - 204.60 W Li MARCH 2008 "E'�(N tp� W MARCH 2008 PIPE COUPLING CMP OR CPEP INTERIOR 12"MIN io PLAN 45' SIDE VIEW L 3- `- 3/4" DIA. SMOOTH BAR SPOT WELD BARS TO AT LEAST 2 CORREGATIONS OF METAL PIPE (TYP) BOLT TO CPEP SMOOTH INTERIOR PIPE. NOTE: 1. This debris barrier is for use outside roadways on pipes 36" dia. and smaller. 2. See drawing 223.10 for debris barriers on pipes projecting from driveways or roadway side slopes. 3. All steel parts must be galvanized and asphalt coated. (Treatment 1 or better). 4. CPEP-smooth interior pipe requires bolts to secure debris barrier to pipe. 4" MAX. (TYP) END VIEW ti`tY � - + + PUBLIC WORKS DEBRIS BARRIER STD. PLAN 223.00 pN� DEPARTMENT MARCH 2008 N0. REVISION SIX EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION. -- �L\ LEVEL LINE - SEE NOTE 5 FRONT SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN. 0 ADJUSTABLE LOCK HOOK WITH LOCK SCREW. O LIFT HANDLE SHALL BE ATTACHED PER 1" ROD OR TUBING, VARIABLE LENGTH. MANUFACTURER'S RECOMMENDATIONS. ?000, LIFT HANDLE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8 IN. DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8 IN. DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. �Y STD. PLAN - 237.30 + PUBLIC WORKS FROP - T - SHEAR GATE DETAIL DEPARTMENT 'P�t N tp MARCH 2008 ASPHALT CONCRETE OVERLAY SAW SHALL BE VERTICAL 2" MIN. AND INCUT STRAIGHT LINES AS CEMENT DIRECTED BY THE ENGINEER REMOVE LOOSENED TRIM CONCRETE EXISTING CONCRETE ASPHALT VERTICALLY PAVEMENT 3/4"DIA. X 12" LONG DOWEL EPDXY COATED DOWEL BARS BAR 0 18" ON CENTER 6" MIN, ON ALL FOUR SIDES TZ EXISTING RIGID BASE* 12" COMPACTED TRENCH BACKFILL AS DIRECTED BY THE ENGINEER SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH ONE INCH DATUM CHECKED: AT FULL SCALE KEH IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY JGH COMPACTED CRUSHED SURFACING TOP COURSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: *CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL QTY p ADOPTED C fl CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DATE REVISION BY APPR'D DWG. NAME: H033 SP PAGE: HO33 5/8"� TYP 1/8" AK 20"x24" 12"x12" 2" 00 NOTES: z 1 ) ALL MATERIAL FOR GRATE SHALL BE O DUCTILE IRON, ASTM A536 GR.80-55-06 U� 2) GRATE SHALL BE OLYMPIC FOUNDRY W MODEL No. SM 72B OR EQUAL. ALL BARS 5/8" ALL SLOTS 1" SQUARE BEEHIVE DRAIN GRATE NOT TO SCALE ltp, �n CO ��'7NG ENG�N�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES O W CO avo 0- LJJ W ~ 2 Q ZaW� O Q Z W Z�� W 0LU aCD `z Y 0 Q O_x GUY y�9 WASy� � O to Z 38950 p �4 T� AEENG\��, 6/11/2018 Less than ten (10) yrs old Ten (10) yrs or older Additional Requirements Local Access 1,0 t0 without Bus Route No No r, Local Access with Bus Yes Yes o Route CD o 0 Intersection (All Yes Yes Plus one panel beyond Streets N the curb return 40% Removal Yes Yes 0 Excellent Condition (based on visual and/or Yes Yes CN non-destructive testing) Principal, Minor, Yes, If twenty-four (24) Yes, If twenty-four (24) Collector Arterial and square feet or more of square feet or more of 0) all streets in CBD any panel needs to be any panel needs to be and all bus route patched patched *CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL QTY p ADOPTED C fl CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DATE REVISION BY APPR'D DWG. NAME: H033 SP PAGE: HO33 5/8"� TYP 1/8" AK 20"x24" 12"x12" 2" 00 NOTES: z 1 ) ALL MATERIAL FOR GRATE SHALL BE O DUCTILE IRON, ASTM A536 GR.80-55-06 U� 2) GRATE SHALL BE OLYMPIC FOUNDRY W MODEL No. SM 72B OR EQUAL. ALL BARS 5/8" ALL SLOTS 1" SQUARE BEEHIVE DRAIN GRATE NOT TO SCALE ltp, �n CO ��'7NG ENG�N�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES O W CO avo 0- LJJ W ~ 2 Q ZaW� O Q Z W Z�� W 0LU aCD `z Y 0 Q O_x GUY y�9 WASy� � O to Z 38950 p �4 T� AEENG\��, 6/11/2018 Project #: 12740 AOOreSS: 4815 NE 4TH AVE RENTON, WA RECOMMENDED FOR APPROVAL STORM DETAILS By: Date: By: Date: Drawing No.: By: Date C18 of 25 By: Date DATE: C TY O AS BUILT S TORAGE ONE ON 4TH EXPANSION ION Permit N O . U15008468 PAGE BOOK RENTON DRAWING NO: Planning/Building/Public Works Dept. 4815 NE 4TH AVEOF- R-389615 n 1,0 t0 n n r, r, DO o o CD o 0 N 0 0 0 CN CN CN CN CN 0) (14 00 Lr) DO DO DOLO Uf L\ L\0 L\0 L\0 - cc 2 2 W W LLJ W W LJ LJ LJ Y W Li W jcc Y w w w V) Z LJ ME LJ of 0 W 0_' _ U W H O w N Z O LJ - HLLJ W 0_ � O Z Z 1 O U-) LJ Z U 2 Z LJ � U0 O 0 C) O U C21U LJ Q It W 1 0 LJ -3: Z w OU O J Of 0- Z i N w w 0_ Z F Q O_ 51 w - O Q U O m O 3 N p d U (n M C� C� O d J H 0_ U :2Q N t!) t!) > m W LJ )- LJ LJ LJ LJ Q D- :2 of o- o- a:: Project #: 12740 AOOreSS: 4815 NE 4TH AVE RENTON, WA RECOMMENDED FOR APPROVAL STORM DETAILS By: Date: By: Date: Drawing No.: By: Date C18 of 25 By: Date DATE: C TY O AS BUILT S TORAGE ONE ON 4TH EXPANSION ION Permit N O . U15008468 PAGE BOOK RENTON DRAWING NO: Planning/Building/Public Works Dept. 4815 NE 4TH AVEOF- R-389615 �J DD O 00 0 0 U V) a N O 0 N iv E 0 0 CD I O N V) 0 / O N 1-1 1n O O O N q N iT BEDDING MATERIAL FOR SANITARY SEWER E1PE . -SEE NOTE 5y A FOUNT ATION LEVEL BEUDtN-G1 FtGR �AMTAIRY gEWt-R f4PE CONSTRUCTION DETAILS W (SEE NOTE 7) LIMITS- OF PIPE ZONE P.D. OF PIPE f` 1. PROVIDE UNIFORM ISUPP�ORT })N4ER I8'ARI�EL. f I 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MAT�RIAL TO P5% Mai. Dl NSITY IEXC�EPT DIIREgTLY OVERLPIPE. HAND TAr�IP (ONLY. 4. PIPET INSTaLLAf!ON SHALL BE PLR SECS ON 7-08 OF THE STANDARbb SppECIFICATIbNS. 5. PIPE ZONE MATERIAL SHALL IBE IPER SECTION 19-03.121(3)' OF THE STANDARD ISPLCIF� ON� R - GRA�L. ; 6. PIPET MUST BE ANCHORED IN SUCH A MANNER IAS ITO IENSURE FLOW LINE IS MAINTAINED- 1 _I 7. TRENCH WIDTH SHALL E PER SECTION 2�-I09.4 OF.-TLHE I STANDARD -SPECIFICATIONS. l s, STD. PLAN - 40S PUBLIC WORKS PIPE BEDDING �"IOVEIQ: DEPARTMENT FOR SANITARY SEWERSm DATE Ld 6 IN. DIAMETER PIPE 6 IN. DIAMETER PIPE 0 LENGTH FT 0 50 100 150 200 250 300 350 400 450 500 d 0 0 80 160 236 316 396 476 556 632 680 680 � 50 140 220 300 380 456 536 616 696 712 708 708 w 100 280 360 440 520 600 676 748 744 736 732 728 � 150 424 500 580 660 740 780 772 764 756 748 744 � 200 564 644 720 800 808 796 788 780 772 764 760 a 250 0 704 784 856 836 820 808 800 792 784 776 772 300 844 880 860 844 832 820 808 800 792 788 780 � 350 908 884 868 852 840 828 820 808 804 796 788 00 400 908 888 872 856 844 836 824 816 808 804 796 450 908 888 876 860 852 840 832 824 816 808 804 TIME SECONDS LENGTH FT W o 50 w 100 w 150 a 200 0 250 z 300 350 400 Oso PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. Y �tiZ °n AIR TEST TABLE STD. PLAN - 410 s * PUBLIC WORKS (LOW PRESSURE) �ENzo1 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH I ONE INCH DATUM CHECKED: AT FULL SCALE KEH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JGH 3/8• PREMOLOEp JOINT FILLER (TVP) 112' R. 7a, NGIE2 /8'RX5/B'�0 DUMMYJOINT�NGR2 Z 2' - 0" d r q� OF' CfatTERLI YE FA LS FFAME A [aRA I' R D . b- >• D tF OF Bb rTE11 ROADWAY AO q1Y HOPE - BASINS NOT INCW DEG . I D . b b AQIUBTM*MTBECTION- HOT INfD.UDED D IN CURE ANO OIITfFii BIO [fFAI - D • CATCH BABIN -NGT B1161.� - � IN CUR61Y4O OUTTkR BIG 8811 D CEME'V' CONCRETE Ol.•R3 anD cu-Tfa(L LLj 00 � JI SECTION O • '�.r � GENERAL NOTES: ✓ - r, 1. The intent of this design is in tacBitate the nalnovsl OF a catch Basin with minimal disturbance Of the Curb. � ?. The expansion joints of the adjacent sidewalk shall �'` beLadJusted ,tp be In tj line wllh these curb expansion Joints. f" I' t�lc4lC view J � CEJNENT CONCRIE'TS CURB STD. PLAN - 101.1 SL PUBLIC WORKS INSTALLATION ATPROD: DEPARTMENT CATCH J DA z J 0- z 0 z O N ILL) w in N 4" WIDE STRIPE AT CENTER OF DRIVE LANE (WHERE SHOWN C) ON PLANS) I PAINT STOP BAR 1, SIGN W/2 COATS OF WHITE, BEADED REFLECTIVE PAINT. O i I � V R.* 8'-0" VAR a w O I I TRAFFIC STOP BAR NOT TO SCALE C TY 0F � RENTON Planning/Building/Public Works Dept, *MARKING TO BE CENTERED IN LANE INSTALL OWNER FURNISHED (STOP) SIGN WHERE SHOWN ON SITE PLAN RECOMMENDED FOR APPROVAL Q-G,HA�S (7 U Z�G � Q` <T�HG ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES GUY yU9 r3i WASy/ Q D � � O t� Z Soo" 38950 p �4 �NAE��ENG\��, 6/11/2018 to to _^ r, r, n n � O O O O O O N Cn N C300 L00 00 LO Ln to to to cc 1.1 n00 2 2 W 2 2 2 2 = W W Y W W W W W Y Y Y Y Y Y Y w w L'••I � w w w w N H- Z w w z O (n = >C-) W W o � N z � 0 � o a U) z � o U)w � Z U w M. WLLJ 0 D � O O U w Q U Z U Z � Z > O J w o a � � Z w t/'1 W of � �' O O m � 3 N p � D F- U It=N O O D p a -J > m � v Ln co n ao rn o z Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION By: Date: DETAILS By: Date: browing No.: By: Date C19 of 25 By: Date AS BUILT S TORAG E ONE ON 4TH EXPANSION Pernlit NO. U15008468 4815 NE 4TH AVE FIELDBOOK: PAGE: DRAWING N0: R-389616 6 IN. DIAMETER PIPE 6 IN. DIAMETER PIPE 0 LENGTH FT 0 50 100 150 200 250 300 350 400 450 500 � 0 0 80 160 236 316 396 476 556 632 680 680 a 50 220 300 380 456 536 616 696 768 760 752 744 � 100 440 520 600 676 756 836 840 828 812 804 792 � 150 660 740 820 896 932 908 888 868 856 840 832 a200 880 960 1028 992 964 940 920 900 888 872 860 0 250 1100 1084 1044 1012 988 964 944 928 912 900 888 z 300 1132 1092 1056 1028 1004 984 964 948 932 920 908 350 1132 1096 1068 1040 1016 996 980 964 948 936 924 � 400 1132 1100 1076 1052 1028 1008 992 976 964 952 940 450 1132 1104 1080 1056 1036 1020 1004 988 976 964 952 TIME SECONDS LENGTH FT W o 50 w 100 w 150 a 200 0 250 z 300 350 400 Oso PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. Y �tiZ °n AIR TEST TABLE STD. PLAN - 410 s * PUBLIC WORKS (LOW PRESSURE) �ENzo1 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH I ONE INCH DATUM CHECKED: AT FULL SCALE KEH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JGH 3/8• PREMOLOEp JOINT FILLER (TVP) 112' R. 7a, NGIE2 /8'RX5/B'�0 DUMMYJOINT�NGR2 Z 2' - 0" d r q� OF' CfatTERLI YE FA LS FFAME A [aRA I' R D . b- >• D tF OF Bb rTE11 ROADWAY AO q1Y HOPE - BASINS NOT INCW DEG . I D . b b AQIUBTM*MTBECTION- HOT INfD.UDED D IN CURE ANO OIITfFii BIO [fFAI - D • CATCH BABIN -NGT B1161.� - � IN CUR61Y4O OUTTkR BIG 8811 D CEME'V' CONCRETE Ol.•R3 anD cu-Tfa(L LLj 00 � JI SECTION O • '�.r � GENERAL NOTES: ✓ - r, 1. The intent of this design is in tacBitate the nalnovsl OF a catch Basin with minimal disturbance Of the Curb. � ?. The expansion joints of the adjacent sidewalk shall �'` beLadJusted ,tp be In tj line wllh these curb expansion Joints. f" I' t�lc4lC view J � CEJNENT CONCRIE'TS CURB STD. PLAN - 101.1 SL PUBLIC WORKS INSTALLATION ATPROD: DEPARTMENT CATCH J DA z J 0- z 0 z O N ILL) w in N 4" WIDE STRIPE AT CENTER OF DRIVE LANE (WHERE SHOWN C) ON PLANS) I PAINT STOP BAR 1, SIGN W/2 COATS OF WHITE, BEADED REFLECTIVE PAINT. O i I � V R.* 8'-0" VAR a w O I I TRAFFIC STOP BAR NOT TO SCALE C TY 0F � RENTON Planning/Building/Public Works Dept, *MARKING TO BE CENTERED IN LANE INSTALL OWNER FURNISHED (STOP) SIGN WHERE SHOWN ON SITE PLAN RECOMMENDED FOR APPROVAL Q-G,HA�S (7 U Z�G � Q` <T�HG ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES GUY yU9 r3i WASy/ Q D � � O t� Z Soo" 38950 p �4 �NAE��ENG\��, 6/11/2018 to to _^ r, r, n n � O O O O O O N Cn N C300 L00 00 LO Ln to to to cc 1.1 n00 2 2 W 2 2 2 2 = W W Y W W W W W Y Y Y Y Y Y Y w w L'••I � w w w w N H- Z w w z O (n = >C-) W W o � N z � 0 � o a U) z � o U)w � Z U w M. WLLJ 0 D � O O U w Q U Z U Z � Z > O J w o a � � Z w t/'1 W of � �' O O m � 3 N p � D F- U It=N O O D p a -J > m � v Ln co n ao rn o z Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION By: Date: DETAILS By: Date: browing No.: By: Date C19 of 25 By: Date AS BUILT S TORAG E ONE ON 4TH EXPANSION Pernlit NO. U15008468 4815 NE 4TH AVE FIELDBOOK: PAGE: DRAWING N0: R-389616 6 IN. DIAMETER PIPE 6 IN. DIAMETER PIPE 0 LENGTH FT 0 50 100 150 200 250 300 350 400 450 500 w 0 a 0 80 160 236 316 396 476 556 632 680 680 d 50 316 396 476 556 632 712 832 816 804 804 792 � 100 632 712 792 872 952 984 952 928 908 888 876 150 952 1028 1108 1132 1088 1052 1020 992 972 952 936 � a 200 1268 1284 1224 1176 1132 1100 1068 1044 1020 1000 984 0 250 1360 1300 1248 1204 1164 1132 1104 1080 1056 1036 1020 z 300 1360 1308 1264 1224 1192 1160 1132 1108 1088 1068 1052 w 350 1360 1316 1276 1240 1208 1180 1156 1132 1112 1096 1076 400 1360 1320 1284 1252 1224 1200 1176 1152 1132 1116 1100 450 1360 1324 1292 1264 1236 1212 1192 1168 1152 1132 1116 TIME SECONDS LENGTH FT W o 50 w 100 w 150 a 200 0 250 z 300 350 400 Oso PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. Y �tiZ °n AIR TEST TABLE STD. PLAN - 410 s * PUBLIC WORKS (LOW PRESSURE) �ENzo1 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH I ONE INCH DATUM CHECKED: AT FULL SCALE KEH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JGH 3/8• PREMOLOEp JOINT FILLER (TVP) 112' R. 7a, NGIE2 /8'RX5/B'�0 DUMMYJOINT�NGR2 Z 2' - 0" d r q� OF' CfatTERLI YE FA LS FFAME A [aRA I' R D . b- >• D tF OF Bb rTE11 ROADWAY AO q1Y HOPE - BASINS NOT INCW DEG . I D . b b AQIUBTM*MTBECTION- HOT INfD.UDED D IN CURE ANO OIITfFii BIO [fFAI - D • CATCH BABIN -NGT B1161.� - � IN CUR61Y4O OUTTkR BIG 8811 D CEME'V' CONCRETE Ol.•R3 anD cu-Tfa(L LLj 00 � JI SECTION O • '�.r � GENERAL NOTES: ✓ - r, 1. The intent of this design is in tacBitate the nalnovsl OF a catch Basin with minimal disturbance Of the Curb. � ?. The expansion joints of the adjacent sidewalk shall �'` beLadJusted ,tp be In tj line wllh these curb expansion Joints. f" I' t�lc4lC view J � CEJNENT CONCRIE'TS CURB STD. PLAN - 101.1 SL PUBLIC WORKS INSTALLATION ATPROD: DEPARTMENT CATCH J DA z J 0- z 0 z O N ILL) w in N 4" WIDE STRIPE AT CENTER OF DRIVE LANE (WHERE SHOWN C) ON PLANS) I PAINT STOP BAR 1, SIGN W/2 COATS OF WHITE, BEADED REFLECTIVE PAINT. O i I � V R.* 8'-0" VAR a w O I I TRAFFIC STOP BAR NOT TO SCALE C TY 0F � RENTON Planning/Building/Public Works Dept, *MARKING TO BE CENTERED IN LANE INSTALL OWNER FURNISHED (STOP) SIGN WHERE SHOWN ON SITE PLAN RECOMMENDED FOR APPROVAL Q-G,HA�S (7 U Z�G � Q` <T�HG ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES GUY yU9 r3i WASy/ Q D � � O t� Z Soo" 38950 p �4 �NAE��ENG\��, 6/11/2018 to to _^ r, r, n n � O O O O O O N Cn N C300 L00 00 LO Ln to to to cc 1.1 n00 2 2 W 2 2 2 2 = W W Y W W W W W Y Y Y Y Y Y Y w w L'••I � w w w w N H- Z w w z O (n = >C-) W W o � N z � 0 � o a U) z � o U)w � Z U w M. WLLJ 0 D � O O U w Q U Z U Z � Z > O J w o a � � Z w t/'1 W of � �' O O m � 3 N p � D F- U It=N O O D p a -J > m � v Ln co n ao rn o z Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION By: Date: DETAILS By: Date: browing No.: By: Date C19 of 25 By: Date AS BUILT S TORAG E ONE ON 4TH EXPANSION Pernlit NO. U15008468 4815 NE 4TH AVE FIELDBOOK: PAGE: DRAWING N0: R-389616 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 496 576 652 732 812 892 972 948 924 900 884 988 1068 1148 1228 1248 1192 1144 1104 1072 1044 1020 1484 1564 1484 1408 1344 1292 1248 1208 1172 1144 1116 1700 1608 1532 1464 1408 1360 1316 1280 1248 1216 1192 1700 1624 1560 1504 1452 1408 1368 1332 1304 1272 1248 1700 1636 1580 1532 1484 1444 1408 1376 1344 1316 1292 1700 1644 1596 1552 1512 1408 1380 1352 1328 1700 1652 1608 1568 1532 1��14464 1436 1408 1384 1360 1700 1656 1616 1580 1548 1460 1432 1408 1388 TIME SECONDS LENGTH FT W o 50 w 100 w 150 a 200 0 250 z 300 350 400 Oso PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. Y �tiZ °n AIR TEST TABLE STD. PLAN - 410 s * PUBLIC WORKS (LOW PRESSURE) �ENzo1 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH I ONE INCH DATUM CHECKED: AT FULL SCALE KEH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JGH 3/8• PREMOLOEp JOINT FILLER (TVP) 112' R. 7a, NGIE2 /8'RX5/B'�0 DUMMYJOINT�NGR2 Z 2' - 0" d r q� OF' CfatTERLI YE FA LS FFAME A [aRA I' R D . b- >• D tF OF Bb rTE11 ROADWAY AO q1Y HOPE - BASINS NOT INCW DEG . I D . b b AQIUBTM*MTBECTION- HOT INfD.UDED D IN CURE ANO OIITfFii BIO [fFAI - D • CATCH BABIN -NGT B1161.� - � IN CUR61Y4O OUTTkR BIG 8811 D CEME'V' CONCRETE Ol.•R3 anD cu-Tfa(L LLj 00 � JI SECTION O • '�.r � GENERAL NOTES: ✓ - r, 1. The intent of this design is in tacBitate the nalnovsl OF a catch Basin with minimal disturbance Of the Curb. � ?. The expansion joints of the adjacent sidewalk shall �'` beLadJusted ,tp be In tj line wllh these curb expansion Joints. f" I' t�lc4lC view J � CEJNENT CONCRIE'TS CURB STD. PLAN - 101.1 SL PUBLIC WORKS INSTALLATION ATPROD: DEPARTMENT CATCH J DA z J 0- z 0 z O N ILL) w in N 4" WIDE STRIPE AT CENTER OF DRIVE LANE (WHERE SHOWN C) ON PLANS) I PAINT STOP BAR 1, SIGN W/2 COATS OF WHITE, BEADED REFLECTIVE PAINT. O i I � V R.* 8'-0" VAR a w O I I TRAFFIC STOP BAR NOT TO SCALE C TY 0F � RENTON Planning/Building/Public Works Dept, *MARKING TO BE CENTERED IN LANE INSTALL OWNER FURNISHED (STOP) SIGN WHERE SHOWN ON SITE PLAN RECOMMENDED FOR APPROVAL Q-G,HA�S (7 U Z�G � Q` <T�HG ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES GUY yU9 r3i WASy/ Q D � � O t� Z Soo" 38950 p �4 �NAE��ENG\��, 6/11/2018 to to _^ r, r, n n � O O O O O O N Cn N C300 L00 00 LO Ln to to to cc 1.1 n00 2 2 W 2 2 2 2 = W W Y W W W W W Y Y Y Y Y Y Y w w L'••I � w w w w N H- Z w w z O (n = >C-) W W o � N z � 0 � o a U) z � o U)w � Z U w M. WLLJ 0 D � O O U w Q U Z U Z � Z > O J w o a � � Z w t/'1 W of � �' O O m � 3 N p � D F- U It=N O O D p a -J > m � v Ln co n ao rn o z Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION By: Date: DETAILS By: Date: browing No.: By: Date C19 of 25 By: Date AS BUILT S TORAG E ONE ON 4TH EXPANSION Pernlit NO. U15008468 4815 NE 4TH AVE FIELDBOOK: PAGE: DRAWING N0: R-389616 w Q Z U W O IL 00 Q0 00 0 0 U V) 7- Q N 0 0 N a� t= F- N 0 0 0 I O v N i C) 0 i O N 1-1 In CD O O N i N L.L CONSTRUCTION DETAILS EJ CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO 2" OPEN PATTERN, RETURN BEND - 180' 11-1/4' BEND 22-1/2* BEND 45' BEND CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED 2"GALVANIZED IRON PIPE FIELD EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST LOCATE ;:1 PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. 2" 90' ELBOW CUT OPENING AS REQUIRED, AFTER t -o CAST IRON CAP OR PLUG WITH INSTALLATION, GROUT AROUND PIPE. F 2" IPS TAP SHALL BE A 2" UNION ROCKWELL 482 END CAP 2" BEEHIVE STRAINERCOUPLING. SHORT NIPPLE CAP2" GALVANIZED IRON PIPE 2" CLOSE NIPPLE D WATER MAIN � AS REQUIRED. z"x2"x2" TEE � 2" UNION TEE 17"x30" PLASTIC METER BOX EQUAL TO MID STATES W N Li rn a THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS FIRM SILT OR SOIL FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90'45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.51 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH �O w MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and PLASTIC, BCF SERIES 1730-18 WITH 2 THICK DUCTILE 2" CLOSE NIPPLE�/' 18„ IRON DIAMOND PLATE. 18"x31" MSCBC 173OR 2" 90° ELBOW 2" GALVANIZED IRON PIPE, 12" 2" BRONZE GATE VALVE, SCREWED EQUAL LONG. TO RED -WHITE VALVE CORP. FIG NO. 280 2" RESILIENT SEAT GATE VALVE WITH THREADED ENDS PLAN 2" 90' BENDS WITH CLOSE NIPPLE BETWEEN BENDS 2" GALVANIZED IRON PIPE TO FIT - °° CLOSE °o°° o° ° o 0 o NIPPLE 12" MIN. o o ° o ° °o 2 CORPORATION STOP 90' BEND, - Q. ° °o I.P. THREAD TO COPPER, EQUAL ° o °, TO FORD FB 500. 2" TYPE K SOFT COPPER TUBING TO FIT DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED 2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" WASHED GRAVEL, PASSING IPS TAP TO FIT, EQUAL TO MUELLER CO. EQUAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 / PAGE B090) " 1-1 2AND RETAINED ON / AIR AND VACUUM VALVE 2" ASSEMBLY 8" TOP SECTION, WITH REGULAR INSTALL 2" 90' ELBOW, SCREWED 1/4" MESH FOR DRAIN APCO NO. 1452C OR EQUAL. �\ BASE SECTION LENGTH TO FIT. l _F 2" PLUG, SCREWED a q �• 2" GALVANIZED IRON PIPE 12" LONG 2" GALVANIZED IRON PIPE 8 4 0" \ �• AS REQUIRED. a �/� 2" RESILIENT GATE VALVE, SCREWED INSTALL 2° 90' ELBOW, THRUT BLOCe FA AREASREFERSKTOEARI G - SCREWED FACE OF BLOCK MEASURED IN SQUARE FEET 2" GALVANIZED IRON NOTES: PIPE AS REQUIRED. NOTE: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES ELEVATION AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING CAN BE INSTALLED. SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2"). PLANTING STRIPS, BEHIND CURB AND SIDEWALK. 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. • UtiaY PUBLIC WORKS • CONCRETE BLOCKING FOR STD. PLAN - 330.2 c�tiaY PUBLIC WORKS 2 BLOW -OFF STD. PLAN - 340.2 "1aY o' PUBLIC WORKS 2" AIR &VACUUM RELEASE STD. PLAN - 340.4 • � DEPARTMENT HORIZONTAL AND DOWNWARD A + DEPARTMENT TEMPORARY ASSEMBLY +``ate DEPARTMENT ASSEMBLY VERTICAL BENDS MARCH 2010 �� 1VT0� MARCH 2010 N�p� MARCH 2010 RESERVED PARKING (WHITE) (BLUE) 12% 18" SIGN TEXT ACCORDING TO LOCAL JURISDICTIONAL INSTALL SIGN PER CBC 1129B.4 a VAN ACCESSIBLE REQUIREMENTS 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. PEDESTRIAN CURB - Z � Q Y z¢zZ3 MIN- FINE 5250 Crosswalk, or as shown in the Contract Plans. / 2. Where "GRADE BREAK!' is called out, the entire length of the grade Y break between the two adjacent surface planes shall be flush. v 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurts- C nances in front of the Curb Ramp or on any part of the Curb Ramp or M_3� �3'R. �O w F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and DETECTABLE WARNING SURFACE - d Q 7 C:, S Za. O D O Z m ¢ o o t 0 O U D p +� O 3 m SYMBOL BACKGI w o- 0 N c.)mao ¢ m�o� HEIGHTS ACCORDING TO LOCAL REQUIREMENTS 36"x36" BLUE IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, STENCILED SIGN LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE = Ln V)N 1z IVWALKING SURFACE Parking Stall Stencil FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR 2"0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0" Sign Parkin Accessible Parking Sign NOT TO SCALE 4'-0"MIN.- SEE CONTRACT PLANS" 318" EXPANSION JOINT SEE STANDARD PLAN F-30. LANDING 1 I L CURB AND GUTTER,-: J J W 0 0 J z U.1 LL m 4 - W MIN. -_ A SSE CONTRACT PLANS' PEDESTRIAN CURB - 318" EXPANSION JOINT� J SEE NOTE 9 SEE STANDARD PLAN LANDING ' L_- �' h rSIDEWALK s SIDEWALK Cq 4' - 0" MIN. (TYP.) - _/ L<: SEE CONTRACT PLANS I CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - FACE OF CURB SEE STANDARD PLAN F45.10 DEPRESSED CURB & GUTTER CROSSWALK CURB & GUTTER CURB RAMP 4' - 0" MIN. (TYP.) - SEE CONTRACT PLANS FACE OF CURB PLAN VIEW DETECTABLE WARNING SURFACE - TYPE PARALLEL A SEE STANDARD PLAN F-48.10 4'- V MIN. SEE CONTRACT PLANS 2.0%MAX. CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 15'-0" MAX. 4'-0"MIN. SEE NOTE 7 SEE CONTRACT PLANS SIDEVWILK GRADE BREAK 8.3�i 2.0% MAX. v CURB RAMP Af - LANDING SECTION O 1&-0" MAX. SEE NOTE 7 GRADE BREAK LANDING 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SECTION O "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 T _- SEE STANDARD PLAN F-45.10 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. i� DEPRESSED CURB & GUTTER 8, The Bid Item "Cement Concrete Curb p Type ype -" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp maximum running slope shall not require the ramp length PLAN VIEW to exceed 15 feet to avoid chasing the slope indefinitely when connecting TYPE PARALLEL B to steep grades. When applying the 154bot max. length, the running slope of the curb ramp shall be as flat as feasible. GRADE BREAK 8. Curb Ramp, Landing, and Flares shall receive broom finish. See Standard Specifications 8-14. COUNTER SLOPE TOP of 9. Pedestrian Curb may be omitted if the ground surface at the back of the f 5AX ROADWAY Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain. DEPRESSED CURE 8 GUTTER - SEE STANDARD PLAN F-10.12 AND NOTE 6 15'- 0" MAX. _ 4' - 0" MIN. c.' . SEE NOTE 7 PEE CONTRACT PLAN0LEGEND SIDEWALK - - GRADE BREAK SLOPE IN EITHER DIRECTION GRADE B L83%[LMAXKWFTUK i 8.33 CURB RAMP LLANDING PEDESTRIAN CURB < 3/8" EXPANSION JOINT (TYP.) - SEE NOTE 9 r C L CURB RAMP SEE STANDARD PLAN F-30.10 SECTION O r ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT SURVEYED: SCALE: DESIGNED: KEH DRAWN: RDC/KEH CHECKED: KEH N0. REVISION BY DATE APPR APPROVED: JGH � 4ATRlc� �0 *e 34363 e OI STO G1� 10 AL PARALLEL CURB RAMP STANDARD PLAN F-40.12-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich 111 6/20/13 UrATE DESIGN ENGINEER DATE T WDahinyron Stale Deporlm.nt of Tionspartalim VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY C TY OF RENTON Planning/Building/Public Works Dept. By: its By - By: RECOMMENDED FOR APPROVAL Date: z O (_n L Li �G,HA�� m� �z o n U 2�G CO Q- � �/NG E N G %XA 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Ow CO avo 0- LUC7qRT W ~ � O in 9 F0 Cl) Q Zaw� 0QZw Z�� W0 0 Q ii O� GUY ,�J WAS Q ' � t� Z 38950 p �4 �NAE��ENG\��, 6/11/2018 NOTES 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. PEDESTRIAN CURB - Curb Ramp location shall be placed within the width of the associated SEE NOTE 9 Crosswalk, or as shown in the Contract Plans. / 2. Where "GRADE BREAK!' is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurts- C nances in front of the Curb Ramp or on any part of the Curb Ramp or Landing. �3'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 DETECTABLE WARNING SURFACE - Pedestrian Curb details. SEE STANDARD PLAN F-45.10 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. i� DEPRESSED CURB & GUTTER 8, The Bid Item "Cement Concrete Curb p Type ype -" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp maximum running slope shall not require the ramp length PLAN VIEW to exceed 15 feet to avoid chasing the slope indefinitely when connecting TYPE PARALLEL B to steep grades. When applying the 154bot max. length, the running slope of the curb ramp shall be as flat as feasible. GRADE BREAK 8. Curb Ramp, Landing, and Flares shall receive broom finish. See Standard Specifications 8-14. COUNTER SLOPE TOP of 9. Pedestrian Curb may be omitted if the ground surface at the back of the f 5AX ROADWAY Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain. DEPRESSED CURE 8 GUTTER - SEE STANDARD PLAN F-10.12 AND NOTE 6 15'- 0" MAX. _ 4' - 0" MIN. c.' . SEE NOTE 7 PEE CONTRACT PLAN0LEGEND SIDEWALK - - GRADE BREAK SLOPE IN EITHER DIRECTION GRADE B L83%[LMAXKWFTUK i 8.33 CURB RAMP LLANDING PEDESTRIAN CURB < 3/8" EXPANSION JOINT (TYP.) - SEE NOTE 9 r C L CURB RAMP SEE STANDARD PLAN F-30.10 SECTION O r ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT SURVEYED: SCALE: DESIGNED: KEH DRAWN: RDC/KEH CHECKED: KEH N0. REVISION BY DATE APPR APPROVED: JGH � 4ATRlc� �0 *e 34363 e OI STO G1� 10 AL PARALLEL CURB RAMP STANDARD PLAN F-40.12-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich 111 6/20/13 UrATE DESIGN ENGINEER DATE T WDahinyron Stale Deporlm.nt of Tionspartalim VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY C TY OF RENTON Planning/Building/Public Works Dept. By: its By - By: RECOMMENDED FOR APPROVAL Date: z O (_n L Li �G,HA�� m� �z o n U 2�G CO Q- � �/NG E N G %XA 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Ow CO avo 0- LUC7qRT W ~ � O in 9 F0 Cl) Q Zaw� 0QZw Z�� W0 0 Q ii O� GUY ,�J WAS Q ' � t� Z 38950 p �4 �NAE��ENG\��, 6/11/2018 Project #: 12740 GGress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION DETAILS Date: Drowing No.: Date C20of 25 Date DATE: AS BUILT S TORAGE ONE ON 4TH EXPANSION Permit NO. U15008468 FIELDBOOK: PAGE: DRAWING NO: 4815 NE 4TH AVE E ET- OF- R -389617 w O O O N O O O O O CY) N CO LO 00 CN _ _ W W W W W W W Y z: T_ W W Y ED ED ED In z UJ M> w of 0 W _ U w H O Ln UJ V) Z W L LLJ V) H- O In LLJ Z U Z M U LLJ Fn O O 0 M U O U w Q W E 0 LLJ Z W OU of OJ of m w w LLJN Z �_ W w Of z F- Of F_ F_ O Q U 0' m D O O 3 N p Uof 1n Ll O o o O 0- J a U Q N U) U) > m w W W w L w of Q 0 o- O_ W W W Project #: 12740 GGress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION DETAILS Date: Drowing No.: Date C20of 25 Date DATE: AS BUILT S TORAGE ONE ON 4TH EXPANSION Permit NO. U15008468 FIELDBOOK: PAGE: DRAWING NO: 4815 NE 4TH AVE E ET- OF- R -389617 W Q z I- U W 0 SITE SPECIFIC DATA* PROJECT NAME STORAGE ONE PROJECT LOCATION REN TON, WA STRUCTURE ID PERFORMANCE DATA TREATMENT FLOW (CFS) 0.02 TREATMENT HGL (FT) BYPASS FLOW RATE (CFS) 1.0 0.33 PROJECT PARAMETERS PIPE DATA /. E. 94.19 MATERIAL PVC DIAMETER 12" INLET PIPE 1--r^4.._21- 2. 7YPW.A'L TEMPERATVRERANGE kYf29lW BE 225-.2592F FOR OUTLET PIPE 'ter PVC 12" 394.11 RIM ELEVATION 39---3� SURFACE LOADING REMU NT PARKWAY FR4ME & COVER PRETREATMENT BIOFILTRATION DISCHARGE 30" CLOSED 30" WETLANOMEDIA VOLUME (CY) TBD MEDIA DELIVERED TBD ORIFICE SIZE (DIA) TBD MAX PICK WEIGHT (LBS) TBD NOTES: *PER ENGINEER OF RECORD INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CON7R4CT. 2. MANUFACTURER RECOMMENDS A MINIMUM 61LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). 4. INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. 5. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES 6. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON—SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 7. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DR4WINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. POROUS NOT MJX ASMALT (PHN�) NOTES SORP77VE 810FILTPA 77O MEDIA 7�- O" 6' -O' - CIL ' O"CIL i PLAN WE W �� i�AAAAAAAAAAAAA� atVARfAIIIAN N BAFFLE ELEVATION VIEW ASBUILT STORMWATER DETAILS OUTLET PIPE SIZE AND LOC4WN MAY VARY ACCESS HATCH PARKWAY LOADING -INLET PIPE SIZE AND LOCATION MAY VARY n STOP OF WEIR 16*66GREEN CARTRIDGE MEDIA RL TER N LEFTEND VIEW BIOFILTRATION CHAMBER CIL ROCK LAYER TO PREVENT SCOURING RIGHTEND VIEW PRE"!M7X57VT/B1SCHARGE CHAMBER b,WR?SCRLR LALMV�MtitQ+ � fir 4 T1FLS,' FOLLOW.' FOR WAS MIXASPHALT(WIIA)OR275-3eeFFOR HUT WAS COaECW, TOTAL WEIGYTIQF�MMPLWQXLW9 , Rkam2tg L w , r r ffakMnXORJW W, s,Vb ALT DEWRI 7707 OF SAMPLE PREPARATION PRO ". RDlpS MOT Jlff1S�A151pRiAY3T TW fN f_ N OF" IrHE sSPkN�iL7 E AVY jER IATO 71I0 PY"�A<9� A7` W "LIF qP fMME' Sk4lti ,Bg (Hpw. TOLAL WEIGHT OF SA:KPLE BIER ,rO L 7 t RYPLIPNE GAAw 1�4�'AI3LT,7IlQYj ----- f�Y_I�i?'RI'RL I�TFH__ 7W T /KkR i pF:kAVDE ALK Pff O IN TNIE 2. 7YPW.A'L TEMPERATVRERANGE kYf29lW BE 225-.2592F FOR SIZE Oj57R NMjV A -W TuT;R'E3'daIM ,sAwL a AW S€z4TYDN IS /il€ NiTrE� WRJ3 ETYf aTP FPIILLRI A16It ARAkDVEP WM-4 SV&WT ZAL ((1E E VMAAE I` _S 1 A+WMA AND 2'R9-075*F FOR PH -MA. RRE!4RA7 ON ,%"TALL RE .fit l��?IA��/4"C* !$'_iML A MW An TL NIS WAMY,131x41L CAV00T OF Ailw=3t(C' di RAC— a W4ENA "1Ff6> WUS OR DRIER-DR04 TYPE a"-LANTIN USED VSLOW) ,4. PRIOR SUCCIMSFUL PROJECTS HAVE INCORPORA7W 7WO AND.AAASTM C7602: ONE OR ND&S 2AYE49 WVr;_ [ :_m'S mar 7NE RMER MALL BEADD0 9 IME AGGREGA7FAND VaTMi:. LOW AMPLITUDE VIBRAT ZRY RL:LLER PASSES TO .R1±_0 A§PT714LT(PW%!A OR d A AWa'kY57TV OR EAS-6INA; W&FORML r DISP€REW MOR ,o THE IIILJECLV_V or &Q.MA�Yt@Id 9FAMAND' ORTEWT THE PHNA ACGREGATEM47RN CN.ONMER CtIURSE./ CRUA NFD 5-UMFAMEND A 1�A WITH TkMEWMa4XA_VC9W Al TktE L jffALT RDASDEI_ 21 m on s-04lN-1L4)A "RMekewrw Wd P3 7W BYLINE -0 OrSrATIC ROLLING TO C€ ECTEA 111ALL SEC770 9-03.913)A OR 7YtYI N dTS 9MD TYa Cd Q � C61ONS ;i�LaE AND S1rQRAGE SYS79PS . LL'LItA l4/0 T MAI: R9LRL�AC€ IYl�IS�FIi R-4LLER �fA�A�, 4, THE USE OF kAPAllfN ML ASPKALT TECHNOLOGY IS OLRLUS, SLWF,4CLNLn OW046€R iCDURS'€ SMA9.L MY of l T SL LVYAN IAN>dd Lfts4RE OR E5KA_%LMVW air r al €€R € SgSiRA TIME R P:HIqA MIXTURES NCT ENCOURA GED AS IT MIN1154I ' ISSUES RELATED TO _ SINE AND QUAL 7Y ff9VJftSVEVTE OF TIM ANL4ffCAV T I�YA LSE It7l e4itt14 Y€�a1Y k EC t1? YV A M1g !"MEOOLAyT-ftrTO1 THE R -WE TSHAILL RE IVO MORE THAN ASFCft`4LT SiNtf DDt!tN DURING PRODUC770N ,HAULING AND 45500 AT N OF STATE HYyOli4t1'Y_AYAW ML A4A$PDPYr,4CM4 NIM ASPHALT (PJ'Yfa V Fk0 N' *-=V NCE W1111 FOUR (A0 HOURS FOR NLTN-INSLIL TED SLL'9a AR, 9101 f (#) 71�_W 0Oltti RACTDR !2'M D" -&W A ROUDE PA31YERN'TP *T TESTING of THE P -HMA, 0FLFCfkL5 (A45_ffM,) NO, 5J7, CF -CYCLED CC_0jVr_B TLE I5 #WT TTL€5L diAIC47-"4& FW94 LPrROnFSVE9 tM�_V_R HOUR -S FOR INSULATED SILO. PLACEMENT TEI;tPE�4TURE WILL INTILIXA-YC0AW 4LA71F 7HEPAVEMENT 6TtR T ff PEkft1rLF TT�1a MATERLAL SYTALL INSIST OrCLEAts) � To 01RCA _1C r9ri�.)�?.'I V � Y6Z'tY. GE W� E(Y 1160 SPEC FICATIONS SHA L STILL B 2hE REGA_WLESS OF,SLID AS WELL AS TAR RET 15% IPO SVIA "44L SAM 440 W,5 rV AGGRE"TE DL sCWMGE SUBBASE/ . 3-3/2 DVCH LWIFORMLL'Y 6RADED f RUStfE� SMVAClWG HMA TIME. YO &S-A OF fl4mmud4 ly - XCAL tYLLrico DEUMTY).+77M FERNFAAUE iE10AST NOT" MATERIAL NI VER41 k4y BE RKs,}t1 Bis, fr AL2 a TTfE NIL RACALOR S: M L RMWFUR LMPAC 000 WRIVO WCTION 2-03.9(22A TSRAR-9TWAYS SAM0 AD TO PAVAMF A tri'+ M S, 3f-A��6+ EQU1Pj4ffiVT PLACE140ff OF PhNA IWIII e9 GAGE LOS AIN S WEAR, -50D REV S'TAB19 w0'&D IW0RK 2€ P "F [WOW A.S I ASO SECnuN S'=44.3(Y) gowe mam'S IN.OTE 3.-W&D[WY) KRI_¢f AHLE RAILAM SHALL HE MAftTAcTUR€D FROM 30% MAX., WSPOT TLESLr M€TWOQ T 95 YL4CtUDE triREPA¢Y,AWk'AVD MO1TtECRC= W SUEG-RADE THE PERA rURE OF THE MPIPAT THE TIME OF L -i -IRLWA & LEDGE ROCK, TALUS, OR GRAVEL IN ACCORDANCE SMITH IHE SUBBASE AVO L.EVELM- VOR45E _% FX i1"&11p6ENAL FRGM THE H4UL YL=FFICLE SHAM BE WITIJIN Tt-ffi POADUS ASPHALT (RhffdV.. VVEPTAWC-E XWRICTRA 7Y" W"ISI`ONS OF SECTION 3-01. RECYCLE CONCRETE IS DEaBRADA ,TC N A4CTOR IMA'TL I-kL S TEMP€RATVR€ RANGE IDIkNn1IEFD IN THE APPROVED PHMA, NEST PeOT FERM TED, THE MATERIALS ALS SHAMS L BE U-NMORM IN 30 fR-M_ WSDOT TEST LKEiMOD T 113 550 111"L 5-0,9.2 IS i L NL -54M L+i17H r'91`10=19LNG, fSEE EAMNL S NOTE I SPLUY) SECTION 5 p4 �Y('21,), APdPlJ S1 CMV 5-04,.3(10kA VS AnDW: QVALLTY AND SUBS7AN77ALLY FREE FROM WOW, ROOM WABK, AND OTHE EKTRA NOUS MATERIAL AND SHALL MEET ,MIN VOW RATION CONTEAIT: A x (atQTE I R.dal�A P tAreL A Af_Q' RESIGN CONTRACTOR 5w4LL CDAIDLIC'i ILNM Jig+4:�s'0Pd 7rM3 ON iT9M THE a�PILL OWING QUAL 'ST RE�QUFREIY ENTSd 3B P/P AS DE1TiERIMM ED BY HTIO '1519 OR A fir, SECTION 5-04.3f7)A1 IS SUPPLEMENTED ENTEirD WrM TI±E FYLNISNED PIMA MR,49M lC1702 AT ILOC+4't AM_ ( VD_5VA' PODDING AROCF-LRUR -f'E'Y'E—AW *4 Alttpw ,X14- 1PA0 FOLL@WMG FORPOROUS HIM., BYTHE E ENNW ty-EER. IYNEWLL'Y-RLALED iPNt1_f § .SKO-040 OE, UMF LOS ANGELES ?'SEAR, SOD REV V2- V.3-104 TO ACCSOMKODAT7E A AVVLiMM{R9lNRL RATION PATE OF I000 34% MAX— WS iOFTEST METHOD T 96 7:WL GR40I N0 R VI1R€NF-1Y ARE. THE ASPHALT BINDER FOR PHMA SHALL @f PO 7&22ER INCHES,AHC-I' L77F IT IE A41L1TYaP,AVW THATYLirt7�@ST_f0fd Aee. 55-0 POLYMER MODIFIED OR HIGHER !aRA9E: Bl+?YDL41R &'/3YN77:7eAT TESTS BE LL�A�PLE� ESE- RY' LSF LTfN€CL81f LOF �Y9tk1 aT E7EtiR'JAIiA71@LAP FACTOR THE GRADING RL�LGTRL�CIENTS U.S. 4 10-40 SHALL BE BETWEEN EFdst 6 L7 n AND 7.9% BY'LWYALL WEIFG r OF AND CONDD'UCTSEtP IN ACOSPhVMCf WJTN ASTIN CIML. 30 MIN., WSDOT TEST' METHOD T 113 U.S. Na a 0-2.2 TME at X, AND WILL BE T14€ MIGHEST PERCENTAGE THAT 5-1 t++E SZE % PASSING U.S. NLD. 40 P-13 ,PASSES BOTH THE DRAIN DOWN AND VOID RNUIREAMENTS IF THE MEASRAkE-0 _TPFMT&AT7ON LR4a I§ LCR kPf32R1LCLA 1.".@A0 10D US. NM 29a U -S TESTSAT Nf2ESIGN m eS GVRAT77ONS. THE fi_?AUER 0QNIENT INafflS Li1009 QQNL9V TADDITdONAL Fi04NAWT17074ft 30 %AS DEFERNIN€D BYAASHT•O 7.1'9 CRR A STM 029, 1- 95=100 TOLERANCE SHALL HE *0.5% DURING PRODLN-7701x/ 7ff rS AS IFOLLOWS ,ANN IMF WIN Tit€ PAYER M.tITRE=ON OF RODDING FRLOC'EiDURE V-2 25.50 TAE AGGkWAW S A) M=SF' V C4M'✓3Et3 STONE PLACEMENT THE PHMA" TOE YONTT&ACTOR SMALL ADJUST 7RAVEEL TWO TESTS VP5T%REAM AW 744'0 TPS§ lW NO, 4 0.10 wtir tP AAS A�ERCSwr 1CTC 4TER TwilkAF `NA 0N' TWO POAF� THE AGGREGAT€ TO M EGET THE MA KIMUM DR -AN DOWN TEST LDDPV NS IT,'R'EAM OF7',H4 IN1 iRdA4L 'TEST rLOCdATYN3MrIfS 6NA'L( O..E 7WE GRADING REQUIREMENTS ARE; No" B LI= 5 FACES ON TPW W, 4 SIEVE MW A9709, W-61 1 F TESTED IN REQUIREMENTS WII'C4MN THE RAND PROVIDED IN SECT70N TAKE N AT DISTANCES OF 20 fEET AW 440 ,IF,T,LET FE;5IXM OF % .FRACnME: 95 aGC IPPR 1s4MM'WI H FW FMO VARAnW AilI FOURES 9-0.3.& THE ADDIU01VAL 'TUTS SfBOM O REAV OE,5, C0,402C:'T SIEVE' SIZE °!a PASSING FOR AAST, TO T 2 ADDITIONAL TeS.rffL 5 OASTTREAM AND DOl16N$7TA N TO 2'-i'I2'" 100 ALL PERCENTAGESARE BY WEIGHT. • DRAIN DOWN SHALL BE 0.3 % MAXIMUM, ACCORDING 7O TPENFIFY AaR'FA TIO 18E RE"0Vr<D, IF TT1R'E,A1V4Ra QE 2"1 99-390 REd:1VCLED AASmar PwtE N'T m war LR'E mo IN AS7TM 06390=05. INFILTLCRAWON TRATE MS L655 TH,40 IXNTnRgp RVE AW 4-162- 35-73 AGGREGATES SHALL MEET I'�+L;E,YMEQ79RR&0VT51SCi7A P • VOID RATIO SHALL Of 16% TO 20/6 PER ASTM D3203 AT REPLACE AT THE DIRECT. ON Of THE EirVWAT-fR AW AT ND 1" 0-15 GRADING AND 90ALTTY WHEN AL40E0 AY HAOLVIG AFDC -SIGN =73'GYRATIONS, COST TOINE OWNER 162- 0-5 VEHICLES FOR DEUVERYTIO TI% S'7ir, AF7n NPMCOCErS'TIN ✓s YX DESIC05 FM 9'WMA 5149.4 Lag W ttTF ee 53 TO THE NO,, ILIA 0,3 TEMPORARY, STOCKPILES- ON ,SITE, LD,0)HN0 J N5TAR.LAT90PN, PRtD7t TLC TLdEER ON WASLrRMM4 EfATRE 09rFO RM TETE CONTRACTOR SHALL INCLUDE IN rH E SUBM17TAL MEASUREMENT % FRAMR_E: 95 AND AFTER MSTALLAT/OAN AND Ct NP,4 TW TO PRO+1BCT 26,0-0Q NA ITdV TAbf /ADu?TiTd ARL 9 # 4 7r T C TA REQUIRED LETTER FROM THE POLYMER—MODIFIED ASPHALT SUPPLIER S,ECUION 5.044 IS $WA LEIMMTW I .1m ro* ✓ rolt3",Yd1Q: SPECIFjIC4TI0n$.. PWMFAtBLE ,BA LLLAST MAMERMm3i PRAY BE BY PFH1$ $AE-01'PW4'iT.00* P"V+a7M AS A OW RWE THE RECOMMENDED MIXING DELIVERY AND CCOM„PAACTIION ALL PERCENTAGES ARE BY HEIGHT. CC9,NDITIORNALLYAAPPROVLSD BASED ON CON,TiRYACTUR &LAXP)_QKVFVrAt ATTAV4AMEWTr. TEMPERATURES. THE CONTRACTOR SHALL LDEERdMINE PhWA AS > 0-,22 ER rOA HIf3Yir'SR,) :5WALL BE MEASURES &I SUBMIM0 SitPxYPLED MA'TEARMLS (PRIOR PO DELIVERY TO THE AA9Td ,STRT P,Idb?G T3 ddI C1MEC Tw F ASR SHALL BE AN7 ;57RTIP REQUIREMENTS FOR PWMA AND PROVIDE DATA THE ,TiOLa TIOV ACCORD 44,dIE V1y ,S7ZCfrdIDN .T •?I9, g, W.4-Foi Nb 'THE AGGREGATES` SHALL MEET TME RFQUIl REMENTS FOR THE SM, FYNAL ACCEPAANCE WYILL ,BE R ED ON o-gNAA4 ERiCT T® Td R€A4"TX7SAbR>l�dtt+1. FOR Y1 R FOR, ANTC STRMPING. 7iif1=.+4a'-PHAL77C,1tiIPX SHALL Of JO$= DEDUCTNO.7Y1 BEING MAUL' rO)? LtVefCMT Of 695?mkt"A. Y'm -AEF GRADING AND QUALITY INHEN PLACE! IN Fd4tRUW ICICRNFDRNANCE'T'ESTIM7 iC.'TJAji' FrED ON It YA`Ni U441L TM4T .rR:"tB+EHA MMADk(MIA49 MY' *.:CfML APIC C�a-X'FE CLAEE OF DENSE FoR IT'S RESISTANCE TO STRIPPING ,BY WATER IN '#-3625. BINDER, BLEia?DWC 5APND, M I NFRAL FA@AE'A, K)71 AVF V0 VEHICLES FOR DELIVERY 70 THE SITE, AFTER PLACEMENT IN HAS BEffi DELI'VERIeD, INST;ALLL -0, AW CON PACrED ON ,SAME ACCORDANCE WITH ASTM IF THE ESn M1t7ED COMPOWNF IOF YTOr-10MA, IF'T"E CONMAC iOR IE,LYEGoTS '1T0 'T&WIRA>IRY, STOCKPILES ON SITE, DUPING SITE THE EXACT ,FOI NT OLF ACCEPTA NCE IIVftt BE GRADED hWA 0Z5TG`V FAD" TRE SAWS Z%ZTr.A7E NFATrERMALS S031ACe COATING AREA IS NOTABOVE 95 PERCENT, ANSI-STRIPPINO REM.ONE A'NDiR'F.P,LAC%F MT A 5 AtL8 OiViiE316V SEC sitaYa XNSTdALLATit7k AND AFTER INST4LLAT70N AND COMPACTED DETERMINED BY rHF,FNa1,rVFE4R, MA'7ERIiA4,L OUT OF AGENTS SHALL BE ADDED TO THE ASPHALT. CON RAC- TORR .5-04,3(l 3), TWE +f`MA'T0591AL PFR!RDY,�ED WL L MIT BE TO BYi#ULtE-GT SPECIFIC', MFONS. PERMEABLE BALLAST COMMORMAWE IVVfTO ZHE ,RRCIJ) ECT SPIMFICATIONS WIU 1G'Aill �dti9lCTdION lR9Egu6 r SHALL BE RESPONSIRL E FOR CONDUCTING G 7HE I+9€A.v�4%0- HATEPUAL MAY OF GPJ1ii0I7701NALLLYARPPROVED BASED ON BE REMOVED AND ,REPLACED A1'T'FHE CO NTRACTOR'S (ON 04..9 A,$$ WA'm Tim twLLOWtfiNG; ,AtNW -STRIPPING EVALUATION AND PJROV51DING A REPORT TO COffTRACT OR SELL;h TMO SAMPLED M47'EWLS PRIOR TO EXPENSE, ,B.E THE ENWNEER. AS SPECIFTEfD IN 5-04.2 (AMWE), PAYMENT ZELIVEARY TO THE SHE FINAL ACCEPTANCE WIU BE BASED 8-b#,312) 9ik77 Al 7At'SP1R912T 9tsTx If IAT7 Rf: Nh' ANTI -STRIP EVALUATION OF AN +EXISTING DENSE GRADED SECTION 5-04.,5' is 160ppa"WI IO LLR'kw ,row rawlW dZ: ON CO'LCLFO RMAANCE TESTING COMPLETED ON MATERIAL THAT ACCEPTANCE OFA GGRFG47E5 11t,C ,,SV AS PA M , 5Ry.a 7179ehis S ";0 I,$ XS �(d{ A EN"' TrEsO 96.'Nk TRF 'TN4.'n f%� P QIeY1Id4 HMA tiles THE SAME MAXIMUM NOMINAL AGGRxECaAW CT +#'SS HAS WEN OKIVERCQ, bNS7ALLEL,Iy AND UNDER N NSTATIS17 AL OR COMMERCIAL EVALMA77TYYNZ E IARnEfiwMr1 �8 [�€ A,4b BEFALL CAN BE USED AS THE BASIS FOR J17CPTI-SrRZP DOSAGE -POROUS "MAR CSL. ,1/,2 -,TN. ,�ws , M T= COMPA C7ED ON SITE THE EJrACT'POiNT S'IFAC'CEPTANCE OLD 1 c ISE fPREA 1M+L � #A-Qumm-, w T- t RATES, BILL, BE DETERMINE BY THE ENGINEER. NATEML OUT OF THE CONTAACT'OR':S SRdB1�MITTAL FON 'T#e AVUR TE 'THE UNIT CONTRACT PRICE PER 70V ' nXAPOUS HMA QL. COAFFLT MNCaE WnN THE PROJECT SPWFICAIT IONS WAL NPAnw ACL S'iNaL PROVIDE L'IESC72TPn, O N OF ,SAW4;NS Ai=V rANCE SA MPLING AND T.ESiING ^- HMA MIIII8APM (y,21S. PC 713=22EA ' SS`HALL SE FULL CCOMAIW597dt N FOP ✓�' REMOVED' AND REPLACED AT THE CONTRACTOR'S METT'IL:DOL Y,10SNEWY WHERE AND fY CW 'TFSPE X4"P4 E FIBiR d517FPi41 dSaPSiPPfW M SEC UON "4,.3(B)A IS :SUPPLEMENI EMD W�If DHE BALL COST � A17NO�LUDY NO ANTI-SMIPPAW; ADWaVF, PEEN, WAS f YDLLE;CriED, TO -FAIL WEIG.OT OF ,SA M PaD CIRLa: BSA, WHEN .ST.V6iY AODMWE PlMNPA FOLLOWING, INCURRED 7.0 CARRY DUr REQUAREMENES OFSECa 7d 5-03 A.ESCRIMON OF SAMPLE PPRCP11'RAI`TdOV PRZP.i;Et7,t M75 rIFNmow mo rA(GY -_ vis JAMA" R.3Ak4 d ;vw 5*VFICA,T10N), EXCEPT POP 7WDSY= COSTS PVC100 MD in OTOZA.1 5 AcCEP'TANCE OF AAGMEGAT€S SHAL4 WAS MOV14PEO UVM TOTAL w Loon •RTF ,A5u1mP,Ue :srievep C mnv SEPA14 RATLE F e1 D , TF. 9-r M --F5 Th.W py-L SWING COMMERCIAL EVALUATION WILL BE TME BASIS MR WfiC`R ARE U 1 ED X N THIS SffWE&A`�7N,APiP11 WWWW RONSl]ATIS7ICAL OR C171KA NCIAL EVALUAITIICIO& SIZE OISTRIBU77ON, AND 'TEST RE501725.. SAMP,LYd'N.6 AND (ILP a BE Rwjmw: ACCEPTANCE OF P 144gRRE,TrNCL9liIEiA 90a 'TfAE rPAIDP,CA�aAL PREPARATION SHALL L BE ,, OO1N MINFANCr= W LTi AS-ffANN OYr5 ACC`CORA' ,ASW' PA&Pmm"s EF wism IF n r� RFQUH _W ME +Cr'0'ILM4rr TLFLA,' S ,SUBMTIAAL FOR THE AGGREGLTE AND ASM IC'70. (QUA?NTTTW',rNM W' A9'.I E IN ,4yF.�P`r A MAL THAT' SPR6AIJ3TI G AND FiN75HZNG ENOWEERS (IOM _ KATERTAAL• SHALL PROVIDE DESGRMPTii ON OFSAMPLMNG (UWRRO WAftFZ SECTMIN S-04 3(9) IS SUPALE MENT€D AYrM THE 1, WD%E.$i; SE 25V-2n,�F METHODOLOGY, ICEN77FY WHERE AND HOW THE SAMPLE NO. I REVISION I BY removable watertight coupling or flange 2" min. T max. plate welded to elbow J with orifice as specified 0=+-43'�" 1.5 0 ELBOW RESTRICTOR 396.42 elevation per plans _ zn ' min. under pavement 16" max. rl 6" min. elbow restrictor, see detail pipe supports see Note 6 5elevabon---l' T �dutlet T 12 D �invert an 394.02 welded restrictor plate with orifice diameter as specified (not needed if for spill control only) o=0.6" frame & solid cover marked "DRAIN" with locking bolts see note 3 vertical bar grate for secondary inlet handholds, steps or ladder - 2' min. 394.02 nnit12.. .i � shear gate with control £ rod for cleanoutldrain 12" (rod bent as required for vertical alignment 12" with cover) v 12" SECTION A -A 2' min. clearance to any portion of frop-T including elbows 4 / C NOTES: / 1. Use a mimimum of a 54" diameter type 2 catch basin. 111 2. Outlet Capacity: 100 -Year developed peak flow. 3. Metal Parts: Corrosion resistant. elbow restrictor Non -Galvanized parts perferred. see detail Galvanized pipe parts to have asphalt treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. B. Climb -down space is clear of riser and cleanout gate. C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less 4'. 6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall. (maximum T-0" vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. 1/= angle as necessary see note 7 r min. PLAN VIEW additional ladder rungs (in sets) to allow access to tanks or vaults when catch is filled with water ti`tY G STD. PLAN — 237.00 PUBLIC WORKS FLOW RESTRICTOR DEPARTMENT OIL POLLUTION CONTROL W'71VVOI� TEE MARCH 2008 Q-G,HA�S m�- �z (7 U Z�G � Q- <T�H� ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Z LU Z pp Q LLjU O co W — V ZQ L 3 W<ZW � Z _ W Z W 08,07 gU 0 Q C O� GUY y�9 WASy/ Nt 1! 166 o t� Z 38950 p �� �NAEI�ENG\��, 6/11/2018 to to _^ n n n n a0 o o ID o 0 0 0 0 N 01 N "o 00 Ln 00 00 00 L0 L0 to to to _ ] Y Y Y Y Y Y Y Y jIr W W Y M W w w w z U-1 M. U-1 O W CLI U W t - O w N .7 z c O ILLJ t= LLJ � D d H Z �O O to W Z U W W O in CD O w li U ILLJ 3 Z U Z of Z > O J F- ;5 co o a Z W L) N 0' Z W W O Q U O O m L 3 N p af CL U N 0 0- NW g a M M Project #: 12740 AaareSS: 4815 NE 4TH AVE RENTON, WA RECOMMENDED FOR APPROVAL STORMWATER By: Date: DETAILS By: Date: Drowing No.: By: Date C21 of 25 By: Date SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 83/1 AS BUILT S TORAG E ONE ON 4TH EXPANSION DESIGNED: NA HORIZONTAL: NAD 1983/1991 >— C T Y OF KEH Permit NO. U15008468 FFIEELLDBOOK: DRAWN: RENT 0 N RDC/KEH ONE INCH DATUM DRAWING NO: CHECKED:AT FULL SCALE Planning/Building/Public Works Dept. KEH IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: JGH 4815 4 R-389618 I I I I N X X O U IY 00 00 n 0 U In a N 0 0 N 0) E \ 0 0 CD I O N V) 0 / O N i 1n O O O N i In 0) iT 141513OPM BYD fTEMONCIJDES S.DEwIVLK RN.IP&i r B'MNi VAR !T!I IfD IES_ Ltlll: IAIP #I'►•hG pRlva:wAr REo,lrleo 3e' ERPAN IM JOINT MP.[ S l'> 11RLM9GN 141kT jMP I I6EE &T`7 10D [9iPE STD AIwIi 1x71 GOrocRETE ' SIOEWLX 0 CONSTRUCTION DETAILS L WMR�iE'fF.. P DEPRESSED M( ;� � `� • CRIB 4 GUI`T1;R MME1tCrJ4..`p to L r1 Q I TWO PIECE CAST IRON VALVE ,per ,'rye • `` I I II � ROADWAY s�NDiER — ER SURFACE UT ER r f� 1 �tNl WITH REGULAR BASE SECTION L LENGTH TO FIT. O 04 N 2" RESILIENT SEATED ly- i�A/P GATE VALVE, SCREWED O _ 2" GALVANIZED 3wi CAP WITH GASKET PIPE 12" LONG 00 2" CLOSE NIPPLE - 2"x2"x2" TEE AND 2" CAP n _11 'fiIBi�4til�.-}iiL�f, S�n3'�1.4't�.d�p'1 AND 2" 90' ELBOWAND f a 1 0 00 . o'o oq,Qo 0o a . o.00 �oo.a:o 0_o' 2" 90' ELBOW INSTAL 4 MIL POLYETHYLENE 18"°- °o �000 I �,�r•1}�/� �11j mss•}' IRHE1 7 I \J�.7�0WE 1 E D o 0 04 0 Jtl rl° u i 3Ci I Y,t. faint filler along the driveway ienalinas r ee IX luz r�sfruct expansion Joints paralle(y__V Jhe - - ,'t,�p! 1_ tnaatlrl?�IT� BpacvMhen drlvexta,� ;rc4r±' AL 2 W Y = W Y R SED--ICIJR�DETAIL, 10 CU. FT. WASHED GRAVEL PASSING A7 kSkS1M_NTIAL 6Rt0MMERC D IVF kA_'f N5 ALi I;YS 1-1/2" AND RETAINED ON 1/4" 'GENE" NO�aSE aSE W Y FOR DRAIN �'IIpion '`1avl�itie+,uw�lk.tietalfl Iµ L= I I RAMP WY" I]H Iv { _ COIISTRLrfCEMF EE SEE NOT[ ]iT Y:DPI�f�IE � CUPA &OUT11FR = � ��k��;l � �'d Y�'7!. T 5LWE n"YP 1 I!= UO'M 31 �PILf�11�I'. SK 1A1kk"k P�1 i PUB CI WORKS - - W-19, - C N �N� U, 5-i' C0K RA(:Tr"J0RJT r W1 ! SEE SPLSII _ ( m � PLAN VIEW - z w 7 lv q srYOVVIS C / C7 a 0•MAx sIMIIaIFtI IEEE NOTE el &I��w('1►4� all, driveways to Include elevatlflrls Si all df y.... b©9th k# 9 W. All (elevations are at r Gr Zlmmrfman, Public Work$ Adminislrata' W i 54 A4.. S`F YYt3R A I1g1 �� � of z 7) O J—f, GEPP.96CpCLOWLJ9I.TER t O i�.irr, Rhd eeQ pi21VEWA1r STANDARDS 10IT "ll. rasion joints (see std plan 102) shall b6'. j EENENI LtlNCl1[R -•t'F�I. #RHD E31 L� � -kP ,.'��71oormsponding IsQn1wr-view, � 'JN06EeN+S LA'f1N✓yi'H7iJOAf iI�l ... soEwhLlt U) -PWM1LIM,11 s.v+nerwer�Ja ss ax � 4 y. ,;� T1S`R-303.2.1 er R303.2.2 or uidelines foT Accesslt tel'ub4 . „•. ao^€1s „ y _ • � . ; • • . • , .., _ • .... " - �t�1�,�ti Tf � a� (PRaWAoj. , - I U W LINE '' LIJ fi 511approved'on F_ Z O Ld (D L 6 QC Il9t►TIS _ tY�BG►xlT _ raffia sl+�''1w;8�. 1J�'�, �`�i��'�ltentartiTVtunklpalCade((#MC¢ �.�5'3>x P �P' s�'�'�- fz�mCPpment ftegutatlpns I For INCITES see STD. PLAN 104.2 tWI 41, EET WD UT'LITY 5TANOAM ICOris�-�3,�1`�EE'I' SFI�'AR05i i� �r, p pp ��p _ iI1T � ''�l1EFV�lY� IAiSI�f 04""Y' W* r 4 �. CIT' 'i �ectj i FAM=fi I # 1 t DgWrWAy I` IRECCi�'1-Q#1IS�L, STD. PLAN - 104.4 OM PUBLFC WORKS CEMENT CONCRETE DRIVEWAY U*{,x +, PSR ED DEPARTMENT G3BTRLkNC MA3CB WITH B�#J1=FETRj E tv ._...TI / LX1511NU Aal'Hi PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUIV 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIPgNTIAL STRUJ MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK L '7 n' LAIM P... NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS CURB AND GUTTER DEPARTMENT REPLACEMENT DETAIL w SM. PLt4I1T - 103 EXISTING WATER LINE PLAN VIEW TESTING DETAIL t8 FT U 1111IY■ri F III TrCC)i`1CRTEl {� FACE O.eAbI,6 Tit~ mJ rT FLUSH WITHFGUTTER. / ,:.PAN AT SIDEWALps RAMPENTRANCE' i Y� � Y ? J 4 P,.RE$S_EDt UI EC,4: I AT S OEWI►LK RAMPS D NEW WATER LINE VERTICAL CROSS(MJxFL) FOR PGLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFLU W/ CONC. BLOCK 3- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS I- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE Y PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.4 DEPARTMENT CUT IN-LINE TEE & THREE VALVES MARCH 2010 N0. REVISION L - I ICEIdENT CONCRETE 4; 1412 R I I (SIDEWALK RAMP OR — - t i, il$ Z"' ING� UE L ti i 910- l• ) ; . tO uIf 3/8" PREMOLDEIL JOINT FILLER I�4ftMtNT_ CONCFtEtE P,EDE STRI,�N CUR IMI�5IDEWRLKRAMP'SA26iI DING8 IFACE OF ADJACENT CURB 1 �SEEJDEPR ESS ED WAS* DETAIL'THWSWET I; tiI1 I - I, L ITOP OFI L •1 L _ 172" R ROADWAY!I C,a ; rp .-III I v-6, i Lw IiEPRF_SSE[D ICURB`SEGT,ION T ERCIALDRIRESIDENTIALIDRIVEWAYS ONLY. 1,1= R CCMAM:VEWAYS SEE STD PLAN 10112 L k'1 (1 �fL 611r F, I� ,, 6111, 1" 1 FA.C6'OF'ADJACENTCURB I TWO PIECE CAST IRON VALVE ,per ,'rye • `` I I II � ROADWAY EQUAL TO OLYMPIC FOUNDRY CO.I — ER SURFACE UT ER r GROUND LINE CONCRETE SIDEWALK 1 1(e J WITH REGULAR BASE SECTION L LENGTH TO FIT. O 04 N 2" RESILIENT SEATED ly- 2 1/2" NST (HOSE) GATE VALVE, SCREWED O _ 2" GALVANIZED - OT CAP WITH GASKET PIPE 12" LONG 00 2" CLOSE NIPPLE - 2"x2"x2" TEE AND 2" CAP n 2" CLOSE NIPPLE BEWTEEN TEE AND 2" 90' ELBOWAND 90' ELBOW. 0 00 . o'o oq,Qo 0o a . o.00 �oo.a:o 0_o' 2" 90' ELBOW INSTAL 4 MIL POLYETHYLENE 18"°- °o �000 I �,�r•1}�/� �11j mss•}' IRHE1 7 I \J�.7�0WE 1 E D o 0 04 0 Jtl rl° GRAVEL. CUT HOLE FOR PIPE od.°^o oo6 o a' - ,- 2 W Y = W Y R SED--ICIJR�DETAIL, 10 CU. FT. WASHED GRAVEL PASSING A7 kSkS1M_NTIAL 6Rt0MMERC D IVF kA_'f N5 ALi I;YS 1-1/2" AND RETAINED ON 1/4" 'GENE" NO�aSE aSE W Y FOR DRAIN y1 -� r 1 Sie-�tai2i lard -plana i 2 1>�'l Oi,'1110�`�:_ pagSla .Bnd.conitacllon Jdrlt,sp�, n9' W `1 Np1'•osed ELEVATION EorGOpressed MorlDipfilcDrly vaYCtlIlF6 GutIer15etllon see;S!Erjoi rd In H- �PILf�11�I'. PUB CI WORKS - - W-19, - C N �N� U, III __J R ED — D 1211' z w _. _ — 1 — — - — —~ — — Gr Zlmmrfman, Public Work$ Adminislrata' WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN 2" CLOSE NIPPLE f PLANTER OR CAST IRON BOX IN PAVED i OR CONCRETE AREAS. 2" CLOSE NIPPLE „ .. 2„ 90' ELBOW 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING PLAN ti STD. PLAN - 340.1 + :® ; PUBLIC WORKS 2" BLOW -OFF 7� DEPARTMENT PERMANENT ASSEMBLY MARCH 2010 SURVEYED: DESIGNED: KEH DRAWN: RDC/KEH CHECKED: KEH BY DATE APPR APPROVED: JGH SCALE: NA ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 'HECOBTRACII — l ` RaOr Diycl In' IralA'( rP.1Il '_',7,C�RURBNDTIH0.WEDINBID ttEMv SEE RAISED EDGE - _a'ItN) PREY3010E0 a •t'• •�� - I 1; 5" SIOEIVALK' , pP TAIL - TH SWIEET— ;JDGIT FKLER ALL EOT. MI - + (SEE CONTRACT( , ZICPES I .I-�1 I', ,' . ' " 'v Y 5'• ILL UfiB NOTJIJCLUOED iN B.IOrTI:M = t; , ,. 1^�- I • �• `J 1 IHI PRER10LDE0 - - •!Y FINISHED GRADE'I (1NI BELOW . JOINT FILLER = r �--• I j TOP OF CONCRETE SJRFACE - J10EPJl�(1CURBJ 1,-D. 1..0 11AM1� - IECARrTTT�cTI "�=; � � � 2_0'n � z,Y>_�'1 5% ' I t•• 'CURB NpT INCLUDEtl;1N SIU YTEI:4 +_ IIRIDOEOR-EDESTRAN, CpREMOIDEO ... _ - «'t t FARRIER` -'L1jiAl1lNGx ('JOINT FKLER- _ _ - 4DdACENT TO CURB_ !.(sTEEPFI.LSLOPESI BAFIFitEIt 'EEE' SIDEWALi( "n !L'ONTRACT PI - �ISEECONTRACTI , �LORBARR7EFI- L'- I SCEW&KI - tul1 CURBNOT INCLUDED IN BID ITEM._; 1 v RT cAL4YA - II OLOEDI p1 E D T ► - ER f — Ja1Mi 1LL 1- . ►' - I 4- JIM) PREIJOLDEO'. AO IACENT TO CURB AND RAILING J ! -:L- _BUFFERSTRIP( 546EWALK Is1E12E"NIINOITRE-1, 0.1..j`r I[VIiE' 0WAI:b=TAIL. I ITYP.1 . y- CURB NOT INCLUDED IN BID ITEM - — L - I I LFLI�ISMED GR0.0E I-pNJ BELOMt OF CONCRETE..r� L ,r J = L f � 4 4 EURFNCFFGRPLANnNC-�FLusNIFpIWEas - I B.'• _ AOJACeNT 8 FFE UST— A _ .. �... _-� — 4' WIDE SMOOTH +u r TROWELED PERIMETER (`EXTEND SIDEWALK TRANSVERSE EDGE + A F�DINTSTcjMICI{10€!llIISED CEMENTCONCAfE ClJptl__ (CURB AND GUI -TER SHOWNI NOT,INCLWDED IN BKI ITEM• — 0 t 1 ' oF,1N.0'CES'?se�0 �'IyAN_�104. 2. �0aved surfaces°must comply wUIT': t31Pi4N'I102;t blif r ��T�Ij,�1{., _ •a- COW ACTWNJOWi INBf0EWALKONLIE', rl iS- I � II �. • E • r > EXPARMONJOWrINII,_.,v ,• • . �Q, f0 • ,-1 ': ••?• 1p`•� �:'� � DURB AND s{DEWAIK (FEf Si Of IA 1011;1'_J. '• �P. .. . . IPREMO 31 LDED - JOINT ANFINISFI DINT ER "FILL 'Y - 1- jII 'DETAIL r•� •- I , I � � � �,E7lpA�JSION JOINT � ;CONTRACYIDN JOINT T(1 iYcKN1Nhl B1 ti DEPARTMENTi I'0100 WA LLK --1 �� — — — — Tf 1 regg Zitilmerman; �ubifc Warks Adminif116_r VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C TY OF RENTON DATUM Planning/Building/Public Works Dept, RECOMMENDED FOR APPROVAL Q-014 A(S \ / O CI Q` <T�HC ENGXX% 1 215 72ND AVENUE SOUTH KENT, WA 98032 (4 25)251-6222 (4 25)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, S iVEYING, ENVIRONMENTAL SERVICES uJ � C) Li co 0 r Q 111 � QZW uz w u cin co58, C Y n 7 1 GUY y(� ISO �� WASy�B � 38950 p �4 SSFO /M T 4.R�'G\��. 0 N N E A j1 VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090) EQUAL TO OLYMPIC FOUNDRY CO.I O GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION, 6" MAX.I — WITH REGULAR BASE SECTION LENGTH TO FIT. O 04 N 2" RESILIENT SEATED (D 2 1/2" NST (HOSE) GATE VALVE, SCREWED O AND 2 1/2" FNST 2" GALVANIZED - OT CAP WITH GASKET PIPE 12" LONG 00 2" CLOSE NIPPLE 00 2"x2"x2" TEE AND 2" CAP BETWEEN CAP OR PLUG 2" CLOSE NIPPLE BEWTEEN TEE AND 2" 90' ELBOWAND 90' ELBOW. 0 00 . o'o oq,Qo 0o a . o.00 �oo.a:o 0_o' 2" 90' ELBOW INSTAL 4 MIL POLYETHYLENE 18"°- °o �000 I PLASTIC COVER OVER WASHED D o 0 04 0 Y GRAVEL. CUT HOLE FOR PIPE od.°^o oo6 o a' 2 W Y 2 W Y = W Y 10 CU. FT. WASHED GRAVEL PASSING W `1 1-1/2" AND RETAINED ON 1/4" MESH W Y FOR DRAIN W `1 W `1 ELEVATION ti STD. PLAN - 340.1 + :® ; PUBLIC WORKS 2" BLOW -OFF 7� DEPARTMENT PERMANENT ASSEMBLY MARCH 2010 SURVEYED: DESIGNED: KEH DRAWN: RDC/KEH CHECKED: KEH BY DATE APPR APPROVED: JGH SCALE: NA ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 'HECOBTRACII — l ` RaOr Diycl In' IralA'( rP.1Il '_',7,C�RURBNDTIH0.WEDINBID ttEMv SEE RAISED EDGE - _a'ItN) PREY3010E0 a •t'• •�� - I 1; 5" SIOEIVALK' , pP TAIL - TH SWIEET— ;JDGIT FKLER ALL EOT. MI - + (SEE CONTRACT( , ZICPES I .I-�1 I', ,' . ' " 'v Y 5'• ILL UfiB NOTJIJCLUOED iN B.IOrTI:M = t; , ,. 1^�- I • �• `J 1 IHI PRER10LDE0 - - •!Y FINISHED GRADE'I (1NI BELOW . JOINT FILLER = r �--• I j TOP OF CONCRETE SJRFACE - J10EPJl�(1CURBJ 1,-D. 1..0 11AM1� - IECARrTTT�cTI "�=; � � � 2_0'n � z,Y>_�'1 5% ' I t•• 'CURB NpT INCLUDEtl;1N SIU YTEI:4 +_ IIRIDOEOR-EDESTRAN, CpREMOIDEO ... _ - «'t t FARRIER` -'L1jiAl1lNGx ('JOINT FKLER- _ _ - 4DdACENT TO CURB_ !.(sTEEPFI.LSLOPESI BAFIFitEIt 'EEE' SIDEWALi( "n !L'ONTRACT PI - �ISEECONTRACTI , �LORBARR7EFI- L'- I SCEW&KI - tul1 CURBNOT INCLUDED IN BID ITEM._; 1 v RT cAL4YA - II OLOEDI p1 E D T ► - ER f — Ja1Mi 1LL 1- . ►' - I 4- JIM) PREIJOLDEO'. AO IACENT TO CURB AND RAILING J ! -:L- _BUFFERSTRIP( 546EWALK Is1E12E"NIINOITRE-1, 0.1..j`r I[VIiE' 0WAI:b=TAIL. I ITYP.1 . y- CURB NOT INCLUDED IN BID ITEM - — L - I I LFLI�ISMED GR0.0E I-pNJ BELOMt OF CONCRETE..r� L ,r J = L f � 4 4 EURFNCFFGRPLANnNC-�FLusNIFpIWEas - I B.'• _ AOJACeNT 8 FFE UST— A _ .. �... _-� — 4' WIDE SMOOTH +u r TROWELED PERIMETER (`EXTEND SIDEWALK TRANSVERSE EDGE + A F�DINTSTcjMICI{10€!llIISED CEMENTCONCAfE ClJptl__ (CURB AND GUI -TER SHOWNI NOT,INCLWDED IN BKI ITEM• — 0 t 1 ' oF,1N.0'CES'?se�0 �'IyAN_�104. 2. �0aved surfaces°must comply wUIT': t31Pi4N'I102;t blif r ��T�Ij,�1{., _ •a- COW ACTWNJOWi INBf0EWALKONLIE', rl iS- I � II �. • E • r > EXPARMONJOWrINII,_.,v ,• • . �Q, f0 • ,-1 ': ••?• 1p`•� �:'� � DURB AND s{DEWAIK (FEf Si Of IA 1011;1'_J. '• �P. .. . . IPREMO 31 LDED - JOINT ANFINISFI DINT ER "FILL 'Y - 1- jII 'DETAIL r•� •- I , I � � � �,E7lpA�JSION JOINT � ;CONTRACYIDN JOINT T(1 iYcKN1Nhl B1 ti DEPARTMENTi I'0100 WA LLK --1 �� — — — — Tf 1 regg Zitilmerman; �ubifc Warks Adminif116_r VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C TY OF RENTON DATUM Planning/Building/Public Works Dept, RECOMMENDED FOR APPROVAL Q-014 A(S \ / O CI Q` <T�HC ENGXX% 1 215 72ND AVENUE SOUTH KENT, WA 98032 (4 25)251-6222 (4 25)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, S iVEYING, ENVIRONMENTAL SERVICES uJ � C) Li co 0 r Q 111 � QZW uz w u cin co58, C Y n 7 1 GUY y(� ISO �� WASy�B � 38950 p �4 SSFO /M T 4.R�'G\��. 0 N N E A j1 6/11/2018 O O 04 O 04 N O (D O O O - OT N 00 to 00 I 2 W Y 2 W Y Y uJ W Y uJ W Y 2 W Y 2 W Y = W Y W `1 W `1 2 LJ Y CD O' W Y W `1 W `1 W `1 In H- z w W u% of z 7) O O � U) > U W LIJ F_ Z O Ld (D LLJ � O 0' U) O o a Z z O U In Lu W M. Lf) O O U D W m Q O U Lu U W Z L, z Z OJ W WWw U a W > Z -) ;5 t/ 1 Lu w Of z F -- — O O N m I H O Q p CLI O F_ U N O O O O a m N LLJ ga > O] a a Of CE CE CE z O v- to (O n DD a) Project #: 12740 Duress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION By: Date: DETAILS By: Date: Drawing No.: By: Date C22of 25 By: Date DATE: AS BUILT S TORAG E ONE ON 4TH EXPANSION Permit NO. U 15008468 FIELDBOOK: PAGE: DRAWING NO: 4815 NE 4TH AVE R-389619 W Q z U W O IL 00 19 00 O OJ U V) 7- Q N O 00 0 N a� E 0 0 0 I 0 v N C) 0 / 0 N 1-1 1n O O 0 N iv L.L N ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH e' PAIN.--�J•,` ��_ }�-- fit' __err_ _�'r - •'t_r" r� - � 24' M IN, 2:1 SLDPES A i I T-0' ROCK L - THE DISTANCE SUCH THAT PCINTS A AN D B ARE OF EQUAL ELEVATIQN _ Tv NOTES 1. CONDITION OF USE 1,1, WERE ODNCENTRATEDRUNOFF FROM DISTURBED AREAS TO AND FROM POND5OR TRAPS, 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIM ENT DEPOSITION OF MORE THAN 4.5 FEET SHALL BE REMOVED SO THAT 'I'HE CHAN NEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY, 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OFTHE BEDAND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. STD. PLAN - 217.40 als ; PURISC WORKS CHECK DAMS SPACING AND � IR P1A, PARTAIEN I CROSS SECTIONS 1LiRLII 21)08 TESC DETAILS JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2'x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL 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. AOS (ASTM 1)4751) 30-100 SIEVE SIZE (0.60-0.15MM) FOR SILT FILM 50.100 SIEVE SIZE (0.30.0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM 0451) 0.02 SECA-1 MIN IMUM 180 LBS. MIN. FOR EXTRA STRENGH FABRIC GRAB TENSILE STRFNCHT {gSTM 1)4632) 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION A5T404632) 30%MAX. ULTRAVIOLATERESISTA NCEIASTAD4355) 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:1 V 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. Y o STD. PLAN - 214.00 PUBLIC WORKS SILT FENCE ��TU$ DEPARTMENT N MARCH 2008 PRELOAD PAD TEMPORARY "Vn DITCH NOT TO SCALE m �X�S'��NGRop9 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS 12" MIN. THICKNESS DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -O -W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF NOTES \ INGRESSIEGRESS AREA 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 STRESNGTH OSTM 1)4751 6' MAX. GRAB TENSILE ELONGATION ASTM 04632 30% MAX. POST SPACING MAY BE INCREASED 400 PSI MIN. TO W IF WIRE BACKING IS USED 20-45 (U.S. STANDARD SIEVE SIZE) 2'x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL 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. AOS (ASTM 1)4751) 30-100 SIEVE SIZE (0.60-0.15MM) FOR SILT FILM 50.100 SIEVE SIZE (0.30.0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM 0451) 0.02 SECA-1 MIN IMUM 180 LBS. MIN. FOR EXTRA STRENGH FABRIC GRAB TENSILE STRFNCHT {gSTM 1)4632) 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION A5T404632) 30%MAX. ULTRAVIOLATERESISTA NCEIASTAD4355) 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:1 V 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. Y o STD. PLAN - 214.00 PUBLIC WORKS SILT FENCE ��TU$ DEPARTMENT N MARCH 2008 PRELOAD PAD TEMPORARY "Vn DITCH NOT TO SCALE m �X�S'��NGRop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ti`�Y a PUBLIC WORKS STABILIZED STD. PLAN — 215.10 � Nls$ DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 u� z 0 Li Q�-G,HA�S m� �z n U 2�G � Q` <T7NG ENG�N�tG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES zw O CO < 0 w ~ 0- Lu qqTO 5Cl)Q zaw� 0-zw z�� wOc~nw 0 Q O� GUY y�9 w -� A !� S t� Z 1p 38950 p �4 SNA EI � 6/11/2018 EO EO ^_ I� ^ ^ ^ o0 NCN CN CN CN O) N 00 LO 00 CN 00 00 If LC L\0 L\0 L\0 W W Y W W W W W (n Z w w of 0 w D' U w O N w N Z 0 w O 0' w In � d � O Z Z Z H- O U) Lu CD Z U w 0O 0 m O LLJ _J � U w_ Q U It w= O 3 w z w LLJ O J Of 2 of OU a- w Z LLJ Lzi C) �_ N W W Z Q Of 51 w - O O O m E 3 N p w d U (n m C2) C2) O d J H L w w w w W o Q ammmmumul Project #: 12740 ress: 4815 NE 4TH AVE RENTON, WA RECOMMENDED FOR APPROVAL TESC By: Date: DETAILS By: Date: Drowing No.: By: Date C23 of 25 By: Date SURVEYED: SCALE: DATE: NA VERTICAL: NAVD 1988 83/1 AS BUILT S TORAGE ONE ON 4TH EXPANSION ION DESIGNED: HORIZONTAL: NAD 1983/1991 C TY 0 KEH Permit NO. U15008468 PAGE BOOK DRAWN: � RENT 0 N RDC/KEH I ONE INCH DATUM DRAWING NO: CHECKEDKEH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED:SCALE ACCORDINGLY SHEET: OF: IGH 4815 NE 4TH AVE R-389620 W Q z U LLJ O E RTANQARD BTRENOTH SPATE FILTER FABRIC - C4TCHBASIN NOTES 1- GUNDITIpN OF IUSE 1 1, SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOVAISLOPE AND WITHIN 50D FEET OF A 1)ISTUREED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A 8EDIMEN7 POND OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANTS DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTINC3 DRAINAGE AREA MOST NOT DE LARCdER THAN 1 ACRE, 2. DES113N AND INSTALLATION SFECIFIGATIONS :,1. FILTERFABRIC13ONLNALLOWEDWEREPOINDING441LLNOTBEATRAFFICCONCERRAfdD'AriERESLOPEEROSIONVALLNOTRESULTIFTHE CURB IS OVERTOPPEDBY PONDED WATER, 2.2. THE PLACEMENT OF A -ILTER FABRIC UNDER GRATES IS GENERALLY PRCH151TED AND THE USE OF FILTER FABRIC OVER GPATES IS STRICTLY LIMITED AND DISWURI[iED- 3. MAINTENANCE STANDARDS 3.1, ANY ACCUMULATED SEDIM ENT ON OR AROUND I NLET PROTECTION BRALLBE REMOVED IMMEDIATELY: SEDI MENT SHALL Nar BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED 0 AS FILL ON SITE OR HAULED OFF SITE. - SM. PLAN— 216.20 PITBTTC 51ORWS FILTER FABR1it PROTECTION �= �y llLYAX 11lLr, l 1 �L- PR II 2008 B' MAX- DRAINII GR4 € fiRlld f GN4T7ME SEDIMEW AND DE IF y FF! v OVERPLOW BYPA29 r B€LMIJIN EET+ TLEp€4+11r�E FILTERED ,r V � m 9ECTFQN 1VIEW DRAINAG€GRATE _ - REG'TANGULAN GMTE SHOWN KETRiIEVAL SYETE]I,I MR; L. e BELOW INLET GMTTE DEVCE,� i WFLCW XYLPASSOYPJ k � i r A - r �f IFIEW MOTES 1. SIS the BeI11 w Irrk4 Grafi Devkm (BIIGD) fcwft sI wateTstru tvAll mrvke. 2. Tho SILO shall hwa a hwiittrn hlg�-ft v rallof ern fcv%mM w byposej, 3. The rotrlrral spm mmallTrnw Walnut dOn BIGD w tl uit sp llf-ng rYre omoum mawrlal. 4_ Pfl[f m i iRifitk "MCA in Alaffly anng wifft sm-ld"apkimmom6 i31.3i`5�- PUBLIC -00-LIK-R CATCH 13ASIN FILTER STD. PIAN — 215.30 DE:PARTMENTl' CdA lMla` RCLai� 2008 TESC DETAILS T�} FREdEFli FLCii'T�. _ - � f AROUND SID 7�.E p� C LEh } g 7p 'Til4Es'T71E' Llk��i IM .5rbhl lc.-`_ __ -= _ � ----_ • EMES/PILL�AV ERFL4W ----_` POND LENGTH I NF _Q0 - - _h - l3' $I�7 FEry�p� F(�tIIVALENTDMLIER 1 RI9Ef�PIPE :'�yy pQoq HA�pE p�IrJgiLg��t� LEVEL S+�PRER W R13ER PIPE CREST OF B' MIN. YAO TF fPRIWPAL$PILLWAV) EMERQENC,Y$PILLWAY } OPEN ATTOPCK WITH TRASH RACK > ------- f - [�'�' `yam T QEWATERINQ D@lICE �F (SEE RISER DETAIL) ��.__ i ---------- a -_=� LII x -------- ----------