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HomeMy WebLinkAboutzR-4236setM I I 0 w U) Lu w a SW O�pV WAy � Lu a 121NS� z SW Of I-405 1-405 S 15TH $ 1 SW16THST SITE a z O > Ofm Q } G < J ¢ D > Of CP ♦ I\I W Lli SW 19TH ST VICINITY MAP (N.T.S.) APN 3340403605 1402 MAPLE AVE SW INDEX TO SHEETS: CIVIL Cl OF 8 C2 OF 8 C3 OF 8 C4 OF 8 C5 OF 8 C6 OF 8 C7 OF 8 C8 OF 8 APN 3340403615 1420 MAPLE AVE SW COVER SHEET OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., CITY OF RENTON, KING COUNTY, WASHINGTON 0 10' 20' 40' SCALE: 1 "=20' INDEX TO SHEETS: TRANSPORTATION COVER SHEET TS-01 OF 5 ILLUMINATION, RRFB, PAVEMENT EXISTING CONDITIONS SURVEY MARKING, AND SIGNING PLAN T.E.S.C. AND DEMOLITION PLAN TS-02 OF 5 NOTES AND DETAILS T.E.S.C. NOTES AND DETAILS TS-03 OF 5 NOTES AND DETAILS MAPLE AVE SIDEWALK TS-04 OF 5 NOTES AND DETAILS IMPROVEMENT PLAN AND PROFILE TS-05 OF 5 NOTES AND DETAILS ADA ENLARGEMENTS CONSTRUCTION NOTES AND DETAILS IL-01 OF 1 PHOTOMETRIC CALCULATIONS CONSTRUCTION NOTES AND DETAILS I I APN 3340403625 APN 3340403635 1420 MAPLE AVE SW XXXX MAPLE AVE SW MAPLE AVENUE S.W. APN 3340403805 1415 MAPLE AVE SW � I I W ° ______________________ as APN 3340403890 316 SW 16TH ST i LEGEND: CAUTION: UTILITY CONFLICT NOTE: SURVEY MONUMENT PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CATCH BASIN THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH EX. POWER VAULT © OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE ,� UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. EX. POWER POLE PROPOSED STORM DRAIN FLOW ARROW THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING >_ = ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY EX. JUNCTION BOX ® PROPOSED STORM DRAINAGE LINE VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PROPOSED SANITARY SEWER LINE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN EX. CATCH BASIN (CB) PROPOSED SANITARY SEWER CLEANOUT CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH EX. CATCH BASIN ( CB) TYPE 2 OI CONSTRUCTION. PROPOSED Am( FIRE HYDRANT�ITj EXISTING TOPOGRAPHY/SURVEY INFORMATION NOTE: Cn EX. SANITARY SEWER MANHOLE (SSMH) O PROPOSED WATER VALVE :�E Q �v• LIMITED TOPOGRAPHICAL SURVEY FOR PORTER WAY DATED APRIL 26, 2022 PERFORMED BY EX. WATER VALVE (WV) PROPOSED CONCRETE BLOCKING MATTHEW ABBAS (REG. NO. 20109892) OF BARGHAUSEN ENGINEERS. OFF -SITE DESIGN HAS CD o EX. WATER METER ® BEEN BASED ON THIS SURVEY. PROPOSED 90° BEND CAUTION: EX. SIGN EX. WATER LINE — -w- _W_PROPOSED SPOT ELEVATIONS 300.48 SURVEY MONUMENT PROTECTION NOTE: N PROPOSED CONTOURS------150------ CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON EX. SANITARY SEWER LINE N STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY EX. STORM DRAINAGE LINE SD PROPOSED SAWCUT MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. E APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR 0 PROPOSED PAVEMENT PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT EX. TREES OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. EX. POWER OVERHEAD P(OH)— WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES EX. CHAIN LINK FENCE " o4 ° ° PUBLIC LAND SURVEY OFFICE o PROPOSED CONCRETE ° 1111 WASHINGTON STREET S.E. EX. HOG -WIRE FENCE El El 6 P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 o 0 1 N EXISTING SPOT ELEVATIONS x UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF EXISTING CONTOURS 6 THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. L Q r7 N BENCHMARK 1 CD 1 REVISED PER CITY OF RENTON 1 /24/23 REVIEW cl� DATUM N W n HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88 Z NO. REVISION J � U- L_ DEVELOPER BLUE ORIGIN 21601 76TH AVE S KENT, WA 98032 PHONE: (253) 437-9300 CONTACT: RYAN LUNDBERG EMAIL: RLUNDBERG@BLUEORIGIN.COM ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: DAN BALMELLI, P.E. EMAIL: DBALMELLI@BARGHAUSEN.COM SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: MATTHEW K ABBAS, P.L.S. EMAIL: MABBAS@BARGHAUSEN.COM SURVEYED: BCE DESIGNED: TDM DRAWN: TDM TDM 2/22/2 CHECKED: DKB BY DATE AP P R APPROVED: DKB .M. IU II I ARCHITECT LANCE MUELLER AND ASSOCIATES 130 LAKESIDE AVENUE, SUITE 250 SEATTLE, WA 98122 PHONE: (206) 325-2553 FAX: (206) 328-0554 CONTACT: KATHY NAGLE EMAIL: KATHY@LMUELLER.COM GENERAL SITE NOTES: 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING o WORK. w 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL ro J EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER o > THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION o VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. Q EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE w OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF � PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT Q BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE — — CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST T OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND O TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" O REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT O HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. N N 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, Q 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 COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT J NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY r BARGHAUSEN CONSULTING ENGINEERS, INC. 00 T 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS, INC., PRIOR TO ANY CONSTRUCTION C) STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN O WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS O BY BARGHAUSEN CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. N N K. Bq� pF W A OP , cn z 25672 <zF ECG A L 2/22/23 V E V L � 4-J t .� N LLI � N 'on 00 N NQ� N V) � � CY) 0 N C I.!) CO CD � mV 00� o > oQ SCALE: 1 n-200 HORIZONTAL: NAD 1983/1991 - PR C TY OF RENTON ONE INCH DATU M Nkw AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 00 �z J zo 0 a C2 (/) N U R-423601 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 01 Scott Warlick 4/7/2023 co i i REGIONAL FIRE AUTHORITY ��NT�ti CV cthomas 04/10/2023 �NflEEp \ DATE: Z COVER SHEET FIELD22/2023 m BLUE ORIGIN RENTON PAGE:--- ROAD IMPROVEMENTS DRAWING NO: INTERSECTION OF MAPLE AVENUE S.W AND 22334 Lu v S.W. 16TH STREET, RENTON, WA, 98057 SHEET:C1 OF: 8 a N N / L 0 c E 6 a 'J' Sw GRPDY WPY a SW 121N ST ui ui � 1-405 S 15TH ST N SW 16TH ST SITE W Q 3 (N p of W � J rn I w Ln nN `CJ SW 19TH ST VICINITY MAP (N.T.S.) Ln w CD CDQ 0 �J CD CD a r7 Q Z CD a- TWP. 23N R.5E INDEXING INFORMATION N.T.S. 'n w �Q 0 �J CDa- zo Q� EXISTING CONDITIONS SURVEY OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. I III I I I CITY OF RENTON, KING COUNTY, WASHINGTON GATE I Dip GAS In GATE PAINT MARK I TRACK s ^ G 0 10' 20' 40' �zs 1 I �; I I I Z ---woman�I r I N SCALE: 1 "=20' I N I � CONIC FENCE w W/BARBED WIRE ° N 5 o� � co ca ®� � CB STD GRT coQ �Q C) RIM=20.54' o � ®� I 12" CNC S IE=18.49' x m �Q �x z� N m ss I ° o �Qx QN o I I/ O z _ � N i~ N Q W I SO CIS as II POWER ���u METER POWER GAS CB STD GRT CABINET METER � ��� RIM=18.95' � s SURVEYOR'S CERTIFICATE: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF APRIL 15, 2022. ° a ° Ia ° MATTHEW K. ABBAS, P.L.S. WASHINGTON REGISTRATION N0. 20109892 a ° i MABBAS®BARGHAUSEN.COM ° °I ° ° ° I ° I ° I LEGEND I I I (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) ° ° SDMH, 48" STRUCTURE SURVEY MONUMENT (AS NOTED) RIM=21.09' SECTION CORNER (AS NOTED) ° 12" CNC N IE=18.17' ■0 SET REBAR/CAP (LS#XXXXX) 18" CNC E IE=17.67' o FOUND REBAR/CAP (AS NOTED) 12" CNC S IE=18.08' 18" CNC W IE=17.73' ❑ SET 2"X2" HUB/TACK LINE STAKE ° I 0 MAG/WASHER OR LEAD/TACK (AS NOTED) BENCHMARK a I CB STD GRT LUMINAIRE (LUM.) ° IRIM=20.50' [❑ YARD LIGHT 12" CNC N IE=18.62' ORNAMENTAL LIGHT TRAFFIC SIGNAL LIGHTS GUY m a ANCHORS ❑• POWER METER SSMH, 48" STRUCTURE 8" PVC W IE=17.41' I o / \- CB SOLID LID, TYPE 1 RIM=20.76' -0- POWER POLE (PIPES UNDER WATER) I y 1 I ® RIM=20.91' CENTER 8" PVC CHANNEL NE=15.37' CB SOLID LID ,= TYPE 1 JUNCTION BOX (AS NOTED) s� ° 12" CNC N IE=17.38' CENTER 8" PVC CHANNEL S=15.36' POWER Q` $ RIM20.16 CB SOLID LID, TYPE 1 CABINET I d I TELEPHONE MANHOLE 12" DI S IE=17.51' CENTER 8" PVC CHANNEL W=15.37' 8" CNC N IE=17.64' CB STD GRT / TEL. RISER III ° I CATCH BASIN (CB) 12" DI W IE=17.33' 12" PLUG N RIM=19.65' m v a ( ) 8" DI E IE=17.74' DISTURB GROUND o RIM=19.46' 8" CNC N IE=17.44' I d •� I N I 0 STORM MANHOLE (SDMH) 8" CNC S IE=17.69' 8" DI W IE=17.79' � � ' ,CaNl (aNl r( c) r(uc) 6" DI W IE=17.92' 8" PVC E IE=17.43' I 7 ® cl ''•" i I I Q SANITARY SEWER MANHOLE (SSMH) 3 8" PVC W IE=17.37' �, 3 ------------------------------------- - o CLE NO NO -------------------- -- _ (PIPES UNDER WATER) (oNi -� (an)l� an 1 an 1 T(uG) Njl -------- --- -- I �- r(ec) a (o�)i (qNl ----------------- (on)._ (0°1 v ° I GAS METER ------- �� a ----------------------------------------------- C NL (aNi T(jc) �a�i (a�)1 - a� _ --- - --------- I a I p ° FOUND 1 1/2" FLAT BRASS DISK _ D4 GAS VALVE ------(��1------(aNl ----- ��Nl------�an)1 ----- (aNi 3 T(uc T(UG) _ �~ _ MAPLE AVENUE S.W. _o y o I ? 1 y I M - ,�j, M - M ~= �--- rn I I = _ Iv M ��1Y1 M M M- M- M- M- M- M- M- -a- M-M-M-M-M-M- M-M-M-M-M-M M-M-M �'-�-M- N01'21'26•E N I I� M-M-M-M-M-M-M-M-M M I I y OS - OS - as - aS S - OS - aS - 1`r`L - - _ -M -M -NI^ �i -N L-111 M /� (IS as as -as -as -as -as -as -as -as -as -as -a - - - 17 �s-}as-as-a as as-as-as-as��s-as- as-as-as-as-as-as-as-as- I S 3 ° as SSCO S - i2 N �� /j a SS-SS-SS-SS-ss-SS-SS-SS-�s-SS ass �ssl-ss-ss-Ls-Sag-2ss�ss-ss-ss-ss-ss-ss-ss-ss-ss-ss-ss-ss-ss-ss SS SS C POWER POLE --a-a-a-a- - -- ss ss- ss-ss-ss-ss-ss -ss- SS SS =a - -a-a- --- a > ? > 0� ----------------------------------------------- - a----� ---- �_ - n - - c - - s s cn ----------------- 7 K(-I)d (Ho)d--��'--- o � GAS MARKER(HO)d � --� -CO �- - a----� --�- I (HO)al - ---POWER a� a_-_�_-aaaaa aa-a aaaa a �'�� POST ------ -- 0 a a a a --�1�a 0 0 9 9 0 9 0 ° o a HO)d (I�)d (HO)d (HO)d (HO)d (HO)d �0)d ° c� ° ° a CABINET (on)d (on) (on)d (on) -- - o o e �, s o o a a o o'- To o v, o of - 1 a 4 ( Ib (H(4)d N "y)d (Ho)d (oNd (and (s�ljd . a-_--- o n)d --------� ��-�--- - 0 0 0 �21�-� 21� ° ° a ° F-�� °a lH0)d (Jn)d a on (a up (a Zan7d -�on)d - ° �° ° x R�trTa- +•-iA Ho (Ho)d (HO)d_. lg_- (an)d (an).d (an)d (on)d a a G ° �I 7a-L_��Tbhld -_ )d (wo)d (Ho) - - ---- - -- angel an)d_ (a�n� (an)d N > N� (an)d P(uc) GATE = v o� and o ° ~ d �l (an)1 (_,l (�Nl - , �aNl (an' (aNl ----(aNl---- - (aNl x x - x - �..1 (Hb) a ova- v,Y23 an� o o d o)d (an� o)d o SENSOR �� o of and d 21 a GATE -• x.. _ .x - x x x qj �22 I �s �22j Q`ql CB STD POWER BOLLARD -GATE : - x ° ° s. 00 22� \ a CABINET "BD" (TYP.) CB STD GRT TEL. VAULT I N RIM-19.92' RIM=19.08' "TV" (TYP.) I �� • Y, I F - 6" DI E IE=17.92' CONC. GATE a \ c �y 8" PVC E IE=17.48' SSMH, 48" STRUCTURE MASONRY SENSOR o POWER - s WALL RIM=20.80' CABINET ° POWER POLE CENTER 12" PVC CHANNEL N=14.03' W/DROP LINES & CENTER 12" PVC CHANNEL SE=14.10' SIGN J / 5° 1`o o LOT LIGHT I 2 YARD LIGHTS s- s s� �� ON 24" BASE TEL. MANHOLE CENTER 12" PVC CHANNEL W=13.73' � a 0 o I sA �n "TM" (TYP.) UNKNOWN VAULT ° ° 5 CULVERT, 10 s POWER UNKNOWN VAULT WITH DIAMOND PLATE GATE CONTROL 12" CMP NW IE=19.74' CULVERT, MANHOLE WITH DIAMOND PLATE POWER SDMH, x PANEL ROCKERY 9" DI W IE=19.93' ROCKERY CABINET RIM=22.02' SDMH, 54" STRUCTURE 18" CNC SE IE=19.20' I RIM=22.71' 8" CNC S IE=19.64' x V SDMH, CONTROL STRUCTURE 12" CMP N IE=17.34' 16" PVC W IE=19.20' RIM=22.99' 12" CMP SE IE=17.26' (PLUG NORTH) 12" DI E IE=17.40' 33" CMP W IE=17.26' cp 0 33" CMP W IE=17.31' CB STD GRT x i UJ II ° 12" CMP S IE=17.31' RIM=20.93' S. PIPE GATE VALVE=17.42' 8" CNC N IE=19.19' N W S. PIPE ELBOW=19.84' S. PIPE ORIFICE=19.74' TOP CONTROL=20.51' Lf) W WATER METER I x BOTTOM CONTROL=16.45' CD co "WM" (TYP.) 1rn > 00 y r V / M CD Q �) E1 O W 1 1 cy Q C) u zz Q n__ L SURVEY INFORMATION HORIZONTAL DATUM: HORIZONTAL DATUM FOR THIS SURVEY IS WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE NAD 83/2011 PER GPS OBSERVATIONS UTILIZING THE WASHINGTON STATE REFERENCE NETWORK. VERTICAL DATUM: VERTICAL DATUM FOR THIS SURVEY IS NAVD88 AS ESTABLISHED BY GPS OBSERVATION UTILIZING THE WASHINGTON STATE REFERENCE NETWORK WITH NGS GEOID 2012E LOADED. DATE OF SURVEY: THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON APRIL 15, 2022. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL OF 2022. NARRITIVE: THIS IS A FIELD TRAVERSE SURVEY. TRIMBLE S-5 AND TRIMBLE TSC7 DATA COLLECTOR WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN W.A.C. 332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS AND USED BY APPROPRIATELY TRAINED PERSONNEL. BENCHMARK DATUM HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88 W/PUNCH IN CONC., IN CASE, 0.4' w WATER VALVE (WV) BELOW GRADE, INTERSECTION OF s FAUCET N I SW 16TH ST & MAPLE AVE SW FIRE HYDRANT(FH) / CONNECTION(FDC) i I (APRIL 2022) ® WATER MANHOLE IL� N ® WATER METER BLOW -OFF / AIRVAC SSMH, O MONITOR WELL RIM-21.06' F-1 SIGN CENTER 12" PVC CHANNEL NW=14.06' > IRRIGATION SPRINKLER I CENTER 12" PVC CHANNEL E=14.11' DIRECTIONAL ARROW CENTER 12" PVC CHANNEL S=14.06' ADA PARKING POWER POLE W/3 x CHAIN LINK FENCE WOOD FENCE GUY ANCHORS S. HOGWIRE FENCE & 2 E. *** SILT FENCE I p METAL/IRON FENCE POWER VAULT u u GUARD RAIL/CABLE FENCE "PV" (TYP.) - W - W - WATER LINE SDMH, 48" STRUCTURE - c - c - GAS LINE RIM=21.35' STEAM- STEAM LINE 18" CNC NW IE=18.24' T(xx) TELEPHONE LINE (C 18" CNC E IE=18.00' P(xx) POWER LINE (OH) OR 18" CNC SW IE=18.51' SD STORM LINE I I I SS SEWER LINE o r� ROCKERY N KEYSTONE WALL �w o I CDQ DECIDUOUS TREE a I CD o CONIFEROUS TREE CD CD O TREE DRIPLINE ° CONCRETE a GRAVEL/SAND (AS NOTED) CB STD GRT ADA RAMP PAD RIM=20.99' Ili Ili Ili III III III' 111 18" CNC NE IE=18.93' LI � II,�II�,II DIRT a I RIP RAP ASPHALT BUILDING LINE a ABBREVIATIONS (R#) REFERENCE SURVEYS o ° (OH) OVERHEAD (UG) UNDERGROUND (TYP) TYPICAL (C) CALCULATED (M) MEASURED DATE KA R� 9 cn z -o 20109892 EEOL AN • V � L O •� � 0 t � W N � M i Q 00 N �05N V) i Ln }; N m m O V N 00 C � '-n I R-423602 I �� IN COMPLIANCE WITH CITY OF RENTON STANDARDS T C) C) N a J N 0- m O N Wil FOUND 1 1/2" FLAT BRASS DISK W/PUNCH IN CONC., IN CASE, 0.4' BELOW GRADE, INTERSECTION OF SW 16TH ST & LIND AVE SW (APRIL 2022) � M I N N 7O SURVEYED: SCALE: DATE: BCE VERTICAL: NAVD 1988 83/1 EXISTING CONDITIONS SURVEY / / IIn »- ' HORIZONTAL: NAD 1983/1991 CITY OF 4 26 2022 DESIGNETDM 1 20 R BLUE ORIGIN RENTON FIELDBOOK: -- - DRAWN: TDM RENTON ROAD IMPROVEMENTS PAGE: - - - • DRAWING NO: ONE INCH DATU M 1 REVISED PER CITY OF RENTON 1/24/23 REVIEW TDM 2/22/2 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. INTERSECTION OF MAPLE AVENUE S.W ANDDKB 22334 IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVEDD:KB SCALE ACCORDINGLY S.W. 16TH STREET, RENTON, WA, 98057 L aj co 0 w r-> N N i a c E L Q t� N N / co I CD N N Ld / Q � w N a I, Z- q] t ���000000� To Eo So C. AND DEMOLITION PLAN OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON N3TALL STORM DRAIN INLET PROTECTIONS CITY OF RENTON STD. DETAIL 216.30 SEE SHEET C4 FOR DETAILS ISDMH , 48" STRUCTURE I I o w I I/ i I I I I i ° IM=21.09' �J I �� ��F2" CNC N IE=18.17' C"ico > I I~I8" CNC E IE=17.67' c M n CB STD GRT 2" CNC S IE=18.08' LO Q > o Q_ a_ X INSTALL TEMPORARY SILT FENCE W I , 8" CNC W IE=17.73' o f I In w I o � I x z d RIM=20.54' I X. i �; IN I i I ° I fl Q N 12" CNC S IE-18.49' I I CD � I I I Q x CITY OF RENTON STD. DETAIL 214.00 v o a cD I - J I I SEE SHEET C4 FOR DETAILS sDEX CONCRETE s I as ° N I o I Q I GAS BE WITHHNNEW I� o � I i I RIM CB 520.50TD RT z o I I I I METER CONCRETE SIDEWALK. I I ; I -' I z ( I~ I I12" CNC N IE=18.62' Q I Q I I I POWER METER w CB STD CRT o GUY RIM=18.95 CABINET TEL. RISER ) '• '' IV I i n ANCHORS I 8" PVC W E=17.41 ' I / IX CONCRETE SIDEWALK T /°°e; a°° r `I i CD CD 1 (PIPES UNDER WATER) I BE ��� WITH NEW I n I SSMH, 48" STRUCTURE I I POWER I� CONCRETE ADA RAMPS % I I I x LLI CB SOLID LID TYPE 1 RIM=20.76' 1 a :' I �; ; N I CB SOLID LID TYPE 1 I CABINET ICI N N I CENTER 8" PVC CHANNEL NE=15.37' CB STD GRT CB SOLID LID, TYPE 1 I �o I N I SSMH, 48" STRUCTURE RIM=20.91' I RIM=20.16' I RIM=19.65' �` N I RIM=20.80' CENTER 8" PVC CHANNEL S-15 36' - 12 CNC N IE=17.38 - 8 CNC N IE=17.64 RIM=19.46 I 8" CNC N IE=17.44' (an)l T( ) T(uG) I CENTER 8" PVC CHANNEL W=15.37' 8" DI W IE=17.79' ' 12" DI S IE=17.51' 8" DI E IE=17.74' 8" PVC E IE-17.43' 1 j`� I I ' 12" DI W IE=17.33' (12" PLUG N) 8" CNC S IE=17.69' 8" PVC W IE=17.37' I )'3 (n I 1 6» DI W IE=17.92' I rsnu ^ (an 1 n t an i r3� (PIPES UNDER WATER) I (an)1 -� II I I 3 �-0- EXISTING SIDEWALK ° daNi a (or1�lfsn)i (9n)1 T(�jG) •--------------------------- ------------------------------------------------- ------------------------------------------------------------------------ - - ----- ------ - ------ ---- ---- II 1 ----20-------------- ---- - - t-------- - --a �� "fir coNl (901---O�nsi - (�Nl 3 T(uc TNG) ' I MAPLE AVENUE S . W . INSTALL STORM DRAIN INLET PROTECTIONS o INSTALL STORM DRAIN INLET PROTECTIONS CITY OF RENTON STD. DETAIL 216.30 MAPLE AVENUE ti CITY OF RENTON STD. DETAIL 216.30 1 N I SEE SHEET C4 FOR DETAILS SW CENTERLINE 1 3 �m-M-M-/�-M-M�M McY�A4�-M M1-M M m-m-m-m-m m-m M M-M- -M M-M-M-M-M M-M-M " SEE SHEET C4 FOR DETAILS t M- m- m- m- m 3 m I�- m-m-M-M-M M -M-M- IMcn 1 j N01'21'26"E s- ss S -as-as-as��s-- as - as - as \s as -as- as -as- as- as- as - as - a as - a �s�as-as- as as -as -asks -as -as -as -as -as -as -as -as -as I'^ SSCO -, ~ � ' J, 0 a 1 SS �ss ss l--ss-ss- s-s�- s<ss/ss-ss-ss-ss-ss-ss-ss- ss- ss- ss- ss -ss- ss ss -ss -� ssss-ss- ss- ss-ss- ss -ss -s 1 ss -ss- ss ? 4 N �� o GATE N GAS MARKIER I �,� I I P T POWER POLE I - -a-a--a-a-a-a-�-a-a a 0-0 aka �= e�� "a -la- a-a-a-a-a-a-a-c-a-a-a-a-a-a-c-a-N-a-a �" ta-a-a-a-a-a-a-a SENSOR c ;\ -a-s- ova a a 01- -4 s'�-------------------- 0`J90 `JO`J990`J990`J0 00-•-9`J `J `J I ---------------------------------- ---- ° c� aNd an (a) (aN (a) (erljd -- ---- a d ZenDd Oansd Zan�d ( (HO)d 1 (HMad ° (HO)d ° ° (HO J - (HO)d (y)j)d (HO)d (HO)d (HO)d (HO)d v°° j (0p)d (9n)d (On)d (Jn)d i(On)d (On (�= n)d (On)d (Jn)d (On)d 0 d: t• a (On)d (On) (Jn)d - > n)�1 0 (On)d 6 N. / '�0)d. )d - H®)d - ( �I (Ha)d (HO)d HO d (121 _ 0)d (a Ha) --1 0 d I 0)d ° _ _ v - - °�i0 (HO)d -� (HO)d ( 0)d (HO) °° a EXISTING SIDEWALK ° ( i �l: (aNl (aNl v EaNi - 1r Yan (aNi _ _ (aNl an i - w - - - ° ° �-� -GATE- ---- --- _ X X -22 and d an and d -GATE r ° CENTER 12" PVC CHANNEL N-14.03' CENTER 12" PVC CHANNEL SE=14.10' ° I I CENTER 12" PVC CHANNEL W=13.73' v. I FOUND 1 1/2" FLAT BRASS DISK 0 o I W/PUNCH IN CONC., IN CASE, 0.4' BELOW GRADE, INTERSECTION OF I SW 16TH ST & MAPLE AVE SW I I (APRIL 2022) ° o I SSMH, I RIM=21.06' ` CENTER 12" PVC CHANNEL NW=14.06' a I 12" PVC CHANNEL E=14.11' (CENTER CENTER 12" PVC CHANNEL S=14.06' PUG) POWER POLE W/3 �an� GUY ANCHORS S. v 0)d ° Q- &2E. GATE o t 11 N �' , POWER VAULT SDMH, CONTROL STRUCTURE 1 SENSOR [ �� QLI CB STD GRT o a OWER c> IX CONCRETE SIDEWALK TO a TEL. VAULT I �' eeo . `° N N • ' la N \ �� q I CAf -22� BE REPLACED WITH NEW BOLLARD »TV" (TYP.) I e ee I o I I (TYP.) RIM=22.99' �_i I I I I N M 1 I - RIM=19.92' - CONCRETE SIDEWALK "BD" (TYP.) I N „PV" TYP. 12" DI E IE=17.40' I J I N 21 6" DI E IE=17.92' POWER POLE I-T Y o ° • SDMH , 48" STRUCTURE 33" CMP W IE=17.31' N IXCONCRETESDEWALKT I GN o, / I I • W/DROP LINES & BE REPLACED WITH NEW I 5° °S ; a RIM=21.35' 12" CMP S IE=17.31' � -20 �_ i � 1 / - ° � '} � POWER p CB STD GRT I I 18" CNC NW IE=18.24' o I I �, \ \ CABINET RIM=19.08' 2 YARD LIGHTS \ CONCRETE ADA RAMPS � I os S. PIPE GATE VALVE=17.42' LOT LIFT - N ( 8 PVC E IE=17.48' I _ \ i ° 18" CNC E IE=18.00' S. PIPE ELBOW=19.84' ON 24" BASE I \ POWER CONC. INSTALL TEMPORARY SILT FENCE IX CONCRETE RAMPS TO 18" CNC SW - S. PIPE ORIFICE=19.74' I N TELL MANHOLE CABINET S MASONRY CITY OF RENTON STD. DETAIL 214.00 I o I E-18.51' TOP CONTROL=20.51' CULVERT, CULVERT, REPLACED WITH NEW 12" CMP NW IE=19.74' 9" DI W IE=19.93' TM (TYP.) WALL SEE SHEET C4 FOR DETAILS CONCRETEADARAMPS IX CONCRETE SIDEWALK TO BOTTOM CONTROL=16.45' POWER UNKNOWN VAULT POWER UNKNOWN VAULT ROCKERY ROCKERY I I l o I I CONCRETE AD RA� I MANHOLE WITH DIAMOND PLATE CABINET WITH DIAMOND PLATE INSTALL STORM DRAIN INLET PROTECTIONS / = I SDMH, 54" STRUCTURE GATE CONTROL I CITY OF RENTON STD. DETAIL 216.30 x I RIM=22.71' PANEL INSTALL TEMPORARY SILT FENCE SEE SHEET C4 FOR DETAILS SDMH, ° N I ' a IX CLRBING TO BE FLUSH RIM=22.02' I CITY OF RENTON STD. DETAIL 214.00 / I I 12" CMP N IE=17.34' 18" CNC SE IE=19.20' i r I AT NEW CROSSWALK SEE SHEET C4 FOR DETAILS / 1 INSTALL STORM DRAIN INLET PROTECTIONS IQ 12" CMP SE IE=17.26' 8" CNC S IE=19.64' I (m ' ° i I i o 33" CMP W IE=17.26' 16" PVC W IE=19.20' x I w m I CITY OF RENTON STD. DETAIL 216.30 (PLUG NORTH) 1 ° J I M w I w I SEE SHEET C4 FOR DETAILS CB STD CRT i M ly I RIM=20.93' ' o 001 I ; o CB STD GRT 8" CNC N IE=19.19' l / ; z z. a RIM=20.99' / z 18" CNC NE IE=18.93' o WATER METERco I T T w 00 _ „WM" (TYP.) 0 I o (n oow �� x ) o� I �1 v v °. o � Q l v O O r7 (n o N I � 1 a - / N I \I ■ 1 °° ° z CD LLJ QC) Z n W I Q Lw� / 1 I I I I ` I T.E.S.C. LEGEND DESCRIPTION PROPOSED SILT FENCE CATCH BASIN PROTECTION BENCHMARK DATUM HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88 �0 25672 0 �� s/ONA L 2/22/23 C 0 V � L O .� � t (O Z � W � (V N M u Q 00 Q N YI N w i Ln +.; (V m / W 0r V Y N R-423603 I �� IN COMPLIANCE WITH CITY OF RENTON STANDARDS T C) C) N a J H H N 0- m O N Wi DEVELOPMENT ENGINEERING Scott Warlick 4/7/2023 0 CV) N N 0 Z SURVEYED: BCE SCALE: q »_20 r I - VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 �CITY OF .... T.E.S.C. AND DEMOLITION PLAN BLUE ORIGIN RENTON DATE: 2/22/2023 00 ����pppp O DESIGNED: TDM FIELDBOOK: - -- RENTON PAGE: DRAWN: TDM ' ROAD IMPROVEMENTS DRAWING NO: 22334 ONE INCH IDATUM Planning/Building/Public Works Dept. INTERSECTION OF MAPLE AVENUE S.W AND uj v 1 REVISED PER CITY OF RENTON 1/24/23 REVIEW TDM 2/22/2 CHECKED: DKB AT FULL SCALE IF NOT ONE INCH APPROVE SHEET:�� OF: ^ Er" N0. REVISION BY DATE APPR SCALE ACCORDINGLY S.W. 16TH STREET, RENTON, WA, 98057 a pp coco It I 0 w U (n 7- Q DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 3'-30', SEE NOTE 2.3 ROLL SPACII DEPENDS 01 TYPE AND SI STEEPNESS 4' DIMENT, ORGANIC MATTER, VD NATIVE SEEDS ARE NPTURED BEHIND THE ROLLS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS ADJACENT ROLLS SHALL TIGHTLY ABUT WOODEN STAKE LIVE STAKE ToEo S.C. NOTES AND DETAILS OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS 0" DIA. NOTES: 1. CONDITIONS OF USE 1.1. INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. 1.2. USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. 1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT, AS A CHECK DAM IN UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES. 1.4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION. 1.5. RILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. 2.2. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR, TO A DEPTH OF 3 TO 5 INCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS, THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5 TO 7 INCHES, OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. 2.3. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOT TO EXCEED 10 FEET. 2.4. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. 2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE. 2.6. IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL. 2.7. AT A MINIMUM WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES. 2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. 3. MAINTENANCE STANDARDS 3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE WET SEASON, AND AT TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR. 3.2. REPAIR OR REPLACE SPLIT, TORN, RAVELING, OR SLUMPING WATTLES 3.3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 1/2 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 213.40 URIPUBLIC WORKS APPR ED: DEPARTMENT STRAW WATTLES GAZ 9/28/2018 Public Works Administrator DATE BENCHMARK DATUM HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88 : 4 5 A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 21'x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2' MIN. 6' MAX. I I I 12" MIN. POST SPACING MAY BE INCREASED 4 x4" MIN. TRENCH TO 8' IF WIRE BACKING IS USED BACKFLL TRENCH WITH NATIVE SOIL OR 3/4'! TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1I .1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 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 D4491) 0.02 SEC"' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF 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 REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 URI DEPARTMENT PUBLIC WORKS SILT FENCE PR D. GAZ 9/2s/zols I VAMIF Public Works Al-1111.m1 DATE :45 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 AX. 5" M DRAINAGE GRATE TRIM GRATE FRAME _ C— OVERFLOW BYPASS d • BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS FILTERED U WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8, ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE, THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 URIPUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018VAMIV � Public Works Administrator DATE :45 Y, Bq � pF W A OP A, k �� ,P o cn z 25672 zF 0/ ST , \� SIONA L ECG 2/22/23 V E O • ..ww YI AL W � 4-J m •� N m � W N � M i Q 00 N M �d)N C Q V) N � i Ln + N W V r ID Y R-423604 I `� IN COMPLIANCE WITH CITY OF RENTON STANDARDS (7) T C) O I N N a J �uu N C)) N O N N 1 L J DEVELOPMENT ENGINEERING ` Scott Warlick 4/7/2023 co co N N 7O SURVEYED: SCALE: DATE ` BCE VERTICAL: NAVD 1988 T.E.S.C. NOTES AND DETAILS 2/22/2023 »— ' HORIZONTAL: NAD 1983/1991 CITY O F 00 DESIGNED:ETDM 1 20 =� BLUE ORIGIN RENTON — C FIELDBOOK: -- DRAWN: TDM RENTON ROAD IMPROVEMENTS PAGE: _-- • DRAWING N0: ONE INCH DATU M I 1 1 1 REVISED PER CITY OF RENTON 1/24/23 REVIEW TDM 2/22/2 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. INTERSECTION OF MAPLE AVENUE S.W AND 22334 U IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY S.W. 16TH STREET, RENTON, WA, 98057 SHEET:�� OF: ^ a Iai CM It 0 w n N N C Q N N I O Io I O N N w / zui q J N 11 LL MAPLE AVE SIDEWALK IMPROVEMENT PLAN AND PROFILE OF ram-A0 10' 20' 40' BLUEORIGIN RENTON ROAD IMPROVEMENTSz SCALE: 1 "=20' A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. "_+ L I N CITY OF RENTON, KING COUNTY, WASHINGTON STA: 9+79.45 I �°° OFF 60.9TLT ; CB STD RT END CURB, GUTTER, z a RIM=20.5 I AND SIDEWALK N w I I 12" CNC IE=18.49' 1 I I I I APN 3340403645 NEW CONC. CURB AND GUTTER I I I I 234 SW 16TH ST PER CITY OF RENTON STD. I I I I DETAIL 101 & 103 so I ps as GAS NEW 6' WDE CM. SIDEWALK I I PER CITY OF RENTON APN 3340403635 I METER STD. DETAIL 102 APN 3340403605 I APN 3340403615 I APN 3340403625 I XXXX MAPLE AVE SW I POWER METER PROPOSED ADA WITH I I I 1402 MAPLE AVE SW I 1420 MAPLE AVE SW I 1420 MAPLE AVE SW I 1 POWER DETECTABLE WARNING SURFACE CB STD GIRT WSDOT STD. DETAIL RIM=18.95' CABINET / III 1 I a I I I ° I I I I 1I I I I 8" PVC W IE=17.41' I F-40.12-03 & F-45.10-03 / N I ; z SSMH, 48" STRUCTURE I I (PIPES UNDER WATER) II SEE SHEET C8 FOR DETAILS CB SOLID LID, TYPE 1 RIM=20.91' RIM=20.76' CENTER 8" PVC CHANNEL NE=15.37' CB SOLID LID, TYPE 1 I CB SOLID LID, TYPE 1 POWER I CABINET Q` STA:9+42-67 OFF 17.91'LT � I w ' 12" CNC N IE=17.38' CENTER 8" PVC CHANNEL S=15.36' RIM=20.16' $" CNC N E=17.64' I CB STD GRT RIM=19.65' I / �, zo _BEGIN ADA RAMP, CURB, GUTTER, 20 TEL. RISER o i r n //)i -�-� (en)1 �}-IT( ) I T(UG) ° 12" DI S IE=17.33 CENTER 8" PVC CHANNEL W=15.37' 8" DI E IE=17.74' 8" CNC N IE=17.44' RIM=19.46' �I 12" DI W IE=17.33' (12" PLUG N) 8" CNC S IE=17.69' 8" PVC E IE=17.43' 8" DI W IE=17.79' AND SIDEWALK- 1 3 �`' / STA: 9+63.09 , 3 6" DI W IE=17.92' I I 8" PVC W IE=17.37' (PIPES UNDER WATER) 1, I r�nli (eNl n 1 �I l TC EXISTING SIDEWALK (an)i (an)1 ) , `i Y 25.04'LT E ADA RAMP ND N I 1 - ° a) (an)1 T(4G) �l (UAl)1 - 1 ------- ---------------------------- --------------- ` �. MAPLE --------------------------- _ ------------ AVENUE S. W. ------------------------------------- --- d------------ STA: 8+05.95---------------- o OFF: 21.20'RT MAPLE STA: 8+5975 � - 19 N --- -�-� --1 ------ - ------ - ---- ' (Dn)i (�N1---(�nsi �)1 STA: 9+21.51 I T(UG �T(UG) I I N r I N I I II SDMH, 48" STRUCTURE RIM=21.09' 12" CNC N IE=18.17' 18" CNC E IE=17.67' I12" CNC S IE=18.08' 18" CNC W IE=17.73' Ll I CB STD GIRT IRIM=20.50' 12" CNC N IE=18.62' I I GUY ANCHORS \ I I N I I AVENUE SW OFF:18.72 RT o I , I BEGIN NEW CONC. OFF 19.02'RT 3 / L -/�M-M-M--M-MtM M��Ak� M20 M�M M-M-M- DRIVEWAY DROP M- CENTERLINE END NEWCONC. M-M M-� M-M- M -M -M- -END NEW CONC. 3 I ./ I I N , +00� 7+00 I II I �, a 8+00 DRIVEWAY DROP N 9+00 DRIVEWAY DROP M - MM - M - M - M } 110 0� N01'21 26 E Q I I v \ - as - as - as %� s- as - as - as as as - as - as - as - as - as - as - as - as - as -a-es-qas - as -a as STA:7+95.94 as -as as-gTA;8+fl.00 as-asas-a -as STA 8+87.00 STA 9+42.54 OFF: 23.89'RT ¢ OFF 19.12'RT - ss - ss - s ss �2 ss I OFF 17.97'RT - ss - ss - ss ss - ss ss - s - F 18.85RT - ss cn ss - ss - ss - ss - ss - ss - ss - ss s - ss ss -IRT ss - ss - ss - Ls - s BEGIN NEW CONC. - ss - s - BEGIN NEW cn b BEGIN NEW CONC. BEGIN NEW A` '� GAS MARKER I - - - - - - - - � - � - � a - � _ � � � a - zo, " SIDEWALK CONNECTING 0 - 0 - 0 aCURB AND GUTTER - - - a - � - a ADA RAMP -END NEW RAMP, I �I POST Q POWER POLE I - v o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D --a-s-D-a-D_--�_-_�-�_-a_ > TOEXISTWGSIDEWALK DRI�VEWAYDROP---s-Ds-s- 3 I --- ------ -- -- --- ------ - ---r-1 --- -���a" a a aa0 G c( p d -- (an1) (DNd Nd (on)d (HO)d (HS)d ° (HO)d (HO�f (HO)d (yf�)d (HO)d (HO)d (HO)d (HO)d - � ° a .. (Op)d p .. .. 9n d n3d (©n)d ° i(Jdl d • (on t �Jdl'n�) Nd . " .(9fl�d ° (aa• (JO)d` - - \ \y Qn)d �j �, > ° y a / •�0)d: v )d a H®)d .. 0� (H d (HO)d d n p . HO ° HO) . ' 0) �"' )T g 0 0 d I O)d 0 y\T^�q\+ . (HO) A HO)d -�- 0 drn EXISTING SIDEWALK °v a ° ���� ( i s 1 ° v ¢ (�N1 (�N1 �n 1 - a v - ��)1 (oNl (allo (,oNi - n1s I _ - ---- ---- --o x - x - x x x _ x - x x 4 1 �j a. kl a X I STA: 9+751/ I' SSMH, 48" STRUCTURE RIM=20.80' CENTER 12" PVC CHANNEL N=14.03' r`p-NITFP 1 9" P\/r rWANIKIFI CF-1 d in' SSMH, RIM=21.06' CENTER 12" PVC CHAN. CENTER 12" PVC CHANNLL -)=I'+.- I FOUND 1 1/2" FLAT BRASS DISK W/PUNCH IN CONC., IN CASE, 0.4' BELOW GRADE, INTERSECTION OF SW 16TH ST & MAPLE AVE SW (APRIL 2022) STA:10+25.41 -OFF 31.96'RT START NEW ADA RAMP POWER POLE W/3 - GUY ANCHORS S. &2E. TC2 POWER VAULT 1 1 Of wTEL. VAULT PROPOSED ADA RAMPS WITH GA E o,, START NEW RAMP o�' zi- d PROPOSED 35 BOLLARD GATE � and � kullm CB STD GRT � d Dn � d �2o m � . \ FF: 33.94'RT � ' r SDMH, CONTROL STRUCTURE o SENSOR L� �� C Q q RIM=19.92' POWER d ( m ° zz- -� -z2- CONC. DRIVEWAY ° „BD" TYP.) o"TV" (TYP.) I NSOR RIM=22.99' _i \ 6" DI E IE=17.92' CABINET _ _ �_ I AT EX. ENTRANCE w a o DETECTABLE WARNING SURFACE I \ . I PROPOSED ADA RAMPS WITH 12" DI E IE=17.40' 21 -� 1 O N WSDOT STD. DETAILS y 1 DErECTABLEWARNING SURFACE o �, CITY OF RENTON X I SIGN ` I SDMH, 48" STRUCTURE 33" CMP W IE=17.31' N Y w F-40.12-03 & F-45.10-03 o I WSDOT STD. DETAILS I STD. DETAIL 104 CB STD GIRT PROPOSED .5' ° 12" CMP S IE=17.31' -zo ; 1 a ' U w I °° 5 °s 6 RIM=21.35' o POWER ° \ \ I RIM=19.08' a SEE SHEET C8 FOR DETAILS ` Q p F-40.12-03 & F-45.10-03 AY S. PIPE GATE VALVE=17.42' LOT LIGHT ° m o T EX. DNTRANC I N 5 0 0 o T 18" CNC NW IE=18.24' SEE SHEET C8 FOR DETAILS y / ` CABINET 8" PVC E IE=17.48' m w AT EX. ENTRANCE STA:9+8320 I ° I s\ a I I 18 CNC E IE=18.00' S. PIPE ELBOW=19.84' ON 24" BASE UNKNOWN VAULT POWER c� � S. PIPE ORIFICE=19.74' I N I WITH DIAMOND PLATE CABINET � a CITY OF RENTON OFF 5480'� °s ' 18" CNC SW IE=18.51' CULVERT, CULVERT, NEW 6' WDE CONC. SIDEWALK w ``' STD. DETAIL 104 I o ' TOP CONTROL=20.51' I POWER o END NEW ADA RAMP, a d I 12" CMP NW IE=19.74' 9" DI W IE=19.93' MANHOLE CONC. MASONRY WALL PER CITY OF RENTON BOTTOM CONTROL=16.45' ~ ROCKERY , CURBGUTTER, x ROCKERY TEL. MANHOLE STD. DETAIL 102TMII o I I STA:10+26.05 „„ POWER CABINET AND SIDEWALK SDMH, 54" STRUCTURE GATE CONTROL (n,P ) NEW CONC. CURB AND GUTTER SDMH, / I v F: 51.94'RT UNKNOWN VAULT / a END NEW ADA RAMP RIM=22.71' PANEL PER CITY OF RENTON RIM=22.02' WITH DIAMOND PLATE , 12" CMP N IE=17.34' STD. DETAIL 101 & 103 18" CNC SE IE-19.20' / I I i_ I W I I 12" CMP SE IE=17.26' 8" CNC S IE=19.64' / ' 0'• UJ CB i Y APN 3340403805 33" CMP W IE=17.26' 16" PVC W IE=19.20' a `s I d I a^ 1415 MAPLE AVE SW � I � I � o IM SHOD 9RT APN 3340403890 (PLUG NORTH) I w ``' d I N I I 18" CNC NE IE=18.93 316 SW 16TH ST CB STD GIRT () N RIM=20.93' ' w ; M �/� z I 8" CNC N IE=19.19' Cn I Z I V) WATER METER J z 1 o = I I "WM" (TYP.) I U)' I + ; I o cn \ x I I a I•r) W PROPOSED S IONAL QED \ w I I CDQ I ' C[) I � PEDESTRIAN cRosslNG ' \i/ � v ° a. O Q (SEE PEDESTRIAN CROSSING t1l i I ti PLANS BY TENW) z o xl 0-(CD .0 II / N Q MAPLE AVENUE IMPROVEMENT PLAN SCALE: H: 1 "=20' V: N/A STA 5+68.00 - 10+68.00 NOTE: MAPLE AVENUE IMPROVEMENT PLAN USES STATIONING FROM THE MAPLE AVENUE RIGHT OF WAY CENTERLINE FOR ALL CALLOUTS. XX SEE C6 FOR ADA ENLARGEMENTS MAPLE AVENUE IMPROVEMENT PROFILE SCALE: H: 1 "=20' V: 1 "=20' STA 7+60.00 - 10+40.00 NOTE: MAPLE AVENUE IMPROVEMENT PROFILE USES STATIONING FROM THE MAPLE AVENUE RIGHT OF WAY CENTERLINE AND SHOWS THE FLOWLINE OF THE PROPOSED WEST CURBING. BENCHMARK DATUM HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88 25 20 17 7+60 STA:8+04.53 ELEV:20.18 BEGIN NEW CONIC DRIVEWAY DROP (NOT ON FLOW STA:7+95.94 ELEV:20.27 STA:8+ 11.00 ELEV:19.20 BEGIN NEW CONIC _ ELEV:19.52 END NEW CONC SIDEWALK CONNECTING BEGIN NEW CONC DRIVEWAY DROP TO EXISTING SIDEWALK - CURB AND GUTTER (NOT ON FLOW LINE) L MATCH PROPOSED CURB AND GUTTER TO EXISTING CURB AND GUTTER EXISTING GRADE AT ROW CENTERLINE PROPOSED GRADE AT FLOWLINE PROPOSED GRADE AT FLOWLINE EXISTING GRADE AT ROW CENTERLINE STA:8+87.00 ELEV:19.12 BEGIN NEW CONC DRIVEWAY DROP STA:9+75.14 ELEV:20.53 BEGIN NEW ADA RAMP STA:9+63.51 ELEV:19.88 END NEW ADA RAMP STA:9+42.51 ELEV:19.61 BEGIN NEW STA:9+21.51 - ADA RAMP ELEV:19.23 END NEW CONIC STA:9+83.64 ELEV:20.95 END NEW ADA RAMP, CURB, GUTTER, AND SIDEWALK DRIVEWAY DROP I I \ I I I I EX. SDMH, STA=9+80.66, 57.81' RT PROPOSED GRADE RIM=22.02' EX. CB STD GIRT AT FLOWLINE 18" CNC SE IE-19.20' STA=8+72. RIM=19.08' 51 16.86' RT 8" CNC S IE=19.64' I I 16" PVC W IE=19.20' I IE=17.48' ( PVC E) I� (PLUG NORTH) I I v / 25 MATCH PROPOSED CURB, GUTTER, AND SIDEWALK TO EXISTING CURB, GUTTER, AND SIDEWALK O 00 N N O 6� 6� aj O� 6� 6� 6� 6� aj O N N 8+00 9+00 10+00 20 17 10+40 K. Bq� pF W A cn z 25672 Ql- G/ � SIONA L ECG 2/22/23 • O YI f�fww YI .� N of Z) m Lu N N M i Q 00 N �dlN C J. V) N � i m O U-) N + N c '-i m V 00 Y R-423605 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` Scott Warlick 4/7/2023 SURVEYED: BCE SCALE: �I »_ 1 I -LO VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 83/1 DATU M C t.R.C T Y 0 I RENTON Planning/Building/Public Works Dept. MAPLE AVE SIDEWALK PLAN AND PROFILE BLUE ORIGIN RENTON ROAD IMPROVEMENTS INTERSECTION OF MAPLE AVENUE S.W AND S.W. 16TH STREET, RENTON, WA, 98057 DATE: 2 22 2023 / / DESIGNED: TDM FIELDBOOK: _ _ _ PAGE: --- DRAWN: TDM ONE INCH DRAWING N0: 22334 1 REVISED PER CITY OF RENTON 1/24/23 REVIEW TDM 2/22/2 CHECKED: DKB AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: SHE OF OF: ^ T O O N a J N Cfl 0 N u cY) N N z W Ili U n U Q CD ro C"I O N N N N a� E 0 N N N C M It Z 0 w 0 2.5' 510' SCALE: 1 "=5' ADA ENLARGEMENTS OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0- 0- 0- 9 J 19 - -------------------- 19.51 FLUSH---------------------19.70 19.21 ------------------------ 19.23 FLUSH 9n d t D °-on 'd n)-► .(D � D (Jf n On) (On)d �- °(on)d-n)d, ;(oNd n)d (On)d '(Md'4 (9fdd (on)d... a. -° . (01 �,. .ONd.,(On)d (on)d (on)d (ONd (on)d d °e p°(�n)d: ° R 20.18 d ° L.° n �d. (on 0.8(�n�� �)d (n)d. 6o'L n (on�d�%(9�1)do °°o o ME 20.27 4. o �.. e(HO)d . (p. �•° a p ° a ° 6d(HO(9qd (DWd° (Ofl�d °4d (HOd• HO)a (HO)d (0�(HO)d (HO)d Jnjj(H°(H0(Old 0)d-�( )dp . •p' °' • aa FO)d ° ° nd °On)d cONd. ° ° °n. °., 19.57 FLUSH (9Nd% p�(oNd .ap° (HO)d (on)d (ari)d (on)d (on)d (on)d (on)d a` ' p 1 o a ° (on)d (9Nd (onNd p n)d - �' ' 19.29 FLUSH ;oNl (�n�L ° (9Nl (on�r (9Nl I (oNl (9Nl (9Nl (oNl (9Nl (oNl (9Nl (9Ni (oNl (9Nl (oNl (oNl (9Nl ,9r1 (9Nl (9N1 19.76 �n to ° I \ 20.25 ----- I � �---_--_ --_--_-----------------------------_ --_ --_ --_ - - X / X X X X X X X X X - IX-�y(----�--a(--aC..-- a I °D. x (7 20.39 t I x ENLARGEMENT #1 - DRIVEWAY PLAN VIEW SCALE: H: 1 "=5' V: N/A STA 8+04.53 - 8+57.15 � I I j a 0 0 0 ~ - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------------------------------------ 19.62---- 19.12 FLUSH--------------------------------19.20 FLUSH --------------------------- 19-- ---- v ---z-- --- ---- ------ _----------------------------------------------------------------------' (0w)d�a��oR)- (ram (on)d(QR)d." (bNd (on).d (or})d (on)d (o@-)d. )d (an)d (sn)d . (orr)& (ONd p •p v '4D v / ° r. D r D D v / 4 D D v �- . D D / v 7.27. ?� 7�1 . v r =0 4%n3d (bn)'d ° (�n)d �- 0.4%- o ..(sn)d . rp. '(on)d �- (sNd (o )d ' ion).d T (oa)d r (on)�LF c6Nd - - (OR (9n)d ,(OAM (On)dv, ion)d d - (o )Jyg6 (oNd ° v '' . d °.. v ' v v .\ < D D .O U�' / .. 1 9 ry D O .� 'y„1}II_v D y /. D18 \�9. O�•' '1� D �' / .0�.�- P p9 p.. .D' '.Dlr r' O ° ➢'v. D •D: / p•/� r D p9 (D .r (do),v °v D .(HO)��gHO)d (40)d�O) (HO/dr(H0rd' (HO)d-.�-0)d (HOd (HO)d•, (HO)dv pWd (HO)d O)d ' vPit lat n 0 r / (on)d (on)d (on)d (o - (on)d (on)d (on)d (on)d (on)d T ,TG )d T(1�n�- ,ydp n)� Nd n)d (oNd (oNd (oNd (or a -(a�� lnidice'�-�nXbn�d- rsn nd (oNi (9n i ml TNG) TNG) )19.76 19.68 19.18 FLUSH 19.26 FLUSH x- x- x- x- x- x x- x- x- x- x- x X - X - X - x - x - x - X _ X _ X _ x - x%� X - X - x - X - X - x x x x x - x - x- bx v 2 ENLARGEMENT#2 87 oDRIVEWAY PLAN VIEW T N 3 I \ � 3 -0-9-9--9-0-0-9-0-9-0-0-0-0-0-0-9-�-�-o-o-o-o- -- - - - - - - - - - - - - - I \ 19.61 I \ --20_t19.72 FLUSH 3 \` -0-0-9 -'(94).41---(oNd D_ oNd (on)d 19.81 FLUSq 000000000000 on)a-_ _ -(oNd- / 000oo O00000000 6.Oq r D 0 0000 0000000000000 (gnjd �n)db� lam- 0000 0000000000000 ,. I 19.88 v Dv 9 (9n)d ° �' _n00000000 �\ .(9n�'d' f- 0.31 ) 9 �\I 4O)d • 9' (F(Wd' � ;�H � �Hb)d ° �,ki )d HO)d (�IQ)d . (H�o D ,0 A. t' 9 •e d (on)d (9 d (on -tea ( -fps) b�e3 / (9n)d 20.19 19.8� d (9 (onN (on) - (9n)� . - X- X- X- X- X- X- x- x X X 9 -Xi 0.35� o. 1 I x v •, I X I� I 4 ENLARGEMENT #3 - ADA PLAN VIEW SCALE: H: 1 "=5' V: N/A STA 9+42.54 - 9+63.50 BENCHMARK DATUM HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88 20.56 \ �'21.06 I v \ I.�r I 20.80 /. °11 °''' V. 20.81 FLUSH 00000 nv. 00000 �� r �r 000000\ � \ 20.90 ° , °o°o°000 0 0 / r l0000 ' � 0000 � so li 00 0000 / 0°00 \ 20.91 FLUSH 1%' 00000 0000 I v.: 0000o v ° 000 2097 �..r. . . I 9 D0.6% o I I yo P / v 4 . I I I 21.43 f ME r r. e° 21.45. f ME EX. SDMH, ° f ME RIM=22.02' 18" CNC SE IE=19.20' S° F I 8" CNC S IE=19.64' I 16" PVC W IE=19.20' SD / (PLUG NORTH) \ ENLARGEMENT #4 - ADA PLAN VIEW i - I - T(UGRr-T (On)i (On)1 (On)i - I �.eRl1� (On)1 (On)i T (On)i T(UG) � � I � 3 3 3 3 ENLARGEMENT #2 - ADA PLAN VIEW SCALE: H: 1 "=5' V: N/A STA 9+42.67 - 9+63.09 II 1 21.41 tME 21.47f E° I D I I I I v I I I > r i n I o a I I i LO r I 21.06 %' . 21.12I a 21.00 FLU H o°00000/ D r > v r 1 v I I = 00000 .. 000000 00000 ° 1.0% ° \ I \ I 000001.0% '.r D. o I 000000/ v � r �r I I 00000 ��:v v.. 000000 :. /.D. v = I I 00000 D y 00000 _ D a a D 2\1 .06 FLU H 00000 21.1 I 21.12 os I r D I v v r ?p \ D D O a O I v 4 °D 21. 5 t ME 21.59 f ME o �s ENLARGEMENT #5 ADA PLAN VIEW y° 6 / SCALE: H: 1 "=5' V: N/A STA 10+25.41 - 10+26.05 K. Bq� pF W A OP A, Z 2567 <zF SIONA L ECG 2/22/23 V L � 0 4-J t •� o v I � W � N M i 0000N �• • � ( Q V u) L � m C O LI) N + N c Lfi m V 00y R-423606 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` Scott Warlick 4/7/2023 SCALE: H: 1 "=5' V: N/A STA 9+75.17 - 9+83.20 SURVEYED: BCE SCALE: 1 "=5' VERTICAL: NAVD HORIZONTAL: NAD 1983/13/1991 DATUM C � C TY 01 � RENTON Planning/Building/Public Works Dept. ADA ENLARGEMENTS BLUE ORIGIN RENTON ROAD IMPROVEMENTS INTERSECTION OF MAPLE AVENUE S.W AND S.W. 16TH STREET, RENTON, WA, 98057 DATE: 2 22 2023 DESIGNED: TDM FIELDBOOK: - -_ PAGE: - - _ DRAWN: TDM ONE INCH DRAWING NO: 22334 1 REVISED PER CITY OF RENTON 1/24/23 REVIEW TDM 2/22/2 CHECKED DKB AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVEDD: SHEEr:C6 OF: ^ T C) C) O N a J (0 0 N C'7 Cy) N N d Z III O Ili U co CIO It 1 0 w I I I I X in I— Q I`7 I`7 N N I O 10 1 O N N uJ z n J u_ LL FACE OF CURB atz �5 in _t- 12'R I•R 1.24 1 1 TOP OF to 1rr R. ROADWAY l T 6 T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1 12 1:14 TOP OF 12'R. ROADWAY ul DEPRESSED CURB SECTION AT SIDEWALK RAMPS r • �.�a A0 R PRENOLDE0 JOINT FILLER E FULL -DEPTH EXPANSION JOINT CONSTRUCTION NOTES AND DETAILS OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON CEMENT CONCRETE 1/2-ITt-R, SDEWALK RAMP VARIES OR LANDING FROM ; 6'TOO 1 1 310" PRENIOLOED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 12"_ - SEE DEPRESSED CURB DETAIL THIS SHEET 124 TOP OF f 1 t• 12'R. ROADWAY 2• 1 col 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE S 12'-- 6 12' R. H. 1 I TOP OF O ROADWAY 1 8 1/4' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES 1 Soo standard plans 102 and W1.1 for we eapansw and contraction tolnl spacing L Elmanvon folnt shall be fWl depth, 3/8" Ifn.l premoldcd Joint Rllcr. 3. For Depressed Mort hK Onmway Curb B Gutter Sopgn, see Stargard PWn 1DT2 PUBLIC WORKS STD. PLAN — 101 a-s- CEMENT CONCRETE CURBS .T 0�� � DEPARTMENT BENCHMARK DATUM HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88 SEE NOTE 2 /e'R X VIM OUMMY JOINT BEENOTEt 2 - 0• 2 - 0• b . I- I 1 I I 3/917 PREMOLOED JDNT FILLER (T i(P — O�URBENTCONCREIE Alto OUTTEn PLAN VIEW FFACHOF CENTURUNEOF ^ CURB LS FMME A ORATE Ij` 6 1 2' i3• 5 1 2' . 1' I1.09 m 1 /2" R. 1' R.MATY IN CURB AND OUnsawOITEMROADWA. SUIPS u 3• m TOP OF RECESS ROAD'NAV :.s • s B P-'. s-•'• INMRMENTILECRDN-NDTUaDJ10® UI WRe1DO OOnet BBi rIBA a ' GTCHILASIN-NOTNOLUOm _ Ur evAn Apm ou iF Warr im SECTION AD GENERAL NOTES: 1 •' 1. The intent of this design is to fadlitele the removal % of a catch basin with minimal disturbance of the oudx -_ 2. The eXp8f1810n JOfitB 0f the adJacentsldewalkeFlall be adjusted bD be InOne I . vAlh View ou Irb ownslon Joints. \' I ISO!AE4C VIEW 7! lorm PLAN — 101.1 CEMENT CONCRETE CURB PRO D: PUBLIC WORKS AT DEPARTMENT CATCH CATCH BASINS DA _ EXISTING ASPH/ PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Closs B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Cioss B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2, SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS, STD. PLAN — 103 PUBLIC WORKS CURB AND t3UTTER DEPARTMENT REPLACEMENT DETAIL k - +•Daltalnuau anE+wur/A1sq !IIIIIIIIII� �� IIIIIIIIIII�� IIIIIIaI�' — I� IIIIIIII�I F RAISED EDGE DETAIL • v E SIG NK LIIVEI .I 1E EXDSOMALIf TRANSVERM r-T r-T tJ-UMk I TY'KX VAYOLOEDUCAME 1EA JOINTS r0 MQI cos RAISED EDGE TYPICAI WHERE APILCAaLE nW D:NG �Ox 12'IWIR I*YPI i I "OF CURB OrTA49 •• , �. 1.9x SEESM RAN 101 CRUSHED ROP10. E1.1 1= - ;►. • �-P• i�-i• • "��'•1. T ) ,P�OSTINc ROCK 2 • • gtEA •, Y a•t _/ E C" SEE RNSEA -- 1'-C •&OEWNN UETNL-TIRS SM `S� N� CIe19100 SIRFAONG TOP COURSE (CSTf.] OuvACt 10 05% L10061E0 vROC1GR a�4. NN I WITH RAISED EDGE (Ultib6 REGI/IREMF11r WANED BY Ccalls, MTYPIGLu1�ER I11cuW. I2' PM R RYP.I CLITTERA lsaxw1K GSrc UNDER �2.A fan CURB OETNIS WTRBEMSTW. �C1( N rJi�� SEE SID RAN 101 BASE, WHICHEVER 1S GREATER RYP. FOR •� f` 1�" ALL CtA18 SGUFfER1 t FtMSHEO GRADE I' SURpN19ELOEw TOP OF CONCRETE FAC S-V 61DE1YAIK ADJACENT TO CURS t . P I. , Ir MR yr pMR (TYPI R dNG FORCURBOETA" ts% FY v SEEBM RAN Kh Fk , BRIDGE ON PmESm'AN Fa+wNU DETAILS ADJACENT TO CURB BARRIER -SEE BIDEwNK SF. STO RAN pI (STEEP FILL SLOPES) CONTRACT PLANY �vCll nR 94RR�iR I Vl taeIt lTYv) ft U9H I slnC•vALK ISx R ,:FRTICAL WALL• + • any- :7✓ (• 1 SEE DE-1- v -. ,•a la-IIMPREFJC40En - iiilll .Id`m FI LER ADJACENT TO CURB AND RAILING OR WALL PREMOLDED "ITT TORSOS BuFfER STRIP 1REATI.1_Nr SlotnYNK SIDEWALK ADJACENT TO WALL DETAIL SI4i__ (SEE NOTE t01 SvJ'IM R. RYP 1 FOR CURB DETA l SEE STD PLW t01 ,, .. � EHOddO FlK91 ♦Sr)•"ice 5 Wt WICII E%ISIINC d 4• VAOE. sNlaa Tll 5 �C1 TROwELEp PER METER FINISHED GRACE I• ((iM BELON TCP K GOf1CNETE d SURFACE FOR RANTING -FLUBN IF PAVED 1d' S"d & ti CEMENT CONCNER, OtA! (CURB Hal GUt1ER BHOkVr41 ADJACENT TO BUFFER STRIP � -- Fox CURB oETAAB 5.0' -._ ! '_ ;A SEE SM PLAN 10, rol NOTES �\ 1, Faur feet of the sidewalk idth shay caNmAcnoNJavr • be No mNimum pedesblan 4_, iDb mule'_. Ires of vonkel hs s. Access AIxe98 DDYaA, Junction W4a$, Coveruohlal . Jun" " Sects. Cable Vaults, Pull Bonn and othm - -/ appurtenances wdhin the sidewalk-� m W7 be 6with wrlace, and match \ grade of the he akawa11,. ` 2. Monolithic Cement Concrete Curb and Sidewalk is not permmed In new For other referenced NOTES see construction. when M-011 meet work STD PLAN 104.2 naoessii a Monolhluc Cement Concrete Curb build par WSOOT SSndnd Plan F-30, 10.03. Paved surfaces must comply -th 3. Convctc to br 4.000 PSI, STD PLAN 102.1 as appliuble. .zl WSIDEWALKON.Y ••• fi .ta Ja •• r OURBM IHIXPALKPMPMFNBOM •-•--R-:- • . WRBAND 1110EWMN (>•[SNPLAB 1a1.O yB' C CONTRACTION JOINT JOINT AND FINISH DETAIL , • L.�• RiEMfIID ••� •»R V•i X14T FILLER J E FULL -DEPTH EXPANSION JOINT •,,� PUBLIC WORKS CEMENT CONCRETE DEPARTMENT SIDEWALK ass—, Itw1P1xIN,BNV .aw.�011T1nI - Md•ITS►, Ie6e NpR a Keaw.t4cm'1 aAIrt mT� w i11V1 RVIE WBNOMNCIlplCNMI SWAP) onmoTESI Y4Rc9 ReS IIOR 10 aSx wa.1RE IwRsmPl istan'i01101BR aDEwuK B£C710N O - l& sia�N MNII�TIJ .�•RR R4K YYA(MJ � J �a•kflkCYM YVEtib+t Bl�w••iJNIaERARIy /Y\I\ 1 s, uRVLSYAr VkR4rAE NEOAT.E 4aPC ,aLa•L- GKY/A [AAOOEMIEDI ,Rm.AaRa.�••, SECTION O eavTWTllolelex cu•44nrtml ,9Ef NOR A TES see S MD PLAN 104.2 D. Plea - l04 �g PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPST STD. D DEPARTMENT ENTRANCE - TYPES C1, C2, 0/0^T C3, and C-MAX G,ra Zimmerman. Public WorlU Xcl-n.W.1cr — Juc !LI•i 1 \\1 K. Bq4 0 WA OP A, / <� cn T Z �0 25672 0 �� s/DNA L 2/22/23 V E 0 • L � •� N am � W N � M Q 00 • C Q N i C LI) + N /c�v W U O 00 a) Y N "t r R-423607 I `� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` Scott Warlick 4/7/2023 SURVEYED: BCE SCALE: N/A VERTICAL: NAVD 1988 83/1 HORIZONTAL: NAD 1983/1991 DATUM C CITY 01 � RENTON N431071 Planning/Building/Public Works Dept. CONSTRUCTION NOTES AND DETAILS BLUE ORIGIN RENTON ROAD IMPROVEMENTS INTERSECTION OF MAPLE AVENUE S.W ANDDKB S.W. 16TH STREET, RENTON, WA, 98057 DATE: 2 22 2023 DESIGNED: TDM FIELDBOOK:___ PAGE: _ _ _ DRAWN: TDM ONE INCH DRAWING NO: 22334 1 REVISED PER CITY OF RENTON 1/24/23 REVIEW TDM 2/22/2 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVEDD: SHEE"C7 OR ^ v T C) C) N a J N N V CV O C) N N 1 L J Co co N N O Z M O Ili U ed I I I I X n 75 N N C coco It I 0 w 4'- 0" MIN. - q 4'- D" MIN. - q SEE CONTRACT PLANS SEE CONTRACT PLANS 318" EXPANSION PEDESTRIAN CURB - 3/8" (IN) EXPANSION JOINT (TYP.) -SEE SEE NOTE 9 JOINT (TYP.) -SEE STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING I ! LANDING 0 SIDEWALK CURB AND GUTTER 1 J I SIDEWALK I r � J I CURB AND GUTTER CURB RAMP CURB RAMP CURB RAMP 4'- 0" MIN. - ` SEE CONTRACT PLANS DETECTABLE WARNING SEE STANDARD PLAN F-45.10ACE 4' - 0" MIN- SEE SEE CONTRACT PLANS FACE OF CURB Q FACE OF CURB - DEPRESSED CURB AND GUTTER J w CROSSWALK Z ¢ PLAN VIEW DETECTABLE WARNING SURFACE - LL TYPE PARALLEL A SEE STANDARD PLAN F-45.10 'm 4'-0' MIN. SE CONTRACT PLANS 0 tO CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE i v } CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. C CEMENT CONCRETE PEDESTRIAN w a LANDING CURB - SEE NOTE 9 SECTION ( 15' - 0" MAX. (TYP.) 4 -0" MIN. 15 - 0" MAX. (TY SIDEWALK SEE NOTE 7 GRADE BREAK SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK vl� R CURB RAMP CURB RAMP l.. LANDING 318" EXPANSION JOINT (TYP.) - 1 SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 8 7\ ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT BENCHMARK CONSTRUCTION NOTES AND DETAILS OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES 1. At marked crosswalks, the connection between the landing and the PEDESTRIAN CURB - roadway must be contained within the width of the crosswalk markings. r SEE NOTE 9 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 appurte- nances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the Landing connects to the roadway. .- 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 Pedestrian Curb details. DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type " does not include i - DEPRESSED CURB AND GUTTER the adjacent Curb. Curb and Gutter, Depressed Curb and Gutter, CROSSWALK Pedestrian Curb. or Sidewalks. 7. The Curb Ramp length Is not required to exceed 15 feet (unless otherwise shown In the Contract Plans). When applying the 15-foot max. length, PLAN VIEW TYPE PARALLEL B the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant SID a from bottom of ram to to of ram to match into the sidewalk P P P P over a horizontal distance of 15 feet. Do not include abutting landing(s) In the15-foot max. measurement When a ramp is constructed on a radius, the - GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the SLOPE walkway. COUNTER TOP OF 5� 0MAX ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be omitted if the ground surface at the back of the SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb AND NOTE 6 Ramp or Landing and there will be no material to retain. 4'-O'NIN. 15'-0" MAX. (TYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5%OR FLATTER RECOMMENDED FOR GRADE BREAK ,-. DESIGN/FORMWORK (2%MAX.) * a i *� * 1k 7,5%OR FLATTER RECOMMENDED FOR DESIGN/ FORMWORK (8.3% MAX.) - SEE NOTE 7 DATUM HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88 CURB RAMP PEDESTRIAN CURB - , LANDING SEE NOTE 9 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 %\ ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT 318" (IN) EXPANSION JOINT (TYP,) - SEE STANDARD PLAN F-30.10 BOA ,D� 2g680 �v4 �SS70NAL B�Gl Zeller. Scott Jun 24 3016 7:19 AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ""ixR eQ3/hGriOr. Poly J.. 29 206 227 TNT _ STATE DESIGN ENdNEER 7 Washington Slate Departmem or TromporlaYon �- A �', A CURB RAMP, LANDING, CUT- _ F B C THROUGH OR WALKWAY DETECTABLE WARNING E MIN. MAX SURFACE (DWS) - �\ A 1 60" 240„ SEE TRUNCATED DOME DETAIL - THIS SHEET \ SEE NOTE 3 L 0 ^ ` Y l✓ B 0.65" - ...1 A IS C r O O O � O O L D 0.9" 7.40" BACK OF CURB - ^' I 2'-0"MIN.- TRUNCATED DOME SEE NOTE 2 ""• ii ii:ie:::::• TYP. OF ALL El 0.2" 1 0.2" APPLICATIONS SECTION A O _ , TRUNCATED DOME SPACING'' SEE NOTE 3 _ SEE STANDARD SPECIFICATIONS l FOR COLOR OF SURFACE TRUNCATED DOME DETAILS MATCH To WIDTH of CURB RAMP, CURB AND GUTTER - LANDING, CUT -THROUGH OR X WALKWAY 0 * r DETECTABLE WARNING SURFACE DETAIL C7 mOFFSET _ WALKWAY CURB RAMP LANDING '-. SEE NOTE 7 } WIDTH OF LANDING r WALKWAY i is WALKWAY -WALKWAY t DETECTABLE WARNING O - SURFACE (DWS) - 7 SEE NOTE 3 CURB RAMP Ir BACK OF CURB LL WIDTH OF CUT - THROUGH (TYP.) fill NOTES 1. Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable. Exception: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2" (in) on each side of the DWS is permitted. 2. Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in) thick concrete pad. The DWS panel shall be placed adjacent to the back of the curb and with no more than a 2" (in) in a between the DWS and the back of the curb measured at ( the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires P Pt a concrete border around the DWS, a variance of up to 2" pn) from the back of the curb is permitted (measured at the leading comers of the DWS panel). 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel, and perpendicular to the grade break at the back of curb. 4. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 5. See Standard Plans for sidewalk and curb ramp details. 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail crossing. 7. When the grade break between the curb ramp and the landing is less than or equal to 5 It from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. 8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary work zone applications. ' y WIDTH OF CUT -THROUGH r (TYP.) SINGLE DIRECTION CURB RAMP 2 _. FLARE: FLARE' - MIN. ".�! ci 2' - 0" m (GRADE BREAK BETWEEN CURB AND - -- - i MIN. LANDING 5 5 FT. FROM BACK OF CURB) r tr,_ LEGEND (SEE NOTE 5) BACK OF CURB - _ DETECTABLE WARNING 1 DETECTABLE WARNING o WHEELCHAIR DIRECTION SEE NOTE 2 - SURFACE (DWS)- '`. SURFACE (TYP.) 5iiiE: DIRECTION OF TRAVEL CURB RAMP w Y LANDING OF TRAVEL SEE NOTE 3 SEE NOTE 3 - - n WIDTH OF CURB RAMP WALKWAY - ACK OF CURB - D m - - SEE NOTES 2 8 8 BACK NOTE 2 CURB - _ NADTH OF PERPENDICULAR CURB RAMP SEE _ J WALKWAY (SEE NOTE 6) 7 0' r P WIDTH OF CURB RAMP, ISLAND CUT -THROUGH MIN. LANDING, OR WALKWAY DETECTABLE WARNINGSURFACE DETECTABLE WARNING SEE NOTES 3 ANPD 8 SURFACE (DWS) - SEE NOTE 3 1 BACK OF CURB - _ _ - ?; ;;:: BACK OF CURa - - SEE NOTE 2 f- -Z SEE NOTE 2 MEDIAN CUT -THROUGH _ SINGLE DIRECTION CURB RAMP DETECTABLE WARNING "' "70 ! b tr (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) -za6sa �O .�• > 5 FT. FROM BACK OF CURB) SEE NOTES 3 5 8 1 m', WIDTH OF SHARED - LANDING F' �) 5 T ER (SEE NOTE 5) Z ---- USE PATH OR i WALKWAY (TYP.),, / O;\'A L F' CURB RAMP CURB RAMP 10 iO WALKWAY - LANDING WALKWAY - _ WIDTH OF CUR -THROUGH I l I Aug 30, 2021 ~ (TYP.) SHARED -USE PATH OR DETECTABLE WARNING �. ROUNDABOUT SPLITTER WALKWAY SURFACE ISLAND , - PAVEMENT - SHOULDER STANDARD PLAN F-45.10-03 ... DGE , .. ... E RAIL - aa '' / SHEET t OF i SHEET BACK OF CURB - DETECTABLE WARNING iif!! ;;; PATH OR •�. APPROVED FOR PUBLICATION F SURFACE (DWS) - SEE NOTE 3 WALKWAY DETECTABLE WARNING _ ��- Aug 31, 2021 SEE NOTE 2 WIDTH OSURFACE (DWS) - LANDING SEE NOTES 3 5 4 AM STATE DESIGN ENGWEER PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING Washington Not' DaI-1n1en1a1Tionwa"a'I°' (SEE NOTE 6) PLACEMENT GUIDELINES SHARED USE PATH CONNECTION WIP K. Bq� OP A, t �� � S O N Z P_ 25672 0 �� AL ECG 2/22/23 E 0 � AL W a� � N am � W N � M i Q 00 N �05N C Q V) N i Ln +; N /c�v W O U � r �, Y N R-423608 I `� IN COMPLIANCE WITH CITY OF RENTON STANDARDS N n� N O C) N N DEVELOPMENT ENGINEERING ` - Scott Warlick 4/7/2023 co co N N SURVEYED: SCALE: DATE 7 ` BCE VERTICAL: NAVD 1988 83/1 C CONSTRUCTION NOTES AND DETAILS / DESIGNED: N/A HORIZONTAL: NAD 1983/1991 � CITY OF 2 22 2023 TDM � RENTON BLUE ORIGIN RENTON FIELDBOOK:=== DRAWN: PAGE: TDM ONE INCH DATUM ROAD IMPROVEMENTS DRAWING NO: 1 REVISED PER CITY OF RENTON 1/24/23 REVIEW TDM 2/22/2 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. INTERSECTION OF MAPLE AVENUE S.W AND 22334DKB LLI IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY S.W. 16TH STREET, RENTON, WA, 98057 SHEET:�� OF: ^ �f a I�