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HomeMy WebLinkAboutR-422004O N i 0 L LI O J 0 z_ v ry Q n -17 () O r O U SENECA JAV SW I WHEELSTOP PER I'o NORTHING: 175227.39 NORTHING: 175223.93 (R.O.W. VARI S) t / DETAIL 4, SHEET C-504 EASTING: 1295630.05 EASTING: 1295840.28 (PUBLIC AS HAL ROAD) II FINET-OF-WAY (TYP.) I LEGEND W & R PROPERTIES LLC NORTHING: 175222.40 (CURB WIDTH V ) NORTHING: 175220.35 I in BNSF \+, NORTHING: 175225.48 PARCEL #2146000030 EASTING: 1295945.64EASTING: 1296065.12PARCEL #21�00020 M HOMAS FAMILY PROP RTIES NORTHING: 175220.14 NORTHING: 175217.94__PROPERTY LINE N EASTING: 1296275.12 EASTING: 1295735.19 ACCESS TO A PUBLI # EASTING: 1296169.77 » ,> PARCEL 214600 040189°09 55 E S89°09'55"E N89°10'18"W 25.01' (M) S1 *13 40 W N1°13 40 E j N89°09'55"V4 ' �10.47' S89°0 55""E15.00 317.50' N89°10'18"w 25.01' (P) 10.88 - 317. �15.00' CONCRETE CURB AND GUTTER++++++ + + + + + + + + + + VLT +++++++++ +++++++ ++++++ ++++++ +++++++++++++ +++ +++++++++++ +++++++++++++ +++++++++++ L15+++++++++++ +++++++++++++-:++++++in:.- ++ +. ,72 +++++++++L9++++++++++++++ ++++++++ +++++ +++++++++++++ +++ ++ +++ +++ ++++ o 0 0 0* o +++++*+* ++++++ ++++++ +++++ ++++++ +++++� 6 ++++J ++++ +++ ++++++ +:L7: +++++ ****'* HEAVY DUTY ASPHALT PAVEMENT _503 J+. I * L37- I I LIGHT DUTY ASPHALT PAVEMENT _503 +* + C3 C4 C5 C6 C7 I I GATL 1 In L57 - L12- - - L18 - 15.0' in C8 I- C9 C10 C11 C12 :�•:.:.:•., .,�; 2 +' C20 C21 (TYP. I I - - - - _ - 'w CONCRETE SIDEWALK C2 ) L31- C22 L43� +*+ i- + * I I i C15 ++++ CURB CUT 6 - I I I I LANDSCAPING ++ ++++*C -5 + + + 1 REFER TO LANDSCAPE PLANS 00 +++ 36 L 2,_ N ; +.++++++++++* ++ NORTHING: 175100.61 LO NORTHING: 175097.61 Lc EASTING: 1295853.17 'o I EASTING: 1296093.47 -' NORTHING: 175103.80 ' '+'+'++++** I + * o * L60 IL-j- J XX +++ +++ +++ +++ +++ +++ +++ ++L21++ +++ ++ ++++ I++ ++++ ++++++++++........ - 4 + + + + + + + + + + + + *� *+ + + + + + + + + + + + O F+*+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++ o o .o 0 0 'o o * o o *c - +++ II fi FEN 1++ + + + + +YL28++++++++ + +++++* +++++++++++++++++++++++++ L34+*+*+*+*++++++++++* +++++++++* +++ I o T + + + + +*+*+ _ IN CELL I ++ +*+*+ o� +++ ++ +++* in N+*+*++ TOWER i� 7 N I + * 'oil J J J. J CO J**+*+* II I - - J + NN +' L24+ I +P+ +*+*+++++ L25+++ + + *+ o J 0 0 0 0 *o* 8 EASTING. 1295626.23 * * * + * * + * * * * * * + Ll) +++ +*+*+ +; o ++*+*+*+*+*+*+*+++++ +*+++++ +*+ + + + + + + NORTHING: 175102.75 L50* ++�++ * J I I + + +CURB++AND GUTTER, +' n +* J EASTING: 1295732.85 15.0 NORTHING: 175096.27 ++ c� 0 0 ++++-+-+-+ +-+- SEE LEGEND 1 7 (TYP. NORTHING: 175098.95 -� +* - 17 EASTING: 1296213.77 1 +. ,. 00 DO+.+.+.+.+. +*++ I I I I EASTING: 1295988.32 M _ NORTHING: 175094.31 ++++++ ++ ++ +++++++++ I I I I I I - EASTING: 1296288.79 C-301 . + + L53 C18 ++++ -I + *****+* C17 I I I C-301 ++++++++ + ++++++ C19 °' - C16 P P ++++++++++++++� 15.0 L47 +++++++++++++.J (TYP.) 15.0 ++ ++++++++++ + ( TYP.) C14 Ix I I N 1 *13' 1 'E + -I ++++++++ I Z Z *+ + i �i * I I N 1'13'1 ' F NORTHING: 175024.46 * + EASTING: 1295i 22.96 ++ + 1 5 Ln +++ - ' I o + + C13 I^ *++++'* 22.5' n 1 15 + + + + + +++ I J+ L40I I IL +++ o 0 0 0 0 o a o 0 0 14.-% 0 0 0 0 0 0 +II +++ - - + �+20.2-'I I x I 0 + + w I� + I _ _I +* *•, '•° ++VALLEY GUTTER � +++ •.;:.• '�•� STALL STRIPING 3 -50 I � PARCEL + (TYP.) -504 f ' NORTHING: 174971.87 I I N + 1 AY D7NORTHING: 174974.60 EASTING: 1296137.69 I I 35.6 D OR )3.0 59.5 EASTING: 1295836.27 DO NORTHING: 174973.65 NORTHING: 174969.37 I NORTHING: 174975.77 EASTING: 1296031.51 EASTING: 1296241.78 ASPHALT EASTING: 1295731.49 NORTHING: 174973.26 44'L X 6'W PLANTER EASTING: 1295941.47 SEE LANDSCAPE PLANS 0�0 a I C) cn x 104'L X 6'W PLANTER PARCEL #2146tOUNKN '0 N/A GATE VALVES SHALL BE BROUGHT FLUSH TO FINAL Q NORTHING: 174951.70 SEE LANDSCAPE PLANS 600 SW 1OTH ST EET GRADE AND ACCESSIBLE FOR MAINTENANCE. w J n EASTING: 1295693.38 (ADDRESS POST ) VALVES MARKERS PER COS STD PLAN 330.1 SHALL 1- TORY CONCRETE I F ET BE INSTALLED IN THE PLANTING STRIP ADJACENT NORTHING: 174947.30 , 114855 SQUARE TO THE VALVE LOCATIONS. EASTING: 1295628.11 HEIGHT = 35.0" z L I I I x LOT 5 PROTECT EX. FIRE HYDRANT AND BOLLARD, REPLACE AS REQUIRED PER DETAIL 1, SHEET C-504 CONCRETE SIDEWALK PER (TYP.) COR STD PLAN 102 GATE ADJACENT TO EX. SIDEWALK CROSS STRIPING PER X 12 BIKE RACKS, CITY X W DETAIL 3, SHEET C-504 HT 1BAY DOOR SEATTLE INVERTED-U RACK 1 BAY CONCRETE WALL TYP m OR APPROVED EQUIVALENT DOOR 1 BAY PARKING STALL COUNT PARKING LIGHTS, REFER TO ELECTRICAL CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C1 5.00' 3.93' N21 °39'55"W 3.83' 45°00'00" 2.07' C2 5.00' 3.96' N21°28'08"W 3.86' 45°23'35" 2.09' C3 5.00' 7.85' N46°13'40"E 7.07' 90°00'00" 5.00' C4 4.00' 6.28' S44'09'55"E 5.66' 90°00'00" 4.00' C5 4.00' 6.28' N45°50'05"E 5.66' 90'00'00" 4.00' C6 4.00' 6.28' S44°09'55"E 5.66' 90°00'00" 4.00' C7 4.00' 6.28' N45°50'05"E 5.66' 90°00'00" 4.00' C8 4.00' 6.28' S44°09'55"E 5.66' 90°00'00" 4.00' C9 4.00' 6.28' N45°50'05"E 5.66' 90°00'00" 4.00' C10 4.00' 6.28' S44°09'55"E 5.66' 90'00'00" 4.00' C11 4.00' 6.28' N45°50'05"E 5.66' 90°00'00" 4.00' C12 5.00' 7.21' S40°29'24"E 6.60' 82'38'56" 4.40' C13 4.00' 5.77' S49°30'36"W 5.28' 82°38'56" 3.52' C14 4.00' 6.28' S45°50'05"W 5.66' 90°00'00" 4.00' C15 4.00' 6.28' S44°09'55"E 5.66' 90°00'00" 4.00' C16 4.00' 6.28' S45°50'05"W 5.66' 90°00'00" 4.00' C17 4.00' 6.28' N44°09'55"W 5.66' 90'00'00" 4.00' C18 4.00' 6.28' S45°50'05"W 5.66' 90°00'00" 4.00' C19 4.00' 6.28' N44°09'55"W 5.66' 90'00'00" 4.00' C20 4.00' 6.28' N45°50'05"E 5.66' 90°00'00" 4.00' C21 4.00' 6.28' S44°09'55"E 5.66' 90°00'00" 4.00' C22 4.00' 6.28' N45°50'05"E 5.66' 90°00'00" 351.9 DOOR EVLT 2 6.9' c :r'.' LANDSCAPE o NORTHING: 174714.38 FIRE LANE ++++ I N w EASTING: 1295939.35 A Ld w I n 01 ASPHALT ••CL MATCH EXISTING STALL STRIPING Q S77°271041'W V) (f) 33.98 SEE DETAIL 3, SHEET C-504 FOR 158.4 0 o 3TA:20+04.02 SYMBOL AND CROSS STRIPING DETAILS �-_ a g OFF:30.00'LT ai m m ASPHALT I C VE Y'.•. �' 0 t3p6, -gyp < 2 ADA SIGN AND -504 BASE PER (TYP.) ' ID METAL MONUMENTACCE 19+pp SIGN .• ; O A PUBUC ASPHALT p4: 1g�p0 R GHTS OF VLT •:. ' ��' x.a ,•: : .:: ....:. (M) RIGHT-OF-WAY 41 "W 746.47' (M) "W ASPHALT ++++++++ :I ; •. 17 +pp 1334 g2 W LINE' S77°26'41 746.47' (P) ++++++++ = + W .:.. • S77.26'4A gEAR1NGS) �g AS1S OF STA:12+57.55 cr : ( 16+p0OFF:30.00LT I _ • N ^^ II C -FREE 1 ��� J I \\ I +VV V�\Es) ACCESS TO A PJJ- BtrC RIG -'VVAY 15 CR.p• SPHALT ROAD) C:) N S77°27'04"W co r;. `PC CURB w�pTN) Ci 33.97' --A00 ' EE'� � 1�TH STR 1'J+00 ACCESS TO A PUBLIC S RIGHT-OF-WAY O �- ' 1 CCP SUBMITTAL #1 05/10/22 SURVEYED: SCALE: 04/01 /21 HORIZONTAL: VERTICAL: NAD NAVD 1988 983/1991 DRAWN: 10 00 ' DESIGNED: AD/CH/NW AS SHOWN FOUND BRASS NAIL IN AD/CH/NW CONCRETE MONUMENT I ONE INCH DATUM CHECKED: AT FULL SCALE CM IF NOT ONE INCH wNO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY u- 23+�� FOUND 1.5" BRASSIE IN CONCRETE MONUMENT GRAPHIC SCALE IN FEET 0 20 40 80 CITY OF R Iftmov RENTON Planning/Building/Public Works Dept. LINE TABLE LINE LENGTH BEARING L1 165.85 NO°50'04.51"E L3 30.20 N44'09'55.49"W L5 33.91 N1'13'39.51"E L7 11.16 S88°46'20.49"E L8 36.50 NO°50'04.50"E L9 90.00 S89°09'55.50"E L10 32.50 SO'50'04.51 "W L12 7.00 S89'09'55.50"E L14 32.50 NO'50'04.51"E L15 105.00 S89°09'55.50"E L16 32.50 SO°50'04.51 "W L18 7.00 S89°09'55.50"E L20 32.50 NO°50'04.51"E L21 90.00 S89'09'55.50"E L22 32.50 SO°50'04.50"W L24 22.42 S89'09'55.50"E L25 68.94 S89°09'55.49"E L27 32.50 NO°50'04.50"E L28 90.00 S89°09'55.50"E L29 32.50 SO°50'04.51 "W L31 7.00 S89'09'55.50"E L33 32.50 NO°50'04.51"E L34 120.00 S89'09'55.50"E L35 32.30 SO°50'04.51 "W L37 1.20 S81 °48'51.92"E L38 159.91 S8°11'08.08"W L40 7.07 N89°09'55.50"W L42 32.50 SO°50'04.50"W L43 1.00 S89°09'55.50"E L45 76.00 SO°50'04.51 "W L47 1.00 N89°09'55.50"W L49 32.50 NO°50'04.50"E L50 540.00 N89°09'55.50"W L51 32.50 SO°50'04.50"W L53 1.00 N89'09'55.49"W L55 76.00 NO'50'04.51"E L57 1.00 S89°09'55.50"E L59 32.50 SO°50'04.51 "W L60 540.00 S89°09'55.50"E L61 32.50 NO'50'04.51"E CONSTRUCTION NOTES 01 PROVIDE FIRE LANE STRIPING PER CITY ORDINANCE. ALL CURBING SHALL BE RED AND PAINT "FIRE LANE - NO PARKING" IN WHITE PAINT ON GROUND, 18-INCHES HIGH, 1 FOOT FROM CURB, EVERY 50-FEET ALL AROUND THE PARKING LOT ON BOTH SIDES OF CURBING AREAS. A, U H H R-422004 �ssloN��1. 01 /04/2023 O IN COMPLIANCE WITH CITY OF RENTON STANDARDS J � V DEVELOPMENT ENGINEERING Z JChavez 01 /31 /2023 Q DATE: 600 SW 10TH PARKING LOT 12/09/2022 O r FlELDBOOK: PAGE: HORIZONTAL CONTROL, DRAWING NO: (l) PAVING, AND STRIPING PLAN C 01O SHEET: 4 OF: 22 O