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HomeMy WebLinkAboutR-390601Q0 O M� `' , O I r) W 905 SUNSET BOULEVARD NORTHEAST RENTON, WA PARCEL KING COUNTY TAX PARCEL NUMBER :311990-0051 SITE DATAi EX SITE=12,819 SF, 0.29 AC NDA=SITE AREA - (ESTIMATED ROW DEDICATION + ACCESS ESM NDA=12,819 SF-(627 SF +2,184 SF) NDA=10,008 SF (0.23 AC) DENSITY=10 PER ACRE MIN, 20 PER ACRE MAX DUA = 2 MIN. - 5 MAX. (2.3 TO 4.6 NON -ROUNDED) ZONING = RMF (RESIDENTIAL MULTI -FAMILY) BUILDING COVERAGE MAX, = 70% - 7,006 SF (70% * 10,008 IMPERVIOUS MAX.=75% - 7,506 SF (75% * 10,008 SF) EXISTING IMPERVIOUS SITE COVERAGE = 1,861 SF (0.043 AC) BUILDING COVERAGE = 3,795 SF (0.087 AC) ONSITE PGIS COVERAGE: 1,328 SF (0.030 AC) ONSITE REPLACED PGIS: 449 SF (0.010 AC) OFFSITE REPLACED PGIS: 652 SF (0.015 AC) ONSITE NONPGIS COVERAGE: 603 SF (0.014 AC) OFFSITE NONPGIS COVERAGE: 689 SF (0.015 AC) TOTAL ONSITE IMP. COVERAGE:6,175 SF 0.142 AC TOTAL PROJECT IMP. COVERAGE: 7,516 SF (0.173 AC) TOTAL PGIS: 2,429 SF (0.056 AC) HEIGHT MAX=35' (3 STORIES) EXISTING ARE HYDRA VERTICAL DATUM (ALONG EXISTING AC VERTICAL DATUM: NAVD 88 AND UTILITY EASEM CITY OF RENTON MONUMENT #398 ELEVATION=285.085 AI AIGi HORIZONTAL DATUM ASSUMED THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST IS NORTH 00'15'57" EAST AS SHOWN ON CITY OF RENTON LOT LINE ADJUSTMENT RECORDING NUMBER 20070320900004 POOL BROTHERS CONSTRUCTION 720 N. 1OTH STREET SUITE #A105 RENTON, WA 98057 PROJECT I_ 1 CES NW, INC. 310 29TH ST. NE, SUITE 101 PUYALLUP, WA 98372 VOICE: (253)848-4282 FAX: (253)848-4278 SURVEYi BOUNDARY SURVEY IN SEPTEMBER 2014 CONDUCTED BY: CES NW, INC. 310 - 29TH STREET NE SUITE 101 PUYALLUP, WA 98372 253-848-4282 SEPARATE BUILDING PERMIT IS REQUIRED FOR ANY WALL OR PORTION OF WALL THAT IS 4 FEET OR TALLER. SHARED ACCESS NOTEi ADVANCE NOTIFICATION OF ANY WORK ON THE PRIVATE SHARED ACCESS THAT WILL IMPACT THE ACCESS TO THE EXISTING PROPERTY TO THE WEST, 907 ABERDEEN AVE NE, SHOULD BE PROVIDED TO THAT DEVELOPMENT. MEASURES TO ENSURE THE INGRESS/EGRESS OF THE ADJACENT PROPERTIES SHOULD BE PROVIDED DURING CONSTRUCTION ON THE SHARED ACCESS. SHEETINDEX C1 COVER SHEET A PORTION 1 rX 1 1.. !' 51 WILLAMETTE MERIDIAN, COUNTY, !. :L EXISTING FIRE HYDRANT (ALONG WESTSIDE OF ABERDEEN AVE NE) MIN WATER SERVICE `UNE (TYP.) I 10 0 5 10 20 1 inch = 10 feet. 4 o I a II a „ 7 I I i I I EXISTING EAST RIDGE a APARTMENT SIGN I I _.________ I WATER METER -t63 - - S89'4.4'59"E 91.00' ®AND DCVA TYP) INFILTRATION TRENCH 1" IRRIGATION / \ ° �\ ,�,! i a ,v (SEE SHEET C8) I I METER I r o ----------- ----- o =__-- ---- - ---- - - ---------------- ------------------------- ------------ ----- --- a.. --------------------- - -- -------------------- ----------- >: I r r w I Z I_:::::::::I I I:::::::::a 1- w w o :: .... ::::::::':::::::1:: a a i ::::... 1 I :: .::::::::.:FI I I N L :::. 1 N W ::: a W N ►:::':::::::::::::::::::::':::: �� a r LESS I 1 Z N ::.... :::::::::::::::::::Q: n ° ENT i l ::::::::: = , I ::::::::: I I h':::::::::.............'::::::::.::::::.'.:..:::. . \ :: :'1R.5 >I , I:::::: R.3 R.5 I I .:.::.: :::.:.:.. .:. �:':: S89 44 59 E 54.00 i (.... ... _ - - �r..� _- R.5 �::: a i I 1 T : {::: --_-, -------t...: ---------- j----, ....................----------- ------------------------ ------ --- - ------------�.,..r..�-- _-- i ' :::::::\ F F 1 I I \ 1. RD .......... 0 a ' L\� i; op F I 1 X 27 SF OFF I I \ PRIVATE I ono / / PROPOSED CURB F , 0 36 SF OF i - �, / / . \ 1 I 36 SF OF SPACE PRIVATE EXISTING CURB195 SF / III Cg#1 I , o PRIVATE SPACE \ SPACE o I SPACE OF PRIVATE FF PN 1 �I 13.37 \ 1 16.00 (TYP.) 19.00 (IYP.) I I 205.0' 3119900050 : 180 S,F OF PRIVATE 5-Plx Unit ,y, SPACEI / i of 1 b*1 I I o li 1 196.5' I i/ F F CD / > f 1 ) 1/ F F 1 1 18'-3 BED I / 196.5 1 18 -31 BED 18 -3 BED 17 -�� 17 -2 BED s-6 0 204.6' I�� 1 3 STIORY 3 STORY _-3--STORY 3 STORY CR 3 STORY 1 // 110,p� FF \ � \ / a i 3 N 1 \ 1 II I 168 SF OF /� / I© / ! ZI\a , �R , 136ISF OF PRIVATE SPACE , i PRI SF OF / I / ! ° I v 1 PRIVATE SPACE PRIVATE / I / a /�' ILI) \ PACE p S CO#2 201.8' SSCO#6 _RC / ° a l l l ° , R. p �, 0 205.9' a ° i ; l SSCO#1 197.8'\ SSCO#7 / S > 197.8 i 201.9 ° 202.5 4 203.5 203./5 a J / ES 31.48' J N89744'57'W 129.46' iE3 El R- -� ( a / ;\ EXISTING RIGHT OF WAY \ PROPOSED RIGHT OF WAY a � / a a - - ---- = --- ---- - - - - - - - - ----------- -- EXISTING 5 UTILITY EASEMENT PER AFN# 7709060799 \ \ / PN GRAD LA ANALYSIS UTILITY- - \\ / 8137900000 SEGMENT GRADES `AVERAGE LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND A 197.3 + 199.0 / 2 197.15 / ARE SUBJECT TO VARIATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIOB 199.0 + 199.0 2 199.0 r N � DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE C 199.0 + 200.5 / 2 199.75 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL D 200.0 + 200.2 / 2 200.1 INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW E 200.6 + 201.3 / 2 200.95 U1ILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL F 201.3 + 201.2 / 2 201.25 RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE G 201.2 + 203.5 / 2 202.35 EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL H 2O3.0 + 203.0 / 2 203.0 CONSULT CES NW INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CES NW INC., ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. 1 203.6 + 204.3 / 2 203.95 FILL SPECIFICATION PARKING J K 204.3 + 204.1 / 2 203.8 + 204.1 / 2 204.2 203.95 FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, REQUIRED = 1.6 SPOTS PER UNIT x 5 UNITS = 8 SPOTS REQUIRED L 203.8 + 204.8 / 2 204.3 DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, M 203.5 + 205.9 / 2 204.7 REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. PROVIDED = 1 IN DRIVEWAY, 1 IN GARAGE PER UNIT N 203.0 + 203.0 / 2 203.0 2 PER UNIT x 5 = 10 SPOTS PROVIDED 0 202.5 + 203.5 / 2 203.0 TRENCH NOTE P 202.3 + 202.5 / 2 202.4 IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET Q R 200.6 + 202.3 / 2 200.6 + 200.6 / 2 201.45 200.6 THE OPEN PIT REQUIREMENTS OF WSDOT SEC11ON 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE S 199.2 + 200.6 / 2 199.6 CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON T 197.8 + 197.8 / 2 197.8 INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. U 196.5 + 199.2 / 2 197.85 V 196.5 + 195.8 / 2 196.15 NOTE W 196.5 + 196.5 / 2 196.5 GRADE PLAN ANALYSIS INFORMATION PROVIDED BY PROJECT ARCHITECT. X 196.7 + 196.5 / 2 196.6 TOTAL: 4820.9/24=200.87-GRADE PLANE ELEVATION U16002091 RENTON,.' 1 VICINITY MAP N.T.S. EXISTING DESCRIPTION PROPOSED - - - --- MONUMENT LINE --------- PROPERTY LINE - -CL- - - RIGHT OF WAY LINE -R/W - - RIGHT OF WAY LINE -------- EASEMENT LINE - _ =-R/W- - - BUILDING SETBACK LINE ------------------- e E) G CHAIN LINK FENCE 0 e e eBE3 WOOD FENCE e E3 CURB -EP----------------- EDGE OF PAVEMENT P- ��o' CONTOURS y0� F-1 STREET SIGN ❑ STORM DRAIN CATCH BASIN 0 STORM DRAIN MANHOLE o STORM DRAIN CLEANOUT SD STORM DRAIN LINE SD RD ROOF DRAIN LINE ®--RD SANITARY SEWER MANHOLE a SANITARY SEWER CLEANOUT S SANITARY SEWER LINE S SS SANITARY SEWER STUB SS FIRE HYDRANT D4 WATER VALVE N ❑w WATER METER 19 W WATER MAIN W LUMINAIRE-� -0-- POWER/UTILITY POLE C_ GUY ORE EXISTING FIRE HYDRANT (SOUTHEAST CORNER OF THE INTERSECTION AT SUNSET BLVD NE AND NE 9TH ST) ASBUILT THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. Iii O NON* ASPHALT OVERLAY CEMENT CONCRETE SAWCUT LINE ROCK WALL CLEARING LIMITS INTERCEPTOR DITCH SILT FENCE CHECK DAM CALL 48 HOURS BEFORE YOU DIG DIAL 811 r W w H-390601