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200729-Approved Site Plan - civilsApproved for Construction 0 WYNDSTONE MULTI-FAMILY Derek M. McCoy, P.E. x o :s eo Civil Review Engineer N A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN Expires CITY OF YELM, THURSTON COUNTY, WASHINGTON I Inch 90 Leel 07129/2020 ' 08/0112021 = _ J i 5' LANDSCAPE _ BUFFER - - - 76640000001 - - - - TRACT B TAHOMA TERRA PHASE 1, DMSION- �`` _ �_ __________ OPEN SPACE 8'ASPHALTPmESTRIANTRAL > -- 4 CAR r I � GARAGE \' 4 CAR \ FACTOR I GARAGE I AREA GARAC I � L GARAGE _ P K fl (33) 8.5'x20'/- - u - I 1 ,� • . ,�, J - — - DRE ABLE .C. TPJ (35) 8.5x20' STALL Bx VAULT I 31 sstx AVE ff a N o(TIP.) (• N LON:,VIRE ST SE 0 ( I I 1 n I 1 2';51 I I 348 • I 1 I, i I I I `. w as Q 1 Q �` I ' '- I VICINITY MAP 4445Ja • �)" •!•''�. i 'I I 3 NTS EXISTING FORCE LEGEND '.1 MAIN SNB AT r RIGHT OF WAY EXISTING DESCRIPTION PROPOSED i OPEN CE BUILDING 3/ / I I I ' e MONUMENT s BUILDING 4 / & !j 19 LINTS 20 UNfTs" 3 I RULDING 2 BUILDING 1 �� I I 3 _ _ — MONUMENT LINE — - --- - — ! •EL=353.3 / CONNECT TO -- _- . -PROPERTY UNE EL=34ss I 20 UNITS GPE ACE 16 UNITS ' I I / I EL=349.8 I i EL=349.0 ` I i 3 EXISTING SNB. EASEMENT UNEUNE 7oA•,77. E"'o�. -------- } / SECOND fL00 '( -_-_---------_ OVERHANG i I -- I BUILDING SETBACK UNE -- X12 CE .;.};{.:.;,: \ :., ; ..•' ; . ; n.I_. ! 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I / / 56' ROW DEDICATION "... �..................... ..... :•:•.•.•.•.•: .•: :.•.•. •.•:. .... 1. ;•:.i P;:};:. •::. \ }`�d LUMINAIRE / / i .... it i ........ i GUY WIRE i PROPOSED IRRIGATION - ' ' - � � - ' ' ' ' ' � ' \ L � POWER/UTILITY POLE 'o METER ASSEMBLY UTILITY NOTE / 21724420200 \ 1 ' c cns MAN J h LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON 13) GAS VALVE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE SHEET INDEX © GAS METER CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, PROJECT STATISTICS VERTICAL DATUM OWNER/DEVELOPER C1 COVER SHEET P MAIL BOX a AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY GENERAL STATISTICS POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL C2 EROSION CONTROL PLAN U. LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING SITE ADDRESS: 15025 TAHOMA BLVD. SE YELM, WA 98597 OPEN SPACE GROSS AREA 203,322 S.F. X NAVD 88 WYNDSTONE, LLC ASPHALT CONCRETE 1-800-424-5555 AND THEN POT HOUND ALL OF THE EXISTING UTIUTY PARCEL NUMBER: 4.67 A20300 OPEN SPACE REQUIRED: 10%81 SQ. S.F. ONSITE BENCHMARK: TOP L C CO= SE 429 - 29TH 983 NE, SUITE A C3 EROSION CONTROL NOTES &DETAILS J]� LOCATIONS OF NEW UTILITY CROSSINGS TD PHYSICALLY VERIFY WHETHER OR NOT CROSS SITE AREA 4.67 ACRES 1203,322 SQ. FT.) RECREATION FRONDED: 20,281 SQ. FT. CORNER C POWER VAULT ELEV =346.55 PUYALLUP, WA 98372 ASPHALT OVERLAY L_L<J�1LGC�l� V O1 TAHOMA BLVD S.E. ROW: 0.35 ACRES 15,146 SQ. FT. PARKING OPEN SPACE PROVIDED: 4,167 SQ. FT. PHONE: (253) 927-7006 C4 GRADING &PAYING PLAN �"- CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESEONSBIUTY FOR ANY 56' ROW DEDICATION: 0.76 ACRES 33,197 SQ. FT.; TOTAL OPEN SPACE: 24,448 SQ. FT. PRIMARY BENCHMARK CONTROL FROM CEMENT CONCRETE J W J ; AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE NET SITE AREA: 3.56 ACRES 154,979 SO. FT.) THURSTON COUNTY GPS CONTROL NO. SURVEY BY C5 RAMP AND INTERSECTION GRADING PLAN O EXACTLY AND PRESERVE ANY AND ALL UTILITIES IF CONFLICT SHOULD OCCUR, = W 1252AZ 2" SURFACE BRASS DISK IN C6 ROAD 'A' PLAN AND PROFILE SAV,CUT UNE ------------------- Z THE CONTRACTOR SHALL CONSULT CS NW INC., TO RESOLVE ALL PROBLEMS UTILITIES; PHASE i STATISTICS WSDOT CASE MON AT INT TAHOMA BLVD E. TRUE & ASSOC. :�: 0 PRIOR TO PROCEEDING WITH CONSTRUCTION. CES NW INC., ASSUMES NO UABIUTY ELECTRICITY: PUCT SOUND ENERGY PHASE AREA: 113,631 S.F.(2.61 AC.) SE AND SW BERRY VALLEY RD NAVD 88 P.O. BOX 908 C7 DRIVE AISLE 'A' & 'B' PLAN AND PROFILES WETLAND �• F } FOR THE LOCATION C UNDERGROUND UTILITIES. CAS: PUGET SOUND ENERGY 56' ROW DEDICATION: 33,197 S.F.(0.76 AC.) �y = 340,02 YELM, WA. 98597 C8 DRIVE AISLE 'C' PLAN AND PROFILE W w ; TELEPHONE: YCOM NET AREA: 80,434 S.F.(1.85 AC.) (36D) 458-2894 / WETLrWD BUFFER z :20 p FILL SPECIFICATION CABLE: YCOM BASIS OF BEARINGS C9 INFILTRATION TRENCH PLAN TW= / 8W= TOP WALL /TOE WALL z a w SEWER: CITY OF YEUA TOTAL NUMBER EMITS 36 UNITS MONUMENTS AND CORNERS FOUND AS SET NOTES CIO STRIPING & DIMENSIONING PLAN Q Q 3 FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WATER: GTY OF YELM PARKING REQUIRED: 2 STALLS PER UNIT X 36=72 STALLS 1. PRIOR TO CONSTRUCTION OF S WHICH ARE HAZARDOUS, DANGEROUS TOXIC, OR WHICH OTHERWISE VIOLATE ANY PER PLAT OF TAHOMA TERRA PHASE ONE, :X>"�S.a-U.=1 ROCK WALL m GARAGE PARKING 8 STALLS INFILTRATION TRENCH, OWNER SHALL CII GENERAL NOTES & DETAILS STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, DENSITY STATISTICS DIV 1, AFN 3830707. CALC. POSITION C ONSTE PARKING 53 STALLS CONTACT GEOTECHNICAL ENGINEER TO Ld z OR STANDARD. ONLY EARTH MATERIAL STALL SE PLACED IN FILLS. EXISTING ZONING 8 UNITS DENSITY WEST UNE C NW t/4 OF SE 1/4 OF C12 GENERAL NOTES &DETAILS ui Z STREET PARKING: 46 STALLS VERIFY SOILS INFILTRATION RATE. IF �!'� RETAINING WALL MIN. UMTS REQUIRED: 8 UNITS PER GROSS ACRE SECTION 24. MAX. UNITS ALLOWED: 16 UNITS PER GROSS ACRE TOTAL PARKING 107 STALLS SOILS ARE NOT AS INDICATED C13 GENERAL NOTES & DETAILS O W, TOPOGRAPHIC NOTE CONTACT ENGINEER FOR POSSIBLE c000000o BLOCK WALL TOTAL UNITS ALLOWED: 4.97 ACX 16=74.7 UNITS LEGAL DESCRIPTION THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS TOTAL UNITS SHOWN: 75 UNITS PHASE 2 STATISTICS RESOLUTION. C14 SANITARY SEWER &WATER MAIN PLAN Z HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY NET AREA 74,545 S.F.(1.71 AC.) PARCEL NO. 21724420300; 15025 C15 SEWER & WATER-ROAD 'A' PLAN & PROFILE CLEARING UNITS (YWYI > x OTHERS WHILE THIS INFORMATION IS BEUEVED TO BE RELIABLE, CES NW INC., SETBACK REQUIREMENTS TOTAL NUMBER UNITS: 39 UNITS TAHOMA BLVD SE PARCEL A OF CITY OF ` r_ CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ARTERIAL SETBACK: 35 PARKING REWIRED: 2 STALLS PER UNIT X 39=78 STALLS YELM BOUNDARY LINE ADJUSTMENT NO. C16 SEWER & WATER DRIVE AISLE 'A'&'B' PLAN & PROFILE INTERCEPTOR DITCH — • • • — s ,0111 ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH SDE SETBACK: 10' BLA.140153 YL AS RECORDED JULY 18, C17 SEWER & WATER DRIVE AISLE 'C' PLAN AND PROFILE SILT FEND ---EL— m REAR SETBACK: 25' GARAGE PARKING 8 STALLS 2014 UNDER AUDITOR'S FILE N0. MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. FLANKINGSDE SETBACK: 20' ONSITE PARKING: 92 STALLS 4400621. IN THURSTON COUM, C18 SEWER NOTES & DETAILS CHECK DAM o m TRENCH NOTE TOTAL PARKING 100 STALLS WASHINGTON. PARKING STATISTICS TOTAL SEWER NOTES &DETAILS a � IF WORKERS ENTER ANY TRENCH C OTHER EXCAVATION FOUR OR MORE FEET IN PARKING REQUIRED: 2 STALLS PER UNIT X 75=150 STALLSDesigned: DPS C20 SEWER NOTES III DETAILS DEPTH THAT DOES NOT MEET THE CEN PIT REQUIREMENTS OF WSDOT SECTION EARTHWORK QUANTITIES Drawn: MRL 2-09.3(3)8, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL GARAGE PARKING: 16 STALLS C21 WATER NOTES & DETAILS checked: CAD BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO ONSITE PARKING: 143 STALLS CUT QUANTITY: 4,310 CU.YDS. C22 WATER NOTES & DETAILS Scale: 7'=30• , RESPONSIBILITY. STREET PARKING 46 STALLS FILL QUANTITY 4,771 CU.YDSILITY. ALL TRENCH SAFETY SYSTEMS STALL MEET THE REQUIREMENTS TOTAL PARKING 205 STALLS LI LANDSCAPE PLAN JDDD Ng.: 6/06164 C THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RDW. L2 LANDSCAPE NOTES/DETAILS CALL 48 HOURS Shaer No.: 11 IRRIGATION PLAN BEFORE YOU DIG oA7BUt�dnI1MPRAW C1 IWIAClC WA . IniTW TQ BotimmY, 12 IRRIGATION DETAILS BrA ""uxrur"�1QM `Twos AW SLI STREET LIGHT ANALYSIS 1-800-424-5555 F�AUTTOG BIUWNI& 4RNE9 BY 0110M t of 27 Sneeis