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2020.0106.CI0005 Civil Plan Set (Approved) 7.29.2020WYNDSTONE MULTI -FAMILY A PORTION OF THE NW 114 OF THE SE 114 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 1 LANDSCAPE _ El - - ❑ -� El ! 350 — •_ - - - - _ _ BUFFER -- - 78640000001 - - -- - TRACT B TAHOMA TERRA PHA 0 i J - - - - - - - _ - - - ' _._� — 5E 1 DIVISION f ~ r - - - J - OPEN SPACE s' ASPHALT PEDESTRIAN TRAIL ' r- ��, ,-------;---------------- ------------ --- -- '--- �� - - cn - -- --- -- - -- -- --- ----•------- I 4 CAR - D l�- -- -------"-- - - -- , a 4 CAR GARAGE �' 'OOMPACTOR I GARAGE T AREA GARAGE GA CRR RAGE I ' • ; a (33) 8.5'x2a' STALLS T .. >0 ~ 3❑ ❑ 15 30 60 6m miil 9 ! 1 1 inch = 30 feet 1• �� I Wso` - DRIVE AISLE C r(TYP.) (35) 8.5'x20' STALLS �r11 I TYP. -- �'T. H w N w 4y Y I A I 99TH AVE SE I _ 7 3 # I -Wr I? - FH#41 to ` (TYP.) I ! FDC } 1 ! 011E F \. \ O RED _ CO REIN I GOVtR C6VERiD � - '. � � — Tom:... �- r — � . / 3 / _ • •' - •; -• -. , _. � �. � � ., 2, I 1.1 :. I 348 CD Lq 00 FZ LO Ln LA 4 N BUILDING 4 / _ . I i i OPEN CE BUILDING 3 �. ' 4 N I. - • . BUILDING 2 7 f \19 UNITS �1 3 BUILDING 1 F 20 UNW IL= 353.3 f = : - 24 UNITS I OPEN � PACE � � � ' . t .i\ � E � EL -349.8 I 16 UNITS I 1 �F I ! f A EL=349.8 I •.\ J I 4 I.. + SECOND FLOOR IV ^ _ ;1-�� J J FI OVERHANG I ' - �l _ 'FDC: +�.. PILI PIV F 2 fDC- + — f RD Q R :R {"" �• f fit I' - F .` ,.' - 1 C. p / / f FH#1 .. _ -' I p 4,� O & :, rc r . ' I I p 400 3000 GA� ON. I L , I . O ' 70' �. 12' ` 1 2a 5' 1 20' rI, 1 60Q0 & 3000 GALLON. O ��, �.; I % SECOND FLOOR i 0 � 1 ( � 1 I p I� 3: - OVERHANG ! 5'(TYP.] STEP TANK.(TYPICAL� OST FLOOR + a I 1 1 t ° - ACTIVI T\ CENTER � t ` ° - _ �� - _ - - ` - p ------ - -- --- - --- - - - -- - p Z�----z �.� _--- -L__ 5R I7 - ----------�--- ---- I------- (TYP.} O L - z.�s' 'p + • , -- -- ------ V:ENTRY- ❑IL 6 d } ju_ _ e - el . 7 w w W 7x20 STREET STALLS f I t _ I f L if '1 FM } " '� h� f FSI , FM FM _ ' FM FM 3' FORCE: MAIN _ C - - - - - � _ _ � - �._ - - _ _ _ w L Y I } Fhl FM FM FM FAI FAI . . . . . . . . . 1-7 . . . . . _ t.r. — - e I I I -5S'• ROW DEDICATION:......... • ................ `: ' r I f PROPOSED IRRIGATION METER ASSEMBLY. 11 { TILITY N TE Of i � 1 l 1 �D- MONUMENT 9 a }l - - - - - - - - - PROPERTY LINE 56' ROW DEDICATION: - - RIGHT OF WAY LINE - - 3.56 ACRES l l 1 l ` . � l � MAX. UNITS ALLOWED: l 1 TOTAL UNITS ALLOWED: c� —EXISTING FORCE MAIN STUB AT RIGHT OF WAY. CONNECT TO EXISTING STUB. 100TH AV SE Q LONG 0 VICINITY MAP NTS LEGEND EXISTING DESCRIPTION PROPOSED �D- MONUMENT 9 -- MONUMENT LINE - - - - - - - - - - PROPERTY LINE 56' ROW DEDICATION: - - RIGHT OF WAY LINE - - 3.56 ACRES EASEMENT LINE - - - - - - -- MAX. UNITS ALLOWED: BUILDING SETBACK LINE ___________________ TOTAL UNITS ALLOWED: c� CHAIN LINK FENCE 0 Q 0 DETAILS WOOD FENCE WATER )( K X WIRE FENCE x )[ X WATER CURB & GUTTER DETAILS ___________________ EDGE OF PAVEMENT apo' CONTOURS foo f 1 STREET SIGN i ❑ STORM DRAIN CATCH BASIN ■ W STORM DRAIN MANHOLE �■ Q STORM DRAIN CLEANOUT ■ SD STORM DRAIN LINE $D RC ROOF DRAIN LINE FIC Q SANITARY SEWER MANHOLE Cn Cnw o SANITARY SEWER CLEANOUT ■ S SANITARY SEWER LINE 5 SS SANITARY SEWER STUB SS S FIRE HYDRANT Luw Da WATER VALVE Q WATER METER ■ THRUST BLOCKING W WATER MAIN W LUMINAIRE -0- POWER/UTILITY POLE E- GUY WIRE G - - GAS MAIN U O / � / 1 l 4 r-. � �� � `l LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON 21724420200 ID GAS VALVE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL 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. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CES NW INC., CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. TRENCH NOTE PROJECT STATISTICS GENERAL STATISTICS SITE ADDRESS: 15025 TAHOMA BLVD. SE YELM, WA 98597 PARCEL NUMBER: 21724420300 TELEPHONE: GROSS SITE AREA: 4.67 ACRES `203,322 SQ. FT.) TAHOMA BLVD S.E. ROW: 0.35 ACRES 15,148 SQ. FT. 56' ROW DEDICATION: 0.76 ACRES 33,197 SQ. FT. NET SITE AREA: 3.56 ACRES 154,979 SQ. FT.) UTILITIES: ELECTRICITY: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: YCOM CABLE: YCOM SEWER: CI TY Of YELM WATER: CITY OF YELM DENSITY STATISTICS STREET PARKING: EXISTING ZONING: R-16HIGH DENSITY MIN. UNITS REQUIRED: 8 UNITS PER GROSS ACRE MAX. UNITS ALLOWED: 16 UNITS PER GROSS ACRE TOTAL UNITS ALLOWED: 4.97 AC X 16=74.7 UNITS TOTAL UNITS SHOWN: 75 UNITS SETBACK REQUIREMENTS ARTERIAL SETBACK: 35' SIDE SETBACK: 10' REAR SETBACK: 25' FLANKING SIDE SETBACK: 20' PARKING STATISTICS OPEN SPACE GROSS AREA 203,322 S.F. X OPEN SPACE REQUIRED: 10%=20,332 S.F. RECREATION PROVIDED: 20,281 SQ. FT. PARKING OPEN SPACE PROVIDED: 4,167 SQ. FT, TOTAL OPEN SPACE: 24,448 SQ. FT. PHASE 1 STATISTICS PHASE AREA: 113,631 S.F.(2.61 AC.) 56' ROW DEDICATION: 33,197 S.F.(0.76 AC.} NET AREA: 80,434 S.F.(1.85 AC. TOTAL !NUMBER UNITS: 36 UNITS PARKING REQUIRED: 2 STALLS PER UNIT X 36=72 STALLS GARAGE PARKING: 8 STALLS ONSITE PARKING: 53 STALLS STREET PARKING: 46 STALLS TOTAL PARKING: 107 STALLS PHASE 2 STATISTICS NET AREA: 74,545 S.F.(1.71 AC.) TOTAL NUMBER UNITS: 39 UNITS PARKING REQUIRED: 2 STALLS PER UNIT X 39=78 STALLS GARAGE PARKING: 8 STALLS ONSITE PARKING: 92 STALLS TOTAL PARKING: 100 STALLS IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN PARKING REQUIRED: 2 STALLS PER UNIT X 75=150 STALLS SEWER DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION CIO SEWER EARTHWORK QUANTITIES 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL GARAGE PARKING: ONSITE PARKING: 16 STALLS 143 STALLS CUT QUANTITY: 4,310 CU. YDS. BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO STREET PARKING: 46 STALLS FILL QUANTITY 4,771 CU.YDS. RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS TOTAL PARKING: 205 STALLS NOTES & OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. C20 SEWER NOTES & VERTICAL DATUM N AVD 88 ONSITE BENCHMARK: TOP OF CONC, SE CORNER OF POWER VAULT ELEV = 346.55 PRIMARY BENCHMARK CONTROL FROM THURSTON COUNTY GPS CONTROL NO. 1252AZ 2" SURFACE BRASS DISK IN WSDOT CASE MON AT INT TAHOMA BLVD SE AND SW BERRY VALLEY RD NAVD 88 ELFV = 340.02 BASIS OF BEARINGS MONUMENTS AND CORNERS FOUND AS SET PER PLAT Of TAHOMA TERRA PHASE ONE, DIV 1, AFN 3830707. CALC. POSITION OF WEST LINE OF NW 1/4 OF SE 1/4 OF SECTION 24. LEGAL DESCRIPTION PARCEL NO. 21724420300; 15025 TAHOMA BLVD SE PARCEL A OF CITY OF YELM BOUNDARY LINE ADJUSTMENT NO. BLA 140153 YL AS RECORDED JULY 18, 2014 UNDER AUDITOR'S FILE NO. 4400621, IN THURSTON COUNTY, WASHINGTON. OWNER/DEVELOPER WYNDSTONE, LLC 429 - 29TH STREET NE, SUITE A PUYALLUP, WA 98372 PHONE: (253) 927-7006 SURVEY BY E. TRUE & ASSOC. P.O. BOX 908 YELM, WA. 98597 (360) 458-2894 NOTES 1. PRIOR TO CONSTRUCTION OF INFILTRATION TRENCH, OWNER SHALL CONTACT GEOTECHNICAL ENGINEER TO VERIFY SOILS INFILTRATION RATE. IF SOILS ARE NOT AS INDICATED CONTACT ENGINEER FOR POSSIBLE RESOLUTION. SHEET INDEX © GAS METER C1 COVER SHEET P MAIL BOX C2 EROSION CONTROL PLAN ASPHALT CONCRETE C3 EROSION CONTROL NOTES & DETAILS ASPHALT OVERLAY C4 GRADING & PAVING PLAN C5 RAMP AND INTERSECTION GRADING PLAN CEMENT CONCRETE C$ ROAD 'A' PLAN AND PROFILE SAWCUT LINE C7 DRIVE AISLE 'A' & 'B' PLAN AND PROFILES �- - . _ . _ . _ • : - W - - WETLAND C$ DRIVE AISLE 'C' PLAN AND PROFILE WETLAND BUFFER C9 INFILTRATION TRENCH PLAN _ C10 STRIPING & DIMENSIONING PLAN- / ew C11 GENERAL NOTES & DETAILS ROCK WALL C12 GENERAL NOTES & DETAILS C13 GENERAL NOTES & DETAILS C14 SANITARY SEWER & WATER MAIN PLAN C15 SEWER & WATER -ROAD 'A' PLAN & PROFILE CIO SEWER & WATER DRIVE AISLE 'A'&'B' PLAN & PROFILE C17 SEWER & WATER DRIVE AISLE 'C' PLAN AND PROFILE C18 SEWER NOTES & DETAILS C19 SEWER NOTES & DETAILS C20 SEWER NOTES & DETAILS C21 WATER NOTES & DETAILS C22 WATER NOTES & DETAILS LI LANDSCAPE PLAN RETAINING WALL BLOCK WALL CLEARING LIMITS INTERCEPTOR DITCH SILT FENCE CHECK DAM I • ' • ' .. • it ------------------- TOP WALL TOE WALL L2 LANDSCAPE NOTES/DETAILS CALL 48 HOURS nk 44 11 IRRIGATION PLAN BEFORE YC U DIG INCLU BUT ° MITED T° �"°ARY' 12 IRRIGATION DETAILS r 1— 8 V 4 2 4 5 5 5 5 RlBEARINGS, Y.M EASEMENT, PARCEL LND FROMbs AND RS, bt E DERIVED Pu�c SLI STREET LIGHT ANALYSIS V RECOR05 OR ACQUIRED FROM AUT4CAb Date: 6/12120 Jots No.: bRANfJIGS 5E1PPl1EO BY OTHERS. Sheet No.: C1 1 of 27 Sheets N o U nk 44 0 t't �sw d U ' � W a N Lj M a) ~a) W N C b. -All �� ■ Scale: Sheet No.: C1 1 of 27 Sheets v 0 0 0 0 a U Designed: DPS Drawn: Co Checked: CAD Scale: 1"=30' Date: 6/12120 Jots No.: N u ' W J n co J W». = a Q H W W m C a 2 0 z 0 3 w Cn Cnw z Z Luw Sheet No.: C1 1 of 27 Sheets v mm 0 a U Designed: DPS Drawn: MRL Checked: CAD Scale: 1"=30' Date: 6/12120 Jots No.: 06164 Sheet No.: C1 1 of 27 Sheets NOTEII CONTRACTOR SHALL POTHOLE AND LOCATE POTENTIAL UTILITY CONFLICTS PRIOR TO CONSTRUCTION, WYNDSTONE MULTI -FAMILY aml�r� A PORTION OF THE NW 114 OF THE SE 114 OF SECTION 24JOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN '° 1530 60 CITY OF YELM, THURSTON COUNTY, WASHINGTON 1 inch = 30 feet~ l A f EXISTING POWER POLE & GUY WIRE TO BE REMOVED f r IJ 1 i I I I CONTRACTOR IS TO COORDINATE HTH-UITLITI' -- J DIS�TTO-KEER SEnn TO NEIGHBORING _ r I' EXISTING POWER POLE & GUY WIRE TO BE REMOVED l 1 o 1 P ERTIES WHILE OVERHEAD LINES ARE RELOCATED. - f CONTRACTOR IS TO COORDINATE WITH UTILITY I A 1 1 DISTRICT TO KEEP SERVICE TO NE GIiB9R1NG �I�4 I . - r - 1 — I �, PROPERIIES WHILE OVERHEAD LIN S ARE RELOCATED. 786400 001 .� � : - ~ -- , � — � �'A�f�MA TERRA �� j+j� A PHASE f, DIVISION 1 I i d • n" ---- -; ------------------�---------------------------------- --- -- -` - - - - - - --------h — -- --- --- ------ - - - - -- — CCTV Flo GARAM Ff-347.20 `e _ C"GE . + 40-� � � - L - � � � •- _ \ f -- - � � V _ �J�C � = � �= -- - � __ _: — Ff�i4B�50 �� �— - -XIS11140- TELEPHON& - 4 - ` I 1 z T — — �-- — 4z QQ I I f PEDESTAL TO BE / J - I /_ 43 O l y - -\ / m . ,' I d� a o � f f �� '�1� ,WWII 44 QO = f a a N REMOVED - , ROCS( CHECK DAM .�5 45� Ot� i I , � � � ` . � a V to cn k is EXISTING ON-SITE ROAD- l I �ER DETAI TYP} INTERCEPTOR DITCH--/- v - n 1 SA p a I �Y k T4 BE REL�CTED 1 I 1 C3 / PER DETAI TYP} �. � - `� � , �1 2 - G�ADING LIMITS LL I Ilyll \ I J` 8 3 'I 11 L4 LQ .I f„I. �' z� 1 A. bl 1 r BUILD 4 1 3 / BLt=3 Imo . I �, ,, � Zi M LGA 1 fI LL l SEDIMENT TRAP AND 8 r t0 "rI \ 1 1 1 I 1 OUTLET PER DETAI _ l � 1 I � 1 � d I � } I � � I, ,� � _ A • 1 yy ( l� I- Ir co l I IJ SEDIMENT DETAIL POND 1SER I L1 I- I _I I 1l Jed JJ 48 LF -12” SD 0 3.79% CONSTRUCTION STAGING, EQUIPMENT MAINTENANCE/STORAGE/WASHDOWN, BUILDING ENVELOPE I I r I AND MATERIAL STOCKPILE (INCLUDING ` (TYP•) -PROTECT EXISTING LIGHT �^AND POWER CONDUIT 1�---------- I -----------L I I I TOPSOIL) AREAI q y z ----------- C-- --------- ------- L I 8 STACKED 8'x9' P KFILTER VANS �' � � n a INLET PROTECTION ---------_- - ---- --�� 1 --- / �j- _�-�� � s�---------------L- �- _ _ � -;� j � � � � m PER DETAI TYPj r - - - - - - - - - -------- 0 CI3JC I A C3 SD 4 *_ r 1 se l EXISTING 1 Q x1 Q PSE + J I I `a"Q ; 1 VAULT EASEMENT 80 I I �0 . _L . "�' I _ _ y _ ❑� I f / o — - - o aa ❑o❑❑❑a o XTENT OF SIDEWALK & o0m❑O0go❑❑❑o0 CURB &GUTTER REMOVAL 1 SILT FENCE INLET PROTECTION PER DETAII 6 / I �/ 21724429200 PER DETAIL TYP} . CONSTRUC1101" ' 1 �+ (TYP) C3 j � I ] ENTRANCE l � 1 f I i C3 , PER DETAI C3 (TYP) 1 STANDARD NOTES APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E,G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES), THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS, DURfNG THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING, THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED 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. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. a 1 I n � � CONSTRUCTION SEQUENCE 1, ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF YELM, 2. STAKE CLEARING AND GRUBBING LIMITS. 3. INSTALL FILTER FABRIC FENCE AND CONSTRUCTION ENTRANCE, 4. FLAG INFILTRATION AREA LIMIT COMPACTION AND SEDIMENT LADEN RUNOFF FROM THIS AREA. 5. INSTALL/IMPLEMENT EROSION CONTROL FEATURES. 8. CONSTRUCT TEMPORARY SEDIMENT CONTROL POND PER PLAN. 7. CLEAR AND GRUB SITE AS NECESSARY TO INSTALL SITE IMPROVEMENTS, DURING WET SEASON, DO NOT CLEAR ANY MORE AREA THAN CAN BE STABILIZED, PER THE GRADING AND EROSION CONTROL PLAN, IN A GIVEN WORKDAY. DO NOT COMPACT INFILTRATION AREAS. 8. GRADE SITE PER GRADING PLAN. 9, INSTALL STORM SYSTEM PER PIANS. INSTALL INLET PROTECTION FOR NEW CATCH BASINS. 10, INSTALL FORCE MAIN AND STEP SYSTEM TANKS, 11. INSTALL WATER MAIN AND FIRE SUPPRESSION LINES. 12. CONSTRUCT PUBLIC ROADWAY AND PAVE ONSITE DRIVE AREAS IN PHASE 1. 13. INSTALL INFILTRATION TRENCH & PERKFILTER VAULT. DO NOT PLACE INFILTRATION TRENCH ON LINE UNTIL THE SITE IS FULLY STABILI2ED. 14. STABILIZE UNPAVED AREAS OF THE SITE BY HYDRO --SEEDING OR OTHER APPROPRIATE METHODS PER THE EROSION CONTROL NOTES. 15. ONCE THE SITE HAS BEEN FULLY STABILIZED PLACE INFILTRATION FACILITIES ONLINE, 16, REMOVE ALL TEMPORARY EROSION CONTROL FACILITIES AFTER SITE HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY THE CITY. 17. CLEAN STORM DRAINAGE SYSTEM PIPING AND CATCH BASINS. 18. CALL FOR FINAL INSPECTIONS). CALL 48 HOURS BEFORE Y V U DIG FEATURES T NOT UM IN THIS BOUNDA , INCLUDING BUT HOT UNTIED TO, BOUNDARY, RIGHT-OF-WAY, EASEMENT, PARCEL LINES, 1-800-424-5555 BAH DISTANCES, W FROM AND BUFFERS, WERE IIERIVEQ FROM PUBLIC RECORDS OR ACQUIRED FROM AUTOCAC DRAWINGS SUPPLIED BY OTHERS. A 30' c CC Cl aD t! 00W, W y �� Q �® UCq P4 w SRI rj W ' M N w- N LjWN � a VId. CL 0 0 0 00 mi t7 �C] rn N m rn o N - v a- U Designed: DPS Drawn: MRL Checked: CAD Scale: 1"=30' Date; 6/12/20 Joh No.: 06164 Sheet No.: C2 2 of 27 Sheets Z ■� li 4c C„ jCL ej n OD rn J 0 j < � W 4 z o W O Z Z z , 00 3 w E Co 0 IM z W w z w CC rn N m rn o N - v a- U Designed: DPS Drawn: MRL Checked: CAD Scale: 1"=30' Date; 6/12/20 Joh No.: 06164 Sheet No.: C2 2 of 27 Sheets ADAPTER SKIRT v a� GEOTEXTILE a FABRIC(MIRAFI70OX a OR APPROVED EQUAL a SCHEMATIC DETAIL RETRIEVAL STRAP 'OVERFLOW (TO BYPASS PEAK FLOWS) SEDIMENT ACCUMULATOR PROVIDE CB INSERT "STREAMGUARD FOR SEDIMENT° OR APPROVED EQUAL MANUFACTURER'S NAME: FOSS ENVIRONMENTAL ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106 TELEPHONE: FOR INFORMATION: (804) 909-3677 1 TEMPORARY CATCH BASIN SEDIMENT PROTECTION N TS EMERGENCY OVERFLOW WATER SURFACE 3 EL 344.0 11 a7 3 - 1 1' MINEL EL_ 342.0] f 343.0 1' MIN �jC 0 0 o° a EL 341.0 �'� t 6' RIP -RAP* *} RIP -RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP -RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8" SQUARE SIEVE 140% OR MAXIMUM STONE SIZE 8" PASSING 6" SQUARE SIEVE 40-60% OR MEDIUM STONE S1ZE 6" PASSING 2" SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" RIP --RAP TO EXTEND TO THE TOE OF EACH FACE OF BERM EMERGENCY OVERFLOW SPILLWAY NTS WYNDSTIONE MULTI -FAMILY yck"17�� 15 6 A PORTION OF THE NW 114 OF THE SE 114 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST CF THE WILLAMETTE MERIDIAN �° .1 B° VARIES CITY OF YELM, THURSTON COUNTY, WASHINGTON EMERGENCY OVERFLOW SPILLWAY ­ 6" inch = 36 feet. 6" SEE DETAIL 2 STAFF GAGE WITH 1' ELEVATION EMERGENCY OVERFLOW SPILLWAY - C2 MARKINGS. REMOVE SEDIMENT SEE DETAIL 1' FREEBOARD (MIN)- WHEN IT REACHES 1' IN DEPTH. c2 2" T4 4n ao a �� -III-I I k-EL=346.40- - .._.. I I 1 FREEBOARD (MIN) QUARRY SPALLS EL=346.00EL-345 00 REQUIRED SURFACE AREA 2,413 5F 2" TO 4" QUARRY SPALLS 2 a 2 1� �1 FLOW y o<� °` � 04 CHECK DAM ELEVATION 2 2 1� 11 L B 2 1 I'SUMP L = THE DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL ELEVATION. SPACING BETWEEN CHECK DAMS CHECK DAM SPACING FOR SELECTED SLOPES SLOPE "L" 1% 100' 2% 50' 3% 33' 4% 25' 5% 21' ROCK CHECK DAM DETAIL 5 NTS -III-III �-I 11- , � � i -I IF II PROVIDED SURFACE AREA = 2,700 SF 111 � dN REQUIRED SURFACE AREA = 2,413 5F EL=345.00 I -,l I 1=1I I 1=1 2 5' SETTLING ZONE =1 1-1I II-' PROVIDED SURFACE AREA = 2,700 SF _ EL -342.50 =1 ETIII 2.5 SETTLING ZONE /jelFT11=7 1 I IEd I I I I -I Ii i III EL=342.50 ' I-1=1 I1=1.5' SEDIMENT STORAGE =1111 =1 I1-111=LL=341'00 =III -1.5' SEDIMENT STORAGE l 11 l 13111114- EL=341.0011 '111 III���aE11111111�IIIII{lilll�lllll�IIIII�IIl11411111�1Illl�llll�lllll���IEI�kIllll�llll� ll''I BOTTOM LENGTH=60' T SEDIMENT POND CROSS SECTION SEDIMENT POND CROSS SECTION NTS NTS STAPLES OR WIRE RINGS (TYPICAL) --2"x2" WOOD POSTS. STANDARD FILTER FABRIC MATERIAL IN OR BETTER OR EQUIVALENT. CONTINUOUS ROLLS USE ---WIRE MESH SUPPORT FENCE STAPLES OR WIRE RINGS TO FOR FILTER FABRIC, ATTACH FABRIC TO WIRE. GROUND SURFACE-\ I V v S.0 N O ,I 1 �RLO 6' MAx. TOO-" ELEVATrON CONTRACTOR SHALL PROVIDE HYDROSEEDING - BURY BOTTOM OF FILTER 2"x4" DOUG. FIR OR ROCK OR PROVIDE JUTE MATTING FOR DITCH SLOPES, MATERIAL IN 8"x12" TRENCH. OR EQUAL WIRE MESH SUPPORT DITCH TO DRAIN 0.50% MAXIMUM WATER LEVEL - FENCE (TO BE LOCATED NOTES: ON THE DOWNHILL SIDE 2 MINIMUM IN FLOW 2 �1 DIRECTION 1 �� - / " / " OF THE FILTER FABRIC I. PLACE 1 OF 3 4 -1 1 2 } WASHED ROCK OR PEA GRAVEL FILTER FABRIC r L0.5 MIN. , ON BOTH SIDES OF FENCE TO MATERIAL Q CREATE A BEVEL SHAPE. I PROVIDE WASHED GRAVEL N CD -1 2' 2. FABRIC SHALL COVER BOTTOM BACKFILL, 3/4"-3" IN TRENCH `" INTERCEPTOR SWALE OF 8"x12" TRENCH AND EXTEND AND ON BOTH SIDES OF FILTER BEYOND THE LIMITS OF THE FENCE FABRIC ON THE SURFACE INTERCEPTOR DITCH DETAIL GRAVEL 0INAN ORDER TO OVERLAP OF MAINTAIN NTS MINIMUM A5 SHOWN IN TYPICAL 8" CROSS-SECTION. BURY BOTTOM OF FILTER MIN 2"x2"x5' WOOD POSTS. MATERIAL IN 8"02" TRENCH. STANDARD OR BETTER &C1%v1t%u OR EQUIVALENT. 12" MIN 1, MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP --DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8-15.) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3, ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4, IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. 4 CONSTRUCTION ENTRANCE NTS PERFORATED DRAINAGE 18" CMP RISER PIPE, OPEN TUBING 6" DIAMETER (MIN) AT TOP WITH TRASH RACK (PRINCIPAL SPILLWAY) STAFF GAUGE W/ 1' MARK -1.0' SPILLWAY DEPTH FROM POND BOTTOM 6' BERM SILT FENCE BAFFLE p ELEV.=342.00 I 2.50' 1.125„ DEWATERING ----,- ORIFICE IE=342.50 A--- - ELEV.=344.00 EMERGENCY OVERFLOW SPILLWAY CREST ELEV.=343.00 ?ROSEED SLOPES FOR )SION PROTECTION 1�5-SEDIMENT *14M8LF STORAGE 2"SD 3.79% TEMPORARY POND BOTTOM' ELEV.=341.40 A1 nn CONNECT TO CB 4 PREVENT FLOTATION NOTE 1. SEDIMENT MUST BE REMOVED FROM POND WHEN IT REACHES 1 FOOT IN DEPTH. 2. REMOVE TEMP. BENCH AND SEDIMENT POND RISER WHEN SITE IS FULLY STABILIZED. 09 SEDIMENT POND RISER DETAIL N.T.S. SILT FENCE NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS, 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. INSTALL DOWNSLOPE OF EXPOSED AREAS. 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. B SILT FENCE DETAIL NTS IW1:iy TABLE 3.7.MULCH STANDARDS AND GUIDELINES MULCH MATERIAL QUALITY STANDARDS APPLICATION RATES REMARKS STRAW AIR-DRIED; FREE FROM 2"-3" THICK; 5 BALES COST-EFFECTIVE PROTECTION WHEN APPLIED WITH Date: UNDESIRABLE SEED PER 1,000 SF OR ADEQUATE THICKNESS. HAND -APPLICATION GENERALLY J AND COARSE 2-3 TONS PER ACRE. REQUIRES GREATER THICKNESS THAN BLOWN STRAW. THE � MATERIAL. THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDING. IN WINDY AREAS W STRAW MUST BE HELD IN PLACE BY CRIMPING, USING A LIMO TACKIFIER, OR COVERING WITH NETTING. BLOWN STRAW ALWAYS HAS TO BE HELD IN PLACE WITH A TACKIFIER ... . AS EVEN LIGHT WINDS WILL BLOW IT AWAY. STRAW, J Lu J HOWEVER, HAS SEVERAL DEFICIENCIES THAT SHOULD BE �a z� CONSIDERED WHEN SELECTING MULCH MATERIALS. IT Z Q OFTEN INTRODUCES AND/OR ENCOURAGES THE III PROPAGATION OF WEED SPECIES AND IT HAS NO Z� ,� o z¢ SIGNIFICANT LONG-TERM BENEFITS. STRAW SHOULD BE ZLu 0 USED ONLY IF MULCHES WITH LONG-TERM BENEFITS ARE � UNAVAILABLE LOCALLY. IT SHOULD ALSO NOT BE USED Z WITHIN THE ORDINARY HIGH-WATER ELEVATION OF 0 a SURFACE WATERS (DUE TO FLOTATION). HYDROMULCH NO GROWTH INHIBITING Approx. 25-30 Ibs per SHALL BE APPLIED WITH HYDROMULCHER. SHALL NOT BE FACTORS. 1,000 sf or 1,500 - USED WITHOUT SEED AND TACKIFIER UNLESS THE 2,000 Ibs APPLICATION RATE IS AT LEAST DOUBLED. FIBERS per acre. LONGER THAN ABOUT 0.75 TO 1 -INCH CLOG HYDROMULCH EQUIPMENT. FIBERS SHOULD BE KEPT TO LESS THAN 0.75 INCH. COMPOSTED NO VISIBLE WATER OR 2" THICK MIN.; MORE EFFECTIVE CONTROL CAN BE OBTAINED BY MULCH AND DUST DURING APPROX. 100 TONS INCREASING THICKNESS TO 3 INCHES. EXCELLENT MULCH COMPOST HANDLING. MUST BE PER ACRE (APPROX. FOR PROTECTING FINAL GRADES UNTIL LANDSCAPING PURCHASED FROM 800 LBS PER YARD), BECAUSE IT CAN BE DIRECTLY SEEDED OR TILLED INTO SUPPLIER WITH SOLID SOIL AS AN AMENDMENT, COMPOSTED MULCH HAS A WASTE HANDLING COARSER S1ZE GRADATION THAN COMPOST. IT IS MORE PERMIT (UNLESS STABLE AND PRACTICAL TO USE IN WET AREAS AND EXEMPT), DURING RAINY WEATHER CONDITIONS. CHIPPED SITE AVERAGE SIZE SHALL 2" MINIMUM THICKNESS. THIS IS A COST-EFFECTIVE WAY TO DISPOSE OF DEBRIS VEGETATION BE SEVERAL INCHES. FROM CLEARING AND GRUBBING, AND IT ELIMINATES THE GRADATIONS FROM PROBLEMS ASSOCIATED WITH BURNING, GENERALLY, IT FINES TO 6 INCHES IN SHOULD NOT BE USED ON SLOPES ABOVE APPROX. LENGTH FOR TEXTURE, 10 PERCENT BECAUSE OF ITS TENDENCY TO BE VARIATION, AND TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED INTERLOCKING WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS PROPERTIES. EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY TIE IJP NUTRIENTS IMPORTANT TO GRASS ESTABLISHMENT. WOOD- BASED NO VISIBLE WATER OR 2" THICK; APPROX. THIS MATERIAL IS OFTEN CALLED "HOG OR HOGGED MULCH DUST DURING 100 TONS PER ACRE FUEL." IT 15 USABLE AS A MATERIAL FOR STABILIZED HANDLING. MUST BE (APPROX. 840 LBS. CONSTRUCTION ENTRANCES (BMP C105) AND AS A PURCHASED FROM A PER CUBIC YARD). MULCH. THE USE OF MULCH ULTIMATELY IMPROVES THE SUPPLIER WITH A ORGANIC MATTER IN THE SOIL.. SPECIAL CAUTION IS SOLID WASTE HANDLING ADVISED REGARDING THE SOURCE AND COMPOSITION OF PERMIT OR ONE WOOD -BASED MULCHES, ITS PREPARATION TYPICALLY EXEMPT FROM SOLID DOES NOT PROVIDE ANY WEED SEED CONTROL, SO WASTE REGULATIONS. EVIDENCE OF RESIDUAL VEGETATION IN ITS COMPOSITION OR KNOWN INCLUSION OF WEED PLANTS OR SEEDS SHOULD BE MONITORED AND PREVENTED (OR MINIMIZED). CALL 48 HOURS Vn FEATURES CONTAINED IN 'MIS DRAWING. BEFORE YOU U DIINCLUDING BUT NOT UMITED T0, CEL LINBOUNDARY, RIGHT-OF-WAY, EASEMENT, PARCEL LINES, 1-800-424-5555] BEARINGS DISTANCES, FROM DS AND BUFFERS, WERE DERIVED FROM PUBIC RECORDS OR ACQUIRED FROM AUTOCAD DRAWINGS SUPPUED BY OTHERS. 1 b ra E N LaJ Nn7 �co 3 MCL J f � Q � a W I-_ N DPS U 0 0 0 m � o m W N � CL U n Date: 6/12/26 Joh No.: v oo J J LO LO � a N W LIMO N " ... . CD J Lu J < �a z� Z Q J J III Q a Z� ,� o z¢ ZLu 0 � sn Z z z 0 a w J Z L `� a W I-_ N Designed: DPS U PEG m � o m W N � CL U 1"=30' Designed: DPS prawn: PEG Checked: CAD Scale: 1"=30' Date: 6/12/26 Joh No.: 06164 Sheet No.: C3 3 of 27 Sheets WYNDSTONE MULTI -FAMILY 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 CITY OF YELM, THURSTON COUNTY, WASHINGTON 30 0 15 30 60 1 inch = 30 feet. 1 - EX. ELEV=346.60± 1 I EX. ELEV=350.06 - EX. ELEV=346,77±._ . TFOC=347.60 1 } , • I ` �- { I TFOC=33.50 - - - - - EX. ELEV=351.48± ^ TFOC=347.68 �=347.10 l I } + I 1 f I EX. ELE11 349.32 EX. 116=351.61 - EX. ELEV=351.521 �.=--1'FpC-350.51 I FL=347.18 EX. LEV=346.59± •• a ` I �AEX. ELEV=352.23 EX. ELEV=351.80± - - - TF4C=34$.45 _ I i 1 I _ -1 FL=35�,a1 I TFOC=347.32 r- TFgP`i47.24 I -� - Y -t= - - - ^- EX. ELEV=354.33± FL=347.95 -- . 1 EX. ELEV=345.2 • a j I EX_-ELEV-;3 .89 EX. ELEV=347.49± FL= -346:82- FL= 46.74 v TFOC=351.02 TFOC�350.1 fi 5' LANIYSCi4P -�� EX. ELEY='348.32 � - EX. EtEV=346.21± L 1 E X32 93 (W. i sF�/ } , �,� T�]C=353.34 FL=350.52 =349 _ 785 OG O3 FL �9 BUFFER - \ TRACTY- �a "ems _ - - - _ _ r _ - - B TAHO TERRA PHA 1, DIVISION 1 � I � �(I►RAT�H } - � - - - - - - TFDC� 35215 TI�OF 9.60 1.30 7�� ,_� �Fl 351.65 ----- --- - `� -- F 349.1 a.__� `RANT 5T 5E , 'T�OC=340 Q 1.3a% - - - _ _ - _------- ------- - - - �_ _ .3� 1.3034-4.87X- + 1. TF4C=3 1.95 _z - - - Z f L=347.60 - _ - - - - - - - - - - - - - -- F,L=.351; 45 `TFOC= 349.40 10 =FL=348.94 FOC=4.- f - - _ 1 I FL=347.60 TFOC=347.33 .- u, = i - €gym 7A - I i ELEV=344.34 TF9C- 47 - j3 -1 oo TFOG=351.70 -- $ -3 o %8� _ ,. $� �� � � - -_ _ FF FL=346.83 - I ! (MATCH EX. BA K OF WALK FL=3 .97 4 R I I v. FL=351.2±3 41 4C FL=354.20 �`' m \ / 't o I C° TFOC=347L Ea _ 99 �=3 1 2. 7TFOC=351 28 0 42 001.80% RIM=34.7.25 46.74 1 OC=346.80 _700---352-92;+ - 3565 OC=35x.79 349, i fL=349. 148.6 �.� - r- 43 00 I T FL=347:ir^ ` "' 74 41 00 T° ! `' `.; { 0 _ - _ = , TFOC= 49.30 3 A � � SB I- 346.28 45 00 � � I L=346.30 f TFOC=352.89 FL --350.29 49 TFOC=349.38 FL=348.80 TFXO 348.49 + TFOC=347.847.40 - TFOC= .55 ! �r S�135 I 1 f _ 352. - - - t� i`L=347.99 a FL=34730 TFOC=347.14 / TFOC=347 $fi T �FO352,$7 - : - >�e-� ,... f FL=347.45 346., /-- FLr-346.64 SHEET C5 FOR ! TFOC=346.80 FL347. , :r FI_ -352 �: 5 .Q2 _ 1 V TFC`~=3' A DIETAI FL�345.34 f r ! f 1FOC=352.26 t -' F4 3 �i.14 TOC (i=3 ;+ ; 4 TFOC-- 4 TF =352.66 _+�--�a2:26 \ - 49.4 i' : - Lj1p 0 E „; - `• f • : . 5�}.�34- � , . � I . , I .- . _ - FL= 47. � FL- 2 � _`� IM 34 OID FIL=352.16 �, - - - f t OL Ia -34iL6 - - - - fFQC 353.02 _ TYP.} ; TFOC=352.87 _ - - - .5.11±7 .-347,91, =352.37 1 SEE SHEET C5 FOR TF4C-350.60 • FL=348.1 r l FL4352.52 FL =- FL=347.67 1�4 -- - �_ _ L. ADA AREA DETAILS FL=354.14 TFOC=348.74 Fl.=347.41 348- TFOC=352.99 TF4 -352.69 'n I 706 -49.62 \TFOC=348.15 TFOC=347.68 TFOC=347.44 TFOC=347.12 I I t, C � 1 FFE6"&301 - TFOC=351.96 n FL=348.24 - -- W=347.65 FL=346.9±7 FL=352.49 �, FL- 1 FL=3 9.,12 FF -m349.80 TFOC=347.9 FL=347.18 �l FL=346.62 TFOC=352.60r FL=351.46 TFO 1 ! 37 TFOC=35106 FL- FL -34' 13=352.10 FOC_352.96 47.4 4. 63 FFEm349.80 TFOC=3TFOC=352.63 3 . FL=352.46 46$6TOC=47.22 '*. . % Ir! FFEB349.0FL=352.13 FL=346 3fi RI� I 1{' III I �\r 1r I II j r4• .AOFL=346 72 35 l o i I o AMA ,•.�� �,:_, 34,64. r-�, M=351.80 43 43 5 tt' ;4 I '-`' } `,, 1' . �:.` Tl�4C`34� 7 ' •. :1 ... j 1309b .. ��� TFOC=353.02 TFOC-347.2 t hL=J G `" 1 I I P I z� 1 o - } =352.52 I FL=346.2 F I =r- C1 TFOC=347.19' ` 1 � i TF =352.66 f"' ti a FL=34.69 BUILDING 4 ' I _ FL= 52.15 i GPEN CE TFOC_34.2Q \ �T' i 352.15 r - 40% ! r - FL=34.70 I I A FL=346.341 BUILDING I I �+ • i \f I 4 l cm II I i m-- OC=32.61 352AQ I / TFO -346.8 - �n S FF1h349.80 FFE■349.0 _ 1 F -- - FL=352.11° IFFE48.80 - /BUILDING 3 345.3 1 "' •x.40% m SEE MEET C5 FOR BUILDING 1 1 TFOC=352.97 / - . - - -- AD AREA DETAILS L I I RfM=351.8a ` fL=352.47 1 I FfE�349.8a/ TFQC=346 4 I f )OPE PACE - I l]w .. ■ ' I FL=34� 4 �..._ iF'QC=346.84 I I TFOC=352.62 1 j y 1 I 5 TFOC=353.01 1 �- =346.34 1 FL=352,12 ' J TOC=347.30 SECOND �LOOR =3 2:51 P TFQC=347.20 t '� TFOC=353.24 FL -346.7 \ I it OVERktAA�VG J I I ° �-�. FL=346.70 \ I FL=352.74 I: =ri: \..r 353 N • :c' 464 �---. . , ," .. .-�--� +--• }, r ri ao o I - 7. 135 ;1. 'a --a"'. TFOC=347.21 a`�i I �'}.� . .. / TFOC=353.03 1 1 ^-�-. 0 FL=346.71 = FFE�S6S.30 { _ I TFOC=W,84 FL=352.53 / I TFOC 352.66 1 � 0 I TFOC^346.85 - T f FL=346.34 _ / RI=346.001 a.82 -- - - Ft- i 6 Ft 346.35 I TFOC=35267 v I r' SECOND FLOOR I 1 Z,OD� FL=352.12 -4 - - . ovERI�A G 1 FFE s.Bo FIRST FLOOR �� I I I 1 TFOC�347.38 } �.` � ACTNFY CENTER - - _k" - - -1- I • I �7 1- ` -- - - --- - / �° L--�35�.86 '~-`7. - �-D------� F1=346.88 I TFOC=347.36 M�51.88 FL=446.88 -�a-, .0 " f�4I5.77F------ TFOC347.68 Q -TFOC- 47� _ , e ; � s + FLS-34T.1� �:e --- _ Fi=:147$-.------- ---- --��_- '�Ei�TRY :0 11 f I I I r.... _ ........ .................... 7:53 PS 10 -00 -�- 11 i CB�B TYPE 1 s, j I 1 r .�. - - - 1100 - -_ - r - }12+00 1 RIM=346.25 + w,\-0.56_ - L 1 . v_- - - - 13 Ra D Ax 0 1 - - -- _15+ 40 "4 `713% RIM-� 5 L I - ✓�� - 1 IC814 f..... :� .. . - --.4 ... € I '::....... . RIM=351.88 �.... +:_: ,� I 11 r RIM -346.25 21724420200 , RIM-=��1.251 I I I 1 RIM=3,1.20 1 f 8 ± 64' W{DE PAVING - - 8 ± 8' S' _ z 1 RIIFFFR CD ES 5.50' 20' _ _ 12' 12' 20' _ 5.50' _ WALKWAY PARKING LANE I DRIVE AISLE DRIVE AISLE PARKING LANE WALKWA PROFILE GRADE AND VARIES, f PIVOT POINT VARIES , T SHED Sll�I�C�G '. /�� \ \ INTEGRAL CURB & SIDEWALK CRU TOP COURSE 4 NOT MIM ASPHALT CL. 1�2� (TYP.) PER DETAIL SHEET C11 COMPACTED DEPTH MINIMUM NOTE; SHARE ACCESS FACILITES SHALL BE IN. 2' MINIMUM COMPACTED MAINTAINED BY THE HOME OWNERS OF THE DEPTH LOTS THAT UTILIZE THE SHARED ACCESS. DRIVE AISLE CROSS-SECTION N.T.S. C7( P GO VARIES HOT MIX ASPHALT CL. 1/2 IN. 2 MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" COMPACTED DEPTH MINIMUM 2 DURRANT ST. CROSS-SECTION N.T.S. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 FEATURES CDNTAINED IN THIS DRAWING, INCLUDING BUT HOT LIMITED TO. BOUNDARY, RIGHT-OF-WAY, EASEMENT, PARCEL LINES, BEARINGS, DISTANCES. WETLANDS AND BUFFERS, WERE DERIVED FROM PUBLIC RECORDS OR ACQUM FROM AUTOCAD DRAWINGS SUPPLIED BY OTHERS. I 0 N \ m CO N O LO U N �C Q '44 w U WLd C7 W~� V ni a ■ Ia Vv CL 0 0 0 > OD OD � [V az I 4 C14J CLco J z J z W 0- a0- Z o z 0z 3 W z I - w Z W X rn N C N m � U Designed: DPS Drawn: MRL Checked: CAD Scale; 1"=30' Date: 6/12/20 Job No.: 06164 Sheet No.: C4 4 of 27 Sheets �q 1 4 a 346.44' 20' ' JQC=347.15 a � FL=346.65 347.26 � 1.06 � _ ' � 4---- '�' �� 4 ADA PARKING �� 346.31 oo N I SIGN (TYP.) SSI G ' 346.6 346.57 J1.DQ� I a � 1 _ � � a � ,1.00%� TFOC=347.08 i 4 FL=346.58 3 48 346E4 ` oa jr - 347.30 '346.05 �= .78% 1.00%- BUILDING .00% BUILDING ROOF IW d• W W WW -` r' � A w flRE*HYDRANT 7��, R° R w w w w w a p I F(r,=346.91 p n - #346.90 4 W w a 4 L FL=134.41 4 A w FL=34S.4�0 �°' Ra t y i w W w j 1 ' a k�W p k j' ADA PARKING DETAIL #1 SCALE: 1" = 10' l 41 2.24%-l -� DRIVE AISLE °C" 349.89 - f 350.46 � -�+ - 350.70 f a TFOC-•350.79 35D.30 FL=350.29/ � I/r L/ w � . C❑ n a O i ° 0 W TF = .50 A w w FL 51.00 3.50.73 ' 41 COVERED � ARKING � i w � a � 5' WIDE SIDEWALK o ', G ' 'R 1 &5 0 1� 8.5' \ TOC=351.10 4 p 4 j 7.41 81.76% 35 - - - - � _ �� p FL=350.60 351.60 - - � • , -_F _- - -- ,350.95 351.E i ,DISAB PARKING BUILDING ROOF 35480 SPACt SIGNAGE PER i ZTYP) 1 1 4 p ADA PARKING DETAIL #3 SCALE: 1" = 10' WYNDSTONE MULTI -FAMILY 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 CITY OF YELM, THURSTON COUNTY, WASHINGTON 346.44 346.30 DRIVE AIS6 "C" So C� 346.41 r _ - SDC=347.D$ ` FL=346.58 1 8.5' ❑ WN4• AJw • ,.Y �w, =ypn � �a _ n .5' v Cv TF7. 0O3� 4 346.70 346. u8' iol 85 V347.2] aFL=346.75 m°as6.47N 347.315 % I p - V.5 _ _ - i u DA PARKING r _ - - J�` 146.7[f _ 4p SIGN (TYP.) i C 34g BUILDING ROOF 346.75 i I�4 1 1 � ADA PARKING DETAIL *2 SCALE: 1" = 10' 10 0 5 10 20 l 1 I k 1 inch = 10 feet Ij Jj a a ---..---� j I d� H FY a T- - - 4- - - - i ❑ 4 TFOC=342.421 r` 3.0 ' 1 FL=341.92± -2.34X 10'X10'; PSE FY �, l AULT EASE.M BOW=342.72± ❑ f4 eXEX. EOG=341.3$ - f BOW=342.15 i 1 5' WIDE SIDEWALIC� =341.7 ? 342.05 �d1.7M TFO�i=34 I w • w y L y FL=341.73 w W w TFOC=341, 75 l RIM -341, 25 w 1 FL=341.55 1 I TFOC=341.54 w w FL=342.04 • W W W- , Y � .. t ii r R. 1 0 1 I CB#11-, ❑ i 1 _ T a=341.7$ _ �� 341.41 341.45 11 ROAD "A" 341.50 341.54 ::F f n1- / Qt. 54149 341.57 l - Tf 0E=3-41.75 - 1 FL=341.25 I 0.777' _ #5 y w w w w >>� ❑ RI�1=341.58±/ '5_0 i •L 3• W W 'W BOW='i . W W J� ` •�' IE=338.82 INIW} w W W j w W y IE=338.78 OI�T(E) INSTALL SOLID W I w w W �CBJ43W W W 1 LOCKING LID w w TFOC=341.70W w ' ` TFOC=341.94 w w w VM=341.26 / `s F1.=341.44 `� .=342.36 TFOC_341.72 �34-1. I� G=341.59 FL -341.22 341.85 4 � BOW=341.94 ATCH FY) l _(MATCH FY TFOC=342.03± BOW=342.35± 1 ° p , FL=341.53± ENTRANCE INTERSECTION DETAIL SCALE: 1 " = 10' CALL 48 HOURS FEATURES CONTAINED IN THIS DRAWING, BEFORE YOU DIG INCLUDING 811T NOT LIMITED TO, BOUNDARY, RIGHT-OF-WAY, EASEMENT, PARCEL LINES, 1-800-424-5555 BUFFBUFF RSDISTANCES, WETLANDS AND ERS, , BEARINGS, DERIVED FROWI PUBLIC RECORDS OR ACQUIRED FROM AUTOCAO DRAWINGS 9JPPLIED BY OTHERS. 0 G a .N a W c'?B C'1 D N U d� Designed: DPS Drawn: PEG Checked: CAD Sale: 1"=30' Date: 6/12/20 Job No.: 06164 Sheet No.: C5 5 of 27 Sheets z J a L0 J CL a� Z � Q N n Pmm J ¢ z W o-1 WW © a Z W w Z- H Z> ZLLi 500 w Zw d Cr ~ co rn N � o � N v i U Designed: DPS Drawn: PEG Checked: CAD Sale: 1"=30' Date: 6/12/20 Job No.: 06164 Sheet No.: C5 5 of 27 Sheets