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PLANS - CivilM CN N CD 0 0 i U 00 00 i CN N 0 .j c 0 i 01 .3 0 0 0 00 00 N U / 0 N U / 3 0 SURVEY INFORMATION HORIZONTAL DATUM HORIZONTAL - WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 83/91 BASED ON GPS TIES TO THURSTON COUNTY MONUMENTS 1252, 1252AZ. VERTICAL - NAVD 88 BASED ON GPS TIES TO THURSTON COUNTY MONUMENT 1252AZ WITH AN ELEVATION 340.018. REFERENCES 1. ROS, AFN 4022469. 2. ROS, AFN 8410190039. 3. TAHOMA TERRA PHASE 1 DIVISION 1, AFN 3830707. 4. TAHOMA TERRA PHASE 1, DIVISION 2, AFN 3894277. 5. ROS, AFN 4400621. 6. ROS, AFN 4629221. 7. ROS, AFN 4212931. 8. ROS, AFN 4041448. 9. ROS, AFN 4025109. 10. ROS, AFN 3963040. 11. ROS, AFN 3081670. 12. ROS, AFN 8802290183. 13. BERRY VALLEY ESTATES AFN 3060268. 14. BLA 86-01, AFN 8612020094. 15. SHORT PLAT NO.2077, VOL 20 PG 545, AFN 8508270123. 16. MAP OF YELM WASHINGTON AVAILABLE AT DNR, AND SHOWING SOLBERG GARDEN TRACTS. 17. CITY OF YELM, SR 510/ TAHOMA BLVD. LID NO.2 PHASE 1 CONSTRUCTION PLAN. SURVEY NOTES 1. INSTRUMENT USED: SOKKIA IX 3" TOTAL STATION AND TOPCON VR GPS. 2. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS OF WAC 332-130-090 3. SURVEY COMPLETED 2/20/2023 4. ALL MONUMENTS SHOWN AS FOUND VISITED 2/2023. 5. PURPOSE OF TOPOGRAPHICAL MAPPING IS FOR FUTURE DEVELOPMENT OF SITE. 6. CONTOURS WERE ESTABLISHED FROM FIELD MAPPING, 1' CONTOURS SHOWN. 7. MTN2COAST (M2C) WAS RETAINED BY RJ DEVELOPMENT TO COMPLETE AN ALTA SURVEY OF THE DESCRIBED PROPERTY. 8. SECTION SUBDIVISION PER REFERENCED SURVEY 1 (RS1). 9. M2C COMPILED REFERENCED SURVEYS, TIED MONUMENTS AND SURVEY DATA TO COMPLETE THIS MAP. 10. THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" WITHIN THIS SURVEY ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS AND FINDINGS SHOWN ON THIS SURVEY, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER IMPLIED OR EXPRESSED. LEGAL DESCRIPTIONS BASED ON CHICAGO TITLE COMPANY OF WASHINGTON TITLE REPORT, COMMITMENT NO. CTTC220056479, DATED FEBRUARY 23, 2023 PARCEL A: THE WEST 20 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., LYING NORTH OF THE SOUTH 20 FEET OF SAID SECTION AND SOUTH OF THE SOUTH LINE OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHWESTERLY BOUNDARY OF BERRY VALLEY ROAD WHICH IS SOUTH 3756' WEST 570.18 FROM ITS INTERSECTION WITH THE YELM-OLYMPIA ROAD; THENCE NORTH 53'30'30" WEST PARALLEL TO SAID YELM-OLYMPIA ROAD 1,965 FEET, MORE OR LESS, TO THE POINT OF INTERSECTION WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 24; THENCE SOUTH ALONG SAID WEST LINE 50.46 FEET, MORE OR LESS, TO A POINT WHICH IS 610.18 FEET SOUTHWESTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM THE SOUTHWESTERLY LINE OF THE YELM-OLYMPIA ROAD; THENCE SOUTH 53'30'30" EAST 1,965 FEET, MORE OR LESS, TO THE POINT OF INTERSECTION WITH THE NORTHWESTERLY BOUNDARY OF BERRY VALLEY ROAD; THENCE NORTH 37'56' EAST 40 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM ANY PORTION CONTAINED WITHIN A PUBLIC ROAD; ALSO EXCEPT ANY PORTION LYING WITHIN PARCEL "A' OF CITY OF YELM BOUNDARY LINE ADJUSTMENT NO. BLA-86-01, AS RECORDED DECEMBER 2,1986 UNDER AUDITORS FILE NO. 8612020094; ALSO EXCEPT PORTION CONVEYED TO CITY OF YELM BY INSTRUMENT RECORDED JANUARY 31, 2007 UNDER AUDITOR'S FILE NO. 3899168; IN THURSTON COUNTY, WASHINGTON. PARCEL B: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHWESTERLY BOUNDARY OF BERRY VALLEY ROAD WHICH IS SOUTH 37'56' WEST 570.18 FEET FROM ITS INTERSECTION WITH THE YELM-OLYMPIA ROAD: THENCE NORTH 53'30'30" WEST PARALLEL TO SAID YELM-OLYMPIA ROAD 1,965 FEET, MORE OR LESS, TO THE POINT OF INTERSECTION WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 24; THENCE SOUTH ALONG SAID WEST LINE 50.46 FEET, MORE OR LESS, TO A POINT WHICH IS 610.18 FEET SOUTHWESTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM THE SOUTHWESTERLY LINE OF THE YELM-OLYMPIA ROAD; THENCE SOUTH 53'30' 30" EAST 1,965 FEET, MORE OR LESS, TO THE POINT OF INTERSECTION WITH THE NORTHWESTERLY BOUNDARY OF BERRY VALLEY ROAD; THENCE NORTH 37'56' EAST 40 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM ANY PORTION LYING WITHIN PUBLIC ROAD; ALSO EXCEPT ANY PORTION LYING WITHIN PARCEL "A' OF CITY OF YELM BOUNDARY LINE ADJUSTMENT NO. BLA-86-01, AS RECORDED DECEMBER 2,1986 UNDER AUDITOR'S FILE NO. 8612020094; ALSO EXCEPT THAT PORTION LYING SOUTHEASTERLY OF THE MOST NORTHWESTERLY LINE OF THAT PORTION CONVEYED TO THE CITY OF YELM FOR KILLION RIGHT OF WAY RECORDED JANUARY 31, 2007 UNDER AUDITOR'S FILE NO. 3899168; IN THURSTON COUNTY, WASHINGTON. PARCEL C: THAT PART OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 20 FEET NORTH AND 20 FEET EAST OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER OF SECTION 24; RUNNING THENCE NORTHERLY PARALLEL WITH THE WEST LINE OF SAID NORTHEAST QUARTER 1,008.79 FEET; THENCE SOUTHEASTERLY PARALLEL WITH HIGHWAY 510 A DISTANCE OF 1,664.72 FEET, MORE OR LESS, TO A POINT 20 FEET NORTH OF THE SOUTH LINE OF SAID NORTHEAST QUARTER; THENCE WESTERLY PARALLEL WITH SAID SOUTH LINE 1,317.72 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION LYING SOUTHEASTERLY OF THE NORTHWESTERLY LINE OF THAT PORTION CONVEYED TO CITY OF YELM FOR KILLION RIGHT OF WAY RECORDED JANUARY 31. 2007 UNDER AUDITOR'S FILE NO. 3899169; IN THURSTON COUNTY, WASHINGTON. PARCEL D: A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, THENCE NORTH 89'11'05" EAST ALONG THE NORTH LINE OF SAID SUBDIVISION 280.00 FEET; THENCE SOUTH 1'04'20" EAST PARALLEL TO THE WEST LINE OF SAID SUBDIVISION 250.13 FEET; THENCE SOUTH 36'29'30" WEST TO THE SOUTHWESTERLY LINE OF TRACT 30 OF THE UNRECORDED PLAT OF SOLBERG'S GARDEN TRACTS; THENCE NORTH 53'30'30" WEST TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH 1'04'30" WEST TO THE POINT OF BEGINNING; BEING A PART OF LOTS 29, 30, 31 OF THE UNRECORDED PLAT OF "SOLBERG'S GARDEN TRACTS." IN THURSTON COUNTY, WASHINGTON. Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center UTILITYNOTE THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTION. PORT/ON OF THE NE QUARTER, SEC 24, TWN 17 N, RGE 1 E, W.M., THURSTON COUNTY, WASHINGTON TPN:21724240000 14920 BERRY VALLEY RD SE YELM, WA 98597 YELM COMMUNITY SCHOOLS TPN: 21724240101 9791 TAHOMA BLVD SE YELM, WA 98597 YELM COMMUNITY SCHOOLS NO. 2 :1 :1 1 I 111�6111111111.1 TAHOMA RANCH SITE PLAN REVIEW BLDG 8 i i l i a a , BLDG 7,' II i i i� BLDG 6 i i i EO i i \ \ / TPN:21724130300 1011 TO 1017 YELM AVE W YELM, WA 98597 LESH PROPERTIES LLC / / X§� / / V TPN:45170000001 BLDG 5 J `�_ , / 919 YELM AVE W \ YELM, WA 98597 \ / LOT OWNERS OF EAGLE PLAZA BSP � BLDG 4 \ \ I \ O BLDG 3 u "� I BLDG 1 �-AJIIIII1111 U ��IIIII FUTURE COMMERCIAL I i PADS , i I 1 i I i i BLDG 2 :% \ i ............ I /I �' y� / \ TPN:21724420300 Er 15025 TAHOMA BLVD SE YELM, WA 98597 WYNDSTONE INVESTMENT HOMES LLC TPN: 21724131001 15152 BERRY VALLEY RD SE YELM, WA 98597 DEUTSCHER, ALLEN L & MARIJKE M BERRY VALLEY RD SE TPN:21724420200 15037 TAHOMA BLVD SE YELM, WA 98597 SBJS PROPERTIES LLC & YELM I INVESTORS LLC I I I � CE,y� cghgC I W 14T 13 0 23 24 Y AROJECT q`FS F P �P a� I 23 24--1 26r25 I VICINITYMAP SCALE: 1"=2000' CONTACT LIST 18 �z - 19 PF64tll'Ao; 1 i OWNER/APPL/CANT ClIAL ENGINEER.' RJ DEVELOPMENT LDC, INC. 401 CENTRAL STREET SE 321 CLEVELAND AVE SE, SUITE 209 OLYMPIA, WA 98501 TUMWATER, WA 98501 CONTACT.- FRANK DUROCHER CONTACT.- ROSS JARVIS, PE PHONE: (360) 634-2065 ARCH/TECT FAX.- (425) 482-2893 LAM ET RC LAMBETH A RCHITECTURE EMAIL: rjarvis@ldccorp.com 4 ST. J55SEATTLE, WA 98103 SURVEYOR.- CONTACT.- BRENT LAMBETH, AIA MTN2COAST LLC PHONE: (303) 818-9430 2320 MOTTMAN RD SW, STE 106 EMAIL: brent@blamarchitect.com TUMWATER, WA 98512 CONTACT` SETH PRIGGE, PLS GEOTECH. PHONE: (360) 688-1949 EARTH SOLUTIONS NW LLC 15365 NE 90TH STREET, SUITE 100 REDMOND, WA 98052 CONTACT.- CHASE G. HALSEN, L.E.G. PHONE: (425) 449-4704 PROJECT INFORMATION TAX PARCELS. 21724131000, 21724130302 SITE ADDRESS.' 15010 BERRY VALLEY RD SE YELM, WA 98597 SITE AREA: 598,514 SF (13.74 AC) CURRENT ZONING. C-1 PROPOSED ZONING.' C-1 PROPOSED LAND USE RESIDENTIAL LIVING BUILDING SETBACKS: 15' FRONT 10' SIDE 20' REAR PROPOSED UNITS' 192 UNITS TOTAL WATER' CITY OF YELM UTILITIES SEWER, • CITY OF YELM UTILITIES POWER. PUGET SOUND ENERGY GAS.' PUGET SOUND ENERGY TELEPHONE COMCAST OR CENTURYLINK CABLE COMCAST SCHOOL DISTRICT YELM FIRE DISTRICT YELM PARKING. • 334 STALLS TABLE OF CONTENTS 1 CV-01 COVER SHEET 2 SV-1 ALTA/NSPS LAND TITLE SURVEY 3 SV-2 ALTA/NSPS LAND TITLE SURVEY 4 SV-3 ALTA/NSPS LAND TITLE SURVEY 5 EC-01 DEMOLITION AND TESC PLAN 6 SP-01 SITE IMPROVEMENT PLAN 7 CG-01 GRADING AND DRAINAGE PLAN 8 UT-01 WATER AND SEWER PLAN EARTHWORK QUANTITIES CUT: 14,050 CY FILL: 21,175 CY NET: 7,125 CY DISTURBED AREA: 588,060 SF NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED ONLY FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. PROPOSED SURFACES SUMMARY IMPERVIOUS SURFACES: 7.35 ACRES (53.5% OF SITE) UNDISTURBED EXISTING: 0.18 ACRES NEW: 7.17 ACRES PERVIOUS SURFACES: 6.39 ACRES UNDISTURBED EXISTING: 0.16 ACRES LANDSCAPING/OPEN SPACE: 3.31 ACRES CLEARED COMMERCIAL LOTS: 2.92 ACRES IlIlfr_l0,:Z/1941:1111911khIIto] aIT, iII1 16111I_14:10 m V) zo V U (N W w 0 ki 00 �l N L Y 00 N �' Cq Q) •� �` L (n W W w o U' 00 E L Q o �Q o O v U E 3 � 3 N n 0) 00 a� o 0 L0 O N O �U z Z W 9 L� W /m /� I..L 0 J W Q � W > W 0 0 � Q O�c�OD wJ1' o d 43668� GISTER�� �`rSI0NAL � JOB NUMBER: C23-188 DRAWING NAME: C23-188 CV-01 DESIGNER: R. WEEDEN DRAFTING BY: S. ORDONEZ DATE: FEBRUARY, 2024 SCALE: AS NOTED JURISDICTION: CITY OF YELM GV-01 SHEET 1 OF 8 \, CERTIFICATION MONUMENT NOTES DATE 3/5/2023 SEE TO: RJ DEVELOPMENT, LLC AND CHICAGO TITLE COMPANY OF WASHINGTON, ( ) SCALE 1 . FOUND IRON BAR. THURSTON COUNTY TC CONTROL POINT 837. ,> of wasy R 2. FOUND 2" BRASS CAP WITH PUNCH IN CASE. TC CONTROL POINT 1252. 1 = 100 �� �tiT C DETAIL 4 \ THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON M2C PROJECT 2 0.012 �P °2 �, MTN 3. FOUND CONCRETE MONUMENT IN CASE AT THE INTERSECTION OF YELM AVE & MOUNTAIN VIEW RD. TC WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 CONTROL POINT 836. LIES 0.4' SOUTHEASTERLY FROM CALCULATED N-S LINE SECTION 24. \ Xv COAST«< MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE 4. CALCULATED POSITION PER RS(1). NORTH QUARTER CORNER SECTION 24, TC CONTROL POINT 6346. DRAWN SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND MONUMENT WAS DESTROYED AS NOTED ON TC GEO DATA. BASED ON TC SURVEYOR'S FIELD NOTES IN MYC o 21013244 �� PROFESSIONAL LAND SURVEYOR' w \ INCLUDES ITEMS 1 -5, 7(A), 8, 10, 1 1(B), 13, 1 6 AND 17 OF TABLE 7/31 /2000 & 8/27/2007 (SURVEY IMAGE 683058), MTN2COAST TIED OUT REFERENCED MONUMENTS IN CHECKED Fs 9FGISTERF� 2320 MOTTMAN RD SW, STE 10 o \ A THEREOF. THE FIELD WORK WAS COMPLETED IN FEBRUARY 2023. THE AREA FOR THIS N 1 /4 CORNER, AND USED IT TO VERIFY CALCULATED RS(1) POSITION. THE SEP s�°�Vq� LANa �'J TUMWATER, WA 98512 APPROVED o CALCULATED POSITION OF N 1 /4 CORNER PER TC SURVEY FIELD NOTES LIES 0.3 SOUTHWESTERLY OF 360 688 1949 N DATE OF PLAT OR MAP: MARCH 5TH, 2023. w \ � J U J Of> SETH PRIGGE, PLS 21013244 0 � J J J � D \ / \ O O / \ o cf) _ Ld z U z w \ z J ~ / \ Ld / w TWINSTAR CREDIT UNION sso. (14 CALCULATED N 1 /4 CORNER POSITION PER RS(1). SEE DETAIL 1 BELOW. SEP "' --' --" "'-"' 1 OF 3 5. FOUND 5/8" REBAR WITH YELLOW CAP MARKED "KEYES LS 16210", 1.1' SOUTHERLY OF PARCEL A SW 3/5/2023 TITLE EXCEPTIONS FROM CHICAGO TITLE CORNER, ON SECTION N-S LINE. 6. FOUND 5/8" REBAR WITH FADED YELLOW CAP MARKED "BYRNE 8193", IN BETWEEN FENCE POSTS. COMPANY OF WASHINGTON COMMITMENT NO. 7. FOUND 5/8" REBAR WITHOUT CAP WITH PINK FLAGGING, 0.4' SOUTHERLY OF CALCULATED POSITION. CALC POSITION 8. FOUND 1/2" REBAR WITH ORANGE CAP MARKED "GEOMATICS LS 35972". SEE 1\ PER RS(1) CTTC220056479, DATED FEBRUARY 23, 2022 9. FOUND 5/8" REBAR WITH BROKEN YELLOW CAP MARKED "CASSOU 27133", f0.7' BELOW HOG WIRE DETAIL 1� S88'16'04"E 2655.94 13 18 SCHEDULE B EXCEPTIONS/SPECIAL EXCEPTIONS 1 THROUGH 7 AND 10 ARE FENCE CONCRETE BASE. 24 1327 97 INTENTIONALLY DELETED, 17 AND 18 ARE GENERAL EXCEPTIONS AND ARE NOT 10. FOUND 1 /2" REBAR WITHOUT CAP, WITH PINK FLAGGING. 0.4' NORTHERLY OF CALCULATED POSITION. � 1327.97 24 19 APPLICABLE TO SURVEY. 11. FOUND 3" BRASS CAP WITH PUNCH IN CASE MARKED "SKILLING CONNELLY LS 27192 2007"• X❑ SPECIAL EXCEPTIONS: 12. FOUND 3" BRASS CAP WITH PUNCH ON TOP OF CURB MARKED "THURSTON COUNTY". 13. FOUND 5/8" REBAR WITHOUT CAP WITH PINK FLAGGING, 0.4' NORTHEASTERLY FROM CALCULATED CORNER. _ ^ I t Lo 8. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, 14. FOUND 2" BRASS CAP MARKED IS 11019". N O °' AS GRANTED IN A DOCUMENT: `° N I • 15. FOUND 5/8 REBAR WITHOUT CAP AT BOARD FENCE. 0.6 N36°29 02>' E FROM CALCULATED POSITION. PURPOSE: USE OF ROAD ,> ,> N � � � -It RECORDING DATE: APRIL 24, 1979 16. FOUND 5/8 REBAR WITH YELLOW CAP MARKED D.LOVETT LS 36803 . RECORDING NO.: 1074917 17. FOUND 1 /4" REBAR WITH YELLOW CAP MARKED "SWIFT LS 6122". N I r%� AFFECTS: PORTION OF PARCEL B 18. FOUND 2.5" BRASS CAP IN CURB, CENTER OF PEDESTRIAN RAMP. THURSTON COUNTY CONTROL POINT Lo w - _ --588'15'19"E . 0 9 1252TBM. N F(D cn 2654.85 19. FOUND 1 /2 REBAR WITH RED CAP MARKED 27195 . � o w / F Ln 20. FOUND 1 /2" REBAR WITH BROKEN RED CAP. N ss� 21. FOUND SPIKE. z o 6 O >, N 11. �, `� g �� 22. FOUND 2 BRASS CAP MARKED LS 1 1019 , 0.5 S36°29 02 W FROM CALCULATED POSITION. I � s88'15'1s"E 23. FOUND 5/8" REBAR WITH YELLOW CAP MARKED "KEYES LS 16210". N N88' 15' 19 "W � N z 280.00 \ 15.00 362.19 (C) _ - I362.15 (RS1) \ NORTH LINE SW1/4 NE 1/4 11 20WIDE J I'N c l OLD PLAT LINE OF \ EASEMENT - w UNRECORDED SOLBERG'S PER AFN I' L6 N GARDEN TRACTS (RS1 6) pp i 1073643 Z I F121 PARCEL D NIN z I-- 25.00 LESH PROPERTIES LLC / \ � POSSIBLE / \ S I 7 moo° FENCE RS(1) \ l(o ENCROACHMENT Zs\ 37.2 - -� N39'02' 14"E O' / b J 14995 `'�^ / P� x J 23 24 2637.18 24 19 1326.88 1326.88 12. M 2653.77 N88'14'35"W CALC POSITION 00 PER RS(1) CALC N POSITION SCALE 1 " = 800' MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NO. 8410190039 AS FOLLOWS: ENCROACHMENT OF FENCES OVER THE WEST PROPERTY LINE. AFFECTS: PARCEL A EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: CITY OF YELM PURPOSE: WATERLINE RECORDING DATE: OCTOBER 14, 2004 RECORDING NO.: 3680929 AFFECTS: PORTIONS OF PARCELS B AND D EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: CITY OF YELM PURPOSE: WATERLINE RECORDING DATE: JANUARY 11, 2005 RECORDING NO.: 3701879 AFFECTS: PORTION OF PARCELS B AND D PER RS(1) SECTION SUBDIVISION 13. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED OR RESERVED IN DEED 24 PER RS(1) IN FAVOR OF: CITY OF YELM 25 RECORDING DATE: JANUARY 31, 2007 RECORDING NO.: 3899168 AFFECTS: PARCELS A AND B 14. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN 25.23 v o \ I DESCRIBED AS GRANTED OR RESERVED IN DEED SSos,Q \ `�� ����' / \ ALTA/NSPS LAND TITLE TABLE A SURVEY NOTES IN FAVOR RECORDING DATE: JAONUARYM31, 2007 6F 19 \ P� / \ "gyp ORIGINAL I 1 . MONUMENTS PLACED OR FOUND AT ALL MAJOR CORNERS OF THE BOUNDARY OF THE PROPERTY ARE RECORDING NO.: 3899169 � . AFFECTS: PARCEL C s°8 ® 16 1112 8 \ \ 30' ROW SHOWN ON MAPI 2. ADDRESS: 15010 BERRY VALLEY RD SE, YELM, WA 98597 I 15. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, 40' WIDE ACCESS & / yX�' 3. ACCORDING TO FEMA FIRM MAP 53067CO353E DATED 10/16/2012, THE PROPERTY LIES IN FLOOD AS GRANTED IN A DOCUMENT: 36.2 WATERLINE EASEMENT A�� \ ZONE "X", AREA OF MINIMAL FLOOD HAZARD. GRANTED TO: PUGET SOUND ENERGY, INC. / 2 I 4. GROSS LAND AREA: 61 1 073 SQUARE FEET 14.028 ACRES. PARCEL A: 20 330 SQ.FT/ 0.467 ACRES PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM LOT OWNERS B PARCEL B: 36,216 SQ.FT/ 0.831 ACRES, PARCEL C: 470,132 SQ.FT/ 10.793 ACRES, PARCEL D: RECORDING NO.: 3926421RECORDING DATE: MAY 2007 POSSIBLE FENCE ° �ss� EAGLE PLAZA BSP A 18 I 84,395 SQ.FT/ 1.937 ACRES. AFFECTS: PORTION OF PARCEL C ENCROACHMENTSoo /\ 5. VERTICAL RELIEF, SEE CONTOURS ON MAP SHEET SV-2 & 3. / I 7. NO BUILDINGS AT GROUND LEVEL. 16. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NO. 4022469 AS RS(7)(8)(14) \ \ 8. SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING FIELDWORK ARE SHOWN ON MAP. A. ENCROACHMENT OF FENCE OVER THE NORTHEASTERLY PROPERTY LINE OF PARCEL B 36.7 PARCEL B� / \ 10. NO PARTY WALLS ON SITE. B. ENCROACHMENT OF FENCE OVER THE SOUTHEASTERLY PROPERTY LINE OF PARCEL D / NORTH LINE MCKENZIE ST, HELD 564.96 (Cl srsoo \ 11. LOCATION OF UTILITIES AND UTILITY NOTE SHOWN ON MAP SHEET SV-2 & 3. 19. MATTERS DISCLOSED BY ALTA / NSPS SURVEY PERFORMED BY MTN2COAST LLC o /,, CALCULATED LINE PER RS(1)(7)(8)(14) 570.18 (RS16) \ 13. NAMES OF THE ADJOINING OWNERS ACCORDING TO THURSTON COUNTY GEO DATABASE SHOWN ON MAP PROFESSIONAL LAND SURVEYORS DATED FEBRUARY 22, 2023 AND DESIGNATED JOB No. ° \ �8 & FOUND MONUMENTS. \ 9 / / ORIGINAL 40' ` SHEET SV-1. 23-012, As FOLLOWS: I 8 LEGAL DESCRIPTION CALLS 570.18 \ 16. THE MAJORITY OF THE SITE SHOWS NO EVIDENCE OF RECENT EARTH MOVING WORK, ALONG PARCEL A, A) FENCE ENCROACHMENT. (AFFECTS SOUTHEAST CORNER OF PARCELS A AND C) h 968R O SOUTH OF AND PARALLEL WITH WIDE OLYMPIC I \ THE WEST SIDE OF SITE THERE IS POTENTIAL ENCROACHMENT WITH FILL BEING PLACED ONTO PARCEL B) FILL WAS PLACED ON PARCEL TO WEST WITH POTENTIAL ENCROACHMENT ALONG HIGHWAY. CALCULATED DISTANCE TO 19 ST SHOWN ON \ A, THIS WORK APPEARS TO BE OLDER THEN f 1 YEAR HOWEVER. WEST LINE. (AFFECTS PARCEL A) 00 ��F�\ HIGHWAY EXCEEDS OR SHY. / / RS(16) I \ \ 17. TO THE BEST OF MTN2COAST KNOWLEDGE THERE IS NO PROPOSED CHANGES IN STREET C) FENCE ENCROACHMENT (AFFECTS NORTHWESTERLY CORNER OF PARCELS A AND C) N 19 \\ �7 RIGHT-OF-WAY LINES OR EVIDENCE OF STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. D) FENCE ENCROACHMENT (AFFECTS SOUTHEASTERLY LINE OF PARCEL D) C� \92 0 �h \ \� I \ E) FENCE ENCROACHMENT (AFFECTS NORTHEASTERLY LINE OF PARCEL B) 0 F) EDGE OF PAVEMENT ENCROACHES 0.5 FEET WESTERLY ALONG LINE. (AFFECTS 10 FILL WAS PLACED ON PARCEL TO ���/ moo° QJ \ DATUM SOUTHEASTERLY PORTION OF PARCEL B) WEST WITH POTENTIAL ENCROACHMENT 20.00 ALONG WEST LINE, SEE SHEET SV-2 l I 9ss HORIZONTAL - WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 83/91 (SURVEYOR'S NOTE: ITEM 19 WAS THIS ALTA SURVEY REVIEWED BY CLIENT & ET AL. AND SV-3 FOR MORE DETAIL N38'40'32"E / \� \ °9 BASED ON GPS TIES TO THURSTON COUNTY MONUMENTS 1252, 1252AZ. ON FEBRUARY 22, 2023.) R S)( 1 1 12 N 11 8 12 ss ° ( ) I \ \ VERTICAL - NAVD 88 BASED ON GPS TIES TO THURSTON COUNTY MONUMENT 1252AZ 0 NIco os ��v / /� WITH AN ELEVATION 340.018. 04 0 40' WIDE ACCESS & '9s o WATERLINE EASEMENT s8 F \ �P \ GRAPHICAL INDEX Z \4 O / /� \ \ T17N R1 E, W.M. PARCEL C SEE DETAIL 2----P I M 2C \ Ss ono. & SHEET SV-3 35.024 PARCEL,-, 15 A I 13 L 34.5 19 S39'00'43"W \ I 0' 100' 200' - - - " 44.3 \ O° \ ,gyp \ 312.05 ° N 13 1 .31'X20' ROW DEDICATION 35.8 - CENTER OF SECTION 24 RS(3) X �tK ,�. SCALE 1 " = 100' � Xl\- POSSIBLE FENCE ENCROACHMENT 14 I I XII ❑ 11 \\ III RS(9)(10)RL455.00- D=0065342 40.2 o. Soo S61°45'77 ,~/ e 3 RS(6) o0 \ SHEET INDE X 2\8�7�` tis ° SV-1 BOUNDARY MAP, TITLE LE EXCEPTIONS &D=044°53'30" L=354.93 D=012'1644 TABLE A ITEMS, CERTIFICATION, DATUM, 1 1 L=107.15o, R=453.00 \ �. ° '� ss REFERENCED SURVEY, MONUMENT NOTES. 20.00 R=500.00 \ iy \ I LINES CALCULATED PER REFERENCED SURVEYS & �.�°��,���d P� S�� SV-2 TOPOGRAPHIC MAP, LEGAL DESCRIPTION, X \ / J L N88* 14'35 "W 21 14 S38'42'14"E FOUND MONUMENTS tK LEGEND, UTILITY NOTE, SURVEY NOTES. 7- _20994 _ 15 �° � 56.21 °°� RC \ SV-3 TOPOGRAPHIC MAP. 13 S50'57'46"E 0.65 6766 25.60 . 1326.888 _ \ 161.76 N88'14'35"W 21 D=040'2$ RD BERRY VALLEY 11 o (PUBLIC) ` \ 1326.88 24 0 2653.77 N88•14'35"W \ / 10 N 19 �61 RS(5) \ 16 I / 2S°o RS(15) /Z-SEE 15 DETAIL 3 RS(13) (RSx) REFERENCED SURVEYS 1. ROS, AFN 4022469. 2. ROS, AFN 8410190039. 3. TAHOMA TERRA PHASE 1 DIVISION 1, AFN 3830707. 4. TAHOMA TERRA PHASE 1, DIVISION 2, AFN 3894277. 5. ROS, AFN 4400621. 6. ROS, AFN 4629221. 7. ROS, AFN 4212931. 8. ROS, AFN 4041448. 9. ROS, AFN 4025109. 10. ROS, AFN 3963040. 11. ROS, AFN 3081670. 12. ROS, AFN 8802290183. 13. BERRY VALLEY ESTATES AFN 3060268. 14. BLA 86-01 , AFN 8612020094. 15. SHORT PLAT NO.2077, VOL 20 PG 545, AFN 8508270123. 16. MAP OF YELM WASHINGTON AVAILABLE AT DNR, AND SHOWING SOLBERG GARDEN TRACTS. 17. CITY OF YELM, SR 510/ TAHOMA BLVD. LID NO.2 PHASE 1 CONSTRUCTION PLAN. SHEET 2 OF 8 W I c`ti FOR WATER CONSERVATION, 00 THIS PROPERTY IS IRRIGATED WITH RECLAIM WATER 0 z METAL LID t6' TALL CHAIN RECLAIM LINK FENCE I WATER VAULT 348 — 1� S88'15'19"E - \ \ I / 280.00 _4DF1I8" �b 18„ STORM POND 10" CAPPED PVC, MARKED "RW" (RECLAIM WATER) 0 AN 34g- �DF36" DF42" DF26" I / \ 1 \ I 16 N / \ L�F1 F2C allo N / \ — O �p 101, 1 Z N DF20'` -� i / w o DK1o° / �r DFr12".- I / N r FJ2" DF14" / C°N° / DF10^ I Z o N I I z F�2" DF20° DF � 12„ 16" DF10' DF10" I IDF28" 8" \ -347- \ {pF `NDF22�„ / \ \ I 4bF12" D"r - / \ n[ \ AD 12" / \ DF20" _4pDF1< 81(91, 10Lo ID �4 6 �ti 1�8 10 ` \ DF12" \ � i 14„ C1 ^ 6^U0 _ 16' �� — — _ 6.75" CAPPED % F 8„s DF8 1o°�a 12°Ja r12„ jo - 37.2 OLD METAL PIPE, PROTRUDING 1' \ 90 I ABOVE GRADE � \ I "18" s` LEGAL DESCRIPTION BASED ON CHICAGO TITLE COMPANY OF WASHINGTON TITLE REPORT, COMMITMENT NO. CTTC220056479, DATED FEBRUARY 23, 2023 PARCEL A: THE WEST 20 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., LYING NORTH OF THE SOUTH 20 FEET OF SAID SECTION AND SOUTH OF THE SOUTH LINE OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHWESTERLY BOUNDARY OF BERRY VALLEY ROAD WHICH IS SOUTH 37*56' WEST 570.18 FROM ITS INTERSECTION WITH THE YELM-OLYMPIA ROAD; THENCE NORTH 53°30'30" WEST PARALLEL TO SAID YELM-OLYMPIA ROAD 1,965 FEET, MORE OR LESS, TO THE POINT OF INTERSECTION WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 24; THENCE SOUTH ALONG SAID WEST LINE 50.46 FEET, MORE OR LESS, TO A POINT WHICH IS 610.18 FEET SOUTHWESTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM THE SOUTHWESTERLY LINE OF THE YELM-OLYMPIA ROAD; THENCE SOUTH 53°30'30" EAST 1,965 FEET, MORE OR LESS, TO THE POINT OF INTERSECTION WITH THE NORTHWESTERLY BOUNDARY OF BERRY VALLEY ROAD; THENCE NORTH 37*56' EAST 40 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM ANY PORTION CONTAINED WITHIN A PUBLIC ROAD; ALSO EXCEPT ANY PORTION LYING WITHIN PARCEL "A" OF CITY OF YELM BOUNDARY LINE ADJUSTMENT NO. BLA-86-01 , AS RECORDED DECEMBER 2,1986 UNDER AUDITORS FILE NO. 8612020094; ALSO EXCEPT PORTION CONVEYED TO CITY OF YELM BY INSTRUMENT RECORDED JANUARY 31, 2007 UNDER AUDITOR'S FILE NO. 3899168; IN THURSTON COUNTY, WASHINGTON. PARCEL B: M 2C THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHWESTERLY BOUNDARY OF BERRY VALLEY ROAD WHICH IS SOUTH 37*56' WEST 570.18 FEET FROM ITS INTERSECTION WITH THE YELM-OLYMPIA ROAD: THENCE NORTH 53°30'30" WEST PARALLEL TO SAID YELM-OLYMPIA ROAD 1,965 FEET, MORE OR LESS, TO THE POINT OF INTERSECTION WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 24; THENCE SOUTH ALONG SAID WEST LINE 50.46 FEET, MORE OR LESS, TO A POINT WHICH IS 610.18 FEET SOUTHWESTERLY, WHEN MEASURED 0' 40' 80' AT RIGHT ANGLES, FROM THE SOUTHWESTERLY LINE OF THE YELM-OLYMPIA ROAD; THENCE SOUTH 53*30' 30" EAST 1,965 FEET, MORE OR LESS, TO THE POINT OF INTERSECTION WITH THE NORTHWESTERLY BOUNDARY OF BERRY VALLEY ROAD; THENCE NORTH 37*56' EAST 40 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM ANY PORTION LYING WITHIN PUBLIC ROAD; SCALE 1 " = 40' ALSO EXCEPT ANY PORTION LYING WITHIN PARCEL "A" OF CITY OF YELM BOUNDARY LINE ADJUSTMENT NO. BLA-86-01 , AS RECORDED DECEMBER 2,1986 UNDER AUDITOR'S FILE NO. 8612020094; ALSO EXCEPT THAT PORTION LYING SOUTHEASTERLY OF THE MOST NORTHWESTERLY LINE OF THAT PORTION CONVEYED TO THE CITY OF YELM FOR KILLION RIGHT OF WAY RECORDED JANUARY 31, 2007 UNDER AUDITOR'S FILE NO. 38991 68; IN THURSTON COUNTY, WASHINGTON. UTILITY NOTE PARCEL C: UTILITIES SHOWN HEREON ARE FROM FIELD MAPPING VISIBLE SURFACE THAT PART OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS APPURTENANCES, MAPPING UTILITY PAINT MARKS FROM A UTILITY LOCATING FOLLOWS: SERVICE AND CITY OF YELM CONSTRUCTION PLAN. BURIED UTILITIES ARE ONLY BEGINNING AT A POINT 20 FEET NORTH AND 20 FEET EAST OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER OF SECTION 24; SHOWN AS APPROXIMATE AND SHOULD BE VERIFIED BEFORE CONSTRUCTION. RUNNING THENCE NORTHERLY PARALLEL WITH THE WEST LINE OF SAID NORTHEAST QUARTER 1,008.79 FEET; THENCE SOUTHEASTERLY PARALLEL WITH HIGHWAY 510 A DISTANCE OF 1,664.72 FEET, MORE OR LESS, TO A POINT 20 FEET NORTH OF THE SOUTH LINE OF SAID NORTHEAST QUARTER; THENCE WESTERLY PARALLEL WITH SAID SOUTH LINE 1,317.72 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION LYING SOUTHEASTERLY OF THE NORTHWESTERLY LINE OF THAT PORTION CONVEYED TO CITY OF YELM FOR KILLION RIGHT OF WAY RECORDED JANUARY 31. 2007 UNDER AUDITOR'S FILE NO. 3899169; SURVEY NOTES IN THURSTON COUNTY, WASHINGTON. 1. INSTRUMENT USED: SOKKIA IX 3" TOTAL STATION AND TOPCON VR GPS. 2. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS OF WAC 332-130-090 3. SURVEY COMPLETED 2/20/2023 4. ALL MONUMENTS SHOWN AS FOUND VISITED 2/2023. 5. PURPOSE OF TOPOGRAPHICAL MAPPING IS FOR FUTURE DEVELOPMENT OF SITE. 6. CONTOURS WERE ESTABLISHED FROM FIELD MAPPING, 1' CONTOURS SHOWN. 12 DF12" I / F \ 7. MTN2COAST (M2C) WAS RETAINED BY RJ DEVELOPMENT TO COMPLETE AN ALTA DF10"°8 345� \� SURVEY OF THE DESCRIBED PROPERTY. I20" I �s� 8. SECTION SUBDIVISION PER REFERENCED SURVEY 1 (RS1). 11 yp7ll "I 1 \ 9. M2C COMPILED REFERENCED SURVEYS, TIED MONUMENTS AND SURVEY DATA 2�p / I TO COMPLETE THIS MAP. 10" - 8" pF18 II — _ _ _ _ _ —' 10. THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" WITHIN THIS SURVEY 12„ I _ _ ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING 1 \ THOSE FACTS AND FINDINGS SHOWN ON THIS SURVEY, AND DOES NOT Nr 18" 344 CONSTITUTE A WARRANTY OR GUARANTEE, EITHER IMPLIED OR EXPRESSED. lb 36 2 I h CONCRETE 288 \ /I PAD \ ,9 \ \ — ` 341— \ ROCK PILE 340 Qrl - 36.7 335-----333__ 3 335��\�--\ _ \\\\ A RECENT FILL PLACED, — POSSIBLE ENCROACHMENT / \ \ _ — ` _ � \ — — — ` — _�_ 1 — \ \ -- / ALONG PARCEL A _ - -332 \ \ o. 'Po RIM 340.61 IE 8"DI SE 338.7 00 III 3 / tl) \\ \\ N N SDCB 2420 0 \ \\\ \ \�,9 RIM 341.50 L \\ \ .9 IE 12"CPP NE 338.0 8" �, r, 8" � IE 12"CPP NW 338.0 6° I \ / \33� 1 - .332 _ ' / / 8'i 6" �' � 6 8" T— POST — / / / i, 8 \ \\\ \ \ !y 20.0 \\O. 8„ -333- - - - _ - -DF12" / / / 6^/�[!� 6, -'tt 6„"6"-\ 8 SEE CONTINUATION SHEET SV-3 342 PARCEL D: A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, THENCE NORTH 89°11'05" EAST ALONG THE NORTH LINE OF SAID SUBDIVISION 280.00 FEET; THENCE SOUTH 1°04'20" EAST PARALLEL TO THE WEST LINE OF SAID SUBDIVISION 250.13 FEET; THENCE SOUTH 36°29'30" WEST TO THE SOUTHWESTERLY LINE OF TRACT 30 OF THE UNRECORDED PLAT OF SOLBERG'S GARDEN TRACTS; THENCE NORTH 53°30'30" WEST TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH 1°04'30" WEST TO THE POINT OF BEGINNING; BEING A PART OF LOTS 29, 30, 31 OF THE UNRECORDED PLAT OF "SOLBERG'S GARDEN TRACTS." IN THURSTON COUNTY, WASHINGTON. LEGEND Fi TELEPHONE JUNCTION BOX OT TELEPHONE RISER O TELEPHONE VAULT/MANHOLE © CABLE RISER/ PEDESTAL © CABLE VAULT/MANHOLE © CABLE JUNCTION BOX O LUMINAIRE WITH LONG ARM © NATURAL GAS VALVE J, GUY ANCHOR © POWER JUNCTION BOX -& POWER POLE -0- PP WITH TRANSFORMER -9- PP WITH DROP AND TRANSFORMER ® POWER TRANSFORMER ® POWER VAULT/ MANHOLE 0 SS CLEANOUT OS SS MANHOLE ® SEPTIC TANK 10 STORM CATCH BASIN OD STORM MANHOLE 0 STORM CLEANOUT —< CULVERT ® IRRIGATION CONTROL VALVE ® WATER METER I< WATER VALVE 'CS WATER FIRE HYDRANT 3/5/2023 ® SPIKE BRASS CAP Z HUB AND TACK O IRON PIPE ® MONUMENT IN CASE * PK NAIL O REBAR AND CAP +Sc SCRIBE O REBAR WITHOUT CAP SET 5/8" REBAR WITH YELLOW CAP MARKED "LS 21013244" SET PK NAIL WITH WASHER MARKED "LS 21013244" CD CEDAR PINE (UNLESS NOTED) DF DOUGLAS-FIR TREE C COTTONWOOD DECIDUOUS TREE MPMAPLE TREE STREET SIGN (AS DESCRIBED) O BOLLARD HATCHING GRAVEL ASPHALT CONCRETE a a LINE TYPES WOOD FENCE CHAIN LINK FENCE —X X X x x X— WIRE FENCE TOE TOE GROUND TOE TOP TOP GROUND TOP BRK BRK GROUND BREAK D D D STORM LINE S S S SANITARY SEWER LINE T T T BURIED TELEPHONE OT OT OVERHEAD TELEPHONE P P P BURIED POWER OP OP OVERHEAD POWER W W W WATER LINE RW RW RECLAIMED WATER G G G NATURAL GAS LINE C C C BURIED CABLE TV LINE FO FO BURIED FIBER OPTIC LINE FM FM SANITARY FORCED MAIN MAJOR CONTOUR MINOR CONTOUR PROPERTY LINE - - LOT LINE - ROAD CENTERLINE ROAD RIGHT-OF-WAY OLD ROW LINE EASEMENT LINE SHEET INDEX SV-1 BOUNDARY MAP, TITLE EXCEPTIONS & TABLE A ITEMS, CERTIFICATION, DATUM, REFERENCED SURVEY, MONUMENT NOTES. SV-2 TOPOGRAPHIC MAP, LEGAL DESCRIPTION, LEGEND, UTILITY NOTE, SURVEY NOTES. SV-3 TOPOGRAPHIC MAP. SHEET 3 OF 8 SEE CONTINUATION SHEET SV-2 lo �D$ 8° 10' 6„ 6„ s Q 6„ `' s" `\ �\�X lb 6" 1 c6" T- POST / /, 6„ J 6" 6 c� 6" 6" $„ \ � 6 � � 6 YELM MEDICAL PL DF 2" / 342 I I ROCK PILE - - - - ` - _ - - \ 1 s" /' / 6 t} 61, \ \ \� �\ N38'40'32"E L 6� I 6" `\ �� \ \ ` 20.00 oNo �� II --- -- ^ ` r„ ✓ .f 101 r>\�\ S9 O \ 8 RECENT FILL PLACED, Z 7), o�� - / , - \ c6„ 6 6 TPOST POSSIBLE ENCROACHMENT - III \ / / \ - - - - - - - ALONG PARCEL A I � �� \�� ---�J 6„ �� --- �� \\\ \\ / 0 -336 II ROCK PILE \ / �„ `" 8" Q`� 6, \ \` \ \ tK� \ lb I ,3 i - 8" \ \ I 6-_� ADF20" �� /-- \\ - \\'�3�1�; 4x 8"1--\ -� /' g --\ I-- ADF18" - - - - / / 1 - \ \\ 8„ EDGE OF PAVEMENTS 35.0 3�' / / - I8� STRETCHES ±78' ALONG \ /�DF1s° / // / \\ i \ \ - 12" LINE ENCROACHES f0.5' IDF1s° F12° A., / , DF2o° \ 6., WESTERLY. ALSO SEE / �/ / / �DF3o" \ DETAIL RIGHT � \ ADF22" .161, / \ \ � - - _ 338' _338 -__/ ���� / \ \ /\ \ �, 8" / / �F24" / \ \ DFi22' D F 14" J/ \'339-- ----DF 4" \\�339-- \�� \\ RMSDCB1002 33805 / O 1 ` \ IE 12"DI E 335.9 6„ \ - - IE 12"DI W 335.9 O� ADF18" ADF12" \ / ` \ \ \ / IE 12"DI SE 335.8 1 ` 34.i ADF22" ` �� `pF•�0" 1 / ` \ \ \ \ ✓ x ✓ 18 \ S39'00'43"W _ x , 44.3 ADF22" ) ` / 6" 312.05 x A F 16„ �D! \ / ADF28" ` \\ �c� �� ° /xl\ ADF18" \ n \ RIM 338.44 T 24" - - - / \\ Q4" �34 -.._ IE 12"DI NE 336.3 /0�<v y�Z / I ��--DF OjADF22- / \�-- O 1 \ / poJ cd 1 x ADF30° \ - - i \ \ �i9 ADF20" `-\ BIKE LANE I /'t4' TALL nj - - - - _ i, 8" `� SDCB 5009 If FENCE / J 4�F - _�DF22" \ �`' 8" RIM 338.38 x \ - - ¢ 8' I \ a. o / n7� O IE 12"CPP NE 333.9 IE 12"CPP SW 334.0 x1 I - � ---------`\ 6" I D=006'53'42"�� 20" L=54.75 / d \ , � D�F14" I\ � -- - - - -' G, 6„ \ R=455.00 I � D�1s° � � 1 t / __j \ 1 \ I DF 8" \ - - - - _ \ MARKED NOT \ � / � \ 3Q3 IN SERVICE \ i I I NrpF24" ADF22 \ \ S61'45'37"W O - \ \ 753 /_�<Z / / / Q ZA / 4/x / / J / ob SDCB 6093 RIM 338.42 0� IE 12"CPP SW 336.4 d % / / PARCEL B Q> ��9 e FOG LINE / d SDCB 6083 PARCEL C \ ^ RIM 1 12 CPP ENE 334.2 D ETAI L rd ,\IE 12"CPP SW 334.1 SCALE 1" = 5' A/ SDCB 5014 \ RIM \ IE 12"DI DI NW 335.3 \ \ Q IE 12"CPP NE 333.8 \ IE 12"CPP SE 332.9 \ 3 IE 12"CPP SW 333.2 \ \ \ 2 \ SDMH \ RIM 338.50 8.50 TP 335.8 2.5" PVC \ VERTICAL PIPE BENDS TO WALL ON SE SIDE \ \ \ X \ \ I \\\ \ _4DF16" .4: 1 '_1____ ,8„�0\ ;, O SURFACE FEATURE NOTE \ I SDCB 1017 I39.87 1. 3.5"PVC PROTRUDING 2.5' ABOVE GRADE I \\ \\ I IE 12"CPP SW337..7 / //' ' 2. 4"PVC PROTRUDING 3' ABOVE GRADE \ \ DF20 `34S IE 12"DI SE 337.5 41`24" 'SDMH 5140 3. 1"PVC PROTRUDING 1.8' ABOVE GRADE F / // RIM 339.70 4. 4.5"PVC PROTRUDING 3' ABOVE GRADE o D-044'53'30" \ �DF28" 1 1 4 / // / IE 12"CPP NE 331.4 5. 3"PVC PROTRUDING 1. 7' ABOVE GRADE DF20' R=453.00 D=012*16'44" / 6. 4"PVC PROTRUDING 4. 1' ABOVE GRADE /o R=500.00 7. 4 PVC PROTRUDING 1.1' ABOVE GRADE II I I I I `4DF24" / /� 8. 4"PVC PROTRUDING 1.9' ABOVE GRADE 20.00 SDCB 5000 9. 3"PVC PROTRUDING 3.5' ABOVE GRADE '/ v RIM 339.29 10. 1 "PVC PROTRUDING 1.9' ABOVE GRADE SDCB 1023 ADF22" i //� / O IE 12"CPP NE 335.9 1 1 . 4"PVC PROTRUDING 2.9' ABOVE GRADE D`. RIM 340.76� 10" i s„ > 14 i t% / E 12"CPP S 335.9 12. 2 PVC PROTRUDING 2.6 ABOVE GRADE soc6 5550 I I / IE 12"CPP W 338.5 \ - �� �,r OPTIC FIBER STOP 13. PURPLE WIRE EXPOSED AT THE END OF RIM 342.60 / I / 4"X4" N88'14'35"W / 6„ SDCB 1028 IE 12"CPP E 338.6 S38'42'14"E IE 12"CPP S 334.0 4 \ 209.94 RIM 341.37 - - O / \ \ 56.21 RECLAIM WATER TRACE. �35.8- POOR 42 ABANDONED 4"X4" _ - - - , - �� 4" �� / 14. RECLAIM WATER IRRIGATION VALVE. IE 12"CPP E 339.3 \ s L'J _ _ WOOD - - - / \ SDCB 5043 �� BARK -t POST - - - - / \ RIM 339.12 OP OP P OP OP OP IE 12"CPP N 336.2 - F--- �. T - \ - - -- a d 6/ p C( i SDCB 52 4" 30 \ 6 g' $„ 6„ a C d 6„ RIM 339.11 IE 12"CPP W 336.7 \ �R - �- RW FOIE _ _7�,35316 / EMPTY SDCB 5209 \ ° _ SINGLE WHITE _ �� �" d i� RIM 339.52 \ 25.60 RW R RW /� a BERRY VALLEY RD (PUBLIC) - W IE 12"CPP W 336.5 � 326 88 DOUBLE YELLOW TURN LANE SDCB 5354 - IE 12"CPP E 336.6 - _ - _ 161 76-N88•14' 67.66 _ RIM 340.90 K_ SDCB 5464 RIM 342.79 J--� - 35 W � 1�343- - i SDCB 5562 IE 12"CPP W 338.1-� - - SDCB 5208 - - SINGLE WHITE � RIM 341.39 IE 12"CPP E 338.1 i SDMH 5322 IE 12"CPP N 339.8 IE 12"CPP SW 339.7 i 1 BIKE LANE - _ _ _ 42 IE 12"CPP E 338.5 3 '� 43 RIM 339.83 I IE 12"CPP NW 336.9 RIM 340.42 - FOG LINE_ - i - 4 0 -_342 13 IE 12'CPP SW 336.5 IE 12"CPP N 335.9 _ _ a /� 6" 4 8 IE 12"CPP S 336.4 a 8„ 4„ 8 4 4 -_ SDMH 5371 IE 12"CPP E 336.4 \d -` / SDCB 5342 RIM 341.04 --T _ - �343 - - / 8 -344- - _ - RIM 340.72 IE 12"CPP NE 335.1 SDCB 5338 RIM 340.27 t4' TALL CHAIN _ - 10 11 5 - - - - -� -. a IE 12"CPP E 337.7 IE 12"CPP NE 337.0 3 5 2023 LINK FENCE 9 6 r D I SDCB 5353 IE 12"CPP W 337.8 IE 12"CPP SW 337.1 CULVERT 12"CPP IE 339.26 12 D T p 7 STOP SDMH 5628 RIM 340.50 IE 12"CPP W 337.5 DATE 3 5 2023 RIM 344.78 SCALE ' 12"CPP VERTICAL PIPE SDCB 5451 I 1 " = 40' O f wasyly/ o�G/ C TOP OF LID 344.1 RIM 340.62 M2C PROJECT NO.: BOTTOM OF IE 12"CPP E 337.3 23-012 Z STRUCTURE 336.6 IE 12"CPP S 337.4 DRAWN MYC o� 21013244a CHECKED FGISTERF SEP `sS� J2 S ONAL APPROVED LAND M2 C 0' 40' 80' SCALE 1" = 40' SHEET INDEX SV-1 BOUNDARY MAP, TITLE EXCEPTIONS & TABLE A ITEMS, CERTIFICATION, DATUM, REFERENCED SURVEY, MONUMENT NOTES. SV-2 TOPOGRAPHIC MAP, LEGAL DESCRIPTION, LEGEND, UTILITY NOTE, SURVEY NOTES. SV-3 TOPOGRAPHIC MAP. SHEET 4 OF 8 w w w . L D C c o r p . c o m F 4 2 5 . 4 8 2 . 2 8 9 3 T 4 2 5 . 8 0 6 . 1 8 6 9 6XrYH\LQJ (QJLQHHr LQJ 3O DQQLQJ :o o G L Q Y L O O H .H Q W 7X m w D W H r 32 1 C l e v e l a n d A v e S E , # 2 0 9 Tu m w a t e r , W A 9 8 5 0 1 Δ Δ w w w . L D C c o r p . c o m F 4 2 5 . 4 8 2 . 2 8 9 3 T 4 2 5 . 8 0 6 . 1 8 6 9 6XrYH\LQJ (QJLQHHr LQJ 3O DQQLQJ :o o G L Q Y L O O H .H Q W 7X m w D W H r 32 1 C l e v e l a n d A v e S E , # 2 0 9 Tu m w a t e r , W A 9 8 5 0 1 INFILTRATION TRENCH INFORMATION w w w . L D C c o r p . c o m F 4 2 5 . 4 8 2 . 2 8 9 3 T 4 2 5 . 8 0 6 . 1 8 6 9 6XrYH\LQJ (QJLQHHr LQJ 3O DQQLQJ :o o G L Q Y L O O H .H Q W 7X m w D W H r 32 1 C l e v e l a n d A v e S E , # 2 0 9 Tu m w a t e r , W A 9 8 5 0 1 Δ Δ ww w . L D C c o r p . c o m F 4 2 5 . 4 8 2 . 2 8 9 3 T 4 2 5 . 8 0 6 . 1 8 6 9 6Xr YH\LQJ (QJLQHHr LQJ 3ODQQLQJ :o o G L Q Y L O O H .H Q W 7X m w D W H r 32 1 C l e v e l a n d A v e S E , # 2 0 9 Tu m w a t e r , W A 9 8 5 0 1