Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/9/202253 DMH9:. ALTA/NSPS LAND TITLE SURVEY CB 10'/ 1 IE(E)24 RIM=55,,m55l RIM=548%' NC BTMOFSTRUCTUE=547.IE(S)2}DN-547.85.' DMH I IElW2CDNC�517'. '. .. / '• IE(N/5 )12"GONG=542.16' SITUATED IN THE SOUTHWEST ONE QUARTER OF SECTION RIM -553.23' / '. / �. IE(N)1O°.COIYC=5470' 35 TOWNSHIP 17 SOUTH RANGE 2 WEST . / IE(E)24"CONC�54�.70' / n.... 19 t0 - IE(5)24�A 547.43' / / / y . :.. IE 36" CONC=546:32' WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, / 3. sMH 1) RIM�-656.95..... LANE COUNTY OREGON I£( );S' PVCW)15'PVC 540.43' = u / % __ LEGEND / ..: ... 'DMH 3 IE( - E .540.55'. �' _ / ''.. .�'..� .. „Jho` / o - LEGAL DESCRIPTION PER TITLE REPORT RIM-_ 551.1'B.i! .. `.. ./ .'� .. _ .. .. IE(E 36" CfJRC=545.01' V N " 3 / O/ / ® -SURVEY CONTROL POINT LOT 1, MCKENZIE HILLS, AS PLATTED AND RECORDED 'IE(Sf CONC='546,16: "' ' .. .. - ST -SET -SET SURVEY MONUMENT „' lam' z_. / , R •O .. .. OREGON PLAT RECORDS, LANE COUNTY OREGON. IE(SW)8 CO PLUGGED. '46.25. _ • y -FOUND SURVEY MONUMENT .. .. .L m. ..p;Y 3' 57WATER VALVE NOTES:7z ' ,SLIDES 19, 20 AND 21, LANE COUNTY ASIN HIGH\1W h� ST-_ ate, \ 0 Q WATER METER ROUND UTILITIES .. v ' � '.; DS IN 1. THIS SURVEY © - SANITARY SEWER MANHOLE SHOWN ARE ALL MAKES UTILITIES IN NHEAEAATHE UNDERGROUND UTILITIES .SS a-�55. .. .. `I MANHOLE SS \/. - oSi' : > \ ® - STORM DRAIN SHOWN ARE BASED ON LOCATE PAINT MARKINGS IN THE FIELD AND AS -BUILT U cO '^ ST .a-553 �/: - MAPPING. UTILITIES SHOWN MAY NOT BE IN THE EXACT LOCATION AS NOTED ON •. /ca.... ..'_r 54 J :y5y: ."..�„ ® -CLEANOUT THIS SURVEY, BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM PAINT FIT e o pQ -IRRIGATION CONTROL VALVE ON THE GROUND WERE -552/ �. \ �" GAS VALVE PROVIDED BY ONE CALL UTILITYLOCATES[88111) GS T. y51. a - G _off /�� ='c - / ' ® - GAS METER 2. STORM DRAIN AND SANITARY SEWER LINES SHOWN ARE APPROXIMATE AND y,�.-$? J� < G to -�? 189.501 O yj \/ a - MAIL BOX BASED ON VISIBLE ABOVE GROUND EVIDENCE AND AS -BUILT MAPS. SS -554\ h I / h�-i`_ / I ^I[� ]Qf -LUMINAIRE ( ) 55 SS/ S .. v a \ JJJ h- �� 1 ® - COMM RISER 3. THE HORIZONTAL DATUM AND BASIS OF BEARINGS IS NAD 83 2011 EPOCH 55 _ O I 1 �� ® - COMM ]UNCTION BOX 2010.00 OREGON NORTH 3601, INTERNATIONAL FEET. GPS OBSERVATIONS USING THE OREGON EALTIME NETWORK ( ORGN) E WEHELD AT CONTROL DINT \ 'I-- is - SIGNAL iUNCTION BOX fp Q \557_ NUMBER 10 AND 11. TERRESTRIAL GROUND MEASUREMENTS WERETAKEN fn- - _ I - ELECTRIC METER BETWEEN ALL INTERVISIBLE CONTROL DINTS. TRIMBLE BUSINESS CENTER ® - ELECTRIC ]UNCTION BOX VERSION 4.0 WAS USED TO ADJUST THE CONTROL NETWORKS. - UTILITY POLE F -GUY ANCHOR 4. THE VERTICAL DATUM IS NAVD 86. A GPS DERIVED ELEVATION OF 578.61' FEET R=550fi7'V' yy -FIRE HYDRANT WAS HELD AT CONTROL POINT NUMBER 11. DIGITAL DIFFERENTIAL LEVELS WERE =0°41' 16" CB 8 FI / Spa L=66.10' yy6 Rei 1=SQ 45' J I -� -SIGN RUN THROUGH THE ON-SITE CONTROL. SMHC CH=66.10' / IE(N)24" �-=54754' / I \Ip RIM -550.90 ' S•c {I14 3 I f I r-wETLANDFUG IMPROVEMENT NOTES: IE(5)8" CONC=542.33' ' �. I � ' . '' � � � CB=N82°36'07"E / � BTM=547.20' / I 7P IE(W)10" CONC=541.38' / \ N . ;' II yy 1702353104900 / / / -TEST PIT 1. THERE IS A 3' TALL WOOD FENCE THAT CROSSES THE SOUTHERLY LINE OF THE SCHAFNER PROPER, LLC / / / I I rvnv SUBJECT TRACT BY 0.4', AT THE NORTHEAST CORNER OF LOT 2, "McKenzie HILLS" CB : / I / / / / I ® -MONITORING WELL TO A POINT 40' WEST OF THE NORTHEAST CORNER LOT 2. RIM=551.5 / I yLLDb / / / SPRINC99ELD OR 7478 I -j - LINE CONTINUES TO UNKNOWN LOCATION IE(E)12" CONC=548.5 <� / S' ;' / O �QM=551.76' / / / I I 2. THEE IS A SIX FOOT WOOD FENCE THAT CROSSE THE SOUTHERLY LINE OF THE IE(SW)b" PVC=550.5 S I �f (N W)12" CC=548.24' / / CONTAiNa 1.4 ACRES / / �I ��VI - E - -UNDERGROUND ELECTRIC LINE SUBJECT TRACT BEGINNING AT A POINT 7.T FEET EAST OF THE NORTHWEST BTM=547.61'(DEBRI �' I M=547.4jJ' / MORE OR SS / / / I CORNER OF LOT 3, "McKenzie HILLS THAT IS 9.5' NORTH OF THE SOUTHERLY LINE / I- -ST- - UNDERGROUND STORM DRAIN LINE FOR 103.8' TO A POINT THAT IS 12.5.' NORTH OF THE SOUTHERLY LINE THAT -55- -UNDERGROUND SANITARY SEWER LINE CROSSES SOUTH ACROSS THE SOUTHERLY LINE 13' WEST OF THE NORTHEAST -C- - UNDERGROUND COMMUNICATION LINE CORNER OF SAID LOT 3. DMH w -T- - UNDERGROUND TELEPHONE LINE 2 I� I �5ya/ / / / / I m \I THEE ISA 7.8'X 7.8' DECK THAT IS ENTIRELY ON THE SUBJECT TRACT AT THE RIM=551.7 -N- -UNDERGROUND CABLE N LINE / SOUTHERLY LINE 23.8' WEST OF THE NORTHEAST CORNER OF LOT 3, McKenzie IE(NW)24"CONC=546.7' -W- - UNDERG ROUND WATER LINE HILLS. IE(E)12"GONG=547.3' O O I / ` / IE(S)24" CONC=546.7 N" / / / I3 - G - - UNDERGROUND NATURAL GAS LINE N I' 4J1 / I',\ 3. THERE IS A SIX FOOT WOOD FENCE THAT CROSSES THE SOUTHERLY LINE OF IE(W)12" CONC=547.3 \1 / 5 / / I \ „I \ -SIG- -UNDERGROUND TRAFFIC SIGNAL LINE THE SUBJDT TRACT 2.8' EAST OF THE NORTHWEST CORNER OF LOT 4, "McKenzie h6� -OH- -OVERHEAD UTILITY LINE HILLS" THAT RUNS TO HE EAST T LINE "McKenzie HE SUBIECT TRACT 12.2' NORTH OF THE 560 -FENCE LINE NORTHEAST CORNER OF SMHB SIAM -SANITARY SEWER MANHOLE THEE ISA 12" WIDE KEYSTONE WALL THAT CROSSES THE SOUTHERLY LINE OF RIM=554.98' G "A' I ( I / / \\ �i� l \O / :_ / / \ I 1702350004100 DMH - CATCH BASIN MANHOLE CORNER OF THTHE SUBIECT E SUB ECT TRACCT THAT IS T. 2' NORTH AND 8.5' EAST OF THE NORTHWEST IE(N)8" CONC=547.05' O 3 id / _ - ` i / 11� FD OREGON LLC IE(E)8"CONC=547.36' O J I/ / / r' _ OQ // \� / ' FI -FIELD INLET \, �{ 4901 VINELAND RD STE 300 4. THEE ARE COMMUNICATION STRUCTURES AND IT APPEARS THAT THERE ARE IE(5)8" CONC=549.18' SPRINGFIELD OR, 97478 COMMUNICATION LINES THAT WERE NOT LOCATED THROUGH THE ONE -CALL a u! : / /I / /♦ J / \\\\\\ /�/� / //��� 11 '\ / h I N -CONCRETE UTILITY LOCATE HAVE NO EY(811) ALONG THE SOUTHERLY LINE OF THE SUB]DT ,� TRACT. THAT HAVE NO EASEMENT. 30" z X / / /- o� �� / / \ ��I II El -ASPHALT SPECIAL EXCEPTIONS: .S 30' I / / - = 6'J/ / \�'\\ I F�� 6. EASEMENTS, NOTES, CONDITIONS, RESTRICTIONS AND DEDICATIONS AS I / !/ \ �� 'y / / I I ul j SHOWN, SET FORTH, AND/OR DELINEATED ON THE RECORDED PLAT OF MCKENZIE sco RIM=ss8.a8' ,y ' I ;� / / � ' HILLS, RECORDED IN RECEPTION NO. F072 5019 LANE COUNTY OREGON PLAT I14 ' w/ / �! / //� J I C - DECIDUOUS TREE (DTR) RECORDS. (PLOTTED) . / . _ _•$s8 JCI. yfco I,/II \ 7. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED THE OREGON STATE HIGHWAY COMMISSION AND THE CIN OF SPRINGFIELD, FOR SLOPE EASEMENT AND FOR STORM DRAINS RECORDED JULY 18, 1966, RECEPTION O m 3 �Z /lj I \\ ,�+1rryy+' NO. 1966-054410. LANE COUNTY OREGON DEED RECORDS. 3 , c60 1 Ol ��. J / / / I �� I �„/� 1 1 \ \\\ EVERGREEN TREE (ETR) (PLOTTED WITHIN PLAT EASEMENT) R •. I / / J u 1 �\*eo.s�� S. DEED OF TRUST, INCLUDING THE TERMS AND PROVISIONS THEREOF, EXECUTED •� BY SCHAFNER PROPERTIES LLC, GRANTOR, TO CASCADE TITLE COMPANY, Il N$6 p 3 / I / I EXAMPLE TRUSTEE, FOR THE BENEFIT OF OREGON PACIFIC BANK, BENEFICIARY, DATED kl lljl ki I 1 y�j AUGUST 18, 2016, RECORDED AUGUST 25, 2016, RECEPTION NO. 2016-041430, -565 I 12" DTR 5 LANE COUNTY DEEDS AND RECORDS, TO SECURE PAYMENT OF A NOTE FOR y. II IIII I� / ELEC. VAULT $133,019.87. / ELEC. TRANSFORMER I / / / DIAMETER NO. OF TREES 561 I / 1 / h TYPE FROM ONE BASE BOUNDARY NARRATIVE: J / / I THE CENTERLINE OF SOUTH 72ND STREET WAS RE-ESTABLISHED ASA LINE FROM A POINT 30 FEET EAST OF MONUMENT NUMBER [106] TO A POINT 30 FEET EAST OF / U / v\.ci I MONUMENT NUMBER [102]. / VY Jy6y RESULTING LTCLINE WAS OFFSET 30 FEET EAST EOR THE WEST LINE OF THE SUB ECT 110 / 4 Y / / I NOTE: THE SOUTH LINE OF THE SUBJECT TRACT WAS ESTABLISHED AS A LINE FROM A POINT 95.00 FEET NORTH OF MONUMENT NUMBER [101] TO A POINT 120 FEET MMUNICATION -566 J I NOT ALL ITEMS IN THE LEGEND NORTH OF MONUMENT NUMBER [111]. PER THE PLAT OF" McKenzie HILLS, LANE N ., O / ^1'- \ \♦\// 5 (�T _567 I I F ARE SHOWN ON THE SURVEY. COUNTY PLAT RECORDS. 4 .a, . ' .. .. I T HEDGE THE EAST LINE OF THE SUBJECT TRACT WAS ESTABLISHED AS LINE FROM rn 1 1 - - ' J / \1 MONUMENT NUMBER [110] TO A POINT 164.98 FEET EAST OF MONUMENT NUMBER 2" PJC .' d / / 5661A. f/[100] PER SAID McKenzie HILLS. f -569 O� 1� \� THE CENTERLIN E OF McKenzie HIGHWAY (STATE HIGHWAY126) WAS DMH 2RIM=569.50' �� N I /7�y6 ♦ ` E -ESTABLISHED BY HOLDING THE CENTERLINE GEOMETRY FROM STATE HIGHWAY ] � I �- -570 � Sj I rn MAP NUMBER 8B-35-10 AND BY POSITIONING THE CENTERLINE FROM A POINT IE(N)24" CONC=563.16' / / i -3. FENCE AND WA IES24" CONC=563.46' J - - - - - I \ OJ 40.00 FEET SOUTHERLY OF MONUMENT NUMBER [109] TOA POINT 50.00 FEET () \ / / SRS=R Tom- \ NORTHERLY OF A POINT AT THE PLAT DISTANCE OF 281.96 FEET ALONG THE IE(W)12"PVC=563.56: c .�..:/ I / -_ �ROSE9TYJSNE I 56g, 7"4� C 571 / -573 _ - - - - - - , \ J EASTERLY LINE OF THE SUBJECT TRACT PER SAID McKenzie HILLS. MONUMENT aLr / `\ y NUMBER [106] AND [107] FIT THE CENTERLINE PER THE PLAT OF RIVERGATE, LANE E=C. yffULT// 576 575- %Jr\� \� I F COUNTY PLAT RECORDS. A STATION 356+53.27 WAS HELD AT A POINT 66.10 FEET EASTERLY OF THE THE EASTERLY RIGHT OF WAY LINE OF SW TH 72ND STREET PER COMM. BOX % I O -578- I \ SAID McKenzie HILLS • I -577- SCO RIM=570.86' � T/ �� � o ) /7 /// THAT RESULTING LINE WAS OFFSET SOUTHERLY 50.00 FEET FOR THE NORTHERLY ss' S� 1� - - _ _ _ 577 F CERTIFICATION FOR SURVEYS: PONE OF THE suelEcr TRACT. 1. THIS 3 < -. I '�. I • O SURVEY WAS MADE O3RD, 2021. THIS SURVEY CORRECTLY SHOWS THE A N66°05'59"W 250 67' b' HEDGE THE LOCATION AND TYPE OF ALL IMPROVEMENTS SITUATED D ONTHE SUBJECT PROPERTY. OF THE SUBJECT PROPERTY , u 5 l 'k _�l 2. OBSERVABLE, ABOVE GROUND ENCROACHMENTS BY THE IMPROVEMENTS ON THE SUBJECT PROPERTY UPON ADJOINING PROPERTIES, STREETS OR 575 ALLEYS, OR BY THE IMPROVEMENTS ON ADJOINING PROPERTIES, STREETS OR ALLEYS UPON THE SUBJECT PROPERTY ARE NOTED HEREON. 3' WOOD b' WOOD DECK 1111\\ COMM. RISER 3. THE LOCATION OF EACH EASEMENT, RIGHT OF WAY, SERVITUDE, AND OTHER MATTER AFFECTING THE SUBJECT PROPERTY AND LISTED IN 2. FENCE AND DECK SWING SET 2" KEYSTONE CASCADE TITLE COMPANY OF OREGON PRELIMINARY REPORT ORDER NUMBER 0324663, DATED JANUARY 13, 2021 RECORDING REFERENCES, TO THE - 8 AC CROSSES THEPAVERS EXTENT THAT SUCH MATTERS CAN BE LOCATED. THE PROPERTY SHOWN ON THE SURVEY IS THE PROPERTY DESCRIBED IN THAT TITLE REPORT. 4' HEDGE PROPERTY LINE 4. THE SUBJECT PROPERTY HAS ACCESS TO AND FROM DULY DEDICATED AND ACCEPTED PUBLIC STREETS. AND IS AT THE INTERSECTION OF SOUTH 72ND STREET AND McKenzie HIGHWAY. 1. FENCE CROSSES THE PROPERTY LINE 5. THE MEASURED BEARINGS AND DISTANCES SHOWN HEREON FORMS A MATHEMATICALLY CLOSED FIGURE WITH A hIINIMUM LATITUDE AND DEPARTURE CLOSURE ERROR OF 1 IN 50,000. 1702353400200 1702353400100 BARROWS CHRISTINA M 6. THE SUBJECT PROPERTY LIES WITHIN FEMA ZONE'X' WHICH IS DETERMINED TO BE OUTSIDE OF THE 500 YEAR FLOODPLAIN. PER MAP FIRM DIWN KAREN 193 S 72ND ST NUMBER 41039CI167 F EFFECTIVE ]UNE 2, 1999. 185 & 187 S 72ND ST �\4 10 SPRINGFIELD OR, 97478 7. THERE WAS NO ZONING REPORT PROVIDED BY THE CLIENT. SPRINGFIELD OR, 97478 .JaG��\ 4 STH 9. SURVEYOR HAS NO KNOWLEDGE OF ANY PROPOSED RIGHT OF WAY CHANGES. 10. NO EVIDENCE OF WEILAND DELINEATION WAS LOCATED DURING THE Yom' PANY, CASCADE TITLE COMPANY OF OREGON; DG REMIL, LLC; O IHEREBY CERTIFY TO DOLLAR GENERAL CORPORATION; I 5 EDEKER COMPANIES, LLC, AN ALAED BAMA LIMITED LIABILITY COMPANY AND SCHAFFNER PROPERTIES LLC. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM QF)APHC SCALE STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES 10 0 10 10 ,o as ITEMS 2-5, 6(a), 7(a), 8, 9, 11, 14, I6, 17, I8, 20, AND 21(a)(b)(c) OF TABLE W THEREOF. THE FIELDWORK WAS COMPLETED ON MARCH 3, 2021. CES IN W MAKES NO WARRANTIES AS TO MATTER OF UNWRITTEN TITLE SUCH AS ACQUIESCENCE, ESTOPPEL, ADVERSE POSSESSION, ETC. N FEET ) 1 Yqh - 20 f9W PAULA. KAHN ROESSIONAL LAND SURVEYOR REGISTRATION NO.(OR) 58964 H �p U z N Q F a U 0 w v H' F ZF a Z 5 a a v m W 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT A WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 amail: WadeDwoodcreStrey.Com PROJECT �O aLL H Z W co W o Z O 04 r - Lu w W Co Or 0 0 Q U Cf) Of Lu Lu Z LL Q O Z O O K 0 0 - Lu 0 a J Lu CO CL O Of <©Q Q REVISIONS xo. OEmwvnax 0nn: c UI g E c Z° m rc `u • O'm W , o m W mho N Z ?tea V -ri d Z �$'o a` 0` LV � n (� n 0 y� no m in a "e SHEET TITLE 3 EXISTING CONDITIONS e_ 07-16-21 s AS NOTED g aurae IMB zi 20316 �..a NWS ��C0.2 20316 SSS — s ss s I —ST �sT�/54� =553= -=_ —Sh ST—ST—ST a d... ° i �2 j c-'� / �, 1 1 —0 G 55 — — � �-- — 554�� L 557- I � ! \ �m 3 1 I s G�5 / 1702353104900 SCHAFFNER PROPER�ES, LLC SPRINGFIELD OR7478 CONTAiN.11.4 A/CRES MORE Ot SS / / I / le / I I/ / / I 3 -�660 1702350004100 4901 VINELAND RD STE 300 SPRINGFIELD OR, 97476 INA ��71�111j\z\r�� / I —565 �2///// 1 / -� optbllllll�_ — — _ — — -56-7—— —I T%— — — — — ,�— — — — — — � — — 569 — ✓ \ . SMET NOTES 1. SEE SHEET COA FOR GENERAL SHEET NOTES. -- 2. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 3. REMOVE ALL SITE COMPONENTS AND RECYCLE _ COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. i 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM • DAMAGE ALL EXISTING RIGHT–OF–WAY SURVEY \ MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. 10. PROTECT ALL EXISTING UTILITY STRUCTURES AND UNDERGROUND MAINS TO REMAIN. 11. PROTECT ALL EXISTING VEGETATION TO REMAIN. 0 PROTECTioN NOTES 1 PROTECT EXISTING TREE 2 NOT USED 3 PROTECT EXISTING UTILITY OX DEMou-nON NOTES 1 REMOVE EXISTING TREE 2 REMOVE EXISTING ELECTRIC UTILITY STRUCTURE. COORDINATE RELOCATION WITH SPRINGFIELD UTILITY BOARD. 3 REMOVE EXISTING COMMUNICATIONS STRUCTURE. COORDINATE RELOCATION WITH UTILITY PROVIDER. GRAPHIC SCALE 20 0 10 2a w B° (NFEET ) 1 hioh - 20 f*O 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 email: wade0woodcre9trev.com II PROJECT 1 Da0 LU it z W a_ W o J W w W C) �R U V LU LU 0 U LU 0 J o <© Q 1 -- co Tn co or-- z N I_ Tn o d� � o z LU LL Z o a U Tn LU REVISIONS rvc. oewunia onre w W W W, z Q' W Lu z z W SHEET TITLE DEMOLITION PLAN 07-16-21 AS NOT®ims S 20316 R aNWS "bC0.3 20376