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HomeMy WebLinkAboutSurvey 20339Deschutes County Official Records 2020-56076 Nancy Blankenship, County Clerk vT�S C 013257512020005607604100110122/2020 10:30 AM D-PLAT Cnt=1 Stn=7 PG DECLARATION $70.04 $11.00 $61.04 $10.00 $6.00 $158.00 KNOW ALL PERSONS BY THESE PRESENTS THAT PAHLISCH HOMES AT LUDERMAN CROSSING LLC, AN OREGON LIMITED LIABILITY COMPANY, IS THE OWNER OF THE LAND SHOWN ON THIS PLAT AND AS PARTICULARLY DESCRIBED IN -THE ACCOMPANYING SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE SURVEYED, AND PLATTED INTO LOTS, ROADS AND" EASEMENTS AS SHOWN ON SAID MAP IN ACCORDANCE WITH THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92; AND DOES HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE STREET RIGHT-OF-WAY OF SE IRON HORSE LANE, SE DEPOT LOOP, SE QUILL PLACE, AND SE 15TH STREET AS SHOWN HEREON; AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) SHOWN HEREON, AS EASEMENT AREAS FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCE. UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT AND ALL OTHER RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR DESIRABLE IN PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE REMOVAL OF ANY OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE. THE U11UTY MAY REQUIRE THE LOT OWNER TO REMOVE ALL OBSTRUCTIONS AT THE OWNER'S EXPENSE, OR THE UTILITY MAY REMOVE SUCH OBSTRUCTIONS AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH FACILITIES IN THE PUE; AND DOES HEREBY GRANT ALL EASEMENTS AS SHOWN OR NOTED HEREON: AND FURTHER GRANTS TO THE BENEFIT OF LOTS 26-33, LOTS 49-52, LOTS 53-57, AND LOTS 74-79, THE PRIVATE STORM DRAIN EASEMENTS (PSDE) AS SHOWN HEREON, SAID EASEMENT AREAS ARE TO BE MAINTAINED BY THE LUDERMAN CROSSING OWNERS ASSOCIATION; AND FURTHER. GRANTS THE WATERLINE EASEMENTS TO AMON WATER COMPANY INC. AS SHOWN HEREON; AND FURTHER GRANTS TO THE BENEFIT OF LOTS 84-118 ' AND TRACT 'E', THE PRIVATE ACCESS, PRIVATE DRAINAGE, AND PRIVATE UTILITY EASEMENT AS SHOWN HEREON; AND FURTHER GRANTS TO THE BENEFIT OF LOTS 88-90, 93-95, 97-98, 99-101, 104-106, 108-110, AND 111-112, THE PRIVATE U11UTY EASEMENTS (PRUE) AS SHOWN HEREON: AND FURTHER GRANTS TO THE CITY OF BEND, THE SANITARY SEWER EASEMENTS OVER LOT 88, LOTS 89-111, AND LOTS 114-118 AS SHOWN HEREON; AND FURTHER GRANTS TO THE CITY OF BEND, THE STORMWATER FACILITY EASEMENT OVER THE ENTIRETY OF TRACT 'D' AS SHOWN HEREON; SAID TRACT 'D' IS TO MAINTAINED BY THE LUDERMAN CROSSING OWNERS ASSOCIATION. AND FURTHER GRANTS TO THE BENEFIT OF ADJOINING LOTS AND/OR TRACTS, THE 2.50 FOOT WIDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENTS (PSDE) AS SHOWN HEREON; AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "LUDERMAN CROSSING, PHASE 2", HENCEFORTH TO BE SO KNOWN. BY: PAHLISCH HOMES AT LUDERMAN CROSSING LLC, AN OREGON LIMITED LIABILITY COMPANY BY: jb�VCl1 DANIEL PAHLISCH PRESIDENT OF PAHLISCH HOMES INC., ITS MANAGER ACKNOWLEDGMENT STATE OF o��, COUNTY OF DESCHUTES SS ) ON THIS 134"' DAY OF CC,& , 20 A BEFORE ME PERSONALLY APPEARED DANIEL PAHLISCH, PRESIDENT OF PAHLISCH HOMES, INC., MANAGER OF PAHLISCH HOMES AT LUDERMAN CROSSING LLC, AN OREGON LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE VOLUNTARY ACT AND DEED OF PAHLISCH HOMES AT LUDERMAN CROSSING LLC. _­% a A . ,/7 r NOTARY SIGNATUREI +' PRINTED NAME: nrd 1 NOTARY PUBLIC - OREG COMMISSION NO. MY COMMISSION EXPIRES ZPZ- ASSESSOR'S CERTIFICATE I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES, AS REQUIRED BY ORS 92.095 TO BE PLACED ON THE 2020-2021 TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL BECOME A LIEN DURING THIS TAX YEAR, HAVE BEEN PAID 0 ME, 4 DESCHUTES COUNTY ASSESSOR: 10, =0 DA I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE DESCHUTES COUNTY TAX COLLECTOR: 1 � MA/& AI" LOOT DATE LUDERMAN CROSSING, PHASE 2 A REPEAT OF TRACT 'B' OF "LUDERMAN CROSSING, PHASE 1 LOCATED IN THE NORTHEAST' 1/4 OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON JUNE9 2020 PZ-19-0143 AND PZ-19-0163 APPROVALS, THE PLAT OF "LUDERMAN CROSSING, PHASE 2", HAS BEEN APPROVED BY: . 0000 DESCHUTES COUNTY COMMISSIONER: DATE DESCHUTES COUNTY SURVEYOR: ,�6pd�►Y ���-��.e'ZO ATE CITY OF BEND PLANNING DIRECTOR: /40 • If • ZO DATE CITY OF BEND ENGINEER: _ lO•I `Z�� DATE SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC. CONSENT AFFIDAVIT A SUBDIVISION PLAT CONSENT AFFIDAVIT BY COLUMBIA STATE BANK, A TRUST DEED BENEFICIARY PER INSTRUMENT NUMBER 2019-37678, HAS BEEN RECORDED ONO Gt0lper as . 20 d0 AS INSTRUMENT NUMBER aOaO- 15I071 . DESCHUTES COUNTY OFFICIAL RECORDS. SURVEYORS CERTIFICATE 1, JACOB D. POWELL, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, THE LANDS SHOWN ON THIS PLAT OF "LUDERMAN CROSSING, PHASE 2", TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN THE STATE OF OREGON, SITUATED IN THE NORTHEAST ONE -QUARTER OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, AND THAT A 5/84�-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR." EXISTS AT THE INITIAL POINT, BEING THE SOUTHWEST CORNER OF LOT 25 OF "LUDERMAN CROSSING, PHASE 1", AND THE SUBJECT PROPERTY IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: TRACT 'B' OF "LUDERMAN CROSSING, PHASE 1", DESCHUTES COUNTY, OREGON. CONTAINS 12.32 ACRES, MORE OR LESS fc,'&lf'of e /a A5 JACOB D. POWELL REGISTERED PROFESSIONAL LAND SURVEYOR N0. 90744 POST- MONUM EN TATI ON I, JACOB D. POWELL, DO HEREBY CER11FY THAT IN ACCORDANCE WITH O.R.S. 92.070(2), POST MONUMENTATION OF THE REMAINING INTERIOR CORNERS WILL BE COMPLETE WITHIN 180 DAYS OF THE COMPLETION OF STREET AND UTILITY IMPROVEMENTS ASSOCIATED WITH THIS PLAT. Iv/13�Lozv JACOB D. POWELL, PLS 90744 INTERIOR AND CENTERLINE MONUMENTS SET / - -7 - 2 0 2 / PER AFFIDAVIT OF .POST-MONUMENTATION RECORDED / -2a -ZO2/ INSTRUMENT NO. 2a Z / - 03 S 6 6 OF DESCHUTES COUNTY RECORDS. <-2/-202.1 D CHUTES COUNTY SURVEYOR DATE DESCHUTES COUNTY SURVEYOR FILED 1 o 23 Lozo By: SHEET 1 OF 71 PREPARED FOR PAHLISCH HOMES, INC. 210 SW WILSON AVE, SUITE 100 BEND, OR 97702 SHEET INDEX SHEET 1 DECLARATION, ACKNOWLEDGMENT, ASSESSOR'S CERTIFICATE, APPROVALS, CONSENT, SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE, PLAT NOTES, POST MONUMENT NOTE SHEET 2 PLAT BOUNDARY SHEET 3 LOTS 26-39, 58-6-3, AND PORTIONS OF TRACT 'C' SHEET 4 LOTS 40-52, 64-65, TRACT 'D', AND PORTIONS OF TRACT 'C' SHEET 5 LOTS 53-57, 66-73, 103-114 SHEET 6 LOTS 74--78, 91-102, 115-117 SHEET 7 LOTS 79--90, 118, AND TRACT 'E' PLAT NOTES t. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PZ 19-0143 AND PZ-19-0163. 2. THIS PLAT GRANTS A STORMWATER FACILITY EASEMENT OVER THE ENTIRETY OF TRACT D, TO BENEFIT THE CITY OF BEND FOR THE PURPOSE OF CONSTRUCTION, OPERATION, AND MAINTENANCE OF A STORMWATER FACILITY. SAID TRACT D TO BE MAINTAINED BY THE LUDERMAN CROSSING OWNERS ASSOCIATION. 3. THIS PLAT GRANTS A 10.00' WIDE PRIVATE STORM DRAIN EASEMENT (PSDE), TO BENEFIT LOTS 26-33, LOTS 49-521 LOTS 53-57, AND LOTS 74-79. SAID EASEMENT TO BE MAINTAINED BY THE LUDERMAN CROSSING OWNERS ASSOCIATION. 4. THERE ARE NO WATER RIGHTS APPURTENANT TO THIS LAND. WATER RIGHTS AND/OR INTEREST' TO ANY, WERE QUITCLAIMED TO ARNOLD IRRIGATION DISTRICT INSTRUMENT NUMBER 2019-50110 AND PER INSTRUMENT. NUMBER 2020-04797, DESCHUTES COUNTY OFFICIAL RECORDS. 5. THIS PLAT IS SUBJECT TO THE DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR LUDERMAN CROSSING, RECORDED JUNE 2, 2020 AS INSTRUMENT NUMBER 2020-25351, DESCHUTES COUNTY OFFICIAL RECORDS. 6. THE TEMPORARY EASEMENTS AS NOTED IN PLAT NOTES 5-9 ON THE PLAT OF "LUDERMAN CROSSING, PHASE 1" ARE EXTINGUISHED PER THIS REPLAT. 7. THE TEMPORARY EASEMENT AS NOTED IN PLAT NOTE 10 ON THE PLAT OF "LUDERMAN CROSSING, PHASE 1" WAS RELEASED BY STATUTORY QUITCLAIM DEED, INSTRUMENT NUMBER 2020-41327, RECORDED AUGUST 18, 2020, DESCHUTES COUNTY OFFICIAL RECORDS. SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY IS TO REPLAT TRACT 'B' OF "LUDERMAN CROSSING, PHASE 1", RECORDED AS INSTRUMENT NO. 2020-16956, DESCHUTES COUNTY OFFICIAL RECORDS, AND T4 SUBDIVIDE THE LAND SHOWN HEREON INTO LOTS, TRACTS, ROADS, AND EASEMENTS. THE OUTER BOUNDARY AND THE BASIS OF BEARINGS FOR THIS PLAT WAS ESTABUSHED PER SAID "LUDERMAN CROSSING, PHASE 1" AND DESCHUTES COUNTY SURVEY NUMBER 19994. BOUNDARY RESOLUTION AND MONUMENTS FROM SAID PLAT AND SAID SURVEY WERE HELD. BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL TIME GNSS NETWORK. BEARING ALONG THE NORTH LINE OF "NOTTINGHAM SQUARE" IS NORTH 89'56'06" WEST. I, JACOB D. POWELL, DO HEREBY CERTIFY THIS TO BE A TRUE AND EXACT COPY OF THE ORIGINAL MAP. -/? %O /olZz/zap JACOB D. POWELL /a /3 1 2oZv REGISTERED PROFESSIONAL LAND SURVEYOR 2 G ORE ON IIARCN B. 2018 JACOB D. POWELL OREGON MARCH a, 20� 6 JACOB D. POWELL JOB NAME: LUDERMAN AKS ENGINEERING dt FORESTRY, LLC 2777 NW LOLO DR, STE 150 JOB NUMBER: 6790 BEND, OR 97703 541.317.8429 DRAWN BY: MSK WWW•AKS-ENG.COM CHECKED BY: JDP BW ENGINEERING •SURVEYING •NATURAL RESOURCES DRAWING NO.: 6790 PH2 PLAT FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE me 0 try to 40 CS toll REFERENCES LUDERMAN. CROSSING, PHASE 2 (Rt) RECORD INFORMATION PER PLAT OF 1UDERMAN CROSSING, PHASE 1" (CS20196), BY JACOB D. POWELL, FILED APRIL 16, Zozo A REPEAT OF TRACT 'B' OF "LUDERMAN CROSSING, PHASE 1", (R2) RECORD INFORMATION PER CS 19994, BY JACOB D. POWELL, FILED AUGUST 22, 2019 LOCATED. IN THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP18 SOUTH, DESCHUTES COUNTY SURVEYOR FILED 10 23 bozo gy; Durt RANGE 12 EAST, WILLAMETTE MERIDIAN, of CITY OF BEND, DESCHUTES COUNTY, OREGON JUNE9 2020 PZ-19-0143 AND PZ-19-0163 SHEET 2 OF 7 PREPARED FOR PAHLISCH HOMES 210 SW WILSON AVE, SUITE 100 BEND, OR 97702 SCALE: 1 "= 60 FEET 60 0 12 30 60 0 SE REED MARKET ROAD S00*50'19"W 5.00' Lo Co N00'33551 25.00' t (S89'26'05"E 723.54')1,2 (S00'50'19"W 5.00')1,2 (N00'33'55"E 25.00')1,2 S89'26'05"E 723.54' S8926'05"E 251.34' 1 2 (S89'26 05"E 218.39')1,2 S,� �p��pas ( ) S8976 05 E 218.39 Vb �� n S89'26 05 E 251.34 47 TRACT + Z OPEN w Q SPACE ` o Q Z t� o� + �Q �Q +m + + 50' + RADIAL S87'46'37"W I-- t 45 44 43 42, 41 40 39 Z*1 37 36 35 34 49 57 —.� �� � 113 ��• s�, 114 115 116 117 118 50 56 112 TRACT 'E' wM W OPEN SPACE 00 M v 111 -o 51 55 W ' t N N ov J ' m 110-� 87 r 52 54 J = a=. 109 Lo d- "o N '- CO m w I� Co t o d- tM tV �- CD m 106 o 0 0 0 0 o m a, a, v, a, a, m c� o� rn co 88 + TRACT D �," W 108 86 RADIAL S85 45 32"F CITY OF BEND STORM 53 cl) 40' WATER FACILITY �107 85 SE DEPOT LOOP t - - - - - - - - - - - - - - - - - - - - - - (PUBLIC) 84 co ^� , aa N uj � t 83 .�j � %-- Q ..J N t U c0 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 82 w Om a 81 L, N89-56906' W 558.69; W 80 40 Lu N o o CD + (N89-56'06"W 558.69')1 N00103'54"E 30 + i o - w < ;00' (NOO'03 54"E 30.00 )1 o , N89 56 06W 118.48 50' 63 62 61 60 59 58 21 20 19 18 z + TRACT 17 16 NG� 15 14 13 o J (N89'56 06" W 118.48 )1 + 12 fir, M o A CRpSSI o o )PNw z t „LUOER O V) N89'56'06"W 2.42' (N89'56'06"w 2.42')1 _ _ _ _ SE IRON HORSE LANE w Q O� �. Q 3 I, JACOB D. POWELL, DO HEREBY L n CERTIFY THIS TO BE A TRUE AND o EXACT COPY OF THE ORIGINAL MAP. 33 32 31 30 29 28 27 26 o v 2s 24 ,,� �' to JACOB D POWELL N89'56'06" W 459.51' COMMON AREA COMMON (N89'56'06"W 459.51')1 INITIAL POINT AREA BASIS OF BEARINGS -ROCS NO TTINGHAM SQUARE SW CORNER Low CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD C1 2915.81' 11#53'18" 605.00' N08'10'02"W 603.92' C2 2079.24' 6'32'09" 237.18' S00'58'24"W 237.05' /13 12c 7-o REGISTERED PROFESSIONAL LAND SURVEYOR F�JACOB REGON CH S. 2016 D. POWELL 0744PLS RENEWS-.12 31 20 LEGEND ❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER (R2); HELD UNLESS NOTED OTHERWISE 0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER (R1); HELD UNLESS NOTED OTHERWISE W/YPC WITH A YELLOW PLASTIC CAP CS 20339 Tw"' / 0 a zo. I HnFpkAAKj CROSSING, PHASE 2 A REPEAT OF TRACT '6' OF "LUDERMAN CROSSING, ".,PHASE 1", LOCATED IN THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND. DESCHUTES COUNTY. OREGON CONTINUED ON JUNE, 2020 SHE 4 ET I ; PZ-19-0143 AND PZ-19-0163 i { 40ul co . 64 65 66 67 68 69 70 14.00 PAE -"� 1 f N82'52 25 E 110 pUE 8,00 , 0 `� ztn 6 I I I I ' a ' I N89 56 06 W 270.39 1 I I I t t x I I t i-- f w Qom.. ' U _ 39 � ,�,� _ `� 1 N � "� ^o �! o I I r l I I� � I 33.50 9'5fi 06p ' 50.39 14.00 I ' I 30.00 10.50 { ' I I 33.50 I I ' I 33.50 1 a.5p ' 1 ' I I 33.50 l i o o �? N i 3,52a SF t-_ N o (,� z avm 64.39' I I 40.50' I { I I 40.50' I I I 7.00I 44.00' I I I I! 40.50' I I I I 40.50' IF I ' 7.0o 558. 9 C4 M , _ _ __'S2'25"E 110.00----�~ _1__ ___- - 1 a J7.00 M O W soft { 1 I I I I ' { 2.50 PSDE At X I I 1 f I I I I I I I Isop= ! ---- .--_ - �_------ 1 o .im ..+ i i 2.50' - -4 t I TRUAL) i i j I 3Q tVJ i N i r7 1 O I I I 1 I I 1 I 1 I I I 1 ' C 3,520 SF avow I I _6 1 1 I o I I _6 I o I I I lc:) I 21w r ( c " 110.p0 Na2`52 25 E , N l 63 o l 62 o l 61 a t = 60 co = t 59 o I Q v r- �. MA o , 30 6,176 SF 4,455 SF 4,455 SF 4,840 SF 4,455 SF 3 � 4,455 SF 3 SANG Poo 1 o I 37 o 1 N 30' i I o ! 1 i a 1 i Mo I a I to a Lo Z i o 3,520 SF i M 1 i I o cn i ! Co i v) ! o i cn t o cn i I g i cn t Q O I I o ci 110.00 I I I I I I I I I I I I I I I I I I I Lu I t I t O cn N82.52'257E N ►� I I I t t I I 1 I I I I I l I I I o f I 250 -�-a I .f co o f I I f I 'C' TRACT o 1 C-18I-=1.74' , I �\\�� I C .35, I I I 1 i t I i I I t I I 1 I t t 1 I ao { I I I I I I I 1 I 27,911 SF 4, C17 / � �---------I `9 1 -�------------I- I , I -------------� 1 I �--------------�- I , I ---------- I -� I �-- '- O I � I r:- JI I , U i r � I 1 I o I r i Lo t , , I t Q z J ul � Z= �. �-- Ell I Lo �! O a I O M ClLu 0 t P, m z { 1 I z t I I � v f , I t � j to I�.•-- 14.00' PAE i Q o t f Z ' 28.62'k ff L=4.87' 00 4. 8.83' 65.00' COMMON AREA SCALE: 1 "= 30 FEET 30 0 6 15 30 N82'S2'25"E 115.5 5,71 24.06 I I 40.50 I I 40.50 I I 44.00 I I 40.50 I I 38.08 N u �\ 227.64' 36 4,432 SF u� ` M N89'56'06"W 227.64' o�'- - -E-- - - - - - - - - - - - - - Njp 2 so. ool 35 5,491 SF le c, bc 34 8,099 SF .�"' 33 5,423 SF „h 4 00 C12 L=27.3Z C11 L=3.68'- / 1 1 / Zo i / co 32 '! .N 3,900 SF l / 19.00' / / IT 49.69' COMMON AREA Co SE IRON HORSE LANE to (PUBLIC) 232.46' 0 0 ro 6 0 ci 28.26' i i 42.20' i i 40.50' i i 40.50' i i 40.50' i i 40.50' i 1 C10 L=3.77' r I I 1 1 r-------------�- t t{ I t 1 I f------------ I I i I t I T------------f I I I I I ! -----------` T I I I I t t r------------Y I I I I t 11 l I ! t 1 I ! I I I! 1 I � I l 1 t C.L 1 I 1 f i { I I I I t 1 11 1 l 0 l i I 1 I I I l 1 t 1 I I 00 I I ! I n I O O I I O o I I O O I 10 O I I O ! O 1 i C" 31 CD 0 1 30 O I 29 O I 28 o I 27 c; 1 26 0 7b 3,200 SF I =''' 4,220 SF I = ' 4,050 SF I =' 4,050 SF 1 =' 4,050 SF 4,050 SF o o f 00 i n o I' i o j i n �' I i n o I { o o i 2.50 Z 1 o z I I I O Z I I O z I I I o z W M � w I O I I I I 1 I I I I I I 1 a co U_j I 1 I I 1 i 1 t 1 I I 1 I 1 I I l I t 1 o M(n C) t- I I'w- 2.5a , I 2.50 PSDE f 1 I I I f I I I I I I I I I I I f I I f I (TYPICAL) I I 32.00' ! I ! I 42.20' ! I ! I 40.50' ! I ! I 40.50' ! t ! 1 40.50' ! 1 I ! 40.50' ! N89*56'06"W 459.51' DESCHUTES COUNTY SURVEYOR FILED /0 2.3 z02.0 Ely.* D" I - - __ - - _LJAV.11 AREoo0o N SQU" I, JACOB D. POWELL, DO HEREBY CERTIFY THIS TO BE A TRUE AND EXACT COPY OF THE ORIGINAL MAP. JACOB D. POWELL REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 8, 2016 JACOB D. POWELL 90744PLS RENEWS: 12 31 0 COMMON AREA 0 Cl co CO to M O cn N89*56'06"w 2.42' 25 " .RMAs COOSSIN 1" QopSE INITIAL POINT SHEET 3 OF 711 PREPARED FOR PAHLJSCH HOMES 210 SW WILSON AVE, SUITE 100 BEND, OR 97702 r:T �aa�►�irrf[1-pi �: INSTR.. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS W/YPC NTH A YELLOW PLASTIC CAP CS DESCHUTES COUNTY SURVEY NUMBER PUE PUBLIC UTILITY EASEMENT SF SQUARE FEET PSDE PRIVATE STORM DRAINAGE EASEMENT TO BENEFIT ADJOIING LOTS, UNLESS NOTED OTHERWISE PAE PUBLIC PEDESTRIAN ACCESS EASEMENT LEGEND • SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR." PER POST-MONUMENTATION (SEE SHEET 1) ■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS ENGR." PER POST-MONUMENTATION NOTE (SEE SHEET 1) O FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER (R2); HELD :UNLESS NOTED OTHERWISE 0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER (R1); HELD UNLESS NOTED OTHERWISE O FOUND 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS ENGR."; PER (R1); HELD UNLESS NOTED OTHERWISE CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD Cl 2915.81' 11'53'18" 605.00' N0810'02"W 603.92' C5 60.00' 82'48'31" 86.72' S48'31'50"E 79.36' C10 25.00' 8'37'50" 3.77' N85'4459"E 3.76' C11 25.00' 8'25'58" 3.68' N7713'05"E 3.68' C12 60.00' 26'05'22" 27.32' N86'02'47"E 27.09' Cl 3 60.00' 23'52'32" 25.00' S68'58'1 VIE 24.82' C14 60.00' 23`52'26" 25.00' S45005'47"E 24.82' C15 60.00' 23'52'25" 25.00' S2113'21 "E 24.82' C16 60.00' 1914'42" 20.15' S00'20'12"W 20.06' C17 25.00' 13'05'40" 5.71' ' S03`24'43"W 5.70' C18 25.00' 3059'28" 1.74' S05'07'51 "E 1.74' C19 30.00' 82'48'31 43.36' S48'31'50"E 39.68' C50 .93.00' 3'00'00" 4.87' NO3'3735"W 4.87' 100, 44 20339 LUDERMAN CROSSING, PHASE 2 A REPEAT OF TRACT I B I OF "LUDERMAN CROSSING, PHASE 1", LOCATED IN THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON JUNEs 2020 PZ-19-0143 AND PZ-19-0163 SE REED MARKET ROAD rMRLECD HUTES COUNTY SURVEYOR /0 *13 202o BY: DwV gZofA SCALE: 1 "= 30 FEET 30 0 6 15 30 SHEET 4 OF 7 PREPARED FOR, PAHLISCH HOMES 210 SW WILSON AVE, SUITE 100 BEND, OR 97702 S89026'05" E 723.54' LEGEND ABBREMA11ONS W " • SET 5/8" IRON ROD W/YPC INSCRIBED iNSTR. N0. INSTRUMENT NUMBER PER DESCHUTELo S M O 114.28 i } i "AKS ENGR." PER POST-MONUMENTATION COUNTY OFFICIAL RECORDS ;r? L6 i i (SEE SHEET 1) W/YPC WITH A YELLOW PLASTIC CAP S8976'05"E 251.34' C> N 49 i o ■ SET 5/8 IRON ROD WITH AN ALUMINUM CS DESCHUTES COUNTY SURVEY NUMBER Z I N I 57 CAP INSCRIBED AKS ENGR. PER 50.26' 155.60 ' 45.48' 6,062 SF I �r i POST-MONUMENTATiON SEE SHEET 1 PUE PUBLIC UTILITY EASEMENT 9.41' � 10.00' PSDE TO BENEFIT LOTS 49-52-"i " ( ) ROW RIGHT-OF-WAY N 120.00 AWE " 1 ' p FOUND 5/8" IRON ROD W/YPC INSCRIBED SF SQUARE FEET i 48 0. _ S89'56 06 E 114.37 r r AKS ENGR. ; PER (R2); HELD UNLESS PSDE PRIVATE STORM DRAINAGE EASEMENT n '` M 5,828 SF N z Cz ` i�,,` I TNOTED OTHERWISE TO BENEFIT ADJOINING LOTS, UNLESS ' I i 32 6 C_35. j3' N40'29'S8"E 10.00 PSDE TO BENEFIT LOTS 53-57 i-�- " ! � ��1. I I 0 FOUND 5/8 IRON ROD W/YPC INSCRIBED NOTED OTHERWISE S85 32 40 G C?> ��` 18.88 50 j a i "AKS ENGR."; PER (R1); HELD UNLESS PAE PUBLIC PEDESTRIAN ACCESS EASEMENT " '�' �h N I 56 NOTED OTHERWISE a� 31:0O E 120.14 !�\ c; 3,786 SF I ►�, i AWE WATER LiNE EASEMENT TO BENEFIT i t Ln / ?so jj I I O FOUND 5/8" IRON ROD WITH AN ALUMINUM AMON WATER COMPANY INC. M , o�: o.��_____L __S89'S6'06"E 109.21'------------1.0 __�______ CAP INSCRIBED "AKS ENGR."; PER (R1); PADUE PRIVATE ACCESS, PRIVATE DRAINAGE, i co o / ,,,o _________�__ __ �______ HELD UNLESS NOTED OTHERWISE AND PRIVATE UTILITY EASEMENT 47 -- ---- ---------------- 1 4,292 SF v i ► i SSE SANITARY SEWER EASEMENT TO CITY z ii n q�p0 i � 51 o ° OF BEND N Rig + N 3,619 SF r tr; I 55 i C52----t-- t 14.00' PAE i L=8.44' }-NS2'S2'25"E 108•53 `- __ _ I �Q N ` ' M U {Lo i i ---'- _-- ------- __- - 8.00 PUE--"t i I S89'56'06"E 101.75' f o ` ! ll o � tin Z 9 3,324 SF C-1 ) " 102.45' 25 E, �; i 2 I o I I I 54 t N82'5Z t o, i 3,773 SF u cU c6 GN C30 L=8.39' i I 45 �` ��`� 1.86' S89 56 O6 E 113.74 I _ _ 4 _ _ _ _ _ _. > 95 � �; �? C21 L=4.74 _ _�- i I �? `' N '25"E V N82�2 9 TRACT o t -C20 L=6.29 ! , I 30' ° CITY OF BEND STORM ! 53 30' WATER FACILITY + 44 00' PUE 5,045 SF I t Z b 3,833 SF 8• I c Lq ! N N I ' + 108.00' I � ` �� N82'52'25"E 116.59 t x ; i 208.00' 50' N SE DEPOT LOOP o 43 ; � M /PUBLIC o �" ` 3,625 SF y Lv f, i 1 S89*56'06"E 264.45' Z W N82.5f 25"E 110•00 t o - - - - - - - - - _ TRACT o ,, Cl o `f' > >C51 `�' i M V C i !� L=17.70' 5"E 110.00 i 27,911 SF N82'52 2 i I ! ► 454.65 AL ! t I i I 42 i 63.01' i i 44.00' ! cv I _------- t o 3,520 SF i I i I I PAE I 1 O I i , I ! I I c-i ' r r 2.50 -"' I N82'52,25"E 110.00' o I I I I o I I I I Lu I I I I �_� 41 ',N � 7 31 1 M t Z j I o 0 3,520 SF y 06 g,`s'� in 1icli i tCif Z ,Q 0QpJ O Q icN7� C3 64 IIiI,IIo .65 ►o` IiI j!I - 66 »E110.00 '� N82'52*25 _ Z 5,670 SF 4,400 SF d_0 CD -to N cst- N N 3+40 `42.50' PSDE iN,^ 2.50' ,$ 0 O (TYPICAL) 50 I I N82.52'25"E 1i i ■r� 14.00' I o 1 N j W00 I I I t i !N 50.39' i i, 44.00' ' 39 r +i t 30' Z 8.00' PUE 30' I I I I I I I I ! 63 I I fi2 I I CONTINUED ON SHEET 3 CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD Cl 2915.81' 11 *53'18" 605.00' N0810'02"W 603.92' C6 100.00' 10'31'22" 18.37' S12'23'16"E 18.34' C20 11.00' 32'44'52" 6.29' N23'30'01 "W 6.20' C21 11.00' 24'40'27" 4.74' N5212'40"W 4.70' C22 54.00' 3916'14" 37.01' N44'5447"W 36.29' C23 54.00' 34'28'47" 32.50' N08'02'16"W 32.01' C24 54.00' 31 *50'15" 30.01' N25'07'15"E 29.62' C25 54.00' 43'50'48" 41.32' N62'57'47"E 40.32' C26 54.00' 3716'40" 35.13' S76028'29"E 34.52' C27 54.00 26*31'15" 25.00' S44'3432"E 24.77' C28 54.00' 38'42'05" 36.48' S11'57'52"E 35.79' C29 54.00' 2910'38" 27.50' S21'5829"W 27.20' C30 11.00' 43'41'23" 8.39' S14043'07"W 8.19, C51 57.00' 17'4725" 17.70' N11'01'18"W 17.63' C52 43.00' 1115'00- 8.44' N14'17'31"W 8.43' C53 23.00' 5415'03" 21.78' N18.27-31 "E 20.97' I, JACOB D. POWELL, DO HEREBY CERTIFY THIS TO BE A TRUE AND EXACT COPYOFTHE ORIGINAL MAP. -/- 2L4� ( le o��- zc>zz JACOB D. POWELL is /�3 ao REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 8, 2016 JACOB D. POWELL CS 20339 1 _ /oo y I HnFPMAKI CROSSING, PHASE 2 A REPEAT OF TRACT 'B' OF "LUDERMAN CROSSING, PHASE 1", LOCATED IN THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, -OREGON JUNEt 2020 PZ-19-0143 AND PZ-19-0163 SE REED MARKET ROAD I-1•97 S8976'05" E 723.54' 100.00' 8.00' PUE-► 57 49 o 1 C-i 1 4,156 SF I I 1 1 I I S89'56'06"E 100.00' I ! 50 i I I I 56 o c) C) N i I to 3,200 SF I M M I N I I 1 ' Ak _ _ -4_ S89-56'06"E 100.00' ----I--- -- �- - -------------------------1-- I I Lo f I ! of + 51 '-CD f I S5 o + CV + 4' L I 3,500 SF i ui CO in 06 00 oS89*56'06"E 100.00' 1 10.00' PSDE TO BENEFIT LOTS 53-57 I I 52 I ! 1 1 0 o t_ , o � 54 M ; I I `-' 3,500 SF + t S89'56'06"E 100.00' ' ---�- - ------------------------1-- I 8.00' PUE -�-� I w t I Q I TRACT o I a_ 53 I LO f f ur t o I to Sri 30.00' 30.00' 4.85' - N w I d ow Z o w (V D d. N -_.04, 550 SF I 30' I 30' I I 100.00' I 208.00' Z 0 o I 0 W S89'56'06"E 264.45' - z SE DEPOT LOOP o M (PUBLIC) EDESCHUTES COUNTY SURVEYOR FlL.ED BY: � PAE I 110.00' i I , 102.00' I I ' ' -- tl 2.50' ' 34.00' PRUE TO BENEFFT 22.00' PADUE 1 LOTS 111-112 11.00' -..I 1- 2.50' PSDE-i ' I � I i i ;n (TYPICAL) 113 I r '� I+ .00' in 11 + -- 20.00 4,579 SF 1 I 114 115 I 'ram- 8.00' PUE I 7,823 SF I 3 ! ' o i = RADIAL N54'51'18"E i d- • M b I I N89456'06"W 110.00' 1 0 ' d- o 6 0 l •� o f 0 1 ' w t o o f 0 112 2,200 SF o 11 v 000- V_ N I I N89'56'06"W 110.00' I I ��„"87.49 - o + I o 16.00 N89 56 06 W 102.00 --1 ., i 13.00 N ; N 3,080 SF ' N 40.00'_ ----20.00'- _.20.00'_ 22.00' I + +--------�-- 1-�- 12.00 ' � 25.00' f--,-------N89'56'O6"W 110.00'•------ i -- -i- I o o° I 20.00'--�1 I I i --- - - - - - - - - - - - ---------1 -�---- F o I � 110 PUE I+ Q -� U- 1 N, 3,080 SF I, I `�' / I R=19.00' o I o �- 8.00 PUE 11.00 --•`� I 1 o ¢ + o 1 20.00 SSE N o U- CL_ b L` , a N " , I I O I I L_ O o N d o V) + o b I N89'56 06 W 110.00 o I 1 :Q 1 1 cn o LO o 0 0 0 o I o o + o l l o o O o o o' 22.00 N I I 1 1 0 � N M f N 109 2,200 SF N, I c1 1 �* N 3 N I N N I N89'56'06"W 110.00' + + "' + I "' Z o o O ``' O + "' + I o I I C7 ►f) w, e- Q e- Q o I PRUE TO 108 t o o f+ �' o m+ o o a a N I I BENEFIT LOTS U I C) `n coin � ? v' v' N 'c' I 108-110 2,200 SF I +,- I�-11.00, o uji I o N89'56'06"W 110.00' -�-•-i i i 0- � � CL + I Q w l 0 5.00 , -i-� I t�-15.00 o I I b IGo 1O7 3,300 SF i o L o + 0. L 0 --�-+ o ' i 22.00' PADUE5.00' 40.50' W + + M ,i�l--- _ -�-------- 7-~------------------1---�-- ------ - - - - - - - - - - - - - - - - - ------ ------ -1 T - 110.00' 140.00' 20.00' 20.00' 25.00IL ' 1 I 536.27' 6 ro - - - S89'56'06"E 254.560 0 454.65' 1, I I 44.00' I I 40.50' 1 1 44.00' 1 1 40.50' 1 1 44.00' 1 1 44.00' 1 1 44.00' I I 46.64' I! 1I ! I I 1 - - - - - I I I I -------------- I I I I I I I - - - - - - - - - - I - - - I 1 I I I 1 1 1 I I______------ I I I 30' ! I 2.50' I f t 1 I 1 1 I! I I I I w l � I I I I I I I I I I I I 1 2.50'---...1 I 1 I 1 1 I 8.00' PUE-i--+ ! I-- 2.50, PSDE 1 1 I I I I o f l f l I I 1-�- 2.50, PSDE 1 1 I I t f I I I I (TYPICAL) t I 1 f 1 1 1 I f I o I 1 ao t I 1 I I 1 1 I 1 I 1 (TYPICAL) I I I f I I W Z I o I o I o I o I o I o I Cv I o I a I p I � I I Cl � I o .-- f 1 o I � I o + a I o o I r I I �I 65 3 66 13 67 � 68 13 69 13 70 71 I 72 I 73 I o z J J I o 1 4,400 SF f � in 4,050 SF I d- O I 4,400 SF t d- I Lo 4,050 SF t LO 4,400 SF ! � f O ! SF I d- o 4,400 SF 1 d- I LO 1 4,607 SF I o I p ! P I I P I pr)4,400 r p I C I p I 0 + o I cn + I o + V) 1 o V) + t o + V) I o V) + o ! cn + I o cn + o I V) + I Z CL I I t l (! 1 !( 1 1 1 1 I 1 1 I 1 1 1 f! 1 1 I I f I I r I I I I I I 1 1 1 1 1 1 1 I 1 I 1 1 1 I 1 r I l t l f l t I l I ! 1 I I I I W t l I I I I 1 1 I I f l I I I I I (n 1 1 I 1 1 1 I 10.50' I I I f 1 ! 1 7.00 , l I I I I I I 1 I 1 I I 1 I I I I f 1 1 I I r I I! I i he.00 , I 44I �I I I I 40.50 ,1 I !- , 1 44.00 _1 1 , 1 LI'll, 40.50 -`I 1 I , 44.00 I I ,I i� I 44.00' .I I I, 44.00' ,I 1 1 + I 45.50' f 30.00' I I I I i N89.56'06"W 270.39' I 1 1 10.50' ' i ' i 7.00' l i 7.0 , 3.50 N89*56906"W 558.69' 1 62 I I ( I 61 I I 1 II ' ' so I I I f 59 II I f I 'rJS IPHASE T11-Z-ft 21 20 "LUDERMAN CROSSING, 19 3.50 18 o V_ 1CONTINUED SHEET 2 E 0 M_ w " rn 0 d' 0 0 Z Z 0 O � W W Z W z� 0 PREPARED FOR PAHLISCH HOMES 270 SW NALSON'AVE, SUITE 100 BEND, OR 97702 SHEET 5 OF 7 N SCALE: 1 "= 30 FEET 30 0 6 15 30 LEGEND SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR" PER POST-MONUMENTATION (SEE SHEET 1) ■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS ENGR." PER POST-MONUMENTATION (SEE SHEET 1) 0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER (R2); HELD UNLESS NOTED OTHERWISE 0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER (R1); HELD UNLESS NOTED OTHERWISE 0 FOUND 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS ENGR."; PER (R1); HELD UNLESS NOTED OTHERWISE "amme:3MbtilU] M INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS W/YPC WITH A YELLOW PLASTIC CAP CS DESCHUTES COUNTY SURVEY NUMBER PUE PUBLIC UTILITY EASEMENT PRUE PRIVATE UTILITY EASEMENT ROW RIGHT-OF-WAY SF SQUARE FEET PSDE PRIVATE STORM DRAINAGE EASEMENT. TO BENEFIT ADJOINING LOTS, UNLESS NOTED OTHERWISE PAE PUBLIC PEDESTRIAN ACCESS EASEMENT AWE WATER LINE EASEMENT TO BENEFIT AMON WATER COMPANY INC. PADUE PRIVATE ACCESS, PRIVATE DRAINAGE, AND PRIVATE UTILITY EASEMENT SSE SANITARY SEWER EASEMENT TO CITY OF BEND CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD C54 19.00' 3574'30" 11.74' S17'38'21 "E 11.56' I, JACOB D. POWELL, DO HEREBY CERTIFY THIS TO BE A TRUE AND EXACT COPY OF THE ORIGINAL MAP. le JACOB D. POWELL /0 IL-312OZO REGISTERED PROFESSIONAL LAND SURVEYOR ssr� PLC OREGON MARCH 8, 2016 JACOB D. POWELL CS 20339 T -loos LUDERMAN CROSSING, PHASE'2 A REPEAT OF TRACT 'B' OF "LUDERMAN CROSSING, PHASE 1", LOCATED IN THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON JUNEt 2020 PZ-19-0143 AND PZ-19-0163 S89'26'05"E 723.54'c> SE REED MARKET ROAD L CHUTES COURlTY SURVEYOR D /0 �.3,�°�° 6Y: LWtW4�1. S8976'05"E Lci { -•-i { 2.50 92.00' ^-- _ 92.00' ! i 53.24' ---- t-- 2.50' PSDE 9.00' -�-i I.- 9.00' 2.50' -r-1 38.83' --I u')i(TYPICAL) I I �-2.50 9.00'---- T I I Ln---i 18.00 PRAE I I 18.00' PRAE i-.-- 115 ;^ 116 h� 117 0 w 6,978 SF W i 6,904 SF i LaJ 6,637 SF w o i i n i a "' i n cn i a o o i i o o 0 o i Q I { ----t- I O I N I------ ------ I --------' N r I p I N -4 I 1 a I ---1-----------------------------r I I l ! N -�----- I --------------- to o t o C14t --�--- I I I �- p t _ _I _L_ _ __ __ t _ _- I I _------------------ r ----------------------------------- - 1 1..00 r 1 ---------------- --------- I I I J.S89-56 " 06 E 92.00 I ,. rl --.25.00'-- I S89*56'O6'°E 92.00' -.20.00'---.25.00'-- _i -21.00'--- i, -20.00'-- S89'56'06"E 20.00'- 92:Oo' - 25.00'._ _`'.25.OQ' = ---- - _-- --25.00'- 20.00'--.- -20.0Ell 0' --25OQ'== . 25.00' o 4.00' o o 0 0 0 0 ---- -I- ---ui - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 T - - - - - - - - - - - - - ----- ------- T- ---- ---- o f a l { { p { I I I I I I I of ! W C�{ I p N I 0 O I ¢ 1 �- ! O cn o O (n 0 u- O N I o I O u- I I o Cl L- I 0 o I O u-. O u- I I o O u- 0 Co I- 0 O LA o O C1I I I I Li L- O I p (n o Co o r- .- o o O tf) C) r- O O o 0 •- .-- O o N I .- I .- O o .-- O o o cn t .- .- ! .- O �-- O o to �- r- O cn .- .-- O o N •- •- 0 C5 cn o 1 o C� I o O O to C> r M� I t� i 1 cI N 3 N CN � N A LO I 3 ^ I it 'S t LO ^ O LO 1 3 N a to O p st r .-- Lo I M ?�, cV .- d- O �n { I cV I O T - ►� o 1t- LO Q C� � N ( LO I M I �n K, CV CO Cam! cV I �t d- �n I ;� I� PO CO I d- CV �n CV �n M d' - c �n M n _ .� �n �, N n I �r I CV 0 .� ,n po I e- :� .- r- p I o m P Q: o I o Oi o 0) o� P Q� '� I Q% Q Q o C{ I C> C) V) o o V) O { O I � o o 0 o I Co O I U) � o o V) 0 O cn 0 o � o o Ln I O I N C) o cn I 1 -- 2.50' o PRUE 0 TO I 2.50 I , PRUE ' TO PRUE TO BENEFIT o = 0 I I --•..I 2.50' ^ BENEFIT o- �•--2.50' PSDE BENEFIT LOTS I I LOTS 93-95 r: PRUE TO BENEFIT I LOTS o 1 1 97-98 I CDI ' I I O I I (TYPICAL) 1 I I o I 5.00 LOTS 88-90 I i 5.00 99-101 w 5.00-�-1 1 I � 5.00'- n 1I- I I I I I f ! I I -----,I -I --- 25.00' 25.00' 20.00' 20.00' 25.00' --25-.0-0-'-- ---- - ----- ------------------ IiT � 25.00' 20.00' 20.00' 25.00' 25.00' 20.00' 536.27' Z LO o M o M 0 LO LLJ o I 0 0 � N - S89'56'06"E 266.71' _ 45.55' I i 44.00' i 30 -- I ! { I Lu I I ! r' Z Cl I { a I Q 0o t I CD 01 r7 J 1 C 5 I o Cl � J 0 74 3:: 75 I Q m o 4,612 SF i M 4,400 SF Za o I J � LU 2.50'-- `` 2.50' I I I I I I I 7.00'____ I 30.00 46.69' ! _ 37.00' ~! N89'56'06"W 558.69' I TRACT 17 'A' Z o LO 0 0 N M r- Q W W mom UJ Z Cn SE DEPOT LOOP o (PUBLIC) 237.04' I 40.50' I I 44.00' I I 44.00' I I ----------- I ii - I ----------- 1- II ------ - 1-1-7 -------------- L- -2.50'{ I f 2.50' PSDEsoI w (TYPICAL) I { I I 1 0 l I 000' o i o T o o C I o I o I o 3 76 3 77 78 79 LO 4,050 SF i LO 4,400 SF i 4,400 SFLO r7 I M 1 I in o I o I I o I I 1 t I can i { I l i I I I I 1 10.00' PSDE TO y I I I BENEFIT LOTS 74-79 I I I I I I I I I I 3.50' ---- I 7.00' --- 0;----i{I iII ---- ____ ---- I 4 37.00' ~! 37.40.50'i iII IIi ---------44 1� f 16 "LUDERMAN CROSSING, 15 14 13J PHASE 1 3.50' PREPARED FOR PAHLISCH HOMES 210 SW N9LSON AVE, SUITE 100 BEND, OR 97702 701 SCALE: 1 "= 30 FEET 30 0 6 15 30 EGEND • SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR." PER POST-MONUMENTATION (SEE SHEET 1) ■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS ENGR." PER POST-MONUMENTATION (SEE SHEET 1) O FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER (R2); HELD UNLESS NOTED OTHERWISE O FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER (R1); HELD UNLESS NOTED OTHERWISE OO FOUND 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS ENGR."; PER (R1); HELD UNLESS NOTED OTHERWISE ABBREVIATIONS INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS W/YPC WITH A YELLOW PLASTIC CAP CS DESCHUTES COUNTY SURVEY NUMBER PUE PUBLIC UTILITY EASEMENT PRUE PRIVATE UTILITY EASEMENT ROW RIGHT-OF-WAY SF SQUARE FEET PSDE PRIVATE STORM DRAINAGE EASEMENT TO BENEFIT ADJOINING LOTS, UNLESS NOTED OTHERWISE PAE PUBLIC PEDESTRIAN ACCESS EASEMENT AWE WATER LINE EASEMENT TO BENEFIT AVION WATER COMPANY INC. PRAE PRIVATE ACCESS EASEMENT TO BENEFIT ADJOINING LOTS PADUE PRIVATE ACCESS, PRIVATE DRAINAGE, AND PRIVATE U11UTY EASEMENT SSE SANITARY SEWER EASEMENT TO CITY OF BEND I, JACOB D. POWELL, DO HEREBY CERTIFY THIS TO BE A TRUE AND EXACT COPY OF THE ORIGINAL MAP. JACOB D. POWELL SHEET 6 OF 7 10 1-3 j Zo zv REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 8, 2016 JACOB D. POWELL 90744PLS C$ 2Q339 SHEET 7 OF 7 0 UJCO �- Z W 1= _ Z � V SE REED CD MARKET ROAD S89'26'05"E 218.39' PRUE TO BENEFIT SOTS 88-90 SEE DETAIL --� S89'56'06'E + 266.71' I SE DEPOT LOOP (PUBLIC)�- 10.00' PSDE TO BENEFIT LOTS 74-79 , ► , ► i } t J co N J'> d- r d- v ► - I - - - RADIAL S85'45'32"E t ► ------40.00' r W w = t T W va r r 10.00' ROW t DEDICATION SE 15TH STREET r ► , A, r ---50.00'-----=i LUDERMAN CROSSING, PHASE 2 A REPEAT OF TRACT 'B' OF "LUDERMAN CROSSING, PHASE 1", LOCATED IN THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON JUNE9 2020 PZ-19-0143 AND PZ-19-0163 LEGEND • SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.' PER POST-MONUMENTATION (SEE SHEET 1) ■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS ENGR." PER POST-MONUMENTATION (SEE SHEET 1) Q FOUND 5/8' IRON ROD W/YPC INSCRIBED 'AKS ENGR."; PER (R2); HELD UNLESS NOTED OTHERWISE 0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER (R1); HELD UNLESS NOTED OTHERWISE O FOUND 5/8' IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS ENGR.'; PER (R1); HELD UNLESS NOTED OTHERWISE ABBREVIATIONS INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES OFFICIAL COUNTY 7 RECORDS W/YPC WITH A YELLOW PLASTIC CAP CS DESCHUTES COUNTY SURVEY NUMBER PUE PUBLIC UTILITY EASEMENT PRUE PRIVATE UTILITY EASEMENT ROW RIGHT-OF-WAY SF SQUARE FEET PSDE PRIVATE STORM DRAINAGE EASEMENT TO BENEFIT ADJOINING LOTS, UNLESS NOTED- OTHERWISE PAE PUBLIC PEDESTRIAN ACCESS EASEMENT PRAE PRIVATE ACCESS EASEMENT TO BENEFIT ADJOINING LOTS AWE WATER LINE EASEMENT TO BENEFIT AVION WATER COMPANY INC. PADUE PRIVATE ACCESS, PRIVATE DRAINAGE, AND PRIVATE UTILITY EASEMENT SSE SANITARY SEWER EASEMENT TO CITY OF BEND CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD C2 2079.24' 6'32'09" 237.18' N00*5824'E 237.05' C7 60.00' 90'00'00" 94.25' S44'56'06"E 84.85' C31 30.00' 90ro0'00" 47.12' S44'56'06"E 42.43' C32 2089.24' 0'57'37" 35.02' S01048'12"E 35.02' C33 2089.24' 0'57'35" 35.00' SOO'50'35"E 35.00' C34 2089.24' 0057'35" 35.00' SOO'07'01 "W 35.00' C35 2089.24' 0057'36' 35.01' S01'04'37"W 35.01' C36 2089.24' 0457'38" 35.02' S02'02'13"W 35.02' C37 2089.24' 0057'40' 35.05' S02'59'52"W 35.05' C38 2089.24' 0'45'46" 27.81' S03051'35"W 27.81' C39 45.00' 41'4837" 32.84' S20'50'25"E 32.11' C40 45.00' 4811'23" 37.85' S65'50'25"E 36.74' C55 19.00' 24'25'45" 8.16' N12'21'46"E 8.09' C56 45.00' 312'32" 2.52' N43'20'59"W 2.52' C57 45.00' 10008'45" 7.97' N36!40'21"W 7.96' C58 53.00' 19'36'29" 18.14' N09044'21 "W 18.05' C59 53.00' 14'51'58" 13.75' N26'58'35"W 13.71' C60 41.00' 35'02'08" 25.07' S17'34'58"W 24.68' C61 45.00' 1 15'42'13" 12.33' N52'48'22"W 12.30' SCALE: 1 "= 30 FEET 30 0 6 15 30 PREPARED FOR PAHLISCH HOMES 210 SW NALSON AVE, SUITE 100 BEND, OR 97702 DETAIL NOT TO SCALE 22.00' PADUE II E------t1----------- 21.00,100 i i ► 88 20.00 SSE I 13.00'! t I I 20.00' l ► i 85 AWE I 20.00, I� ! nzi.1, I 8.00' PUE i C56 �L=2.52' a L=25.07' �(o �•o .tt ��O �J► �' �N4503'WE It t 2.55' t t t 84 JI V r r 8.00' PUE I, JACOB D. POWELL, DO HEREBY CERTIFY THIS TO BE A TRUE AND EXACT COPY OF THE ORIGINAL MAP. 14 1Z _2 / ZC7 Z.0 JACOB D. POWELL ld //3 2_o2-0 L GISTERED FESSIONAL SURVEYOR OREGON MARCH 8, 2016 JACOB D. POWELL 90744PLS CS 20339 DESCHUTES COUNTY SURVEYOR FILED 10L3L)X2,0 L, ud eoloao UO-551yi))Phases Deschutes County Official Records S ©33q Nancy Blankenship, County Clerk 202 1 -03866 C2 uY�<� . O 7 NJ � 0134601320210003866001001 01/20/2021 10:31 AM D-AFFIM Cnt=1 Stn=2 AS $5.00 $11.00 $61.00 $10.00 $6.00 $93.00 INTERIOR CORNER MONUMENTATION I, Jacob D. Powell, Oregon Registered Professional Land Surveyor No. 90744, being duly sworn, depose and say that in accordance with ORS 92.070, I have correctly surveyed and marked with proper monumentation the interior corners as indicated on the plat of LUDERMAN CROSSING, PHASE 2 as originally recorded on October 22, 2020, Plat Cabinet I, Page 1000, Deschutes County Official Records. Except the following marked with: 1. Set an offset monument for the south corner common to Lot 59 and Lot 60, being a 5/8 inch iron rod with orange plastic cap inscribed "AKS ENGR. REF MON" on line between said lots, bearing North 00°03'54" East 5.00 feet, from true corner position, to avoid utility conflict. 2. Set an offset monument for the south corner common to Lot 61 and Lot 62, being a 5/8 inch iron rod with orange plastic cap inscribed "AKS ENGR. REG MON" on line between said lots, bearing North 00°03'54" East 5.00 feet, from true corner position, to avoid utility conflict. 3. At the northwest corner of Lot 113, set a 1-1/8 inch copper disk in concrete sidewalk, inscribed "AKS ENGR.". O/ U<�; 1-;2 0 2-- REGISTERED PROFESSIONAL LAND SURVEYOR OREGON YARCFI a, 2016 JAMB D. POYYELL 90744PL5 RENEWS:12/31/2022 NOTARY CERTIFICATE STATE OF OREGON ) ) ss COUNTY OF DESCHUTES ) Jacob D. Powell Registered Professional Land Surveyor No. 90744 AKS Engineering & Forestry 2777 NW Lolo Drive, Suite 150 Bend, OR 97703 (541) 317-8429 Signed and swo to before m s $ of-416, 2021, b Jacob D. Powell. � y OFFOPlAt STAW NNACA UM Q PKILER Notary Public for the State of Oregon 'AAY �EGON �Q� �tQ, COMMISSION NO.100561 M Commission Ex ices: � �' �� � 2' �Y �Mj 1 i EXPIRES SEPTA 6► y r COUNTY SURVEYOR APPROVAL Approved thisday of LJA-9 2021, in accordance with ORS 92.070. Printed Name AFTER RECORDING RETURN TO: DESCHUTES COUNTY SURVEYOR'S OFFICE 61150 SE 27TH ST. BEND, OR 97702