FOUND DEPARTMENT OF THE INTERIOR BRASS CAP FLUSH SOUTHWEST CORNER OF LOT 37 SECTION 26, T3N, R5E
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N00°00'00"E
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330.13'
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S89° 59' 20"E
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304.57'
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N00°00'59"W
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330.126'
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FOUND INCH DIA. REBAR 12 INCH DIA. REBAR WITH ILLEGIBLE CAP
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329.67'
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S89°59'18"E
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N00° 00' 59"W
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660.25'
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FOUND 3" CITY OF SCOTTSDALE BRASS CAP FLUSH EAST 1/4 CORNER OF SECTION 26, T3N, R5E
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FOUND BRASS CAP IN HAND HOLE CENTER 1/4 OF SECTION 26, T3N, R5E
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E 1/16TH COR. E-W CL SEC 26 NOTHING FOUND OR SET CALCULATED POSITION.
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S89° 59' 15"E
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1319.051
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S89° 59' 15"E
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1319.051
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N00° 00' 59"W
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660.25'
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74.40'
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SCALE: 1"=
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0
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60'
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120'
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60'
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30'
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8/10/20
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1909134
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1 OF 1
lcastro
Date
OSTERKAMP
1. POOLS REQUIRE SEPARATE APPROVAL AND PERMIT.
2. POOLS SHALL NOT BE EMPTIED OR BACKWASHED INTO WASHES, STREETS, NAOS, SCENIC CORRIDORS, ON TO ADJACENT LOT
, OR TRACT OF LAND.
3. ALL MECHANICAL EQUIPMENT (AIR CONDITIONER, POOL EQUIP. ETC.) SHALL BE SCREENED A MINIMUM OF 1' ABOVE THE
HIGHEST PORTION OF THE EQUIPMENT FROM ALL SIDES AND SHALL BE COMPATIBLE WITH THE ADJACENT BUILDING. SHOW
LOCATION OF EQUIPMENT ON SITE PLAN.
4. A GUESTHOUSE SHALL NEVER BE OFFERED FOR RENT.
5. BEARINGS AND DISTANCES ARE RECORD PER PLAT UNLESS OTHERWISE NOTED.
6. A GUESTHOUSE SHALL NOT EXCEED A GROSS FOOTPRINT SIZE GREATER
THAN 505 OF THE FOOTPRINT SIZE OF THE PRINCIPAL BUILDING.
7. EXTERIOR MATERIALS AND PAINT COLORS SHALL NOT EXCEED A VALUE AND/OR CHROMA OF 6 AS INDICATED IN THE MUNSEL
BOOK OF COLOR ON FILE IN THE CITY OF SCOTTSDALE'S PLANNING A7 DEVELOPMENT DEPARTMENT. THE CITY MAY REQUIRE
COLOR SAMPLES TO VERIFY COMPLIANCE.
8. MATERIAL USED FOR EXTERIOR SURFACES OF ALL STRUCTURES SHALL BLEND IN COLOR, HUE, AND TONE WITH
SURROUNDING NATURAL DESERT SETTING TO AVOID HIGH CONTRAST.
9. MATERIALS USED FOR EXTERIOR SURFACES OF ALL STRUCTURES SHALL BLEND IN COLOR, HUE AND TONE WITH THE
SURROUNDING NATURAL DESERT TO AVOID HIGH CONTRAST.
10.SURFACE MATERIALS OF WALLS RETAINING WALLS OR FENCES SHALL BE SIMILAR TO AND COMPATIBLE WITH THOSE OF THE
ADJACENT MAIN BUILDINGS.
11.PLANT MATERIALS THAT ARE NOT INDIGENOUS TO THE ESL AREA SHALL BE LIMITED TO ENCLOSED YARD AREAS AND
NON-INDIGENOUS PLANTS THAT HAVE THE POTENTIAL OF EXCEEDING TWENTY 920) FEET IN HEIGHT ARE PROHIBITED. TURF
SHALL BE LIMITED TO ENCLOSED AREAS NOT VISIBLE OFFSITE FROM LOWER ELEVATION.
12.REFLECTIVE BUILDING MATERIALS ARE PROHIBITED .
13.REFLECTIVE BUILDING AND ROOFING MATERIALS (OTHER THAN WINDOWS AND SOLAR PANELS) INCLUDING MATERIALS WITH
HIGH GLOSS FINISHES AND BRIGHT, UNTARNISHED COPPER, ALUMINUM, GALVANIZED STEEL OR OTHER METALLIC SURFACES,
SHALL BE TEXTURED OR HAVE A MATTE OR NON-REFLECTIVE SURFACE TREATMENT TO REDUCE THE REFLECTIONS OF
SUNLIGHT ONTO OTHER PROPERTY.
14.MIRRORED SURFACES OR ANY TREATMENTS THAT CHANGE ORDINARY GLASS INTO A MIRRORED SURFACE ARE PROHIBITED.
15.THE OWNER SHALL INCORPORATE DEVELOPMENT DESIGN AND CONSTRUCTION TECHNIQUES THAT BLEND IN SCALE, FORM
AND VISUAL CHARACTER TO MINIMIZE EXPOSED SCARS TO THE SATISFACTION OF THE PLANNING AND DEVELOPMENT
DEPARTMENT.
16. ANY PROPOSED MODIFICATIONS TO NATURAL WATERCOURSES AND ALL WALLS AND FENCES CROSSING NATURAL WATER
COURSES SHALL BE DESIGNED IN ACCORDANCE WITH THE STANDARDS AN POLICIES SPECIFIED IN CHAPTER 37 9 DRAINAGE
AND FLOODPLAIN ORDINANCE) OF THE SCOTTSDALE REVISED CODE.
17.LAND DESIGNATED AS NAOS SHALL BE PERMANENTLY MAINTAINED AS OPEN SPACE. THE PROPERTY OWNER SHALL
MAINTAIN ALL DESIGNATED NAOS.
18. ALL EXTERIOR LIGHTING BELOW 3 FEET IN HEIGHT SHALL BE FULLY SHIELDED. ALL EXTERIOR LIGHTING ABOVE 3 FEET IN
HEIGHT SHALL CONSIST OF HORIZONTAL FULL-CUTOFF FIXTURES AND DIRECTED DOWNWARD, EXCEPT LIGHTS UTILIZED FOR
SECURITY PURPOSES.
19.EXTERIOR LIGHTING SHOULD BE LOW SCALE AND DIRECTED DOWNWARD, RECESSED OR SHIELDED SO THAT THE LIGHT
SOURCE IS NOT VISIBLE FROM RESIDENTIAL DEVELOPMENTS IN THE AREA OR FROM A PUBLIC VIEWPOINT. EXTERIOR
FIXTURES SHALL NOT GENERALLY EXCEED A HEIGHT OF 6 FEET MEASURED FROM THE NEAREST ADJACENT GRADE TO THE
TOP OF THE FIXTURE (LOWER HEIGHTS MAY BE REQUIRED BY THE INSPECTION OR CODE ENFORCEMENT STAFF.
20.WHERE ON-SITE WALLS ARE PLACED ADJACENT TO NAOS AREAS AT LEAST 50 PERCENT OF THE WALL SURFACE SHALL BE A
VIEW FENCE.
21.TEMPORARY/SECURITY FENCING THAT IS REQUIRED OR IS OPTIONALLY PROVIDED SHALL BE IN ACCORDANCE WITH THE
ZONING ORDINANCE AND THE DESIGN STANDARDS AND POLICIES MANUAL.
22.IN ACCORDANCE WITH THE ZONING ORDINANCE, A REGISTERED SURVEYOR SHALL STAKE AND ROPE THE MOST RESTRICTIVE
AREA DEFINED BY THE CONSTRUCTION ENVELOPE AND NAOS EASEMENT AS SHOWN ON THE SITE PLAN.
23.NO PAINT COLOR OR SURFACE TREATMENT SHALL BE USED WHICH HAS A LIGHT REFLECTIVE VALUE (LRV) GREATER THAN
35%.
PROPERTIES THAT ARE EXEMPT FROM THE ESL AREAS IN ACCORDANCE WITH THE 2004 AMENDMENTS TO THE ESL OVERLAY
(ESL EXEMPTIONS SCHEDULE SEC. 6.1022.B.) SHALL REPLACE #23 AND #24 WITH #25 AND # 26 RESPECTIVELY.
24.A REGISTERED LAND SURVEYOR SHALL STAKE AND ROPE OR FENCE THE NAOS EASEMENT IN ACCORDANCE WITH THE SITE
PLAN AND THE EASEMENT LEGAL DESCRIPTION.
25.NO PAIN COLORS SHALL BE USED WHICH HAVE A LIGHT REFLECTIVE VALUE GREATER THAN 40%
26.SITE WALLS MUST BE SETBACK 15 FEET FROM SIDE AND REAR PROPERTY LINES. THIS APPLIES ONLY TO RESIDENTIAL
PARCELS CONTAINING AN AREA OF 35,000 SQ.FT. OR LARGER.
27.WASHES OF 50 CFS OR GREATER LOW SHALL BE IDENTIFIED AND WATER COURSE(S) SHALL BE UNALTERED. IF
WATERCOURSE(S) ARE ALTERED, PROVIDE A COPY OF THE WASH MODIFICATION APPROVAL LETTER AND REFERENCE THE
CASE NUMBER ON THE SITE PLAN.
28.APPLICATIONS THAT HAVE RECEIVED A HARDSHIP EXEMPTION SHALL PROVIDE THE CASE NUMBER ON THE SITE PLAN.
29.SITE WALLS SHALL NOT BE PROVIDED IN NAOS AREAS OR DISRUPT THE CONTINUITY OF NAOS CORRIDORS.
30.IDENTIFY THE SPECIFIC LOCATION OF THE CONSTRUCTION ENVELOPE ON SITE PLAN. THE CONSTRUCTION ENVELOPE
CONSISTS OF AN AREA ENCLOSED BY A LINE EXTENDING 15 FEET OUT FROM ALL DISTURBANCES ON LOT.
ESLO NOTES:
SITE DATA
SHEET INDEX
DEVELOPER
CIVIL ENGINEER
PLANT SALVAGE NOTE:
GUEST HOUSE NOTE:
UTILITIES NOTE:
SURVEY CERTIFICATION: SURVEY CERTIFICATION:
URBAN DESIGNCOMMERCIAL / RESIDENTIAL
ENGINEERINGSURVEYING
857 N. BARKLEY ST.MESA, ARIZONA 85203
(480) 599-1263 TEL(480) 834-2163 FAX
ROSENDAHLENGINEERING
SITE IMPROVEMENT COVER
1 7
CS
OSTERKAMP RESIDENCE
SITE IMPROVEMENT PLANS
ASSESSOR'S PARCEL NUMBER; 217-32-046A
SCOTTSDALE FIRE DEPT ACCESS REQUIREMENTS
FLOOD INSURANCE RATE MAP INFORMATION
BEING THE SOUTH HALF OF LOT 37, SECTION 26, TOWNSHIP 3 NORTH, RANGE 5 EAST OF THE
GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA.
PARCEL LEGAL DESCRIPTION:
BEING THE MONUMENT LINE OF E. MOUNTAIN VIEW ROAD AND THE E-W CENTER OF SECTION LINE
OF SECTION 26, TOWNSHIP 3 NORTH, RANGE 5 EAST BETWEEN THE EAST QUARTER CORNER AND
THE CENTER OF SECTION. BEARING BEING S89°59'15"E PER NAD83 GPS OBSERVATION.
BASIS OF BEARINGS:
BEING A BRASS CAP IN HANDHOLE AT THE INTERSECTION OF SHEA BOULEVARD AND 124TH ST.
ALSO BEING THE NORTH QUARTER CORNER OF SECTION 26.
ELEVATION 1543.12 PER NAVD88 GPS OBSERVATION
BENCH MARK:
NE1/4 SEC. 26, T. 3N, R. 5E
(NOT TO SCALE)
VICINITY MAP
NE COR
SEC 26
E1/4 COR
SEC 26
C1/4 COR
SEC 26
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SEC 26
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E. GOLD DUST AVE
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INTEGRITY LUXURY HOMES 785O E. EVANS RD. #110 SCOTTSDALE, AZ 85260 JERRY NEWELL PH. 480-657-0010
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SHEET DESCRIPTION DESCRIPTION 1. COVER SHEET CS COVER SHEET CS CS 2. SITE PLAN SP SITE PLAN SP SP 3. GRADING & DRAINAGE PLAN G&D GRADING & DRAINAGE PLAN G&D G&D 4. SECTIONS XS SECTIONS XS XS 5. WATER LINE EXTENSION WL WATER LINE EXTENSION WL WL 6. NATIVE PLANT INVENTORY PI NATIVE PLANT INVENTORY PI PI 7. RE-VEGETATION PLAN RVRE-VEGETATION PLAN RVRV
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ADDRESS; TBD APN: 217-32-046A LOT SIZE: 100,562 SF OR 2.31 ACRES AREA DISTRUBED; 74,228 S.F. ZONING: R1-43 ESL QUARTER SECTION: 28-58 ESL LANDFORM: UPPER DESERT
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ROSENDAHL ENGINEERING, PLLC 857 N. BARKLEY ST. MESA, AZ 85203 TEL (480) 599-1263 CONTACT: WAYNE ROSENDAHL EMAIL: [email protected]
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ON-SITE PLANT SALVAGE INFORMATION SHOWN HEREON IS FOR CITY OF SCOTTSDALE PLAN APPROVAL PURPOSES ONLY ENGINEER ASSUMES NOT LIABILITY FOR THE EVALUATION, SALVAGE ABILITY, REMOVAL AND/OR RELOCATION OF ON-SITE PLANT MATERIALS. CONTACT SALVAGE CONTRACTOR FOR MORE INFORMATION.
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GUEST HOUSE SHALL NEVER BE OFFERED FOR RENT QUEST HOMES ON LOTS UNDER 33,000 S.F. MAY NOT PROVIDE COOKING FACILITIES. A GUEST HOUSE OR ACCESSORY STRUCTURE SHALL NOT EXCEED A GROSS FOOTPRINT SIZE GREATER THAN 50% OF THE FOOT PRINT SIZE OF THE PRINCIPAL BUILDING.
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HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES SHOWN IN THE PLAN ARE APPROXIMATE ONLY AND WILL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION WORK. CALL ARIZONA 811 (BLUESTAKE) TWO DAYS PRIOR TO CONSTRUCTION.
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THIS IS TO CERTIFY THAT THE SURVEY INFORMATION SHOWN HEREON WAS EXECUTED UNDER MY SUPERVISION.
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EXP: 3/31/2022
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4/22/19
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THIS IS TO CERTIFY THAT THE ENGINEERING INFORMATION SHOWN HEREON WAS EXECUTED UNDER MY SUPERVISION.
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EXP: 3/31/2022
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1/21/20
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OF
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SHEET
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PROJECT NO.
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DRAWN:
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DESIGN:
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DATE:
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PWR
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TB
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9/4/19
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1909134
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Contact Arizona 811 at least two full working days before you begin excavation
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Call 811 or click Arizona811.com
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5/4/20
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EXP: 3/31/2022
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PT OF THE NE SEC. 26, TWP 3 N., RNG 5 E.. OF THE 14 SEC. 26, TWP 3 N., RNG 5 E.. OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA
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SURFACE
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DRIVE LENGTH
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DRIVE WIDTH
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TURN-AROUND
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REQ'D
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HOSE LAY
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SPRINKLER
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REQUIREMENTS
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MOD-130
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ATTIC PILOT
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HEADS AND PATIO
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SPRINKLERS
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76 FT
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16 FT
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AC
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194 FT
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NO
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X
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FIRM ZONE
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SUFFIX
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COMMUNITY NUMBER
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PANEL/DATE
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PANEL DATE
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10/16/13
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L
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045012
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1785
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10/16/13
aacevedo
Date
12
6TH
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TURQUOISE LANE
33' GLOESMT.
33' GLO ESMT.
PARCEL 1
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T
URBAN DESIGNCOMMERCIAL / RESIDENTIAL
ENGINEERINGSURVEYING
857 N. BARKLEY ST.MESA, ARIZONA 85203
(480) 599-1263 TEL(480) 834-2163 FAX
ROSENDAHLENGINEERING
SITE PLAN
2 7SP
SITE PLAN
LEGEND:
SITE PLAN NOTES:
OSTERKAMP RESIDENCE
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EXISTING AC PAVED ROADWAY
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TB
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1525
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1520
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1530
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FOUND DEPARTMENT OF THE INTERIOR BRASS CAP FLUSH SOUTHWEST CORNER OF LOT 37 SECTION 26, T3N, R5E
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N00° 00' 00.00"E
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330.123'
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S89° 59' 20.16"E
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329.57'
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N00° 00' 00"W
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330.126'
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FOUND INCH DIA REBAR 12 INCH DIA REBAR WITH ILLEGIBLE CAP
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FOUND INCH DIA REBAR 12 INCH DIA REBAR WITH CAP LS# 50695
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C 1/64TH COR. SW NE SEC 26 14 NE SEC 26 14 SEC 26 NOTHING FOUND OR SET CALCULATED POSITION.
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304.67'
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S89° 59' 18"E
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330.123
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330.126'
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NORTH OF LOT 3712 OF LOT 37
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S89° 59' 19"E
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SW 1/64TH COR. SW NE SEC. 26 14 NE SEC. 26 14 SEC. 26 NO MONUMENT, CALCULATED POSITION..
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N00° 00' 00"W
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660.25'
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EXISTING CMU PRIVACY WALL
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EXISTING CMU PRIVACY WALL
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POWER & COMUNICATIONS FACILITIES
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FIRE HYDRANT
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WATER VALVES
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LF88 = 1528.0
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1527
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1525
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1524
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MAIN RESIDENCE 13,581 SF
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BACKYARD
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DRAINAGE ESMT
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DRAINAGE ESMT
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EXISTING 6" PVC WATER LINE
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NEW 6" PVC WATER LINE
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EXISTING 6" PVC WATERLINES
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AREA 47,231 SF
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EXISTING WATER METER
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154.96'
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175.17'
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154.96'
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175.17'
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Q100 = 347 CFS
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Q100 = 13.7 CFS
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Q100 = 69.3 CFS
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APN 217-32-046B SINGLE FAMILY RES.
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APN 217-32-046C SINGLE FAMILY RES.
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APN 217-32-047G SINGLE FAMILY RES.
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APN 217-32-047H SINGLE FAMILY RES.
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APN 217-32-047H SINGLE FAMILY RES.
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APN 217-32-067B CAP CANAL
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APN 217-32-068D SINGLE FAMILY RES.
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S89° 59' 19"E
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329.668
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N00° 00' 59.32"W
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330.126
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FOUND 3" CITY OF SCOTTSDALE BRASS CAP FLUSH EAST 1/4 CORNER OF SECTION 26, T3N, R5E
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NE COR SEC 26 NOTHING FOUND OR SET CALCULATED FROM PREVIOUS SURVEY RECORDED IN BOOK 1399, PAGE 4. M.C.R. NORTHEAST CORNER OF SECTION 26, T3N, R5E
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FOUND BRASS CAP IN HAND HOLE 0.7' DOWN CENTER 1/4 OF SECTION 26, T3N, R5E
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NE 1/16TH COR. SEC. 26 CALCULATED POSITION. NO MONUMENT
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NE 1/16TH COR. NOTHING FOUND OR SET CALCULATED POSITION.
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W 1/64TH COR. E-W CL SW NE SEC. 26 14 NE SEC. 26 14 SEC. 26 NO MONUMENT, CALCULATED POSITION..
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FOUND 3" CITY OF SCOTTSDALE BRASS CAP IN HANDHOLE 0.40' DOWN NORTH 1/4 OF SECTION 26, T3N, R5E
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E 1/16TH COR. E-W CL SEC 26 NOTHING FOUND OR SET CALCULATED POSITION.
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W-E 1/64TH COR. E-W CL SEC 26 NOTHING FOUND OR SET CALCULATED POSITION.
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S89° 59' 14.96"E
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1319.051
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S89° 59' 14.96"E
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1319.051
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S00° 01' 48.17"E
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2641.094
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N00° 00' 11"W
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1,320.46'
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330.123
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330.126'
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S89° 59' 29"E
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2,636.85'
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1,318.42'
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S89° 59' 29"E
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1,318.42'
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S89° 59' 22"E
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329.80'
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659.59'
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329.80'
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S89° 59' 22"E
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1,318.75'
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W 1/64TH COR. E-W CL SW NE SEC. 26 14 NE SEC. 26 14 SEC. 26 NO MONUMENT, CALCULATED POSITION..
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S. 1/16TH COR. N-S CL SW NE SEC. 26 14 NE SEC. 26 14 SEC. 26 NO MONUMENT, CALCULATED POSITION..
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1,375.35'
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N00° 00' 00"W
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S89° 59' 19"E
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659.56'
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SW 1/64TH COR. SW NE SEC. 26 14 NE SEC. 26 14 SEC. 26 NO MONUMENT, CALCULATED POSITION..
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N00° 00' 00"W
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660.24'
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N00° 00' 00"W
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660.25'
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S89° 59' 15"E
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659.531
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20' BLDG STBK
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35' BLDG STBK
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35' BLDG STBK
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40' BLDG STBK
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40' BLDG STBK
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COMMUNICATIONS & POWER FACILTITIES
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LF88 = 1528.0
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GARAGE & GUEST QUARTERS 7,173 SF
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1526
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1523
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1522
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DRAINAGE ESMT
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NAOS BOUNDARY
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NAOS BOUNDARY
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NAOS BOUNDARY
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NAOS BOUNDARY
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DRAINAGE ESMT
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NAOS BOUNDARY
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NAOS BOUNDARY
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20' BSL
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PARKING AND GARAGE ACCESS
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DRIVEWAY
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2' DEEP STORM RETENTION
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1'-6" DEEP STORM RETENTION
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DRIVEWAY
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HWL 27.0
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BTM 25.0
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HWL 27.0
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BTM 25.0
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LF88 = 1527.7
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GARAGE
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LF88 = 1528.7
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GARAGE
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HWL 27.0
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BTM 25.5
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4.2%
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8.5%
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1530
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1529
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27
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26
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25
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24
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23
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26
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27
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NAOS BOUNDARY
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NAOS BOUNDARY
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OF
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SHEET
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PROJECT NO.
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DRAWN:
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DESIGN:
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DATE:
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PWR
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TB
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9/4/19
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1909134
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Contact Arizona 811 at least two full working days before you begin excavation
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Call 811 or click Arizona811.com
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SCALE: 1"=
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0
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30'
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90'
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60'
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30'
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15'
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MONUMENT AS NOTED
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BRASS CAP FLUSH
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BRASS CAP IN HANDHOLE
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SECTION LINE
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EASMENT LINE
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PROPERTY BOUNDARY
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SET 5/8" REBAR WITH CAP
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STAMPED RLS# 24532
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1
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EXTENSION OF EXISTING 6" DIA. PVC WATER LINES IN 126TH STREET FROM E. GOLDDUST ROAD AND AT THE INTERSECTION OF 126TH STREET AND TURQUOISE LANE. SEE WATER LINE EXTENSION PLAN.
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2
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NEW CUSTOM HOME
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4
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MODIFIED WASH ALIGNMENT, SEE GRADING & DRAINAGE PLAN.
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1
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2
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4
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4
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5-4-20
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THE SLOPES ON THIS SITE ARE PREDOMINATELY 0-2% AND 2-5%, THE SLOPE INTO THE WASHES EXCEED 5% BUT THE SITE IS IN THE 25% CLASSIFICATION FOR DETERMINING THE NAOS REQUIREMENT.
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EXP: 3/31/2022
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O
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PHILLIP W.
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24718
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ROSENDAHL
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S.
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U.
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A.
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3
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3
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NEW DETACHED GARAGE AND GUEST QUARTERS.
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3
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5
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DESIGNATED NAOS AREA.
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5
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5
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5
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5
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DRAINAGE DIRECTION ARROW
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6
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2,500 GALLON SEPTIC TANK AND DISPOSAL PIT.
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6
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7
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500 GALLON UNDERGROUND PROPANE TANK, TO BE INSTALLED PER MANUFACTURER'S GUIDELINES, A MINIMUM OF 10' FROM THE HOUSE.
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7
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8
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INSTALL NEW 1" WATER METER BOX AND SERVICE LINE PER COS STD DTL 2330.
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8
aacevedo
Date
12
6TH
STR
EE
TTURQUOISE LANE
33' GLOESMT.
33' GLO ESMT.
PARCEL 1
SECTION A-A
SECTION B-B
RETAINING WALL SCHEDULE
URBAN DESIGNCOMMERCIAL / RESIDENTIAL
ENGINEERINGSURVEYING
857 N. BARKLEY ST.MESA, ARIZONA 85203
(480) 599-1263 TEL(480) 834-2163 FAX
ROSENDAHLENGINEERING
SITE, G & D PLAN
3 6
G&D
SITE, GRADING & DRAINAGE PLAN
A
LEGEND:
GRADING & DRAINAGE CONSTRUCTION NOTES:
A
BB
OSTERKAMP RESIDENCE
C
C
D
D
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EXISTING AC PAVED ROADWAY
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TB
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TB
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TB
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1525
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1520
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1530
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FOUND DEPARTMENT OF THE INTERIOR BRASS CAP FLUSH SOUTHWEST CORNER OF LOT 37 SECTION 26, T3N, R5E
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N00° 00' 00.00"E
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330.123'
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S89° 59' 20.16"E
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329.57'
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N00° 00' 00"W
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330.126'
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FOUND INCH DIA REBAR 12 INCH DIA REBAR WITH ILLEGIBLE CAP
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FOUND INCH DIA REBAR 12 INCH DIA REBAR WITH CAP LS# 50695
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C 1/64TH COR. SW NE SEC 26 14 NE SEC 26 14 SEC 26 NOTHING FOUND OR SET CALCULATED POSITION.