GPS GROUND CONTROL SURVEY REPORT May 2000

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Photogrammetric and Ground Control Survey for Lower CacheCreek, Woodland Area, California

Prepared for:

u.s. Army Corps of EngineersSacramento DistrictSacramento, California

Contract No. DACW05-99-D-0010

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P.o. Box 270460Fort Collins, Colorado 80527(970) 223-5556, FAX (970) 223-5578

AYRESASSOCIATES

SURVEYING· MAPPING· GEOMATICS

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~ANDREGG, INC.

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WOODLAND & CACHE CREEK, YOLO CO. MAPPING CONTROL

PurposeThe purpose of the control project is to establish coordinates and elevations forphotogrammetric mapping of the flood plain around part ofCache Creek in Yolo County,CA. 52 monument stations and photogrammetric targets were found and/or set in an areaaroun4 Woodland, CA from Road 27 on the south. to Road 16 on the north. Road 94B onthe west and the Yolo Bypass on the east. See layout map shown on parts of the Woodlandand Greys Bend USGS quadrangle maps.

MonumentationMonumentation consisted of found stations as published in the NGS Data Sheets. newlyestablished NGS monuments not yet published. USC&GS monuments and newly setmonuments and targets. These are described in the References and Station descriptionsections.

SurveyThe survey was designed incorporating good GPS geodetic network criteria and the use ofthe GEOID99 geoid model. Areas for vertical constraints and leveling were selected totake advantage of proper geoid modeling. Vector observations were designed so that alladjacent stations were directly observed together using short baselines and ionospheric freesolutions and tying into several HPGN and HPGN-D stations throughout the network. Thesurvey was conducted over a three-week period in April and May 1999 and consisted ofdigital leveling at key locations throughout the project and Fast Static™ GPS observationson all new monuments and reference monuments. The WildlLeica NA2002 level was usedfor the digital leveling and 4 Trimble 4000 SSI dual frequency GPS receivers were usedfor the GPS observations. To minimize setup errors 2meter fixed height forced centerantenna tripod poles were used. The leveling was tied into several stations to beincorporated into the NGS data base from GPS Project #1478. Preliminary values for theproject were obtained and used as constraints for both horizontal and vertical control. TheGPS network consi~ted of over 142 baseline vectors and was tied to several CaliforniaHigh Precision Geodetic Network (HPGN) and Densification (HPGN-D) stations. Copiesof field notes are found in the Field Notes Section.

[email protected]

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LAT 380 54' 13" N I LONG 121 0 04' 59" W

Data Processing & AdjustmentsData processing and adjustments were conducted in two parts. The digital leveling wasedited and checked against field notes recorded along with the digital data. The reduceddifferences in elevation were incorporated in the least squares network adjustment of theGPS data. A few one way leveling runs were processed as checks on existing elevationdata and/or for GPS vertical checks. The GPS network consisted of post processing thedata using Trimble's GPSurvey and adjusted using Trimnet Plus. The vector results wereall ionospheric error free and reviewed and/or reprocessed for high quality solutions. Thesewere' incorporated into the least squares adjustment using vector standard errors as initialvector weighting. A Standard error for station occupations was estimated at 0.005 feet forcentering and 0.01 feet for H.L The least squares adjustment was run both in a minimally

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299 NEVADA STREET, AUBURN, CA 95603·4617, U.S.A•• 530·885-7072 • 800·400.7072 • FAX 530.885.5798 ,

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WOODLAND & CACHE CREEK, YOLO CO. MAPPING CONTROL

ANDREGG, INC..,il;p"\tlnM #.fijijiji,iMrii",S6i il4

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constrained adjustment (holding only one point fixed) and fully constrained, adjusting allobservations including the GPS observed vectors and the Geoid99 modeled values for eachpoint. The fully constrained adjustment was run iteratively adding horizontal and verticalconstraints and analyzing the results between adjustments. The final adjustment was basedon the best fit of horizontal and vertical constraints, i.e. accepted control point values, andthe adjusted observations yielding a high precision network based on high confidenceobservation solutions and good network integrity.

Adjustment ResultsThe minimally constrained adjustment was ofhigh precision with horizontal standarderrors at 0.03 feet and an average precision of 0.65 PPM at 95% confidence, indicating theobservations and the network itself was of good quality and strong integrity. The fullyconstrained adjustment held the preliminary NAD83 positions and the GPS derivedNAVO 88 vertical values of the pertinent stations from NGS Project #1478. Thisadjustment produced statistics that indicated a good fit between the observations and theconstraints, i.e. 0.025 feet in the horizontal position and 0.05 feet in orthometric heights(NAVOSS elevations) at 95% confidence and a precision between all stations of0.64 PPM.Included in this report are the final adj usted values for each station tabulated in theAdjustment Results section.

SURVEY CERTIFICATIONI hereby certify that this survey was prepared under my personal direction and supervision.The copies offield notes and computer files contained herein are true copies of the originalGPS and leveling data and adjustment files. The survey was completed May 11, 2000.

~~/..z~~~Mark J. BafdakjianfiX 4567Expires 09/30/03

Date:Sh.s-&o~7

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ANDREGG, INCCACHE CREEK - YOLO CO. PHOTO CONTROL 4iii'iii,,,M.StgiPQtitMii'MMiki

HORIZONTAL DATUM=NAD83(CA-HPGN-1999.5) Zone 2 - US Survey FeetVERTICAL DATUM=NAVD88

Based on Preliminary Published NOS Values for GPS Project 1478PROJECT CF=O.9999392755 - POINT DESCRIPTIONS

*=Elevation values augmented by spirit leveling** = Constrained to NGS OPS Project 1478 Preliminary Values

Page 111151CTI..:ds

STATION LATITUDE (co) LONGITUDE (i..) NORTHING EASTING LEV.(b DESCRIPTION

r 107- 38°40'58.091764"1- 121°52'02.314966"V 2010512.715 6599543.624 112.489 2"BrassCap Stamped ANDREGG SURVEY CONlROL Pr.t07I

38°41'1 9.962273"l' 121°51'57.397479"V! 108· 2012125.131 6599930.282 114.653 3Y.:"Brass Disk US ARMY CORPS OF ENG. CC·I 1955

III- 38°42'05.747682"l' 121°5I'46.320383"V 2017358.158 6600801.551 104.556 2"BrassCap Stamped ANDREGG SURVEY CONlROL Pr.111

I 116R 38°40'49.688664"l' 121°55'05.889542"V 2009644.869 6584988.262 131.801 SETRR SPIKEI

122 38°42'34.193066" 121°57'39.118848"V 2020208.616 6572833.337 161.217 SMAW

pm 381R 38°42'35.307081''1' 121°47'OI.844082"V 2020392.259 6623345.359 62.222 SMAW

! 382R 38°42'33.231716''1' 121°44'26.491206"V 2020215.130 6635659.129 42.109 SMAW

501 38°44'59.814983" 121°49'15.335755"V 2034987.893 6612735.666 62.836 SMAW

r 502 38°44'59.051409''1' 121°4T38.097356"V 2034926.912 6620438.859 63.878 SMAW

503 38°44'57.574605" 121°45'56.676260"V 2034797.042 6628473.624 45.312 #5 Rebar wI AI Cap ANDREGG CONlROL POINf 503I

504- 38°44'43.804565''1' 121°43'46.143455"V 2033432.763 6638818.372 34.985 SMAWr505 38°44'08.234974"1' 121°49'42.733714"V 2029765.789 6610575.103 72.301 SMAW

506 38°44'09.273345''1' 121°47'49.370751 "V 2029889.335 6619557.048 68.477 SMAW

r 507- 38°44'04.758144" 121°44'00.662084"V 2029479.375 6637679.751 42.007 SMAW

5r~ 38°44'05.120415'1 121°42'07.480270"V 2029604.568 6646647.356 32.894 SMAWI

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5(,,, 38°43'11.331707'1 121°51'23.456 I80"V 2023996.142 6602603.560 95.653 SMAW

r510 38°43'18.042319" 121°49'35.478302"V 2024689.313 6611159.669 84.145 2"BrassCap Stamped ANDREGG SURVEY CONlROL PT. 109

511 38°43'12.932087" 121°45'52.093435"V 2024212.193 6628864.103 69.437 #5 Rebar wI AI Cap ANDREGG CONTROL POINT 511

512 38°43'11.431893'1 121 0 42'10.431592"V 202411 1.9II 6646431.464 37.223 #5 Rebar wI AI Cap ANDREGG CONTROL POINT 512

513* 38°42'22.381351'1 121°51 '57.795725"V 2019039.488 6599889.400 101.224 SMAWI

38°42'20.375547" 121°43'40.689438"V514 2018924.592 6639293.886 36.685 SMAW

515 38°42'23.200554"1' 121°41'48.757456"V 2019238.449 6648165.438 49.543 #5 Rebar wI AI Cap A!~DREGG CONrROL POINT 515

517 38°41'32.784005"1- 121°49'48.958604"V 2014039.215 6610111.252 91.875 SMAW

518 38°41 '31.236461 '1' 121°45'54.089833"\\ 2013924.126 6628732.487 53.658 SMAW

519 38°41'29.4 I4492"l' 121°43'06,483204"V 2013777.576 6642021.281 51.585 #5 Rebar wI AI Cap A."mREGG CONTROL POINf 515

520- 38°40'40.552162'1' 121°52'07.028971 "V 2008737.235 6599172.404 112.070 SMAW

521 38°40'40.730332"1- 121°50'22.931509"V 2008768.506 6607427.103 98.603 SMAW Destroyed Photo 1D@NW Cor. End of Stop &r @NW \nIX

522- 38°40'39. 173810"l' 121°47'46.803453"V 2008635.838 6619808.096 70.751 SMAW

523 38°40'37.951926"1- 121°44'02.990747"V 2008558.017 6637556.437 42.374 SMAW

524- 38°40'36.029617"1- 121°40'20.481497"V 2008421.229 6655201.806 35.040 SMAW

525 38°39'47.988598"1- 121°50'21.857156"V 2003433.236 6607521.725 88.979 SMAW

526 38°38'55.151121"1- 121°49'17.807428"V 1998097.611 6612612.278 77.658 SMAW

527* 38°39'46.763327'" 121°45'55.755413"V 2003355.167 6628627.709 60.582 SMAW

528 38°39'43.414831 "1- 121°42'36.068238"V 2003062.134 6644466.878 33.007 #5 Rebar wI AI Cap ANDREGG CONTROL POINT 528

S"'A 38°39'00.869726'1' 121°48'09.760327"V 1998687.269 6618009.240 72.468 SMAW...

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5/23/00ANDREGG INC

CACHE CREEK - YOLO CO. PHOTO CONTROL ..illig-liitMaEjgUm••«.gMiliHORIZONTAL DATUM=NAD83(CA-HPGN-1999.5) Zone 2 - US Survey Feet

VERTICAL DATUM=NAV088Based on Preliminary Published NGS Values for GPS Project 1478

PROJECT CF=O.9999392755 - POINT DESCRIPTIONS

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STATION LATITUDE (cp) LONGITUDE (1) NORTHING EASTING LEV.(h DESCRIPTION

530 38°39'07.331591'1' 121°45'56.048128"V 1999366.153 6628614.782 66.928 SMAW

531 38°38'57.268809'1' 121°43'43.668624"'" 1998377.407 6639119.051 37.415 SMAW

532 38°39'41.585085'11 121°40'11.073845"'" 2002916.281 6655967.839 26.271 #5 Rebar wI AI Cap ANDREGG CONlROL POINT 532

533 38°41'29.659169"J1 121°40'25.144170"" 2013845.108 6654812.578 49.494 115 Rebar wI AI Cap ANDREGG CONlROL POINT 533

CHURCH" 38°39'48.004250'1' 121°48'09.056930"'" 2003455.571 6618054.679 79.170 2y""YoloCo. Disk CHURCH 1999

FERRY·· 38°40'32.005920'11 121°37'49.179060"'" 2008060.221 6667201.595 39.760 NOS PID JS2338

FORDRM2· 38°43'33.234260'1' 121°43'47.390710"'" 2026293.483 6638740.785 57.580 NOS PID DY0254

HPGN0308· 38°43'01.996850'1' 121°48'07.540290"" 2023080.371 6618132.233 78.020 NOS PIO 154668

HPGN03DG 38°38'27.436000'11 121°45'39.594630"'" 1995333.676 6629930.599 79.170 NOS PID AC9223

KEATON" 38°42'33.521580'11 121°53'11.081560"'" 2020158.539 6594078.870 117.590 2"Yol0 Co. Disk

LC26· 38°44'55.127039'1' 121°43'11.113551"V 2034586.569 6641590.001 31.987 USGS BM LC 26 1952 31

LC50 38°38'47.110335'1' 121°39'58.687567"'" 1997409.168 6656970.503 32.246 USGS BM LC 50 195230

LC51 38°38'51.796513'11 121°42'37.577357"V 1997840.001 6644363.819 32.298 USGSBMLCSI195230

LIBRARY·· 38°40'44.183360'1' 121°46'28.099400"V 2009157.348 6626047.944 65.390 2Y.,"YoloCo. Disk LIBRARY 1999

~. ""ISNAZ 38°40'54.923295'1' 121°58'02.259750"'" 2010165.609 6571002.733 151.603 NGS PID 1S2368'-P Iv,I·· 38°40'38.143620"JI 121°42'34.076130"'" 2008599.052 6644607.183 33.660 NOS PID JS2344

YOLO 38°43'38.002383'11 121°48'22.810352"V 2026720.136 6616914.253 87.751 USC&GS MON YOLO 1959

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*=Elevation values augmented by spirit leveling** = Constrained to NGS GPS Project 1478 Preliminary Values

Page 2

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5/23/00ANDREGG INC

CACHE CREEK - YOLO CO. PHOTO CONTROL ~illtifjtii§lIO$"'iAQliijili''66jlt'

HORIZONTAL DATUM=NAD83(CA-HPGN-1999.5) Zone 2 - US Survey FeetVERTICAL DATUM=NAV088

Based on Preliminary Published NGS Values for GPS Project 1478STANDARD ERRORS (a) at 95% PROJECT CF=O.9999392755

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STATION LATITUDE (lp) lper LONGITUDE (l) ler NORTHING EASTING ELEV.(h) her

107- 38°40'58.097764"N 0.024 121°52'02.314966"W 0.020 2010512.715 6599543.624 112.489 0.019

108- 38°41'19.962273"N 0.018 121°51'57.397479"W 0.015 2012725.131 6599930.282 114.653 0.018

Ill- 3S042'05.747682"N 0.017 121°51'46.320383"W 0.014 2017358.158 6600801.551 104.556 0.014

116R 38°40'49.688664''N 0.038 121°55'05.889542"W 0.028 2009644.869 6584988.262 131.801 0.108

122 38°42'34.193066"N 0.051 121°57'39.118848''W 0.036 2020208.616 6572833.337 161.277 0.135

381R 38°42'35.307081"N 0.016 121°47'01.844082"W 0.014 2020392.259 6623345.359 62.222 0.046

382R 38°42'33.237716"N 0.016 121°44'26.497206"W 0.013 2020215.130 6635659.129 42.109 0.051

501 38°44'59.814983"N 0.042 121°49'15.335755"W 0.043 2034987.893 6612735.666 62.836 0.117

502 38°44'59.051409"N 0.020 121°47'38.097356"W 0.019 2034926.972 6620438.859 63.878 0.073

503 38°44'57.574605"N 0.023 121°45'56.676260"W 0.019 2034797.042 6628473.624 45.312 0.066

504- 38°44'43.804565"N 0.013 121°43'46.143455"W 0.012 2033432.763 6638818.372 34.985 0.012

505 38°44'08.234974"N 0.028 121°49'42.733714"W 0.030 2029765.789 6610575.103 72.301 0.079

506 38°44'09.273345"N 0.018 121 °47'49.370751 lOW 0.017 2029889.335 6619557.048 68.477 0.060

507- 38°44'04.758144"N 0.013 121°44'OO.662084"W 0.011 2029479.375 6637679.751 42.007 0.008

508 38°44'05.720415"N 0.014 121°42'07.480270"W 0.013 2029604.568 6646647.356 32.894 0.042

509 38°43'11.337707"N 0.023 121°51'23.456180"W 0.024 2023996.142 6602603.560 95.653 0.060

510 38°43'18.042319"N 0.025 121°49'35.478302"W 0.027 2024689.313 6611159.669 84.145 0.069

511 38°43'12.932087"N 0.034 121°45'52.093435"W 0.028 2024212.193 6628864.103 69.437 0.090

512 38°43'11.431893"N 0.021 121°42'10.431592"W 0.021 2024111.911 6646431.464 37.223 0.058

513- 38°42'22.381351"N 0.019 121 °51'57.795725"W 0.Ql5 2019039.488 6599889.400 101.224 0.014

514 38°42'20.375547"N 0.012 121°43'40.689438"W 0.011 2018924.592 6639293.886 36.685 0.044

515 38°42'23.200554"N 0.016 121°41'48.757456"W 0.016 2019238.449 6648165.438 49.543 0.050

517 38°41 '32.784005"N 0.024 121°49'48.958604"W 0.021 2014039.215 6610111.252 91.875 0.060

518 38°4I'31.236461"N 0.016 121°45'54.089833"W 0.Ql5 2013924.126 6628732.487 53.658 0.047

519 38°41 '29.414492"N 0.013 12 I°43'06. 483204"W 0.012 2013777.576 6642021.281 51.585 0.043

520- 38°40'40.5521 62"N 0.022 121°52'07.028971"W 0.019 2008737.235 6599172.404 112.070 0.019

521 38°40'40.730332"N 0.025 121°50'22.931 509"W 0.020 2008768.506 6607427.103 98.603 0.053

522- 38°40'39.173810"N 0.017 121°47'46.803453"W 0.015 2008635.838 6619808.096 70.751 0.010

523 38°40'37.951926"N 0.014 121°44'02.990747"W 0.013 2008558.077 6637556.437 42.374 0.045

524- 38°40'36.029617"N 0.0\5 121°40'20.48 I497"W 0.012 2008421.229 6655201.806 35.040 0.018

525 38°39'47.988598"N 0.022 121°50'21.857156"W 0.019 2003433.236 6607521.725 88.979 0.055

526 38°38'55.151121"N 0.023 121°49'1 7.807428"W 0.020 1998097.611 6612612.278 77.658 0.061

527- 38°39'46.763327"N 0.022 121°45'55.755413"W 0.018 2003355.167 6628627.709 60.582 0.013

528 38°39'43.414831"N 0.015 121°42'36.068238"W 0.013 2003062.134 6644466.878 33.007 0.042

529 38°39'00.869726"N 0.025 121 °48'09.760327"W 0.022 1998687.269 6618009.240 72.468 0.062

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HORIZONTAL DATUM=NAD83(CA-HPGN-1999.5) Zone 2 - US Survey FeetVERTICAL DATUM=NAV088

Based on Preliminary Published NGS Values for GPS Project 1478STANDARD ERRORS (<J) at 95% PROJECT CF=O.9999392755

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STATION LATITUDE (~) ~er LONGITUDE (1) ler NORTHING EASTING ELEV.(h her

530 38°39'07.331591"N 0.018 121°45'56.048128"W 0.017 1999366.153 6628614.782 66.928 0.021

531 38°38'57.268809"N 0.014 12 I°43'43.668624"W 0.013 1998377.407 6639119.051 37.415 0.045

532 38"39'41.585085"N 0.028 121°40'11.073845"W 0.025 2002916.281 6655967.839 26.271 0.070

533 38°41'29.659169"N 0.023 121°40'25.144170"W 0.024 2013845.108 6654812.578 49.494 0.060

CHURCH·· 38°39'48.004250"N - 121°48'09.056930"W - 2003455.571 6618054.679 79.170 -FERRY·· 38°40'32.005920"N - 121°3749. I79060"W - 2008060.221 6667201.595 39.760 -FORDRM2· 38°43'33.234260"N -- 121°43'47.390710"W - 2026293.483 6638740.785 57.580 -HPGN0308· 38°43'OI.996850"N - 121°48'07.540290"W - 2023080.371 6618132.233 78.020 -HPGN03DG 38°38'27.436000"N -- 121 °45'39.594630"W - 1995333.676 6629930.599 79.170 -KEATON·· 38°42'33.521580"N - 121°53'1 1.081 560"W - 2020158.539 6594078.870 117.590 -.LC26· 38°44'55. I27039"N 0.018 121°43'1 l.l 13551"W 0.015 2034586.569 6641590.001 31.987 0.012

LC50 38°38'47.II0335"N 0.031 121°39'58.68756TW 0.027 1997409.168 6656970.503 32.246 0.085

LC 51 38°38'51.796513"N 0.015 121°42'37.577357"W 0.014 1997840.001 6644363.819 32.298 0.051

LffiRARY·· 38°40'44.183360"N - 121°46'28.0994oo"W - 2009157.348 6626047.944 65.390 -MADISNAZ 38°40'54.923295"N 0.041 121°58'02.259750"W 0.032 2010165.609 6571002.733 151.603 0.137

IP 1031·· 38°40'38.143620"N - 12I°42'34.076130"W - 2008599.052 6644607.183 33.660 -YOLO 38°43'38.002383"N 0.076 121°48'22.810352"W 0.060 2026720.136 6616914.253 87.751 0.170

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NETSum V1.30 by MJBSUMMARY OF TRIMNET ADJUSTMENT RESULTS

Summary of Precisions (PPM) from Trimnet's COVAR.LOG File

CACHE CREEK; WOODLAND; YOLO COUNTY CA

SUMMARY OF COVARIANCESNETWORK =11151_CacheTIME =Tue May 23 08:33:06 2000

Definition of precision (E x S)2 = C2 + p2:Horizontal:

Precision (P) expressed as: PPM·Propagated linear error (E): U.S.

(standard error of adjusted horizontal distance)Scalar (S) on propagated linear error: 1.0000Constant error term (C): 0.0000

Total Number of Stations = 52

ANDREGG INC..,"Mfi".Mat;iAQI,.MiliiP6JiS

Out of 1298 Station Pair Distances @1.960The Average PPM = 0.643 PPM

The Highest PPM = 9.732 PPMThe Lowest PPM = 0.106 PPM

The Following Vectors have the Highest &Lowest PPM:FROM/ AZI~IDTH/ 1.960 DISTANCE/ 1.960TO DELTA H 1.960 DELTA h 1.960

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HOR PREC/3-D PREC

341°37 1 22" 3.37" 3838.397f 0.0732f 9.732 PPM+9.8366f 0.1685f +9.7309f 0.1704f 1: 102755

98°03'30" 0.05" 67052.003f 0.0139f 0.106 PPM-64.4088f 0.1230f -64.7957f O.0143f 1: 9425565

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Summary of Station Standard Errors from Trimnet's CooRDS.LOG File

CACHE CREEK: WOODLAND; YOLO COl~Y CA

COORDINATE ADJUSTMENT SUMMARYNETWORK = lU5l_CacheTIME =Tue May 23 08:32:51 2000

Datum = NAD-83Coordinate System = GeographicTotal Number of Stations = 52

In Units of FEET @1.960

Out of 44 Unconstrained LatitudesThe Average Standard Error in LAT is 0.023052f

The Highest Standard Error in LAT is 0.015111fThe Lowest Standard Error in LAT is 0.012043f

Out of 44 Unconstrained LongitudesThe Average Standard Error in LON is 0.020201f

The Highest Standard Error in LON is 0.059540fThe Lowest Standard Error in LON is 0.011098f

Out of 52 Unconstrained Ellipsoid HeightsThe Average Ellipsoid Height Standard Error is 0.115045f

The Highest Ellipsoid Height Standard Error is 0.195694fThe Lowest Ellipsoid Height Standard Error is 0.099686f

Out of 44 Unconstrained Orthometric HeightsThe Average Orthometric Height Standard Error is 0.054861f

The Highest Orthometric Height Standard Error is 0.170384fThe Lowest Orthometric Height Standard Error is 0.008063f

Out of 52 Geoid Height ObservationsThe Average Adjusted Geoid Ht = -100.510

OBSERVATION ADJUSTMENT (Tau = 3.84)F'l GPS Parameter Group 1 GPS Observations

Azimuth rotation = -0.0426 seconds~eflection in latitude = +0.3510 secondsi Deflection in longitude = +0.0166 secondsl Network scale = 0.999999366178

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Summary of GPS Observations from Trimnet's GPSOBS.TXT File

CACHE CREEK; WOODLAND; YOLO COUNTY CA

NETWORK = 11151_Cache

Total Number of Stations = 52

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Out of 142 GPS VECTOR OBSERVATIONS @ 1 SIGMA

Out of 52 hgoid Observations the Average hgoid Observation = -100.520

The Average gpsaz Observation Standard Error = 0.10780 seesThe Highest gpsaz Observation Standard Error = 0.3492 sees

The Lowest gpsaz Observation Standard Error = 0.0221 sees

The Average gpsht Observation Standard Error = 0.01213 mThe Highest gpsht Observation Standard Error = 0.0467 m

The Lowest gpsht Observation Standard Error = 0.0038 m

The Average gpsds Observation Standard Error = 0.00476 mThe Highest gpsds Observation Standard Error = 0.0157 m

The Lowest gpsds Observation Standard Error = 0.0013 m

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COMPCOMPCOMPDEFLEC99GPS OBSGEOID99

ADJUSTEDGPS OBS

Converge+0 10 13.2+0 10 13.2+0 47 40.9

GP(

Scale0.999934170.999934170.99975012

UnitssFT

MTMT

(m)

(meters)(meters)(meters)(seconds)(meters)(meters)

East6,638,740.782,023,492.238

610,411.262

CLASS I

SUPERSEDED SURVEY CONTROL

*CURRENT SURVEY CONTROL

-12.98

FIRSTFOURTH

38 43 33.23426(N) 121 43 47.39071(W)17.55 (meters) 57.6 (feet)

1999.51-2,620,321. 936-4,237,726.133

3,968,615.5661. 69

-12.98-30.47

North- 2,026,293.48

617,615.489- 4,287,125.645

EPOCH DATEXYZLAPLACE CORRELLIP HEIGHTGEOID HEIGHT-

DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.20Starting Datasheet Retrieval •.•1 National Geodetic Survey, Retrieval Date = MAY 23, 2000AI5046 ••••••••••••••••••••••**••••••••• *•• *••••• **.*•••*••••• *•••• *••• *****••AI5046 DESIGNATION - FORD RM 2AI5046 PID AI5046AI5046 STATE/COUNTY- CA/YOLOAI5046 USGS QUAD GRAYS BEND (1977)AI5046AI5046AI5046AI5046* NAn 83(1998)AI5046* N1WD 88AI5046AI5046AI5046AI5046AI5046AI5046AI5046AI5046AI5046AI5046 HORZ ORDERAI5046 ELLP ORDERAI5046AI5046.The horizontal coordinates were established by GPS observationsAI5046.and adjusted by the National Geodetic Survey in May 2000.AI5046.This is a SPECIAL STATUS position. See SPECIAL STATUS under theAI5046.DATUM ITEM on the data sheet items page.AI5046.The horizontal coordinates are valid at the epoch date displayed above.AI5046.The epoch date for horizontal control is a decimal equivalenceAI5046.of Year/Month/Day.AI5046AI5046.The orthometric height was determined by GPS observations and aAI5046.high-resolution geoid model using precise GPS observation andAI5046.processing techniques.AI5046AI5046.The X, Y, and Z were computed from the position and the ellipsoidal ht.AI5046AI5046.The Laplace correction was computed from DEFLEC99 derived deflections.AI5046AI5046.The ellipsoidal height was determined by GPS observationsAI5046.and is referenced to NAD 83.AI5046AI5046.The geoid height was determined by GEOID99.AI5046AI5046;AI5046;SPC CA 2AI5046;SPC CA 2AI5046;UTM 10AI5046AI5046AI5046AI5046 ELLIP HTAI5046AI5046.Superseded values are not recommended for survey control.AI5046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.AI5046.See file dsdata.txt to determine how the superseded data were derived.AI5046AI5046 MARKER: DD = SURVEY DISK

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AIS046 SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETEAI5046-STAMPING: FORD RM NO 2 1974AI5046-MAGNETIC: N = NO MAGNETIC MATERIALAI5046-STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TOAI5046+STABILITY: SURFACE MOTIONAI5046 SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FORAI5046+SATELLITE: SATELLITE OBSERVATIONS - 1974AI5046AI5046 HISTORY - Date Condition Recov. ByAI5046 HISTORY - 1974 MONUMENTED CADHAI5046AI5046 STATION DESCRIPTIONAI5046AIS046'DESCRIBED BY CA DIV OF HIGHWAYS 1974AI5046'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF KNIGHTS LANDINGAI5046'AND ABOUT 4 MI (6.4 KM) NORTHEAST OF WOODLAND WHERE COUNTY ROAD E8AI5046'CROSSES CACHE CREEK. TO REACH THE STATION FROM THE INTERSECTION OFAI5046'INTERSTATE HIGHWAY 5 AND COUNTY ROAD E8, ROAD 102, GO NORTH ON ROAD E8AI5046'FOR 3.85 MI (6.20 KM) TO A SIDE ROAD RIGHT, A LEVEE ROAD, AND THEAI5046'STATION ON THE RIGHT ALONG THE SOUTH SIDE OF CACHE CREEK. THE STATIONAI5046'IS A CALIFORNIA DEPARTMENT OF HIGHWAYS DISK. IT IS 25.5 M (83.7 FT)AI5046'EAST OF, AND ACROSS ROAD E8 FROM TRIANGULATION STATION FORD 1974, 10.6AI5046'M (34.8 FT) EAST OF THE CENTERLINE OF ROAD E8, 9.8 M (32.2 FT)AI5046' SOUTHEAST OF THE SOUTHEAST END OF A GUARDRAIL ALONG THE EAST SIDE OFAI5046'THE CREEK, 4.15 M (13.62 FT) WEST OF A 6 IN IRON PIPE SUPPORTING THEAI5046'NORTH END OF A GATE LEADING TO THE LEVEE ROAD, 3.6 M (11.8 FT)AI5046'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, 2.6 M (8.5 FT) NORTHOFAI5046'THE CENTERLINE OF THE LEVEE ROAD, SET IN A MASS OF CONCRETE AND ABOUTAIS046'O.6 M (2.0 FT) LOWER THAN THE ROAD.

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5/23/00 7:36 }

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The NGS Data Sheet

) 4 1

ADJUSTEDGPS OBS


Converg.+0 07 28.2+0 07 28.2+0 44 53.5

GP(

Scale0.999941550.999941550.99973366

UnitssFT

MTMT

(m)


East6,618,054.682,017,187.100

604,183.529

CLASS I



-6.72

FIRSTFOURTH

38 39 48.00425(N) 121 48 09.05693(W)24.13 (meters) 79.2 (feet)

1999.51-2,627,986.514-4,238,092.815

3,963,198.8372.31

-6.72-30.78

North- 2,003,455.57

610,654.479- 4,280,097.758


DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.20Starting Datasheet Retrieval.~.

1 National Geodetic Survey, Retrieval Date = MAY 23, 2000AI5055 ***********************************************************************AI5055 DESIGNATION - CHURCHAI5055 PID AIS055AI5055 STATE/COUNTY- CA/YOLOAI5055 USGS QUAD WOODLAND (1991)AI5055AI5055AI5055AI5055* NAD 83(1998)AI5055* NAVD 88AI5055AI5055AISOS5AIS055AI5055AI5055AI5055AI5055AI5055AI5055 HORZ ORDERAI5055 ELLP ORDERAI5055AI5055.The horizontal coordinates were established by GPS observationsAI5055.and adjusted by the National Geodetic Survey in May 2000.AI5055.This is a SPECIAL STATUS position. See SPECIAL STATUS under theAI5055.DATUM ITEM on the data sheet items page.AI5055.The horizontal coordinates are valid at the epoch date displayed above.AI5055.The epoch date for horizontal control is a decimal equivalenceAI5055.of Year/Month/Day.AI5055AI5055.The orthometric height was determined by GPS observations and aAISOS5.high-resolution geoid model using precise GPS observation andAI5055.processing techniques.AI5055AI5055.The X, Y, and Z were computed from the position and the ellipsoidal ht.AI5055AI5055.The Laplace correction was computed from DEFLEC99 derived deflections.AI5055AI5055.The ellipsoidal height was determined by GPS observationsAI5055.and is referenced to NAD 83.AI5055AI5055.The geoid height was determined by GEOID99.AI5055AI5055;AI5055;SPC CA 2AI5055iSPC CA 2AI5055iUTM 10AI5055AI5055AI5055AI5055 ELLIP HTAI5055AI5055.Superseded values are not recommended for survey control.AI5055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.AI5055.See file dsdata.txt to determine how the superseded data were derived.AI5055AI5055 MARKER: DD = SURVEY DISK

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AISOSS SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)AISOSS-STAMPING: CHURCH 1999AISOSS-PROJECTION: FLUSHAISOSS-MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNETAISOSS-STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELLAISOSS-SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FORAISOSS+SATELLITE: SATELLITE OBSERVATIONS - 1999AISOSS ROD/PIPE-DEPTH: 7.3 metersAISOS5-AISOS5 HISTORY - Date Condition Recov. ByAISOS5 HISTORY - 1999 MONUMENTED FRAMEAI50SSAISOS5 STATION DESCRIPTIONAIS055AISOSS'DESCRIBED BY FRAME SURVEYING AND MAPING 1999 (JHF)AISOS5'THE STATION IS LOCATED AT THE INTERSECTION OF GIBSON ROAD AND COUNTYAISOS5 'ROAD 98 IN SOUTHWEST WOODLAND. TO REACH THE STATION FROM THEAISOSS'INTERSECTION OF EAST MAIN STREET, STATE HIGHWAY 16, AND COUNTY ROAD 98AISOSS'IN WEST WOODLAND, GO SOUTH ON ROAD 98 FOR 1.0 MI (1.6 KM) TO THEAIS05S'INTERSECTION OF GIBSON ROAD AND THE STATION ON THE LEFT IN THEAISOSS'NORTHEAST QUADRANT OF THE INTERSECTION ON THE PROPERTY OF THE WOODLANDAIS055'PRESBYTERIAN CHURCH. THE STATION IS A 2 1/2 IN YOLO COUNTY DISK SETAISOSS'INSIDE AN ALUMINUM LOGO CAP. IT IS 18.3 M (60.0 FT) NORTH OF THEAISOSS'CENTERLINE OF GIBSON ROAD, 15.0 M (49.2 FT) EAST OF THE CENTERLINE OFAISOSS'ROAD 98, 6.6 M (21.7 FT) NORTHWEST OF A STOP SIGN, 5.3 M (17.4 FT)AISOSS'SOUTHEAST OF A LIGHT POLE, 0.2 M (0.7 FT) NORTHEAST OF THE NORTHEASTAI50S5'EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND 3 CM BELOW THEAIS05S'LEVEL OF THE GRASS LAWN.

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ADJUSTEDGPS OBS

Converg.+0 04 17.8+0 04 17.8+0 41 47.2

GP(

Scale0.999936010.999936010.99971544

UnitssFT

MTMT

(m)


East6,594,078.872,009,879.259

596,822.231

CLASS I

5.06



FIRSTFOURTH

38 42 33.S2158(N) 121 53 11.08156(W)35.84 (meters) 117.6 (feet)

1999.51-2,632,509.017-4,231,539.2303,967,190.191

1. 635.06

-30.71

North- 2,020,158.54

615,745.554- 4,285,107.835


DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.203tarting Datasheet Retrieval .••1 National Geodetic Survey, Retrieval Date = MAY 23, 2000

AIS06S ••••••••••••••••••••••••••••••••••••• *****.*.*****.********************AIS06S DESIGNATION - KEATONAIS06S PID AIS06SAIS06S STATE/COUNTY- CA/YOLOAIS06S USGS QUAD MADISON (1985)AIS06SAIS06SAIS06SAIS06S· NAD 83(1998)AIS06S* NAVD 88AIS06SAIS06SAIS06SAIS06SAI506SAIS06SAIS06SAIS06SAIS06SAI5065 HORZ ORDERAIS06S ELLP ORDERAIS06SAIS06S.The horizontal coordinates were established by GPS observationsAIS06S.and adjusted by the National Geodetic Survey in May 2000.AIS06S.This is a SPECIAL STATUS position. See SPECIAL STATUS under theAI506S.DATUM ITEM on the data sheet items page.AI506S.The horizontal coordinates are valid at the epoch date displayed above.AIS06S.The epoch date for horizontal control is a decimal equivalenceAIS06S.of Year/Month/Day.AIS06SAI506S.The orthometric height was determined by GPS observations and aAIS06S.high-resolution geoid model using precise GPS observation andAIS06S.processing techniques.AIS06SAIS06S.The X, Y, and Z were computed from the position and the ellipsoidal ht.AIS06SAIS06S.The Laplace correction was computed from DEFLEC99 derived deflections.AIS06SAIS06S.The ellipsoidal height was determined by GPS observationsAIS06S.and is referenced to NAD 83.AI506SAIS06S.The geoid height was determined by GEOID99.AIS065AIS06SiAIS06S;SPC CA 2AIS065;SPC CA 2AIS065;UTM 10AI5065AIS065AIS065AI5065 ELLIP HTAI5065AI506S.Superseded values are not recommended for survey control.AIS06S.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.AI506S.See file dsdata.txt to determine how the superseded data were derived.AI5065AIS06S MARKER: DD = SURVEY DISK

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AIS06S SETTING: 34 = CONCRETE CULVERTAI SO 6S-STAMPING: KEATON 1999AIS06S-MAGNETIC: N ~ NO MAGNETIC MATERIALAIS06S-STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TOAI5065+STABILITY: SURFACE MOTIONAIS06S SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FORAI506S+SATELLITE: SATELLITE OBSERVATIONS - 1999AI5065AIS065 HISTORY - Date Condition Recov. ByAIS065 HISTORY - 1999 MONUMENTED FRAMEAIS06SAIS06S STATION DESCRIPTIONAIS06SAI5065'DESCRIBED BY FRAME SURVEYING AND MAPING 1999 (JHF)AI5065'THE STATION IS LOCATED ABOUT6.3 MI NORTHWEST OF WOODLAND AND ABOUT 5AI5065 'MI .(8.0 KMI NORTHEAST OF WOODLAND. TO REACH THE STATION FROM THEAI5065'INTERSECTION OF MAIN STREET, STATE HIGHWAY 16, AND COUNTY ROAD 98 INAI5065 'WOODLAND, GO WEST ON HIGHWAY 16 FOR 2.8 MI (4.5 KM) WHERE THE ROADAI506S'CURVES LEFT, SOUTHWEST, AND THE INTERSECTION OF ROAD 22, STRAIGHTAI SO 65' AHEAD. CONTINUE WEST ON ROAD 22 FOR 0.8 MI (1. 3 KM) TO AAI5065'T-INTERSECTION, COUNTY ROAD 94B. TURN RIGHT AND GO NORTHEAST ON ROADAI5065'94B FOR 1.9 MI (3.1 KM) TO A SIDE ROAD LEFT, ROAD 19. TURN LEFT ANDAI5065'GO NORTHWEST ON ROAD 19 FOR 1.4 MI (2.3 KM) TO THE STATION ON THEAI5065'RIGHT. THE STATION IS A 2 IN YOLO COUNTY DISK SET IN THE TOP OF AAI5065'CONCRETE CULVERT. IT IS 5.9 M (19.4 FT) NORTH OF THE CENTERLINE OFAI5065'ROAD 19, 1.9 M (6.2 FT) WEST OF THE CENTER OF A 1.5 M (4.9 FT)AI5065'DIAMETER CULVERT, 0.9 M (3.0 FT) SOUTHEAST OF THE NORTHWEST END OF THEAI5065'ANGLED HEADWALL AND 0.8 M (2.6 FT) NORTHWEST OF A CARSONITE WITNESSAI5065'POST.Elapsed Time ~ 00:00:04

5123/007:16 }

r.a Sheet Kcmevl11 ......, ··..-0-· -0-·· ·0' -.

) 4 1

ADJUSTEDGPS OBS


Converg.+0 08 31.9+0 08 31. 9+0 45 57.5

GP(

Scale0.999939600.999939600.99973993

UnitssFT

MTMT

(m)


East6,626,047.952,019,623.453

606,600.326

CLASS I


·CURRENT SURVEY CONTROL

-10.83

FIRSTFOURTH

38 40 44.18336(N) 121 46 28.09940(W)19.93 (meters) 65.4 (feet)

1999.51-2,625,340.159-4,238,455.646

3,964,548.7782.27

-10.83-30.69

North- 2,009,157.35

612,392.384- 4,281,861.722


The NGS Data Sheet

DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.20Starting Datasheet Retrieval •..1 National Geodetic Survey, Retrieval Date = MAY 23, 2000

AI5066 •• ****••••**••• *** ••••**.* •••• *•••••• **.**•••• **** •••• *•• *.****** ••••••AI5066 DESIGNATION - LIBRARYAI5066 PID AI5066AI5066 STATE/COUNTY- CA/YOLOAI5066 USGS QUAD WOODLAND (1991)AI5066AI5066AI5066AI5066· NAD 83(1998)AI5066· NAVD 88AI5066AI5066AI5066AI5066AI5066AI5066AI5066AI5066AI5066AI5066 HORZ ORDERAI5066 ELLP ORDERAI5066AI5066.The horizontal coordinates were established by GPS observationsAI5066.and adjusted by the National Geodetic Survey in May 2000.AI5066.This is a SPECIAL STATUS position. See SPECIAL STATUS under theAI5066.DATUM ITEM on the data sheet items page.AI5066.The horizontal coordinates are valid at the epoch date displayed above.AI5066.The epoch date for horizontal control is a decimal equivalenceAI5066.of Year/Month/Day.AI5066AI5066.The orthometric height was determined by GPS observations and aAI5066.high-resolution geoid model using precise GPS observation andAI5066.processing techniques.AI5066AI5066.The X, Y, and Z were computed from the position and the ellipsoidal ht.AI5066AI5066.The Laplace correction was computed from DEFLEC99 derived deflections.AI5066AI5066.The ellipsoidal height was determined by GPS observationsAI5066.and is referenced to NAD 83.AI5066AI5066.The geoid height was determined by GEOID99.A!5066AI5066iAI5066iSPC CA 2AI5066iSPC CA 2AI5066iUTM 10AI5066AI5066AI5066AI5066 ELLIP HTAI5066AI5066.Superseded values are not recommended for survey control.AI5066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.AI5066.See file dsdata.txt to determine how the superseded data were derived.AI5066AI5066 MARKER: DD = SURVEY DISK

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AI5066 SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)AI5066-STAMPING: LIBRARY 1999AI5066-PROJECTION: FLUSHAI5066-MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNETAIS066-STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELLAIS066-SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FORAI5066+SATELLITE: SATELLITE OBSERVATIONS 1999AI5066 ROD/PIPE-DEPTH: 7.3 metersAI5066-AI5066 HISTORY - Date Condition Recov. ByAIS066 HISTORY - 1999 MONUMENTED FRAMEAIS066AIS066 STATION DESCRIPTIONAI5066AI5066'DESCRIBED BY FRAME SURVEYING AND MAPING 1999 (JHF)AI5066'THE STATION IS LOCATED IN CENTRAL WOODLAND NEAR THE INTERSECTION OFAI5066'NORTH COLLEGE AND COURT STREETS. TO REACH THE STATION FROM THEAI5066'INTERSECTION OF EAST MAIN STREET AND EAST STREET IN DOWNTOWN WOODLANDAI5066'GO WEST ON EAST MAIN STREET FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OFAI5066'NORTH COLLEGE STREET. TURN RIGHT AND GO NORTH ON NORTH COLLEGE STREETAI5066'FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF COURT STREET AND THEAI5066'STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION IN THE ROSEAIS066'GARDEN OF THE WOODLAND LIBRARY. THE STATION IS A 2 1/2 IN YOLO COUNTYAI5066'DISK SET INSIDE AN ALUMINUM LOGO CAP. IT IS ABOUT 45 M (147.6 FT)AI5066'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE LIBRARY, 18.5 M (60.7AI5066'FT) EAST OF THE CENTERLINE OF COLLEGE STREET, 18.2 M (59.7 FT) NORTHAI5066'OF THE CENTERLINE OF COURT STREET, 11.3 M (37.1 FT) NORTH-NORTHEAST OFAI5066'A TRAFFIC SIGNAL POLE WITH STREET LIGHT, 6.4 M (21.0 FT) NORTHEAST OFAI5066'THE NORTHEAST CORNER OF A 0.6 M (2.0 FT) BY 0.8 M (2.6 FT) SIGNALAIS066'CONTROL BOX, 4.0 M (13.1 FT) SOUTH-SOUTHWEST OF THE CENTER OF AAI5066'CIRCULAR CONCRETE WALKWAY, 0.2 M (0.7 FT) SOUTHEAST OF THE EDGE OF THEAI5066'SIDEWALK, ABOUT 3 CM LOWER THAN THE SIDEWALK AND FLUSH WITH THE GROUNDAI5066'SURFACE.Elapsed Time = 00:00:08

5/23/00 7:22 I

~t1 Sheet Kctncval!

The NGS Data Sheet

ADJUSTEDGPS OBS

Converg.+0 09 02.5+0 09 02.5+0 46 25.5


Scale0.999944480.999944480.99974318

UnitssFT

MTMT

GP ( ) 4 1121 45 39.58989(W) AD(1991.35) 1

GP(1991.35) 4 2


East6,629,930.602,020,806.888

607,829.290

CLASS I



FIRSTFOURTH

38 38 27.43600(N) 121 45 39.59463(W)24.13 (meters) 79.2 (feet)

1999.51-2,625,731. 623-4,241,315.311

3,961,258.6342.26

-6.75-30.82

-6.75 (m)38 38 27.43299(N)

-6.49 (m)

North- 1,995,333.68

608,178.921- 4,277,662.227


ELLIP HTNAD 83(1992)ELLIP HT


1 National Geodetic Survey, Retrieval Date = MAY 23, 2000AC9223 ***********************************************************************AC9223 DESIGNATION - HPGN D CA 03 DGAC9223 PID AC9223AC9223 STATE/COUNTY- CA/YOLOAC9223 USGS QUAD WOODLAND (1991)AC9223AC9223AC9223AC9223* NAD 83(1998)AC9223* NAVD 88AC9223AC9223AC9223AC9223AC9223AC9223AC9223AC9223AC9223AC9223 HORZ ORDERAC9223 ELLP ORDERAC9223AC9223.The horizontal coordinates were established by GPS observationsAC9223.and adjusted by the National Geodetic Survey in May 2000.AC9223.This is a SPECIAL STATUS position. See SPECIAL STATUS under theAC9223.DATUM ITEM on the data sheet items page.AC9223.The horizontal coordinates are valid at the epoch date displayed above.AC9223.The epoch date for horizontal control is a decimal equivalenceAC9223.of Year/Month/Day.AC9223AC9223.The orthometric height was determined by GPS observations and aAC9223.high-resolution geoid model using precise GPS observation andAC9223.processing techniques.AC9223AC9223.The X, Y, and Z were computed from the position and the ellipsoidal ht.AC9223AC9223.The Laplace correction was computed from DEFLEC99 derived deflections.AC9223AC9223.The ellipsoidal height was determined by GPS observationsAC9223.and is referenced to NAD 83.AC9223AC9223.The geoid height was determined by GEOID99.AC9223AC9223iAC9223iSPC CA 2AC9223iSPC CA 2AC9223iUTM 10AC9223AC9223AC9223AC9223AC9223AC9223AC9223AC9223.Superseded values are not recommended for survey control.AC9223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.AC9223.See file dsdata.txt to determine how the superseded data were derived.

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"II!!! Sheet Kelneval,

llIIa"r"· ••••••.••0-........-0.... .. • Q. • ..

Recov. ByCADTFRAME

STATION DESCRIPTION

STATION RECOVERY (1999)

- Date Condition- 1994 MONUMENTED

19990719 GOOD

HISTORYHISTORYHISTORY

AC9223AC9223 MARKER: DD = SURVEY DISKAC9223-SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)AC9223-STAMPING: CA-HPGN-DENSIFICATION STA. 03-DG 1994AC9223-PROJECTION: FLUSHAC9223-MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNETAC9223-STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELLAC9223-SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FORAC9223+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999AC9223 ROD/PIPE-DEPTH: 4 metersAC9223AC9223AC9223AC9223AC9223AC9223AC9223AC9223'DESCRIBED BY CALTRANS 1994 (JCB)AC9223'THE STATION IS LOCATED AT THE STATE HIGHWAY 113/ROAD 25A INTERCHANGE,AC9223'ABOUT 7 MI (11.3 KM) NORTH OF DAVIS AND 3 MI (4.8 KM) SOUTH OFAC9223 'WOODLAND. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATEAC9223'HIGHWAY 5 AND STATE HIGHWAY 113 (SOUTH) IN WOODLAND, GO SOUTH ONAC9223'HIGHWAY 113 FOR 2.9 MI (4.7 KM) TO THE ROAD 25A OFF-RAMP. TAKE THEAC9223'OFF-RAMP SOUTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH ROAD 25A.AC9223'TURN LEFT AND GO EAST ON ROAD 25A FOR ABOUT 225 FT (68.6 M) TO THEAC9223'STATION ON THE RIGHT. THE STATION IS A SURVEY DISK ENCASED IN PVCAC9223'PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 190.5 FTAC9223, (58.1 M) WEST OF THE WEST END OF THE SOUTH CONCRETE BRIDGE RAILING OFAC9223'THE ROAD 25A OVERCROSSING, 61.5 FT (18.7 M) WEST OF AN OVERSIDE DRAINAC9223'PIPE, 30.3 FT (9.2 M) SOUTH OF THE CENTERLINE OF ROAD 25A, 9.5 FT (2.9AC9223 'M) SOUTHEAST OF THE WEST END OF THE METAL GUARD RAIL ON THE SOUTH SIDEAC9223'OF ROAD 25A, 7.5 FT (2.3 M) SOUTH OF THE GUARD RAIL, 3.0 FT (0.9 M)AC9223'NORTH OF A CARSONITE WITNESS POST AND LEVEL WITH ROAD 25A. THISAC9223'STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATIONAC9223 'SURVEY.AC9223AC9223AC9223AC9223'RECOVERY NOTE BY FRAME SURVEYING AND MAPING 1999 (JHF)AC9223'RECOVERED AS DESCRIBED.

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The NGS Data Sheet

ADJUSTEDGPS OBS

Converg.+0 13 59.0+0 13 59.0+0 51 21.7


Grid Az275 28 50.6274 51 27.9

Scale0.999940010.999940010.99977481

UnitssFT

MTMT


East6,667,201.602,032,167.111

619,144.587

CLASS 0 (See Below)CLASS I


38 40 32.00592(N) 121 37 49.17906(W)12.12 (meters) 39.8 (feet)

Primary Azimuth MarkFERRY AZ MKFERRY AZ MK

1999.51-2,614,788.678-4,245,241. 728

3,964,250.8140.18

-18.54-30.59

FIRSTSECONDFOURTH

North- 2,008,060.22

612,057.979- 4,281,663.844


HORZ ORDERVERT ORDERELLP ORDER

DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.203tarting Datasheet Retrieval.:.1 National Geodetic Survey, Retrieval Date = MAY 23, 2000

JS2338 ***********************************************************************JS2338 DESIGNATION - FERRYJS2338 PID JS2338JS2338 STATE/COUNTY- CA/YOLOJS2338 USGS QUAD GRAYS BEND (1977)JS2338JS2338JS2338JS2338* NAD 83(1998)JS2338* NAVD 88JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338.The horizontal coordinates were established by GPS observationsJS2338.and adjusted by the National Geodetic Survey in May 2000.JS2338.This is a SPECIAL STATUS position. See SPECIAL STATUS under theJS2338.DATUM ITEM on the data sheet items page.JS2338.The horizontal coordinates are valid at the epoch date displayed above.JS2338.The epoch date for horizontal control is a decimal equivalenceJS2338.of Year/Month/Day.JS2338JS2338.The orthometric height was determined by GPS observations and aJS2338.high-resolution geoid model using precise GPS observation andJS2338.processing techniques.JS2338.The vertical order pertains to the superseded datum.JS2338JS2338.The X, Y, and Z were computed from the position and the ellipsoidal ht.JS2338JS2338.The Laplace correction was computed from DEFLEC99 derived deflections.JS2338JS2338.The ellipsoidal height was determined by GPS observationsJS2338.and is referenced to NAD 83.JS2338JS2338.The geoid height was determined by GEOID99.JS2338JS2338;JS2338;SPC CA 2JS2338;SPC CA 2JS2338;UTM 10JS2338JS2338:JS2338:SPC CA 2JS2338:UTM 10JS2338JS2338 1---------------------------------------------------------------------1JS2338I prD Reference Object Distance Geod. Az IJS2338I dddmmss.s I

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5123/00 7:34 }

'f Sheet Reuie\'a! ...-1"' •• ..~·_--o- .. -.;t••

AD (1991. 35) 1GP (1991. 35) 4 2AD(1991.35) 2AD(1984.00) 2AD( ) 2ADJ UNCH 2 0

49.17908 (W)49.18295(W)45.32300(W)38.01 (f)

Recov. ByCGSCGSCGSNGSCADTNGSCADTFRAME

121 37 49.17370(W)

121 37121 37121 37

STATION DESCRIPTION


ConditionMONUMENTEDGOODGOODGOODGOODGOODGOODGOOD

32.00301(N)-18.40 (m)

32.00757(N)31. 99652 (N)32.33300(N)11. 586 (m)

38 40

38 4038 4038 40

- Date- 1959- 1959- 1968- 1970- 1976- 1976- 19931221- 19990719

HISTORYHISTORYHISTORYHISTORYHISTORYHISTORYHISTORYHISTORYHISTORY

MAD 83(1992)ELLIP HTNAD 83(1992)NAD 83(1986)NAD 27NGVD 29

JS23381 JS2339 FERRY RM 2 28.225 METERS 24146JS2338I FERRY AZ MK 2754249.6JS2338I JS2337 FERRY RM 1 23.549 METERS 34154 IJS2338 1---------------------------------------------------------------------1JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338.Superseded values are not recommended for survey control.JS2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.JS2338.See file dsdata.txt to determine how the superseded data were derived.JS2338JS2338 MARKER: OS = TRIANGULATION STATION DISKJS2338-SETTING: 7 = SET IN TOP OF CONCRETE MONUMENTJS2338-STAMPING: FERRY 1959JS2338-MAGNETIC: N = NO MAGNETIC MATERIALJS2338-STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TOJS2338+STABILITY: SURFACE MOTIONJS2338 SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FORJS2338+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338JS2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)JS2338'THE STATION IS LOCATED ON THE WEST BANK OF THE SACRAMENTO RIVERJS2338'NEAR THE ELKHORN FERRY LANDING. IT IS, AIRLINE, ABOUT 7-1/2JS2338'MILES NORTHWEST OF BRYTE AND 7-1/2 MILES EAST OF WOODLAND.JS2338'JS2338'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16, 99W AND 40 ATJS2338'THE EAST EDGE OF WOODLAND, GO EAST ON STATE HIGHWAY 16 FOR 7.3JS2338'MILES TO SIGN ELKHORN FERRY, AT A T-ROAD LEFT. TURN LEFT ANDJS2338'GO 0.1 MILE TO STATION.JS2338'JS2338'THE STATION MARK IS A STANDARD DISK STAMPED FERRY 1959, SET INJS2338'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT SET FLUSH WITHJS2338'THE GROUND. IT IS 18.2 FEET WEST OF A METAL WITNESS POST, 57.0JS2338'FEET WEST OF THE CENTER LINE OF A HARD-SURFACED ROAD, 56 FEETJS2338'NORTH OF A POWER POLE AND 54 YARDS NORTH OF THE APPROACH TOJS2338'THE FERRY LANDING.JS2338'JS2338'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FERRY NO 1JS2338'1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THATJS2338'PROJECTS 2 INCHES. IT IS 2 FEET EAST OF A POWER POLE, 48 FEETJS2338'EAST OF THE CENTER LINE OF THE HARD-SURFACED ROAD AND ABOUT 1JS2338'FOOT HIGHER THAN THE STATION.JS2338' .JS2338'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FERRY NO

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JS2338'2 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENTJS2338 'THAT PROJECTS 2 INCHES. IT IS 3 FEET WEST OF A 2-RAIL FENCE,JS2338'22 FEET WEST OF THE CENTER LINE OF THE HARD-SURFACED ROAD, 56.5JS2338'FEET NORTH OF RAILROAD CROSSING SIGN 8-B 9.4 AND ABOUT 1-1/2JS2338'FEET HIGHER THAN THE STATION.JS2338'JS2338'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FERRY 1959, SET INJS2338'CEMENT IN THE TOP OF A 6-INCH PIPE THAT PROJECTS 3-1/2 FEETJS2338'ABOVE GROUND. IT IS 2 FEET NORTH OF THE WEST GATEPOST OF AJS2338'LEVEE-ROAD GATE, 11 FEET WEST OF THE CENTER LINE OF THE LEVEEJS2338'ROAD AND 59 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 16.JS2338 'TO REACH FROM THE STATION, GO SOUTHWEST ON PAVED ROAD FOR 0.1JS2338'MILE TO STATE HIGHWAY 16. TURN RIGHT AND GO NORTHWEST AND WESTJS2338'ON THE HIGHWAY FOR 0.5 MILE TO GATE AND AZIMUTH MARK ON THEJS2338 'LEFT.JS2338JS2338 STATION RECOVERY (1959)JS2338JS2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959JS2338'7.8 MI E FROM WOODLAND.JS2338' ABOUT 0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROMJS2338'THE STATION AT WOODLAND, THENCE 7.55 MILES EAST ALONG STATEJS2338'HIGHWAY 16, IN THE PARKING LOT AT THE ELKHORN FERRY LANDING, 54JS2338'YARDS NORTH OF THE CENTER OF THE DRIVE LEADING TO THE FERRY, 49JS2338'FEET EAST OF THE EAST EDGE OF AN ASPHALT DRIVE NORTH, 56 FEETJS2338'NORTH OF A TELEPHONE POLE THAT IS NEAR THE CENTER OF THE PARKINGJS2338 'AREA, 18.2 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THANJS2338'THE DRIVE AND IN THE TOP OF A POST ABOUT 0.1 FOOT UNDERGROUND.JS2338 .JS2338 STATION RECOVERY (1968)JS2338JS2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RAe)JS2338'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOODJS2338 'CONDITION.JS2338'JS2338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THIS STATIONJS2338'IS ABOUT 7-1/2 MILES NORTHWEST OF BRYTE AND 7-1/2 MILES EAST OFJS2338 'WOODLAND.JS2338JS2338 STATION RECOVERY (1970)JS2338JS2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS)JS2338 'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2JS2338'WERE RECOVERED IN GOOD CONDITION AND THE 1959 DESCRIPTION ISJS2338 'ADEQUATE.JS2338JS2338 STATION RECOVERY (1976)JS2338JS2338'RECOVERY NOTE BY CALTRANS 1976 (DRG)JS2338'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION ASJS2338 'DESCRIBED. THE DIRECTION TO RM 1 DIFFERED THE 1959 DATA BY 2 MINUTESJS2338'AND 5 SECONDS. THE DIRECTION TO THE AZ MK DIFFERED THE 1959 DATA BYJS2338'22.1 SECONDS. THE DISTANCES CHECKED PREVIOUS DATA. A COMPLETEJS2338'DESCRIPTION FOLLOWS.JS2338'JS2338'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF WOODLAND AND ABOUT 7.5JS233S'MILES NORTHWEST OF BRYTE ON THE WEST BANK OF THE SACRAMENTO RIVER.JS2338'JS2338'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WOODLAND, GO EAST ONJS2338'COURT STREET 0.3 MILE TO EAST STREET (HWY 113), TURN RIGHT ON EASTJS2338'STREET AND GO SOUTH 0.1 MILE TO EAST MAIN STREET (HWY 16), TURN LEFTJS2338'ON EAST MAIN STREET AND GO EAST 6.7 MILES TO AZ MK ON RIGHT, CONTINUEJS2338'EAST 0.6 MILES TO CO RD 117, TURN LEFT AND GO 0.1 MILE TO TOP OF

5/23/00 7:34 ~

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JS2338 'SACRAMENTO RIVER LEVEE AND STATION ON RIGHT.JS2338'JS2338'STATION IS A STANDARD DISK STAMPED---FERRY 1959---SET IN 10-INCHJS2338'SQUARE CONCRETE POST FLUSH WITH GROUND, 3.6 FEET WEST OF METAL WITNESSJS2338 'POST, 59 FEET EAST OF-CENTERLINE OF THE ROAD.JS2338'JS2338'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED---FERRY NO 1 1959---SETJS2338'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 0.2 FOOT, 48.5 FEET EASTJS2338'OF CENTERLINE OF ROAD AND 1.0 FOOT HIGHER THAN THE STATION.JS2338'JS2338'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED---FERRY NO 2 1959---SETJS2338'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 0.2 FOOT, 2.7 FEET WESTJS2338'OF A 2-RAIL FENCE, 26 FEET WEST OF CENTERLINE OF ROAD, 29.2 FEET NORTHJS2338'OF POWER POLE AND 1.7 FEET HIGHER THAN THE STATION.JS2338 'JS2338 'AZIMUTH MARK IS A STANDARD DISK STAMPED---FERRY 1959---SET IN 6-INCHJS2338'PIPE PROJECTING 3.5 FEET, 2.0 FEET NORTH OF WEST GATE POST OF LEVEEJS2338 'ROAD, 11 FEET WEST OF CENTERLINE OF LEVEE ROAD, 57.5 FEET SOUTH OFJS2338'CENTERLINE OF HIGHWAY.JS2338JS2338 STATION RECOVERY (1976)JS2338JS2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976JS2338'RECOVERED IN GOOD CONDITION.JS2338JS2338 STATION RECOVERY (1993)JS2338JS2338'RECOVERY NOTE BY CALTRANS 1993 (JCB)JS2338' THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WEREJS2338 'RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION ISJS2338 'LOCATED ON THE WEST LEVEE OF THE SACRAMENTO RIVER, ABOUT 11 MI (17.7JS2338'KM) NORTHWEST OF SACRAMENTO, 7 MI (11.3 KM) EAST OF WOODLAND AND 2 MIJS2338' (3.2 KM) WEST OF SACRAMENTO INTERNATIONAL AIRPORT. TO REACH THEJS2338'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAYJS2338'113 (SOUTH) IN WOODLAND, GO SOUTH (EAST) ON INTERSTATE 5 FOR 6.4 MIJS2338' (10.3 KM) TO THE ROAD 22 OFF-RAMP. TAKE THE OFF-RAMP EAST AND SOUTHJS2338'FOR 0.2 MI (0.3 KM) TO A T-INTERSECTION WITH ROAD 118. TURN LEFT ANDJS2338'GO EAST ON ROAD 118 FOR 0.5 MI (0.8 KM) TO A T-INTERSECTION WITH OLDJS2338'RIVER ROAD (ROAD 22) . TU&~ LEFT AND GO NORTH ON OLD RIVER ROAD,JS2338'PASSING UNDER INTERSTATE 5, FOR 0.2 MI (0.3 KM) TO A SIDE ROAD RIGHT,JS2338'ROAD 117. TURN RIGHT AND GO EAST AND NORTH ON ROAD 117 FOR 0.1 MIJS2338' (0.2 KM) TO TOP OF THE SACRAMENTO RIVER LEVEE AND THE STATION ON THEJS2338'RIGHT IN A GRAVEL PARKING AREA. THE STATION IS 105.2 FT (32.1 M)JS2338'SOUTH-SOUTHEAST OF A GUYED TELEPHONE POLE ON THE EAST SIDE OF ROADJS2338'117, 55.6 FT (16.9 M) EAST OF THE CENTERLINE OF ROAD 117, 55.5 FTJS2338' (16.9 M) NORTH OF A TELEPHONE POLE NEAR THE CENTER OF THE GRAVEL AREA,JS2338'26.2 FT (8.0 M) NORTH-NORTHWEST OF A SIGN POST WITH NO TRESPASSINGJS2338'SIGN, 18.2 FT (5.5 M) NORTHWEST OF A METAL WITNESS POST WITH SIGN, 3.0JS2338'FT (0.9 M) WEST OF A CARSONITE WITNESS POST, LEVEL WITH ROAD 117 ANDJS2338'RECESSED 0.4 FT (0.1 M) BELOW GROUND. THIS STATION WAS OCCUPIED ASJS2338'PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY.JS2338JS2338 STATION RECOVERY (1999)JS2338JS2338 'RECOVERY NOTE BY FRAME SURVEYING AND MAPING 1999 (JHF)JS2338'THE STATION WAS RECOVERED. THE STATION IS ABOUT 49 M (160.8 FT)JS2338'NORTHEAST OF A RAILROAD TRACK WHERE IT CROSSES ROAD 117.


S/23/00 7:34 J

r Sheet KclllevllJ ........,." .... ···-~···-"-D'" .....~ --- ---

1 2

GEOID99

SCALEDVERTCON

(W)(feet)

(f) ADJ UNCH

Estimated Accuracy(+/- 180 meters Scaled)

149.24

UnitsMT

Recov. ByCGSNGSNGS

(meters)

(m)

(N) 121 58 00.(+/-2cm) 151.8

East2,002,900.

CLASS II (See Below)


STATION DESCRIPTION


ConditionMONUMENTEDGOODGOOD

-30.82

45.487

North612,670.

FIRST

- Date- 1939- 1966- 1987

HISTORYHISTORYHISTORYHISTORY

The NGS Data Sheet

DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.20Starting Datasheet Retrieval.:.1 National Geodetic Survey, Retrieval Date = MAY 23, 2000

JS2368 ***********************************************************************JS2368 DESIGNATION - MADISON AZ MKJS2368 PID JS2368JS2368 . STATE/COUNTY- CAlYOLOJS2368 USGS QUAD MADISON (1985)JS2368JS2368JS2368JS2368* NAn 83(1986)- 38 40 54.JS2368* NAVD 88 46.27JS2368JS2368 GEOID HEIGHTJS2368JS2368 VERT ORDERJS2368JS2368.The horizontal coordinates were scaled from a topographic map and haveJS2368.an estimated accuracy of +/- 6 seconds.JS2368 .JS2368.The NAVD 88 height was computed by applying the VERTCON shift value toJS2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)JS2368.The vertical order pertains to the superseded datum.JS2368JS2368.The geoid height was determined by GEOID99.JS2368JS2368;JS2368;SPC CA 2JS2368JS2368JS2368JS2368 NGVD 29JS2368JS2368.Superseded values are not recommended for survey control.JS2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.JS2368.See file dsdata.txt to determine how the superseded data were derived.JS2368JS2368 MARKER: DZ = AZIMUTH MARK DISKJS2368-SETTING: 7 = SET IN TOP OF CONCRETE MONUMENTJS2368-STAMPING: MADISON 1939JS2368-STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TOJS2368+STABILITY: SURFACE MOTIONJS2368JS2368JS2368JS2368JS2368JS2368JS2368JS2368JS2368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966JS2368'AT MADISON.JS2368'AT MADISON, AT THE NORTHWEST CORNER OF THE JUNCTION OF STATEJS2368'HIGHWAY 16 AND COUNTY ROAD 89, 19 FEET WEST OF THE CENTER LINEJS2368'OF THE ROAD, 68 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,JS2368'37 FEET SOUTH OF TELEPHONE POLE 161/9-27144 WITH A GUY WIRE,JS2368'13 FEET NORTHWEST OF THE NORTH END OF THE WEST HEAD WALL OFJS2368'CULVERT 89-10.5, 2 FEET NORTHWEST OF A POST BEARING A MADISONJS2368'SIGN, 3.0 FEET WEST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS

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JS2368'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETEJS2368'POST FLUSH WITH THE GROUND.JS2368JS2368JS2368JS2368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987JS2368'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.JS2368'FEET NORTHWEST OF A POST BEARING A (MADISON) SIGN, AND 3.0JS2368'OF A FENCE. NOTE--THE MARK IS LEANING TO THE WEST, BUT ISJS2368 'PLACE AND SHOWS NO SIGN OF BEING HIT.

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5123/00 7:32 J

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,

The NGS Data Sheet

ADJUSTEDGPS OBS

Converge+0 07 29.2+0 07 29.2+0 44 57.6


Scale0.999935120.999935120.99973355

UnitssFT

MTMT

121 48 07.52772(W) AD(1984.00) 1121 48 07.53476(W) AD(1991.35) B

GP (1991. 35) 4 2


East6,618,132.262,017,210.747

604,142.027

CLASS I



38 43 01.98811(N)38 43 01.99380(N)

-6.67 (m)

38 43 01.99654(N) 121 48 07.53996(W)23.78 (meters) 78.0 (feet)

ATHIRD

1998.50-2,625,984.684-4,234,934.051

3,967,867.8652.46

-6.87-30.58

North- 2,023,080.34

616,636.120- 4,286,078.078


NAD 83(1986)NAD 83(1992)ELLIP HT


1 National Geodetic Survey, Retrieval Date = MAY 23, 2000JS4668 ***********************************************************************JS4668 FBN This is a Federal Base Network Control Station.JS4668 DESIGNATION - HPGN CA 03 08JS4668 PID JS4668JS4668 STATE/COUNTY- CA/YOLOJS4668 USGS QUAD WOODLAND (1991)JS4668JS4668JS4668JS4668* NAD 83(1998)JS4668* NAVD 88JS4668JS4668JS4668JS4668JS4668JS4668JS4668JS4668JS4668JS4668 HORZ ORDERJS4668 ELLP ORDERJS4668JS4668.ITRF positions are available for this station.JS4668.The horizontal coordinates were established by GPS observationsJS4668.and adjusted by the National Geodetic survey in April 2000.JS4668.This is a SPECIAL STATUS position. See SPECIAL STATUS under theJS4668.DATUM ITEM on the data sheet items page.JS4668.The horizontal coordinates are valid at the epoch date displayed above.JS4668.The epoch date for horizontal control is a decimal equivalenceJS4668.of Year/Month/Day.JS4668JS4668.The orthometric height was determined by GPS observations and aJS4668.high-resolution geoid model using precise GPS observation andJS4668.processing techniques.JS4668JS4668.The X, Y, and Z were computed from the position and the ellipsoidal ht.JS4668JS4668.The Laplace correction was computed from DEFLEC99 derived deflections.JS4668JS4668.The ellipsoidal height was determined by GPS observationsJS4668.and is referenced to NAD 83.JS4668JS4668.The geoid height was determined by GEOID99.JS4668JS4668iJS4668iSPC CA 2JS4668iSPC CA 2JS4668iUTM 10JS4668JS4668JS4668JS4668JS4668JS4668JS4668JS4668.Superseded values are not recommended for survey control.

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5123/00 7:29 ;

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Recov. ByCADTNGSCADTCADTNGSCADTNGSFRAME

STATION DESCRIPTION




- Date Condition- 1991 MONUMENTED- 19910522 GOOD- 19930608 GOOD- 19940120 GOOD- 19940127 GOOD- 19960514 GOOD- 19980507 GOOD- 19990719 GOOD

HISTORYHISTORYHISTORYHISTORYHISTORYHISTORYHISTORYHISTORYHISTORY

JS4668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.JS4668.See file dsdata.txt to determine how the superseded data were derived.JS4668JS4668 MARKER: DO ; SURVEY DISKJS4668:SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)JS4668 STAMPING: HPGN-CALIF. STA.03-08 1991JS4668-PROJECTION: FLUSHJS4668-MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNETJS4668-STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELLJS4668-SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FORJS4668+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999JS4668 ROD/PIPE-DEPTH: 9 metersJS4668JS4668JS4668JS4668JS4668JS4668JS4668JS4668JS4668JS4668JS4668JS4668JS4668JS4668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991JS4668'THE STATION IS ABOUT 2 MI (3.2 KM) NORTHWEST OF WOODLAND AT THEJS4668'INTERSECTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 16 (COUNTYJS4668'ROAD E 7).JS4668'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 16 AT THEJS4668'OVERPASS OF HIGHWAY 5, GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO THEJS4668'STATION ON THE RIGHT IN THE SOUTHWEST END OF THE INTERCHANGE.JS4668'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUMJS4668'ACCESS COVER. LOCATED 148.6 FT (45.3 M) SOUTH-SOUTHWEST OF THEJS4668'CENTERLINE OF THE SOUTHBOUND EXIT RAMP OF HIGHWAY 5, 62.8 FTJS4668' (19.1 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 16, 52.1 FT (15.9 M)JS4668'NORTHEAST OF THE CENTERLINE OF A PAVED ROAD LEADING NORTH, 5.9 FTJS4668' (1.8 M) SOUTHEAST OF THE END OF A BARBED WIRE FENCE AND 3.0 FTJS4668' (0.9 M) SOUTHEAST OF A WITNESS POST.JS4668'THERE ARE TWO POSSIBILITIES FOR BENCH MARK TIES. STATION YOLO WASJS4668'RECOVERED AT THE SOUTHEAST END OF THE STEEL TRUSS RAILROAD BRIDGEJS4668'OVER CACHE CREEK. IT IS ABOUT 0.5 MI (0.8 KM) NORTH OF THE STATIONJS4668'0308. BENCH MARK N 644 WAS ALSO RECOVERED ABOUT 0.6 MI (1.0 KM)JS4668'SOUTHEAST OF STATION.JS4668JS4668JS4668JS4668'RECOVERY NOTE BY CALTRANS 1993JS4668'RECOVERED IN GOOD CONDITION.JS4668JS4668JS4668JS4668'RECOVERY NOTE BY CALTRANS 1994 (JCB)JS4668'RECOVERED AS DESCRIBED.JS4668JS4668JS4668JS4668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)JS4668'THE STATION IS LOCATED ABOUT 3 KM (1.9 MI) NORTHEAST OF WOODLAND ATJS4668'THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 16 (COUNTYJS4668'ROAD E-7). OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TOJS4668'R~CH FROM THE OVERPASS OF STATE HIGHWAY 16 OVER INTERSTATE HIGHWAY 5,JS4668'GO SOUTm~EST ON HIGHWAY 16 FOR 0.25 KM (0.16 MI) TO THE STATION ON THE

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JS4668'RIGHT. STATION MARK IS A CADT SURVEY DISK ATOP AN ALUMINUM ALLOY RODJS4668'ENCASED IN A PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITHJS4668'THE GROUND. IT IS 19.1 M (62.7 FT) NORTHWEST OF, AND LEVEL WITH, THEJS4668'CENTER OF HWY 16, 45.3 M (148.6 FT) SOUTH-SOUTHWEST OF THE CENTER OFJS4668'THE SOUTHBOUND EXIT RAMP .OF 1-5,. 15.9 M (52.2 FT) NORTHEAST OF THEJS4668'CENTER OF A PAVED ROAD LEADING NORTH, 1.8 M (5.9 FT) SOUTHEAST OF THEJS4668'END OF A BARBED WIRE FENCE, AND 0.9 M (3.0 FT) SOUTHEAST OF A WITNESSJS4668 'POST.JS4668JS4668 STATION RECOVERY (1996)JS4668JS4668'RECOVERY NOTE BY CALTRANS 1996 (JDD)JS4668'RECOVERED AS DESCRIBED.JS4668JS4668 STATION RECOVERY (1998)JS4668JS4668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)JS4668'RECOVERED AS DESCRIBED.JS4668JS4668 STATION RECOVERY (1999)JS4668JS4668'RECOVERY NOTE BY FRAME SURVEYING AND MAPING 1999 (JHF)JS4668'RECOVERED AS DESCRIBED.


S/23/00 7:29 ,.

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AYRESASSOCIATES LETTER OF TRANSMITTAL

Dato: June 1, 2000

Ae: Cache Creek Mapping

To: Jeff Harris

U.S. Army Corps of Engineers

Sacramento District

1325 J Street

Sacramento, CA 95814-2922

Project No.: 32-0134.06

X Enclosed Under Separate Covor Via

No. ofCooies Oescriotioo

1 GPS Ground Control Report for Lower Cache Creek, Woodland Area, CA

2 Black and white contact prints (Full sels, 7 flight lines, 123 exposures per set)

1 Draft flight line index

,

Sont 10 you lor the lollol'ling roason:

For Approval

For Your Use

X For Review and Comment

Remarks:

Review Completed

Not Reviewed

Revise and Resubmit

Relumed

Enclosed are the ground control report and contact prints for the Lower Cache Creek mappingproject. A drafl flight line index is also included for reference. A detailed aerial photo index isbeing compiled in digital format and will follow with the mapping and digital ortho photography.These deliverables are submitted in accordance with the submittal requirements specified in theScope of Work titled "Photogrammetric and Ground Control Surveys for Lower Cache Creek,Woodland Area. CA," dated 25 February 2000. Please give me a call if you have anyquestions.

~copy to: Signed:----------------- SCOttA:H09flr; -";:E".~~-----

Project Manager, Hydraulic Engineering

d:"'4>rojeclS\320134.06(cache creek mapping)\r::Ol'lespoodence\halliS_06O1OO_cache creek control.docEngineers!ScientislSlSurveyors 32-0134.023665JFK ParkWay. Bldg. 2, Suite 200, P.O. Box 270460. Fort Collins. CO 80527, (970) 223-5556. FAX (970) 223·5578 Page 1 of I

DRAFT FLIGHT LINE INDEX FOR LOWER CACHE CREEK, WOODLAND AREA, CA1" =833' Negative Scale60 % F.O.L. 30 % S.O.I.6" Camera wI F.M.C.7 Lines/123 Exposures

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Documents

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