ii abbrviations - dpw.lacounty.gov

25
COU NTY OF LOS ANGELES' ROAD. DEPARTMENT PRECISE BENCH MARK LIST HIGH VISTA QUAD (LANCASTER EAST) 1968 ADJUSTMENT NGVD29 DATUM

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COU NTY OF LOS ANGELES'

ROAD. DEPARTMENT

PRECISE

BENCH MARK LIST

HIGH VISTA QUAD

(LANCASTER EAST)

1968 ADJUSTMENT

NGVD29 DATUM

PREFACE

The R 0 a d Departrre nt level net is composed of more than 1,000 miles of levels

supporting in excess of 10,000 bench marks. In 1964-65, a major readjustment of thenet was undertaken. To emphasize the complete break with previous elevationS, theSY, SG & SL series bench marks have been re-Iabeled BY, BG & BL, respectively.

To facilitate the adjustment, indexing, and distribution of adjusted values of the net,the County territory was divided into 31 quads or areas. For identification purposes

each quad was given a name, viz., "Rosemead," "La Mirada," "Santa Fe," etc. When

bench marks and elevations in the Road Department net are used, the name of thequad in which the bench mark is located and the date of the adjustment of the eleva-tion must be included in the bench mark description, e.g.,

BG 1887 --L+BN IN CONC HDWL OF DRAIN PIPE UNDER DR 218 FTNE +18 FT SE CIL INT GRAND AVE +CAMERON AVE MKD (BM)(COVINA --1965) ELEV. 696.238

It is expected that this general adjustment will, for the most part, remain sound for

the next 8 to 12 years. As new Circuits are completed, however, re-adjustment of

individual quads may become advisable. It is expected that these subséquent ad-

justments wil be in the nature of a few hundredths of a foot. When a quad is re-

adjusted, new elevation lists wil be published and the dat e of the re-adjustment

wil replace the" 1965" at the end of the bench mark description. Two bench marks

in the same quad with different adjustment dates will not normally join each other.Since all adjustments taper out to nothing at the periphery of the quad, any bench markin one quad wil join any bench mark in another quad regardless of their respectiveadjustment dates.

The basic accuracy of the net is reflected by an indicated field probable error 0 fplus or minus 0.012 foot per mile of leveling as determined from 298 conditions of

closure. However, many years experience in vertical control in the great erLosAngeles basin and Antelope Valley indicate that because of varying degrees ofsubsidence and heaving, the true datum is recovered only by obtaining substantialagreement of a number of bench marks.

The users of this net are invited to assist in its maintenance by notifying this De-

partment of cases of obliteration, appare nt mistakes in descriptions or elevations,and proven disturbance of bench marks.

DA TUM: U. S. Coast and Geodetic Survey Sea Level Datumof 1929, through the medium of the Los AngelesCounty Engineer Precise Level Net, 1963 Adjust-ment.

.II ABBRVIATIONS~ ABT - - - - - - - Abutment

II ALG - - - - - - - Along

USED IN BENCH MAK LISTINGS

.-I,

I-.

.~G PT - - - - - - Angle Point

Bjli - - - - - - - Back of Walk

BCR - - - - - - - Begining of Curb Return

BC - - - - - - - - Beginnin of Curve

BLDG - - - - - -' - Building

EM - - - - - - - - Bench Mark

BT SPK - - - - - - Boat or Bolt Spike

BR CAP - - - - - - Brass or Bronze Cap

C B - - - - - - - Catch Basin

CTR - - - - - - - Center

__ CIL - - - - - - - Center Line

," CIL INT - - - - - Center Line Intersection

-._ ' COE - - - - - - - Corps of Enineers

Ii'~;'

,ì. . =~~ ~ ~ ~ ~ ~ ~ ~ ::eo;r Drivew

I. OOR - - - - - - - End of Cub Retur

I

CIL PROD - - - - - Center Line Produced

CONC - - - - - - - Concrete

COR - - - - - - - Corner

CUtV - ~ - - - - - Culvert

eBi''':'!' - - - - - - Curb

CS "ON",,. - - - - - County Engineer Monument

as~. CA - - - - County Engineer Brass Cap

C'1 SPK - - - - - - Cut Spike

ii.__...... .

EC - - - - - - - End of Curve

ENT - - - - - - Entrance

FL - - - - - - - Floor

FTG - - - - - - Footin

FlW - - - - - - Front of \valk

GAR - - - - - - Garage

HD - - - - - - Headwall

HSE - - - - - - House

INT - - - - - - Intersection

IP - - - - - - - Iron Pipe

LT - - - - - - - Left

LACE - - - - - - L. A. City Engineer

LACS - - - - - - L. A. Couty Engineer

LAFC - - - - - - L. A. Co. Flood Control

L+BN - - - - - - Lead and Bench Nail

L+BR - - - - - - Lead and Brad

L+N - - - - - - Lead and Nail

L+RDm-i TAG - - - Lead and Road Dept. BenchMark Tag

L+SPK - - - - - Lead and Spike

L+T - - - - - - Lead and Tack

MCR - - - - - - Middle of Curb Retur

MKD - - - - - - Maked

MC - - - - - - - Middle of Curve

MaN - - - - -' - Monument

Nlo - - - - - - North of

NR - - - - - - - Near

Ii-lI.I

t

ABBRVIATIONS USED IN BENCH MA LISTINGS 0 0 0 CONTINUD

OFF - - - - - - - - Opposite

PI - - - - - - - - Point of Intersection

PK+i-¡ - - - - - - - PK Nail and vlasher

p/L - - - - - - - - Property Line

POST - - - - - - - Point on Sem-Tangent

PP - - - - - - - - Power Pole

PVM - - - - - - - Pavement

PROD - - - - - - - Produced

RD - - - - - - - - Road

RDBM - - - - - - - Road Dept. Bench Mark

RR - - - - - - - - Railroad

RT - - - - - - - - Right

RlW - - - - - - - - Right of Way

SDM - - - - - - - Storm Drain Manole

SMH - - - - - - - - Sewer Manole

SPK - - - - - - - - Spike

ST+W - - - - - - - Spike Tin and Washer

slo - - - - - - - - South of

TP - - - - - - - - Telephone Pole

USC+G - - - - - - U. S. Coast and Geodetic slUeY

USGS - - - - - - - U. S. Geological Survey

. WI - - - - - - - - Walk

wlo - - - - - - - - West of

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SEP 1969

QUAD-YEAR

BASELINE(1965 )

BASELINE( 1965)

BASEL INE(1965 )

BASEL IHE(965)BASELINE

l 1965)BASELINE

(1965)BASELINE0965)

BAS EL INE(1965 )

BASELINE0965)

BASEL tNE(1965 )

BASELINEn 965 )

BASELINE( 1965 )

BASELINË( 1965 )

LOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

ELEVOEseR I P T ION

(INCLUDE QUAD AND YEAR IN DESCRIPTION)

2526.911 es MON IN WELL a C/tlNl~M + 90TH ST E MKD(SEe COR 31 32 5 6 T6tUWflOW)2496.469 CS MON IN WEll a elL INTAVE l+ 90THST""E MKD

(T7N RIOW, SEe COR 29,30,31y321

2473.471 CS MON 30IN ON m eii INT AVE K+ 90TH ST E MKD(T7N RIOW SEe 19 20 29 30)

2454.755 CS MON 30IN ON a ell INT AVE J-8 + 90TH ST E MKO(RIOW T7N 1/4 SEe 19 20J

2450.188 l+T N END 1ST STEP OF PORCH OF HSE NO 4423390THSTE 100FT weii + lOOOFT SAVE J

2444.163 l+T NR SE EDGE CONe BASE NR CTROF GAS PUMP ISL60FT weii 90TH ST E + 60FT N eii AVE J

2442.427 es MON lSIN ON ~ eii INT 90TH ST E + AVE J MKO(T7N RIOW SEe COR 1817 19 20)

2432.291 l+T NR E EDGE CONe PORCH HSE NO 44709 90TH ST E79FT W C/l + 2200FT NAVE J 6FT N OF SEDGEPORCH

2426.043 es MON ZOIN ON ~ C/L INT 90TH $T E + AVE 1-8 MKO(114 SEe 17 18 T7N RIOW)

2413.455 CS MON 12IN ON welL INT 90TH ST E + AVE I MKO(RiOW T7N COR SEe 7,8,17,18)

2393.618 CS MON m C/L INT AVE H + 90TH 5T E MKD (RION T7NCOR SEe 5 67 8)

2395.076 ROBM TAG él CTR OF OLD CONe BASE OF MTR MOUNT40FT weii 90THST E + 100fT N C/L AVE H

2355.341 L+T eONC FOUNDATION OF WATER TOWER 6FT 14 + 1.5FTN OF SE COR ø NW COR 90TH STE + AVE F 45FT N +95FT welL INT MKD (SLÐM)

es MON 12IN ON âl elL INT 90TH 5T E + AVE F MKD(SEC COR 30 293132 RIOWT8N)(EEOGE)L+T 1ST STEP OF CONe PORCH OF APT UNIT NO47205 a THE NW COR 90TH ST E + AVE F-8 140FT W+ 70FT NeIL INT

2365.634 2IN IP WITH CONe PLUG + BT SPK m elL INT 90THST E + AVE F-8

2373.497 es HON IN WELL 1SIN ON a eii INT 90THST E + AVEG MKD (SECeOR 31 32 ~5 RIOW T8N T7N)

2374.836 RD MON IN WELL WITH CONe COLLAR ~ SE COR 90TH5T E + AVE G 30FT E + 40FT se/LINT .

2385.796 2IN IP IN CONe WITH BR CAP ON elL AVE G-8 30FTW .C/l90TH ST E MKD (we mSEe6 R10W T7N)

2451.549 RDBM TAG CONe LID OF FLAT JUNCTION BOX 250FT PIelL lOOTH ST E + 36FT N eii AVE J

2448.649 l+T 2IN ON ~ eii INT AVE J + IOOTH ST E

BASELINE 2354.983(1965)

BASELINE 2366.329(1965 )

BASELINE(1965 )

BAS ELINE(i 965)

BASEL INE(1965 )

BASEL INE( 1965)

HI VISTA(1968 )

HI VISTA(1968)

HI VISTA(1968 )

2466.663 ROBM TAG CONC PUMP BASE (OLD) 60FT welL lOOTHST E + 130fT N eii AVE J-B

PAGE I

BM NUMBER

Bt 24óA

ai 254A

Bl 263A

Bl 266A

Bl 269A

Bl 270A

BL 271A

Bl 273A

8L 274A

BL 278A

BL 286A

aL 287A

ai 433A

BL 434A

Bl 435A

Bl 436A

Bl 437A

BL 438A

Bt 439A

BL 545

aL 546

Bl 547

SEP 1969

BASELINE 2584.501( 1965)

HI VISTA 2581.226(1968)

HI VISTA 2578.449(1968)

c HI ~ISTA 2561.850(1968 )

HI VISTA 2551.764(1968 )

HI VISTA 2538.863( 1968 )

HI VISTA 2534.117U 968 )

HI VISTA 2526.032( 1968 )

(,.HI VISTA 2516.755

(1968 )BASELINE 2443.302

(1965 )

HI VISTA 2461.978(1968 )

Hivi STA 2458.810(1968 )

LHI ,VISTA 2452.914

(1968 )HI VISTA 2454.039

( 1968)

iOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

DESCRIPTION(INCLUDE QUAD AND YEAR IN DESCRIPTION)

es MON 14IN ON æ eii INT lOOTH ST E + AVE J-8MKO (1/4 SEe COR 20-21 R-I0-W T-7-N)

CS MON 121 N ON ~ eii INT lOOTH ST E + AVE K MKD(T7N R10W 20-21-28-29 SEe COR)

l+T eONC PORCHTa HSE NO 9861 40FT N + 45FT Well INT lOOTH ~T E + AVE K

es MON (S EDGE )IN WEll 18H~ ON ~ eii INTAVE K+ 95TH ST E PROP MKD (i/4eOR 20 29 T7N RIDN)

USGS MON IN TOP OF 6IN CONe POST FLUSH 26FT EelL 180TH STE (DIRT RD) 32FT se1lAVE fA (DIRTRD) 60FT SE WHITE eONe SIGN POST MKg tisie1929 RESET 1941)

eSBM MON 6 iNUP 30FT N eii AVE M + 34FT weii175TH ST E 39FT SW 21N IP WITH es TAG 121N UPMKO (8M 106-89 1959)

eSBM MON 6IN UP ON SW COR AVE M + l70TH ST E124FT S + 23FT wellINT MKD (8M 106~90 1959)

CSMON IN WEll lOIN ON ON eii l70TH ST E a DIRTRO (AVE l-8) TO lINDA MIA RANeH NO 42200 41FT NEPP 423645EMKD (114 COR 33 34 T1NR9W)

CS MON IN WEll lOIN ON a eii INT 170THST E +AVE L (DIRT) 64fT Sf PP 423633E MKO (SEe eOR 3334 27 28 R9W T1N)

USGS MON 611' UP 27FT S eii AVE K-8 + 250FT Weii 110TH ST E 7FT SW PP 423619E MKD (LS 171929)eSBM MON 6INUP 19FT S eii AVE 1(-8 + O.5MI W170THST E MKO (BM 106-94 1959)eSBM MON 6INUP 18FT weii 160TH $T E + 550FT NAVE K-83FT 5 PP 423723E MKD (BM 106-95 1959)

eSBM MON 6IN UP 23FT N eii AVE K + 205fT weii160THST E5FT NPP 423712E MKD (8M 106-96 1959)eS6M MaN 6IN UP 23FT N eii AVE K+ 16FT E eii155TH 5T E 5FT N PP K7746Y 74FT SE WATER WEllSHAfT MKD (BM 106"'911959)

e5BM MON 6IN UP 11FT E eii 1S0TH ST E + 83FT Neii AVE K 10FT S PP 274145£ MKD (BM 106-98 1959)

eSBM MON 4IN UP NR sweOR EDISON PIUTE SUB5TA45FT N eii AVE J + 40FT E eii 90TH5T E MKO(8M 107-24 1961)

RD BR eAP MON INWEiiw/eOVER 5FT E PP NO K8333Y30FT N eii AVE J + 195FT welL l05TH ST E (RROP'2IN I P WITNESS 3FT UP 2FT N

RD8R CAP MON IN WEll wleOVER 5FT W PP NO K8335Y30FT Neii AVE J + 200FT E eii l05TH ~T E (PROP)2IN IP WITNESS 3FT UP 2FT N

es MON l5IN DN ~ eii INTAVE J + llOTH ST E MKD(15 16 21 22 T7N RIOW)

RD MON IN WEll W/COVER 12FT N eii AVE J + 30FTE eii 110TH ST E 2IN IP WITNESS 3FT UP 2FT S

PAGE 2

8M NUMB ER

Bl 548

ai 549

Bl 550

ai 552

Bl 1064

ai 1065

ai 1066

ai 1067

8l 1068

ai 1069

Bl 1070

ai 1071

Bl 1072

Bl 1073

ai 1074

Bl 1075A

ai 1076

ai 1077

Bl 1078

ai 1079

SEP 1969

r-'QUAD-YEAR

HI VISTA

( 1968 )

HI VISTA(1968)

HI VISTA(1968 )

HI VISTAU 968 )

(- HI V I ST A( i 968 )

HI VISTA0968 )

HI VISTA(t968)

HI VISTA(1968)

HI VISTA

(~~;( 1968)

HI VISTA

(1968)

HI VISTA( 1968 )

HI VISTA(1968 )

HI VISTA(968)HI VISTAn 968)

( HI VISTA\"....

( 1968 )

HI VISTA(1968 )

HI VISTA(1968 )

HI VISTA(1968 )

UHI VISTA

(1968 )

iOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

DESCRIPTIONElEV (INCLUDE QUAD AND YEAR IN DESCRIPTION)

2459.807 RD MON IN WEll W/COVER 4FT E PP NO 918158E 30FTN C/l AVE J + 105FT W C/L 115TH ST E (PROP) 2INIP WITNESS 3FT UP 2FT N

2458.176 RD MON IN WELL W/COVER 4fT W PP NO 918590E 30fTN C/L AVE J + 190FT E elL 115TH ST E (PROP) 2INIP WITNES53fT UP 2fT N

2459.460 RD MON IN WELL 13FT E PP NO 918598E 30FT N C/LAVE J + 66FT W C/L 120TH ST E (PROP) 2IN IPWITNESS 3fT UP 2FT N

2457.777 RD MON IN WELL W/COVER 5fT W PP NO 1048308E30FT N C/l AVE J + 195FT E C/L 120TH ST E (PROP)2IN I P WITNESS 3FT UP 2fT N

2462.418 RD MON IN WELL WICOVER 7FT E PP NO 1014830E30FT N CIL AVE J + 180FT W CIL 125TH ST E 2IN IPWITNESS 3FT UP 2fT N

2463.261 RD MON IN WELL W/COVER 1FT W PP NO 1014861E 30FTN Cll AVE J + 145FT E C/l 125TH ST E 2IN IP MKR3FT UP 2FT N

2465.890 RD MON IN WELL W/COVER 5fT WPP NO 409086E 20FTN eii AVE J + 210FT weii 130TH ST E 2 IN IPWITNESS 3fT UP 2FT N

2465.912 es MON IN WELL ø elL INT AVE J + 130TH ST E MKD(13 1423 24 T7N RIOW)

2473.666 CS MON IN WELL æ C/L INT AVE J + 135TH ST E MKO(114 COR 1324 T7N RIOW)

2471.334 RD MaN IN WELL w/eOV£R 5FT NE PP NO 1014874£35FT N C/l AVE J+ 360fT E 135TH ST E 21M IPWITNESS 3FT UP 2FT N

2484.368 es MON IN WELL ã) C/l 1NTAVE J + 140THST E MKGt 13 24 18 19 T7N RIOW R9W)

2487.319 eS6M MON 6IN UP 35FT weii 140TH ST £ + 90FT NC/l AVE J MKD (8M 106-102 1959)

2488.655 CSBM MON 6IN UP 39FT S C/l AVE J NR C/L 145TH STE 57FT S PP 390499£ MKD fBM 106-101 1959)

2490.861 eSBM MON 6IN UP 18FT E C/L 150TH 5T E + 39FT SC/L AVE J MKO(BM 106-100 1959)

2503.861 CSBM HON 6INUP 19FT E elL 150TH ST E æ DIRT RDO.5Ml 'N AVE K 4FT E PP 951510E MKD (8M 106-991959)

2516.465 L+T SE eOR OF 3fT SO CONC SLAB 52FT W C/l l50THST E + 140FT N C/L AVE K

2529.639 RDBM MON IN WEll W/COVER 35fT E C/l 150TH 5T E+ 100FT N ell AVE K-8 (UNIMPROVED) 2IN IPWITNESS 3fT UP 2FT E

2530.993 ROBM MON IN WELL w/eOVER 35FT E C/l 150TH ST E+ 100FT S eii AVE K-8 (UNIMPROVED) 2IN IPWITNESS 3FT UP 2fT E

2548.232 ROBM MON IN WEll WICOVER 35fT E ell 150TH ST E+ 100FT N elL AVE L (UNIMPROVED) 21N IP WITNESS3FT UP 2FT E

PAGE 3

BM NUMBER

Bl 1080

ai 1081

ai 1082

ai 1083

ai 1084-

BL 1085

ai 1086

Bl 1087

Bt 1088

BL 1089

Bt 1090

aL 1091

ai 1092

aL 1093

BL 1094

ai 1095

ai 1096

SL 1091

BL 1098

()

(-

lJ

( ,7

G

2547.300 CS MON IN WELL m eii INT l50TH ST E + AVE L MKD(SEe COR 29 30 31 32 T7N R9W)

2560. 820es MON IN WEll m elL INT 150TH ST E + AVE i-gMKO (114 COR 31 32 T1N R9W)

2575.451 es MON IN WELL BIN DN ~ elL INT AVE M + 150TH STE MKO (SEe COR 31 32 5 6 T6N T1N R9W)

2576.140 ROBM MON IN WEll ~ SE COR AVE M + 150TH 5T E193FT 5 + 28FT E eii INT 21M IP MKR 3fT UP 2fT N

2469.195 es MON IN WELL 12IH ON ~ eii INT 140THST E +PROP AVE I-B 105FT S PP l014890E MKD( 1/4 COR 1318 R9W T1N)

2469.061 eSBM MON 6IN UP 32FT welL 140TH ST E + 690FT NAVE I-B 4FT S PP l0148B2E MKO (BM 106-103 1959)

2459.261 es MON IN WEll 2lIN ON a elL INT 140TH ST E +FUT AVE I ,.1KD (SEe COR 1213 1118 RIOWT1N)

2449.596 CS MON IN WEll 9IN ON ~ eii INT 140THST E + AVEH-8 225FT S OF S SIDE PROD HSE 45615 MKO U/4COR 12 7 RIOW R9WT7N)

2442.024 CSBM MON 6IN UP m NW COR 140TH 5T E + AVE H 33FTW + 68FT NeIL INT MKG (BM 106-106 1959)

2440.539 CS MON IN WEll 20IN ON 4l eii INT 140THST E +AVE H MKD t SEe COR 16 12 7 RIOW R9W T7N)

2449.226 es MON IN WEll 211N ON ON eii 140TH 5T E 10FT SelL AVE G-8 65FT SE PP 767471E + 80FT SW PP878100E MKD (1/4 COR i 6 RIOWR9WT7N)

2451.499 eS8M MON 6IN UP ON NW COR 140TH ST E + AVE G60FT W + 32FT NeIL INT MKD (8M 106-1081959)

2450.146 es MON IN WELL 2411\ ON ~ eii INT l40TH ST E +AVE G MKD (SEe COR 36 ~l 16 ~7N T8N R9WRI0W)

2460.671 eSBM MON 6IN UP 49FT E eii 140TH ST E + 31FT NelLFUT AVE F MKO (BM 106-110 1959)

2458.204 CS MON IN WELL lOIN ON ~ elL INT 140TH ST E +FUT AVE F 71FT NW 21N IP + PLUG bIN UP MKD (SEeCOR 25 30 31 36 RIOW R9W T8N)

2424.362 eSBM MON 6IN UP 48FT welL 140TH5T E + 31FT Neii AVE E MKD (BM L06~112 1959)

2424.3ul es MON IN WELL bIN ON ~ elL INT 140TH 5T E + AVEE MKD (SEe COR 19 24 25 30 KIOV R9W T8N)

2312.023 eS8M MON bIN UP 32FT S C/L AVE E + 13FT W C/L135TH ST E 14FT S PP 759331E MKD (BM 106-1131959)

HI VISTA 2367.657 eS8M MON bIN UP 29FT S C/l AVE E + 36FT welL(1968) 130TH ST E 33FT W PP 759325E MKD (8M 106-114

1959)HI VISTA 2363.345 C5 MON IN WEll 14IN ON a elL INT AVE E + 125TH(1968) ST E 22FT N PP 441562E MKD (1/4 COR 23 26RI0W

TaN)

HrVISTA 2351.813 eSBM NON 6IN UP 23FT 1' elL AVE E + 196fT weii(1968) 120TH ST E 3FT E PP 390066E MKD (BM 106-116

1959)

SEP 1969

QUAD-YEAR

HI VISTAn 968 )

HI VISTA( 1968 )

BASELINE( 1965)

BASELINE(1965)

HI VISTA(1968 )

HI VI STA(i 9(8)

HI VISTA( 1968 )

HI VISTA( 1968 )

HI VISTA(1968 )

HI VISTA( 1968 )

HI VISTA(I968)

HI VISTA( 1968) .

HI VISTA( 1968 )

HI VISTA(1968 )

HI VISTA(19M3 )

HI VISTAf1968)

HI VISTAU 968)

HI VISTAn 968 )

LOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

ElEVDESCRIPTION

(INCLUDE QUAD AND YEAR IN DESCRIPTION)

PAGE 4

BM NUMB ER

Bl 1099

Bl 1101

Bl 1102

BL 1103

Bl 1141

ai 1142

aL 1143

BL 1144

Bl 1145

BL 1146

aL 1147

BL 114B

ai 1149

BL 1151

BL 1152

Bl 1154

Bl 1155

ai 1156

Bl 1157

ai 1158

Bl 1159

('

r'

CJ

(

u

SEP 1969

QUAD-YEAR

iOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

ElEVDESCRIPTION

(INCLUDE QUAD AND YEAR IN DESCRIPTION)

PAGE 5

BM NUMBER

Bl 1160

Bl 1161

Bl 1162

ai 1163

Bl 1164

Bl l165A

aL 1161A

ai llb8A

ßl 1169A

Bl 1170A

Bl 1111A

Bl 1172A

Bl 1173A

Bl l114A

ai 1115A

Bl 1117A

HI VISTA 2362.028 eSSM HON 6INUP 28FT N elL AVE E + 259FT WC/Ll 19(8) 115THST E 51FT E eTR DIRT RD TO HSE 11337 4FT N

PP 390054E MKD (8M 106'-1111959)

HI VISTA 2356.838 eS8M MON 6IN UP 24FT N eii AVE E + 48FT E elL(1968) 110TH ST E 3FT N PP 38l243E MKD (BM 106-118

1959)HIYISTA 2353.381 esaM MON 6IN UP 25FT seii AVE E + 38FT E C/L(1968) 105TH ST E 3FT S PP 3S1231E MKD (8M 106-119

1959)HI VISTA 2349.639 eS8M MON 6IN UP 48FT N elL AVE E + 22FT E elL(1968) iOOTH ST E 14FT S TP K2318Y MKD (BM 106-120

1959)HI VISTA 2343.915

( 1968 )

BAS El INE( i 965 )

eSBM HON bIN UP 21FT S eii AVE E + 210FT weii95THST E MKD (8M 106-121 1959)

2342.906 eS8M MON 6IN UP 32FT E C/l 90TH 5T E + 46fT SelL AVE E 7fT Sf PP 538296E MKD (BM 106-1221959)

2347.985 RoaM lAG eONC FOOlING OF SUPPORT æ NWCOR HAYSHED 50FT E C/l90TH ST 'E + 50FT S CFlAVEE-8

2356.764 eSBM HON 2IN UP 30FT N eii AVE F + 17FT E C/l90TH ST E MKD (Bf.i 116-61961)

2366.411 eSBM MON 2IN UP 80fT N eii AVE F~8 + 30fT E eii90TH 5T E MKD (BM 116-5 1961) .

2375.914 CSBM MON 2IN UP 27FT welL 90TH ST E + 70FT SelL AVE G MKD IBM 116-4 1961)

2385.411 eS8M MON 4IN UP 80FT E elL 90THST E + 20FT SelL AVE G-8 25FT W PP 951530£ MKD (BM 116-319(1)

2396.705 esaM MON 4IN UP 35FT N + 115FT E eii INTAVE H+90THST E MKD (8M 116-2 19(1)

2404.074 CSBM MON 31N UP 30FT E eii 90TH 5T E + 155FT Nell AVE H-8 MKD (BM 116-1 1961)

2414.984 eS8M MON 4IN UP 68FT WC/l 90TH ST E + 30FT Seii .AVE 12FT E PP 955491E MKD (BM 107-2619(1)

2425.699 eS8M MON 4IN UP 35fT E eii 90TH ST E + 550FT NAVE I-83FT E PP 711405E MKD (8M 107-25 19(1)

BASELINE 2456.666 eS8H MON 4IN UP 90FT weii 90TH 5T E + 29FT S(1965) eii AVE J-a 1FT N OF N PIL GLENDALE AUTO PARTS

YO MKD (8M 107-23 19(1) .

eS8M MON 27FT weii 90THST E + 60FT S elL AVE K BL2FT W TP K9248YMKD (BM101-22 19611eS8M MON 31N UP 33FT E eii 90TH ST E + 45FT 5C/l AVE 1(-8 3FT E PP 771366E MKG (aM 107-2119(1)

BASELINE( 1965 )

BASELINE( 1965)

BASELINE(1965)

BASEL I NEn 965 )

BASELINE(1965 )

BASEL INE(1965)

BASEL INE(1965)

BASELINE09(5)BASELINEn 9(5)

BASELINE 2475.491( 19(5)

BASELINE 2490.521(1965 )

1178A

Bl 1179A

BASELINE 2498.235 CSBM MON 60FT weii 90TH ST E + 30FT S eii AVE L Bl(1965) 3FT S PP 800334E MKD (BM 107-20 19(1)

BASELINE 2513.401 CSBM HON 34FT E C/l 90TH ST E + 35FT N elL AVE Bl(1965) l-8 3FT S PP 771347E MKD (BM 107-19 1961)

1lBOA

llSlA

('

(~'

C')

(

u

SEP 1969

QUAD-YEAR

iOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

ElEVDES C R IP T ION

(INCLUDE QUAD AND YEAR IN DESCRIPTION)

BASELINE 2526.141 CSBM MON 4IN UP 36FT N CLL AVE M . 36FT E CLL(19651 90TH 5T E MKD (aM 107-181961)

BASELINE 2530.176 CS MON IN WELL 36lN DN ~ C/L INTAVE M .. FUT(1965) 95TH ST E MKD (114 COR 325 T6NT7N RlON)

BASELINE 2533.031 CSBM MON4IN UP 38FT SCll AVE M . 89FT E Cll(1965) . 95TH 5T E 8ET PP 1001560E .. 1001561E MKD (8M

122-1 1961) 2INI P MKR 3FT UP 2FTN

CS MON 8IN ON IN WEll w C/lINTAVE M . 100THE MKD (SEC COR 32 33 54 T6NT1N RIOW)

2541.484 CSBM MON 4IN UP ã) SE COR AVE M .. lOOTH 5T E 26FTS .. 15FT E C/l INT MKO (8M 122-2 1961) 2IN IPMKR 3fT UP 2fT N

BASELINE 2541.132 eSBMMON 4IN UP á) SE COR AVE M .. L05T1I ST E 66fT(19651 E .. 28FT S C/l INT MKD (8M 122-3 19611 21M LP

MKR 3FT UP 2FT N

BASELINE 2550.037 CSBM MON 4IN UP ã) SE COR AVE M .. 110TH ST E 48FT(1965) 5 . 52FT E C/l INT MKD (8M 122-4 1961) 2IN IP

MKR 3FT UP 2FT W

BASELINE 2539.330n 965 J

BASELINEU 965 )

BASEL INE(1965 )

BASELINE(1965)

BASELINE(1965)

BAS El INEU965J

BASELINE(1965)

BASEL INE(1965)

BASEL INEn 965 )

BASELINE(1965)

BASELINEn 965 )

ßASElINE( 1965)

BASELINE(1965 )

BASELINE0965 )

BASELINE(1965)

BASELINEn 965)

2549.245 ROBM TAG IN 4FT SQ CONe SLAB OF ABANDONED FARMHSE 210FT N C/L AVE M (DIRT RD) . 650FT E fUTl15THST E

2546.672 CS MON FLUSH ã) FUT CIL INT AVE M . l2aTHST EMKD (SEC COR 34 35 32 T6N T7N RIOW) 2IN IPMKR3FT UP 2FT E

2531.714 CS MON 6IN UP æ FUT C/l INT AVE M .. 125TH ST EMKD (1/4 COR 2 35 T6N T1N RIOW)

2531.915 es MON 6IN UP m FUT elL INT AVE M .. 130TH ST EMKD (SEC COR 35 3621 T6N T1N RIOW)

2551.888 CS MON 6IN UP á) FUT elL INTAVE M .. 135TH ST EMKD (114 SEC COR 36 1 T6NT7N RlOW)

2655.044 CS MON lOIN UP m FUT C/L INTAVE M "'140TH ST EMKD (SEC COR 16 3136TóNT7N RIOW R9W)

2688.851 2INIP WITH CUT SPKIN CONC6IN UP ã) 1/4 COR 316 ~9W T6N T7N (FUT CllINTAVEM'" 145TH ST E)

2575.722 CSBM MON 4IN UP ON NE COR AVE M + l50TH ST E53FTN . 33FT EC/LINT MKO' (BM115-11 1961)

2515.756 C5 MON IN WELL ã) C/L INTAVE M + FUT 155TH ST EMKO (1/4 SEC COR 325 T6NT7N R9W)

2579.384 2IN IP CONG PLUG'" NAIL 8INUP ON NE COR AVE M ..FUT l55TH 51 E 50FT N + SOfTE £/LINT2577.105 2IN IP CONC PLUG.. NAIL SIN UP ON SWCOR AVE M ..FUT 160TH 5T E 50FT S .. 50FT W CfllNT2577.175 2IN IP CONC PLUG + NAIL SIN UP ON NE COR AVE M ..

FUT 160TH5T E 50FT N + 50FT E elL INT2577.904 2IN IP CONC PLUG'" NAIL FLUSH ON SW COR AVE M .

fUT 165THST E 50fT S'" 50FT W (/lINT

2578.137 2IN IP CONe PLUG'" NAIL bIN UP ON NE COR AVE M +fUT 165TH ST E 50FT N .. 50FT E C/l INT

PAGE 6

BM NUMBER

Bl 1182.1

ai 2036.1

Bl 2037

ST Bl 2038

Bl 2039A

Bl 2040

BL 2041

BL 2042

BL 2043

Bt 2044

Bl 2045

Bl 2046

Bl 2047

Bl 2048

BL 2049

Bl 2050

ßL 2051

Bl 2052

BL 2053

Bl 2054A

ai 2055

SfP 1969

(' QUAD-YEAR

iOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

ElEVDESCRIPTION

l INCLUDE QUAD AND YEAR IN DESCRIPTION)

HI VISTA 2561.323(I968)

HI VISTA 2531.311( 1968)

(~\

HI VISTA( 1968 )

HI VISTA(1968 )

HI VISTA(1968 )

HI VISTA(l9MH

HI VISTA( 1968)

BASELINE( 1965)

BAS ELINE(i 965)

BASELINE(1965 )

BASEL INE(1965)

IH VISTA( 1968)

BASELINE( 1965)

BASELINE( 1965 )

HIV!STA( 1968) .

H!VISTA( 1968 )

HI VISTAl196ff)

HI VISTA(1968)

HI VISTA( 1968 )

HI VISTA(1968 )

HI VISTAn 968 )

HI VISTA(968)HI VISTA

( 1968)

c=)

G

CS MON IN WEll íi Cll INT 170TH ST E + AVE 1(-8MKD( 1/4 COR 27 28 R9W T1N)

CSBM MaN IN CONC POST 121M DN 33FT E C/l l50THST E + 11FT S eii AVE K-8 MKD (8M 115-14 i961)2IN IP MKR 3FT UP 2FT E

2489.001 es MON (NE EDGE) 8IN DN a eii INT AVE J +150THST E MKD (SEe COR 1718 19 20 R9WT7N)

2489.196 es MON IN WEll 6IN ON ál eii HHAVE J + FUT145TH ST E MKO (1/4 COR 18 19 R9W T7N)

2451.822 2IN IP 6IN UP ON eii PROD AVE G-8 50FT E C/l140THST E

2455.383 2IN IP bIN UP ál SW COR 140TH ST E + FUT AVE F-a25FTS + 50FT W eii "rNT

2461.717 2INIP bIN UP m NE COR 140THST E + FUT AVE E-850FT N + 50FT E e/LINT2342.444 l+T S ENO GAS PUMP I Sl ál NE COR 90TH ST E + AVE

E 75FT N + 80FT E eii INT

2348.056 CSHON FLUSH ON SW COR 90TH 5T E + AVE E-8 60FTS + 27FT W ell "INT MKD (8M 116-7 1961)

2384.851 CS MON IN WEll 8IN ON a elL INT 90TH ST E + AVEG-8 MKD (1/4 COR 5 6 RIOW T7M)

2402.644 CS MON IN WELL 9IN ON ¡¡ ell INT 90TH ST E + FUTAVE H-8 MKD (114 £OR 7 8 T7M RIOW)

2447.430 2IN IP + CS TAG 4IN UP ál NW COR AVE J+ 95TH 5TE 40FT N + 40FT W e/LINT

2488.888 es MON (S EDGE) IN WELL BIN ON ál elL INT 90TH 5TE + AVE 1(-8 MKO 0/4 COR 29 30 RI0W T7N)

2511.988 es MON IN WEll 8IN DN ¡¡ eii INT 90TH ST E + FUTAVE L-8 MKO (114 SEe COR 31 32 RIOW T7N)

2433.168 2IN IP + BOLT IN WELL 18IN ON ¡¡ eii INTAVE H +PROP 135TH ST E

2434.241 2IN IP (N EDGE)4IN UP ON eii PROP 135TH 5T E40FT N eii AVE H

2431..209 l+T W SIDE STANDPIPE a NE COR AVE H + l30TH ST E Bl62FT N + 82FT fe/lINT

2427.129 CS MON IN WELL 6IN ON m eii INTAVE H + 130TH STE MKD (SEC COR 1 2 12 11 ~10WT7N)

2429.744 2IN IP CONe PLUG + es TAG ál SE COR AVE H + 125THST E 40FT E + 40FT SCILINT

2426.216 es MON Oil EDGEJIN WEll óIN ON ãl eii INT AVE H +125TH STE MKD(1/4 COR 2 IliUOW T7N) .

2418.802 2IN IP CONe PLUG + NAIL (NW EDGE) æ SE COR AVE H+ 120THSTE 50FT 5 + 50fT fe/liNT

2411.349 es MaN (N EDGE) IN WEll 18IN ON a eii INT AVE H+ 120TH 5T E MKD (SEC COR 3 :2 10 11 RIOW T7N)

2416.638 2IN IP CONe PLUG + NAIL (S EDGE) 91N UP a SE COR115TH ST E + AVE H 40FT S + 40FT E eii INT

PAGE 7

8M NUMBER

Bl 2109

Bl 2110

BL 2HH)

I3l 2161

Bl 2162

BL 2163

BL 2164-

BL 2165A

Bl 2166A

BL 2Ió7A

Bl 2¡6aA

tiL 2169

Bl 2189A

ILL 2190A

Bl 2337

ai 2338

2339

Bl 2340

Bl 2341

BL 2342

Bl 2343

ai 2344

Bl 2345

SEP 1969

()'. .I

QUAD-YEAR

r-

HI VISTA( 1968 )

HI VISTA(1968 )

HI VISTAU 968 )

HI VISTA( 1968)

HI VISTA(1968 )

HI VISTA( 196lH

HI VISTA(1968 )

HI VISTA(1968)

HI VISTA(1968)

HI VISTA( 1968 )

HI VISTA( 1968)

HI VISTA( 1968)

lit VISTA(1968 )

HI VISTA(1968 J

HI VISTA(1968)

HI VISTA( 1968)

c=)

ELEV

iOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

DESCRIPTION(INCLUDE QUAD AND YEAR IN DESCRIPTION)

2414.051 es MON (N EDGE) IN WEll 18IN ON ~ Cll INT l15THST E + AVE H MKD (114 COR 3 10 RIOW T7N)

2412.672 es MON (E EDGE) IN WEll 6IN ON a eii INT 110TH5T E + AVE H MKD (SEe eOR 4 3 9 10 RIOWT1N)

2414.020 2IN IP CONC PLUG + NAIL (SE EDGE) 6INUP a NWCOR AVE H + 110THSTE 39FT N + 40FT weii INT

2402.150 es MON (NE EDGE J IN WEll 26IN ON a elL INT AVE H+ PROP l05TH ST E MKO T1/4 COR 4 9 RI0W 17N)

2399.368 CS MON IN WELL 12IN DN 41 eii INT AVE H + lOOTHST E MKO (5 4 8 9 RIOWT1N)

2391.761 CS MON IN WEll 8IN ON íì eii. INTAVE H + FUT 95THST E MKD (114 COR 5 8 T7N RIOW)

2375.363 2IN 1 P 8IN UP ON NE COR 120TH ST E + FUT AVE E-850FT N + 50FT E elL INT

2374.783 es MON IN WEll bIN ON a elL INT 120TH ST E + FUTAVE E-8 Mica (114 eOR2627Rl0W 'T8N)

2381.602 21N IP eIN UP ON SE COR 120TH ST E + FUT AVE F50FT S + 50FT Eeii 'INT

2391.199 CS MaN IN WELL 6IN DN ál eii INT 120TH ST E + FUTAVE F-8 MKD (3435 TeN RIOWJ

2393.145 21N IP lOIN UP ON SW COR 120THST E + FUT AVEF-8 50FT S + 50FT welL INT2398.645 CS MON IN WELL 30lN ON 4l CIl INT 120TH ST E +

FUTAVE G MKD (SEe COR 34 35 3 2 RHJW T7N TaN)

2401.803 es MON IN WELL 30IN ON m C/L INT 120TH ST E +FUT AVE G-8 MKD(114 COR 3 2 RI0W T7tH

2410.175 2INlP lOIN UP ON SE COR 120TH S1 E + FUT AVEG-8 50FT S + 50fT E eii INT

2518.42080lT IN WEll 2111\ ON m CllINT AVE G + 145TH STE

2521.347 CSSM MON NW COR CONe VAULT FOR FIRE HYD 55FT E +30FT seii 1NT AVE G + 145TH STE MKa (BM 124-11(66)es MON (E EDGE) IN WEll 181N ON íì eii INT AVE G+ 150TH ST E MKÐ. (3132 6 5T7NT8N R9W)ROBM TAG NWCOR CONe VAULT FOR FIRE HYO 31FT S +77FT E C/lINTAVE G + 150TH ST E

BOl T IN WELL 14IN ON íì eii INT AVE G + 155TH STE

eSBM MON FLUSH a NE eOR 155TH ST E + AVE G 60FTE + 31FT Nell INT MKD (BM 124-3 1966) 21N IP4FT UP 2FT S

CS MON (E EDGE) IN WEll íì eii INT AVE G + 160THST E MKO (SEe COR 32 33 5 4 R9WT8N T7N)ROBM TAG NW COR CONe BASE FIRE HYO a SE CORl60TH ST E + AVE G 81FT E + 32FT selL 1NT

(,:---HI VISTA 2594.343

( 1968 )

HI VISTA 2598.065(1968 )

HI VISTA 2669.357(1968 )

HI VISTA 2672.7310968 )

HI VISTA 2743.230( i 968)

HI VISTA 2747.352U (1968 )

PAGE 8

13M NUMBER

Bl 2346

Bl 2347

Bl 2348

ai 2349

Bl 2350

13l 2351

Bl 2352

Bl 2353

ai 2355

8t 2356

B1. 2357

81. 2358

Bl 2359

Bt 2360

Bl 2379

BL 2380

Bl 2381

Bl 2382

al 2383

ai 2384

8l 2385

Bl 2386

(

~(i

c=,:

(

u

Sf? 1969

QUAD-YEAR

HI VISTA(1968 )

HlVISTA( 1968)

HI VISTA(1968)

HI VISTA( 1968'

HI VISTA( 1968 )

HI VISTA(1968 )

HI VISTAU 968 )

HI VISTA( 1968)

HI VISTAn 968 )

HI VISTA( 1968)

HI VISTA(1968)

HI VISTA(1968 )

HI VISTA( 1968 )

HI VISTA(1968)

HI VISTA(1968 )

HI VISTAt 1968)

HI VISTA( 1968)

HI VISTA( 1968 J

HI VISTA( 1968)

HI VISTAn. 968)

HI VISTA(1968)

HI VISTA(1968 J

iOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION fIELD ENGINEERING DIVISION

ElEVDESCRIPTION

(INCLUDE QUAD AND YEAR IN DESCRIPTION)

2849.531 BOLT IN WEll 191N ON ~ C/lINT AVE G + 165TH STE

2855.866 CSBM MON flUSH ~ NE COR AVE G + 165TH 5T E 134fTE + 29fT N cll nn MKD (8M 124-5 1966)

2932.338 es MON (E EDGEJIN WEll 22IN ON m eii INT AVE G+ 110TH ST E MKO (SEe COR 33 344 3 T7K TeN R9W)

2935.582 l+BN NW COR CONe BASE Of fIRE HYO ãl SE COR AVE G+ 1701HST E 80FT E + 30FT seii INT .

2913.135 e5 MON IN WEll 6IN ON m eii INT AVE G + 115TH STE MKD (1/4 COR 34 3 R9W T8NT7N)

2915.030 RDBM TAG NW COR CONe BASE OF fIRE HYO ~ Sf CORAVE G + 175TH ST E6ûFT E + 33FT seii' nn

3048.106 es MON (S EDGE J IN WEll 141M ON m eii INT AVE G+ 180TH ST E MKD f SEe COR 34 35 3 2R9WT8N T7NJ

3052. 596RDBM TAG NW COR CONe BASE Of FIRE HYO m SE CORAVE G+ 180TH STE 80FT E + 32FT selLINT

3088.282 CS MON (N EDGEJIN WELL I11N ON ~ eii INT AVEG+ 185TH ST E MKO (1/4 COR 35 2 R9WT8N T7N)

3090.339 ROBM TAG NW COR CONe BASE OF FIRE HYD m SE CORAVE G + 1851HS1 E 58FTE + 32FT seii nn

3126.915 es MON (NE EDGE) IN WEll 181N ON mC/l UH AVE G+ 190TH ST E MKD (35 362 1 T8NT7N R9W)

3126.1ó721N IP CONe PLUG + es TAG (S EDGE) 4IN UP Q) HECOR AVE G + 190TH5T E saFTN + 50FT E C/LINT

3072.392 C5 MON (E EDGE) IN WEll 19IN ON m eii INT AVE G+ 195TH 5T E MKDf 1/4 eOR 36 1 T7N T8N R9WJ

3014.302 2IN IP CONe PLUG + es TAG 8IN UP m sweOR AVE G+ 195TH ST E 50FT S + 50FT welt "INT

3044.067 CS MON (N EOGE)IN WEll l8IN ON Q) elL INT AVE G+ 200TH ST E MKD (SEe COR 3631 1 6T7N T8N RawR9W)

3047.443 2IN I P CONe PLUG + es TAG4INUPãl SW COR AVEG + 200TH ST E 50FT S+ 50FTWC/l tNT

3030.847 es MON (SW EDGE) IN WEll 6IN ON ¡¡ elL tNT 200TH5T E + AVE G-8 MKO (lf4COR 16 T7NR8WR9Wl

3028.520 2IN IP (S EDGE) 311' UP (l SW COR 200TH ST E + AVE6-8 50fT S' + 50fT weii INT2995.110 CS MON (S EDGE )IN i-lEll 8IN ON m eii INT200TH

ST E + AVE H MKO (SEe COR 1 6 127 R8W R9W T1M)

2996.842 1 l/21N IP CONe PLUG + NAIL ~ sweOR lOOTH ST E+ AVE H 50FT S + 50fT weii iNT

2911.201 es MOM (S EDGE) IN WELL HHN ON weii INT 200THST E + AVE H-8 MKD (1/4 COR 12 1 T7N R9W R8WJ

2982.120 es MON ($ EDGE) IN WELL 15IN ON a eii INT 200THST E + AVE I MKO (SECCOR 12 1 13 18 T7N R8WR9W)

PAGE 9

BM NUMBER

Bl 2387

al 2388

Bl 2389

Bl 2390

Bl 2391

ai 2392

Bl 2393

Bl 2394

Bl 2395

ai 2396

ai 2397

Bl 2398

al 2399

Bl 2400

al 24tH

8l 2402

8L 24tH

Bl 2404

8L 2405

Bl 2406

Bl 2401

Bl 2409

SEP 1969 iOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

ElEVDESCRIPTION

(INCLUDE QUAD AND YEAR IN DESCRIPTION)

PAGE 10

BMNUMBER,

2984.971 CS MON 6IN UP á) SW COR 200TH ST E + AVE 140FT W al 2410+ 40FT 5 CLL INT MKD (RPC 1) .

2958.636 CS MON (S EDGE) IN WEll 8IN DN á) eii INT AVE I ~195TH 5T E PROP MKD (1/4 COR 12 13T7N R9WJ

2964.820 es MON SIN UP ON eii 195TH ST E 40FT S elL AVE IMKO (RPC 3)

2908.238 es MON ($ EDGEJ IN WELL 121M ON á) elL INT AVE i+ 190TH 5T E MKD (SEe eORll 12 1314 R9W T7N)

2909.514 es MON á) SE COR AVE I + 190TH ST E 40FT E + 38FT5 CLL INT MKD (Rpe 5)

2897.633 es MON 6IN UP 37FT E ell 190TH ~T E + 0.25Ml SAVE I MKD (8M Rp Be)

2907.434 CSMON (5 EDGE) IN WEll 6IN ON a eii INT 190THST E + PROP AVE I~8 MKD( 1/4 COR 14 13 T7N R9W)

2909.953 es MON 61N UP ON CLL PROD AVE I-840FT E eii190THST E MKD (RPA 5) .

2963.260 CHIS X E EDGE 2IN!P WITH CONe PLUG + eSTAG 6tNUP a NE COR 190TH ST E + AVE J 40FT N + 40FT Eeii I NT

2964.641 es HDN 81"1 ON m eii INTAVE J+ 190TH ST E MKD(SEe COR 14 13 23 24 R9WT7N)

2964.941 CHIS X E SIDE 2IN IP WITH CONe PLUG + CS TAG bINUP m NW COR AVE J + 190TH ST E 40FT W + 40FT Neii I NT

Z8a7.304CHIS x E EDGE 2IN IP WITH CONe PLUG + NAIL 3INUP m "IE COR 185TH ST E + AVE J 40FT N + 40FT EC il I NT

2881.882 CS MON (N EDGE) 32IN ON ri Cll INTAVE J + l85THST E MKO (114 COR 14 23 T7N R9W)

2883.812 CHIS X WEDGE 2IN IP WITH CONe PLUG + NAIL ri SWCOR 185TH ST E + AVE J 40FT S+ 40FT weii INT

2761.810 CS MON (NW EDGE) IN WEll 8tN ON m Cll INT 180THST E+ AVE J MKD (SEe COR 15 1422 23 R9WT7N)

2757.856 CHIS X SEDGE 21N IP WITH eONC PLUG + NAIL 61NUP á) SW COR 180TH ST E + AVE J 40FT S + 40FT WCll I NT

2741.537 CHIS X SEDGE 21N IP WITH eONC PLUG + NAIL 12INUP æ SE COR 175TH ST E + AVE J 40FT E + 40FT 5eii TNT

2139.417 CS MON (N EDGE) IN WEll 12IN ON ti eii INT 175THST E + AVE J MKD (1/4 COR 15 22 T7N R911H .

2680.679 eHISX N EDGE 2IN IP WITH CONe PLUG + NAIL 12INUP m SE COR 170TH ST E + AVE J 40FT S + 40FT Ee/lINT

2677.591 es MON (NW EDGE) IN WEll 24IN ON Q) eii INT 170THST E + AVE J MKD (15 16 21 22 R9WT7N)

2580.590 CHIS X N EDGE 2IN II' WITH eONC PLUG + es TAG121N UP ri SE COR 165TH ST E + AVE J 40FT S +40FT E eii INT

Bl 2411

Bl 2412

Bl 2413

ßl 2414

ai 2415

Bl 2416

Bl 2417

Bl 2418

Bl 2419

Bl 2420

Bl 2421

Bl 2422

ai 2423

Bl 2424

Bl 2425

ai 2426

Bl 2427

Bl 2428

Bl 2429

Bl 2430

HI VISTA ,2577.927 CS MON ( E EDGE) IN WEll 18IN ON ôle/i INT l65TH(1968) 5T E + AVE JMKO fl/4eOR 16 21R9WT7N) .

HI VISTA 2511,.869 es MON Of EOGE) IN WEll 6IN ON il eii HIT PROP(1968) l60TH ST E + AVE J MKD (SEe COR 16 17 2021 R9WT7Nl ..

2511.991 SPK T+W IN 12IH CASING 4INUP ON eii PROD160THST E FROM N 40FT S Cll AVE J

2493.365 CS MON (N EDGE) IN WEll 6IN ON m eii INT AVE J +PROP 155TH ST E MKO (114 COR 17 20 T7N R9Wl

3087.397 GENERAL lAND OFFICE MUN 4tN ON m c/l INT fUT AVEG-8 + 180TH STE MKD U/4COR 2 3 1941) .

3085.635 PM ON RIM 2IN IP WITH CSTAG 6IN JJP ON sweORFUT . AVE G-8 + 180TH ST E 50FT S+ 50FT we/lINT

3030.040 GENERAL lAND OFFICE MON lIN UP ~ eii INT FUT AVEH+ 180TH Sf EMKD (2 3 10 11 T7N R9W)

3D33.213 21N IP 41N UP ON SW COR FUT AVE H + 180TH IT E50FT S+ 50FT W CflINT .2989.952 C5 MON BIN ON ôl efl'INT FUT AVE H-8 + 180TH ST E

MKD (1/4 COR 1011 T7N R9W) .2994.140 PM+X SE QUAD 2IN IP 12IN UP ON C/L FUT AVE H-a

+ 40FT E eii 180TH STE

2932.056 2IN IP + CS TAG 5IN UP ON Sf COR FUT AVE I +180THST E 50FT S + 50FT Ee/i INT

2934.904 CHIS X IN BOLT ON FIRE HYD âl SW COR FUT AVE 1+180TH ST E 25FT S + 100FT wellINT

2897.258 es MON 12IN ON m eii INT FUT AVE I + 185TH ST EMKD (114 COR 11 Li4 R9W' T7Nl ..

2897.386 2IN IP + CS TAG 6IN UP ON Sf COR FUT AVE 1 +185TH~T E 50FT S + 50FT Eeii INT

2945.839 es MON (S EDGE) ~2IN DN ~ CLL INT 20aTH 5T E +lANCASTER BLVD MKD (l/4 COR 13 18 T7N R8WR9W)

2945.641 es MaN 6IN UP ON elL lANCASTER BLVD 98FT weii200THST E MKD (8M RPA-l)

2920.114 CSBM MON 30FT N eii AVE J + 164FT E eii 20UTH STE MKD (BM 124-18 19(6) .

2923.039 CHIS X N EDGE 1-1/2IN IP âl 5W COR 20aTH ST E +AVE J 51FT S + 61FT we/lINT

2919.001 CHIS X E EDGE 1-1/21N IP FLUSH âl SE COR AVE J +195TH ST E 48FT E + 49FT selL INT

2920.496 CHIS X NW EDGE 1-1/21N IP 2IN UP a NW COR AVE J+ 195TH ST E 50FT W + 48FT N e/lINT

SEP 1969

( QUAD-YEAR

(--

HI VISTA(1968)

HI VISTA(1968 )

HI VISTA(1968)

HI VISTA( 1968)

HI VISTA( 19(8)

HI VISTA( 19(8)

HI.VISTA( 1968 )

HI VISTA(1968) .

HIVI5TA(1968)

HI VISTA(1968 )

HI VISTA(1968)

HI VISTA(1968 )

HI VISTA( 1968 )

HI VISTA(1968 )

HI VISTA(1968 J

HI VISTA(1968) .

HI VISTAll968 )

(--,

C1

HI VISTAll968 )

HI VISTA(1968)

HI ,VISTAU 968 )

HI VISTA(1968)

iOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

ElEVDE S e R IP T ION

(INCLUDE QUAD AND YEAR IN DEseR IPTIONl

2881.783 e5 MON (N EDGE) 6IN UP ø C/L INT 200TH ST E +AVE J--8 MKD (lf4COR 2419 T7N R9W R8W) .

2889.367 21N IP (E EDGE) BIN UP ø 5W COR lOOTH ST E + AVEJ-8 32FT S + 39FT WC/LINT

2889.321 es MON (N EDGE)6IN UP a CLL INT 200TH 5T E +AVE KMKO (SEC COR 24 19 25 30 T7N R9W R8W)

PAGE 11

8M NUMB ER

BL 2431

ai 2432

ai 2433

Bl 2434

BL 2435

ai 2436

at 2437

aL 2438

BL 2439

BL 2440

aL 2441

Bl 2442

al 2443

Bl 2444

Bl 3110

Bt 3171

BL 3112

ai 3113

Bl 3174

Bl 3175

Bl 3176

aL 3177

at 3178

r'ì

r"

(J

(

u

SEP 1969

QUAD-YEAR

HI VISTA( 1968 )

HI VISTA(1968 )

HI VISTA( 1968)

HI VISTA(1968 )

HI VISTA( 1968 )

HI VISTA(1968)

HI VISTA( 1968 )

BASEL INE( 1965)

BASELINE(1965)

BASELINEn 965)

BASELINE(1965 )

BASELINE(1965) .BASEL INE

(1965)

LOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

ELEVDESCRIPTION

(INCLUDE QUAD AND YEAR IN DESCRIPTION)

2715.358 eSSM MON m SW COR 200TH 5T E + FUT AVE L-8 33fTS + 31FT welL 'TNT MKO (BM 124-'24 1966) ,

2678.444 es MON ( N EDGE) IN WEll 4IN DN a elL INT ZOOTHST E+ AVE M MKO (SEe eOR 36 31 1 6 T7N T6N R9WR8W)

2679.480 2IN IP (S EDGE) WITH PLUG + CE TAG a sweOR200TH 5T E+ AVE M 46FT S + 51FTW elL un'

2665.889 1-1/ZIN IP (W EDGE) + NAIL 4IN ON m elL INTAVE M + FUT 195THSTE

2666.045 eHIS x ON N EDGE 1-1/2IN IP WITH CE TAG 6IN UPON eii PROD FUT 195TH STE50FT seil. AVE M

2650.583 es MON 6IN ON a eii INT FUTAVE M + FUT 190TH STE MKD (SEe COR 35 3621 T6N T7K ~9W)

2651.544 CHIS X ON WEDGE 2IN IP WITH eE TAG 6IN UP i NWCOR FUTAVE M + FUT 190TH ST E 50fT N + 50FT Weii INT

BASELINE 2625.380 NAIL IN 2IN IP 6IN ON ~ eii INT FUT AVE M + FUT(1965) 185TH ST EBASELINE 2628.928 CHIS X ON N EDGE 2IN IP WITHeE TAG 4IN UP ON(1965) eii PROD FUT 185THSTE 50FT seii FUT AVEM

BASELINE 2606.161 2IN IP (S EDGE) WITH PLUG + eE TAG bIN UP ~ NW(1965) eOR AVEM + 180ni'ST E 40FTN + 54FTW e/L'INT

BASELINE 2594.186 2IN IP (N EDGE) WITH eONC PLUG + eE TAG 6INUP(1965) ON eii FUT 175TH STE50FT seii AVE M

BASELINE 2546.110 RDBMMON IN WELL ~ NE COR AVE M+ FUT ID5TH ST E(1965) 20FT N + ~8FT EC/l"INT 9FT EPP 390101E

BASELINE 2548.552 X ON SEDGE 2IN IP WITH CE TAG 6tN UP ON NweOR(1965) AVE pi + 110TH STE50FT N + 50FT wellINT

BASELINE 2537.u53 2IN IP (W EDGE) + NAIL 6IN UP m NE COR FUTAVE M(1965) + 130TH ST E50FT N + 50FT E elL INT

BASELINE 2552.940 2IN I P (W EDGE) 61 N UP 40FT seii FUT AVE M ON(1965) elL FUT 135TH 5TE

BASELINE 2585.825 PM ON E EDGE 2IN IP WITH es TAG ON SE COR AVE M(1965) + 170TH 5T E 50FT S + 50FT E elL INT

2884.807 21N IP (E EDGE) 8IN UP m SE COR 200TH ST E + AVE BlK 39FT S + 38FT E eii tNT

2808.160 NAIL IN 1-1/2IN IP 21N UP ~ eii INT 20aTH ST E +AVE K-8

2808.407 CSBM MON 2 IN UP ~ SW COR 200TH ST E + AVE K-838FT S + 31fT W e/lINT MKO(BM 124-22 1966) .

2746.712 2INI? (N EDGEl 3IN UP ~ NE COR 200TH ~T E + FUTAVE l35FT N + 40FT E eii INT

2744.197 CS MON( S EDGE) ~2IN DN a eii INT 2DOTHST E +FUTAVE L MKO (SEe COR 25 30 3631 T7N R9W RaW)

2714.609 NAIL IN 1-1/2IN IP 12IN ON ãl eii tNT 200TH ST E+ FUT AVE l-B

PAGE 12

BM NUMBER

3179

Bl 3180

BL 3181

Bl 3182

Bl 3183

Bl 3184

Bl 3185

Bl 3186

Bl 3187

Bl 3188

Bl 3189

Bl 3190

ai 3191

Bl 3192

Bl 3193

BL 3194

Bl 3195

Bl 3338

Bl 3339

Bl 3340

Bl 3341

aL 3342

SfP 1969 LOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERINGÐIVISION

r'QUAD-YEAR ElEV

DESCRIPTION(INCLUDE QUAD AND YEAR IN DESCRIPTION)

HI VISTA 2454.604 eSBM MON 4IN UPON sweOR 140THST E + FUT AVE(1968) F-8 118FT S+ 50FT welLINT MKD (BM l06-109A

1966) 2IN IP 3FT UP 2FT E .

2972.305 l-1/21N IP (S EOGE) + NAIL FLUSH ON SE COR200THST E + AVE H-850FT S + 50FT EelLINT

2401.668 l+BN E EDGE eONC CISTERN ¡¡ NWCOR AVE H +FUTlOOTH ST E 70FTN + 51FTW C/LINT

2380.909 CS MON IN WELL 6IN ON ¡¡ elL INT 120TH STE + FurAVE F ~KD (SEe eOR 27 26343S T8NRIOV)

2418.450 L+BN CONe APRON OF GARAGE ON NW COR 110THFUT AVE H-BI05FT W+ 185FT N e/LINTMKO

2418.002 CS MON 121N ON ¡; elL INT l10TH ST E + FUTH-8 MKD (1/4 COR 9 10 RIOW T7Nl

2436.260L+BN CONC VENT ON NE COR AVE I + 110TH ST E 36FTN + 110FT EC/L 'INT MKD(BM)

2433.224 CS MON 6IN ON ¡¡ C/lINTAVE I + 110TH ST E MKO(SEe COR 9 10 15 16 'RI0WT7Nl

2442.633 21N IP + NAIL 4IN UP ONNW eaR AVE 1-8 + 110THSIE 50FT N + 50FTWCIl:INT

2440.770 CS MON lOIN ON æ eii INT AVE I~8 + 110TH ST EMKD (114 COR 15 16T7N RiaWi

2469.282 ROBM MON IN WELL 8IN ON ON SE eOR llOTH ST E +AVE J-8 65FT S+ 20FT E C/LINT 21N IP 3FT UP2FT E

HI VISTA 2486.927 CSBM MaN 21N UP ON 5W eOR AVE K +l10TH ST E(1968) 25FT S + 145FT welL INT MKO (BM 122-B 1961l2IN

I P 3FT UP - 1FT N

HI VISTA 2499.417 CSBM MON FLUSH ON NE COR AVE K-8 + llOTH ST EU968) 60FT N + 20FT EC/lINT MKD (8M 122-7 1961) 2IN

IP 3FT UP 2FT W

HI VISTA 2514.515 CSBMMON 4IN UP ON sweDR AVE L +110TH ST E(1968) -. 50FT S + 50FT W C/lINT MKD (8M 122-6 1961) 2IN

IP 3FT UP 2FT E

HI VISTA 2531.334 eSBM MON FLUSH ON SE COR AVE L-8 + 110THST E(1968) 60FT S + 30FT E elL INT MKD (BM i22~5 1961) 2IN

IP 3FT UP 2FT W

2583.834 X ON N EDGE 21N IP WITHeE TAG 6INUP ON NE COR170THST E + FUT AVE l--8 50FT N + 50FT E C/L INT

2517.766 ROBM MON IN WEll æ NW COR 170TH ST E + AVE L66FT N + 33FT W CllINT

2586.960 es MON (W EDGEl IN WELL 181N ON ¡¡ eii INT 170THST E + AVE K MKO (SEe eaR 2122 27 28 T7N R9W)

2588.659 ROBM MON IN WEll ON NW eOR 170TH ST E + AVE K34FT Ii + 47FT N C1LnnlOFT SWPP 1061693E2624.194 CS MON (S EDGE) IN WELl6IN DN Ø) C/LINT 170TH

ST E + FUT -AVE J--8 MKO (114 COR21 22 T7N R9Wl2625.163 x ON N EDGE l-l/2tN IP 2IN UP ON NE eOR 170TH ST

E + FUT AVE J-8 50FT N + 50FT E CLL INT

HI VISTA( 1968)

HI VISTAn 9(8)

HI VISTA(1968) .

('HI VISTA

(1968)HI VISTAn 968)

HI VISTA( 1968 )

HI VISTA( 1968)

HI VISTA( 1968 )

HI VISTA(1968 )

HI VISTA( 19(8)(~\

HI VISTA(1968 )

HI VISTA11968 )

HI -VISTA(i 968)

Cd

HI VISTA( 1968)'

HI VISTA(1968)

HI VISTA( 19(8) -

ST E +HunAVE

PAGE 13

BM NUMBER

at 3343

aL 3344

ai 3345

aL 3346

ai 3347

BL 3348

BL 3349

BL 3350

aL 3351

BL 3352

aL 3353

Bl 3354

aL 3355

BL 3356

at 3351

Bt 3358

BL 3359

BL 3360

Bt 3361

Bt 3362

at 3363

(-,

('

C=j

('H~

u

2474.132 CS MON IN WEll 241N ON ø eii INT 130TH ST E +FUT AVE J-8MKO n/4eOR2324 T7N ,- RI0Wl

2485.193 es MON IN WEll BIN ON Ql elLINT 130THST E + AVEK MKO(SEe COR 2625 2423 T7M RIOW)

2486.395 eSSM MON 41N UP ON SE COR 130THST E + AVE K133FT S + 30FT E eii INT MKO (BM 122-121961)2IN I P 3FT UP 2FTW

HIVI5TA 2507.976 2IN IP + NAIL 2INUP ON NweOR FUT 130THST E +(1968) FUT AVE L 50FT N + 50FT we/L'INT

HI VISTA 2513.817 es MON 12IN ON ~ eii INT FUT 130TH ~T E + FUT(1968) AVE L-8 MKD (114 COR 35 36T7N RIOW) 2IN IP 3FT

UP 2FT 5

HI VISTA 2515.640 21N IP 4lN UP 40FT E eii INT FUT 130TH ST E +(1968) fUT 'AVE L-82699.086 1~1/2IN IP + NAIL 121N ON m elL INT FUTAVE M +

205THST E

2700.282 21N IP + eE TAG 6IN UP ON elL 205TH ST E 50FT Seii FUTAVE M

2718.672 21N IP + eE TAG 81N UP ON SW eORFUT 'AVE M+210TH ST E 50FT S+ 50FT we/LINT

2717.325 es MON 121N ON a elL INT FUT AVE M+ 210TH 5T EMKD (SEe COR 31326 5 T6N~lN R8W)

2732.241 21N IP + eE TAG 8IN UP ON SW COR FUT AVE M +215TH ST E 50FT S + 50FT we/LINT

2731.147 HAlLIN l-1/21N 11' 121M ON a elL INT FUT AVE M +215TH ST E

2753.425 es MON 8IN ON a eii INT FUT AVE M + 220TH 5T EMKD (SEe COR 32 335 4T6NT7NRBW)

2154.958 CE TAG IN 21N 11' 6IN UP ON NE CORFUT AVE M +220TH ST E 5aFTN + 5eFTE CILun2772.819 NAIL IN l--1/2INIP 141N DN m elL INT AVE lo + FUT

225THST E

2773.936 CE TAG IN 2INIP 6INUP ON eii FUT 225TH 5T E50FTS elL AVE M

2792.689 CE TAG IN 21M IP 8INUP ON sw eORFUT AVE M +230TH ST E 50FT S + 50FT 'weILl NT

2791.804 e5 MON 6IN ON a e/LINT FUT AVE M + 230TH 5T EMKD l SEe COR 33 343 4T6NT7NR8W)

2829.057 CE TAG IN 2IN IP lOIN UP ON sw COR FUT AVE M +235THST E 50FT S+ 50FT WC/L 'INT

2827.3.51 CE TAG IN 21N 11' 8INUPON NE COR FUTAVE M +235TH 5T E 50FT N + 50FT EC/LHiT

2846.734 21N IP + eE TAG 6IN UP ON SW COR FUT AVE M +240TH ST E 50FT S + 50FT welL I NT

2845.615 CS MON 121N DN a C/L INT fUT AVE M + 240TH ST EMKD (SEe COR 2 3 34 35 T6M T7N R8W) 2IN 11' 3FTUP 3FT N

SEP 1969

QUAD-YEAR

HI VISTA( 1968)

HI VISTA(1968 )

HI VISTA(1968)

BASELINE(1965 )

BASELINE(1965) .

BASELINE(1965)

BASELINEU 965)

BASELINE(1965 )

BASELINE(1965)

BASELINE( 1965)

BASELINE(1965 )

BASELINE( 1965)

BASELINE( 1965)

BASEL INE(1965 )

BASELINE( 1965)

BASELINE(1965 )

BASEL IHE(1965 )

BASELINE(1965 )

BASELINE(1965)

LOS ANGELES eOUNTYROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

ELEVDESCRIPTION

(INCLUDE QUAD AND YEAR IN DESCRIPTION)

PAGE 14

8M NUMBER

Bl 3364

BL 3365

BL 3366

Bl 3367

ßL 3368

BL 3369

BL 3393

aL 3394

BL 3395

aL 3396

ai 3397

BL 3398

BL 3399

BL 3400

Bl 34tH

BL 3402

BL 34tH

BL 3404

BL 3405

BL 3406

BL 3407

BL 3408

SEP 1969 iOS ANGELES COUNTY ~OAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

r-QUAD-YEAR ElEV

DESCRIPTION(INCLUDE QUAD AND YEAR IN DESCRIPTION)

3024.129 CS MON IN WEll 6IN DN a eii INTAVE G . 205TH STE MKD( 1/4 COR 31 6 T7NT8NR8WJ

3024.635 21N IP lOIN UP ON NE COR AVE G . 205TH -ST E50FTN . 50FT E Cll INT

3017.û18 CSBM MON 4IN UP ON NWCOR AVE G + 2IOTH ST E42FT N + 140FT weii INT MKD (BM 124-30 1966121N IP 3FT UP 2FT S

HI VISTA 3016.087 es MON IN WEll 121N ON ~ eii INTAVE G . 210TH(1968) ST E MKD (SEC COR 31 3~ 5 6T7N T8N R8W)

HI VISTA 2911.ù10 CS8M MON 3IN UP ON NweOR AVE G . 215THST E(19681 56FT N + 25FT weii INT MKD (8M 124-31 19'66J21N

IP 3FT UP 2FT S

es MON IN WEll 8IN ON ~ elL INT ~VE G + 215TH STE MKO( 1/4 COR 32 5 T1NT8N R8W'

eSBM MON 2IN UP ON NW COR AVE G + 220TH ST E35FT N + 137FT W ellINT MKO (8M 124-32 196612IN IP 3FT UP 2FT S

3008.628 es MON SIN ON IN WELL ó) C/lINT AVE G . 225TH STE MKD 014 COR 433 R8W T1N T8N)

3023.101 es MON aIN ON IN WELL ~ C/L INT AVE G + 230TH STE MKO(SEC COR 33 34 4 3RBW T7M T8N)

3025.544 PM ON W SIDE 2IN IP WITH eE TAG4lN UP ø NE COR230THuST E + AVE G 50FT N + 50FT E eii INT

3036.269 CHIS X ON SEDGE 2INIP WITH eE TAG 12INUP ONSW COR AVE G + 235TH ST E 50FT S + 50FT W CLLINT

3034.890 CS MON lOIN DN IN WEll ø C/l INT AVE G + 235THST E MKO (1/4 COR 34 3 RBWT7N TBN)

3064.716 CHIS X S EDGE OF 2IN IP 4IN UP ON SW COR 240THSTE . AVE G 50FT S . 50FT weii INT

3064.313 es MON IN WEll BIN ON õl C/l HlTAVE G . 240TH STE MKD (SEe COR 34 35 3 2 T7N TaNR8W)

3052.251 CHIS X ON SEDGE 2IN IP WITH CE TAG 10INUP 50FTNeii. AVE G (DIRT). 575FT WORWYHSE 24505

3050.528 CSBM MON IN BOULDER 87FT S C/L AVE G (OIRT) +375FT WORWY HSf 24505 MKD (8M 124~37 1966)

2952.818 CHIS X ON NE EDGE 2IN IP WITH CE TAG lOIN UP ONSW COR 250TH ST E . AVE G 50FT S + 50FT weiiINT

2950~647 CS MaN IN WEll BIN DN ó) C/l INTAVE G + 250TH STE MKO (SEe COR 35 3612 T7NT8N RBW)

2963.599 CE TAG IN 2IN IP lOIN UP ON NWCOR 250THST E .FUTAVE G-B50FTN + 50FT wellINT

2961.354 CS MON IN WEll 14IN ON a eii 1NT 250THST E +FUTAVE G-8MKO(1/4 eaR12T1N RaW)

HI VISTA 2961.558 CHIS ION S SIDE 21N IP WITH CE TAG FLUSH ON NW(1968) COR 250TH ST E . FUT AVE H50FT N . 50FT W C/l

INT

HI VISTAn 9(8)

HI VISTA11968 )

HI VISTAU 968)

r-'HI VISTA 2911.549n 968)

HI VISTA 2985.966( 1968)

HI VISTA(19681

HI VISTA( 19M3 )

HI VISTA( 1968)

HI VISTA(19681

("--.'

HI VISTAn 968 I

HI VISTA( 1968)

HI VISTA( 1968)

HIV ISTA(1968)

HI VISTA(1968)

HI VISTA(1968)

HI VISTA( 19(8)

HI VISTA(1968 )

HI VISTA(1968)

v

PAGElS

8M - NUMBER

ai 3409

Bl 3410

Bl 3411

Bl 3412

Bl 3413

Bl 3414

ai 3415

ai 3416

Bl 3417

Bl 3416

Bl 3419

Bl 3420

ai 3421

Bl 3422

ai 3423

Bl 3424

8l 3425

Bl 3426

Bl 3421

Bl 3428

ai 3429

SEP i 969

QUAD-YEAR ELEV(HI VISTA 2965.303n.968)

HI -VISTA 2988.894( 1968)

HI VISTA 2991.819t 1968 )

HI VISTA 3045.572( 1968)

('~' HI VISTA 3026.950( 196i:u

HI VISTA 3023.016(968)

HI VISTA 3041.403( 1968 )

HI VISTA 3037.633(1968 )

HI VISTA 3024.51811968 )-,

l jHI VISTA 2980.808

( 1968 )

HI VISTA 2980.105(1968 )

HI VISTA 2939.807( 1968 l

HI VISTA 2938.650(1968 l

l:.)HI VISTA 2926.557

(1968 )HI VISTA 2922.971n 968)

HI VISTA 2898.132(1968 )

HI VISTA 2885.968U968)

HI VISTA 2857.5890968)HI VISTA 2842.888

U U 968 )

LOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

DESCRIPTION(INCLUDE QUAD AND YEAR IN DESCRIPTION)

CS MON IN WELL 12IN DN a elL _ INT 250THST E +AVE H MKO (12 11 1 2 T7N R8W) 2INIP 3FT UP 2FTW

CS MON 14IN ON ¿¡ eii INT 250TH ST E + FUTAVEH-8 16FT W+ 8FT S C/LINT OIRT RDS MKD (1/4 COR11 12 T7N RaW) 2IN IP 3FT UP 2FT E

CE TAG IN 2IN IP 121N UP ON SW COR 250TH ST E +FUTAVE H-8 50FT S+50FT welL INT

CS8M MON IN ROCK OUTCROP NR TOP HILL 130FT E C/LFUT 250TH ST E + 0.9MI SAVE H MKO (BM 124-421966)2IN IP 4FT UP 7FT HE

es MOl\ 2IN ON æ C/l 1NT FUT 250TH ST E + FUT AVEI MKD (SEe COR 11 12 13 14 T7N R8W) 2IN IP 3FTUP 2FT N

eSBM MON IN RoeK OUTCROP 65FT E C/l 250TH ST E(DIRT) + 1.35MI SAVE HMKO (8M 124-43 1966)2IN IP 3FT UP 2.5FT W

CSBMMON IN RoeK fAeE 151FT welL 250TH 5T E(DIRT) + 0.2.5MI NAVE 1-8 MKD (8M 124-44 1966)ZIN IP 4FT UP 4FT SW

CE TAG IN llN IP 21N UP ON NE eOR 250TH ST E +FUTAVE 1-4 50FT N + 50FT EC/L 'INTCS MON 24IN ON a elL 1NT 250TH 5T E + FUTAVEI-89FT weii INT DIRT RDS MKO( 1/4 COR 13 14T7N RaW) 2IN IP 3FT UP 2FT NW

CHIS X E EOGE OF 2IN IP WITH CE TAG SIN UP ON NECOR AVE J + 250TH 5T E 50FT N + 50FT E C/L INT

eSBM MON ON NweOR AVE J + 250THST E 35FT N +24FT W C/L 1NT MKD (8M 124..46 1966'ZINIP 3FTUP 2FT S

eHI5X N EDGE OF 2IN ~P WITH eE TAG bIN ~P ON NWCOR 245TH ST E + AVE J 50FT N +50FTW eii INT

eSBM MON ON sweDR AVE J + 245THST E 34FT S +78FT W C/L INT MKO (8M 124-47 1966) 2IN IP 3FTUP 2FT N

CSBM MON 2IN UP ON NE COR AVE J+ 240THST E33FT N + 62FT E C/LINT MKO (BM 124-48 1966)

CS MON 181N ON a elL INTAVE J + 240TH ST E MKO(SECtOR 15 14 22 23T7N ~8W)

CSBMMON 4IN UP ON NE COR 240THST E + AVE J-.838FT E + 40FT NeIL INT MKD (8M 124-49 1966)21NIP 3FT UP 2FT W

es MON 121 N ON ~ C/L INT 240TH ST E + AVE K MKD(SEe COR 22 23 27 26 T7M R8W)2IN IP3FT UP 2FTN

es MON 8IN ON âl elL INT AVE K-8 + Fur 240TH ST EMKO (1/4 COR 26 27 T7N R8W'2IN IP 3FT UP 2fT N

CS MON lOIN ON âl C/L INT 240TH ST E + FUT ~VE LMKD (SEe COR 26 27 3435 T7N RaW) 2IN If 3FT UP2FT N

PAGE 16

BM NUMBER

BL 3430

ai 3431

BL 3432

BL 3433

Bl 3434

BL 3435

BL 3436-

BL 3437

BL 3438

ai 34.39

ai 3440

BL 3441

Bl 3442

aL 3443

BL 3444

aL 3445

BL 3446

BL 3447

aL 3448

SfP 1969 LOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

( QUAD-YEAR ELEVDES C R I ,P T ION

(INCLUDE QUAD AND YEAR IN DESCRIPTION)

HI VISTA 2834.656 CS MON 12IN ON ã1 eii INT 240TH ST E +FUT AVE(1968) l-8 MKD (114 COR 34 35 T7N RaW) 21N IP 3FT UP

3FT N

ROBM TAG CONC COLLAR OfST E + AVEF-S 50fTS+CHIS X W EDGE Of 2INIPNE COR 200TH ST E + AVEINT

3044.607 CE TAG IN 211\ IP 8IN UP ON SW COR AVE f + 200THST E 50fT S+ 50FT W C/L - INT

3044.139 CS MON 14IN ON a eii INT 2001H5T E .. AVE F MKD(SEe COR 25 3036 -31 T8NR8W R9W)

3070.192 CS MaN 12IN ON âJ C/lINT 200TH ST E + AVE E-8MKG (1/4 COR 25 30 T8N R8WR9W)

30'72.542 aN SW COR 4IN STK 2IN UP ô) SW COR 200THST E +AVE E-8 30FT S + 30FT WC/lINT

3092.108 CS MON (S EDGE) 6IN ON ô) C/lINT 200TH ST E ..AVE E MKD (24 1925 30 TaN Raw R9Wl .

3093.475 8N NE COR 4IN STR 2INUP a NE COR 200TH ST E ..AVE E30FT N"'30fTE Cfl INT

3138.514 8N NW COR 4IN STK 4INBP a Sf COR 200TH ST E ..AVE 0..8 30FT S .. 30FT' EC/l-INT

3135.805 CS MON 18IN ON æ C/l INT lOOTH ST E .. AVE 0-8MKD( 1/4 COR 24 19 TaN ~R8W'R9w) -

3057.148 CHIS X ON NE EDGE2IN IP WITHeE TAG 3INUPONPROP elL AVE D30FT E C/L200THST iE

2975.840 CS8M MaN 4IN UP 30FT E C/L 200THSTE .. 0.25MIAVE D MKO(RP A2l2INIP 3FTUP2FTNE

2903.604 2IN IP .. CE TAG 2INUP m SE COR 200TH ST E ..AVEC-830FT S + 100FT ECltIINT2904.096 BN SE COR 411\ SrK 4IN UP æ SWCOR 200TH ST E +

AVEC-:8 30FT S" 30FT WC/L TNT

2779.203 CS MaN 18IN ON æ C/L INT 200TH ST E .. AVE C MKD(SEC COR 12713 18 T8NR8WR9W)

2780.013 PM S EDGE OF 2IN IP WITH CE TAG 8IN UP200TH . ST E .. AVE C 40FT!\ .. 40FT EC/l

2774.298 CS MON HUN ON al C/l INT AVE C .. 205TH(114 COR 7 18 TaN R8W)

2715.313 BN N EDGE 4IN STK SIN UP ON C/l 205TH ST E 30FTN eii AVE e

2761.821 BNNE COR 4IN STK 2INUP ON SW COR AVE C .. 210THST E 30FT S .. 30FT W CIl INT

2765.211 CS MON 141N ON ø C/L INT AVE C .. 210TH ST E MKD(SEe COR 7 8 1817 T8N RaW)

2779.168 CS MON 6IN ON a C/l INT AVE C + 215TH ST E MKO(1/4 COR 8 17 T8N RSW)

HI VISTA 3014~560(1,968)

HI VISTA 3078.863( 1968)

rHI ,VISTA

( 1968)HI VISTA

( 1968 )

HI VISTA(1968 )

HI VISTA(1968 l

HI VISTA( 1968 )

HI VISTAU 968)

HI VISTA(1968)

HI VISTA(1968)

HI VISTA(1968 )

HI VISTA( 19681

HI VISTA( 1968 )

HI VISTAU968l

HI VISTA(1968)

HI VISTA(l96S)

HIVIST ¡\n 968)

HI VISTA( 1968 )

HI VISTA( i 968)

HI VISTA'( 1968)

HI VISTA( 1. 968 )

c)

u

PAGE 17

BM NUMBER

ai 3449

FIRE HYO ON sweOR 200TH ai20FT W C/l INT

WITH CE TAG lOIN ~p ON aiF-8 50FT N + 50FT E C/l

a NE CORINT

S T EMKD

3450

3451

fil 3452

aL 3453

fil 3454

BL 3455

BL 3456

ai 3457

Bl 3458

ai 3459

Bt 3460

N Bl 3461

Bl 3462

ai 3463

ai 3464

Bl 3465

Bt 3466

at 3467

BL 3468

Bl 3469

Bl 3470

o

F

/~J(,~,

c..)

u

SEP 1969

QUAD-YEAR ElEV

HI VISTA 2782.096( 1961H

HI VISTA 2778.414(1968'

HI VISTA 2779.823(i 968)

HrVISTA 2769.083(1968)

HI VISTA 2770.542U.968)

HI -VISTA 2180.778( 1968)

HI VISTA 2783.194( 1968 )

HI VISTA 2822.209( 1968)

HI VISTA 2824.086(1968 )

H(VISTA 2885.140(1968)

HI VISTA 2896.505(1968 )

HI VISTA 2945.704n 968)

HI VISTA 2947.549n 968 )

HI ~ISTA 3016.090( 1968 )

HI VISTA 3017.462n 968 )

HI VISTA 3074.759( 1968 )

HI VISTA 3059.141( 1968 )

HI VISTA 3059.806(1968 )

HI VISTA 3037.8~1U 968)

H( VISTA 3036.332U 968 )

HI VISTA 3069.101( 1968 )

HIV ISTA 3071.141(1968 )

HI VISTA 3056.145(1968 )

iOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

DESCRIPTION(INCLUDE QUAD AND YEAR IN DESCRIPTION)

BN NE COR 4IN STK 8IN UP ON CLL 215TH ST E 30FTSC/l AVE C

es MON l6IN DN a C/l INTAVE C + 220TH ST E MKD(SEe COR a 9 17 16 R8W T8N)

BN NE COR 4IN STK 4lNUP ON NE COR AVE e + 220THST E 30FT N + 30FT E eii INT

eSMON 14IN ON m c/l INTAVE e + 225TH ST E MKD(114 eOR 9 16 Raw T8N)

BN NE eOR 4IN STK 4IN UP ON C/l PROD 225TH ST E30FT N eii AVE C

es MON 12IN DN m eii INT AVE e + 230THST E MKO(SEe eOR 9 10 16 15 Raw "T8N)

1~1/21N IP + useE MON 1IN UP m SE COR AVE e +230THST E MKO (8M 16 1963) 21N IP 5FT UP 2FTes MON 121N ON m eii INT 230TH ST E + AVE C-8MKO( 1f4 eOR 1615 TaN RaW)

8N NW COR 4IN STK 6INUP ON eii AVE C-830FT WefL 230TH ST E

BN E EDGE 4IN STK ai NUP m NW COR AVE 0+ 230THST E '30FT N + 30FT WCll INT

PK IN CONe STEP OF OLD FOUNDATION 250FT E +150FT S -e/lINT 230TH ST E + AVED MJ(D (8M)

es MON 121N ON m eii INT 230THST E + AVE 0-8MKD (114 COR 21 22 TaN R8WJ .

8N eTR 4IN STK 6INUP ON eii AVE 0-8 30FT W Cfl230TH ST E

es MON 6IN ON m eii INT 230TH ST E + AVE E MKD(SEe COR 2122 27 28 T8N Raw'

BN WEDGE 4IN STK SIN UP ON sweOR 230TH 5T E +AVE E 30FT S + 30FT welL INT

CS MON 2INUP m eft INT 230TH ST E + AVE E-8(114 COR 28 27 TaN R8W)

CS MON 8IN ON IN WEll m C/l INT 230TH ST E +F MKD (SEe eOR 28 27 33 34 "RaW TaN)

2IN IP + eE TAG lOIN VP m SW COR 230TH ST E +AVE F 50FT S + 5DFTW ellINT

21N IP + CE TAG 9INUP ON NW COR 230TH ST E +AVE F-8 50FT N + 50FT weii 'INT

es MON 12IN ON m C/l INT 230TH 5T E + AVE F-8MKO (114 COR 33 34 Raw TaN) .es MON 8IN ON m efl INT FUT AVE E + 205TH ST EMKD (114 COR 19 30 T8N R8W)

8N NE eOR 4IN STK aIN UP 30FT N eii (NT FUTAVEE + 205TH ST E

CS MON lOIN DN â) eii INT FUTAVE E + 210TH ST EMKD (SEe COR 19 20 30 29 TaN RaW)

PAGE 18

8M NUMBER

Bl 3411

ai 3472

Bl 3413

ai 3474

BL 3475

ai 3476

Bl 3477Sf

BL 3478

ai 3479

Bl 3480

Bl 3481

Bl 3482

ai 3483

BL 3484

Bl 3485

MKO BL 3486

AVE ai 3487

Bl 3488

Bl 3489

ai 3490

Bl 3491

ai 3492

ai 3493

SEP 1969

(~'iQUAD-YEAR ElEV

HI VISTA 3058.581(1968 J

HI ,VISTA 3054.6.91n 9(8)

HI VISTA 3056.681( 19(8)

HI VISTA 3036.114(1968)

HI VISTA 3033.528( 1968 )

~'i HI VISTA 3056.203(1968 )

HI VISTA 3056.238(J968 )

HI ,v I ST A 2912.354( 19(8)

HI V I ST A 2912.383ll968 )

HI ,VISTA 2879.618( 1968 J

HI VISTAt 19M3)

HI VISTA(1968)

HI VISTA( 1968)

HI VISTA( i 968)

( ;."....

HI VISTAU9(8)HI ,V ISTA

(1968 )HIVISTA

( 19(8)HI VISTA

(1968)

. ì~--

HI VISTA(1968 )

HIV ISTA(1968 )

HIVI5TA(1968)

2879.271

2848.890

2848.368

2852..818

2853.218

iOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FIELD ENGINEERING DIVISION

DESCRIPTION(INCLUDE QUAD AND YEAR IN DESCRIPTION)

PAGE 19

BM NUMB ER

BN NW COR 4IN STK 8INUP a NW COR AVE E + 210TH Bl 3494ST E 30FT N + 30FT WCIL TNT

es MaN 8IN ON ~ eii INT AVE E + 215TH ST E MKD ai 3495(114 eOR 20 29 R8W T8N)

BN NW COR 4IN STK 6IN UP ON eii 215TH ST E 30FT Bl 3496N CLL AVE E

BN NE COR 4IN STK lOIN UP a NW COR AVE E + 220TH at 34975T E 30FT N + 30FT W Cll INT

C5 MaN 141N ON a CLL INT AVE E + 220TH ST E MKO Bl 3498(SEC COR 20 ~l 28 29 Raw TBN)

BN SE COR 4TH STK 6IN UP ON elL 225TH ST ESC/LAVE ECS MON 6IN ON lì Cll INTAVE E + 22STH ST E(1/4 COR 2B 21 T8N R8W) .

CHIS X E EDGE OF 2IN IP WITH eE TAG BIN UPCOR AVE J+ 205TH ST E 50FT N+ 50FTWC/lCHIS X SW EDGE OF 21M ~P WITH CE TAG 8IN ~P ONSf COR AVE J + 20STH ST E 50FT S + 50FT E CllINT

CHIS X IN NW EDGE 21N IP WITH eE TAG 6INUP ONSW 'COR AVE J + 210TH ST E 50FT S + 50FT weiiINT

CHIS X IN WEDGE 21M IP WITH CE TAG 6IN UP ON MECOR AVE J + 210TH 5T E 50FT N + 50FT E eii INT

CE TAG IN 21M IP 4IN UP ONNW COR AVE J + 215THST E 50FT N + 50FTW eii 'I NTCE TAG IN 2IN IP 3IN UP ON NE COR AVE J + 215THST E 50FT N + 50FT E C/tINTCHIS X IN SE EDGE 21M IP WITH CE TAG 2IN UP ONNW COR AVE J + 220TH ST E 50FT N + 50FT weiiINT

NAIL IN 21M IP IIN UP ON SE COR AVE J + 220TH STE 50FT S + -$OFTE CIL I NT

30FT BL 3499

MKO Bl 3500

ON NW ai 35tHINT

UP ON sweOR AVE J + 235THCll I NT

IP WITH CE TAG 6INUP ON NE aiE 50FT N + 50FT E elL ¡NT

INT 220TH 5T E + AVE G-8RaW)

ai 3502

Bl 3503

Bl 3504

ai 350'5

Bl 3506

Bl 3507

Bl 3508

Bl 3509

ai 3510

Bl 3511

ai 3512

Bl 3513

2893.172 2IN IP + eE TAG 4lNUP ON NW £OR AVE J + 225THST E 50FT N + 50FT W CllINT

2895.672 CHIS X IN WEDGE 2IN IP wrTH CE TAG 4INUP ON SECOR AVE J + 225THST E 50FT S + 50FT EC/tINT

2940.149 CE TAG IN 21N IP 21N UP ON SW COR AVE J + 230TH5T E 50FT S + 50FT W Cll tHT

HI VISTA 2931.943 CHIS X IN WEDGE 2IN IP WITH CE TAG 121M UP ON(1968) NE COR AVE J + 230TH ST E 50FT N + 50FT E eii

INT

2944.805 .CE TAG IN 2IN IP 8INST E 50FT S + 50FT W

2941.397 CHIS X IN SEDGE 2INCOR AVE J + 235TH ST

2959.494 CS MON 101 N DN æ CllMKD (114 COR 5 4 T1N

3514

Bl 3515

('

L1

Cj

( ~~---.~

LJ

2951.672 CHIS X IN SEDGE 2IN IP WITH NAIL lOIN UP ON SECOR 220TH 5T E + AVE G-8 40FT S + 50FT E efl INT

2941.940 CHIS X IN S EDGE 21M IP WITH NAIL SIN UP ON NECOR 220TH ST E + AVE HSOFT N + 50FT E eii INT

2939.295 CS MON 121N ON ~ eii INT 220TH 5T E + AVE HMKO(SEe COR 5 4 8 9 T7N R8W)

2917.313 CHIS X IN E EDGE 21N IP wtTH NAILCOR 220TH ST E + AVE H~850FTN +

291S.894 CS MON 18IN ON m eii INT 220TH STMKO (114 COR 8 9 T7N R8W)

2893.120 CHIS X IN SEDGE 21N IP WITH NAIL SIN UP ON NWCOR 220TH5T E+ AVE I SOFT N + 50FTW CIL INT

2891.6S1 es MON 6IN ON a eii INT 220TH ST E + AVE I MKD(SECeOR 89 16 17 T7N R8W)

281S.001 NAIL IN 21N IP 4IN UP ON NweOR 220TH ST E + AVE1-8 SOFT N+ 50FT weii INT

2813.197 GS MaN 12IN ON ál eii INT 220TH ST E + AVE 1-8MKD(1/4 COR 17 16 T7N R8W)

HI VISTA 2840.411 es MON 18IN ON ál eii INT 220TH ST E + AVE J-8(1968) MKO (1/4 COR 20 21 T7N R8wr .

2840.578 CHIS X IN N EDGE 2IN IP WITH NAIL 4IN UP ON SWCOR 200THST E + AVE J-8S0FTS + 50FTW eii INT

2830.253 NAIL IN 21M IP 6IN UP ON NE COR 220TH ST E + AVEK 50FT N + 50FT E eii INT

SEP 1969

QUAD-YEAR

HI VISTA( i 968 )

HI VISTA( 1968)

HI VISTA(1968 )

HI VISTA( 19M3 )

HI VISTA(1968)

HI VISTA( 1968)

HI VISTA(1968 )

HI VISTAl 1968) .

HI VISTA( 1968)

HIVIST A(1968) .

HI VISTA( 1968 )

HI VISTA( 19(8)

HI VISTA( 1968 )

HI VISTA( 1968 )

HI VISTA(1968 )

HI VISTA(1968)

HI VISTAn 968 )

HI VISTA(1968 )

LOS ANGELES COUNTY ROAD DEPARTMENTSURVEY SECTION FI ElD ENGINEERI NG OIVI S ION

ElEVDESCRIPTION

(INCLUDE QUAD AND YEAR IN DESCRIPTION)

4lN UP ON NW50FT weii unE +A VE H.-a

2828.059 es MON 1211\ ON ~ Cll INT 220TH ST E + AVE KMKD(SEe eOR 20 21 29 28 T7N RaW)

2806.533 CHIS X IN E EDGE 2IN IP WITH NAIL ON NE COR220TH ST E + AVE K-8 SOFT N+ 50FT E CIL ¡INT

2803..596 CS MON 121N DN m eii INT 22ûTH ST E + AVE K-8MKO (114 COR 29 28 T11\ R8W)

2771.142 CHIS X IN N EDGE 2IN IP WITH CE TAG 8IN UP ON NWCOR 220TH 5T E + AVE L 50FT N + 50FT WCfLINT

2715.243 es MaN lOIN ON m eii 1NT 220TH 5T E + AVE L MKD(SEC COR 28 29 32 33 T11\ R8W)

2762.734 CHIS X IN WEDGE 21N 1 P WITHCE TAG 7INUP ONeii' AVE l-8 40FT weii 220TH ST E

2761.612 CS MaN 121N ON õ) ell INT 220TH ST E + AVE l-8MKO (114 COR 32 33 T7N RaW)

PAGE 20

8M NUMB ER

ai 3516

ai 3511

Bl 3518

Bl 3S19

BL 3520

ai 3521

ai 3522

ai 3S23

Bl 3S24

ai 3525

al 3526

Bl 3521

Bl 3528

Bl 3S29

Bl 3530

Bl 3531

Bl 3S32

Bl 3533

Bl 3534