EXHIBIT 1
TRACT 8654
2015 GRAND STREET
FOR CONDOMINIUM PURPOSES
CONSISTING OF 8 SHEETS
BEING A SUBDIVISION OF THAT PROPERTY DESCRIBED IN DOCUMENT CITY OF ALAMEDA UMBER 2023-052339, ALAMEDA COUNTY RECORD PARCEL 29 ITY OF ALAMEDA, CALIFORNI
138 PM 76 SAN RAMON : 925) 880-0322
cbg ROSEVILLE (916)788-4458
CIVIL ENGINEERS SURVEYORS PLANNERS
SCALE: 1"= 20 OCTOBER 2023
10' 20'
N601225 V 305.43(T)
GRAPHIC SCALE
[N601225' W | 27.00% PARCEL B
BASIS OF BEARINGS:
11,925 SFt
71200, 1320 г + 2000 = 2)
BEARING BE
N607225'w 214.69 N420*33 E(R)/ N29'20'15"E PER PARCEL VAP 2938 (138 PM 76)
19.94 12.50'
PARCEL A __NG012'25'W 274.17(M-M) LANCHORAGE STREET
-@
-27,227 s# (PRIVATE STREET) 25.00 LEGEND
14.50' (PUE, PAE, EVAE, EBMUD)
N29'47'35"€ 80.80' - - - SUBDIMSION BOUNDARY UNE
_ N2947'35'E 120 pad z» этот RIGHT OF WAY LINE
84.33(LL) 133.34 LOT LINE
- 1.00
EASEMENT UNE
48.80 CENTERLINE
SEMUD 8.50* EBMUD EASEMENT 43.19 70.24 (N-PL TIE LINE
14.30 EASEVENT 2 N294735'E 114.24(4-ML) MONUMENT LINE
27.00' 0,00' N29'47'35 € 55.74 # N294735*E 41.24 TOTAL
5,706 SF÷ 8,196 SF+ (T)
N60°T225 W
(R) RADIAL
4.50' PAE, PUE (4) LOT LINE
N9'45'00°W SEE SHEET 7 (U-M)
29.75 6.00°- MONUMENT TO MONUMENT
(V-ML) MONUMENT TO MONUMENT LINE
18.00' 103/83 - -601275 286.17 - 147.84(L_ _
(M-PL) MONUMENT TO PROPERTY UNE
FOUND STANDARD STREET MONUMENT
- EMERGENCY VEHICLE ACCESS EASEMENT SET STANDARD STREET MONUMENT, LS 7960 SET 5/8° REBAR AND CAP, LS 7960
CLEMENT AVENUE SEARCHED FOR NOT FOUND
EBMUD EAST BAY MUNIPAL UNLITY DISTRICT
EVAE EMERGENCY VEHICLE AOCESS EASEMENT
PAE PUBLIC ACCESS EASEMENT
(2) N6012'25 W (2) N601225*W 256.00 (M-M) • 4/13 PUE PUBLIC UTTY EASEMENT 121 05 05 0 350(1) (2)
1295) REFERENCES:
) INDICATES REFERENCE NUME
PARCEL MAP 2938(138 PM
(2) TRACT 7170(263 M 52)
(3) TRACT 7723(305 V 6)
4) RECORD OF SURVEY (3 RS 16
LINE TABLE CURVE TABLE (5) DEED (DN 2023-05233S
NO BEARING LENGTH NO RADIUS DELTA LENGTH
PARU STREET TRACT 7170 HIBBARD STREET NOTES:
L1| N29'47'35"E 4.50' 19.50* 9000'00* 30.63
263 M 52 3.44 9000'00 30.63 1. DIMENSIONS SHOWN HEREON ARE IN US SURVEY FEET AND DECMALS L2 N601225°W THEREOF, DISTANCES ARE GROUND DISTANCES
L3 N601225 W 6.00' 14.50' 9000'00* 22.78 2. ALL TES ARE PERPENDICULAR, UNLESS OTHERWSE NOTED.
L4 N601225 W 6.95' (M-ML) 135.00 1219'58* 29.06' (1) PRELIMINARY L58409'38' 14.69'
JOB NO. 3333-010 SHEET 5 OF 8