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<br />      																																																			TRACT    NO,   3764
<br /> 																																																		SUBDIVISIONS  OF  SAN JOAQUIN  COUNTY,  CALIFORNIA
<br />    																						27     																													ELLIS  PHASE  IA
<br />    																		26       																													BEING A SUBDIVISION OF PARCELS A, B,C, AND D OF'CBAT CERTAIN PARCEL
<br />																																		CURVE TABLE					LINE TABLE    								REED IN BOOK     WIT I NG SECTION 6;P OWNSHIP 3 SOUTIJ)
<br />      																																																						OF      						TH,
<br />       														r r  				A�												NO     RADIUS      DELTA     LENGTH       	NO      BEARING      LENGTH
<br />  																																																			RANGE S EAST, MOUNT  DIABLQ BASE AND MERIDIAN
<br />   															J  			l4$�6   		`'�tW Ml    °																											CITY OF 'TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 																	i  	D  		,210       �� 								C1      25.00'    90'00'00"    39.27'      	L21    N42'06'22'E     3.28'
<br />    																																																			Carlson,  Barbee $Q Gibson,  Inc.    					I
<br />    															�✓    R%2� 	D ieB��'R1      	1��  									C125   278.00'    8°25'22"     40.87'       	L22   N42'06'22'E     3.28'      								CIVIL ENGINEERS •SURVEYORS -PLANNERS
<br />   																					1gjgp
<br />     																																																						SAN RAMON,CALIFORNIA
<br />    												d   																			C126   278.00'    10'52'47"    52.79'
<br /> 																				a��p�,s	a      																													SCALE: I"=  40'   	AUGUST' 2015
<br />       																				01'      										C128   222.00'    11'59'58"    46.49'
<br />       																																																	40' 		0'       2 '	0'      							'
<br />   													i   				o0 																																							8       				1
<br /> 													/   \�    ��		��O•  ��      ��       		o,   								C129   222.00'    16"55'05"    65.55'																1	4    		1					1
<br />     																							-
<br />   												//
<br /> 																																C130    50,00
<br />																										r r      							'    28°06'09"    24.53'
<br /> 																																																							GRAPHIC SCALE
<br />  									3      	/1    `�°j  	•°  to  	��i    	✓✓�Q       			�  .P•. 	J:J    					C131     50.00'    10'30'46"     9.17'      																												II
<br />   															Oo    G�^�			��       8,350 SFt       6     			Oji
<br /> 																																C132    50.00'    3$'36'55"    33.70'													THE LINE BEARING NOO'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br />       																			A,      																														BASIS OF BEARINGS:
<br /> 																																C134   230.OU     8 42 34      34.96
<br />																																																			TRACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF
<br />  							00   			\   ��   	titi    /  					S     											C135   250.OU'    10'48'42"    47.18'													TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF
<br />  									Ci  	ocryo° o/				3�      																															TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br />																																																			CONSULTANTS GROUP  INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br />       					O�     					.\	�0       			7,349 SFt      				6 E
<br />     										p       O  ,     ✓  										555   																										WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br />   						�9�      																																										THIS MAP, SHOWN HEREON, DISTANCES SHOWN ARE GROUND
<br />       						oo( 					/     s,       		✓?    30     					513A 																										DISTANCES.
<br />														A,      		•oo.																																	LEGEND
<br />      							�J      			"		F							titi
<br /> 									°																				J
<br />   															8,    6																	J
<br /> 																					�ryo�000    						3 r    			7f       																						BOUNDARY LINE
<br />     															3535Ff
<br />  																																																								SECTION LINE 								I
<br />      																								3g										N8'09'53°WR
<br />      																Q     										�i
<br /> 																																					( )     																		LOT LINE/RIGHT-OF-WAY LINE
<br /> 									997�T       				9�00;� 		���`     				9,168 SFt   a   																								- - - -_- - - - -    EASEMENT LINE
<br />   																		�° goo 			^✓�    								—    � ' 	N•  							MELISSA DRIVE      					_ _   		CENTERLINE
<br />																✓y> ��   					✓  S�,   �9?       									o i  						N18'58'35"W(R)   												CITY LIMIT LINE
<br />    																S"�y7G\ 					,9✓sr�8�  0,6ly    			/     19L�1 				�-							0132rN19-38'20"E(R)    		--------------------.   TIE LINE
<br />      										\      						9     \     													M�   										r    												RESTRICTED ACCESS
<br />    																					37   													SEE DETAIL  					C130�-
<br />     																	✓       													5   	Ci
<br />       																				7,920 SFt				�p    ,5       					C132      THIS SHEET     				2														REFERENCE NUMBER
<br />   																																o\       																			(123.45')  		RECORD DATA AS NOTED
<br /> 																										�   	�     																							(T)     		TOTAL
<br />       																						L21      /   		�y. 	�       ph     29     												, 									(R)     		RADIAL
<br />       																												1$       							C  															(M-,U)   		MONUMENT TO MONUMENT
<br />       																						C1	`600;    		o   b i 	��5.   						G/1    														(M-PL)   		MONUMENT TO PROPERTY LINE
<br />      																											�q,�    s  	ys��    	�       	y�     r					DETAIL t,, 								O      		FOUND STANDARD STREET MONUMENT
<br />       																									00"  \�/�   	AGX'i											NOT TO SCALE   								®      		FOUND MONUMENT AS NOTED
<br />      																											L22
<br />       																							�   						9s6?S�<i   7,594 SFt																						MONUMENT SEARCHED FOR, NOT FOUND
<br />     																					\  	�/}       	"   I   																										O      		SET STANDARD STREET MONUMENT, LS 8164
<br />   													f9					,\�   		\�O    o�       		V�      oeJ6,786 SFt      																						O      		SET REBAR AND CAP, LS 8164
<br />     																																		62.49'   																	PM      		PARCEL MAP
<br />      																				r       		S�Oo,									N89'50'36"W 222.58'(T)    															DN      		DOCUMENT NUMBER
<br />       																							4/       	oo
<br />     																			Q�   				S�,    ;  `'		>So    		op 																					LE      		LANDSCAPE EASEMENT
<br />    																												S       		oO    			`    				r  												PUE     		PUBLIC UTILITY EASEMENT
<br />    																						��  		✓S6\  	��6'  �\       ��R   			PAS'(r     r�    ( PORTION )  											AC      		ACREAGE
<br />  																										��.�     		✓O�>     	28.79'    			25    PM    195     												SF      		SQUARE FEET
<br />       																										J 			9  . 				]NOT   A    PART    OF    THIS       								REFERENCES:
<br />     			NOTES																															SUBDIVISION    										(#)    INDICATES REFERENCE NUMBER
<br />     			1.    ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED      																																			(1)     PARCEL MAP  25 PM 33
<br />     																																q
<br />     			2.    SEE SHEET 2 FOR ADDITIONAL NOTES.   																					��																		(2)    PARCEL MAP (15 PM 168)
<br />     			3.    ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG   														✓      																				(3)    PARCEL MAP (6 PM 184)
<br />   				AT THE TOP OF CURB, ON LOT LINE PROJECTIONS, ANGLE POINTS      																																			(4)    PARCEL MAP (6 PM 193)
<br />   				ALONG THE FRONT OF THE LOTS AND RADIALLY AT RETURNS, UNLESS     													'
<br />   				OTHERWISE NOTED, AND A REBAR AND CAP SHALL BE SET AT ALL       												��																						(5)    RECORD OF SURVEY (36 SURVEYS 118)
<br />   				NUN-FRONTAGE CORNERS AND ANGLE POINTS.   																		Cry      																			(6)    TRACT 2829 (34 M&P .75)
<br />       																																																		(7)    RECORD OF SURVEY (30 SURVEYS 18)
<br />       																																																		(8)    PARCEL MAP (25 PM  195), CERTIFICATE
<br />       																																																			OF CORRECTION (2014-113066)
<br />       		1725-000       																																																							SHEET 15 OF 20
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