|
NORTH 1/4 CORNER SECTION 5
<br />nw ovu nno m mvn .¢" %nil
<br />(2654.10, (R,) _ MILE a ROAD
<br />S88'49'23"E (R1) 2654.15' BASIS OF BEARINGS
<br />1327.07'
<br />NORTHWEST CORNER SECTION 5 (1327(tt.05') (R1) _
<br />FND. BOLT AND WASHER IN MONUMENT
<br />WELL TAGGED LS 2239 (R1) S88'49123"E 1327.08'
<br />N(1327.05') (R1)
<br />02'19" E�
<br />S 04
<br />S86'49'23"E 159.63' (R1) -\ �N8T05'29"E 140.96'(87) 3.00' 30.00' I
<br />(R2) I ' S88'49'23"E 928.01' (RI) 72.31
<br />1! �- - I
<br />N8849 23 W '29"W
<br />u=. rnNO"00'00"E 20.43'
<br />���n I NO'00'00"E
<br />1 5884923
<br />S-1 31.53' '""E 165.63' 0 25 50 100
<br />V I -
<br />I 00
<br />O
<br />2 00"W N
<br />D 24.144.14''
<br />4 y�
<br />W `AS
<br />I I W $
<br />0 po Tc
<br />ACCESS $ z
<br />w o S88 -49'23"E z
<br />1 88'22' 443.34'
<br />' N88 -49'23"W (RI) 531.56'
<br />N88'49'23"W 65.27' (531.60') (R1) %
<br />270
<br />65' (R1) (_Lr 0 1\/V\ P S ` 9 FND.3/4" IRON PIPE IN
<br />CONDITIONS OF APPROVAL (CONT.) MONUMENT WELL(Rl)
<br />8. THE ODS SHALL DESIGN AND CONSTRUCT AN 8 -INCH DIAMETER SANITARY SEWER PIPE
<br />FND. 3/4" IRON PIPE IN WELL (R1) EXTENDED FROM AG SPANOS BLVD IN THORNTON ROAD THAT WILL SERVE THE PROJECT.
<br />RCE 15831 (R1) 9. THE ODS SHALL SUBMIT DETAILED SUBDIVISION IMPROVEMENT PLANS. THESE PLANS
<br />SHALL SHOW ALL ON-SITE AND OFF-SITE UTILITIES NECESSARY TO PROVIDE WATER,
<br />STORM, AND SANITARY SEWER UTILITY SERVICE. THESE PLANS SHALL BE DESIGNED IN
<br />CONDITIONS OF APPROVAL PER TENTATIVE MAP P18-0452 ACCORDANCE WITH THE CITY'S MOST RECENTLY ADOPTED WATER, STORM, AND SANITARY
<br />1. COMPLY WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND CITY CODES, COLLECTION SYSTEM MASTER PLANS AND THE CITY'S PUBLIC WORKS DESIGN STANDARDS.
<br />REGULATIONS AND ADOPTED STANDARDS AND PAY ALL APPLICABLE FEES. 10. UPDATE ALL REFERENCES TO THE STORM WATER QUALITY CONTROL PLAN (SWQCCP) TO
<br />2. THE PROPERTY OWNERS, DEVELOPERS ANDIOR SUCCESSORS -IN -INTEREST (ODS) REFLECT THE FOLLOWING. THIS PROJECT MUST COMPLY WITH THE STORM WATER
<br />SHALL BE RESPONSIBLE FOR THE CITY'S LEGAL AND ADMINISTRATIVE COSTS QUALITY CONTROL CRITERIA PLAN, PER THE STOCKTON MUNICIPAL CODE SECTION
<br />ASSOCIATED WITH DEFENDING ANY LEGAL CHALLENGE OF THE APPROVALS FOR 13.20.010 AND AS OUTLINED IN THE CITY'S PHASE 1 STORM WATER NPDES PERMIT ISSUED
<br />THIS PROJECT OR ITS RELATED ENVIRONMENTAL DOCUMENT. BY THE CALIFORNIA WATER QUALITY CONTROL BOARD, CENTRAL VALLEY REGION (ORDER
<br />3. IN ORDER TO MINIMIZE ANY ADVERSE FINANCIAL IMPACT ON THE CITY OF NO. R5-2007-0173). THE OWNERS, DEVELOPERS, AND/OR SUCCESSORS -IN -INTEREST (ODS)
<br />STOCKTON (COS) ASSOCIATED WITH DEVELOPMENT AND/OR USE OF THE MUST EXECUTE A MAINTENANCE AGREEMENT WITH THE CITY. PRIOR TO RECEIVING A
<br />SUBJECT SITE, THE ODS AGREES THAT IT WILL NOT CHALLENGE OR PROTEST ANY CERTIFICATE OF OCCUPANCY, TO PROVIDE FUNDING FOR THE OPERATION,
<br />APPLICABLE FEES ASSOCIATED WITH THE DEVELOPMENT OF THE SITE, BUT IF MAINTENANCE, AND REPLACEMENT COSTS OF THE STORM WATER BEST MANAGEMENT
<br />SUCH FEES ARE AMENDED OR MODIFIED, THE ODS AGREES TO PAY SUCH FEES AS PRACTICES.
<br />THEY MAY BE AMENDED OR MODIFIED FROM TIME TO TIME. 11. THIS PROJECT SHALL COMPLY WITH SECTION 13.16.150, BEST MANAGEMENT PRACTICES -
<br />4. THE ODS SHALL PROVIDE FOR A WIDER INGRESS/EGRESS THAN THIRTY (30) FEET INDUSTRIAL USERS AND NEW DEVELOPMENTS AND REDEVELOPMENTS, OF THE STOCKTON
<br />TO ALLOW FOR DELIVERY TRUCKS TO MANEUVER. MUNICIPAL CODE. THE PROPERTY OWNER IS REQUIRED TO FILE A NOTICE OF INTENT (N01)
<br />5. THE ODS SHALL PROVIDE FOR ACCESS EASEMENTS BETWEEN DIVIDED PARCELS WITH THE STATE WATER RESOURCES CONTROL BOARD PRIOR TO COMMENCEMENT OF
<br />FOR SHARED INGRESS/EGRESS. CONSTRUCTION ACTIVITY. UPON RECEIPT OF THE COMPLETED N01 THE PROPERTY OWNER
<br />6. THE ODS SHALL MAINTAIN THE INTEGRITY OF THE IRRIGATION SYSTEM FOR THE WILL BE SENT A RECEIPT LETTER CONTAINING THE WASTE DISCHARGERS IDENTIFICATION
<br />RIGHT-OF-WAY LANDSCAPING. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, NUMBER (WDID). THE CITY REQUIRES WASTE DISCHARGER'S IDENTIFICATION NUMBER
<br />SLEEVING THE IRRIGATION PIPING AND ELECTRICAL WIRES WHERE NEW (N/DID) FROM THE STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD TO BE
<br />DRIVEWAYS ARE INSTALLED; AND MODIFICATIONS TO THE IRRIGATION SYSTEM TO SUBMITTED PRIOR TO ISSUANCE OF A GRADING PERMIT OR PLAN APPROVAL. AN EROSION
<br />ACCOMMODATE THE NEW DRIVEWAYS. THE DESIGN OF THE IRRIGATION SYSTEM CONTROL PLAN IS ALSO REQUIRED TO BE INCORPORATED INTO THE PROJECT PLANS
<br />MODIFICATION TO ACCOMMODATE THE DRIVEWAYS SHALL BE PREPARED BY A AND/OR GRADING PLANS PRIOR TO APPROVAL. THE SWPPP IS REQUIRED TO BE AVAILABLE
<br />LICENSED LANDSCAPE ARCHITECT. THE MODIFICATION WORK SHALL BE ON SITE.
<br />PERFORMED BY A LANDSCAPE CONTRACTOR LICENSED BY THE CALIFORNIA 12. THE ODS SHALL COMPLY WITH ANY AND ALL REQUIREMENTS, AND PAY ALL ASSOCIATED
<br />CONTRACTORS STATE LICENSE BOARD. FEES, AS REQUIRED BY THE CITY'S STORM WATER POLLUTION PREVENTION PROGRAM AS
<br />7. THE ODS SHALL INSTALL A MINIMUM SIX (6) -INCH WIDE BY TWELVE (12) -INCH SET FORTH IN ITS NPDES STORM WATER PERMIT.
<br />DEEP CONCRETE HEADERIDIVIDER BETWEEN THE ON-SITE LANDSCAPING AND 13. ANY EXISTING WELLS OR SEPTIC SYSTEMS TO BE ABANDONED SHALL BE DESTROYED
<br />THE EXISTING LANDSCAPING IN THE RIGHT-OF-WAY. THE ON-SITE LANDSCAPE UNDER PERMIT AND INSPECTION BY THE ENVIRONMENTAL HEALTH DEPARTMENT (SAN
<br />IRRIGATION SYSTEM SHALL HAVE ITS OWN WATER SERVICE POINT OF JOAQUIN DEVELOPMENT TITLE, SECTION 9-1110.3 AND 9-1110.4).
<br />CONNECTION AND METER AND SHALL BE IT IS ALSO RECOMMENDED THAT THE 14. ANY GEOTECHNICAL DRILLING SHALL BE CONDUCTED UNDER PERMIT AND INSPECTION BY
<br />FOLLOWING INFORMATION OR ORDINANCES BE FORWARDED TO THE THE ENVIRONMENTAL HEALTH DEPARTMENT (SAN JOAQUIN DEVELOPMENT TITLE, SECTION
<br />OWNERS/DEVELOPERS. 9-1115.3 AND 9-1110.6)
<br />=.00'(Rl)
<br />LD -4Z'47'33 -(R1)
<br />L -53.08'(R1)
<br />N78'26'03"W 44.25' (R1)
<br />R=100.00'(R1)
<br />D -10'23'20"(R1)
<br />� L=18.13'(R1) -
<br />}
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<br />N
<br />M
<br />N
<br />N88'49"23"1N 255.90' (R1)
<br />N88'49'23"W 349.60' (R1) N
<br />io FND.3/4" IRON PIPE IN MONUMENT
<br />`� WEILL TAGGED LS6953 (R1)
<br />BREAKER WAY
<br />2J3 2,32 I 2 11 I �)JJ I 22-9
<br />R=100.00'(R1)
<br />D-7'00'57" (7'01'56") (R1)
<br />L=122.45' (122.73') (Rt)
<br />FND. 3/4" IRON
<br />PIPE IN MONUMENT
<br />WELL (R1)
<br />(%J J\/II\FS 39
<br />References
<br />(R1) TRACT 3452 SILVER SPRINGS FILED IN
<br />BOOK 40 OF MAPS AND PLATS, AT PAGE 39,
<br />SAN JOAQUIN COUNTY OFFICIAL RECORDS
<br />(R2) RESOLUTION NO. 2018-01-23-1502
<br />DOCUMENT NO. 2018-010661
<br />LeAr20 n
<br />• SET 5/8" REBAR W/
<br />PLASTIC CAP LS 7182
<br />IN FOUND MONUMENT
<br />AS NOTED
<br />p CALCULATED POINT
<br />(R1) EMBRACES RECORD DATA
<br />SFN SEARCHED, FOUND NOTHING
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />R=100.00(Rl)'z���� EX. 25' PUE (R1) -{
<br />L=5190'(R1) R1� oii
<br />w 1r R -100.00'(R1)
<br />R=278.00(R1)'I \r� D=36'15'11"(R1)
<br />D=2'14'38"(R7) .�I \-90 L-63.27'(Rl)
<br />L -10.81'(R1) gl \ 9J
<br />R=224.00'(Rl) yl \
<br />�D=742'18"(R1)
<br />L=30.12'(Rl )
<br />R=60.00(R1) �,yt
<br />1
<br />D=93'2516 (R1)
<br />L=97.83'(R1) „c
<br />283 2B 19'W ORD ' N
<br />RECORD MON SFN
<br />R=250.00'(Rt) /
<br />�R=250.00'(Rl) D=29'40'33"(R1)
<br />D=7'42'18"(R7) L=129.49'(Ri)
<br />L=33.62'(Rt) TOTAL
<br />22c I ??f 226
<br />Nss'37
<br />JJ
<br />FND.3/4" IRON PIPE IN
<br />MONUMENT WELL (R1)
<br />91
<br />PARCEL MAP COS 18-05
<br />for Elite Devco, LLC
<br />Being a Subdivision of Lot 271 as shown on the map of Tract No.
<br />3452, Silver Springs, filed October 28, 2005 in Book 40 of Maps and
<br />Plats at Page 39, San Joaquin records. Located in the Northwest
<br />Quarter of Section 5, Township 2 North, Range 6 East,
<br />Mount Diablo Base and Meridian.
<br />City of STOCKTON
<br />County of SAN JOAQUIN State of CALIFORNIA
<br />OCTOBER 2018 Sheet 1 of 2
<br />4
<br />I � E
<br />65.80' N8 g3 3 - - 105.76
<br />N8849'23"W
<br />- - -
<br />_ _ _ _ 588 49 23 E 863.47
<br />64.54'
<br />RESTRICTED ACCESS (TYP.)
<br />S39'34'11"W
<br />48.08'
<br />S87'0529"W
<br />.�
<br />ACCESS
<br />(R2)
<br />-�
<br />(48.11') (R1) M
<br />rn
<br />34.60' V)
<br />g
<br />ti
<br />Notes."
<br />ro
<br />-
<br />-
<br />n
<br />W
<br />a.
<br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />PARCEL 1
<br />W
<br />N
<br />2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED ALONG
<br />iPARCEL
<br />I 3
<br />PARCEL 2
<br />0
<br />0.391 Acres
<br />0
<br />>i
<br />W
<br />ALL STREETS AS SHOWN ON THIS MAP.
<br />O
<br />Z
<br />o
<br />0.687 Acres
<br />1.033 Acres
<br />Z
<br />z
<br />(--EX. 10' PUE (R1)
<br />Basis of Bearings
<br />`end
<br />RESTRICTED k
<br />S88'49'23"E 18.00'
<br />O
<br />THE BEARING OF SOUTH $8°49'23" EAST TAKEN ON THE CENTER LINE
<br />OF EIGHT MILE ROAD AS SHOWN ON THAT CERTAIN PARCEL MAP
<br />cA r
<br />I ACCESS p0
<br />100.13'
<br />PARCEL 4
<br />�
<br />(TYP.)o�h
<br />f
<br />ENTITLED "TRACT 3452 SILVER SPRINGS", FILED FOR RECORD ON
<br />(R2) °
<br />S88'49'23"E 118.13'
<br />( 410 P 3
<br />3.19
<br />7.981 Acres
<br />OCTOBER 28, 2005, IN BOOK 40 OF MAPS AND PLATS AT PAGE 39, SAN
<br />o
<br />m
<br />N58'30'41"E 20.21'
<br />IYJA
<br />JOAQUIN COUNTY RECORDS, WAS TAKEN AS THE BASIS FOR ALL
<br />�c
<br />7
<br />w
<br />N48'16'12"W 41.91'
<br />BEARINGS SHOWN HEREON.
<br />J J
<br />(�,
<br />r
<br />I
<br />-N7'10'37"E
<br />61.99'
<br />SCALE
<br />1 in. = 50 ft.
<br />u=. rnNO"00'00"E 20.43'
<br />���n I NO'00'00"E
<br />1 5884923
<br />S-1 31.53' '""E 165.63' 0 25 50 100
<br />V I -
<br />I 00
<br />O
<br />2 00"W N
<br />D 24.144.14''
<br />4 y�
<br />W `AS
<br />I I W $
<br />0 po Tc
<br />ACCESS $ z
<br />w o S88 -49'23"E z
<br />1 88'22' 443.34'
<br />' N88 -49'23"W (RI) 531.56'
<br />N88'49'23"W 65.27' (531.60') (R1) %
<br />270
<br />65' (R1) (_Lr 0 1\/V\ P S ` 9 FND.3/4" IRON PIPE IN
<br />CONDITIONS OF APPROVAL (CONT.) MONUMENT WELL(Rl)
<br />8. THE ODS SHALL DESIGN AND CONSTRUCT AN 8 -INCH DIAMETER SANITARY SEWER PIPE
<br />FND. 3/4" IRON PIPE IN WELL (R1) EXTENDED FROM AG SPANOS BLVD IN THORNTON ROAD THAT WILL SERVE THE PROJECT.
<br />RCE 15831 (R1) 9. THE ODS SHALL SUBMIT DETAILED SUBDIVISION IMPROVEMENT PLANS. THESE PLANS
<br />SHALL SHOW ALL ON-SITE AND OFF-SITE UTILITIES NECESSARY TO PROVIDE WATER,
<br />STORM, AND SANITARY SEWER UTILITY SERVICE. THESE PLANS SHALL BE DESIGNED IN
<br />CONDITIONS OF APPROVAL PER TENTATIVE MAP P18-0452 ACCORDANCE WITH THE CITY'S MOST RECENTLY ADOPTED WATER, STORM, AND SANITARY
<br />1. COMPLY WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND CITY CODES, COLLECTION SYSTEM MASTER PLANS AND THE CITY'S PUBLIC WORKS DESIGN STANDARDS.
<br />REGULATIONS AND ADOPTED STANDARDS AND PAY ALL APPLICABLE FEES. 10. UPDATE ALL REFERENCES TO THE STORM WATER QUALITY CONTROL PLAN (SWQCCP) TO
<br />2. THE PROPERTY OWNERS, DEVELOPERS ANDIOR SUCCESSORS -IN -INTEREST (ODS) REFLECT THE FOLLOWING. THIS PROJECT MUST COMPLY WITH THE STORM WATER
<br />SHALL BE RESPONSIBLE FOR THE CITY'S LEGAL AND ADMINISTRATIVE COSTS QUALITY CONTROL CRITERIA PLAN, PER THE STOCKTON MUNICIPAL CODE SECTION
<br />ASSOCIATED WITH DEFENDING ANY LEGAL CHALLENGE OF THE APPROVALS FOR 13.20.010 AND AS OUTLINED IN THE CITY'S PHASE 1 STORM WATER NPDES PERMIT ISSUED
<br />THIS PROJECT OR ITS RELATED ENVIRONMENTAL DOCUMENT. BY THE CALIFORNIA WATER QUALITY CONTROL BOARD, CENTRAL VALLEY REGION (ORDER
<br />3. IN ORDER TO MINIMIZE ANY ADVERSE FINANCIAL IMPACT ON THE CITY OF NO. R5-2007-0173). THE OWNERS, DEVELOPERS, AND/OR SUCCESSORS -IN -INTEREST (ODS)
<br />STOCKTON (COS) ASSOCIATED WITH DEVELOPMENT AND/OR USE OF THE MUST EXECUTE A MAINTENANCE AGREEMENT WITH THE CITY. PRIOR TO RECEIVING A
<br />SUBJECT SITE, THE ODS AGREES THAT IT WILL NOT CHALLENGE OR PROTEST ANY CERTIFICATE OF OCCUPANCY, TO PROVIDE FUNDING FOR THE OPERATION,
<br />APPLICABLE FEES ASSOCIATED WITH THE DEVELOPMENT OF THE SITE, BUT IF MAINTENANCE, AND REPLACEMENT COSTS OF THE STORM WATER BEST MANAGEMENT
<br />SUCH FEES ARE AMENDED OR MODIFIED, THE ODS AGREES TO PAY SUCH FEES AS PRACTICES.
<br />THEY MAY BE AMENDED OR MODIFIED FROM TIME TO TIME. 11. THIS PROJECT SHALL COMPLY WITH SECTION 13.16.150, BEST MANAGEMENT PRACTICES -
<br />4. THE ODS SHALL PROVIDE FOR A WIDER INGRESS/EGRESS THAN THIRTY (30) FEET INDUSTRIAL USERS AND NEW DEVELOPMENTS AND REDEVELOPMENTS, OF THE STOCKTON
<br />TO ALLOW FOR DELIVERY TRUCKS TO MANEUVER. MUNICIPAL CODE. THE PROPERTY OWNER IS REQUIRED TO FILE A NOTICE OF INTENT (N01)
<br />5. THE ODS SHALL PROVIDE FOR ACCESS EASEMENTS BETWEEN DIVIDED PARCELS WITH THE STATE WATER RESOURCES CONTROL BOARD PRIOR TO COMMENCEMENT OF
<br />FOR SHARED INGRESS/EGRESS. CONSTRUCTION ACTIVITY. UPON RECEIPT OF THE COMPLETED N01 THE PROPERTY OWNER
<br />6. THE ODS SHALL MAINTAIN THE INTEGRITY OF THE IRRIGATION SYSTEM FOR THE WILL BE SENT A RECEIPT LETTER CONTAINING THE WASTE DISCHARGERS IDENTIFICATION
<br />RIGHT-OF-WAY LANDSCAPING. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, NUMBER (WDID). THE CITY REQUIRES WASTE DISCHARGER'S IDENTIFICATION NUMBER
<br />SLEEVING THE IRRIGATION PIPING AND ELECTRICAL WIRES WHERE NEW (N/DID) FROM THE STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD TO BE
<br />DRIVEWAYS ARE INSTALLED; AND MODIFICATIONS TO THE IRRIGATION SYSTEM TO SUBMITTED PRIOR TO ISSUANCE OF A GRADING PERMIT OR PLAN APPROVAL. AN EROSION
<br />ACCOMMODATE THE NEW DRIVEWAYS. THE DESIGN OF THE IRRIGATION SYSTEM CONTROL PLAN IS ALSO REQUIRED TO BE INCORPORATED INTO THE PROJECT PLANS
<br />MODIFICATION TO ACCOMMODATE THE DRIVEWAYS SHALL BE PREPARED BY A AND/OR GRADING PLANS PRIOR TO APPROVAL. THE SWPPP IS REQUIRED TO BE AVAILABLE
<br />LICENSED LANDSCAPE ARCHITECT. THE MODIFICATION WORK SHALL BE ON SITE.
<br />PERFORMED BY A LANDSCAPE CONTRACTOR LICENSED BY THE CALIFORNIA 12. THE ODS SHALL COMPLY WITH ANY AND ALL REQUIREMENTS, AND PAY ALL ASSOCIATED
<br />CONTRACTORS STATE LICENSE BOARD. FEES, AS REQUIRED BY THE CITY'S STORM WATER POLLUTION PREVENTION PROGRAM AS
<br />7. THE ODS SHALL INSTALL A MINIMUM SIX (6) -INCH WIDE BY TWELVE (12) -INCH SET FORTH IN ITS NPDES STORM WATER PERMIT.
<br />DEEP CONCRETE HEADERIDIVIDER BETWEEN THE ON-SITE LANDSCAPING AND 13. ANY EXISTING WELLS OR SEPTIC SYSTEMS TO BE ABANDONED SHALL BE DESTROYED
<br />THE EXISTING LANDSCAPING IN THE RIGHT-OF-WAY. THE ON-SITE LANDSCAPE UNDER PERMIT AND INSPECTION BY THE ENVIRONMENTAL HEALTH DEPARTMENT (SAN
<br />IRRIGATION SYSTEM SHALL HAVE ITS OWN WATER SERVICE POINT OF JOAQUIN DEVELOPMENT TITLE, SECTION 9-1110.3 AND 9-1110.4).
<br />CONNECTION AND METER AND SHALL BE IT IS ALSO RECOMMENDED THAT THE 14. ANY GEOTECHNICAL DRILLING SHALL BE CONDUCTED UNDER PERMIT AND INSPECTION BY
<br />FOLLOWING INFORMATION OR ORDINANCES BE FORWARDED TO THE THE ENVIRONMENTAL HEALTH DEPARTMENT (SAN JOAQUIN DEVELOPMENT TITLE, SECTION
<br />OWNERS/DEVELOPERS. 9-1115.3 AND 9-1110.6)
<br />=.00'(Rl)
<br />LD -4Z'47'33 -(R1)
<br />L -53.08'(R1)
<br />N78'26'03"W 44.25' (R1)
<br />R=100.00'(R1)
<br />D -10'23'20"(R1)
<br />� L=18.13'(R1) -
<br />}
<br />Q
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<br />0
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<br />in
<br />a
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<br />rn
<br />N
<br />M
<br />N
<br />N88'49"23"1N 255.90' (R1)
<br />N88'49'23"W 349.60' (R1) N
<br />io FND.3/4" IRON PIPE IN MONUMENT
<br />`� WEILL TAGGED LS6953 (R1)
<br />BREAKER WAY
<br />2J3 2,32 I 2 11 I �)JJ I 22-9
<br />R=100.00'(R1)
<br />D-7'00'57" (7'01'56") (R1)
<br />L=122.45' (122.73') (Rt)
<br />FND. 3/4" IRON
<br />PIPE IN MONUMENT
<br />WELL (R1)
<br />(%J J\/II\FS 39
<br />References
<br />(R1) TRACT 3452 SILVER SPRINGS FILED IN
<br />BOOK 40 OF MAPS AND PLATS, AT PAGE 39,
<br />SAN JOAQUIN COUNTY OFFICIAL RECORDS
<br />(R2) RESOLUTION NO. 2018-01-23-1502
<br />DOCUMENT NO. 2018-010661
<br />LeAr20 n
<br />• SET 5/8" REBAR W/
<br />PLASTIC CAP LS 7182
<br />IN FOUND MONUMENT
<br />AS NOTED
<br />p CALCULATED POINT
<br />(R1) EMBRACES RECORD DATA
<br />SFN SEARCHED, FOUND NOTHING
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />R=100.00(Rl)'z���� EX. 25' PUE (R1) -{
<br />L=5190'(R1) R1� oii
<br />w 1r R -100.00'(R1)
<br />R=278.00(R1)'I \r� D=36'15'11"(R1)
<br />D=2'14'38"(R7) .�I \-90 L-63.27'(Rl)
<br />L -10.81'(R1) gl \ 9J
<br />R=224.00'(Rl) yl \
<br />�D=742'18"(R1)
<br />L=30.12'(Rl )
<br />R=60.00(R1) �,yt
<br />1
<br />D=93'2516 (R1)
<br />L=97.83'(R1) „c
<br />283 2B 19'W ORD ' N
<br />RECORD MON SFN
<br />R=250.00'(Rt) /
<br />�R=250.00'(Rl) D=29'40'33"(R1)
<br />D=7'42'18"(R7) L=129.49'(Ri)
<br />L=33.62'(Rt) TOTAL
<br />22c I ??f 226
<br />Nss'37
<br />JJ
<br />FND.3/4" IRON PIPE IN
<br />MONUMENT WELL (R1)
<br />91
<br />PARCEL MAP COS 18-05
<br />for Elite Devco, LLC
<br />Being a Subdivision of Lot 271 as shown on the map of Tract No.
<br />3452, Silver Springs, filed October 28, 2005 in Book 40 of Maps and
<br />Plats at Page 39, San Joaquin records. Located in the Northwest
<br />Quarter of Section 5, Township 2 North, Range 6 East,
<br />Mount Diablo Base and Meridian.
<br />City of STOCKTON
<br />County of SAN JOAQUIN State of CALIFORNIA
<br />OCTOBER 2018 Sheet 1 of 2
<br />4
<br />I � E
<br />
|