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<br /> 3009 POCK LANE SUBDIVISION
<br /> VESTING TENTATIVE SUBDIVISION MAP
<br /> SAN JOAQUIN COUNTY CALIFORNIA fEP5
<br /> PROJECT
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<br /> LOCATION G.
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<br /> WALK 2.0� 2.0%
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<br /> ROLL CURB.GLITTER ANO L1 ROLL CU 118,GUTTER AND =
<br /> SIDEWALK PER SAN JOAQUIN SIDEWALK PER SAN JOAQUIN
<br /> COUNTY STANDARD DETAIL R-6 COUNTY STANDARD DETAIL R-6 I _
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<br /> ROAD ROLL CURB GUTTER AND -
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<br /> EMSTING IMPROVEMENTS *120.181 = 39
<br /> NT5 SIDEWALK PER SAN JOAQUIN 1 _ _ 38 _ - 48 _rI
<br /> COUNTY STANDARD DETAIL R-6 1 �= 12 11 36 37 — � __ � 1 Received By � On
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<br /> waw —"SAWCUT�' .. � �I , g �$ 68 69 �� __--' ;'` ,---�, ';; ml _ SHEET INDEX
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<br /> �iF w -E1a5T1NG '� 19 66 59 58 ; _ _ —
<br /> VERTICALCURB,GUTTER ANU"';�fl PAVEMENT Vy -r�-�-r �� A 1. TM1.1 COVER AND CROSS SECTIONS SHEET Z
<br /> SIDEWALK PER SANJOAOUIN POC�ME I 27 61 6° _�► ,,�� ii 2. TM2.1 DIMENSIONS AND TOPOGRAPHIC PLAN � V�
<br /> COUNTY STANDARD DETAIL R-7 Cr �1 I -►,-"" l ' 3. TM2,2 UTILITY PLAN �, aJ
<br /> NTS 24 62 s-IA� - -"- � i5 OPEN SPACE _-�' A
<br /> - LOT A 1 ...
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<br /> +_ " " " PROJECT INFORMATION C3
<br /> GENERAL NOTES 21 01 65 ;._ _J ��:; --------------- _ �_ -' W Im
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<br /> C� _ �-- - A-REG ULATORYAGENCY: SAN JOAQUIN COUNTY U
<br /> 1. ALL IMPROVEMENTS SHALL 8E CONSTRUCTED AS PER THE SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS EXCEPT AS �QI 22 J - __ 1810 E HAZELTON AVENUE W
<br /> NOTED, 0 � �r - _ ~��- ----____---------_-__---_ - _ - STOCKTON,GA 95205ACV
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<br /> 1 24 _ - - - Y( 1 --- __ I� -' -� 1 T:(209)468-3124 to
<br /> 2. STORM DRAINAGE:THIS TENTATIVE SUBDIVISION MAP SHOWS ONE OF SEVERAL STORM GRAIN SYSTEM ALTERNATIVES THAT MAYBE _ _ - ` r- ---- __-_____ - _-- - CONTACT:G IUSEPPE SANFILIPPO P:Q
<br /> 23 _ `-EEK _ —
<br /> UTILIZED FOR THE PROJECT.THERE ARE ADDITIONAL STORM DRAIN SYSTEM ALTERNATIVES THAT MAY BE UTILIZED DEPENDING ON FINAL -C � ��� _ _ - � ~- C'R -- - �Y-- -~� -_I _ - ----�---~~ - �� � - 1 Q J
<br /> ANALYSIS AND DESIGN.THE OPTIONS ARE AS FOLLOWS: _ �� �Q J— - � __- -- �_ _ - ------- --t �--�Y--- -- -- _ �� ��-f-~- . '� B APPLICANT; POCK LANE PARTNERS,LLC.
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<br /> 1 _ _ F_ 119EWEBERAVENUE Z �e
<br /> I) DISCHARGING INTO DUCK CREEK AS SHOWN ON THE FACE OF THIS TENTATIVE MAP: r T 11 I Y� _ _ - _ __ �, r��F�� 1�4 � STOCKTON,:(209) 3 -96CA,95202 L�,]
<br /> a. SUBMIT PERMIT APPLICATION TO THE STATE WATER QUALITY CONTROL BOARD ABOUT PERMITTING A NEW DISCHARGE INTO DUCK _ 1 I I r-r -_- '- f D 25' OFFSET FROM _ T. NTA T.ANTHONY
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<br /> EXISTING FLOOD CREEK HINGEPOINT 1 Z (}0,
<br /> 1 ... __ - 1 CONTACT;ANTHONY BARKETT
<br /> GREEK, _ � � I 1 I 1 _�= -- __-' �-- CONTROL EASEMENT _ 1�3
<br /> b, IF A NEW DISCHARGE INTO DUCK CREEK CAN BE PERMITTED DESIGN A SYSTEM THAT WILL CONVEY STORM WATER AND DISCHARGE INTO I I 1 __ _- __ _
<br /> THE CREEH AT THE PERMITTED AMOUNT. rip 105 1 C-ENGINEER: NORTHSTAR ENGINEERING GROUP,INC Q Z az
<br /> C. IF THE REQUIREMENT IS TO HAVE PUBLICLY MAINTAINED STORM DRAINAGE THEN A CFD WOULD HAVE TO BE FORMED TO MAINTAIN THE 1 1 1 1 I 11 r� - _ 94 52012th STREET
<br /> NEW INFRASTRUCTURE. I 1 1 1 1 I 1 - - - 102 NJ, 1 a61 MODESTO CA,95354 Ii
<br /> 2) CONNECT TO EXISTING SYSTEM ALONG LOOM IS OR DISCHARGE INTO BIEGHLE DRAIN: 1 1 1 I 1198 ' �� �. T:(209)524-3525 W W QO
<br /> a. PERFORM AN ANALYSIS TO DETERMINE THE EXISTING CAPACITY,IF THERE IS ANY ADDI ZONAL CAPACITY,IN THE SYSTEM THAT WILL 95 BE 1 I I 1 1 1 III 50 CONTACT:PAMELA HURBAN ' >QQ
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<br /> DISCHARGED TO. I 1 I 1 I S 107 1 D-ASSESSOR'S PARCEL NUMBER: 179-120-11 0 mo
<br /> b. VERIFY THAT IS ALLOWABLE FOR THE PROJECT TO CONNECT INTO THE LOOMIS ROAD STORM DRAIN SYSTEM,OR TO DISCHARGE INTO , � 1 I y- � 92 N 96 � n
<br /> THE BIEGHLE DRAIN. _ 1Z
<br /> C. IF THERE IS ADEQUATE CAPACITY IN THE SYSTEM IDENTIFIED,THE STORM DRAIN DETENTION BASIN WILL BE DESIGNED TO DETAIN THE II 1 1 - I I tln_ 100 108 1 E.EXISTING LAND IISE: VACANT LOT Q
<br /> PROJECT AUNOFF AND METER THE DISCHARGE INTO OTHER THE LO0MIS ROAD STORM DRAIN LINE 0R THE THE 81EGHLE DRAIN 1 _ ,- _ 1 91 '
<br /> OFF-PEAK. '1 � y � �-� I I G) 97 -
<br /> F.PROPOSED LAND USE: SINGLE FAMILY HOMES
<br /> IF THE REQUIREMENT IS TO HAVE PUBLICLY MAINTAINED STORM DRAINAGE THEN A CFO WILL BE FORDED TO MAINTAIN THE NEW y _ r 1 I Il 9p I 99 _ G-EXISTING ZONING/GR Ail-201 R1L x
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<br /> INFRASTRUCTURE. 98— I 1 I 11 II III _ 1 H.PROPOSED ZONING/GP: R-LJ R/L m
<br /> 3) RETENTION BASIN: _ T 1 1 1 I 1 I 89 _-SZpIEo i5
<br /> a. DESIGN THE RETENTION BASIN IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARDS. 1 1 I I 1 1 11 _ -16 80 I.TOTAL PROJECT SIZE: 23,0±ACRES R
<br /> b. INCREASE FOOTPRINT OF DETENTION BASIN SHOWN ON TENTATIVE MAP AS REQUIRED TO FUNCTION AS A RETENTION BASIN IN 1 ' 1 $1 w ry
<br /> ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARDS. $3 $2 J.NET ACREAGE: 22.9±ACRES
<br /> C. IF THE REQUIREMENT IS TO HAVE PUBLIGLY MAINTAINED STORM DRAINAGE THEN A CFD WILL BE FORMED TO MAINTAIN THE NEW
<br /> INFRASTRUCTURE, I I I 1 �I 85 84 K.TOTAL NUMBER OF R-1 LOTS: 108 (� �
<br /> 3. ALL STORM DRAINAGE IMPROVEMENTS AS PART OF FUTURE IMPROVEMENTS PLANS AND STUDIES SHALL CONFORM TO THE J ` 1 11 I y 87 86 E DENSfIY: 4.7 UNITS/DU a
<br /> REQUIREMENTS SET FORTH IN NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM NPDES PERMIT 2013-0001-DWG AND THE 1 1
<br /> MULTI-AGENCY POST-CONSTRUCTION STORMWATER STANDARDS MANUAL APPROVED OR ADOPTED PRIOR TO THE TIME OF THIS I 1 11 88 I M.TYPICAL LOT SIZE: 50'x100'(5,000 S.F.MINIMUM)
<br /> TENTATIVE MAP APPLICATION BEING DEEMED COMPLETE.
<br /> N.MAAMUM FOOTPRINT COVERAGE: 50% a `�
<br /> 4. SANITARY SEWER TO BE CONSTRUCTED TO THE SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS. ^'
<br /> O.PARKING: MINIMUM TWO CAR GARAGE,AND TWO DRIVEWAY
<br /> 5. WATER SYSTEM TO BE CONSTRUCTED TO THE SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS. '' Y 1 11
<br /> SPACES PER LOT
<br /> 1 11
<br /> fi, STREET LIGHTING SHALL BE INSTALLED PER SRN JOAQUIN COUNTY STANDARD SPECIFICATIONS. 100 50 0 100 P CONTOURS: 1,0-FOOT INTERVALS
<br /> 1. PUBLIC UTILITIES ARE TO BE INSTALLED UNDER GROUND IN EASEMENTS. _ - 1 1 1 I
<br /> Q.UTILITIES: WATER SYSTEM- CAL WATER
<br /> _ 1 I 1 1"= 100' SANITARY SEWER- CITY OF STOCKTON
<br /> 8. THE SUBDIVIDER HEREBY RESERVES THE RIGHT TO FILE"MULTIPLE SU3DIVISION MAPS"AS SET FORTH BY THE SUBDIVISION MAP ACT, II I 11 STORM DRAINAGE- SAN JOAQUIN COUNTY JOB
<br /> ARTICLE 4,SECTION 66456,1„AND FILE PARCEL MAPS FOR REASON OF SALE.ALL PARCEL LINES SHALL CONFORM TO THIS TENTATIVE 1 1 DAT : 10/26/7
<br /> GAS- PG&E DATE; 10/26/2021
<br /> MAP
<br /> _ _ ELECTRIC- PG&E SCALE: AS SHOWN
<br /> 1 II _ TELEPHONE- AT&T DRAWN: PMH
<br /> 9. PUBLIC UTI LFY EASEMENTS WILL BE PROVIDED ALONG ALL STREET IN-TRACT FRONTAGES. _ 1 I I _ 1 SCHOOL DISTRICT- STOCKTON UNIFIED SCHOOL GHKD: : B,]IPMHICVTRD
<br /> 10. ALL EXISTING STRUCTURES AND TREES ARE TO BE REMOVED UNLESS OTHERWISE NOTED.SEPTIC TANKS,LEACH FIELDS,AND WELLS ON 1 1 J 1
<br /> DISTRICT C!IK D:
<br /> SHEET
<br /> E SITE WILL BE REMOVED OR ABANDONED AS PER SAN JOAQUIN COUNTY REQUIREMENTS. LEGAL DESCRIPTION NUMBER
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<br /> -"E L1�`qD UESiilBED HEREIN IS SITUATED IN THE STATE OF CALIFORNIA,
<br /> GO UNITY OF SAN JOAQUIN,CITY OF STOCKTON,AND IS DESCRIBED AS
<br /> ii, APPLICANT SHALL PROVIDE ACCESS AGREEMENT IN PERPETUITY FOR CITY TO INSPECT ALL POST-GO BM PIS.
<br /> o 12. ALL LOT SIZES,DIMENSIONS,HEIGHT,BUILDING COVERAGE,AND DEPTH/WIDTH RATIOS ARE TO BE IN ACCORDANCE WITH SAN JOAQUIN
<br /> A-L Of LOTS 3 AND 4 AND THE NORTH 8.19 ACRES OF LOT 5 OF HEWLETT TRACT,ACCORDING TO THE OFFICAL HAP THEREOF FILED
<br /> g� COUNTY TABLE 9-310.3,Rl
<br /> CF YAPS,PAGE 34,SAN JOAQUIN COUNTY RECORDS.
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<br /> o COPYRIGHT© 2021 NORTHSTAR ENGINEERING GROUP, INC
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