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<br /> 11 _N1
<br /> 2706 POCK LANE SUBDIVISION
<br /> PROJECT
<br /> VESTING TENTATIVE SUBDIVISION MAP
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<br /> SAN JOAQUIN COUNTY� CALIFORNIA
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<br /> A14Y 50' a.
<br /> R/W i Q
<br /> 25'
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<br /> CIL --==--�___----------- -------------�____---- ---- ---- ---------_ __-------_-__ _-----------_-----__-----------------------------
<br /> -- LE DRAIN Lu
<br /> 25' - -_ ---___ _-___ -------------------- _ o
<br /> P.U.E. P.U.E. -- - - -- - _ - -____- ------ ---- -- --- --- -_ _
<br /> 14' 6' TIC 1$, 18' T� 6' 14' -----_____--------------- --______ -- -___ ___ __---_ -____-_ __------ _
<br /> s3DE SIDE- LOT B ~
<br /> WALK 2.9 2.0� WAB
<br /> I1,- T EX. HOMESITE 27 1141
<br /> ROLL CURB,GUTTER AND ROLL CURB.GUTTER AND ,� l r' ~� I �4 1� 1� 17 18 19 2Q 21 22 23 24 25 26
<br /> SIDEWALK PER SAN JOAUUIN SIDEWALK PER SAN JOAQUIN I VICINITY M A P
<br /> COUNTY STANDARD DETAIL R-6 COUNTY STANDARD DETAIL R-6 I EX.BLDG-
<br /> A 5O'TYPICAL INTERIOR STREET r
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<br /> '•. .p., -r� .•-a�..� S.. (:77 .S •.7� 0
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<br /> I I - -- r STREET E----.-
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<br /> 25' CIL 251 51 � .� - - _---- .,------', - - 29
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<br /> t12' t11' +11'I 5 5' /•,�'SAWCUT SIDE
<br /> -.. . POCK LANE MENT 1'
<br /> WALK II EX.HOUSE
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<br /> F X.PAVE11 e 78 2r 77
<br /> REVISED TENTATIVE TIIE MAP54 53
<br /> EgSTING 30
<br /> PAVEMENT VERTICAL CURB,GUTTER AND .jApoicab
<br /> SIDEWALK PER SAN JOAQUIN
<br /> B COUNTY STANDARD DETAIL R-7 13
<br /> NTS 12 F'. ' 1
<br /> ry r Received By
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<br /> P.U.E. T� I Y.U.E. ^
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<br /> VERTICAL CURB,GUTTER AND I I `{ " I VERTICAL CURB.GUTTER AND --- - - -- - I 74 y SHEET INDEX U) 2
<br /> SIDEWALK PER SAN JOAOUIN SIDEWALK PER SAN JOAQUIN 33
<br /> COUNTY STANDARD DETAIL R-7 COUNTY STANDARD DETAIL R-7 _Ike
<br /> C LOOMIS ROAD � l L ---- - - ---`='---- ,� ti ;1 L 1. TM1-1 � Z�
<br /> 0 •. � _ COVER AND CROSS SECTIONS SHEET 0'
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<br /> /`= 1.' 82 f. 2. TM2.1 DIMENSIONS AND TOPOGRAPHIC PLAN Z •�••
<br /> r - 73 i :. 5e 49 3. TM2.2 UTILITY PLAN 0
<br /> GENERAL NOTES 5 STREET B
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<br /> 0 .s 1 ;4; 34 PROJECT INFORMATION �r ,' p�
<br /> 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED AS PER THE SAN JOAQUIN COUNTY STANDARD PLANS AND :`r F- ` 1 c.J m
<br /> 4r'' W I 83 �� 59 48 `„ A.REGULATORY AGENCY SAN JOAQUIN COUNTY w
<br /> SPECIFICATIONS EXCEPT AS NOTED. 1
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<br /> `� 1810 E HAZELTON AVENUE U)
<br /> 2. STORM DRAINAGE:THIS TENTATIVE SUBDIVISION MAP SHOWS ONE OF SEVERAL STORM DRAIN SYSTEM �" I: 93 ¢ � 9Z 0
<br /> 4 = �. 1.:
<br /> in '� E
<br /> ALTERNATIVES THAT MAY BE UTILIZED FOR THE PROJECT.THERE ARE ADDITIONAL STORM DRAIN SYSTEM A ;'. 35 T:(209)46,-3 952b5 � W W�
<br /> ALTERNATIVES THAT MAY BE UTILIZED DEPENDING ON FINAL ANALYSIS AND DESIGN,THE OPTIONS AREASM1.1
<br /> f. T:{209}468-3124 Z
<br /> M 1.1 CONTACT:KELSEY GUNTER U)
<br /> FOLLOWS: I .'� ¢ A S 84 71 60 47 6 QU
<br /> w �� TM1.1 y; 1'; B.APPLICANT POCK LANE PARTNERS,LLC.
<br /> 1) DISCHARGE DIRECTLY INTO BIEGHLE DRAIN: 3 „ 94 119 E WEBER AVENUE
<br /> a. PERFORM AN ANALYSIS TO DETERMINE THE EXISTING CAPACITY,IF THERE IS ANY ADDITIONAL CAPACITY,IN Lu _, '� 36
<br /> W 91
<br /> ANY SYSTEM THAT YOU ARE PROP051NG TO CONNECT T0. H
<br /> STOCKTON,CA.95202 � Z�~
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<br /> b. IF THERE IS CAPACITY IN THIS SYSTEM VERIFY THAT THE PERMITTED DISCHARGE INTO BIEGHLE DRAIN IS r. T:X209)939-9025 W
<br /> ALLOWABLE FOR THE ADDITIONAL RUNOFF OR DESIGN A SYSTEM TO DETAIN THE ADDITIONAL RUNOFF AND ;: i I: y,:1 ga 7Q �.� ❑ I .� 61 46 •f; CONTACT;ANTHONY BARKETT ❑ �
<br /> METER OFF DURING OFF-PEAK DISCHARGE INTO THE BIEGHLE DRAIN.
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<br /> 2) CONNECT TO EXISTING SYSTEM ALONG LOOMIS OR DISCHARGE INTO BIEGHLE DRAIN: 95
<br /> W ,1 C.ENGINEER: NORTHSTAR ENGINEERING GROUP,INC
<br /> A 9Q -' A ;I 37 62012th STREET ?�Z
<br /> a. PERFORM AN ANALYSIS TO DETERMINE THE EXISTING CAPACITY, IF THERE IS ANY ADDITIONAL CAPACITY IN
<br /> k'- Y] ,1 (I] N; MODESTD CA,95354
<br /> THE SYSTEM THAT WILL BE DISCHARGED TO, TM1.1 86 62 q TM 1.1 :: �
<br /> b. VERIFY THAT IS ALLOWABLE FOR THE PROJECT TO CCNNECT INTO THE LOOMIS ROAD STORM DRAIN SYSTEM, j 6Q T: (2097 524-3525Qcy
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<br /> W CONTACT: PAMELA HURBAN
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<br /> OR TO DISCHARGE INTO THE BIEGHLE DRAIN. I;
<br /> IY.I I,:I 4.I 7
<br /> C. IFTHERE IS ADEQUATE CAPACITY IN THE SYSTEM IDENTIFIED,THE STORM DRAIN DETENTION BASIN WILL BE 96 W 38 D.A55ESSOR'S PARCEL NUMBER: 179-120-13& 14 0 CNO
<br /> DESIGNED TO DETAIN THE PROJECT RUNOFF AND METER THE DISCHARGE INTO EITHER THE LOOMIS ROAD
<br /> STORM DRAIN LINE OR THE THE BIEGHLE DRAIN DFF-PEAK. EX. LOOMIS ROAD "' $� y I' 87 63 44 ~
<br /> '`:; 68 V) E.EXISTING LAND USE: VACANT LOT
<br /> d. IF THE REQUIREMENT IS TO HAVE PUBLICLY MAINTAINED STORM DRAINAGE THEN A CFD WILL BE FORMED TO Z
<br /> MAINTAIN THE NEW INFRASTRUCTURE. - - ''"- . • }' _p 1
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<br /> __ .. F.PROP05ED LAND USE: SINGLE FAMILY HOMES
<br /> 3) RETENTION BASIN: - '_� ` 1
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<br /> 39 G.EXISTING ZONING/GP: AU-201 RIL
<br /> a. DESIGN THE RETENTION BASIN IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARDS. ________ ____ _ _ _ ,: .R. .. :` 67 64 43
<br /> b. INCREASE FOOTPRINT OF DETENTION BASIN SHOWN ON TENTATIVE MAP AS REQUIRED TO FUNCTION ASA
<br /> RETENTION BASIN IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARDS. - - - - -- - - . ' ^`Y H.PROPOSED ZONING/GP: R-L/R/L
<br /> c. IF THE REQUIREMENT IS TO HAVE PUBLICLY MAINTAINED STORM DRAINAGE THEN A CFD WILL BE FORMED TO _ - -� `,• 8B III
<br /> MAINTAIN THE NEW INFRASTRUCTURE. f '
<br /> `~ �-• 4Q I,TOTAL PROJECT SIZE: 19.3 - ACRES Q
<br /> 1 i' r------------------------
<br /> 3. ALL STORM DRAINAGE IMPROVEMENTS A5 PART 4F FUTURE IMPROVEMENTS PLANS AND STUDIES SHALL I I ' 65 42
<br /> CONFORM TO THE REQ J. NET ACREAGE: 19.2±ACRES
<br /> REQUIREMENTS SET FORTH IN NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM j � � • ;` `\ •°', 66
<br /> (NPDES)PERMIT 2013-0001-DWQ AND THE MULTI-AGENCY POST-CONSTRUCTION STORMWATER STANDARDS LOT A .� �� - :: K.TOTAL NUM$ER OFR-1 LOTS: 96
<br /> I ; I PARK/ BASIN -
<br /> MANUAL APPROVED OR ADOPTED PRIOR TO THE TIME OF THIS TENTATIVE MAP APPLICATION BEING DEEMED
<br /> COMPLETE. I j ; I �� ;1 �- --- ----- ;-r_T .----=` ='' 41 L. DENSITY: 5.0 UNITS/DU
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<br /> 4. SANITARY SEWER TO BE CONSTRUCTED TO THE CITY OF STOCKTON STANDARDS AND SPECIFICATIONS, �' _--- - v - M.TYPICAL LOT SIZE: 50'x100'[5,000 S.F.MINIMUM] w �- h
<br /> ■ �_- - - - - -LOOMIS ROAD _
<br /> 5. WATER SYSTEM TO 8E CONSTRUCTED TO THE CAL WATER STANDARDS AND SPECIFICATIONS. -- - --- - ------ - ------------ --------- --- _ - - - - N. MAXIMUM FOOTPRINT COVERAGE 50% w
<br /> 6. STREET LIGHTING SHALL BE INSTALLED PER SAN JOAOUIN COUNTY STANDARD SPECIFICATIONS. - - - - -- - I tr V O. PARKING. MINIMUM TWO GAR GARAGE,AND TWO DRIVEWAY o rn
<br /> w w SPACES PER LOTLu
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<br /> 7. PUBLIC UTILITIES ARE TO BE INSTALLED UNDER GROUND IN EASEMENTS. I I .�
<br /> a P.CONTOURS: 1.0-FOOT INTERVALS
<br /> 8, THE SUBDIVIDER HEREBY RESERVES THE RIGHT TO FILE"MULTIPLE SUBDIVISION MAPS"AS SET FORTH BY THE I I a
<br /> SUBDIVISION MAP ACT,ARTICLE 4,SECTION 664561.,AND FILE PARCEL MAPS FOR REASON OF SALE.ALL Q. UTILITIES: WATER SYSTEM- CAL WATER
<br /> PARCEL LINES SHALL CONFORM TO THIS TENTATIVE MAP.
<br /> Cj
<br /> SANITARY SEWER- CITY OF STOCKTON
<br /> �- STORM DRAINAGE- SAN JOAQUIN COUNTY
<br /> 9. PUBLIC UTILITY EASEMENTS WILL BE PROVIDED ALONG ALL STREET IN-TRACT FRONTAGES,
<br /> A - PG&E JOB#: 21-2774
<br /> r - ELECTRIC- PG&E DATE: 14/20/2021
<br /> 10. ALL EXISTING STRUCTURES AND TREES ARE TO BE REMOVED UNLESS OTHERWISE NOTED.SEPTIC TANKS, I �, TELEPHONE- AT&T DRAWN:
<br /> EP SHOWN
<br /> LEACH FIELDS,AND WELLS ON SITE WILL BE REMOVED OR ABANDONED AS PER SAN JOAQUIN COUNTY SCHOOL DISTRICT- STOCKTON UNIFIED SCHOOL DISTRICT DRAWN: EP
<br /> I DESIGN: PMH/CV
<br /> N 5 REQUIREMENTS. CHK'D: BJ
<br /> o 11. APPLICANT SHALL PROVIDE ACCESS AGREEMENT IN PERPETUITY FOR CITY TO INSPECT ALL LEGAL DESCRIPTION SHEET
<br /> NUMBER
<br /> Q POST-CONSTUCTIQN BMP'S, 60 THE LAND DESCRIBED HEREIN IS SITUATED IN THE STATE OF CALIFORNIA,COUNTY OF SAN JOAQUIN,
<br /> �o 30 0 EL'
<br /> agI
<br /> 12. ALL LOT SIZES, DIMENSIONS,HEIGHT,BUILDING COVERAGE,AND DEPTH/WIDTH RATIOS ARE TO BE IN
<br /> STATE OF CALIFORNIA,AND IS DESCRIBED A5 FOLLOWS: LOTS 6 AND 7 OF SAN JOAQUIN COUNTY
<br /> A ACCORDANCE WITH SAN JOAQUIN COUNTY TABLE 9-310.3,R-L. 1
<br /> 1" = 60' SURVEY NO.3648 AND ALSO ALL OF LOTS 6 AND 7 OF THE HEWLETT TRACT,FILED SEPTEMBER 101
<br /> al c��w 1908.
<br /> COPYRIGHT® 2021 NORTHSTAR ENGINEERING GROUP, INC
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