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<br /> �9
<br /> MAP
<br /> 2706 POCK LANE SUBDIVISION
<br /> PROJECT
<br /> VESTING TENTATIVE SUBDIVISION
<br /> OCATIOW
<br /> QROS/�.
<br /> SAN JOAQUIN COUNTY CALIFORNIA ® s ��� 0�� P FESON
<br /> I F CA��FO
<br /> >
<br /> I 0
<br /> a.
<br /> R�
<br /> 50,
<br /> R/W I BEIGHLE DRAIN ¢
<br /> _________- __ -_---I-----_______-__-__---__ __ -_-----_-_--___-_________-__-_--_______----____ w
<br /> 25 25' ---------------------------------------------- ¢
<br /> _____ ----------------
<br /> P.U.E. T P.U.E. - - - - -- - ----- -----_ _ - -
<br /> 10' 6' T/C 18' 181- 6' 10' ----_ ______ -- - - ---____ _ -___ --_--- --____ ______ ___-__------ ________--
<br /> WALK 2.0°� 2.0% WA LOT B
<br /> =1 _ EX. HOMESITE
<br /> ��, .k'T r �19
<br /> � � 1 I�t�'f-�� . ~ 1' I i `• _ _ _ 27
<br /> ROLL CURB,GUTTER AND I> ROLL CURB,GUTTER AND 15 26
<br /> SIDEWALK PER SAN JOAQUIN SIDEWALK PER SAN JOAQUIN I I 14 16 17 18 19 20 21 22 23 24 25 VICINITY MAP
<br /> COUNTY STANDARD DETAIL R-6 COUNTY STANDARD DETAIL R-6 { EX.BLDG.
<br /> n50'TYPICAL INTERIOR STREET r.
<br /> - - _ J 28 NTS U)
<br /> NTS Z
<br /> EX.R/W /W
<br /> EX.R
<br /> R/W \'
<br /> I
<br /> 50
<br /> STREET E
<br /> "I `
<br /> i U
<br /> Co
<br /> •• w
<br /> 25' 44
<br /> C/L 25 5, 1 I I :: - --- - - --- -- - - -- -- --- - - ------- 29 0
<br /> DED. :'•.�::, ,; \
<br /> E/P ±12' ±11' +11' T/C 5.5' I I /,�' '. •'
<br /> I
<br /> ___ O EXISTING ~I SIDE-
<br /> X.PA`WMENT 1' WALK - - - - - - - II
<br /> Ex.HOUSE ! .:• .I III.�.' Q r
<br /> :`•I II
<br /> .• c•'
<br /> I .. REVISED TENTATIVE
<br /> 177 54 5378
<br /> PAVEMENT - - - - - - 30
<br /> \-VERTICAL CURB,GUTTER AND ®A�
<br /> SIDEWALK PER SAN JOAQUIN : :r �'F'P'�
<br /> E3 POCK LANE COUNTY STANDARD DETAIL R-7 I 13
<br /> 12 Received By On 1
<br /> B s; 9 76 k' li 55 52 o
<br /> 7 I e
<br /> R/W R/W TM 1.1 I:I ` �: 31 Z
<br /> 50'
<br /> C I 7
<br /> 1 25 25 1 I :1 ,1 80 75 i, 56 51 z
<br /> ..I 1-
<br /> P.U.E. T/C T/C P.U.E.
<br /> 10' 6' 18' 18 6 lo'Ll I : FF. r l 32 W O
<br /> SIDE- SIDE- ''I ;: •I I'•; f;':I I.� ..I
<br /> WALK 2.0°� 2.0% WALK 8 9 LL
<br /> 10 _
<br /> r;
<br /> , a•_ a .,`t�'" w
<br /> -I
<br /> I. apj
<br /> 1 1 - �� z ;.I 81 ';.i `. 57 50
<br /> -�.�r ,� r_.� -. I 74 �I �/ �/� �Q
<br /> VERTICAL CURB,GUTTER AND "I _ _I" _W T VERTICAL CURB,GUTTER AND :.,I :. SHEET INDEX V J
<br /> - - - - -- -
<br /> SIDEWALK PER SAN JOAQUIN SIDEWALK PER SAN JOAQUIN �;�
<br /> 33
<br /> COUNTY STANDARD DETAIL R-7 COUNTY STANDARD DETAIL R-7 Y
<br /> LOOMIS ROAD U �/
<br /> :."•:•._: . :' ''.' , L: .''r •:,.;: 1. TM1.1 COVER AND CROSS SECTIONS SHEET
<br /> �NTs "' _ 2. TM2.1 DIMENSIONS AND TOPOGRAPHIC Z O
<br /> a :: / -- :.- 82 is 1 58 49 0 GR APHIC PLAN
<br /> r STREET B 73 - i. 3. TM2.2 UTILITY PLAN p 0
<br /> GENERAL NOTES 5
<br /> I Irk -
<br /> 11 34
<br /> j 34 PROJECT INFORMATION �' pm
<br /> N
<br /> 1, ALL IMPROVEMENTS SHALL BE CONSTRUCTED AS PER THE SAN JOAQUIN COUNTY STANDARD PLANS AND I 1 '.` w m/�/� ..
<br /> SPECIFICATIONS EXCEPT AS NOTED. T 'I w :} 83 72 59 48 A. REGULATORY AGENCY: SAN JOAQUIN COUNTY W �+��
<br /> 2. STORM DRAINAGE:THIS TENTATIVE SUBDIVISION MAP SHOWS ONE OF SEVERAL STORM DRAIN SYSTEM 93 2 92 ;;I 1810 E HAZELTON AVENUE
<br /> 4 .i A �- :� �'i 35 STOCKTON,CA 95205 (� LLI ��
<br /> ALTERNATIVES THAT MAY BE UTILIZED FOR THE PROJECT,THERE ARE ADDITIONAL STORM DRAIN SYSTEM .� 'i T: (209)468-3124 Z
<br /> ALTERNATIVES THAT MAY BE UTILIZED DEPENDING ON FINAL ANALYSIS AND DESIGN.THE OPTIONS ARE AS TM 1.1 y: Q
<br /> ,.I CONTACT: KELSEY GUNTER Cn
<br /> A 60 47
<br /> p Qv
<br /> FOLLOWS: I I II .I I Q I:�. 84 71 ,=II , :•
<br /> w I'-' M1.1 " B.APPLICANT: POCK LANE
<br /> PARTNERS LLC. Q
<br /> :;
<br /> BIEGHLE DRAIN: 3 94 �',I I:;
<br /> 1) DISCHARGE DIRECTLY INTO B I ,
<br /> a. PERFORM AN ANALYSIS TO DETERMINE THE EXISTING CAPACITY, IF THERE IS ANY ADDITIONAL CAPACITY,IN ;j w 91 119 E WEBER AVENUE
<br /> OC `I < Z
<br /> PROPOSING TO CONNECT TO. H :, ;I 36 STOCKTON,CA.95202 U Z �~
<br /> ANY SYSTEM THAT YOU ARE r` T: 209 939-9025 Lu
<br /> : c :c
<br /> VERIFY THAT THE PERMITTED DISCHARGE INTO BIEGHLE DRAIN IS "I 61 46
<br /> b. IF THERE IS CAPACITY IN THIS SYSTEM pun
<br /> $5 70 ..; ,. CONTACT:ANTHONY BARKETT D
<br /> ALLOWABLE FOR THE ADDITIONAL RUNOFF OR DESIGN A SYSTEM TO DETAIN THE ADDITIONAL RUNOFF AND
<br /> t..
<br /> Z oOu
<br /> METER OFF DURING OFF-PEAK DISCHARGE INTO THE BIEGHLE DRAIN. 2 95 w •'
<br /> NORTH
<br /> 2) CONNECT TO EXISTING SYSTEM ALONG LOOMIS OR DISCHARGE INTO BIEGHLE DRAIN: C. ENGINEER: 620121 TAR ENGINEERING GROUP,INC
<br /> A 90 f w' � A :� 37 62012th STREET Q Z aZ
<br /> a. PERFORM AN ANALYSIS TO DETERMINE THE EXISTING CAPACITY, IF THERE IS ANY ADDITIONAL CAPACITY,IN I ';
<br /> • Ml-1 `I ;� MODESTO CA,95354 ��
<br /> 69 y T: (209)524-3525
<br /> THE SYSTEM THAT WILL BE DIS4.
<br /> CHARGED TO. TM 1.1 k 'i 86 62 4
<br /> R THE PROJECT TO CONNECT INTO THE LOOMIS ROAD STORM DRAIN SYSTEM, ,': :� u- I':
<br /> 0 :'
<br /> b. VERIFY THAT IS ALLOWABLE F W O
<br /> ""I CONTACT: PAMELA H W CJ
<br /> ,
<br /> �.I H
<br /> URBAN
<br /> OR TO DISCHARGE INTO THE BIEGHLE DRAIN. •
<br /> I w > 1`'Q
<br /> 1 1 :� � ' II . •r'I '
<br /> C. IF THERE IS ADEQUATE CAPACITY IN THE SYSTEM IDENTIFIED,THE STORM DRAIN DETENTION BASIN WILL BE !% 96
<br /> ;. w 38 D.ASSESSORS PARCEL NUMBER: 179-120-13& 14 NO
<br /> INTO EITHER LOOMIS ROAD I.� �.� •'� �•I' � O
<br /> DESIGNED TO DETAIN THE PROJECT RUNOFF AND METER THE DISCHARGE 0
<br /> 89
<br /> STORM DRAIN LINE OR THE THE BIEGHLE DRAIN OFF-PEAK. EX. LOOMIS ROAD ;. ., :;I 87 68 1 63 44
<br /> 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 r�
<br /> MAINTAIN THE NEW INFRASTRUCTURE. Q
<br /> F. PROPOSED LAND USE: SINGLE FAMILY HOMES
<br /> Co
<br /> Y'
<br /> 39
<br /> 3) RETENTION BASIN: G. EXISTING ZONING/GP: AU-20/WL
<br /> I
<br /> a. DESIGN THE RETENTION BASIN IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARDS. 64 43
<br /> -_ __ _ _-_ t ,�
<br /> �'•I
<br /> :.
<br /> b. INCREASE FOOTPRINT OF DETENTION BASIN SHOWN ON TENTATIVE MAP AS REQUIRED TO FUNCTION ASA j '' '°'' "' '•'` - 67
<br /> t�`' ,1 H, PROPOSED ZONING/GP: R-L/R/L z n
<br /> RETENTION BASIN IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARDS. --_-_-_-----------------------
<br /> 88
<br /> ;I
<br /> c. IF THE REQUIREMENT IS TO HAVE PUBLICLY MAINTAINED STORM DRAINAGE THEN A CFD WILL BE FORMED TO
<br /> - �� •� � • I 40 I.TOTAL PROJECT SIZE: 19.3± ACRES g
<br /> MAINTAIN THE NEW INFRASTRUCTURE.
<br /> ----------------------- �� \ L\ , J. NET ACREAGE: 19.2± ACRES
<br /> I
<br /> 3. ALL STORM DRAINAGE IMPROVEMENTS AS PART OF FUTURE IMPROVEMENTS PLANS AND STUDIES SHALL I ,�� 65 42 a
<br /> i I \ is 66 ;'
<br /> CONFORM TO THE REQUIREMENTS SET FORTH IN NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM I
<br /> ell A � . K.TOTAL NUMBER OFR-1 LOTS: 96
<br /> (NPDES) PERMIT 2013-0001-DWQ AND THE MULTI-AGENCY POST-CONSTRUCTION STORMWATER STANDARDS I �� �\ :I ;
<br /> PARK/ BASIN
<br /> MANUAL APPROVED OR ADOPTED PRIOR TO THE TIME OF THIS TENTATIVE MAP APPLICATION BEING DEEMED I I '' ;
<br /> 41 L. DENSITY: 5.0 UNITS/DU
<br /> COMPLETE,
<br /> I `\\ � I 1 •Ja L `� j
<br /> } 1 (\-------------------------------------------�
<br /> • `V
<br /> STANDARDS AND SPECIFICATIONS. I 5 _ _ ' _ _ _ _
<br /> M.TYPICAL LOT SIZE: 50'x100' (5,000 S.F,MINIMUM) W �,
<br /> CITY F STOCKTON _
<br /> T THE C 0
<br /> TR CTED 0
<br /> R T BE CON
<br /> S U
<br /> a°3
<br /> Z N
<br /> RY EWE 0L
<br /> SANITARY SOOMI
<br /> 4. �
<br /> SR
<br /> OAD-
<br /> _ _ _ ;i' `
<br /> �.�--- -- --- -----------------------------_ -----------Y�'�, - - � -- - - - - - - - - - - - -2SENA N MAXIMUM FOOTPRINT COVERAGE 50% W I
<br /> 5. WATER SYSTEM TO BE CONSTRUCTED TO THE CAL WATER STANDARDS AND SPECIFICATIONS. - - -- _
<br /> a:-- - -- -- - - - -- - - - -
<br /> \ F W4 , N
<br /> 6. STREET LIGHTING SHALL BE INSTALLED PER SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS. - - - - -- - Z 0. PARKING; MINIMUM TWO CAR GARAGE,AND TWO DRIVEWAY �' rn
<br /> ui U SPACES PER LOT
<br /> 7. PUBLIC UTILITIES ARE TO BE INSTALLED UNDER GROUND IN EASEMENTS. I I w
<br /> P.
<br /> w CONTOURS: 1.0-FOOT INTERVALS
<br /> 06
<br /> 8. THE SUBDIVIDER HEREBY RESERVES THE RIGHT TO FILE"MULTIPLE SUBDIVISION MAPS"AS SET FORTH BY THE
<br /> SUBDIVISION MAP ACT,ARTICLE 4,SECTION 66456.1.,AND FILE PARCEL MAPS FOR REASON OF SALE.ALL o Q. UTILITIES: WATER SYSTEM- CAL WATER
<br /> SANITARY SEWER- CITY OF STOCKTON
<br /> PARCEL LINES SHALL CONFORM TO THIS TENTATIVE MAP.
<br /> I
<br /> STORM DRAINAGE- SAN JOAQUIN COUNTY
<br /> 9. PUBLIC UTILITY EASEMENTS WILL BE PROVIDED ALONG ALL STREET IN-TRACT FRONTAGES.
<br /> GAS- PG&E JOB#: 21 2774
<br /> ELECTRIC- PG&E DATE: 10/20/2021
<br /> 10. ALL EXISTING STRUCTURES AND TREES ARE TO BE REMOVED UNLESS OTHERWISE NOTED.SEPTIC TANKS, TELEPHONE- AT&T
<br /> LEACH FIELDS,AND WELLS ON SITE WILL BE REMOVED OR ABANDONED AS PER SAN JOAQUIN COUNTY I I SCALE: AS SHOWN
<br /> SCHOOL DISTRICT- STOCKTON UNIFIED SCHOOL DISTRICT DRAWN: EP
<br /> DESIGN: PMH/CV
<br /> REQUIREMENTS. CHK'D: JBJ
<br /> 11. APPLICANT SHALL PROVIDE ACCESS AGREEMENT IN PERPETUITY FOR CITY TO INSPECT ALL
<br /> LEGAL DESCRIPTION SHEET
<br /> NUMBER
<br /> 0 o POST-CONSTUCTION BMP'S" 60 30 0 G THE LAND DESCRIBED HEREIN IS SITUATED IN THE STATE OF CALIFORNIA COUNTY OF SAN JOAQUIN
<br /> M 12. ALL LOT SIZES, DIMENSIONS, HEIGHT, BUILDING COVERAGE,AND DEPTH/WIDTH RATIOS ARE TO BE IN
<br /> STATE OF CALIFORNIA,AND IS DESCRIBED AS FOLLOWS: LOTS 6 AND 7 OF SAN JOAQUIN COUNTY
<br /> O ACCORDANCE WITH SAN JOAQUIN COUNTY TABLE 9-310.3,R-L.
<br /> I 1" - 60' SURVEY NO.3648 AND ALSO ALL OF LOTS 6 AND 7 OF THE HEWLETT TRACT,FILED SEPTEMBER 10,
<br /> 1908.
<br /> NTM
<br /> O N
<br /> oLL I I •
<br /> N z COPYRIGHT© 2021 NORTHSTAR ENGINEERING GROUP, INC
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