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<br /> 2706 POCK LANE SUBDIVISION
<br /> PROJECT
<br /> RW 50' RNV VESTING TENTATIVE SUBDIVISION MAP
<br /> LOCATION
<br /> 1 25 C L 25' 1 �v QRpFESS/ .
<br /> P.U.E. ' 1' T,C Til 1' I P.U.E. SAN J DADUIN COUNTY CALIFORNIA s FES F
<br /> 10 6 18 18 6 10 I I O � S �� Q-F
<br /> SIDE SIDE P cg
<br /> WALK 2.0% 2.0% WALK �QQM�S 'O 7
<br /> -, - I I
<br /> ROLL CURB,GUTTER AND - -- - - - ROLL CURB,GUTTER AND c `�
<br /> SIDEWALK PER SAN JOAQUIN SIDEWALK PER SAN JOAQUIN F CAS-�Fp�
<br /> COUNTY STANDARD DETAIL R-6 COUNTY STANDARD DETAIL R-6
<br /> n50'TYPICAL INTERIOR STREET
<br /> NTS
<br /> LLI
<br /> I I o
<br /> Ir
<br /> .
<br /> IL
<br /> EX.RNV EX.R/W RNV Q
<br /> IL
<br /> 50'
<br /> I
<br /> BEIGHLE DRAIN w
<br /> 25' C/ 25 51, --------------------- ----------------------------------------------------------------------------- ----------------------------- Q
<br /> DED. 12.5' ----------------------------------------------------------------------------------------------------------------------------
<br /> --------------
<br /> --------
<br /> ------------------------------------
<br /> +12' ±11' +11' 5.5' I .. ---------------------------
<br /> ---------
<br /> - - ------ --- --- ------- ------------- ------- ------ ------- ------- --------------- -------
<br /> �{ SAWCUT SIDE
<br /> EX.PAVEMENT 1' WALK
<br /> EXISTING
<br /> PAVEMENT VERTICAL CURB,GUTTER AND I , 27
<br /> n POCK LANE SIDEWALK PER SAN JOAQUIN I .t r - - - 1 14 15 16 17 18 19 20 21 22 23 24 25 26 VICINITY MAP
<br /> NTS COUNTY STANDARD DETAIL R-7 +� EX.BLDG. 1
<br /> _ - - 28 NTS �
<br /> z
<br /> R/W RNv LOT B .- ' __ \ .
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<br /> EX. HOMESITE -�:..- - �' z
<br /> 50' �. Lu
<br /> / ;• {
<br /> - ---- ------
<br /> ------------------------------------------------------------ - --- \:: M
<br /> CL
<br /> 1 25' 25' 1 I 1 - - - ;�� STREET E o � ; w
<br /> 11 1 1 I
<br /> P.U.E. T/C T/C P.U.E. ::1 ,- ,-------------- ----------
<br /> 10' 6' 18' 18' 6' 10' -.v - -:.� z
<br /> SIDE- SIDE- I 1 � �. _ ,...� � :,..�:• .� .� �"" . - "- �� ��. -. .�. I' 29
<br /> WALK 2.0% 2.0% WALK -:••:;.:
<br /> - - - - - - - - 30 EX.HOUSE
<br /> VERTICAL CURB,GUTTER AND VERTICAL CURB GUTTER AND 1 , :;':I '"• 78 77 54 53 :.•
<br /> SIDEWALK PER SAN JOAQUIN u SIDEWALK PER SAN JOAQUIN I I I '' :•
<br /> COUNTY STANDARD DETAIL R-7 COUNTY STANDARD DETAIL R-7 I - - - - - J .:': I iv 3O
<br /> C LOOMIS ROAD :•) 13
<br /> NTS :' 12
<br /> 4
<br /> B Q
<br /> .. 79 76 55 52 z
<br /> R/W 41' R W TM 1 .1
<br /> 31
<br /> -�l
<br /> 7
<br /> I I
<br /> l..
<br /> 4' Tic P.U.E. 80 75 I°:°'11 .1 56 51
<br /> 12' 18 6 101:1
<br /> =:. I '�
<br /> - MIN SIDE {... 6 -:1 '`I 50' 32 w ZO
<br /> VAR2.0% 2.0% WALK 50' :: 50• :.. :: �_
<br /> �T iT T TI=1TI=1TI�1T 1Tf 1T„-TAILLj
<br /> -
<br /> ��T�I� INTI.-1TI-tT VERTICAL CURB,GUTTER AND I Z :: '.: 74 57 50 SHEET INDEX Cn v
<br /> SIDEWALK PER SAN JOAQUIN - - - - q i. :• 81 ''
<br /> COUNTY STANDARD DETAIL R-7 [.: :J 33
<br /> ))LOOMIS ROAD Y , - ----__ :, ;_; Z
<br /> U • '' '' :� h 1. TM1.1 COVER AND CROSS SECTIONS SHEET
<br /> /'
<br /> NTS ------------------ z O
<br /> ' 2. TM2.1 DIMENSIONS AND TOPOGRAPHIC PLAN
<br /> STREET B 73 58 49 3. TM2.2 UTILITY PLAN O - 0
<br /> GENERAL NOTES ; ' 5 82 • 34 - >
<br /> m
<br /> ., -- - =j PROJECT INFORMATION p
<br /> 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED AS PER THE SAN JOAQUIN COUNTY STANDARD PLANS AND I i I W
<br /> SPECIFICATIONS EXCEPT AS NOTED. LL1 F . �-U >
<br /> �:: '''I .•' 72 ;' A. REGULATORY AGENCY: SAN JOAQUIN COUNTY ��
<br /> . .II .. 93 pE ;� 59 48 �;I 35 1810 E HAZELTON AVENUE WZ
<br /> 2. STORM DRAINAGE:THIS TENTATIVE SUBDIVISION MAP SHOWS ONE OF SEVERAL STORM DRAIN SYSTEM 92 83 I'`
<br /> 4 ;�\ I:• :: I � II� I'- STOCKTON, CA 95205
<br /> ;
<br /> ALTERNATIVES THAT MAYBE UTILIZED FOR THE PROJECT.THERE ARE ADDITIONAL STORM DRAIN SYSTEM :, T: (209)468-3124 ZO
<br /> ALTERNATIVES THAT MAY BE UTILIZED DEPENDING ON FINAL ANALYSIS AND DESIGN.THE OPTIONS ARE AS :`I CONTACT: KELSEY GUNTER -
<br /> .',
<br /> FOLLOWS: I A '. :.. .:I H QCT
<br /> Q ,,. 71 ..' 60 47 O
<br /> B.APPLICANT: POCK LANE PARTNERS,LLC. a J�
<br /> 1 DISCHARGE DIRECTLY INTO BIEGHLE DRAIN: I w > �_ 84 .� 36 119 E WEBER AVENUE
<br /> j 3 94
<br /> a. PERFORM AN ANALYSIS TO DETERMINE THE EXISTING CAPACITY IF THERE IS ANY ADDITIONAL CAPACITY IN ; P.
<br /> Lu I'• g1 :•I I:.
<br /> Z
<br /> �-. CA.95202
<br /> Z
<br /> H
<br /> W
<br /> ANY SYSTEM THAT Y ARE PROPOSINGT NNE T T � I I •. •;�� STOCKTON,`...
<br /> S S YOU 0 CONNECT 0 I;; I I•a
<br /> T: 209 939-9025
<br /> b. IF THERE IS CAPACITY IN THIS SYSTEM VERIFY THAT THE PERMITTED DISCHARGE INTO BIEGHLE DRAIN IS 70 ` I 61 46 z CONTACT:ANTHONY BARKETT O
<br /> ALLOWABLE FOR THE ADDITIONAL RUNOFF OR DESIGN A SYSTEM TO DETAIN THE ADDITIONAL RUNOFF AND "J
<br /> c�O
<br /> METER FFD DURING OFF-PEAK DISCHARGE INT THE BIEGHLE DRAIN.
<br /> «: 85
<br /> W 37 z V
<br /> 0 U G O0 G 50'
<br /> 2 95
<br /> W
<br /> C. ENGINEER: NORTHSTAR ENGINEERING GROUP INC
<br /> I ' Z
<br /> Q
<br /> 2 CONNECT TO EXISTING SYSTEM ALONG LOOMIS OR DISCHARGE INTO BIEGHLE DRAIN: I ''i 90 V, �: A -
<br /> BC :. 62012th STREET Z
<br /> a. PERFORM AN ANALYSIS TO DETERMINE THE EXISTING CAPACITY, IF THERE IS ANY ADDITIONAL CAPACITY, IN : J..' '•� c/ �-
<br /> I' .. ,I MODESTO CA,95354
<br /> TM1.1 ;.
<br /> THE SYSTEM THAT WILL BE DISCHARGED TO. 69 T: (209)524-3525
<br /> l'' 7:'] 62 45 I w Q
<br /> VERIFY THAT I ALLOWABLE FOR THE PROJECT CONNECT INTO THE LOOMIS RAD STORM DRAIN SYSTEM, W C1
<br /> b S 0 0 OJ C 0 CO C 0 00 S 0 S 0 S S ;� W
<br /> CONTACT: PAMELA HURBAN
<br /> .� I
<br /> 38
<br /> OR TO DISCHARGE INTO THE BIEGHLE DRAIN. , I I : .I H > I`
<br /> Q
<br /> 1
<br /> 86
<br /> Lu
<br /> IF THERE I ADEQUATE CAPACITY IN THE SYSTEM IDENTIFIED THE STORM DRAIN DETENTION IN WILL BE '`.li
<br /> c S U C C S S S O 0 S 96 I•-•I _ _
<br /> Q I .
<br /> W D.ASSESSOR'S PARCEL NUMBER: 179 120 13&14
<br /> O
<br /> N
<br /> O
<br /> DESIGNED TO DETAIN THE PROJECT RUNOFF AND METER THE DISCHARGE INTO EITHER THE LOOMIS ROAD �• =I •," I •''I 1.1 ':I �
<br /> STORM DRAIN LINE OR THE THE BIEGHLE DRAIN OFF-PEAK. EX. LOOMIS ROAD 89 = �:: '�� 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 68 Z
<br /> r:. �t r ���I 63 44 ,.I .>
<br /> ,.,.,, . ...,,. F ,
<br /> MAINTAIN THE NEW INFRASTRUCTURE. I --�- _-, ,.11 87 :1 39 F. PROPOSED LAND USE. SINGLE FAMILY HOMES /wJ
<br /> 3) RETENTION BASIN: ti'. . •i :: r :.I G. EXISTING ZONING/GP: AU-20/R/L
<br /> a. DESIGN THE RETENTION BASIN IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARDS.
<br /> b. INCREASE FOOTPRINT OF DETENTION BASIN SHOWN ON TENTATIVE MAP AS REQUIRED TO FUNCTION ASA �' '"'
<br /> •
<br /> H. PROPOSED ZONING GP: R-L R L
<br /> RETENTION BASIN IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARDS. ' ' r 40
<br /> IF THE REQUIREMENT IS TO HAVE PUBLICLY MAINTAINED STORM DRAINAGE THEN A CFD WILL BE FORMED TO ( --------------------------------------
<br /> c. _ I TOTAL PROJECT SIZE 1 RES a
<br /> N
<br /> `'li ':• :,II :� 9.3± AC cv � ;5
<br /> MAINTAIN THE NEW INFRASTRUCTURE. I / ' 88 a d
<br /> --------------------- �• `v: -�
<br /> ' J. NET ACREAGE: 19.2± ACRES
<br /> 3. ALL STORM DRAINAGE IMPROVEMENTS AS PART OF FUTURE IMPROVEMENTS PLANS AND STUDIES SHALL
<br /> 66 ..:I
<br /> CONFORM TO THE REQUIREMENTS SET FORTH IN NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM I I LOT A �� "• o
<br /> (NPDES) PERMIT 2013-0001-DWQ AND THE MULTI-AGENCY POST-CONSTRUCTION STORMWATER STANDARDS I I �� .�� \. .; 65 42 41 K.TOTAL NUMBER OF R-1 LOTS: 96
<br /> MANUAL APPROVED OR ADOPTED PRIOR TO THE TIME OF THIS TENTATIVE MAP APPLICATION BEING DEEMED I I PARK/ BASIN
<br /> L. DENSITY: 5.0 UNITS/DU
<br /> COMPLETE.
<br /> ---- ---- -------------------- --- 4T`"1"" M TYPICAL LOT SIZE
<br /> -- --- ---------- � ------- -- ----- ----=- - = -- --- 50'x100' (5,000S.F.MINIMUM) z +•- r,
<br /> 4. SANITARY SEWER TO BE CONSTRUCTED TO THE CITY OF STOCKTON STANDARDS AND SPECIFICATIONS. I . \�`, LOOMIS ROAD
<br /> -------------------_---------------------- -----------_� `.,fir . \\ o
<br /> 5. WATER SYSTEM TO BE CONSTRUCTED TO THE CAL WATER STANDARDS AND SPECIFICATIONS. ---j - _ N. MAXIMUM FOOTPRINT COVERAGE: 50% \
<br /> 0. PARKING: MINIMUM TWO CAR GARAGE,AND TWO DRIVEWAY 1"1
<br /> 0
<br /> 0
<br /> I
<br /> 6. STREET LIGHTING SHALL BE INSTALLED PER SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS. - - - - - - - L'.:: w w 0 ,� r SPACES PER LOT
<br /> 7. PUBLIC UTILITIES ARE TO BE INSTALLED UNDER GROUND IN EASEMENTS. I I o w
<br /> w ❑ P. CONTOURS: 1.0-FOOT INTERVALS
<br /> w .6
<br /> 8. THE SUBDIVIDER HEREBY RESERVES THE RIGHT TO FILE"MULTIPLE SUBDIVISION MAPS"AS SET FORTH BY THE I I Q. UTILITIES: WATER SYSTEM- CAL WATER
<br /> SUBDIVISION MAP ACT,ARTICLE 4, SECTION 66456.1.,AND FILE PARCEL MAPS FOR REASON OF SALE.ALL SANITARY SEWER- CITY OF STOCKTON
<br /> PARCEL LINES SHALL CONFORM TO THIS TENTATIVE MAP. STORM DRAINAGE- SAN JOAQUIN COUNTY
<br /> 9. PUBLIC UTILITY EASEMENTS WILL BE PROVIDED ALONG ALL STREET IN-TRACT FRONTAGES. GAS- PG&E JOB#: 04/06/4
<br /> ELECTRIC- PG&E DATE: 04/06/2021
<br /> TELEPHONE- AT&T SCALE: AS SHOWN
<br /> 10. ALL EXISTING STRUCTURES AND TREES ARE TO BE REMOVED UNLESS OTHERWISE NOTED.SEPTIC TANKS, I SCHOOL DISTRICT- STOCKTON UNIFIED SCHOOL DISTRICT DRAWN: EP
<br /> LEACH FIELDS,AND WELLS ON SITE WILL BE REMOVED OR ABANDONED AS PER SAN JOAQUIN COUNTY I I DESIGN: PMH/CV
<br /> REQUIREMENTS.
<br /> CHK'D: BJ
<br /> o 11. APPLICANT SHALL PROVIDE ACCESS AGREEMENT IN PERPETUITY FOR CITY TO INSPECT ALL LEGAL DESCRIPTION SHEET
<br /> o POST-CONSTUCTION BMP'S NUMBER
<br /> 60 30 0 60 THE LAND DESCRIBED HEREIN IS SITUATED IN THE STATE OF CALIFORNIA,COUNTY OF SAN JOAQUIN,
<br /> 0 12. ALL LOT SIZES, DIMENSIONS, HEIGHT, BUILDING COVERAGE,AND DEPTH/WIDTH RATIOS ARE TO BE IN I I 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. I I 1" - 60' SURVEY NO. 3648 AND ALSO ALL OF LOTS 6 AND 7 OF THE HEWLETT TRACT,FILED SEPTEMBER 10,
<br /> 1908.
<br /> ow ( I _j TM1 •
<br /> 1
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<br /> COPYRIGHT© 2021 NORTHSTAR ENGINEERING GROUP, INC
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