|
Esq
<br /> ■
<br /> 2706 POCK LANE SUBDIVISION
<br /> PROJE�'T ►�t
<br /> 50' VESTINGTENTATIVESUBDIVISION MAPR/W
<br /> v
<br /> ' 25' G 25' ' IpF E55
<br /> T� 11 P.U.E. SAN JOAQUIN COUNTY CALIFORNIA s . � R {
<br /> I 1 ' OP❑ s �
<br /> P.U.E.
<br /> 10' 6' T� 18' 18' fi' 10_ 71 '
<br /> wDaix 2.0� a.o% wA�K I I LDp15 R D `9 7 �
<br /> ,,�- I, !-I s •I. l; I•--� r- If"` '- r[-,1. .1 'I: r.. :f;, --
<br /> .I; 'I II,;:'i'
<br /> ROLL CURB,GUTTER AND +I' i{ ROLL CURB,GUTTER AND 'S}9 lL.
<br /> SIDEWALK PER SAN JOAQUIN SIDEWALK PER SAN JOAQUIN ❑ CAV
<br /> COUNTY STANDARD DETAIL R-6 COUNTY STANDARD DETAIL R-6 'r
<br /> n50'TYPICAL INTERIOR STREET
<br /> NTS I I Q
<br /> 0
<br /> LLI
<br /> EX.R/W
<br /> EX.R/W R/W
<br /> 50'
<br /> I _ ___
<br /> :...'.
<br /> C/L _ _ --------------------- .._____ _____ _-_____---__ ___-_-----
<br /> 25' -25' ED- -__-----____------------------------------•----------_-------------------_-------------------_--_---__---------- -------------------_-------
<br /> BEI HLE DRAIN �
<br /> DED. 12.5' ------_.-.------------------------------- ------ - - --- - -------------------------------- - - ----- ----------------_ __------------
<br /> E/P TLC - - - - - -- - _ - __ - - -- - _...__ ------ ---
<br /> -- - --_ __-__-
<br /> ±12 ±11 SAW11, S E- -------------------------- -------- --- -- ------ --.,...-,-- ----------------
<br /> I
<br /> PAVEMENT1'
<br /> WALK
<br /> EX.PAVEMEN
<br /> £'Y .3_fi'L.,y.,`y:�xi-X•5.'Se.r, /:Lti?S:G�{.,ec�S.�S?G4az` I.•
<br /> �EX[STING
<br /> PAVEMENT VERTICAL CURB,GUTTER AND 27
<br /> POCK LANE SIDEWALK PER SAN JOAQUIN I r- - - I 14 15 16 17 18 19 20 21 22 23 24 25 26 _VICINITY MAP_
<br /> f� COUNTY STANDARD DETAIL R-7 I EX.BLDG. I NTS
<br /> NTS - - _ 28
<br /> z
<br /> LOT B �'r °-
<br /> ; (n z
<br /> R/W 50 R� :. EX. HOMESITE �,. .,-�•, .�.:.,:. .- t.� . .r .�...,< �_ o
<br /> r ------- -- - ---- - a
<br /> I TE1+1TA MAP cc
<br /> 25' c.� 25 I- - -I -Ln- --- -- STREET E A lication # t 00062
<br /> I1 1, I
<br /> P.U.E. TLC 101 618 T� 10' P.U.E. I I n ----�' 29 Received By On 2
<br /> SIDE- ---j SIDE- -
<br /> z I �.D96 WALK
<br /> WALK �-
<br /> :1
<br /> IL I; -i. :j:.� .._ - ..i '.-`zw ��•:. .I.- - - - - - - - - g i I EX.HOUSE I v•r - t.. '7 i, +
<br /> -I ••� rl:1
<br /> i'-' '.I`..- .. L_- •� •�. j. .I I.
<br /> � ..i.. .... .. :gyp- ;,.....:,.. •. -. .
<br /> VERTICAL CURB,GUTTER AND VERTICAL CURB,GUTTER AND :;
<br /> 78 77 54 53
<br /> SIDEWALK PER SAN JOAQUIN SIDEWALK PER SAN JOAQUIN I I =• ++
<br /> COUNTY STANDARD DETAIL R-7 COUNTY STANDARD DETAIL R-7 --- - - J h 1.` 1 30
<br /> LOOMIS ROAD ;] 13 11 `• +
<br /> NTS 12
<br /> I
<br /> 1":
<br /> ;3
<br /> 7g 76 55 52 z
<br /> R/W RSV I I •: I I• 31
<br /> 41' TM1.1 ,r •I
<br /> Ic L I '� r: I• I I• -I '::
<br /> 7 ' ;� i Z
<br /> 4' Tm �� P.U.E. F. I 80 75 j 56 51
<br /> 12' 18' 6' 10 r
<br /> MIN slog :�', 6 I .I r r 1 5� 32 w o
<br /> WALK $ r 50 50 j z�
<br /> 9 10 f I
<br /> ,.: 'I' li _ i• of
<br /> VERTICAL CURB,GUTTER AND Z _ s rI r 74 d 57 J�� ''�
<br /> r r`` SHEET INDEX Cn 2(n( y
<br /> SIDEWALK PER SAN JOAQUIN
<br /> :=f. -I ;• $1133 _
<br /> COUNTY STANDARD DETAIL R-7 ^ - Y .•j:
<br /> LOOMIS ROAD
<br /> NTs CJ 1 :-. -' _ -.-, ?�•'' . ., '`, 1. TM1.1 COVER AND CROSS SECTIONS SHEET z �'
<br /> �.�• i�� S 2. TM2.1 DIMENSIONS AND TOPOGRAPHIC PLAN
<br /> _ 3. TM2.2 UTILITY PLAN O N 0
<br /> 5 - - --STREET B 73 58 49
<br /> GENERAL NOTES `' $2
<br /> 'I
<br /> 1 -:--,; 34 PROJECT INFORMATION ~` a
<br /> ca
<br /> 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED AS PER THE SAN JOAQUIN COUNTY STANDARD PLANS AND I fr I j ;{ w
<br /> r.
<br /> SPECIFICATIONS EXCEPT AS NOTED. = LU ti=' 72 ` A.REGULATORY AGENCY: SAN JOAQUIN COUNTY
<br /> 1,' 59 48 F:
<br /> ;1 93 92 5° 83 ` 35 1810 E HAZELTON AVENUE � �z
<br /> 2. STORM DRAINAGE:THIS TENTATIVE SUBDIVISION MAP SHOWS ONE OF SEVERAL STORM DRAIN SYSTEM 4 + [n ,'L `r <; STOCKTON, CA 95205 W
<br /> ALTERNATIVES THAT MAY BE UTILIZED FOR THE PROJECT.THERE ARE ADDITIONAL STORM DRAIN SYSTEM T: (209)468-3124 ZO
<br /> ALTERNATIVES THAT MAYBE UTILIZED DEPENDING ON FINAL ANALYSIS AND DESIGN.THE OPTIONS AREAS f '+ r CONTACT: KELSEY GUNTER
<br /> FOLLOWS: _' A
<br /> i,l
<br /> .I Q I::. I. I. µ.
<br /> I 71 60 47 j O ~
<br /> (•- TM1.1 ' B.APPLICANT: POCK LANE PARTNERS, LLC. Q J
<br /> 1 - w 1 84 36 I-
<br /> 1) DISCHARGE DIRECTLY INTO BIEGHLE DRAIN: ;'.:f,:: 3 w 94 91 is ,-• _. 119 E WEBER AVENUE
<br /> a. PERFORM AN ANALYSIS TO DETERMINE THE EXISTING CAPACITY, IF THERE IS ANY ADDITIONAL CAPACITY,IN kCA.
<br /> ANY SYSTEM THAT YOU ARE PROPOSING TO CONNECT T0. STOCKTON,3 -90 95202 U W Z
<br /> b. IF THERE IS CAPACITY IN THIS SYSTEM VERIFY THAT THE PERMITTED DISCHARGE INTO BIEGHLE DRAIN IS T: NTA :ANTHONYI I;• •I 70 ��I � I ' 61 46 { ' 1�� CONTACT:ANTOBARKETT
<br /> ALLOWABLE FOR THE ADDITIONAL RUNOFF OR DESIGN A SYSTEM TO DETAIN THE ADDITIONAL RUNOFF AND
<br /> I• ~ o
<br /> METER OFF DURING OFF-PEAK DISCHARGE INTO THE BIEGHLE DRAIN. 2 5a '� 95 Y 85 ;1 r, z o�
<br /> 1r 1-: •: .� 37 C. ENGINEER: NORTHSTAR ENGINEERING GROUP,INC Q I�
<br /> 2) CONNECT TO EXISTING SYSTEM ALONG LOOMIS OR DISCHARGE INTO BIEGHLE DRAIN: I - ' '= �Al''i Z li
<br /> 90 �' w 62012th STREET - Z
<br /> j li
<br /> a. PERFORM AN ANALYSIS TO DETERMINE THE EXISTING CAPACITY, IF THERE IS ANY ADDITIONAL CAPACITY,IN TM 1.1 MODESTO CA,95354
<br /> THE SYSTEM THAT WILL BE DISCHARGED TO.
<br /> = 69 I' i''� 62 45 T: (2 9)524-3525 w W Q�
<br /> b. VERIFY THAT IS ALLOWABLE FOR THE PROJECT TO CONNECT INTO THE LOOMIS ROAD STORM DRAIN SYSTEM, :1 " +� "1 U- 38 CONTACT: PAMELA HURBAN \\
<br /> OR TO DISCHARGE INTO THE BIEGHLE DRAIN. $6 / � �a
<br /> IF THERE IS ADEQUATE CAPACITY IN THE SYSTEM IDENTIFIED,THE STORM DRAIN DETENTION BASIN WILL BE 1 96 -'I W D.ASSESSOR'S PARCEL NUMBER: 179-120-13 &14 No
<br /> c O
<br /> DESIGNED TO DETAIN THE PROJECT RUNOFF AND METER THE DISCHARGE INTO EITHER THE LOOMIS ROAD t ,� ;-1 l; `i '• �4 '.1 C[
<br /> STORM DRAIN LINE OR THE THE BIEGHLE DRAIN OFF-PEAK. EX. LOOMIS ROAD 89 { 68 :Ji i] E. EXISTING LAND USE: VACANT LOT
<br /> 63 44d. IF THE REQUIREMENT IS TO HAVE PUBLICLY MAINTAINED STORM DRAINAGE THEN A CFD WILL BE FORMED TO = :I: `''''
<br /> l :'
<br /> MAINTAIN THE NEW INFRASTRUCTURE. "�•.- „; s+' 87 39
<br /> F. PROPOSED LAND USE: SINGLE FAMILY HOMES
<br /> 3) RETENTION BASIN:
<br /> -} G. EXISTING ZONING/GP. AU-20/R/L
<br /> a. DESIGN THE RETENTION BASIN IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARDS. __ __ _ _ __ _ 67 64 43
<br /> b. INCREASE FOOTPRINT OF DETENTION BASIN SHOWN ON TENTATIVE MAP AS REQUIRED TO FUNCTION ASA y`:` "'' - '+ '' r• 40 H. PROPOSED ZONING/GP: R-U R/L z
<br /> -------------------------- { m
<br /> RETENTION BASIN IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARDS. --M1 -
<br /> C. IF THE REQUIREMENT IS TO HAVE PUBLICLY MAINTAINED STORM DRAINAGE THEN A CFD WILL BE FORMED TO _ I.TOTAL PROJECT SIZE: 19.3± ACRES
<br /> MAINTAIN THE NEW INFRASTRUCTURE. I j� r ��� $$ t. c`d'
<br /> =` a �' J. NET ACREAGE: 19.2± ACRES 1 "'
<br /> 3. ALL STORM DRAINAGE IMPROVEMENTS AS PART OF FUTURE IMPROVEMENTS PLANS AND STUDIES SHALL
<br /> CONFORM TO THE REQUIREMENTS SET FORTH IN NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM LOT q ��. -`�� 'v'•. 66 ,
<br /> 65 42 ; 41 K.TOTAL NUMBER OF R-1 LOTS: 96 p.
<br /> (NPDES) PERMIT 2013-0001-DWQ AND THE MULTI-AGENCY POST-CONSTRUCTION STORMWATER STANDARDS -
<br /> I i ; I PARK 1 BASIN 4
<br /> MANUAL APPROVED OR ADOPTED PRIOR TO THE TIME OF THIS TENTATIVE MAP APPLICATION BEING DEEMED � L. DENSITY: 5.0 UNITS/DU �, q
<br /> COMPLETE. --
<br /> '• y r I ------------------------------------------ ' ' �• .Y .,•.• r• `• -�','!+.•��� .r -.. �,
<br /> �- -- - ------ •-'=--••- r.`-------- - ----- - M.TYPICAL LOT SIZE: 50'x100'(5,000 S.F.MINIMUM)
<br /> 4. SANITARY SEWER TO BE CONSTRUCTED TO THE CITY OF STOCKTON STANDARDS AND SPECIFICATIONS I - - _ - - - - - - %: - - - - LOOMIS ROAD_ - _
<br /> ����---------- - -------------------------
<br /> 5
<br /> -----------------� __ _---- ----------_ .• N. MAXIMUM FOOTPRINT COVERAGE. 50%
<br /> 5. WATER SYSTEM TO BE CONSTRUCTED TO THE CAL WATER STANDARDS AND SPECIFICATIONS. _
<br /> 0. PARKING: MINIMUM TWO CAR GARAGE,AND TWO DRIVEWAY
<br /> 6. STREET LIGHTING SHALL BE INSTALLED PER SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS ^ -- - -- - �•' w zi V r► r SPACES PER LOT
<br /> 7. PUBLIC UTILITIES ARE TO BE INSTALLED UNDER GROUND IN EASEMENTS. I I � ~ P.CONTOURS: 1.0-FOOT INTERVALS
<br /> I �
<br /> W 06
<br /> 8. THE SUBDIVIDER HEREBY RESERVES THE RIGHT TO FILE"MULTIPLE SUBDIVISION MAPS"AS SET FORTH BY THE I b Q. UTILITIES: WATER SYSTEM- CAL WATER
<br /> SUBDIVISION MAP ACT,ARTICLE 4, SECTION 66456.1., AND FILE PARCEL MAPS FOR REASON OF SALE.ALL r N SANITARY SEWER- CITY OF STOCKTON
<br /> PARCEL LINES SHALL CONFORM TO THIS TENTATIVE MAP. STORM DRAINAGE- SAN JOAQUIN COUNTY
<br /> GAS- PG&E JOB#: 21-2774
<br /> 9• PUBLIC UTILITY EASEMENTS WILL BE PROVIDED ALONG ALL STREET IN-TRACT FRONTAGES. -. ELECTRIC- PG&E DATE: 04/06/2021
<br /> I TELEPHONE- AT&T SCALE: AS SHOWN
<br /> 10. ALL EXISTING STRUCTURES AND TREES ARE TO BE REMOVED UNLESS OTHERWISE NOTED.SEPTIC TANKS, I DRAWN: EP
<br /> LEACH FIELDS, AND WELLS ON SITE WILL BE REMOVED OR ABANDONED AS PER SAN JOAQUIN COUNTY I I SCHOOL DISTRICT- STOCKTON UNIFIED SCHOOL DISTRICT DESIGN: PMH/CV
<br /> _R REQUIREMENTS. CHK'D: BJ
<br /> I LEGAL DESCRIPTION SHEET
<br /> 11. APPLICANT SHALL PROVIDE ACCESS AGREEMENT IN PERPETUITY FOR CITY TO INSPECT ALL NUMBER
<br /> POST-CONSTUCTION BMP'S.
<br /> Q x 60 30 60 THE LAND DESCRIBED HEREIN IS SITUATED IN THE STATE OF CALIFORNIA,COUNTY OF SAN JOAQUIN,
<br /> 12. ALL LOT SIZES, DIMENSIONS, HEIGHT, BUILDING COVERAGE,AND DEPTH/WIDTH RATIOS ARE TO BE IN I STATE OF CALIFORNIA,AND IS DESCRIBED AS FOLLOWS:LOTS 6 AND 7 OF SAN JOAQUIN COUNTY
<br /> ACCORDANCE WITH SAN JOAQUIN COUNTY TABLE 9-310.3, R-L. I 1" = 60' SURVEY NO. 3648 AND ALSO ALL OF LOTS 6 AND 7 OF THE HEWLETT TRACT,FILED SEPTEMBER 10,
<br /> 1908.
<br /> I TM1m1
<br /> COPYRIGHT© 2021 NORTHSTAR ENGINEERING GROUP, INC
<br /> o� -
<br /> ao
<br />
|