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<br /> Application A E j 0 014 9_.__.
<br /> Rucolved By, On 3�
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<br /> 162-140-04 Q
<br /> CITY OF STOCKTON 162-140-01 APRPDXIMATE LOCATION OF DRAINAGE SYSTEM ( ENTITLEMENT SITE PLAN
<br /> CITY OF STOCKTON PIPES TO THE CITY OF STOCKTON
<br /> ` — CITY LIMIT LINE CITY OF STOCKTON SEC. 17 i SEC. 16 m
<br /> - SECTION LINE FD. 1 " IRON PIPE BEING A PORTION OF THE
<br /> W/BRASS CAP STAMPED
<br /> 162-130-03LS NORTHWEST QUARTER OF
<br /> N89°22'19"W 2504.31 ' N00°40'00"E PER4R50 38 S4C. COR. SECTION 20, T. 1 N., RXE., M.D.B. & M.
<br /> \ SAN ✓OAOU/N COUNTY 17 62.81 ' i,
<br /> CITY LIMIT �-(SEE DETAIL A ) DOC. NO. 2008-157742 7, N77°�$ 56 E 2�A 3a SAN JOAQUIN COUNTY, CALIFORNIA o
<br /> LINE \ 706.0 296.0 p0"E Ln
<br /> 2 R=3950.00' L= N7�13 I FD. BRASS DISC. IN
<br /> A==10'14'30" CONC., R.M. 43 PER
<br /> S89°31 '18"E 1065.11 ' 162-130-05 CH=N85°21'27"E 705.13 3 A3, ; R.S. 38-4 -OWNER/APPLICANT
<br /> w
<br /> ' 20 '53 w I MARIO JAQUES, TRUSTEE OF THE MARIO JAQUES SEPARATE PROPERTY TRUST
<br /> - \ STATE HIGHWAY ROUTE NO. 4 253'950„W 57637 DATED SEPTEMBER 15, 2008; MARIO A. JAQUES, ALSO KNOWN AS MARIO G.
<br /> TR=4050.00' L=723.94 S81°49 N34°27'37"W ' JAQUES, AS CUSTODIAN OF THE DANIELLE JAQUES UNDER THE CALIFORNIA —
<br /> S89°31 '1 6"E 1395.75' ' ° . UNIFORM GIFT TO MINORS ACT UNTIL AGE 21 • AND TO MARIO A. JAQUES
<br /> � SECTION p=10°14 30 97.33
<br /> LINE JOHN TURK ROAD 157,2 CH=N85°21'27 E 72298 T. NC° 20 R.6E.� � SEC. 21 ALSO UNDERKTOE CALIFORNIAWN O G.UNIFORMEGIFT TO CUSTODIAN
<br /> ACTFOR
<br /> UNTILNAGER21A�AS TO "
<br /> UES
<br /> FD. 1 " IRON PIPES l �� M.D.B. & M.
<br /> W/ALUMINUM CAP i � THEIR INTERESTS THAT MAY APPEAR OF RECORD.
<br /> NO 200 �- IRRIGATION PIPE & IRRIGATION 44 WEST 1 1TH STREET
<br /> STAMPED "DOT” PER0C• EQUIPMENT STORAGE
<br /> C.R.-19-74 Y TRACY, CA 95376
<br /> V I D (A.B. SURFACE) C° I HAVE REVIEWED THIS CONCEPTUAL ENTITLEMENT SITE PLAN AND APPROVE
<br /> LAJ Q
<br /> :D THE CONCEPTUAL LAYOUT. I UNDERSTAND THIS CONCEPTUAL SITE PLAN IS FOR LO a ENTITLEMENT PURPOSES ONLY AND THAT IT IS NOT AN ENGINEERING PLAN
<br /> 0 i Q i � FOR CONSTRUCTION PURPOSES.
<br /> Q a/ N
<br /> D
<br /> N 162-130-06 1 :2 4
<br /> / w MARIO JAQUES, TRUSTEE DATE �^
<br /> � Qo 1 4 SECTION LINE V 1
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<br /> 0 rn 0)
<br /> N o o i W MARIO JAQUES, CUSTODIAN DATE ^ Mww�
<br /> r o z f m M+11.4
<br /> Z 0
<br /> 0 o SITE7 z u, MARIO JAQUES, CUSTODIAN DATE w
<br /> 0 10
<br /> o �5� 1 L.������ 0~4
<br /> STATE HIGHWAY w �o ��` 4r�o LAND SURVEYOR
<br /> ROUTE N0. 4 SECTION LINE N 3 o "
<br /> Q ..., ..
<br /> ¢o CO o P10, _ I, MICHAEL L. QUARTAROLI, HEREBY STATE THAT I AM A LICENSED LAND Z
<br /> 0 0 30' r SURVEYOR NO. 4450 IN THE STATE OF CALIFORNIA AND THAT THIS CONCEPTUAL 0 • '�
<br /> = Q ENTITLEMENT SITE PLAN CORRECTLY REPRESENTS THE RECORD BOUNDARY, AND i*1 0
<br /> JW
<br /> � 30' \ .�0 TOPOGRAPHIC FEATURES. w �
<br /> o S89°22'58"E 2619.17' 2
<br /> MULLER ROAD
<br /> Q E FD. 1 IRON PIPE W TAG
<br /> 162-130-07 162-150-103 /
<br /> mo RICHARD MARCHINI TR. DANIEL C. AND RONALD V. , M! AEL L. QUARTAR I, DATE ~�
<br /> m� NORTH OVERALL PROPERTY KITZMILLER STAMPED 4 S 4450 PER ^'
<br /> f LICENSED LAND SURVEYOR N0. 4450 w
<br /> FD. S.J.CO. MON. IN
<br /> SCALE: 1"=200' MON. BOX AT SEC. COR. Q�QFESS/aN CIVIL ENGINEER EE 4
<br /> PER R.S. 35-59 c�0 p,Nuff -
<br /> VICINITY MAP SEC. 20 SEC. 21 ����� FI/j I HAVE REVIEWED THIS PROPOSED CONCEPTUAL ENTITLEMENT SITE PLAN AND THE
<br /> oz m CONCEPTUAL IMPROVEMENTS SHOWN COMPLY WITH GENERAL ENGINEERING
<br /> NO SCALE SEC. 29 SEC. 28 No. C58912 PRACTICES. THIS ENTITLEMENT SITE PLAN SHALL NOT BE USED FOR CONSTRUCTION.
<br /> �F CA�
<br /> 07/12/2021
<br /> �EX. FENCE
<br /> DATE
<br /> •m •o a e a a
<br /> F_..-..-..- -..-..-..-..-..-.. _..-..-..- ..- .. - . . -..-..-..0/TY OF STOCKTON.-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..----------- ------ ------------ -------------------------- - ---•_-
<br /> ____ � - - ♦- NOTES
<br /> SAN ✓0AOU/N COUNTY _______ --------- P.P.
<br /> CITY LIMIT LINE --`-`
<br /> ------ 1 . THIS CONCEPTUAL SITE PLAN IS FOR ENTITLEMENT APPLICATION PURPOSES ONLY.
<br /> P.P.
<br /> THIS CONCEPTUAL ENTITLEMENT SITE PLAN DOES NOT DESIGN ANY FIXED �+^�
<br /> IMPROVEMENTS AND IT IS NOT A CONSTRUCTION PLAN. co
<br /> 66.01 ' 2. THE PROPERTY ADDRESS FOR:
<br /> N8 66.019"W r' , r --- N89'22'19"W 2504.31 ' APN 162-230-03 IS 3195 WEST STATE HIGHWAY ROUTE NO. 4 O
<br /> \ \ -- F 3:1 Ln PROPERTY LINE APN 162-230-05 IS 3041 WEST STATE HIGHWAY ROUTE NO. 4
<br /> \ a, _ I I I I N APN 162-230-06 IS 3040 WEST STATE HIGHWAY ROUTE N0. 4 ^ ur Q
<br /> \ m I D I I C I �P P 25`\ 3. THE ASSESSOR'S PARCEL NO.S ARE 162-230-03, 162-130-05 AND 162-130-06. Z
<br /> rn �� 4. THIS PROPERTY CONTAINS 79.31 ACRES. THE PROJECT AREA IS 13.2 ACRES. �--�
<br /> \ 0) I I I I 10-t-STAIRS
<br /> E 5. THIS-PROPERTY IS NOT UNDER WILLIAMSON ACT CONTRACT. NOTICE OF o \ n I I I I � NON RENEWAL RECORDED ON NOVEMBER 26, 2008 AS DOC. NO. 2008-184433
<br /> CITY LIMIT LINE NG
<br /> rn z Q \ I_--J --J ` W/VANA SPIACE B o 30' 25' 6. THIS PROPERTY IS ZONED AG-80. Z
<br /> 0 7. THE GENERAL PLAN DESIGNATION IS A/G. 0 E
<br /> o Q P P �'� RAMP PER ADA 8. DOMESTIC WATER WILL BE BY INDIVIDUAL ON-SITE WELL AND SHALL COMPLY WITH a
<br /> N ( \ 0 °' REQUIREMENTS (SEE NOTE 2 3:1 SAN JOAQUIN COUNTY EHD STANDARDS.
<br /> \ \ GATE 100' N0. 12) 9. SANITARY SEWER WILL BE BY ON-SITE SEPTIC TANK AND LEACH FIELD AND SHALL T� co
<br /> m \ o I —� COMPLY WITH SAN JOAQUIN COUNTY EHD WASTE WATER STANDARDS. V1 Q O ^
<br /> LY_ � - oo S89°10'41 "E � I 5 10. STORM DRAINAGE IS BY EXISTING DRAINAGE SYSTEM TO THE CITY OF STOCKTON. Z Z
<br /> o_ r j ro No 20.84' \ SLOPED DRIVEWAY 9 10' 8' AC PAVEMENT © S' FUTURE PARKING 1 1 . THIS PROPERTY IS SUBJECT TO INUNDATION FROM THE 100 YEAR FLOOD. (PANEL
<br /> _ PHASE TWO
<br /> °- o o Q M F'— �- I EX. FENCE TO `� 10 EX. FENCE TO NO. 465F) BFE AT ELEVATON 9', NAVD 88. PROPOSED OFFICE AND SHOP FINISHED w O W
<br /> rBE REMOVED FLOOR ELEVATION SHALL BE CONSTRUCTED IN COMPLIANCE WITH SAN JOAQUIN p� w Co
<br /> Z o N \. ( BE REMOVED [--�
<br /> O o a = - .� �� - �� COUNTY FLOOD ORDINANCE. '-'
<br /> nw 0 Q w \' \ 12. OFFICE AND SHOP WILL BE BUILT ON TOP OF AN APPROXIMATE 8' HIGH RAISED
<br /> U o r� O a, �,N \ : ( RAISED PAD TOP OF BANK 3.1 MOUND PER GRADING PERVIIT REQUIREMENTS.
<br /> i Q vi Q o > �, N 13. FORMER JOHN TURK ROAD ALIGNMENT AND CITY LIMITS LINE. Z O
<br /> o >_ in Y O 65' "� 14. SPRINT FIBER OPTIC CABLE EASEMENT PER DOC. NO. 2002-186964. CALL 811 0 w W
<br /> o ,� Q b `p y GATE BEFORE ANY EXCAVATION OCCURS.
<br /> z .P. V 00,\ TOE OF PAD 15. THE LANDOWNER, PERMITE=, OR CONTRACTOR SHALL DESIGNATE A DULY LICENSED
<br /> \ LAND SURVEYOR OR LICENSED CIVIL ENGINEER LEGALLY AUTHORIZED TO PRACTICE a
<br /> �..w LAND SURVEYING TO ACKNDWLEDGE AND ACCEPT ALL RESPONSIBILITY FOR
<br /> MONUMENT PRESERVATION WITHIN THE BOUNDS OF THE SUBJECT PROPERTY AND E-�
<br /> P.P. ALONG THE PUBLIC RIGHT-OF-WAY. THIS IS IN COMPLIANCE WITH PLS ACT SEC.
<br /> \ 8771 , PLS ACT SEC. 872„ CIVIL CODE SEC. 841 , CALIFORNIA PENAL CODE 605, Q W
<br /> 44.42' V �. _ IRRIGATION PIPE & IRRIGATION STREETS AND HIGHWAY CODE SEC. 732, AND U.S. CODE TITLE 18, SEC. 1858 Z ►�
<br /> (SEE NOTE NO. 13) EQUIPMENT STORAGE
<br /> '
<br /> S89'1 0'00"E Z �- `- PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR MAINTENANCE, GRADING,
<br /> (A.B. SURFACE) OR CONSTRUCTION
<br /> DEMOLITION, FENCE REMOVAL, , UTILITY INSTALLATION OR
<br /> MAINTENANCE, AGRICULTURAL DEVELOPMENT, ETC. WITH THE POTENTIAL TO DESTROY,
<br /> PROPOSED 6' HIGH C.L.F. DAMAGE, COVER, DISTURB, OR OTHERWISE OBLITERATE SURVEY MONUMENTS.
<br /> 00' FENCE AT PROPERTY LINE 16. R.S. 6-107, R.S. 39-82 AND CALTRANS RIGHT-OF-WAY MAP 10-SJ-4, DATED
<br /> ��'fOCT. 5, 1972, SHEETS 2-5 WERE USED TO COMPILE THIS CONCEPTUAL
<br /> I EX. 6 HIGH C.L.F. (SEE NOTE NO. 14) .--�
<br /> 82•\50' FENCE TO REMAIN ENTITLEMENT SITE PLAN.
<br /> 17. ELEVATION DATA SHOWN IS DERIVED FROM USGS LIDAR POINT CLOUD CA
<br /> S89°31 '18"E 1065.11 ' SACRAMENTO 2017 10SFG�50985 LAS 2019. NAVD88 (FEET)
<br /> �
<br /> PROPOSED STRUCTURES
<br /> NORTH
<br /> A. 12'X20' MODULAR OFFICE (PHASE ONE) DATE 7/12/2021
<br /> B. 5,000 S.F. SHOP (PHASE TWO) DRAWN BY
<br /> DETAIL A.
<br /> STATE HIGHWAY ROUTE NO. 4 C. 1 ,200 S.F. FILTER BED GR
<br /> D. 100% SEPTIC SYSTEM REPLACEMENT AREA
<br /> SCALE: 1 "=40' E. DOMESTIC WELL CHECKED BY
<br /> JAG
<br /> F. SEPTIC TANK
<br /> �
<br /> JOB NO.
<br /> 2020-275
<br /> SHEET 1
<br /> ° • QUARTAROLI & ASSOCIATES, INC., 2021 . ALL RIGHTS RESERVED of I SHEETS
<br />
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