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<br /> SITE & PETROLEUM PLAN - CONTINUED SITE & PETROLEUM PLAN
<br /> ( CONSTRUCTION KEY NOTES Q CONSTRUCTION KEY NOTES Q
<br /> 33. REMOVE PORTION OF EXISTING CONCRETE DRIVEWAY, CURB, ALL CONSTRUCTION IS EXISTING AND TO REMAIN UNLESS NOTED
<br /> GUTTER AND SIDEWALK AS REQUIRED FOR INSTALLATION OF OTHERWISE.
<br /> INGRESS & fGRES /i NEW DRIVEWAY RETURN PER CITY OF STOCKTON STANDARDS. CONTRACTOR IS TO POTHOLE LOCATIONS TO JOIN EXISTING UTIL-
<br /> 2� '-0" 8'-0" 2' S EASE 34. NEW 6" CONCRETE CURB WITH 18" GUTTER. (TIES PRIOR TO CONSTRUCTION TO VERIFY EXACT DIMENSIONS AND
<br /> (E) ELECTRICAL 35. NEW 3" A.C. PAVING OVER 8" A.B.
<br /> 12 HENT NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
<br /> >•
<br /> TRANSFORMER �� I¢ PETROLEUM CONSTRUCTION IS TO BE PER DRAWING NOS. 15-CA
<br /> 9 1/2, 15-CA 2/2 AND 15R-S2VR-CA 2/2.
<br /> N -- S 1T1O'00" E 130.00' 3 '� ALL FIBERGLASS PIPING SHALL BE METHANOL COMPATIBLE.
<br /> CONTRACTOR TO INSTALL "NO LOITERING" SIGNS AT EACH DRIVE-
<br /> - \ I WAY ENTRANCE.
<br /> 11 - 21 0 \ 5 6 r
<br /> 1. REMOVE EXISTING CONCRETE DRIVEWAY AND INSTALL NEW
<br /> 8 �I I \ j " CONCRETE SIDEWALK, CURB AND GUTTER PER CITY OF
<br /> -- -- - STOCKTON REQUIREMENTS (TYPICAL OF 2)
<br /> 111 10 /1-N
<br /> O 2. CONVENIENCE STORE BUILDING. SEE SHEET A-1.
<br /> 3. 28' x 86' STEEL CANOPY. SEE SHEETS E-1, E-2 AND F-1.
<br /> a ��•„ �� /- .._... _ _ 4 4. "TOSCO" CANOPY LETTERS (TYPICAL OF 2).
<br /> 9
<br /> \\ O G 's//A\ \,. 30 I ` / 5. CATCH BASIN AND THRU CURB FACE DRAIN PER STOCKTON
<br /> (,, Fp'1YFgaR 1..- 1 5 STANDARDS. SEE SHEET C-2. (3) 3" DUCTILE IRON PIPES.
<br /> O _ ��\ ' �C _ ; z ^ 6. 36" CONCRETE SWALE. SEE SHEET C-2.
<br /> (V ` :I : . ' \ • '/' ;.
<br /> 4 "� \ Q� \ 1 �� 128'-p" DRAINAGE 0 I 7. YARD LIGHT. SEE DETAIL 19, SHEET 16.
<br /> 1
<br /> EASEMENT ,j Q 8. MASONRY TRASH ENCLOSURE. SEE SHEET TCTE.
<br /> c�
<br /> \ Y �NCF'1 .S �/ 32 i w
<br /> LU 2' . // 6 .�c4D/ ' --_ 0" I �p ry{ 9. LANDSCAPING. SEE LANDSCAPE PLANS.
<br /> ��"�,/ (f
<br /> --- _0 0 �J •\ �/�e 17 i ( r 10. AIR AND WATER UNIT.
<br /> O / \ \ / .. �O w FFF---
<br /> " _ � ..._ _- -- -- -- "1 '/p '� / . 18 Ir F5 11. MAIN ELECTRICAL DISCONNECT, CT CAN AND METER. SEE
<br /> 35 l , G4,eC�F y/\ O ELECTRICAL PLANS.
<br /> aoL
<br /> _ ,. Fq��/as. 9'-0" x 19'-0" PARKING SPACE (TYPICAL OF 2).
<br /> Z y p _p» 31 Y 1 (n f 13. 14'-0" x 19'-0" HANDICAP PARKING SPACE.
<br /> \. 5 14. - x 15 -0 COMPACT PARKING SPACE (TYPICAL OF
<br /> _ I \ _
<br /> __. _. .... , TYP 3).
<br /> I / 15. 9'-04 x 23'-0" PARALLEL PARKING SPACE (TYPICAL OF
<br /> i6. 6" THICK CONCRETE DRIVE SLAB WITH p4 REBAR AT 24" Q.C.
<br /> Y AGGREGATE BASE COURSE.
<br /> 5 -0'
<br /> 9 EASEMENREET EACH WA OVER 6"
<br /> 17. 12,000 GALLON, DOUBLE WALL, FIBERGLASS, UNDERGROUND,
<br /> i ' I 4 PRODUCT STORAGE TANK (TYPICAL OF 3). SEE SHEETS
<br /> 0 1 .. 1 , i
<br /> C I 15-CA 1/2, 15-CA 2/2 AND 15R-S2VR-CA 2/2.
<br /> (n I R ? _`I ;1 R (l) I 18. 8" THICK CONCRETE TANK SLAB WITH #4 REBAR AT 24" O.C.
<br /> / s O EACH WAY. SEE SHEET 15-CA 1/2.
<br /> EXISTING > -'� - 1 _. j '19 -'. I = I 19. INSTALL NEW MULTI-PRODUCT DISPENSER (TYPICAL OF 3)
<br /> BUILDING I ` O .I ,� -i �: 1 ' 5 AND ALL ASSOCIATED HARDWARE AS FURNISHED BY TOSCO.
<br /> 0 I �\� I PROVIDE ANY ADDITIONAL HARDWARE AS REQUIRED BY WORK.
<br /> 4 51 20. NEW CONCRETE DISPENSER ISLAND. SEE SHEET 13-RG-ADV.
<br /> 21. NEW GALVANIZED TANK VENT RISERS. SEE SHEETS 15-CA
<br /> \ 10' R I J _ -� 1/2 AND 15-CA 2/2.
<br /> --
<br /> ,pd, 3 Ip� 22. 2" DIAMETER, SINGLE WALL, FIBERGLASS, TANK VENT PIPING.
<br /> (E) WATER j ('
<br /> r ) 23. 2' DIAMETER, DOUBLE WALL, FIBERGLASS, PRODUCT PIPING.
<br /> / 18'-0" METER _.... .....- z 16 (N) I.D. SIGN ON,{
<br /> (E) WATER 9 51 4 5 E FOOTING // (E) CATCH 24. 2" DIAMETER, SINGLE WALL, FIBERGLASS, STAGE II VAPOR
<br /> VALVE e r /7 BASIN RECOVERY PIPING.
<br /> 25. 3" x 2" REDUCER.
<br /> 4 15 f
<br /> 6 I l 26. 3' DIAMETER, SINGLE WALL, FIBERGLASS, STAGE Il VAPORi ... .. '-l' RECOVERY PIPING.
<br /> /6'47' 2 27. PRODUCT PIPING OBSERVATION PORT.
<br /> _ 28 (TYPICAL OF
<br /> - ,... ._ - 77 3
<br /> D
<br /> '. R 30
<br /> -� - 23. TANK PIPING SUMP (TYP 3).
<br /> L = 40.21 '
<br /> (E) CONCRETE SIDEWALK ` 29. STAGE I VAPOR RECOVERY RISER (TYPICAL OF 3).
<br /> } CH = S63' 16' 14'' E - 37.27' SAN JOAQUIN COUNTY "}
<br /> (E) CONCRETE DRIVEWAY �: S I' PUBLIC HEALTH SERVICES `i '1 30. TANK FILL (TYPICAL OF 3).
<br /> ENVIRONMENTAL HEALTH DIVISION . `
<br /> P. O. BOX 2009,STOCKTON,CA9502N, 31. TANK ANNULAR SPACE MONITORING (TYPICAL OF 3).
<br /> (E) FIRE PHONE: (209)468-3420 32. NEW 6" CONCRETE PLANTER CURB. SEE DETAIL 4, SHEET 16.
<br /> HYDRANT
<br /> = 04'56'55" Cl Approved
<br /> 33 R = 125255' 3 0 Approved with changes: See Remarks r,
<br /> I(E) TELEPHONE . 2880 Sunrise Boulevard
<br /> VAULT T = 54.12 Suite 206
<br /> .
<br /> Disapproved; Se_epRpe_marks �(�
<br /> L = 1 0$.18' Remarks: �p 1V � •-f Q o W e Rancho Cordova, CA 95742
<br /> 1 TAIT & ASSOCIATES, INC. 916 635-2444
<br /> CH = S2724'09" E 108.15" CONSUL ANG ENGINEERS 918 635-2606 FAX
<br /> Cntt �2 1 _ By ORANGE, CA • SAN DIEGO, CA ' CONCORD, CA - PHOENIX, AZ • 7LCSON, AZ
<br /> Approval of these plans:extends only tothat TOSCO NORTHWEST COMPANY
<br /> ' which shown , ed hereon but
<br /> PA �1d , ✓ A does not authorize
<br /> oraplarlweany omission A DIVISION OF TOSCO CORPORATION
<br /> or deviation ofreguicementsofState laws or A LICENSEE OF BP OIL
<br /> local Ondinances. "•
<br /> 2130 PROFESSIONAL DRIVE, SUITE 100
<br /> ROSEVILLE, CALIFORNIA 95661
<br /> (E) MEDIAN SITE & PETROLEUM PLAN
<br /> PROPOSED TOSCO OIL FACILITY #02479
<br /> 7647 PACIFIC AVENUE
<br /> 0 RIVARA ROAD
<br /> Seal: STOCKTON, CALIFORNIA
<br /> UNAUTHORIZED CHANGES AND USES: The engineer preparing these plans will not be responsible for, or liable Engineer IMPORTANT NOTICE Note to Contractor: Demolition note:
<br /> for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must Section 4216/4217 of the Government REVISIONS: DATE DWN CHK
<br /> be approved b the proparer of these Ions. The extstence and location of any underground utilities, pipes, Code requires a Dig Alert Identification This demolition plan Is not Intended to, and does not, determine
<br /> pP y P P P and/or structures shown on these Ions were obtained b a search Number be Issued before a the method, details, and means of performing the demolition.
<br /> / P Y Permit to Excavate will be valid P 9
<br /> Construction contractor agrees that In accordance with generally accepted construction practices, construction of available records. To the best of our knowledge, there are no For your Dig. Alert ID Number Call This plan makes no Inquiry or determination as to the existence -
<br /> contractor will be required to assume sole and complete responsibiify for lab site conditions during the course of existing utilities except as shown on these plans. The contractor UNDERGROUND SERVICE ALERT of any hazardous or toxic materials existing on the site or in the
<br /> construction of this project, Including safety of all persons and property, that this requirement shall be made to shall ascertain the true vertical and horizontal location and size buildings. It is recommended that an Independent Investigation
<br /> apply continuously and not limited to normal working hours, and construction contractor further agrees to defend, of those to be used of any underground utilities and shall be 1 -800-642-2444 be performed prior to demolition to determine the existence of DATE: 12-12-94 1 SCALE: 1 = 10 -0
<br /> Idemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the responsible for any damage to any public or private utilities, For Underground Locating any potential hazardous or toxic risk. DRAWN: D.D.
<br /> performance of work on this project, excepting liability arising from sole negligence of design professional. shown or not shown hereon. 2 Working Days before You Dig shown or not shown hereon. SHEET C- �
<br /> CHECKED: E.K.
<br /> TC114.DWG
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