HWY 99 & FRENCH CAMP ROAD
<br />A.P.N. 201 -030-014
<br />LOCATION MAP
<br />I
<br />No.
<br />SHEET INDEX
<br />COUNTY APPROVAL
<br />V)
<br />Z
<br />TITLE SHEET
<br />2 YARD FACILITYS
<br />(LO
<br />ARCH RD
<br />B_ I BUILDING PLAN
<br />B - 2 BUILDING ELEVATIONS
<br />F_ I FOUNDATION PLAN
<br />w
<br />EQ- I PLANT EQUIPMENT
<br />EQ- 2 PLANT EQUIPMENT
<br />EQ- 3 PUMP DATA
<br />P - 1 PLANT DRAIN E
<br />co
<br />WATEk) SUPPLY
<br />�..•\
<br />P-2 PLANT PIPING
<br />METROPOLITAN
<br />E - I ELECTRICAL
<br />E-2 PLANT LIGHTING
<br />AIRPORT
<br />LOCATION MAP
<br />I
<br />No.
<br />RENCH CAMPIIS FOLF A RV PARK
<br />7 n__lEA7MEN7 PLAN7 FAC&§7Y
<br />L
<br />COUNTY APPROVAL
<br />V)
<br />Z
<br />(LO
<br />ARCH RD
<br />w
<br />PgCN
<br />STOCKTON
<br />co
<br />�..•\
<br />METROPOLITAN
<br />AIRPORT
<br />G9�
<br />... —...
<br />�11Z��j05..
<br />-�....�...�...
<br />F
<br />U)
<br />SITE
<br />FNc
<br />wCgMP
<br />T Q
<br />Q
<br />ROTH R
<br />_Z.
<br />o
<br />I2p ti
<br />U)j
<br />O
<br />Z
<br />T • "S Q R'
<br />u�
<br />Z
<br />D
<br />NORTHLAND RD
<br />Q
<br />LATHROP RD
<br />LOCATION MAP
<br />I
<br />ROSE'S ENGINEERING - GEOLOGY & SURVEYNI C.
<br />9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624
<br />(916) 686-5445
<br />I
<br />Ell
<br />PROPOSED
<br />TREATMENT
<br />PLANT SITE
<br />r
<br />0
<br />z
<br />w
<br />w
<br />PROJECT:
<br />WASTEWATER AND RECLAMATION SYSTEM
<br />FRENCH CAMP GOLF & RV PARK
<br />FRENCH CAMP CA,
<br />GENERAL NOTES
<br />1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE
<br />WITH THE LATEST RULES AND REGULATIONS OF THE CALIFORNIA
<br />ADMINISTRATIVE CODE, TITLE 24, STATE BUILDING STANDARDS,
<br />NATIONAL ELECTRICAL CODE, LOCAL CITY AND COUNTY CODES,
<br />APPLICABLE LAWS OR REGULATIONS.
<br />2. THE INTENTION OF THE DRAWINGS AND SPECIFICATIONS IS
<br />TO MAKE A COMPLETE JOB AND SHALL INCLUDE EVERYTHING
<br />REASONABLE IMPLIED OR INTENDED TO BE FURNISHED AND
<br />INSTALLED, UNLESS SPECIFICALLY DESIGNATED NOT IN
<br />CONTRACT (N.I.C.) OR "FURNISHED BY OWNER".
<br />3. THE DRAWINGS INDICATE SCHEMATICALLY THE LAYOUTS OF
<br />EQUIPMENT, ACCESSORIES AND SYSTEMS AND SHALL BE
<br />FOLLOWED AS CLOSELY AS POSSIBLE. OTHER DRAWINGS AND
<br />ACTUAL FIELD CONDITIONS SHALL BE EXAMINED, NOTING ALL
<br />CONDITIONS THAT MAY AFFECT THIS WORK. REPORT CONFLICTING
<br />CONDITIONS TO THE ENGINEER FOR ADJUSTMENT BEFORE
<br />PROCEEDING WITH WORK.
<br />4. THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE
<br />SITE, CHECKED EXISTING CONDITIONS, AND SATISFIED
<br />HIMSELF AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE
<br />PERFORMED BEFORE SUBMITTING HIS BID. NO ALLOWANCES
<br />SHALL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE TO
<br />WHICH HE MAY PUT DUE TO FAILURE OR NEGLECT TO DISCOVER
<br />CONDITIONS AFFECTING HIS WORK.
<br />5. UNLESS OTHERWISE NOTED, ALL MATERIAL SHALL BE NEW,
<br />OF THE TYPE, CAPACITY AND QUALITY SPECIFIED AND FREE
<br />FROM DEFECTS.
<br />6. THE CONTRACTOR SHALL VERIFY ALL METAL BUILDING
<br />DIMENSIONS AND ANCHOR BOLT LOCATIONS PRIOR TO POURING
<br />CONCRETE FOOTINGS AND SLAB.
<br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
<br />ALL NECESSARY APPROVALS AND BUILDING PERMITS REQUIRED BY
<br />THE AGENCIES HAVING JURISDICTION OVER HIS PORTION OF
<br />THE WORK.
<br />8 • AcG PU/77PS qr0 rl7oL/ 77' :7' G/V A 81.E,e 1.U17W A
<br />2EPi9/2 ED .4�t/.O 2EPL�GE/] !�//Tfi'OC/T
<br />i�l� THE LE`I/E�. off- .Ciy��i�o i�r/ T,yE TALI/,�,
<br />BUILDING CODE DATA
<br />OCCUPANCY GROUP -------------- B -DIVISION 4
<br />DESCRIPTION OF USE ----------- WASTE TREATMENT FACILITIES
<br />TYPE OF CONSTRUCTION --------- METAL/NO HOUR
<br />SPRINKLERS ------------------- NO
<br />STORIES ---------------------- ONE
<br />HEIGHT ----------------------- 15 FT. EAV£ HT.
<br />FLOOR AREA ------------------- 2.400 SQ. FT.
<br />DIPECTORY
<br />OWNER, CANADA COVE, LIMITED PARTNERSHIP
<br />°% GEN GAL A55OGIATE5
<br />G20 EAST ST CHARLES STREET
<br />SAN ANDRIA5. CA 95249
<br />ATTN: ROGER D RUMPH P.E.
<br />PLANT EQUIPMENT/ PLANT DESIGN=
<br />AQUAGLEAR TECHNOLOGIES. INC.
<br />325 SHOKELINE DRIVE
<br />LIBERTY LAKE, WA 99019
<br />C509) 255-0003
<br />ENGINEERING,
<br />R05E'5 ENGINEERING -GEOLOGY + SURVEYING INC.
<br />9070 ELK GROVE BOULEVARD
<br />ELK GROVE. GA 95624
<br />C91G) 080-5445
<br />FOUNDATION=
<br />ROSE'S ENGINEERING -GEOLOGY
<br />9070 ELK GROVE BOULEVARD
<br />ELK GROVE, GA 95624
<br />C91G) GBG -5445
<br />ATTNt BARRY HAYCOCK PE.
<br />ELECTRICAL=
<br />GEORGE VICE ELECTRIC. INC.
<br />P.O. BOX 1115
<br />ELK GROVE, CA 95759
<br />C91G) 085-5349
<br />METAL BUILDING=
<br />�I��zR►>` STSEt_ FRAME
<br />ArM-. SACK e,TAQK
<br />--- It -- -- -- 20,000 GAL —f -- — —
<br />--I� ---
<br />TPEATMENT FACILITY LAYOUT
<br />SEG- yWrt Tom G6114tU�
<br />SCALE= 1'=20'
<br />�o QPQFESS ag��
<br />Exp. 4 r
<br />*° f L °
<br />SHEET TITLE:
<br />TITLE SHEET
<br />TANK NOTES AND SPECIFICATIONS
<br />SURVEYED BY:
<br />DRAWN BY: RWF
<br />DESIGNED BY: JWF
<br />CHECKED BY: RPR
<br />EATSEP, 94
<br />AS NOTED
<br />+ SURVEYING ING.
<br />SHEET No.
<br />1
<br />OF
<br />No.
<br />RENCH CAMPIIS FOLF A RV PARK
<br />7 n__lEA7MEN7 PLAN7 FAC&§7Y
<br />L
<br />COUNTY APPROVAL
<br />V)
<br />Z
<br />ROSE'S ENGINEERING - GEOLOGY & SURVEYNI C.
<br />9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624
<br />(916) 686-5445
<br />I
<br />Ell
<br />PROPOSED
<br />TREATMENT
<br />PLANT SITE
<br />r
<br />0
<br />z
<br />w
<br />w
<br />PROJECT:
<br />WASTEWATER AND RECLAMATION SYSTEM
<br />FRENCH CAMP GOLF & RV PARK
<br />FRENCH CAMP CA,
<br />GENERAL NOTES
<br />1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE
<br />WITH THE LATEST RULES AND REGULATIONS OF THE CALIFORNIA
<br />ADMINISTRATIVE CODE, TITLE 24, STATE BUILDING STANDARDS,
<br />NATIONAL ELECTRICAL CODE, LOCAL CITY AND COUNTY CODES,
<br />APPLICABLE LAWS OR REGULATIONS.
<br />2. THE INTENTION OF THE DRAWINGS AND SPECIFICATIONS IS
<br />TO MAKE A COMPLETE JOB AND SHALL INCLUDE EVERYTHING
<br />REASONABLE IMPLIED OR INTENDED TO BE FURNISHED AND
<br />INSTALLED, UNLESS SPECIFICALLY DESIGNATED NOT IN
<br />CONTRACT (N.I.C.) OR "FURNISHED BY OWNER".
<br />3. THE DRAWINGS INDICATE SCHEMATICALLY THE LAYOUTS OF
<br />EQUIPMENT, ACCESSORIES AND SYSTEMS AND SHALL BE
<br />FOLLOWED AS CLOSELY AS POSSIBLE. OTHER DRAWINGS AND
<br />ACTUAL FIELD CONDITIONS SHALL BE EXAMINED, NOTING ALL
<br />CONDITIONS THAT MAY AFFECT THIS WORK. REPORT CONFLICTING
<br />CONDITIONS TO THE ENGINEER FOR ADJUSTMENT BEFORE
<br />PROCEEDING WITH WORK.
<br />4. THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE
<br />SITE, CHECKED EXISTING CONDITIONS, AND SATISFIED
<br />HIMSELF AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE
<br />PERFORMED BEFORE SUBMITTING HIS BID. NO ALLOWANCES
<br />SHALL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE TO
<br />WHICH HE MAY PUT DUE TO FAILURE OR NEGLECT TO DISCOVER
<br />CONDITIONS AFFECTING HIS WORK.
<br />5. UNLESS OTHERWISE NOTED, ALL MATERIAL SHALL BE NEW,
<br />OF THE TYPE, CAPACITY AND QUALITY SPECIFIED AND FREE
<br />FROM DEFECTS.
<br />6. THE CONTRACTOR SHALL VERIFY ALL METAL BUILDING
<br />DIMENSIONS AND ANCHOR BOLT LOCATIONS PRIOR TO POURING
<br />CONCRETE FOOTINGS AND SLAB.
<br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
<br />ALL NECESSARY APPROVALS AND BUILDING PERMITS REQUIRED BY
<br />THE AGENCIES HAVING JURISDICTION OVER HIS PORTION OF
<br />THE WORK.
<br />8 • AcG PU/77PS qr0 rl7oL/ 77' :7' G/V A 81.E,e 1.U17W A
<br />2EPi9/2 ED .4�t/.O 2EPL�GE/] !�//Tfi'OC/T
<br />i�l� THE LE`I/E�. off- .Ciy��i�o i�r/ T,yE TALI/,�,
<br />BUILDING CODE DATA
<br />OCCUPANCY GROUP -------------- B -DIVISION 4
<br />DESCRIPTION OF USE ----------- WASTE TREATMENT FACILITIES
<br />TYPE OF CONSTRUCTION --------- METAL/NO HOUR
<br />SPRINKLERS ------------------- NO
<br />STORIES ---------------------- ONE
<br />HEIGHT ----------------------- 15 FT. EAV£ HT.
<br />FLOOR AREA ------------------- 2.400 SQ. FT.
<br />DIPECTORY
<br />OWNER, CANADA COVE, LIMITED PARTNERSHIP
<br />°% GEN GAL A55OGIATE5
<br />G20 EAST ST CHARLES STREET
<br />SAN ANDRIA5. CA 95249
<br />ATTN: ROGER D RUMPH P.E.
<br />PLANT EQUIPMENT/ PLANT DESIGN=
<br />AQUAGLEAR TECHNOLOGIES. INC.
<br />325 SHOKELINE DRIVE
<br />LIBERTY LAKE, WA 99019
<br />C509) 255-0003
<br />ENGINEERING,
<br />R05E'5 ENGINEERING -GEOLOGY + SURVEYING INC.
<br />9070 ELK GROVE BOULEVARD
<br />ELK GROVE. GA 95624
<br />C91G) 080-5445
<br />FOUNDATION=
<br />ROSE'S ENGINEERING -GEOLOGY
<br />9070 ELK GROVE BOULEVARD
<br />ELK GROVE, GA 95624
<br />C91G) GBG -5445
<br />ATTNt BARRY HAYCOCK PE.
<br />ELECTRICAL=
<br />GEORGE VICE ELECTRIC. INC.
<br />P.O. BOX 1115
<br />ELK GROVE, CA 95759
<br />C91G) 085-5349
<br />METAL BUILDING=
<br />�I��zR►>` STSEt_ FRAME
<br />ArM-. SACK e,TAQK
<br />--- It -- -- -- 20,000 GAL —f -- — —
<br />--I� ---
<br />TPEATMENT FACILITY LAYOUT
<br />SEG- yWrt Tom G6114tU�
<br />SCALE= 1'=20'
<br />�o QPQFESS ag��
<br />Exp. 4 r
<br />*° f L °
<br />SHEET TITLE:
<br />TITLE SHEET
<br />TANK NOTES AND SPECIFICATIONS
<br />SURVEYED BY:
<br />DRAWN BY: RWF
<br />DESIGNED BY: JWF
<br />CHECKED BY: RPR
<br />EATSEP, 94
<br />AS NOTED
<br />+ SURVEYING ING.
<br />SHEET No.
<br />1
<br />OF
<br />No.
<br />DESCRIPTION
<br />COUNTY APPROVAL
<br />V)
<br />Z
<br />O
<br />N
<br />w
<br />ROSE'S ENGINEERING - GEOLOGY & SURVEYNI C.
<br />9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624
<br />(916) 686-5445
<br />I
<br />Ell
<br />PROPOSED
<br />TREATMENT
<br />PLANT SITE
<br />r
<br />0
<br />z
<br />w
<br />w
<br />PROJECT:
<br />WASTEWATER AND RECLAMATION SYSTEM
<br />FRENCH CAMP GOLF & RV PARK
<br />FRENCH CAMP CA,
<br />GENERAL NOTES
<br />1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE
<br />WITH THE LATEST RULES AND REGULATIONS OF THE CALIFORNIA
<br />ADMINISTRATIVE CODE, TITLE 24, STATE BUILDING STANDARDS,
<br />NATIONAL ELECTRICAL CODE, LOCAL CITY AND COUNTY CODES,
<br />APPLICABLE LAWS OR REGULATIONS.
<br />2. THE INTENTION OF THE DRAWINGS AND SPECIFICATIONS IS
<br />TO MAKE A COMPLETE JOB AND SHALL INCLUDE EVERYTHING
<br />REASONABLE IMPLIED OR INTENDED TO BE FURNISHED AND
<br />INSTALLED, UNLESS SPECIFICALLY DESIGNATED NOT IN
<br />CONTRACT (N.I.C.) OR "FURNISHED BY OWNER".
<br />3. THE DRAWINGS INDICATE SCHEMATICALLY THE LAYOUTS OF
<br />EQUIPMENT, ACCESSORIES AND SYSTEMS AND SHALL BE
<br />FOLLOWED AS CLOSELY AS POSSIBLE. OTHER DRAWINGS AND
<br />ACTUAL FIELD CONDITIONS SHALL BE EXAMINED, NOTING ALL
<br />CONDITIONS THAT MAY AFFECT THIS WORK. REPORT CONFLICTING
<br />CONDITIONS TO THE ENGINEER FOR ADJUSTMENT BEFORE
<br />PROCEEDING WITH WORK.
<br />4. THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE
<br />SITE, CHECKED EXISTING CONDITIONS, AND SATISFIED
<br />HIMSELF AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE
<br />PERFORMED BEFORE SUBMITTING HIS BID. NO ALLOWANCES
<br />SHALL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE TO
<br />WHICH HE MAY PUT DUE TO FAILURE OR NEGLECT TO DISCOVER
<br />CONDITIONS AFFECTING HIS WORK.
<br />5. UNLESS OTHERWISE NOTED, ALL MATERIAL SHALL BE NEW,
<br />OF THE TYPE, CAPACITY AND QUALITY SPECIFIED AND FREE
<br />FROM DEFECTS.
<br />6. THE CONTRACTOR SHALL VERIFY ALL METAL BUILDING
<br />DIMENSIONS AND ANCHOR BOLT LOCATIONS PRIOR TO POURING
<br />CONCRETE FOOTINGS AND SLAB.
<br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
<br />ALL NECESSARY APPROVALS AND BUILDING PERMITS REQUIRED BY
<br />THE AGENCIES HAVING JURISDICTION OVER HIS PORTION OF
<br />THE WORK.
<br />8 • AcG PU/77PS qr0 rl7oL/ 77' :7' G/V A 81.E,e 1.U17W A
<br />2EPi9/2 ED .4�t/.O 2EPL�GE/] !�//Tfi'OC/T
<br />i�l� THE LE`I/E�. off- .Ciy��i�o i�r/ T,yE TALI/,�,
<br />BUILDING CODE DATA
<br />OCCUPANCY GROUP -------------- B -DIVISION 4
<br />DESCRIPTION OF USE ----------- WASTE TREATMENT FACILITIES
<br />TYPE OF CONSTRUCTION --------- METAL/NO HOUR
<br />SPRINKLERS ------------------- NO
<br />STORIES ---------------------- ONE
<br />HEIGHT ----------------------- 15 FT. EAV£ HT.
<br />FLOOR AREA ------------------- 2.400 SQ. FT.
<br />DIPECTORY
<br />OWNER, CANADA COVE, LIMITED PARTNERSHIP
<br />°% GEN GAL A55OGIATE5
<br />G20 EAST ST CHARLES STREET
<br />SAN ANDRIA5. CA 95249
<br />ATTN: ROGER D RUMPH P.E.
<br />PLANT EQUIPMENT/ PLANT DESIGN=
<br />AQUAGLEAR TECHNOLOGIES. INC.
<br />325 SHOKELINE DRIVE
<br />LIBERTY LAKE, WA 99019
<br />C509) 255-0003
<br />ENGINEERING,
<br />R05E'5 ENGINEERING -GEOLOGY + SURVEYING INC.
<br />9070 ELK GROVE BOULEVARD
<br />ELK GROVE. GA 95624
<br />C91G) 080-5445
<br />FOUNDATION=
<br />ROSE'S ENGINEERING -GEOLOGY
<br />9070 ELK GROVE BOULEVARD
<br />ELK GROVE, GA 95624
<br />C91G) GBG -5445
<br />ATTNt BARRY HAYCOCK PE.
<br />ELECTRICAL=
<br />GEORGE VICE ELECTRIC. INC.
<br />P.O. BOX 1115
<br />ELK GROVE, CA 95759
<br />C91G) 085-5349
<br />METAL BUILDING=
<br />�I��zR►>` STSEt_ FRAME
<br />ArM-. SACK e,TAQK
<br />--- It -- -- -- 20,000 GAL —f -- — —
<br />--I� ---
<br />TPEATMENT FACILITY LAYOUT
<br />SEG- yWrt Tom G6114tU�
<br />SCALE= 1'=20'
<br />�o QPQFESS ag��
<br />Exp. 4 r
<br />*° f L °
<br />SHEET TITLE:
<br />TITLE SHEET
<br />TANK NOTES AND SPECIFICATIONS
<br />SURVEYED BY:
<br />DRAWN BY: RWF
<br />DESIGNED BY: JWF
<br />CHECKED BY: RPR
<br />EATSEP, 94
<br />AS NOTED
<br />+ SURVEYING ING.
<br />SHEET No.
<br />1
<br />OF
<br />
|