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CASCADEI
<br />GENERAL NOTES.
<br />2065
<br />EDGE OF PAVEMENT
<br />/
<br />SURVEY MONUMENT
<br />/
<br />EXISTING GATE,
<br />MAG NAIL CONTROL POINT
<br />RIGHT OF WAY J
<br />PROTECT IN PLACE 'I
<br />8:2159700.81 E: 6348716.40
<br />REMOVE TREE J .
<br />CASCADEI
<br />GENERAL NOTES.
<br />BATTERY
<br />CONTAINERS (QTY)
<br />/
<br />TOTAL BATTERY
<br />/
<br />EXISTING GATE,
<br />2482 CARPENTER RD, STOCKTON, CA 95205
<br />RIGHT OF WAY J
<br />PROTECT IN PLACE 'I
<br />ORMER (QTY)
<br />8
<br />EXISTING WAS
<br />1,215
<br />SURVEY MONUMENT 81:
<br />SEPTIC AND LEECH LINES
<br />SUBSTATION AREA
<br />2' IRON PIPE WITH DISK
<br />(SOFT)
<br />6780
<br />N:2158972.81 E: 6347660.91
<br />EXISTING PAVED
<br />CASCADEI
<br />GENERAL NOTES.
<br />BATTERY
<br />CONTAINERS (QTY)
<br />345
<br />TOTAL BATTERY
<br />7,585
<br />AREA (SQFT)
<br />2482 CARPENTER RD, STOCKTON, CA 95205
<br />INVERTERITRANSF
<br />SEE SHEET G103 FOR TYPICAL SECTION
<br />ORMER (QTY)
<br />8
<br />TOTALINVERTER
<br />1,215
<br />AREA (SQFT)
<br />SUBSTATION AREA
<br />(SOFT)
<br />6780
<br />CASCADE 2
<br />8' OF 1' ALL-WEATHER PERMEABLE CRUSHED ROCK
<br />BATTERY
<br />4. BRP WILL WORK WITH SAN JOAQUIN COUNTY AND THE SELECTED
<br />CONTAINERS (QTY)
<br />136
<br />TOTAL BATTERY
<br />3,034
<br />AREA (SOFT)
<br />INVERTER/TRANSF
<br />8
<br />ORMER (QTY)
<br />6' CLASS 2 AGGREGATE BASE OVER COMPACTED SOIL
<br />SEE SHEET G103.
<br />TOTALINVERTER
<br />5. A WATER SUPPLY AS REQUIRED BY THE LOCAL FIRE OFFICIAL WILL BE
<br />AREA (SQFT)
<br />911
<br />SUBSTATION AREA
<br />PROVIDED.
<br />6760
<br />— CASCADE REFS
<br />E TF
<br />ONE:M
<br />DRIVEWAY. PROTECT
<br />IN PLACE
<br />PROPERTY UNE
<br />EXISTING CONCRETE
<br />ORNEWAY,PROTECT
<br />IN PUCE
<br />EXISTING RESIDENTIAL EXISTING TIMBER FENCE,
<br />7 AGRICULTURAL AREA PROTECT IN PLACE
<br />\ CONSTRUCT PCC
<br />DRIVEWAY. SEE
<br />TYPICAL SECTION ON
<br />SHEET C-103
<br />_--- REMOVETREES 1 1❑ IT CHAIN LINK FENCE PER SHEET C-104. NOISE ABSORPTION SLATS ON THE SOUTH. EAST, AND NORTH PORTIONS ONLY.
<br />ADJACENT T(pP PROPERTY UNE � 3 STRAND BARBED WIRE ONLY ON SOUTH AND EAST. NO BARBED WIRE BETWEEN THE RESIDENCE AND THE PROJECT
<br />DRNEWAV (NORTH).
<br />I r EXISTING WASTEWATER SEPTIC
<br />5 0
<br />250 S3✓
<br />20' CHAIN LINK GATE - s <
<br />PER SHEET C_104
<br />�r
<br />WEBER 12' DIAMETER, 5000
<br />SUBSTATION BUS GALLON WATER TANK
<br />EXTENSION \\\\
<br />EXISTING PG&E
<br />POLE
<br />25' SETBACK FROM
<br />PG&E POLE
<br />SUBSTATION
<br />TAKE -OFF STRUCTURE
<br />EXISTING PG&E
<br />FENCING
<br />\\ 1 AND LEECH ONES PG&E METERING EQUIPMENT WILL BE HOUSED IN THIS BUILDING. SEE DWG. E-111
<br />20k9'PARKING q, ACCESS DOOR TO SUBSTATION CONTROL BUILDING.
<br />SPOT (TYP. OF 3) ❑
<br />POINT OF OWNERSHIP TRANSIT70N 0 REPLACE THE UPPER 12 INCHES OF SUBGRADE SOILS WITH GRANULAR, VERY LOW EXPANSIVE SOILS, MOISTURE
<br />POLE OVERHEAD POWERLINES CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95 PERCENT RELATIVE COMPACTION IN
<br />N: 2158570.08 ACCORDANCE WITH ASTM D1557. PRIOR TO PLACING THE GRANULAR, VERY LOW EXPANSIVE SOILS. THE BOTTOM OF
<br />E. 6348305'82 THE EXCAVATION SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF 6INCHES, MOISTURE CONDITIONED TO TO S
<br />--('' \ PERCENT ABOVE OPTIMUM MOISTURE CONTENT, THEN COMPACTED TO 90 PERCENT RELATIVE COMPACTION IN
<br />ACCORDANCE WITH ASTM D7557.
<br />\ 20' CHAIN LINK GATE PER SHEET 0-104
<br />SUBSTATION CONTROL BLDG. ACCESS ❑4 6. THE CONCRETE TO BE UTIUZED FOR THE CONCRETE PAVEMENT SHOULD HAVE A MINIMUM MODULUS OF RUPTURE OF
<br />H'
<br />a 590 POUNDS PER SQUARE INCH.
<br />1�g SUBSTATION CONTROL BLDG Q
<br />WALK GATE PER SHEET CAD4 O CONSTRUCTION JOINTS SHOULD BE SAWCUT IN THE PAVEMENT AT MAXIMUM SPACING OF 30 TIMES THE THICKNESS OF
<br />118' z 58' SUBSTATION THE SLAB. UP TO A MAXIMUM OF 15 FEET. SAWCUTTING IN THE PAVEMENT SHOULD BE PERFORMED WITHIN 12 HOURS
<br />OF CONCRETE PLACEMENT. OR PREFERABLY SOONER. SAWCUT DEPTHS SHOULD BE EQUAL TO APPROXIMATELY I DWG. E-102 ] ONE-QUARTER OF THE SLAB THICKNESS FOR CONVENTIONAL SAWS OR 1 INCH WHEN EARLY -ENTRY SAWS ARE
<br />_ — 10' CHAIN UNK GATE PER SHEET C-104 UTILIZED ON SLABS 91NCHES THICK OR LESS. THE USE OF PLASTIC STRIPS FOR FORMATION OF JOINTING IS NOT
<br />1 RECOMMENDED. THE USE OF EXPANSION JOINTS IS NOT RECOMMENDED, EXCEPT WHERE THE PAVEMENT WILL ADJOIN
<br />y STRUCTURES. CONSTRUCTION JOINTS SHOULD BE CONSTRUCTED SUCH THAT ADJACENT SECTIONS BUTT DIRECTLY
<br />AGAINST EACH OTHER AND ARE KEYED INTO EACH OTHER OR THE JOINTS ARE PROPERLY DOWELED WITH SMOOTH
<br />Q•:;;� 2p a- DOWELS. IT SHOULD BE NOTED THAT DISTRIBUTED STEEL REINFORCEMENT(WELDED WIRE FABRIC) ISNOT
<br />NECESSARY, NOR WILL ANY DECREASE IN SECTION THICKNESS RESULT FROM ITS INCLUSION.
<br />8�. SLAB EDGES THAT WILL BESUBJECTTO VEHICLE LOADING SHOULD BE THICKENED AT LEAST 2 INCHES AT THE OUTSIDE
<br />EDGE AND TAPERED TO 36 INCHES BACK FROM THE EDGE.
<br />USE 12' CLASS 2 RCP WITH A MINIMUM SLOPE OF 0.5%. PLACE TOP OF PIPE A MINIMUM OF 8' BELOW DRIVEWAY
<br />., .`.C::> �` FINISHED SURFACE
<br />tw 10 CONSTRUCT WITH 0.40' HOT MIX ASPHALT OVER 125AGGREGATE BASE OVER COMPACTED SOIL.
<br />INTERNALACCESS
<br />C01A02 PER SHEET 11 REPLACE THE UPPER 12 INCHES OF SUBGRADE SOILS WITH GRANULAR, VERY LOW EXPANSIVE SOILS, MOISTURE
<br />CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95 PERCENT RELATIVE COMPACTION IN
<br />T ACCORDANCE WITH ASTM D1557, PRIOR TO PLACING THE GRANULAR, VERY LOW EXPANSIVE SOILS, THE BOTTOM OF
<br />THE EXCAVATION SHOULD BESCARIFIEDTOA MINIMUM DEPTH OF6 INCHES, MOISTURE CONDITIONED TO 3 TO
<br />-- SEE SHEET C-102 \ PERCENT ABOVE OPTIMUM MOISTURE CONTENT, THEN COMPACTED TO 90 PERCENT RELATIVE COMPACTION IN
<br />' FOR UNDERGROUND \ ACCORDANCE WITH ASTM D1557.
<br />1 STORMWATER
<br />•\ STORAGE AND � EXISTING OPEN
<br />it \ INFILTRATION AGRICULTURAL AREA
<br />t
<br />S t
<br />EXISTING PGSE
<br />EXISTING PG&E — POLE
<br />SUBSTATION 25'SETBACK FROM —
<br />PG&E POLE
<br />PROPOSEDSTORM
<br />DRAIN IMPROVEMENTS.
<br />SEE SHEET C-102
<br />Ak
<br />20' CHAIN LINK GATE PER SHEET C-104
<br />Re.N. Cammm�s
<br />SURVEY MONUMENT #3: a"' wrz ssu ms®�w . waa..ae Nxawuw eucor
<br />N:2158080.8T. MO UMEN 622.83
<br />ANu
<br />""T' ENERGY'
<br />SIORACF 6YSIEN BE55
<br />e.
<br />EXISTING PGSE
<br />LATTICE STRUCTURE r '4 ..r.
<br />25' SETBACK FROMI1 755U w _
<br />PG&E TOWER \�E=p.�/jp/2 _, ��__ :1
<br />GENERAL NOTES.
<br />LEGEND:
<br />1. PROJECT ADDRESS: SOUTHERN 2 ACRE PORTION OF THE PROPERTY AT
<br />PROPOSED 6 PCC OVER COMPACTED SOIL 5 6 7 9
<br />2482 CARPENTER RD, STOCKTON, CA 95205
<br />SEE SHEET G103 FOR TYPICAL SECTION
<br />— MODIFIED RURAL
<br />2. ASSESSOR PARCEL NUMBER: 17&140-18MOO
<br />PER
<br />DRIVEWAYCOUNTY
<br />STE)D
<br />STD DWGGR-19 10 11
<br />3. FIRE ACCESS: 20 FOOT MINIMUM ACCESS ROAD FROM CARPENTER ROAD.
<br />8' OF 1' ALL-WEATHER PERMEABLE CRUSHED ROCK
<br />— 20' PROJECT DEDICATED
<br />4. BRP WILL WORK WITH SAN JOAQUIN COUNTY AND THE SELECTED
<br />ACCESS ROAD. FIRST 100'
<br />BATTERY VENDOR ON AN APPROPRIATE FIRE SUPPRESSION SYSTEM AND
<br />DEFLAGRATION ENCLOSURE DESIGN PRIOR TO SUBMITTING THE BUILDING
<br />ASPHALT.
<br />PERMIT.
<br />6' CLASS 2 AGGREGATE BASE OVER COMPACTED SOIL
<br />SEE SHEET G103.
<br />EXISTING WATER WELL,
<br />5. A WATER SUPPLY AS REQUIRED BY THE LOCAL FIRE OFFICIAL WILL BE
<br />PROTECT IN PLACE
<br />PROVIDED.
<br />PROPOSED 0.40' HOT MIX ASPHALT OVER 1.25' AGGREGATE
<br />315
<br />BASE OVER COMPACTED SOIL SEE SHEET CA 03 FOR TYPICAL
<br />REMOVE EXISTING FENCE
<br />6. THIS PROJECT REQUIRES INSTALLATION OF FIBER OPGW (OVERHEAD) OR
<br />UNDERGROUND FIBER OR COMBINATION OF BOTH FOR DIGITAL
<br />SECTION.
<br />PROTECTION SCHEME. FULL REDUNDANCY OF FIBER ENTRY WITH &10 FT
<br />SEPARATION INTO WEBER SUBSTATION IS REQUIRED. THIS LINE CURRENT
<br />DIFFERENTIAL WITH DTT SCHEME REQUIRES TWO DIRECT SINGLE MODE
<br />EXISTING FENCE
<br />FIBER CIRCUITS FOR LINE CURRENT DIFFERENTIAL APPLICATION, AND ONE
<br />EIA 232 CIRCUIT (EIA -232 = PAIR OF FIBER FROM ONE OF THE CABLES) FOR
<br />--
<br />PROPOSED FENCE (1770 LF TOTAL) 1 2
<br />TRANSFER TRIP APPLICATION.
<br />SURVEY MONUMENTS:
<br />1. 2' IRON PIPE AT INTERSECTION OF CARPENTER RD AND POCK
<br />LANE.
<br />2. MAG NAIL AT ENTRANCE TO PROPERTY FROM CARPENTER RD.
<br />3. 3!4' IRON PIPE AT SOUTHEAST CORNER OF PROPERTY.
<br />KEYED NOTES:
<br />_--- REMOVETREES 1 1❑ IT CHAIN LINK FENCE PER SHEET C-104. NOISE ABSORPTION SLATS ON THE SOUTH. EAST, AND NORTH PORTIONS ONLY.
<br />ADJACENT T(pP PROPERTY UNE � 3 STRAND BARBED WIRE ONLY ON SOUTH AND EAST. NO BARBED WIRE BETWEEN THE RESIDENCE AND THE PROJECT
<br />DRNEWAV (NORTH).
<br />I r EXISTING WASTEWATER SEPTIC
<br />5 0
<br />250 S3✓
<br />20' CHAIN LINK GATE - s <
<br />PER SHEET C_104
<br />�r
<br />WEBER 12' DIAMETER, 5000
<br />SUBSTATION BUS GALLON WATER TANK
<br />EXTENSION \\\\
<br />EXISTING PG&E
<br />POLE
<br />25' SETBACK FROM
<br />PG&E POLE
<br />SUBSTATION
<br />TAKE -OFF STRUCTURE
<br />EXISTING PG&E
<br />FENCING
<br />\\ 1 AND LEECH ONES PG&E METERING EQUIPMENT WILL BE HOUSED IN THIS BUILDING. SEE DWG. E-111
<br />20k9'PARKING q, ACCESS DOOR TO SUBSTATION CONTROL BUILDING.
<br />SPOT (TYP. OF 3) ❑
<br />POINT OF OWNERSHIP TRANSIT70N 0 REPLACE THE UPPER 12 INCHES OF SUBGRADE SOILS WITH GRANULAR, VERY LOW EXPANSIVE SOILS, MOISTURE
<br />POLE OVERHEAD POWERLINES CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95 PERCENT RELATIVE COMPACTION IN
<br />N: 2158570.08 ACCORDANCE WITH ASTM D1557. PRIOR TO PLACING THE GRANULAR, VERY LOW EXPANSIVE SOILS. THE BOTTOM OF
<br />E. 6348305'82 THE EXCAVATION SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF 6INCHES, MOISTURE CONDITIONED TO TO S
<br />--('' \ PERCENT ABOVE OPTIMUM MOISTURE CONTENT, THEN COMPACTED TO 90 PERCENT RELATIVE COMPACTION IN
<br />ACCORDANCE WITH ASTM D7557.
<br />\ 20' CHAIN LINK GATE PER SHEET 0-104
<br />SUBSTATION CONTROL BLDG. ACCESS ❑4 6. THE CONCRETE TO BE UTIUZED FOR THE CONCRETE PAVEMENT SHOULD HAVE A MINIMUM MODULUS OF RUPTURE OF
<br />H'
<br />a 590 POUNDS PER SQUARE INCH.
<br />1�g SUBSTATION CONTROL BLDG Q
<br />WALK GATE PER SHEET CAD4 O CONSTRUCTION JOINTS SHOULD BE SAWCUT IN THE PAVEMENT AT MAXIMUM SPACING OF 30 TIMES THE THICKNESS OF
<br />118' z 58' SUBSTATION THE SLAB. UP TO A MAXIMUM OF 15 FEET. SAWCUTTING IN THE PAVEMENT SHOULD BE PERFORMED WITHIN 12 HOURS
<br />OF CONCRETE PLACEMENT. OR PREFERABLY SOONER. SAWCUT DEPTHS SHOULD BE EQUAL TO APPROXIMATELY I DWG. E-102 ] ONE-QUARTER OF THE SLAB THICKNESS FOR CONVENTIONAL SAWS OR 1 INCH WHEN EARLY -ENTRY SAWS ARE
<br />_ — 10' CHAIN UNK GATE PER SHEET C-104 UTILIZED ON SLABS 91NCHES THICK OR LESS. THE USE OF PLASTIC STRIPS FOR FORMATION OF JOINTING IS NOT
<br />1 RECOMMENDED. THE USE OF EXPANSION JOINTS IS NOT RECOMMENDED, EXCEPT WHERE THE PAVEMENT WILL ADJOIN
<br />y STRUCTURES. CONSTRUCTION JOINTS SHOULD BE CONSTRUCTED SUCH THAT ADJACENT SECTIONS BUTT DIRECTLY
<br />AGAINST EACH OTHER AND ARE KEYED INTO EACH OTHER OR THE JOINTS ARE PROPERLY DOWELED WITH SMOOTH
<br />Q•:;;� 2p a- DOWELS. IT SHOULD BE NOTED THAT DISTRIBUTED STEEL REINFORCEMENT(WELDED WIRE FABRIC) ISNOT
<br />NECESSARY, NOR WILL ANY DECREASE IN SECTION THICKNESS RESULT FROM ITS INCLUSION.
<br />8�. SLAB EDGES THAT WILL BESUBJECTTO VEHICLE LOADING SHOULD BE THICKENED AT LEAST 2 INCHES AT THE OUTSIDE
<br />EDGE AND TAPERED TO 36 INCHES BACK FROM THE EDGE.
<br />USE 12' CLASS 2 RCP WITH A MINIMUM SLOPE OF 0.5%. PLACE TOP OF PIPE A MINIMUM OF 8' BELOW DRIVEWAY
<br />., .`.C::> �` FINISHED SURFACE
<br />tw 10 CONSTRUCT WITH 0.40' HOT MIX ASPHALT OVER 125AGGREGATE BASE OVER COMPACTED SOIL.
<br />INTERNALACCESS
<br />C01A02 PER SHEET 11 REPLACE THE UPPER 12 INCHES OF SUBGRADE SOILS WITH GRANULAR, VERY LOW EXPANSIVE SOILS, MOISTURE
<br />CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95 PERCENT RELATIVE COMPACTION IN
<br />T ACCORDANCE WITH ASTM D1557, PRIOR TO PLACING THE GRANULAR, VERY LOW EXPANSIVE SOILS, THE BOTTOM OF
<br />THE EXCAVATION SHOULD BESCARIFIEDTOA MINIMUM DEPTH OF6 INCHES, MOISTURE CONDITIONED TO 3 TO
<br />-- SEE SHEET C-102 \ PERCENT ABOVE OPTIMUM MOISTURE CONTENT, THEN COMPACTED TO 90 PERCENT RELATIVE COMPACTION IN
<br />' FOR UNDERGROUND \ ACCORDANCE WITH ASTM D1557.
<br />1 STORMWATER
<br />•\ STORAGE AND � EXISTING OPEN
<br />it \ INFILTRATION AGRICULTURAL AREA
<br />t
<br />S t
<br />EXISTING PGSE
<br />EXISTING PG&E — POLE
<br />SUBSTATION 25'SETBACK FROM —
<br />PG&E POLE
<br />PROPOSEDSTORM
<br />DRAIN IMPROVEMENTS.
<br />SEE SHEET C-102
<br />Ak
<br />20' CHAIN LINK GATE PER SHEET C-104
<br />Re.N. Cammm�s
<br />SURVEY MONUMENT #3: a"' wrz ssu ms®�w . waa..ae Nxawuw eucor
<br />N:2158080.8T. MO UMEN 622.83
<br />ANu
<br />""T' ENERGY'
<br />SIORACF 6YSIEN BE55
<br />e.
<br />EXISTING PGSE
<br />LATTICE STRUCTURE r '4 ..r.
<br />25' SETBACK FROMI1 755U w _
<br />PG&E TOWER \�E=p.�/jp/2 _, ��__ :1
<br />
|