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PROPOSED
<br />SUBSTATION AREA
<br />PROPOSED
<br />SERVICE CENTER
<br />EXISTING
<br />WATER MAIN
<br />ADAM RD.
<br />PROPOSED STORM
<br />DETENTION POND
<br />PROPOSED
<br />PARKING
<br />SHED
<br />EXISTING WATER MAIN
<br />SUBSTATION LIMITS
<br />OF CONSTRUCTION
<br />NO BUILD AREA -
<br />TRANSMISSION LINE
<br />EASEMENT
<br />PROPOSED STORM
<br />DETENTION POND
<br />PROPOSED LAYDOWN AREA
<br />3.37 ACRES
<br />1
<br />2
<br />2
<br />2
<br />2
<br />2
<br />3
<br />3
<br />4
<br />8 8
<br />6
<br />6
<br />11
<br />11
<br />11
<br />11
<br />11
<br />2912 12
<br />29
<br />11
<br />11
<br />5
<br />13
<br />14
<br />14
<br />13
<br />14
<br />14
<br />16
<br />16
<br />16
<br />17
<br />19
<br />17
<br />18
<br />33
<br />22
<br />22
<br />22
<br />22
<br />22
<br />24
<br />24
<br />(10)
<br />(30)
<br />25
<br />26
<br />27
<br />26
<br />28
<br />28
<br />29
<br />29
<br />29
<br />29
<br />29
<br />29
<br />29
<br />11
<br />11
<br />30
<br />30
<br />30
<br />30
<br />23
<br />21 13
<br />32
<br />31
<br />669
<br />(15)
<br />9 (15)
<br />4
<br />4
<br />4
<br />9 (9)
<br />8
<br />6 27
<br />15
<br />35
<br />16 16
<br />16
<br />14
<br />30
<br />30
<br />36
<br />17(30)17 (18)
<br />17 (10)
<br />17(16)
<br />3715
<br />34
<br />25
<br />(7)
<br />32 (15)
<br />30
<br />30
<br />39
<br />39
<br />39
<br />38
<br />15
<br />15
<br />40
<br />11
<br />29
<br />11
<br />29
<br />4
<br />4
<br />2
<br />1
<br />11
<br />2945'20'10'28'
<br />9' TYP.
<br />80'75'24'24'5'5'
<br />28'24'20'10'110'5'100'18'18'18'18'24'24'24'20'10'5'5'155'35'45'40'35'45'
<br />75'340'90'5'5'11.5'50'
<br />10'312±74'40'
<br />80.4'20'40'26'10'
<br />30'
<br />30'R50'R50'24'24'R50'
<br />10'10'50'30'10'30'35'9'
<br />9'
<br />9'
<br />9'
<br />9'
<br />9'
<br />5'
<br />8'
<br />5'
<br />7
<br />7
<br />7
<br />7
<br />7
<br />9
<br />10
<br />10
<br />10
<br />10
<br />10
<br />33
<br />33
<br />33
<br />25
<br />32
<br />32
<br />9
<br />9
<br />9
<br />9
<br />31
<br />31
<br />31
<br />LEGEND
<br />PROPOSED DESCRIPTION
<br />CONSTRUCTION LIMITS
<br />ORANGE CONSTRUCTION
<br />FENCE
<br />DITCH CENTERLINE
<br />LIGHT POLE
<br />ELECTRIC VEHICLE
<br />CHARGER
<br />GRAVEL LAYDOWN AREA
<br />SEEDING AREA
<br />LIGHT DUTY PAVEMENT
<br />HEAVY DUTY PAVEMENT
<br />CONCRETE
<br />N:\03\66\46011 AEP Transmission Contract 2\31 South Bend Service CTR REL TBD\Docs\CAD\Civil\C3 - Site Dimension Plan.dwg, 10/18/2021 2:08 PM, anzalone, antonioDATE:
<br />DWG. NO.DWG. NO.SCALE: NOTED
<br />DR:
<br />CH:APPROVED BYENG:
<br />ENGINEERING SERVICES
<br />AEP SERVICE CORP.
<br />1 RIVERSIDE PLAZA
<br />COLUMBUS, OH 43215
<br />REVISIONS
<br />"THIS DRAWING IS THE PROPERTY OF THE AMERICAN
<br />ELECTRIC POWER SERVICE CORP. AND IS LOANED
<br />UPON CONDITION THAT IT IS NOT TO BE
<br />REPRODUCED OR COPIED, IN WHOLE OR IN PART, OR
<br />USED FOR FURNISHING INFORMATION TO ANY
<br />PERSON WITHOUT THE WRITTEN CONSENT OF THE
<br />AEP SERVICE CORP. OR FOR ANY PURPOSE
<br />DETRIMENTAL TO THEIR INTEREST, AND IS TO BE
<br />RETURNED UPON REQUEST"
<br />2221 Schrock Road
<br />Columbus, Ohio 43229-1547
<br />p 614.898.7100
<br />f 614.898.7570
<br />24420 ADAMS ROAD
<br />SOUTH BEND, IN 46628
<br />SOUTH BEND SERVICE CENTER
<br />AEP
<br />IA
<br />MHA
<br />JML
<br />DATE NO.DESCRIPTION
<br />06/16/21 SITE CONCEPT
<br />08/03/21 60% OWNER REVIEW SET
<br />C-3C-3SITE DIMENSION PLAN
<br />ENLARGED ACCESSIBLE PARKING PLAN
<br />SCALE: 1" = 10'
<br />PARKING DATA
<br />PROVIDED
<br />STANDARD 74
<br />TRUCK PARKING 39
<br />HANDICAP 5
<br />TOTAL 118
<br />KEYED NOTES:
<br />DETENTION POND, SEE SHEETS C-4 AND C-11 FOR DETAILS.
<br />HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL 7 ON SHEET C-9.
<br />LIGHT DUTY ASPHALT PAVEMENT, SEE DETAIL 8 ON SHEET C-9.
<br />HEAVY DUTY CRUSHED STONE PAVING, SEE DETAIL 6 ON SHEET C-9.
<br />BIKE RACK, SEE DETAIL 4 ON SHEET C-10.
<br />4" WIDE PAINTED PARKING STRIPES (TYP.).
<br />PAINTED HANDICAP PARKING SPACE WITH LOGO, SEE DETAIL 5 ON SHEET C-10.
<br />TYPICAL 10' X 20' TRUCK PARKING SPACE.
<br />CONCRETE WHEEL STOP (TYP.), SEE DETAIL 6 ON SHEET C-10.
<br />HANDICAP PARKING SIGN, SEE DETAIL 7 ON SHEET C-10.
<br />CHAIN LINK FENCE, SEE DETAILS 3, 4, AND 5 ON SHEET C-9.
<br />28' SLIDING MOTORIZED GATE.
<br />4" THICK CONCRETE SIDEWALK, SEE DETAIL 11 ON SHEET C-9.
<br />4' WIDE REINFORCED CONCRETE APRON, SEE STRUCTURAL PLANS FOR DETAILS.
<br />CONCRETE PAVEMENT, SEE DETAIL 9 0N SHEET C-9.
<br />6" CONCRETE CURB, SEE DETAIL 12 ON SHEET C-9.
<br />GALVANIZED STEEL PROTECTION POST, SEE STRUCTURAL PLANS FOR DETAILS.
<br />FUEL ISLAND, SEE STRUCTURAL AND MECHANICAL PLANS FOR DETAILS.
<br />EMERGENCY GENERATOR AND TRANSFORMER, SEE ELECTRICAL AND MECHANICAL PLANS FOR
<br />DETAILS.
<br />PROPOSED SITE LIGHTING, SEE DETAIL 9 ON SHEET C-10 AND ELECTRICAL PLANS FOR DETAILS.
<br />CONCORD INDUSTRIES, INC. 30' x 5" x 0.156" SENTRY ALUMINUM FLAG POLE, SEE DETAIL 3 ON SHEET
<br />C-10.
<br />STOP SIGN PER INDIANA DEPARTMENT OF TRANSPORTATION STANDARDS.
<br />SITE LAWN SIGN, SEE DETAIL 1 ON SHEET C-10.
<br />GATE CONTROL STATION PEDESTAL, SEE DETAIL 10 ON SHEET C-9.
<br />OWNER SUPPLIED DUAL-PORT ELECTRIC VEHICLE CHARGING STATION TO PROVIDE CHARGING FOR
<br />TWO PARKING SPACES.
<br />DIRECTIONAL LAWN SIGNS, SEE DETAIL 2 ON SHEET C-10.
<br />GATE OPERATOR WITH 4' SQUARE X 3' DEEP CONCRETE FOOTING. VERIFY SIZE WITH EQUIPMENT
<br />SUPPLIER.
<br />3' GRAVEL MOW STRIP, SEE DETAIL 2 ON SHEET C-9.
<br />1' GRAVEL MOW STRIP, SEE DETAIL 2 ON SHEET C-9.
<br />TERMINATE CURB. FOR RAISED CURB TAPER FROM 0" TO 6" OVER 5'.
<br />FUEL EFFICIENT VEHICLE PARKING SIGN, SEE DETAIL 8 ON SHEET C-10.
<br />ELECTRIC VEHICLE PARKING SIGN, SEE DETAIL 11 ON SHEET C-10.
<br />CARPOOL VEHICLE PARKING SIGN, SEE DETAIL 10 ON SHEET C-10.
<br />OWNER SUPPLIED SINGLE-PORT ELECTRIC VEHICLE CHARGING STATION TO PROVIDE CHARGING
<br />FOR ONE PARKING SPACE.
<br />PLANTER BOX, SEE ARCHITECTURAL PLANS FOR DETAILS.
<br />5' WIDE MAN GATE WITH LOCKABLE LATCH.
<br />DUMPSTER PAD, SEE DETAIL 9 ON SHEET C-13, AND STRUCTURAL PLANS FOR SLAB TURN DOWN.
<br />DUMPSTER ENCLOSURE STRUCTURE, SEE ARCHITECTURAL PLANS.
<br />CONCRETE CURB WITH UNDERDRAIN. CURB FLUSH WITH ASPHALT. CONNECT UNDERDRAIN TO
<br />NEAREST CATCH BASIN, SEE DETAIL 1 ON SHEET C-13.
<br />CONCORD INDUSTRIES, INC. 30' x 5" x 0.156" SENTRY ALUMINUM FLAG POLE, SEE DETAIL 3 ON SHEET
<br />C-14.
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<br />2
<br />3
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<br />5
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<br />7
<br />8
<br />9
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<br />21
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<br />38
<br />39
<br />40
<br />GENERAL NOTES:
<br />A.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO
<br />EXISTING PAVED AREAS AS NECESSARY. THE EXISTING EDGE OF
<br />PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS AT ALL AREAS
<br />WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT. THE
<br />EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY
<br />SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW
<br />ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.
<br />B.ALL EXISTING UTILITIES, ARE TAKEN FROM SURVEY AND DO NOT
<br />NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES
<br />ADJACENT TO OR UPON PREMISES SHOWN ON
<br />PLAN.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
<br />VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO
<br />CONSTRUCTION, AND IS RESPONSIBLE FOR ANY DAMAGE TO
<br />THEM DURING CONSTRUCTION
<br />C.ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED.
<br />D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND TAKE
<br />ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO ADJACENT
<br />PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS
<br />PROJECT.
<br />E.REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING
<br />DIMENSIONS AND ADDITIONAL INFORMATION.
<br />F.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM
<br />TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL,
<br />STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER
<br />HAS JURISDICTION.
<br />G.ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER
<br />FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY
<br />SEEDED/SODDED AREAS SHALL HAVE A MINIMUM OF 4" OF
<br />TOPSOIL. HOLD SOIL DOWN 1" FROM PAVEMENT ELEVATION.
<br />CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED
<br />HAS BEEN PLANTED.
<br />H.ALL RADII INDICATED ON PLANS SHALL BE CONSTRUCTED AS
<br />CIRCULAR ARCS. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
<br />I.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL AEP AND
<br />INDOT STANDARDS AS NOTED.
<br />J.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE
<br />EXISTING UTILITIES DURING CONSTRUCTION AND ALL DAMAGE
<br />SHALL BE REPAIRED TO ORIGINAL CONDITION AT NO ADDITIONAL
<br />COST TO THE OWNER.
<br />A.ACCESSIBLE SPACE / LOADING AREA: MAXIMUM 2.0% (1:50) SLOPE
<br />IN ANY DIRECTION.
<br />B.ASPHALT TO CONCRETE BLENDED TRANSITION TO BE COMPLETELY
<br />FLUSH, NO LIP.
<br />C.PLACEMENT AND STRIPING SHOWN IN DETAIL IS SCHEMATIC, SEE
<br />SITE PLAN FOR CONFIGURATION.
<br />D.PASSENGER LOADING AREAS SHALL BE PAINT STRIPED AT 45°
<br />ANGLE , EACH 6" WIDE STRIPE AT 24" ON CENTER.
<br />NOTES
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