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pg2/ y0e Q A?- AO s Q lyQ �/ �Jirf� O Ao HAMILTON RD. SR#2037 2 ti r 4G SITE Z FIRE LANE R). SR#2038 0 1n 1n N � ; O VICINITY MAP NOT TO SCALE 100' DISTANCE FROM SOUTH PROPERTY CORNER MATCHUNE 3-13 B B EXISTING RESIDENTIAL DRIVEWAY 698' PROPOSED DRIVE OFFSET SOUTH PROPERTY CORNER 500' DISTANCE FROM 50 0 50 100 150 GRAPHIC SCALE 1" = 50' z v x \ GRAVEL DRIVEWAY IPA 3 o DD � \ 1 rn I � O z \ I PLACE j DEPTH (2') FROM THE TCP OF THE SLAB. O t S N 0 I 2 ALL DRIVEWAYS SHALL BE INSTALLED WITH A NEGATTVEI/4' PER FOOT FALL AWAY FROM THE EXISTNG 5'-0" v ROAD FOR A MIN DISTANCE OF IV. z un 0 m (n o- O F_ I 0 .52 17,91 O w Z LLz Nae"37'V 40 Z C o OD � C_ r � 1 n 108 FYRaD �_ z o 0- m 0 In EXISTING RESIDENTIAL U T 1 r HI,�L111,: = m + v c U w-0 < c coo rn oc v ( r 00 M 0 6 � N N J N 3 v S EXISTING RESIDENTIAL DRIVEWAY 698' PROPOSED DRIVE OFFSET SOUTH PROPERTY CORNER 500' DISTANCE FROM 50 0 50 100 150 GRAPHIC SCALE 1" = 50' CONCRETE DRIVEWAY 25'-0" +/- 4P ANGLE APRON (TYPICAL) rz_ 63'-0" EDGE OF EXISTING ASPHALT ROAD 2_0•, PLAN VIEW to' -o" tE 2°6 SLOPE MIN. SLOP SLOPE MAX.cRAru DRrvnxwAr ROAD 745% TE DRIVEWAY APRON — 95% COMPACTED SECTION VIEW sulXxunE CONCRETE DRIVEWAY APRON LATTA FAMILY LIMITED PARTNERSHIP PARCEL PIN # 0547-76-7792.000 PARCEL PID # 120547 0074 ZONING: RA -20R CURRENT USE: RESIDENTIAL NOT TO SCALE a 3L34' OWE YptyD SET6ACIC 1G SIDE /r 0 i 1 185• - 0" x x 20' GATE 5'-0' Fatah 48G p�0 1 I 30 R/W • •�� •III III •��� `\�// III •III I x I Ill � I I 1•-0 %I GRAVEL SUBSTATION II 1 I AREA (TYP.) t111 I x 1 i LIN g' SECURITY CHAIN x�x 33'-5" 20'-0" CORNER 350 DISTANCE (.n LIT 0 Z_ c m 0 Z m m 0 Z (n rn rel z m Ln 'o �m �D 0 m 21' FROM PAVEMENT EDGE TO R/W 41' RAO. GRAVEL. DRIVE r " (I 36' MOE ,I yy 5._0. 2W1D} (TYP/ A EXISTING 24" ICRETE CULVERT EXISTING FARM FIELD DRIVEWAY 1 I 100' DRIVE OFF -SET I I CORNER CE FROM NORTH PROPERTY Sn f DISTAN 0 25' CONCRETE DRIVEWA ERTM CORNER '35U DISTANCE FROM NORTH PROP MATCHLINE A -A 152'-9" CA DRIVE TO NEAREST PA 14'-6" POINT OF SITE DISTANCE CA DRIVE 63' - 1 PROPOSED 15" RCP PIPE 10' x 70' SIGHT TRIANGLE (TYP) 20' GATE z v NOTES:_ \ GRAVEL DRIVEWAY IPA 194' DRIVE OFF -SET o DD 1.All CONCRETE SHALL BE 3000 P51 CONCRETE BROOM \ 1 0 RH� DEPTH. Fl ATA THICKNESS OF 8' MIN DEP. 6 DUA(Ai 6' \\ x 6* 6' WE NEEDED HAMESH REINFORCEMENT SHOULD BE \ I PLACE j DEPTH (2') FROM THE TCP OF THE SLAB. EX. iS CONCRETE t S N 0 I 2 ALL DRIVEWAYS SHALL BE INSTALLED WITH A NEGATTVEI/4' PER FOOT FALL AWAY FROM THE EXISTNG 5'-0" SAW CONTROL JOINTS (TYP.) ROAD FOR A MIN DISTANCE OF IV. �. un 3. ALL CONTROL JOINTS TO BE SANK I!' DEW MIN. PER DESIGN LAYOUT SHOWN IN THIS DETAIL. m m CONCRETE DRIVEWAY 25'-0" +/- 4P ANGLE APRON (TYPICAL) rz_ 63'-0" EDGE OF EXISTING ASPHALT ROAD 2_0•, PLAN VIEW to' -o" tE 2°6 SLOPE MIN. SLOP SLOPE MAX.cRAru DRrvnxwAr ROAD 745% TE DRIVEWAY APRON — 95% COMPACTED SECTION VIEW sulXxunE CONCRETE DRIVEWAY APRON LATTA FAMILY LIMITED PARTNERSHIP PARCEL PIN # 0547-76-7792.000 PARCEL PID # 120547 0074 ZONING: RA -20R CURRENT USE: RESIDENTIAL NOT TO SCALE a 3L34' OWE YptyD SET6ACIC 1G SIDE /r 0 i 1 185• - 0" x x 20' GATE 5'-0' Fatah 48G p�0 1 I 30 R/W • •�� •III III •��� `\�// III •III I x I Ill � I I 1•-0 %I GRAVEL SUBSTATION II 1 I AREA (TYP.) t111 I x 1 i LIN g' SECURITY CHAIN x�x 33'-5" 20'-0" CORNER 350 DISTANCE (.n LIT 0 Z_ c m 0 Z m m 0 Z (n rn rel z m Ln 'o �m �D 0 m 21' FROM PAVEMENT EDGE TO R/W 41' RAO. GRAVEL. DRIVE r " (I 36' MOE ,I yy 5._0. 2W1D} (TYP/ A EXISTING 24" ICRETE CULVERT EXISTING FARM FIELD DRIVEWAY 1 I 100' DRIVE OFF -SET I I CORNER CE FROM NORTH PROPERTY Sn f DISTAN 0 25' CONCRETE DRIVEWA ERTM CORNER '35U DISTANCE FROM NORTH PROP MATCHLINE A -A 152'-9" CA DRIVE TO NEAREST PA 14'-6" POINT OF SITE DISTANCE CA DRIVE 63' - 1 PROPOSED 15" RCP PIPE 10' x 70' SIGHT TRIANGLE (TYP) 20' GATE z v I z 1 IPA 194' DRIVE OFF -SET o DD a 0 I J I .f x I O EX. iS CONCRETE t S N 0 I --- 90'-8' TO R/WCULVERT (TER) 70 o �. un z cr m m o- O F_ I 0 .52 17,91 O w Z LLz Nae"37'V m Z c� o oI � C_ I � 1 II' 108 FYRaD �_ z o 0- m 0 In EXISTING RESIDENTIAL U 1 DRIVEWAY HI,�L111,: = m + I1I IN ,< JIMMY C. COOLEY PARCEL PIN # 0547-55-9356.000 PARCEL PID # 120547 0072 ZONING: RA -20R CURRENT USE: RESIDENTIAL ,9 y rn m O r 3 EXISTING RESIDENTIAL DRIVEWAY "O 454' PROPOSED DRIVE OFFSET ' S 1 0 100' DISTANCE 0 0 LATTA FAMILY LIMITED PARTNERSHIP PARCEL PIN # 0547-76-7792.000 PARCEL PID # 120547 0074 ZONING: RA -30 CURRENT USE: RESIDENTIAL OWNER INFORMATION: SOUTH RIVER EMC P.O. BOX 931 DUNN, INC 28335 CONTACTS: CHUCK RICHARDSON crichardson@sremc.com (910)892-8071 PARCEL INFORMATION: PARCEL PIN #: 0547-65-3833.000 PARCEL PID #: 120547 0074 01 ADDRESS: 1370 THOMPSON ROAD BUNNLEVEL, NC 28323 STEWART'S CREEK TOWNSHIP HARNETT COUNTY PARCEL ACREAGE: 3.47 AC. DEED BOOK: 3228 DEED PAGE: 530 PLAT BOOK: 2014 PLAT PAGE: 159 EXISTING ZONING: RA -20R MINIMUM FUTURE SETBACKS: FRONT SETBACK 35' MIN. SIDE SETBACK 10' MIN. REAR SETBACK 25MIN. WATERSHED: WS IV FEMA FLOODPLAIN: 3720054600J (2006) NO FLOODPLAIN PRESENT ON-SITE STRUCTURE TYPE: PROPOSED ELECTRICAL SUBSTATION PARKING: NO PARKING OR STORAGE OF VEHICLES WILL BE ALLOWED ONLY SERVICE VEHICLE USE TO MAINTAIN STRUCTURE HOURS OPERATION: N/A EXCEPT FOR PERIODIC INSPECTIONS AND REPAIRS AS REQUIRED IMPERVIOUS COVERAGE: EXISTING SITE 3.47 AC. PROPOSED IMPERVIOUS 1.00 AC. PROPOSED SUBSTATION AREA 37,245 S.F. PROPOSED GRAVEL DRIVE 6,377 S.F. TOTAL % IMPERVIOUS: 28.8% PLAN DESIGN INFORMATION: SITE DEVELOPMENT: J. DAVID LEDFORD & ASSOCIATES 2730 MAIDEN HIGHWAY LINCOLNTON, NC 28092 CONTACT: DAVID LEDFORD, RLA jdavidledford@yahoo.com (704) 530-7880 ELECTRICAL SUBSTATION: ELECTRICAL CONSULTING ENGINEERS, INC. 2407 NORTH TRYON STREET CHARLOTTE, INC 28206 CONTACT: JODI HILL, P.E. jhill@ecepower.com (704) 372-6673 SURVEYING: JOYNER PIEDMONT SURVEYING P.O. BOX 115 DUNN, NC 28334 CONTACT: ANDREW JOYNER, PLS piedmontsurveying@embarkmai1.com (910) 892-2511 NC DOT SITE DESCRIPTION/GENERAL NOTES: 1) SITE TO BE USED FOR AN ELECTRICAL SUBSTATION. TRAFFIC GENERATED FROM THE SITE WILL BE APPROXIMATELY TWO TRIPS PER MONTH AND ANY AS NEEDED ADDITIONAL MAINTENANCE/REPAIR REQUIREMENTS. ALL ADJOINING PROPERTIES ARE RURAL RESIDENTIAL/ FARMLAND USE. NO ADDITIONAL PHASES OR FUTURE PLANS ARE PLANNED. 2) ALL ADDITIONAL DRIVEWAY ENTRANCES AND UTILITIES WITHIN 500' OF PROPERTY LINES ARE AS SHOWN ON PLAN. 3) A MINIMUM SITE DISTANCE LINE OF 550' HAS BEEN SHOWN ON PLAN FOR THE 55MPH SPEED LIMIT ON THOMPSON ROAD. JERRY W. & SHELIA L. LATTA PARCEL PIN # 0547-65-7472.000 PARCEL PID # 120547 0073 ZONING: RA -30 CURRENT USE: RESIDENTIAL B CORNET: \a 0 Ov 0 oIXo QU COZ z z 1 IPA 5 o DD a 0 C J J y\ b m I O oz t S N 0 I � 7- 70 o �. 30' /W z cr m m SOUTH RIVER EMC UTILITY R/W \.� 1 ACREAGE ON-SITE: AC TOTAL O F_ I 0 .52 O O w Z LLz N m ® c� o W o I � 1 0 108 FYRaD �_ z o 0- m 0 W (n U om 0 HI,�L111,: = =U + v c U w-0 < c coo Z oc z 5 00 M 0 I1I IN ,< JIMMY C. COOLEY PARCEL PIN # 0547-55-9356.000 PARCEL PID # 120547 0072 ZONING: RA -20R CURRENT USE: RESIDENTIAL ,9 y rn m O r 3 EXISTING RESIDENTIAL DRIVEWAY "O 454' PROPOSED DRIVE OFFSET ' S 1 0 100' DISTANCE 0 0 LATTA FAMILY LIMITED PARTNERSHIP PARCEL PIN # 0547-76-7792.000 PARCEL PID # 120547 0074 ZONING: RA -30 CURRENT USE: RESIDENTIAL OWNER INFORMATION: SOUTH RIVER EMC P.O. BOX 931 DUNN, INC 28335 CONTACTS: CHUCK RICHARDSON crichardson@sremc.com (910)892-8071 PARCEL INFORMATION: PARCEL PIN #: 0547-65-3833.000 PARCEL PID #: 120547 0074 01 ADDRESS: 1370 THOMPSON ROAD BUNNLEVEL, NC 28323 STEWART'S CREEK TOWNSHIP HARNETT COUNTY PARCEL ACREAGE: 3.47 AC. DEED BOOK: 3228 DEED PAGE: 530 PLAT BOOK: 2014 PLAT PAGE: 159 EXISTING ZONING: RA -20R MINIMUM FUTURE SETBACKS: FRONT SETBACK 35' MIN. SIDE SETBACK 10' MIN. REAR SETBACK 25MIN. WATERSHED: WS IV FEMA FLOODPLAIN: 3720054600J (2006) NO FLOODPLAIN PRESENT ON-SITE STRUCTURE TYPE: PROPOSED ELECTRICAL SUBSTATION PARKING: NO PARKING OR STORAGE OF VEHICLES WILL BE ALLOWED ONLY SERVICE VEHICLE USE TO MAINTAIN STRUCTURE HOURS OPERATION: N/A EXCEPT FOR PERIODIC INSPECTIONS AND REPAIRS AS REQUIRED IMPERVIOUS COVERAGE: EXISTING SITE 3.47 AC. PROPOSED IMPERVIOUS 1.00 AC. PROPOSED SUBSTATION AREA 37,245 S.F. PROPOSED GRAVEL DRIVE 6,377 S.F. TOTAL % IMPERVIOUS: 28.8% PLAN DESIGN INFORMATION: SITE DEVELOPMENT: J. DAVID LEDFORD & ASSOCIATES 2730 MAIDEN HIGHWAY LINCOLNTON, NC 28092 CONTACT: DAVID LEDFORD, RLA jdavidledford@yahoo.com (704) 530-7880 ELECTRICAL SUBSTATION: ELECTRICAL CONSULTING ENGINEERS, INC. 2407 NORTH TRYON STREET CHARLOTTE, INC 28206 CONTACT: JODI HILL, P.E. jhill@ecepower.com (704) 372-6673 SURVEYING: JOYNER PIEDMONT SURVEYING P.O. BOX 115 DUNN, NC 28334 CONTACT: ANDREW JOYNER, PLS piedmontsurveying@embarkmai1.com (910) 892-2511 NC DOT SITE DESCRIPTION/GENERAL NOTES: 1) SITE TO BE USED FOR AN ELECTRICAL SUBSTATION. TRAFFIC GENERATED FROM THE SITE WILL BE APPROXIMATELY TWO TRIPS PER MONTH AND ANY AS NEEDED ADDITIONAL MAINTENANCE/REPAIR REQUIREMENTS. ALL ADJOINING PROPERTIES ARE RURAL RESIDENTIAL/ FARMLAND USE. NO ADDITIONAL PHASES OR FUTURE PLANS ARE PLANNED. 2) ALL ADDITIONAL DRIVEWAY ENTRANCES AND UTILITIES WITHIN 500' OF PROPERTY LINES ARE AS SHOWN ON PLAN. 3) A MINIMUM SITE DISTANCE LINE OF 550' HAS BEEN SHOWN ON PLAN FOR THE 55MPH SPEED LIMIT ON THOMPSON ROAD. JERRY W. & SHELIA L. LATTA PARCEL PIN # 0547-65-7472.000 PARCEL PID # 120547 0073 ZONING: RA -30 CURRENT USE: RESIDENTIAL B CORNET: \a 0 Ov 0 oIXo QU COZ O z z E 0 Eo Z 5 o DD a 0 C J J o @j Q O 0 I � J N W O a U z cr z s m W O F_ w z O O w (n LLz N m ® z 5 o W o O 5 Y �_ z o 0- m EDN (n U Z DO �N QF = =U d c U w-0 < c coo Z oc z 5 00 M 0 N J O Z 00 C J J � M � O � U) z cr W F_ m j (n Ui Q m 0 z o J w O Z Y z o 0- m r� VJ (n U Z w ® Q Ir d U DRAWING NUMBER: 22 Z 00 � U) z cr W (n qZ J z o 0- m r� VJ U Z w ® Q Ir LdU W O O' a Z M W DRAWING NUMBER: 22