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DT Marine shop site plan_pg2PROPOSED 12'X16' SHED (BY OTHERS) EXISTING OVERHEAD POWER LINES EXISTING 3/4 "PVC SERVICE -� WATER SERVICE FROM EXISTING WELL — TO MAYER ROAD IO J> \ PROPOSED ABC STONE DRIVEWAY G, E TO EXISTING 314 ATER SERVICE J AITH PROPOSED 3/4" OBE VALVE 1 CHECK VALVE IN HDPE VALVE BOX EXISTING 20'X20' CARPORT EXISTING 12'X16' SHED -� 4 ;11) Nw Al - a d ` � 7 PROPOSED GRAVEL PARKING MINIMUM 4" THK ABC BASE W/ 2"#57 WASHED STONE TOP EXISTING 20'X20' SHED RELOCATE EXISTING 12'X16' SHED VAN ACCESS HANDICAP SIGN +� ��r, +PA "+ -• ++ RMW - ,� m +A' M+0 . `�,9+i1', `1 r DID . ";r t .: .a. .a / Al P " i- B• 9• z }' '< CONCRETE PARKING SPACES r AND 8' STRIPED HANDICAP VAN ` ACCESS MAXIMUM 2% GRADE AWAY FROM BUILDING - -1 \ nV EXISTING SOIL ACCESS EXISTING PRIVACY FENCE / -- EXISTING POWER POLE / EXISTING SOIL PROPOSED WATER SERVICE, 3/4" DRIVEWAY / CST POLYETHYLENE ROLL PIPE C BOARD APPROVAL CONDITION: ONLY BOAT & TERCRAFT REP IRS TO BE PERFORMED. UDO USE REGULATIONS: 1. JUNKED AND INOPERABLE BOATS AND /OR PARTS STORAGE AREAS SHALL BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND /OR PUBLIC OR PRIVATE RIGHT(S)-OF-WAY. SAID SCREENING SHALL BE MINIMUM OF (6) FEET AND SHALL CONSIST OF AN OPAQUE FENCE OR CONTINUOUS ROW OF EVERGREEN SHRUBS. 2. ALL OPERATIONS, EQUIPMENT, INOPERABLE BOATS, AND /OR JUNK SHALL BE KEPT WITHIN REQUIRED SECURE AREA AT ALL TIMES, UNLESS IN MOTION BY TRANSPORTATION TO AND FROM THE SITE. 3. MAXIMUM OF (2) INOPERABLE OR JUNKED BOATS OUTSIDE OF THE SECURED AREA OR ENCLOSED BUILDING UNLESS OTHERWISE SPECIFIED, SHALL BE PERMITTED. 4. BOATS SHALL BE STORED IN SUCH A MANNER THAT ALL FIRE APPARATUSES AND EQUIPMENT CAN ACCESS ALL THE AREAS OF THE SITE AT ALL TIMES AND SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. 5. EQUIPMENT, INOPERABLE BOATS / MOTOR VEHICLES, PARTS, AND /OR JUNK SHALL NOT BE LOCATED WITHIN THE REQUIRED FRONT YARD OR BUFFER AREA. EXISTING SEPTIC TANK PROPOSED 30'X40' METAL BUILDING WITH CONCRETE SLAB FOUNDATION (BY OTHERS) STUB OUT, PL MB €RT WITH BUILDING CONTR LOCATION OF SERVICE POTENTIAL LOCATION OF RELOCATED / EXISTING 12'X16' SHE FOR N 4> AS OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THIS SITE AND ALL REGULATIONS AND REQUIREMENTS OF HARNETT COUNTY ORDINANCES. DATE' OWNER SIGNATURE " CONDITIONAL USE PERMIT " ,� BA- CU -31 -13 `?� APPROVED 11/12/13 UTILITY NOTES: EXISTING 100' LEECH LINE SYSTEM D 1. WATER SHALL COME FROM ON -SITE WELL AND UTILITY LINES SHALL BE SIZED AND LOCATED UPON INSPECTION OF EXISTING WELL AND SHALL BE INSTALLED BY OTHERS. 2. SEPTIC TANK AND LEECH LINE SIZE AND PLACEMENT SHALL BE DETERMINED UPON COMPLETION OF HARNETT COUNTY OFFICIAL \ PERFORMED AND APPROVED PERK TEST. EXISTING RESIDENCE \ ' /l II II FULL SIZE: 24X36— / SCALE: 1 " =10' o 10, 20' ENLARGED SITE PLAN HALF ALE: V =20',7 1 SCALE: 1 " =20' / - 6 zo' - —40' N\`\\`\, v i i A R fPROPOS%12' STING SOIL IVEWAY 73• M } _. �' y9' ' J At r Z 5670"-, ` NG 1 RCP GIN��i IUS TYP. M / , M �p RADIUS P. / M r 07 V / u N CM 't C Cj y O Z •6 O ,� PR POSED STONE DRIVEWAY na (� C 'a � N d 20 DE ABC STONE (MIN 4 "THK) y Y N w NCDOT DRIVEWAY PERMIT I w cu O) N #13- 043 -032 ^ (q 00 �} 0 z cl) tOaj &VU O i�N0 _1 w \^ 0 4 X Z W 2 N Y L Z co m t Apo)- ` "DT MARINE" ALL WEATHER LL M a Qj SIGN (REQUIRES SEPARATE :I. C I / PERMIT) 0 O N V Z a J FULL SIZE: 24X36 I SCALE V=10' 0 10 20' z mA SZE.',,A�7 SCALE 1 " =20' u- 0 20' _ - 40 " NOTES: 1. SIGHT LINE DISTANCES: SOUTH SIGHT LINE DISTANCE TO NC HWY 24 NORTH SIGHT LINE DISTANCE O TO END OF ASPHALT PAVED ROAD APPROXIMATELY AT DRIVE WAY OF 396 MAYER ROAD. i fillo 2. NO POSTED SPEED LIMIT SIGN OBSERVED ON MAYER ROAD. W SIGNAGE PLACEMENT DETAIL �lcc W ISOLATION JOINTS BETWEEN FOUNDATION SLAB AND SIDEWALK a PROPOSED y uj GRAVEL DRIVEWAY BY BUILDING RS�L -- CONCRETE/ GRAVEL PARKING SPACE (5.5" THK) PROPOSED BUILDING P-A FOUNDATION 2% j BY OTHERS CONTRACTION JOINT TOOLED WITH 1 /0' RADIUS 1/2' PREMOLDED JOINT FILLER_ JOINT SEALANT PER SPECS ISOLATION JOINT NOT TO SCALE 1. ALL CONCRETE FOR PARKING AREA SHALL HAVE A MINIMUM 6" THICK, 98% STANDARD PROCTOR COMPACTED ABC SUB -BASE. 2. ISOLATION JOINTS SHALL BE PLACED BETWEEN THE PARKING SPACE AND HANDICAP ACCESSIBLE PAD. 3. A CONTRACTION JOINT SHALL BE PLACE HALF WAY (4.5') ALONG THE CENTER OF THE PARKING SPACE AND HANDICAP ACCESS SPACE. TYPICAL SECTION PARKING SPACE (2�% 1. PROPERTY LINES BASED ON THE LEGAL DESCRIPTION FOUND ON THE DEED DANIEL J. MAYER AND WIFE BARBARA R. MAYER, AS DESCRIBED: FOR LOTS 3 & 4 OF GILBERT BROWN'S PROPERTY IN THE JOHNSONVILLE TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA ACCORDING TO THE SURVEY MADE BY GERALD R. JOHNSON, R.S., ON JANUARY 6, 1964, NOT BY ACTUALLY FIELD SURVEY. 2. WATER SHALL COME FROM ON -SITE WELL AND SEPTIC SHALL BE AN ON -SITE SEPTIC TANK TO BE INSTALLED BY OTHERS. 3. SITE CLEARING AND ADDITIONAL SITE PREP WORK SUCH AS REQUIRED FOUNDATIONS AND ACCESS NEEDS PROVIDED BY OTHERS. 4. SITE FEATURES SUCH AS WOOD LINE AND TREES PULLED FROM AERIAL PHOTOGRAPHY FROM HARNETT COUNTY GIS WEBSITE AND OWNER. 5. EXISTING BUILDING LOCATION PULLED IN FROM AERIAL PHOTOGRAPHY FROM HARNETT COUNTY GIS WEBSITE AND OTHER OPEN SOURCE WEB SITES SUCH AS BING AND GOGGLE, AND USED FOR LOCATION PURPOSES ONLY, NO SURVEY OR SITE WORK HAS BEEN PERFORMED TO DATE. 6. OWNER SHALL BE RESPONSIBLE FOR MAINTIANING ALL PARKING AREAS AND BUFFER AREAS. 7. THIS DEVELOPMENT IS WITHIN THE FIVE (5) MILE MILITARY CORRIDOR OVERLAY ZONE, AND MAY BE SUBJECT TO MILITARY TRAINING ACTIVITIES. SAWED JOINT SEALANT PER SPECS a [JOINT D/4 MINIMUM J W a Z D =5.5' THICK, NCDOT CLASS 'A' AIR ENTRAINED CONTRACTION JOINT NOT TO SCALE CONTRACTION JOINT TOOLED WITH 1 /0' RADIUS 1/2' PREMOLDED JOINT FILLER_ JOINT SEALANT PER SPECS ISOLATION JOINT NOT TO SCALE 1. ALL CONCRETE FOR PARKING AREA SHALL HAVE A MINIMUM 6" THICK, 98% STANDARD PROCTOR COMPACTED ABC SUB -BASE. 2. ISOLATION JOINTS SHALL BE PLACED BETWEEN THE PARKING SPACE AND HANDICAP ACCESSIBLE PAD. 3. A CONTRACTION JOINT SHALL BE PLACE HALF WAY (4.5') ALONG THE CENTER OF THE PARKING SPACE AND HANDICAP ACCESS SPACE. TYPICAL SECTION PARKING SPACE (2�% 1. PROPERTY LINES BASED ON THE LEGAL DESCRIPTION FOUND ON THE DEED DANIEL J. MAYER AND WIFE BARBARA R. MAYER, AS DESCRIBED: FOR LOTS 3 & 4 OF GILBERT BROWN'S PROPERTY IN THE JOHNSONVILLE TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA ACCORDING TO THE SURVEY MADE BY GERALD R. JOHNSON, R.S., ON JANUARY 6, 1964, NOT BY ACTUALLY FIELD SURVEY. 2. WATER SHALL COME FROM ON -SITE WELL AND SEPTIC SHALL BE AN ON -SITE SEPTIC TANK TO BE INSTALLED BY OTHERS. 3. SITE CLEARING AND ADDITIONAL SITE PREP WORK SUCH AS REQUIRED FOUNDATIONS AND ACCESS NEEDS PROVIDED BY OTHERS. 4. SITE FEATURES SUCH AS WOOD LINE AND TREES PULLED FROM AERIAL PHOTOGRAPHY FROM HARNETT COUNTY GIS WEBSITE AND OWNER. 5. EXISTING BUILDING LOCATION PULLED IN FROM AERIAL PHOTOGRAPHY FROM HARNETT COUNTY GIS WEBSITE AND OTHER OPEN SOURCE WEB SITES SUCH AS BING AND GOGGLE, AND USED FOR LOCATION PURPOSES ONLY, NO SURVEY OR SITE WORK HAS BEEN PERFORMED TO DATE. 6. OWNER SHALL BE RESPONSIBLE FOR MAINTIANING ALL PARKING AREAS AND BUFFER AREAS. 7. THIS DEVELOPMENT IS WITHIN THE FIVE (5) MILE MILITARY CORRIDOR OVERLAY ZONE, AND MAY BE SUBJECT TO MILITARY TRAINING ACTIVITIES. REVISIONS DESIGNED BY: RDM SYM.: DESCRIPTION: DATE: C' REVISED PER REVIEW COMMENTS 12/2013 DRAWN BY: RDM REVISED PER DBR COMMENTS 1/2014 CHECKED BY: JEH 4> SHE ET: C -2 % (6—> CIVIL Z a J W a Z Lu J L WO 1 x Q Z w REVISIONS DESIGNED BY: RDM SYM.: DESCRIPTION: DATE: C' REVISED PER REVIEW COMMENTS 12/2013 DRAWN BY: RDM REVISED PER DBR COMMENTS 1/2014 CHECKED BY: JEH 4> SHE ET: C -2 % (6—> CIVIL