SW6230804_Plansheet - Cover Sheet_20240621

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HARNETT COUNTY, NORTH CAROLINA
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1st SUBMITTAL TO HARNETT COUNTY: JULY 1312023
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SITE DRAWING INDEX
o Sheet Number Sheet Title
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C-00 COVER SHEET
C-OOA HRW NOTES General Notes:
o UjEXISTING CONDITIONS & 1. ORIGINAL TOPOGRAPHICAL AND BOUNDARY DATA PERFORMED BY MAULDIN-WATKINS SURVEYING, PA. SITE BENCHMARK IS 38. CONTRACTOR SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND/OR CURB AND GUTTER IS TO BE
C-0./ AVAILABLE FROM SURVEYOR. CONTOURS SHOWN HEREON ARE FROM AN ACTUAL FIELD SURVEY. REMOVED. Q
DEMOLITION PLAN 2. THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING FACILITIES ON OR ADJACENT 39. THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF
TO THE SITE BEFORE DISTURBING,ALTERING, REMOVING, RELOCATING,ADJUSTING OR CONNECTING TO SAID FACILITIES.THE THE UTILITIES.ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED.
C-02 OVERALL SITE PLAN OWNER SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF ANY EXISTING FACILITIES. 40. ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN AND HANDICAP SYMBOL PAINTED ON THE ASPHALT. NOTE STALLS TO
3. ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. RECEIVE'VAN ACCESSIBLE SIGNAGE.
C-03 SITE & UTILITY PLAN 4. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS,AND CLUMPS OF MUD. 41. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PRECISE BUILDING O
5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE DIMENSIONS AND EXACT UTILITY ENTRANCE POINTS.
OVERALL GRADING & DRAINAGE BY THE CONTRACTOR IN AN APPROVED SOLID WASTE LANDFILL. 42. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN
C-04 6. THERE IS EXISTING UNDERGROUND WATER, SEWER, ELECTRICAL,AND FIBER OPTIC ON-SITE OR WITHIN CLOSE PROXIMITY. POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING
VICINITYMA P PLAN CONTRACTORS SHALL DIG WITH EXTREME CAUTION. TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED Cn
SCALE: 1" = 1500' `i-05 GRADING & DRAINAGE PLAN 8. CONCRETE SUB SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS. SHOULD A QUESTION ARISE ABOUT THE ON THE PLANS OR 12 INCHES,WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH ,
�+ PROPOSED PATTERN CONSULT WITH THE ENGINEER PRIOR TO POURING. CONSTRUCTION.
9.
`i-OV SCM PLAN AND DETAILS CONTRACTOR TO FURNISH ALL PAVEMENT MARKINGS AS SHOWN. 43. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL HE DETERMINES LJLN
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10. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL CENTER AT IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
LEAST 48 HOURS PRIOR TO DIGGING @ 1.800.632.4949.THE SURVEYOR HAS ONLY LOCATED THE UTILITIES THAT ARE ABOVE 44. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING,
D-011 UTILITY DETAILS / GROUND AT THE TIME OF FIELD SURVEY. UNDERGROUND LINES SHOWN HEREON ARE APPROXIMATE OR AS REPORTED BY AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS Uj
D-02 SITE DETAILS
VARIOUS RESPONSIBLE PARTIES.THE SURVEYOR DOES NOT GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. HARNETT COUNTY, HARNETT REGIONAL WATER, & cr) Uj
SITE INFORMA TION UTILITIES,TANKS AND PIPES ARE LOCATED HEREON. CURRY ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
11. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. 45. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT CONDITION OF ALL OF THE
D-03 STORM DRAINAGE DETAILS 12. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS,AND/OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY, UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT. Z co
LOCATION: 1586 OAKRIDGE DUNCAN RD HARNETT COUNTY,AND HARNETT REGIONAL WATER. 46. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE STATE OF NORTH
FUQUAY-VARINA, NC 27526 EC-0' EROSION CONTROL PLAN - INITIAL 13. ALL CONSTRUCTION AND MATERIALS SHALL MEET HARNETT COUNTY SPECIFICATIONS AND STANDARDS, LATEST EDITION.ALL CAROLINA DEPARTMENT OF HEALTH CONSTRUCTION PERMIT AND HARNETT REGIONAL WATER.
PHASE WORK WITHIN NCDOT RIGHT-OF-WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT. 47. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST.
PIN:: 0635-97-6190.00 14. ALL CONCRETE PIPE IS TO BE ASTM C-76, CLASS III WITH RAM-NEK. 48. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE
PID: 050635 0014 EROSION CONTROL PLAN - 15. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAP. FEMA COMMUNITY MAP#:3720062400J AND WATER AND SEWER LINES REQUIRED BY THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH&HARNETT REGIONAL WATER.
EC-02 3720064500J, DATED OCTOBER 3,2006. 49. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-WATERING NECESSARY TO CONSTRUCT THE PROJECT AS O
DEED BOOK/PAGE: 4088/364 CONSTRUCTION PHASE 16. ALL LOT DIMENSIONS SHOWN ARE APPROXIMATE. CONSULT THE BOUNDARY SURVEY OF ACTUAL SITE BOUNDARY INFORMATION. SHOWN ON THE PLANS.
MUNICIPALITY: HARNETT COUNTY EC-O3 EROSION CONTROL DETAILS / 17. WETLANDS ARE NOT PRESENT ON SITE. 50. NATURAL GAS MAY BE AVAILABLE. SEE CONTACT INFORMATION THIS SHEET.
ZONING: RA-30 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT-OF-WAY. 51. TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE Q
ACREAGE: 13.13 AC(PH 1 4.00 ac) EC-04 EROSION CONTROL DETAILS // ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC (APPROVED BY THE ARCHITECT)TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING DURING
NC WATERSHED: WS-IV-P CONTROL DEVICES(MUTCD), LATEST EDITION. EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE
CAPE FEAR(LILLINGTON) 19. PRIOR TO PLACING CABC STONE BASE,THE CONTRACTOR SHOULD NOTIFY THE PROJECT ENGINEER TO INSPECT AND PROOF ROLL CONTRACTOR, THE ARCHITECT,AND THE STRUCTURAL ENGINEER.--THE TESTING SERVICE WILL CLASSIFY PROPOSED ON-SITE AND
EC-05 EROSION CONTROL DETAILS III THE SUBGRADE.ANY STONE PLACE WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND
LAND USE CLASSIFICATION: RESIDENTIAL 20. DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT AND/OR LABORATORY TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS).--IN PAVED AND
EC-06 EROSION CONTROL DETAILS /V TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY BE BUILDING SLAB AREAS,THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2O00 SQUARE FEET OF Q
BUILDING: DISCOVERED THAT WERE NOT REVEALED DURING THE INITIAL SOILS INVESTIGATION.THEREFORE,THE OWNER/CLIENT IS TO BE FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY,THE CONTRACTOR SHALL RE-COMPACT
STORAGE SPACE: 50,740 SF L-01 LANDSCAPE PLAN AWARE THAT CURRY ENGINEERING GROUP, PLLC WILL NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A THAT LAYER.THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE
TOTAL BLDG.: 50,740 SF STREET OR PARKING LOT PAVEMENT DESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS FAILED LAYER HAS REACHED THE REQUIRED COMPACTION. --IN FOUNDATION WALL AREAS,THE TESTING SERVICE SHALL MAKE AT
L-02 LANDSCAPE DETAILS WHICH MAY INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO,TESTING SUBGRADE AND BASE DENSITY, ENGAGING THE DESIGN LEAST ONE FIELD DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL LAYER,WITH NO
ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE OBSERVATION OF PROOF ROLLING SUBGRADE AND BASE AT LESS THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY,THE CONTRACTOR SHALL
PARKING: PRE-DEVELOPMENT DRAINAGE VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN ENGINEER TO CALL IN A SOILS ENGINEER FOR RE-COMPACT THAT LAYER.THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO
TOTAL PROPOSED SPACES: 172 STORAGE SPACES SW 01 AREAS CONSULTATION AND ADVICE, ETC.-STEPS WHICH TAKEN ALTOGETHER WITH THE INITIAL DESIGN SHOWN ON THE PLANS, SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION. a
= 172 SPACES CONSTITUTE THE COMPLETE DESIGN OF THE ROAD, STREET OF PARKING AREA(PRIVATE OR PUBLIC).THE DESIGN ENGINEER MUST 52. COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12"OF SUBGRADE IN CUT AREAS TO 98% O
IMPERVIOUS AREAS POST-DEVELOPMENT DRAINAGE BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES, SLABS,AND PAVEMENTS AND 95%OF MAXIMUM DENSITY
EXISTING: SW-02 PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE CONSTRUCTION PROCESS IF FOR LAWNS OR UNPAVED AREAS.
SIDEWALK: 0 SQ FT AREAS THE OWNER'S/CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND THE COMPLETED DESIGNED PROJECT. 53. THE BUILDING CONTRACTOR AND THE SITE WORK CONTRACTOR ARE TO COORDINATE THE INSTALLATION OF DRAINAGE PIPES
BUILDING: 0 SQ FT S W-03 DRA/NAGE BASIN PLAN 21. ALL UTILITY SERVICES, (POWER,TELEPHONE, CABLE, ETC.)ARE PROPOSED TO BE UNDERGROUND. DO NOT SEED OR MULCH AROUND THE BUILDING STRUCTURE.
DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. 54. ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE DEVELOPER/OWNER.THE TOWN WILL NOT ACCEPT
TOTAL IMPERVIOUS: 0 SQ FT(0.00 AC)(0%) 22. LIGHTS ARE LEASED AND SUPPLIED BY DUKE ENERGY. SEE PHOTOMETRICS SHEET FOR DETAILS. RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO UNDERGROUND SERVICES,
PROPOSED(CURRENT): 23. WATER IS TO BE PROVIDED BY HARNETT REGIONAL WATER. NOR WILL THE TOWN ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND SERVICE, PAVEMENT PATCHING OR DAMAGE TO
ASPHALT: 2,274 SQ FT(0.05 AC) 24. THE BUILDING SETBACK LINES SHOWN ON THIS PLAT ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT FRONTAGES LANDSCAPING.THESE WILL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER.
GRAVEL: 83,985 SQ FT(1.92 AC) AT THE SETBACK LINE AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO VERIFY LOT LINE 55. FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL TIMES. IN AREAS
SPECIAL USE PERMIT BOA2210-0004 APPROVED 1/9/23 SETBACKS BEFORE SETTING FORMS OR DIGGING FOOTINGS. WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, HARD ALL WEATHER SURFACE ROADS SHALL BE PROVIDED
BUILDING: 17022 SQ FT(0.39 AC) 25. REGULATORY SIGNS, STOPS SIGNS AND STREET NAME SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE AND MAINTAINED.
TOTAL IMPERVIOUS: 103,281 SQ FT(2.37 AC)(59%) MATERIALS. 56. ADDRESS NUMBERS, BOTH COMMERCIAL AND RESIDENTIAL, MUST BE POSTED ON THE FRONT OF THE STRUCTURE NEAREST TO THE
1Q 26. ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER. MAIN ENTRANCE IN A POSITION TO BE PLAINLY LEGIBLE,VISIBLE,AND UNOBSTRUCTED FROM THE STREET OR ROAD FRONTING THE N
27. ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEERAT THE FOLLOWING STAGES: PROPERTY. ,
MAX.ALLOWABLE IMPERVIOUS: 9.19 AC(TOT PH 1,2,3) A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE. 57. DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION&EROSION CONTROL PLAN APPROVAL WAS REQUIRED AS
MINI-STORAGE UDO REQUIREMENTS: B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING. A CONDITION OF CONSTRUCTION PLAN APPROVAL.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE AT
A. MAXIMUM BUILDING HEIGHT OF 20 FEET. C. FINAL INSPECTION WHEN ALL WORK IS COMPLETE. ALL TIMES. THE APPROVED SEDIMENTATION &EROSION CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS; 6
CD B. A SECURED FENCE OF AT LEAST SIX(6) FEET IN HEIGHT SHALL SURROUND THE 28. THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED. ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE. LL
PERIMETER OF THE STORAGE FACILITY. 29. THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH. 58. (CONSTRUCTION/SITE PLANS)WATER AND SEWER PERMIT APPLICATIONS HAVE BEEN APPROVED BY THE DENR. PERMIT NUMBERS Ln
C. ADEQUATE LIGHTING SHALL BE PROVIDED TO ILLUMINATE THE STORAGE 30. ALL HVAC UNITS FOR THE PROPOSED BUILDING WILL BE SCREENED FROM PUBLIC RIGHT OF WAY. ARE AS FOLLOWS: N LL
= FACILITY.THE MINIMUM SIZE STREETLIGHT SHALL BE A 175 WATT 31. ALL CURB AND GUTTER TO BE 24"STANDARD CURB AND GUTTER.ALL CURB AND GUTTER WITHIN NCDOT RAN SHALL BE 30" A. WATER PERMIT NUMBER: N/A
01 MERCURY-VAPOR(APPROXIMATELY 7,000 LUMEN CLASS)OR ITS EQUIVALENT,
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> SPACED AT INTERVALS OF NOT MORE THAN 300 FEET. STANDARD. B. SEWER PERMIT NUMBER: N/A
D. NO OUTSIDE STORAGE SHALL BE PERMITTED EXCEPT AS PROVIDED BELOW. 32. ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS,AIR ENTRAINED. 59. COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND CO o 0
E. OUTDOOR STORAGE OF BOATS,VEHICLES(INCLUDING MOTORCYCLES), LCq
U RECREATIONAL VEHICLES, CAMPERS, EQUIPMENT, MATERIALS, ETC IN 33. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE. EASILY ACCESSIBLE DURING CONSTRUCTION.THIS INCLUDES APPROVED CONSTRUCTION PLANS,APPROVED EROSION CONTROL
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34. PROVIDE HANDICAP SIGNS, MARKING AND RAMPS AS SHOWN. PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS,WATER/SEWER PERMITS, ETC.
DESIGNATED SPACES SHALL MEET THE FOLLOWING REQUIREMENTS:
w ALL CONSTRUCTION S
Developer: SUrve Or. 1. IF OUTDOOR STORAGE SPACE IS PROPOSED THE AREA SHALL BE 35 REGIISITER VOLUME 56 NOUMBERMEET'1444 DATED JULY 6, 1991, RULES ANOD REGUDLIATIONS ACTIVATED JANUARY 26E 992 FOR EDERAL 60. AND SPECIFICATIONS.
HALL BE IN ACCORDANCE WITH ALL HARNETT COUNTY, HARNETT REGIONAL WATER AND NCDENR STANDARDS
Q DESIGNATED AS OUTDOOR STORAGE ON THE REQUIRED SITE PLAN. ADDITIONAL INFORMATION, REFER TO THE 2012 NC STATE BUILDING CODE CHAPTER 11, "ACCESSIBILITY."ALL STREET RETURNS TO 61. MAINTAIN MINIMUM 3'COVER FOR ALL WATER PIPE.
A. EXISTING FACILITIES EXPANDING TO INCLUDE OUTDOOR STORAGE SHALL o
F_ A & S Land, LLC Mauldin-Watkins Surveying, PA SUBMIT REVISED SITE PLAN SHOWING SUCH, IN ACCORDANCE WITH THE HAVE H.C. RAMPS. 62. WHERE WATERLINE CROSSES: ���s , o
co PROVISIONS OF THIS ORDINANCE. 36. CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND/OR OWNER. A. SANITARY SEWER:WATERLINE SHALL CROSS ABOVE AND MAINTAIN 2 VERTICAL SEPARATION OR 10 OF HORIZONTAL ? o EL
1501 Lakestone Village Lane, Suite 205 P.O. BOX 444/1301 W. Broad Street ANY CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND/OR OWNER WILL BE THE RESPONSIBILITY OF THE SEPARATION. IF THIS SEPARATION CANNOT MAINTAIN OR IF WATERLINE PASSES BELOW SEWER LINE THEN BOTH WATERLINE AND z ¢ o
z Fuquay-Varina, NC 27526 Fuquay-Varina, NC 27526 2.AREA DESIGNATED FOR OUTDOOR STORAGE SHALL NOT BE VISIBLE FROM CONTRACTOR. SEWER LINE SHALL BE CLASS 50 DUCTILE IRON PIPE FORA MINIMUM OF 10'EACH SIDE OF CROSSING. w z
o ADJACENT RIGHTS) OF WAY AND SHALL INSTALL A TYPE D BUFFER ALONG 37. ALL AREAS NOT COVERED BY BUILDING OR PARKING SHALL BE COVERED WITH 4" MINIMUM OF TOPSOIL, FREE OF ROOT MATTER B. STORM SEWER:WHERE WATERLINE CROSSES ABOVE MAINTAIN 1'VERTICAL SEPARATION,WHERE WATERLINE CROSSES BELOW �d 9_
919.669.0329 919.552.9326 THE EXTERIOR OF THE PERIMETER FENCING. SOD w No
AND ROCKS AND GRASSED. MAINTAIN 2'VERTICAL SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED WATERLINE SHALL BE CLASS 50 DUCTILE IRON z
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Contact: Scott Mitchell, PE, LSS Contact: Wayne Mauldin, PLS 3. IF ASSOCIATED WITH A MINI-STORAGE FACILITY THAT WILL HAVE ENCLOSED PIPE FOR MINIMUM OF 10'EACH SIDE OF CROSSING.
= . STORAGE BUILDINGS, OUTDOOR STORAGE SPACE(S)SHALL BE LOCATED AT
scottmitchellenvironmentalcom 63. WHERE SANITARY SEWER CROSSES STORM MAINTAIN 2'SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED SANITARY
w [e-mail] REAR OR SIDE OF THE SITE. SEWER SHALL BE CLASS 50 DUCTILE IRON PIPE FOR MINIMUM OF 10'EACH SIDE OF CROSSING.
GOVERNING AGENCIES: UTILITY AGENCIES: 64. REFERENCE NC 15A, 18C, .0906 FOR ADDITIONAL CROSSING INFORMATION.THIS CRITERIA SHALL BE MET AT ALL CROSSINGS.
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PLANNING/ZONING/LANDSCAPE STORMWATER WATER&SEWER 65. THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
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Civil En ineerin HARNETT COUNTY NCDEQ DIVISION OF ENERGY, MINERAL&LAND HARNETT COUNTY PUBLIC 66. HOURS OF OPERATION WILL BE 7 AM 6 PM, MONDAY FRIDAY.
BOARD OF ADJUSTMENTS APPROVAL CONDITIONS: PLANNING DEPT. RESOURCES UTILITIES DEPT.
Uj CD The Curry Engineering Group PLLC As the owner of record, I hereby formal) consent 1. ACCESS TO THE FACILITY BE RESTRICTED FROM 11:00 PM TO 6:00 AM
108 E. FRONT ST. RALEIGH REGIONAL OFFICE 700 McKINNEY PARKWAY
y y LILLINGTON, NC 27546 512 N. SALISBURY STREET LILLINTON, NC 27546
EVERY DAY. SEAL Ili r r r
Y NC License # P-0799 P the proposed development shown on this site 910.893.7525 OPT.4 RALEIGH, NC 27604 910.893.7575 `,�` ��'�� �
o Ian and all regulations and requirements of the 2. LIGHTING WILL BE RESTRICTED AT THE INTERNAL EDGE OF THE BUFFERS.
Harnett County ordinances. CONTACT: JAY SIKES 919.807.6369 CONTACT: KATHERINE MOORE t C��. z
PO Box 2018 3. BUFFER ALONG OAKRIDGE DUNCAN ROAD WILL BE PLANTED IN CONTACT: JIM FARKAS •FEss,o •.�
$-3/-2U23 ,�,M ACCORDANCE WITH A LANDSCAPE ARCHITECT DESIGNED PLAN. '¢0 11,
205 S. Fuquay Ave g 4. NO MAINTENANCE OR REPAIRS TO TENANT'S PROPERTY AT THE FACILITY ENGINEERING EROSION CONTROL NCDENR PUBLIC WATER SUPPLY NCDENR DWQ SEWER _ �• SEAL ��' y w Date Owner nature
Fuquay-Varina NC 27526 WILL BE PERMITTED. MS CONSULTANTS, INC NCDEQ DIVISION OF ENERGY, MINERAL&LAND NCDENR DIVISION OF WATER RESOURCES NCDENR DIVISION OF WATER RESOURCES c_ z
w Q 920 MAIN CAMPUS DRIVE RESOURCES RALEIGH REGIONAL OFFICE FAYETTEVILLE REGIONAL OFFICE ;y 048 84 -
919.552.0849 (o) 5. EXTERIOR SURFACES OF BUILDINGS FACING OAKRIDGE DUNCAN ROAD RALEIGH, NC 27606 FAYETTEVILLE REGIONAL OFFICE = z
QL WILL BE IN HARMONY WITH STRUCTURES IN THE IMMEDIATE VICINITY OF 512 N. SALISBURY STREET 225 GREEN STREET
o Contact: Jared Matthews, PE THE PROPERTY. 919.818.2235 225 GREEN STREET, SUITE 714 RALEIGH, NC 27604 SUITE 714 '� ,� w
0 o [e-mail] CONTACT: MR. BILL DREITZLER, PE FAYETTEVILLE, NC 28301 919.707.9100 FAYETTEVILLE, NC 28301 �r� M p`
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w o 910.433.3300 910.433.3300 111110 y
Q CONTACT: MS. JODI PACE NOT FOR CONSTRUCTION C-OO
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