PRELIMINARY DEVELOPMENT PLANS PRELIMINARY DEVELOPMENT PLANS for for TIDEWATER BREWING COMPANY TIDEWATER BREWING COMPANY BUISNESS OWNER: BUISNESS OWNER: ETHAN HALL ETHAN HALL (910) 620-8997 (910) 620-8997 [email protected][email protected]Coastal Land Design, Coastal Land Design, PLLC PLLC Civil Engineering / Landscape Architecture Civil Engineering / Landscape Architecture Land Planning / Construction Management Land Planning / Construction Management P.O.Box 1172 P.O.Box 1172 Wilmington, NC 28402 Wilmington, NC 28402 Phone: 910-254-9333 Phone: 910-254-9333 Fax: 910-254-0502 Fax: 910-254-0502 NCBELS Firm License No: P-0369 NCBELS Firm License No: P-0369 www.cldeng.com www.cldeng.com ENGINEER: ENGINEER: BEFORE YOU DIG, CALL BEFORE YOU DIG, CALL R www.nc811.org www.nc811.org Carolina Carolina North North NOT RELEASED FOR NOT RELEASED FOR CONSTRUCTION CONSTRUCTION ISSUED FOR AGENCY ISSUED FOR AGENCY REVIEW ONLY REVIEW ONLY General Notes: General Notes: 1. Prior to any clearing, grading, or construction activity, tree protection fencing will be installed around protected 1. Prior to any clearing, grading, or construction activity, tree protection fencing will be installed around protected trees or groves of trees and no construction workers, materials, or vehicles are permitted within the tree protection trees or groves of trees and no construction workers, materials, or vehicles are permitted within the tree protection fencing. fencing. 2. All pavement markings in public rights-of-way and for driveways are to be thermoplastic and meet City and/or 2. All pavement markings in public rights-of-way and for driveways are to be thermoplastic and meet City and/or NCDOT stamdards. NCDOT stamdards. 3. Once streets are open to traffic, contact Traffic Engineering to request installation of traffic and street name signs. 3. Once streets are open to traffic, contact Traffic Engineering to request installation of traffic and street name signs. Proposed street names must be approved prior to installation of street name signs. Proposed street names must be approved prior to installation of street name signs. 4. Traffic control devices (including signs and pavement markings) in areas open to public traffic are to meet MUTCD 4. Traffic control devices (including signs and pavement markings) in areas open to public traffic are to meet MUTCD (Manual on Uniform Traffic Control Devices) standards. (Manual on Uniform Traffic Control Devices) standards. 5. Contact Traffic Engineering at 341-7888 to ensure that all traffic signals facilities and equipment are shown on the 5. Contact Traffic Engineering at 341-7888 to ensure that all traffic signals facilities and equipment are shown on the plan. Add a note to call Traffic Engineering at 341-7888 forty-eight hours prior to any excavation in the plan. Add a note to call Traffic Engineering at 341-7888 forty-eight hours prior to any excavation in the right-of-way. right-of-way. 6. Any broken or missing sidewalk panels, driveway panels and curbing will be replaced. 6. Any broken or missing sidewalk panels, driveway panels and curbing will be replaced. 7. Contact TRAFFIC ENGINEERING at 341-7888 to discuss street lighting options. 7. Contact TRAFFIC ENGINEERING at 341-7888 to discuss street lighting options. 8. Project shall comply with the CFPUA Cross Connection Control requirements. Water meter(s) cannot be released 8. Project shall comply with the CFPUA Cross Connection Control requirements. Water meter(s) cannot be released until all requirements are met and the State has given their Final Approval. Call 332-6419 for information. until all requirements are met and the State has given their Final Approval. Call 332-6419 for information. 9. If the contractor desires CFPUA water for construction he shall apply in advance for this service and must provide 9. If the contractor desires CFPUA water for construction he shall apply in advance for this service and must provide a reduced pressure zone (RPZ) backflow prevention device on the developer's side of the water meter box. a reduced pressure zone (RPZ) backflow prevention device on the developer's side of the water meter box. 10. Any irrigation system supplied by CFPUA water shall comply with the CFPUA's Connection Control regulations. 10. Any irrigation system supplied by CFPUA water shall comply with the CFPUA's Connection Control regulations. Call 332-6419 for information. Call 332-6419 for information. 11. Any backflow prevention devices required by the CFPUA will need to be on the list of approved devices for 11. Any backflow prevention devices required by the CFPUA will need to be on the list of approved devices for USCFCCCHR or ASSE. USCFCCCHR or ASSE. 12. A Landscaping Plan indicating the location of required street trees shall be submitted to the City of Wilmington 12. A Landscaping Plan indicating the location of required street trees shall be submitted to the City of Wilmington Traffic Engineering Division and the Parks and Recreation Department for review and approval prior to the Traffic Engineering Division and the Parks and Recreation Department for review and approval prior to the recording of the final plat. recording of the final plat. 13. Permitting of business identification signage is a separate process. NCDOT/City of Wilmington will not 13. Permitting of business identification signage is a separate process. NCDOT/City of Wilmington will not allow obstructions within the righ of way. allow obstructions within the righ of way. 14. Prior to any clearing, grading or construction activity, tree protection fencing will be installed around protected 14. Prior to any clearing, grading or construction activity, tree protection fencing will be installed around protected trees or groves of trees and no construction workers, tools, materials or vehicles are permitted within the tree trees or groves of trees and no construction workers, tools, materials or vehicles are permitted within the tree protection fencing. protection fencing. 15. All traffic control signs and markings off the right-or-way are to be maintained by the property owner in 15. All traffic control signs and markings off the right-or-way are to be maintained by the property owner in accordance with MUTCD standards. accordance with MUTCD standards. 16. Install reflectors per City and NCDOT standards. Traffic Engineering must approve of pavement marking 16. Install reflectors per City and NCDOT standards. Traffic Engineering must approve of pavement marking layout prior to actual striping. layout prior to actual striping. 17. All parking stall markings and lane arrows within parking areas shall be white. 17. All parking stall markings and lane arrows within parking areas shall be white. CONTENTS CONTENTS 1002 PRINCESS STREET 1002 PRINCESS STREET WILMINGTON, NC 28401 WILMINGTON, NC 28401 For each open utility cut of For each open utility cut of City streets, a $325 permit City streets, a $325 permit shall be required from the shall be required from the City prior to occupancy City prior to occupancy and/or project acceptance. and/or project acceptance. N O N A I N T X A H T O R L R O C A N B K A R F J. J. 390 390 R 10/13/17 10/13/17 N 10th St. N 10th St. N 9th St. N 9th St. N 11th St. N 11th St. N 12th St. N 12th St. N 13th St. N 13th St. Princess St. Princess St. Market Street Market Street Chestnut St. Chestnut St. SITE SITE New Hanover New Hanover High School High School Signed: ____________________________________ Signed: ____________________________________ NORTH CAROLINA NORTH CAROLINA ILMINGTON ILMINGTON W CITY OF CITY OF APPROVED PLAN - NO PERMIT REQUIRED APPROVED PLAN - NO PERMIT REQUIRED Public Services Public Services Engineering Division Engineering Division Approved Construction Plan Approved Construction Plan Name Name Date Date Planning Planning Traffic Traffic Fire Fire NORTH CAROLINA NORTH CAROLINA ILMINGTON ILMINGTON W CITY OF CITY OF PROPERTY OWNER: PROPERTY OWNER: OSPRY LANDS, LLC OSPRY LANDS, LLC P.O. BOX 2277 P.O. BOX 2277 WILMINGTON, NC 28402 WILMINGTON, NC 28402
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PRELIMINARY DEVELOPMENT PLANSPRELIMINARY DEVELOPMENT PLANSforfor
TIDEWATER BREWING COMPANYTIDEWATER BREWING COMPANY
NOT RELEASED FORNOT RELEASED FORCONSTRUCTIONCONSTRUCTION
ISSUED FOR AGENCYISSUED FOR AGENCYREVIEW ONLYREVIEW ONLY
VICINITY MAPVICINITY MAP
NOT TO SCALENOT TO SCALE
General Notes:General Notes:1. Prior to any clearing, grading, or construction activity, tree protection fencing will be installed around protected1. Prior to any clearing, grading, or construction activity, tree protection fencing will be installed around protected trees or groves of trees and no construction workers, materials, or vehicles are permitted within the tree protection trees or groves of trees and no construction workers, materials, or vehicles are permitted within the tree protection fencing. fencing.2. All pavement markings in public rights-of-way and for driveways are to be thermoplastic and meet City and/or2. All pavement markings in public rights-of-way and for driveways are to be thermoplastic and meet City and/or NCDOT stamdards. NCDOT stamdards.3. Once streets are open to traffic, contact Traffic Engineering to request installation of traffic and street name signs.3. Once streets are open to traffic, contact Traffic Engineering to request installation of traffic and street name signs. Proposed street names must be approved prior to installation of street name signs. Proposed street names must be approved prior to installation of street name signs.4. Traffic control devices (including signs and pavement markings) in areas open to public traffic are to meet MUTCD4. Traffic control devices (including signs and pavement markings) in areas open to public traffic are to meet MUTCD (Manual on Uniform Traffic Control Devices) standards. (Manual on Uniform Traffic Control Devices) standards.5. Contact Traffic Engineering at 341-7888 to ensure that all traffic signals facilities and equipment are shown on the5. Contact Traffic Engineering at 341-7888 to ensure that all traffic signals facilities and equipment are shown on the plan. Add a note to call Traffic Engineering at 341-7888 forty-eight hours prior to any excavation in the plan. Add a note to call Traffic Engineering at 341-7888 forty-eight hours prior to any excavation in the right-of-way. right-of-way.6. Any broken or missing sidewalk panels, driveway panels and curbing will be replaced.6. Any broken or missing sidewalk panels, driveway panels and curbing will be replaced.7. Contact TRAFFIC ENGINEERING at 341-7888 to discuss street lighting options.7. Contact TRAFFIC ENGINEERING at 341-7888 to discuss street lighting options.8. Project shall comply with the CFPUA Cross Connection Control requirements. Water meter(s) cannot be released8. Project shall comply with the CFPUA Cross Connection Control requirements. Water meter(s) cannot be released until all requirements are met and the State has given their Final Approval. Call 332-6419 for information. until all requirements are met and the State has given their Final Approval. Call 332-6419 for information.9. If the contractor desires CFPUA water for construction he shall apply in advance for this service and must provide9. If the contractor desires CFPUA water for construction he shall apply in advance for this service and must provide a reduced pressure zone (RPZ) backflow prevention device on the developer's side of the water meter box. a reduced pressure zone (RPZ) backflow prevention device on the developer's side of the water meter box.10. Any irrigation system supplied by CFPUA water shall comply with the CFPUA's Connection Control regulations.10. Any irrigation system supplied by CFPUA water shall comply with the CFPUA's Connection Control regulations. Call 332-6419 for information. Call 332-6419 for information.11. Any backflow prevention devices required by the CFPUA will need to be on the list of approved devices for11. Any backflow prevention devices required by the CFPUA will need to be on the list of approved devices for USCFCCCHR or ASSE. USCFCCCHR or ASSE.12. A Landscaping Plan indicating the location of required street trees shall be submitted to the City of Wilmington12. A Landscaping Plan indicating the location of required street trees shall be submitted to the City of Wilmington Traffic Engineering Division and the Parks and Recreation Department for review and approval prior to the Traffic Engineering Division and the Parks and Recreation Department for review and approval prior to the recording of the final plat. recording of the final plat.13. Permitting of business identification signage is a separate process. NCDOT/City of Wilmington will not13. Permitting of business identification signage is a separate process. NCDOT/City of Wilmington will not allow obstructions within the righ of way. allow obstructions within the righ of way.14. Prior to any clearing, grading or construction activity, tree protection fencing will be installed around protected14. Prior to any clearing, grading or construction activity, tree protection fencing will be installed around protected trees or groves of trees and no construction workers, tools, materials or vehicles are permitted within the tree trees or groves of trees and no construction workers, tools, materials or vehicles are permitted within the tree protection fencing. protection fencing.15. All traffic control signs and markings off the right-or-way are to be maintained by the property owner in 15. All traffic control signs and markings off the right-or-way are to be maintained by the property owner in accordance with MUTCD standards. accordance with MUTCD standards.16. Install reflectors per City and NCDOT standards. Traffic Engineering must approve of pavement marking 16. Install reflectors per City and NCDOT standards. Traffic Engineering must approve of pavement marking layout prior to actual striping. layout prior to actual striping.17. All parking stall markings and lane arrows within parking areas shall be white. 17. All parking stall markings and lane arrows within parking areas shall be white.
GENERAL NOTES:GENERAL NOTES:
1.1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALLCONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
EXISTING UTILITIES, ABOVE AND BELOW GROUND, PRIOR TOEXISTING UTILITIES, ABOVE AND BELOW GROUND, PRIOR TO
CONSTRUCTION.CONSTRUCTION.
2.2. SURVEY AND TOPOGRAPHICAL INFORMATION AS SHOWN ONSURVEY AND TOPOGRAPHICAL INFORMATION AS SHOWN ON
THESE PLANS HAVE BEEN PROVIDED BY ESP ANDTHESE PLANS HAVE BEEN PROVIDED BY ESP AND
For each open utility cut ofFor each open utility cut ofCity streets, a $325 permitCity streets, a $325 permitshall be required from theshall be required from the
City prior to occupancyCity prior to occupancyand/or project acceptance.and/or project acceptance.
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W8" WATER LINE8" WATER LINE
WW
W
GASGASMETERMETER
GAS
WATERWATERMETERMETER
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS8" SANITARY SEWER SERVICE8" SANITARY SEWER SERVICE
Located inside the "1945 Located inside the "1945 Corporate Limits"Corporate Limits"
CAMA CAMA CLASS:CLASS: UrbanUrbanEX BLDG EX BLDG USE:USE: IndustrialIndustrialPARCEL AREA: PARCEL AREA: 28,329 SF (0.65 AC)28,329 SF (0.65 AC)
SITE INFORMATIONSITE INFORMATIONEXISTING IMPERVIOUS:EXISTING IMPERVIOUS: BUILDINGBUILDING 8,857 SF 8,857 SF CONCRETE CONCRETE PADPAD 4,425 SF 4,425 SF SIDEWALKSIDEWALK 631 SF 631 SF TOTALTOTAL 13,913 SF13,913 SF PERCENTAGEPERCENTAGE 49.1% 49.1%
BUILDING INFORMATIONBUILDING INFORMATIONEX BUILDING EX BUILDING AREA:AREA: 8,857 SF8,857 SFLOT LOT COVERAGE:COVERAGE: 31.3%31.3% (8,857 / 28,329 = 0.313 = 31.3%) (8,857 / 28,329 = 0.313 = 31.3%)MAX MAX HEIGHT:HEIGHT: 23'23'EX EX HEIGHT:HEIGHT: 1 Story (21.5')1 Story (21.5')
For each open utility cut ofFor each open utility cut ofCity streets, a $325 permitCity streets, a $325 permitshall be required from theshall be required from the
City prior to occupancyCity prior to occupancyand/or project acceptance.and/or project acceptance.
Approved Construction PlanApproved Construction Plan Name Name DateDate
PlanningPlanning
TrafficTraffic
FireFire
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
NNOO
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10/13/1710/13/17
SURVEY DATA TAKEN FROM BOUNDARY SURVEY BY SURVEY DATA TAKEN FROM BOUNDARY SURVEY BY MURPHY GEOMATICS AND GROUND ELEVATIONS BYMURPHY GEOMATICS AND GROUND ELEVATIONS BYUNDERWOOD SURVEYING (ASSUMED ELEVATION 80UNDERWOOD SURVEYING (ASSUMED ELEVATION 80AT BUILDING SLAB)AT BUILDING SLAB)
62.50'62.50' 23.50'23.50'
24.0
0'24
.00'
30.1
8'30
.18'
REVISIONS FOR 2ND TRCREVISIONS FOR 2ND TRC
SUBMITTALSUBMITTAL
11
N/F JAMES R. COTTLE &N/F JAMES R. COTTLE &WIFE, ANGELA M. COTTLEWIFE, ANGELA M. COTTLEPIN: R04818-018-008-000PIN: R04818-018-008-000
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W8" WATER LINE8" WATER LINE
WW
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GAS
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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS8" SANITARY SEWER SERVICE8" SANITARY SEWER SERVICE
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
APPROVED PLAN - NO PERMIT REQUIREDAPPROVED PLAN - NO PERMIT REQUIRED
Public ServicesPublic Services Engineering DivisionEngineering Division
For each open utility cut ofFor each open utility cut ofCity streets, a $325 permitCity streets, a $325 permitshall be required from theshall be required from the
City prior to occupancyCity prior to occupancyand/or project acceptance.and/or project acceptance.
RADII PER AASHTORADII PER AASHTOTURNING RADIUSTURNING RADIUS
OF 55' TRUCKOF 55' TRUCK
PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
43.5
0'43
.50'
Approved Construction PlanApproved Construction Plan Name Name DateDate
PlanningPlanning
TrafficTraffic
FireFire
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
NNOO
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10/13/1710/13/17EX. STREET TREEEX. STREET TREE
TO REMAINTO REMAINELM (5" DBH)ELM (5" DBH)
EX. STREET TREEEX. STREET TREETO REMAINTO REMAIN
ELM (5" DBH)ELM (5" DBH)
EX. STREET TREEEX. STREET TREETO REMAINTO REMAIN
ELM (5" DBH)ELM (5" DBH)
Note: All proposed vegetation within sight triangles shallNote: All proposed vegetation within sight triangles shallnot interfere with clear visual sight lines from 30"-10'not interfere with clear visual sight lines from 30"-10'
7.00
'7.
00' 8.00'8.00' 16.62'16.62'
24.0
0'24
.00'
18.0
0'18
.00'
SEE MARKETSEE MARKETSTREET DETAILSTREET DETAIL
MARKET STREET INTERSECTIONMARKET STREET INTERSECTION1" = 20'1" = 20'
SEESEESITE PLANSITE PLAN
EXTENDED CURB TO ENCLOSEEXTENDED CURB TO ENCLOSEEXISTING DRIVEWAYEXISTING DRIVEWAY
Located inside the "1945 Located inside the "1945 Corporate Limits"Corporate Limits"
CAMA CAMA CLASS:CLASS: UrbanUrbanEX BLDG EX BLDG USE:USE: IndustrialIndustrialPARCEL AREA: PARCEL AREA: 28,329 SF (0.65 AC)28,329 SF (0.65 AC)
BUILDING INFORMATIONBUILDING INFORMATIONEX BUILDING EX BUILDING AREA:AREA: 8,857 SF8,857 SFLOT LOT COVERAGE:COVERAGE: 31.3%31.3% (8,857 / 28,329 = 0.313 = 31.3%) (8,857 / 28,329 = 0.313 = 31.3%)MAX MAX HEIGHT:HEIGHT: 23'23'EX EX HEIGHT:HEIGHT: 1 Story (21.5')1 Story (21.5')
EX WATER EX WATER CAPACITYCAPACITY 0 GPD0 GPDEX SEWER EX SEWER CAPACITYCAPACITY 0 GPD0 GPDPRO WATER PRO WATER CAPACITYCAPACITY 2,680 GPD2,680 GPDPRO SEWR PRO SEWR CAPACITYCAPACITY 2,680 GPD2,680 GPD*Based on Assembly A-2 Occupancy of 134*Based on Assembly A-2 Occupancy of 134Occupants per Lisle Arch "Life Safety Plan"Occupants per Lisle Arch "Life Safety Plan"
SITE INFORMATIONSITE INFORMATIONREQ REQ SETBACKSSETBACKS NONENONEPRO PRO SETBACKSSETBACKS NONENONEREQ REQ PARKINGPARKING 1 HC SPACE1 HC SPACEPRO PRO PARKINGPARKING 1 HC SPACE1 HC SPACEBIKE BIKE PARKINGPARKING 9 BIKES9 BIKES
EXISTING IMPERVIOUS:EXISTING IMPERVIOUS: BUILDINGBUILDING 8,857 SF 8,857 SF CONCRETE CONCRETE PADPAD 4,425 SF 4,425 SF SIDEWALKSIDEWALK 631 SF 631 SF TOTALTOTAL 13,913 SF13,913 SF PERCENTAGEPERCENTAGE 49.1% 49.1%
PROPOSED IMPERVIOUSPROPOSED IMPERVIOUS EX EX BUILDINGBUILDING 8,857 SF 8,857 SF EX EX XIDEWALKXIDEWALK 631 SF 631 SF REMAINING REMAINING CONCRETECONCRETE 3,434 SF 3,434 SF (REMOVED (REMOVED CONCRETECONCRETE -991 SF) -991 SF) PRO LOADING PRO LOADING DOCKDOCK 269 SF 269 SF PRO PRO HVACHVAC 60 SF 60 SF PRO BOILER PRO BOILER ROOMROOM 87 SF 87 SF TOTALTOTAL 13,338 SF 13,338 SF PERCENTAGEPERCENTAGE 47.1% 47.1%
WASTE TO BE DISPOSED OF IN INDIVIDUALWASTE TO BE DISPOSED OF IN INDIVIDUALCART BINSCART BINS
NO PARKING SIGNNO PARKING SIGN
NO PARKING SIGNNO PARKING SIGN(SEE DETAIL)(SEE DETAIL)
2'2'
Notes:Notes: 1) Grade of ramp from 1" above the gutter at the face of curb up to the sidewalk will be 7.1% 1) Grade of ramp from 1" above the gutter at the face of curb up to the sidewalk will be 7.1% 2) No Parking Sign shall be located at least 2' from the vertical face of curb 2) No Parking Sign shall be located at least 2' from the vertical face of curb 3) Ramp shall be painted with diagonal striping to signify no parking. 3) Ramp shall be painted with diagonal striping to signify no parking.
8 OZ GEOFABRIC TURNED UP8 OZ GEOFABRIC TURNED UPAT SIDES OF BASEAT SIDES OF BASE
4" DEEP 4" DEEP WASHEDWASHED #57 STONE #57 STONEOR CRUSHED CONCRETEOR CRUSHED CONCRETE
COMPACTED SUBGRADECOMPACTED SUBGRADE
16' MIN. DRIVE ISLE16' MIN. DRIVE ISLE
For each open utility cut ofFor each open utility cut ofCity streets, a $325 permitCity streets, a $325 permitshall be required from theshall be required from the
City prior to occupancyCity prior to occupancyand/or project acceptance.and/or project acceptance.
COMPACTED SUBGRADECOMPACTED SUBGRADE
1-1/2", SF 9.5A ASPHALT1-1/2", SF 9.5A ASPHALT
6" ABC STONE BASE6" ABC STONE BASE
PARKING LOT & DRIVEWAYPARKING LOT & DRIVEWAY
PAVEMENT SECTIONPAVEMENT SECTION
NOT TO SCALENOT TO SCALE
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SEDIMENT FENCE CONSTRUCTION SPECIFICATIONSSEDIMENT FENCE CONSTRUCTION SPECIFICATIONS::
(1)(1) SILT FENCE IS TO BE TRENCHED IN WITH TRENCHING MACHINE IN ORDER TO HAVE THESILT FENCE IS TO BE TRENCHED IN WITH TRENCHING MACHINE IN ORDER TO HAVE THE
MINIMUM AREA OF DISTURBANCE (NON-EVASIVE) UPON INSTALLATION.MINIMUM AREA OF DISTURBANCE (NON-EVASIVE) UPON INSTALLATION.
(2)(2) HEIGHT OF SEDIMENT FENCE IS NOT TO EXCEED 18" ABOVE THE GROUND SURFACE.HEIGHT OF SEDIMENT FENCE IS NOT TO EXCEED 18" ABOVE THE GROUND SURFACE.
(3)(3) FILTER FABRIC TO BE CONSTRUCTED FROM CONTINUOUS ROLL CUT TO LENGTH TOFILTER FABRIC TO BE CONSTRUCTED FROM CONTINUOUS ROLL CUT TO LENGTH TO
AVOID JOINTS. IF JOINTS ARE NECESSARY, FILTER CLOTH IS TO BE SECURELYAVOID JOINTS. IF JOINTS ARE NECESSARY, FILTER CLOTH IS TO BE SECURELY
FASTENED TO SUPPORT POST WITH OVERLAP TO THE NEXT POST.FASTENED TO SUPPORT POST WITH OVERLAP TO THE NEXT POST.
(4)(4) FILTER FABRIC TO BE SUPPORTED BY WIRE MESH FASTENED SECURELY TO THEFILTER FABRIC TO BE SUPPORTED BY WIRE MESH FASTENED SECURELY TO THE
UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY STAPLES AT LEAST 1" LONG OR TIEUPSLOPE SIDE OF THE POSTS USING HEAVY DUTY STAPLES AT LEAST 1" LONG OR TIE
WIRES. EXTEND WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.WIRES. EXTEND WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
(5)(5) A MAXIMUM OF 8' STAKE SPACING IS ALLOWED WHEN WIRE MESH SUPPORT FENCE ISA MAXIMUM OF 8' STAKE SPACING IS ALLOWED WHEN WIRE MESH SUPPORT FENCE IS
USED. SUPPORT POST SHOULD BE DRIVEN SECURELY INTO THE GROUND A DISTANCEUSED. SUPPORT POST SHOULD BE DRIVEN SECURELY INTO THE GROUND A DISTANCE
OF AT LEAST 18".OF AT LEAST 18".
(6)(6) EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACES DOES NOT REQUIRE WIREEXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACES DOES NOT REQUIRE WIRE
MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO POSTS.MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO POSTS.
(7)(7) EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG THE PROPOSEDEXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG THE PROPOSED
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
(8)(8) BACKFILL TRENCH WITH COMPACT SOIL OR GRAVEL PLACED OVER THE FILTER FABRIC.BACKFILL TRENCH WITH COMPACT SOIL OR GRAVEL PLACED OVER THE FILTER FABRIC.
(9)(9) DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
(1)(1) INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELYMAKE ANY REQUIRED REPAIRS IMMEDIATELY
..
(2)(2) SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOMESHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACED IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.INEFFECTIVE, REPLACED IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
(3)(3) REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGEREMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CAREVOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE
TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
(4)(4) REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THEREMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HASAREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.BEEN PROPERLY STABILIZED.
1
8
"
M
I
N
1
8
"
M
I
N
SILT FENCE DETAILSILT FENCE DETAIL
NOT TO SCALENOT TO SCALE
50' MIN.50' MIN.
18' MIN.
18' MIN.
6" MIN.6" MIN.
ROADWAYROADWAY
ROADWAY
ROADWAY
50' MIN.50' MIN.
EXISTINGEXISTING
GROUNDGROUND
CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONSCONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONS::
(1)(1) CLEAR THE ENTRANCE AND EXIST AREA OF ALL VEGETATION, ROOTS, AND OTHERCLEAR THE ENTRANCE AND EXIST AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIALOBJECTIONABLE MATERIAL
(2)(2) PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS,PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS,
AND SMOOTH IT.AND SMOOTH IT.
(3)(3) PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLEPROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE
OUTLET.OUTLET.
(4)(4) TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FORFILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR
THE CONSTRUCTION ENTRANCE.THE CONSTRUCTION ENTRANCE.
(5)(5) THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKINGTHE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAYOR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANTREQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT
AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ANYAND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ANY
SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BESEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.REMOVED IMMEDIATELY.
(6)(6) WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TOWHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN ANENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENTAREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT
BASIN SOIL STABILIZATION FABRIC SHALL BE USED.BASIN SOIL STABILIZATION FABRIC SHALL BE USED.
(7)(7) NCDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THENCDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE
CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
CONSTRUCTION ENTRANCE MAINTENANCECONSTRUCTION ENTRANCE MAINTENANCE::
(1)(1) MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROMMAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. REDRESS THE SOP WITH 2" STONE AS NEEDED.LEAVING THE CONSTRUCTION SITE. REDRESS THE SOP WITH 2" STONE AS NEEDED.
(2)(2) AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT ANDAFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY.CLEAN IT OUT AS NECESSARY.
(3)(3) IMMEDIATELY REMOVE AL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKEDIMMEDIATELY REMOVE AL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
ONTO PUBLIC ROADWAYS.ONTO PUBLIC ROADWAYS.
CONSTRUCTION ENTRANCE DETAILCONSTRUCTION ENTRANCE DETAIL
LESS THAN 3:1, TAPER SOIL AROUNDLESS THAN 3:1, TAPER SOIL AROUND
AROUND THE TREE SHOULD NOT AROUND THE TREE SHOULD NOT
GREATER THAN 3:1, THE SOIL TAPER GREATER THAN 3:1, THE SOIL TAPER
FOR TREES PLANTED ON SLOPES FOR TREES PLANTED ON SLOPES
TREE 1.5X WIDTH OF TREE BALL.TREE 1.5X WIDTH OF TREE BALL.
EXCEED 2:1.EXCEED 2:1.
3' RADIUS MIN. FOR TREES LESS 3' RADIUS MIN. FOR TREES LESS
3' RADIUS MIN. FOR TREES 2" CAL.3' RADIUS MIN. FOR TREES 2" CAL.
SCARFICATION OF EXISTING SOILSCARFICATION OF EXISTING SOIL
FOR TREES PLANTED ON SLOPES FOR TREES PLANTED ON SLOPES
OR GREATEROR GREATER
THAN 2" CALIPERTHAN 2" CALIPER
NOTESNOTES
2X2 STAKE OR APPROVED EQUAL 2X2 STAKE OR APPROVED EQUAL
SCARIFY SIDES OF TREE PIT WITHSCARIFY SIDES OF TREE PIT WITH
NTSNTS
UNDISTURBED EARTHUNDISTURBED EARTH
3 PER TREE3 PER TREE
RAKES OR TINES.RAKES OR TINES.
EXISTING GRADEEXISTING GRADE
ROOT BALL B&B OR CONTAINERROOT BALL B&B OR CONTAINER
NATIVE SOIL OR APPROVEDNATIVE SOIL OR APPROVED
COVER WITH SOIL OR STRAW.COVER WITH SOIL OR STRAW.
TRUNK TAPER IS VISIBLE-DO NOTTRUNK TAPER IS VISIBLE-DO NOT
INSURE THAT BASAL ROOTS OR INSURE THAT BASAL ROOTS OR
WIRE BASKETS IN 3-4 SECTIONSWIRE BASKETS IN 3-4 SECTIONS
AT UPPER 1/3 OF ROOTBALL CLIPAT UPPER 1/3 OF ROOTBALL CLIP
PULL BACK BURLAP ON TRUNKPULL BACK BURLAP ON TRUNK
GALVANIZED WIRE OR NYLONGALVANIZED WIRE OR NYLON
RUBBER HOSE SECURED WITH RUBBER HOSE SECURED WITH
CHIP BARK MULCH ATCHIP BARK MULCH AT
IMPORTED BACKFILL.IMPORTED BACKFILL.
3" DEPTH.3" DEPTH.
REMOVE STRING.REMOVE STRING.
WEBBING TREE TIESWEBBING TREE TIES
DAMAGE OR COMPACTION TO THE ROOT AREAS.DAMAGE OR COMPACTION TO THE ROOT AREAS.
SYSTEMS SHALL BE REMOVED.SYSTEMS SHALL BE REMOVED.
DAMAGE TO VEGETATION.DAMAGE TO VEGETATION.
C. PEST CONTROL (OPTIONAL)C. PEST CONTROL (OPTIONAL)
MOWING SHALL BE DONE AS NECESSARY TO KEEP GRASS AT THE MOWING SHALL BE DONE AS NECESSARY TO KEEP GRASS AT THE
APPROPRIATE HEIGHT TO INSURE A HEALTHY GROWTH PATTERNAPPROPRIATE HEIGHT TO INSURE A HEALTHY GROWTH PATTERN
EQUAL WHICH WAS SUPPLIED DURING THE INSTALLATION OF THE PLANTS.EQUAL WHICH WAS SUPPLIED DURING THE INSTALLATION OF THE PLANTS.
ALL AREAS AROUND THE BUILDING FOUNDATION AND SHRUB/TREE BEDS ALL AREAS AROUND THE BUILDING FOUNDATION AND SHRUB/TREE BEDS
INCHES AND A MAXIMUM DEPTH OF THREE INCHES. MULCH USED SHALL INCHES AND A MAXIMUM DEPTH OF THREE INCHES. MULCH USED SHALL
SHALL BE RE-MULCHED SO THAT THEY CONTAIN A MIN. DEPTH OF TWO SHALL BE RE-MULCHED SO THAT THEY CONTAIN A MIN. DEPTH OF TWO
WEED CONTROL TO BE PROVIDED EARLY FEBRUARY, APRIL, JUNE, AUGUSTWEED CONTROL TO BE PROVIDED EARLY FEBRUARY, APRIL, JUNE, AUGUST
INSECT DAMAGE SHALL BE TREATED WHEN NECESSARY TO PREVENT INSECT DAMAGE SHALL BE TREATED WHEN NECESSARY TO PREVENT
AND OCTOBER IN THE SHRUB/TREE BEDS AND IN THE LAWN AREAS. AND OCTOBER IN THE SHRUB/TREE BEDS AND IN THE LAWN AREAS.
F. PROTECTION OF ROOT ZONESF. PROTECTION OF ROOT ZONES
TREE/SHRUB ROOT ZONES SHOULD BE PROTECTED FROM FUTURETREE/SHRUB ROOT ZONES SHOULD BE PROTECTED FROM FUTURE
CONSTRUCTION AND EQUIPMENT AS MUCH AS POSSIBLE TO AVOID CONSTRUCTION AND EQUIPMENT AS MUCH AS POSSIBLE TO AVOID
H. STAKE AND WIRE REMOVALH. STAKE AND WIRE REMOVAL
THEREAFTER BE ON AN AS NEEDED SCHEDULE PER LOCAL CONDITIONS..THEREAFTER BE ON AN AS NEEDED SCHEDULE PER LOCAL CONDITIONS..
AT THE END OF THE FIRST YEAR ALL PLANT STAKING AND GUYINGAT THE END OF THE FIRST YEAR ALL PLANT STAKING AND GUYING
MAINTENANCE SHALL INCLUDE A THOROUGH INITIAL WATERING WITHMAINTENANCE SHALL INCLUDE A THOROUGH INITIAL WATERING WITH
WEEKLY WATERINGS THEREAFTER FOR THE FIRST 30 DAYS. WATERINGS WEEKLY WATERINGS THEREAFTER FOR THE FIRST 30 DAYS. WATERINGS
G. WATERING SCHEDULE FOR IRRIGATION SYSTEMG. WATERING SCHEDULE FOR IRRIGATION SYSTEM
GROWTH PATTERN AND TO REMOVE DEAD OR DISEASED PLANT MATERIAL.GROWTH PATTERN AND TO REMOVE DEAD OR DISEASED PLANT MATERIAL.
THERE SHALL BE NO TOPPING OF TREES.THERE SHALL BE NO TOPPING OF TREES.
PRUNING WHEN NECESSARY, WILL BE DONE TO MAINTAIN THEIR NORMAL PRUNING WHEN NECESSARY, WILL BE DONE TO MAINTAIN THEIR NORMAL
B. PRUNING WITHIN LIMITSB. PRUNING WITHIN LIMITS
MAINTENANCE OF ALL PLANTING AND PHYSICAL FEATURES SHOWN ON THIS MAINTENANCE OF ALL PLANTING AND PHYSICAL FEATURES SHOWN ON THIS
SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND
10. THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS, OR ASSIGNS10. THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS, OR ASSIGNS
9. ALL OTHER AREAS NOT BEING MULCHED TO BE SEEDED PER SEEDING9. ALL OTHER AREAS NOT BEING MULCHED TO BE SEEDED PER SEEDING
WHERE CONTAINER AND HT. SIZES ARE INDICATED FOR A SINGLE SPECIES,WHERE CONTAINER AND HT. SIZES ARE INDICATED FOR A SINGLE SPECIES,
6. PLANT SIZES INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT PLANTING.6. PLANT SIZES INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT PLANTING.
5. MULCH UNDER ALL PROPOSED TREES AND SHRUBS WITH PINE NEEDLES5. MULCH UNDER ALL PROPOSED TREES AND SHRUBS WITH PINE NEEDLES
4. VERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE PLANT LIST SHALL4. VERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE PLANT LIST SHALL
THAT IS SPECIFIED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT.THAT IS SPECIFIED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT.
3. CONTRACTOR SHALL NOT SUBSTITUTE FOR ANY OF THE PLANT MATERIAL3. CONTRACTOR SHALL NOT SUBSTITUTE FOR ANY OF THE PLANT MATERIAL
BE THE RESPONSIBILITY OF THE CONTRACTOR.BE THE RESPONSIBILITY OF THE CONTRACTOR.
ADJOINING ROADWAYS WILL NEED TO BE A MINIMUM OF 24" HIGH AT TIMEADJOINING ROADWAYS WILL NEED TO BE A MINIMUM OF 24" HIGH AT TIME
8. ALL PLANTINGS USED TO SCREEN THE DRIVES AND PARKING AREAS FROM 8. ALL PLANTINGS USED TO SCREEN THE DRIVES AND PARKING AREAS FROM
7. THERE SHALL BE AT LEAST A 3 FT. SEPARATION BETWEEN LANDSCAPED 7. THERE SHALL BE AT LEAST A 3 FT. SEPARATION BETWEEN LANDSCAPED
AREAS AND PARKING AREAS TO ALLOW VEHICLE OVERHANG.AREAS AND PARKING AREAS TO ALLOW VEHICLE OVERHANG.
BOTH SIZE REQUIREMENTS MUST BE MET.BOTH SIZE REQUIREMENTS MUST BE MET.
MID-FEBRUARY AND ONCE MID-SEPTEMBER. MID-FEBRUARY AND ONCE MID-SEPTEMBER.
TREES/SHRUBS AND GRASSED AREASTREES/SHRUBS AND GRASSED AREAS
THOROUGH WATERING IS REQUIRED UPON COMPLETION.THOROUGH WATERING IS REQUIRED UPON COMPLETION.
BROADCAST A SLOW RELEASE FERTILIZER OVER THE MULCHED BEDSBROADCAST A SLOW RELEASE FERTILIZER OVER THE MULCHED BEDS
AT THE RECOMMENDED RATES AS SHOWN ON THE BAGS, ONCE AT THE RECOMMENDED RATES AS SHOWN ON THE BAGS, ONCE
THE VEGETATION TO INCLUDE BUT NOT BE LIMITED TO:THE VEGETATION TO INCLUDE BUT NOT BE LIMITED TO:
PLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OFPLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OF
SCHEDULE INCLUDED AS PART OF THE S&E PLANS..SCHEDULE INCLUDED AS PART OF THE S&E PLANS..
AT A 3"-4" DEPTH OR APPROVED EQUAL.AT A 3"-4" DEPTH OR APPROVED EQUAL.
OF INSTALLATION.OF INSTALLATION.
A. FERTILIZATIONA. FERTILIZATION
E. MOWINGE. MOWING
D. MULCHINGD. MULCHING
APPROPRIATE UTILITY AGENCY OR COMPANY.APPROPRIATE UTILITY AGENCY OR COMPANY.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR
RELOCATION OF EXISTING UTILITIES IN COORDINATION WITH THERELOCATION OF EXISTING UTILITIES IN COORDINATION WITH THE
1. ALL LANDSCAPE MATERIAL MUST BE INSTALLED PRIOR TO FINAL 1. ALL LANDSCAPE MATERIAL MUST BE INSTALLED PRIOR TO FINAL
LANDSCAP
E NOTES
LANDSCAP
E NOTES
BUILDING INSPECTION. BUILDING INSPECTION.
11. ALL INTERIOR PLANTINGS SHALL BE CURBED OR OTHERWISE PHYSICALLY11. ALL INTERIOR PLANTINGS SHALL BE CURBED OR OTHERWISE PHYSICALLY
PROTECTED SUCH AS BY WHEEL STOPS. IF CURBING IS USED, CURBPROTECTED SUCH AS BY WHEEL STOPS. IF CURBING IS USED, CURB
OPENINGS SHALL BE INSTALLED TO ALLOW PASSAGE OF STORMWATER INTOOPENINGS SHALL BE INSTALLED TO ALLOW PASSAGE OF STORMWATER INTO
LANDSCAPED AREAS DESIGNED WITH DEPRESSED CONTOURS FOR INFILTRATION.LANDSCAPED AREAS DESIGNED WITH DEPRESSED CONTOURS FOR INFILTRATION.
For each open utility cut ofFor each open utility cut ofCity streets, a $325 permitCity streets, a $325 permitshall be required from theshall be required from the
City prior to occupancyCity prior to occupancyand/or project acceptance.and/or project acceptance.
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
APPROVED PLAN - NO PERMIT REQUIREDAPPROVED PLAN - NO PERMIT REQUIRED
Public ServicesPublic Services Engineering DivisionEngineering DivisionFor each open utility cut ofFor each open utility cut ofCity streets, a $325 permitCity streets, a $325 permitshall be required from theshall be required from the
City prior to occupancyCity prior to occupancyand/or project acceptance.and/or project acceptance.
Approved Construction PlanApproved Construction Plan Name Name DateDate
PlanningPlanning
TrafficTraffic
FireFire
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
1111
11
N/F JAMES R. COTTLE &N/F JAMES R. COTTLE &WIFE, ANGELA M. COTTLEWIFE, ANGELA M. COTTLEPIN: R04818-018-008-000PIN: R04818-018-008-000
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W8" WATER LINE8" WATER LINE
WW
W
GASGASMETERMETER
GAS
WATERWATERMETERMETER
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS8" SANITARY SEWER SERVICE8" SANITARY SEWER SERVICE
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
APPROVED PLAN - NO PERMIT REQUIREDAPPROVED PLAN - NO PERMIT REQUIRED
Public ServicesPublic Services Engineering DivisionEngineering Division
For each open utility cut ofFor each open utility cut ofCity streets, a $325 permitCity streets, a $325 permitshall be required from theshall be required from the
City prior to occupancyCity prior to occupancyand/or project acceptance.and/or project acceptance.