FORM DISTRICT PERMIT

Transcription

1 FORM DSTRCT PERMT TOWN OF CHAPEL HLL Office of Planning and Sustainability 45 Martin Luther King Jr. Blvd. Chapel Hill, NC phone (919) fax (919) tonofchapelhill.org This certifies that the project described belo has been revieed by the Ton Staff and approved to be in compliance ith the Land Use Management Ordinance, based on information and plans provided by the applicant. A Form District Permit, inclusive of the folloing conditions, is issued pursuant to the provisions of the ordinance. Name of Applicant: Coulter Jeell Thames PA (Wendi Ramsden) Name of Property Oner(s): Rams Plaa Associates, LLC Location: Project Number: Fordham Boulevard; Orange County Parcel dentifier Numbers , , & Description of Permitted Work: 2,7 square foot retail building for retailrestaurant use in accordance ith the folloing: Exhibit 1: Plans dated March 16, 215, revised April 27, 215, and approved December 2, 215. Electronic copy attached. Exhibit 2: Certificate of Appropriateness issued by the Community Design Commission on May 26, 215; Revised Certificate of Appropriateness issued by the Community Design Commission on October 27, 215 for approval of a design alternative. Exhibit 3: Senior Leadership Team Recommendations of Approval Construction Deadline: That construction begin by December 2, 216 (1 year from the date of approval of this Form District Permit), and be completed by December 2, 217 (2 years from the date of approval of this Form District Permit) Land Use ntensity: This Form District Permit authories the folloing: Permitted Floor Area 2,7 square feet of retail Maximum Parking Vehicular Parking Spaces 3 for 2,7 square foot retail use Minimum Bicycle Parking Spaces 3 Permitted Net mpervious Land Area 14,213 square feet Permitted Land Disturbance 2,234 square feet

2 TOWN OF CHAPEL HLL Office of Planning and Sustainability 45 Martin Luther King Jr. Blvd. Chapel Hill, NC phone (919) fax (919) tonofchapelhill.org Conditions: Prior to Land Disturbing Activity 1. Engineering Construction Permit: Prior to land disturbing activity, the applicant shall submit 3 sets of final plans to the Tons Engineering & Design Services Division for stamping, schedule a preconstruction conference ith the Tons Senior Engineering Coordinator, and apply for an Engineering Construction Permit. 2. Performance Bond: Prior to Engineering Construction Permit submit an itemied cost estimate for all ork in the public right-of-ay and multi-modal path to Larry Tucker in the Engineering Services and Design Division A bond for 125% must be submitted to cover the estimated cost of construction. 3. Erosion Control Bond: A performance guarantee in accordance ith Section Bonds of the Ton Code of Ordinances shall be required prior to final authoriation to begin land-disturbing activities. This financial guarantee is intended to cover the costs of restoration of failed or failing soil erosion and sedimentation controls, andor to remedy damages resulting from land-disturbing activities, should the responsible party or parties fail to provide prompt and effective remedies acceptable to the Ton. 4. Pre-Construction Conferences: That pre-construction conference(s) shall be held ith the folloing staff prior to any construction activity: a. The Tons Engineering & Design Services Division ( ); b. The Tons nspections Division ( ); c. The Tons Office of the Fire Marshal Life Safety Division ( ); d. The Tons Stormater Management Division ( ); e. The Tons Urban Forester ( ) to revie procedures for protection and management of all protected landscape elements identified on the Landscape Plan, and to designate one or more persons as Landscape Protection Supervisor(s); f. The Orange County Erosion Control Division ( ); and, g. The Orange County Solid Waste Department ( );

3 TOWN OF CHAPEL HLL Office of Planning and Sustainability 45 Martin Luther King Jr. Blvd. Chapel Hill, NC phone (919) fax (919) tonofchapelhill.org Transportation 5. Multi-modal Path: Applicant shall coordinate the precise location, final design, and timing of construction of the multi-modal path, ith Ton-sponsored roaday improvements. An Engineering Construction Permit is required for the multi-modal path and shall ensure coordination ith Ton sponsored roaday improvements. Completion of the multi-modal path is required prior to issuance of a Certificate of Occupancy (CO). 6. Repairs in Right-of-Way: Prior to expiration of the performance bond or issuance of the final CO, hichever occurs first, the applicant shall repair all damage for ork in the right-of-ay related to the construction of this project, hich may include pavement milling and overlay. 7. Traffic Lane and Sidealk Closure: Prior to any traffic lane andor sidealk closures, the applicant shall contact the Tons Traffic Engineering office ( ) at least 5 orking days before the proposed ork to apply for a lane closure permit. 8. Parking Lot Access and Circulation During Construction: The applicant shall provide ritten notice to all tenants of Rams Plaa of changes to the parking lot at least 5 days in advance. Such changes include, but are not limited to, modifications to driveay access, modifications to internal parking lot circulation, and closure of parking spaces. Stormater 9. Stormater Facilities: Prior to issuance of the final CO, the three documents enumerated belo must be submitted to the Tons Stormater Management Division and a final stormater management inspection must be scheduled, at least 1 days in advance of requesting the Certificate of Occupancy. a. Final Plat or Easement Exhibit; A copy of the final plat or easement exhibit, signed and sealed by a North Carolina-registered Land Surveyor and recorded by the Orange County Register of Deeds, shoing the "Stormater Facility Easements, the stormater management facilities, and the maintenance access locations. For purposes of maintenance, the maintenance access must be shon on the exhibit and extend from the "Stormater Facility Easement" to the nearest public right-of-ay. The folloing notes must be included on the recorded final plat or easement exhibit.

4 TOWN OF CHAPEL HLL Office of Planning and Sustainability 45 Martin Luther King Jr. Blvd. Chapel Hill, NC phone (919) fax (919) tonofchapelhill.org i. The Reserved Stormater Facility Easements and the facilities itthey protect are the sole responsibility of the oner. Until the storm ater facilities are accepted for maintenance by the Ephesus-Fordham Municipal Service District the oner shall provide for all required maintenance and operations as approved by the Ton Manager. ii. All engineered stormater management control, treatment, and conveyance structures located on or belo the ground shall be holly contained ithin an easement entitled: "Reserved Stormater Facility Easement Hereby Dedicated" and shall be reserved from any development hich ould obstruct or constrict the effective management, control, and conveyance of stormater from or across the property, other than the approved design and operation functions. The Easements shall provide for access by Ton staff, contractors and consultants to facilitate inspections and maintenance services once the stormater facilities are accepted for maintenance by the Ephesus- Fordham Municipal Service District. iii. The Reserved Stormater Facility Easement and the Operations and Maintenance Plan are binding on the oner, heirs, successors, and assigns. b. Maintenance covenant ("Operations and Maintenance Plan"); A copy of the maintenance covenant ("Operations and Maintenance Plan"), signed by the oner and recorded by the County Register of Deeds, for the stormater management facilities. The Operations and Maintenance Plan must include a description of the device or structure, an inspections checklist, and operating and maintenance procedures. The plan should identify contact information, ho ill perform the inspections, frequency of inspections, inspections and maintenance logs, any specific equipment needs or certifications (e.g., confined space certification), action levels or thresholds (e.g., remove sediment after depth exceeds one foot), and disposal methods. c. Professional Engineer certification; Certification, signed and sealed by a North Carolina-registered Professional Engineer, that the stormater management facilities ere constructed in accordance ith the approved plans and specifications. After performing the final inspection and revieing and approving the documents, the Tons Stormater Management Division or designee ill issue an Approval Notification to the Tons nspections Division via . (Please schedule the final stormater management inspection ith the Tons Stormater Management Division ( )).

5 TOWN OF CHAPEL HLL Office of Planning and Sustainability 45 Martin Luther King Jr. Blvd. Chapel Hill, NC phone (919) fax (919) tonofchapelhill.org 1. Approved mpervious Surfaces: The total amount of impervious area shall be limited to a maximum of 14,213 square feet and the disturbed area to 2,234 square feet as shon in the calculations submitted for the Form District Permit. Any increase of impervious area that occurs as a result of construction over this permitted amount shall require a revised stormater management report and plan, signed and sealed by a North Carolina Registered Professional Engineer, be submitted to the Tons Stormater Management Division for revie and approval prior to the issuance of the CO. 11. Stormater nspection Report: An original inspection report shall be provided to the Ton beginning one year from the date of the Operation and Maintenance Plan is recorded and each year thereafter on or before the recordation date of the Operations and Maintenance Plan, until the stormater facilities are accepted for maintenance by the Ephesus-Fordham Municipal Service District. 12. Location of Stormater Structures: No portion of the storm ater structure may be located ithin the setbacks or rights-of-ay, except as shon in the approved plan. This includes any underdrains or the dongradient toe of French drains. 13. Liability: The oner may be liable if adjoining properties receive substantial damage associated ith the discharge of stormater from this property. 14. Erosion Control nspections: During construction, the applicant shall inspect the erosion and sediment control devices daily and after every rainfall, make any necessary repairs or adjustments to the devices, and maintain inspection logs documenting the inspections and any necessary repairs. Life Safety 15. Fire Code Compliance: Prior to any Temporary Certificate of Occupancy (TCO) and CO, the applicant shall demonstrate that site ork passes field inspections and fully complies ith the North Carolina Fire Prevention Code. 16. Public Safety Survey: Prior to the first TCO andor CO for any public use portion of the facility, the applicant shall hold a security survey ith the Police Department to identify and consider opportunities for public safety improvements.

6 TOWN OF CHAPEL HLL Office of Planning and Sustainability 45 Martin Luther King Jr. Blvd. Chapel Hill, NC phone (919) fax (919) tonofchapelhill.org Urban Forestry 17. Encroachment Agreement: That the applicant shall ork ith Ton Staff to obtain an encroachment agreement for the installation and maintenance of trees in the North Carolina Department of Transportation right-of-ay along Ephesus Church Road and Fordham Boulevard. Changes to the species or location of trees in the right-of-ay required by the North Carolina Department of Transportation shall not require a revision to the Form District Permit, provided the number and spacing of trees complies ith LUMO section Miscellaneous 18. Form District Permit Recordation and Validity: Prior to recordation of a commercial subdivision plat, the applicant shall record this Form District Permit at the Orange County Register of Deeds. This Form District Permit shall be invalidated if not recorded ithin 3 calendar days of issuance. 19. Subdivision: Prior to issuance of a Building Permit, the applicant shall record a commercial subdivision plat at the Orange County Register of Deeds. The plat shall reference the approved and recorded Form District Permit. 2. Contract for Work in the Right-of-Way: Prior to recordation of the commercial subdivision plat, the applicant shall submit a signed AGREEMENT FOR REMBURSEMENT FOR CONSTRUCTON OF PUBLC MPROVEMENTS (in the existing right-of-ay relating to Phase of the EphesusFordham roaday improvements) to the Ton s Engineering and Design Services Division. 21. OWASA Permit to Construct: Prior to issuance of a Building Permit, the applicant shall obtain a Permit to Construction from Orange Water and Seer Authority. 22. Construction Plans: This project ill require building permits to be issued by the Ton of Chapel Hill. Prior to issuance of a Building Permit, the applicant shall submit at least 2 paper sets and 1 electronic set of architecturalstructural, plumbing, mechanical, and electrical plans, ith a minimum scale of ¼ inch = 1 foot, to the Tons nspections Division for revie and approval. Please note that a separate permit for a construction trailer is required. Prior to submittal, the applicant shall schedule a pre-permitting conference through the Tons Permit Technician. 23. Construction Sign: The applicant shall post a construction sign that lists the property oners representative and telephone number, the contractors representative and telephone number, and a telephone number for regulatory information, prior to the commencement of any land disturbing activities. The construction sign design shall be in accordance ith Section (g) of the Land Use Management Ordinance.

7 TOWN OF CHAPEL HLL Office of Planning and Sustainability 45 Martin Luther King Jr. Blvd. Chapel Hill, NC phone (919) fax (919) tonofchapelhill.org 24. Construction Noise: The applicant shall comply ith the Ton Noise Ordinance, Article 3, Section 11-4, limiting construction noise levels outside of the folloing operating hours: 7: a.m. to 9: p.m. on eekdays and 8: a.m. to 9: p.m. on eekends. Construction activity may occur during hours outside of the operating hours noted above if they are conducted ithin noise levels that are in compliance ith the Ton Noise Ordinance. Exceptions to this requirement must be approved in advance by the Ton Manager pursuant to the Ton Noise Ordinance. 25. Safety During Construction: During demolition andor construction, all aspects of Chapter 33 of the NC Building Code and the construction management plan shall be folloed. Compliance ith OSHA standards is also required. The Tons nspections Division is authoried to stop construction if violations are observed. 26. Proposed Changes: Any proposed changes to the approved plans may require revie and approval by Ton Manager and issuance of a revised Form District Permit. Changes to the approved plan set may require revie and approval of a revised Certificate of Appropriateness by the Community Design Commission. Design changes to the plans and structures must be submitted and approved by the Ton s nspections Division and prior to implementation. 27. Form District Permit Compliance: No building or structure for hich this permit has been issued may be used or occupied until, after final inspection, a Certificate of Occupancy has been issued indicating compliance ith the provisions of the Land Use Management Ordinance, and all other state and local las, including conditions of this permit and all other required permits. 28. Foundation Survey and nspection: Upon completion of foundation inspections, applicant shall submit a foundation survey shoing building footprint and measurements from right-of-ay and easement lines shoing compliance ith buildto-one and setback requirements as shon on site plan sheet C3-B. Applicant shall schedule an inspection ith the Zoning Enforcement Officer ( ). 29. As-Built Plans: Prior to Stormater nspection, the applicant shall: a. a. Submit original certified as-built plans, signed and sealed by a North Carolina Registered Professional Land Surveyor, to the Tons Stormater Management Division, the Tons nspections Division and the Tons Engineering & Design Services Division shoing building heights and elevation limitations, all building footprints and building designations, driveays, detailed calculations and totals for all other impervious surfaces (to include gravel) and any drainageconveyance piping and structures. The

8 TOWN OF CHAPEL HLL Office of Planning and Sustainability 45 Martin Luther King Jr. Blvd. Chapel Hill, NC pho11e (919) fax (919) tonofchapelhill.org as-built plans must also be submitted in DXF binary format using State plane coordinates and NA VD Please note that it may be necessary to provide a separate as-built draing to the Tons Stormater Management Division related to drainage and piping information and structures as the requested information may not be easily visible on one as-built survey document. b. As-built plans must be accompanied by a letter certified by a licensed architect, licensed appraiser, licensed engineer, licensed general contractor, or licensed surveyor that certifies compliance ith the lot parameters, building setbacks, build-to-one, building height, story height, ground floor elevation, transparency, pedestrian access, and building element requirements described in Sections and of the Land Use Management Ordinance. c. Contact the Tons Stmmater Management Di vision ( ) ith questions and to schedule an inspection at least 1 days in advance of requesting the Building Final nspection from the Tons nspections Division, and d. Contact the Tons nspections Division ( ) to schedule a Zoning nspection in advance of requesting the Building Final for TC andor C. Date: December 2, 215

9 Exhibit 1: Plans dated March 16, 215, revised April 27, 215, and approved December 2, 215

10 RENOVATONS TO: S PLAZA OUTPAR EL DEVELOP 1728 FORDHAM BLVD, CHAPEL HLL, NC FORM DSTRCT PERMT FDP SUBMTTAL: MARCH 16, 215 CJ " " " (5 " 111 West Main Street Durham, N.C p f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C-14 PROJECT OAT A VCNTY MAP EXSTNG USE RETAL PROPOSED USE RETAL PN PARCEL EXSTNG LAND AREA PARCEL 1 OUTBULDNG PARCEL AREA GROSS LAND AREA 13.4 ACRES 22,57 SF net.51 ACRES 24,263 SF gross.556 ACRES «<f:. PROJECT AREA <f:.oi9 <:!"- )!> > RAMS PLAZA STE FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT PROJfCT AREA PROJECT DSTURBANCE ADDTONAL DSTURBANCE FOR CONSTRUCTON OF TOCH CONNECTOR.51 ACRES (22,61 SF).48 ACRES (2,234 SF).87 ACRES {38, 15 SF) f <?.o%! S 5 # q % c :), <$>(:;.. <f:.oi Fordham Boulevard Chapel Hill, NC PN EXSTNG ZONNG WX-7 Not To Scale Oner: Rams Plaa Associates LLC Ll ST OF u [ffi (U) co C1 C1 C11 C2 C21 C21 C3 C31 C4 C5 C6 C7 CBOO A 1. COVER SHEET AREA MAP EXSTNG CONDTONS AND DEMOLTON PLAN CONSTRUCTON MANAGEMENT PLAN STE PLAN LAYOUT PLAN STREETSCAPE PLAN DESGN COMPLANCE GRADNG AND DRANAGE PLAN STORMWATER PLAN EROSON CONTROL PLAN & DETALS UTLTY PLAN LGHTNG PLAN LANDSCAPE PLAN & DETALS STE DETALS BULDNG ELEVATONS CONSTRUCTON WASTE NOTES 1. BY ORANG COUNTY ORDNANCE, CLEAN WOOD WAST. SCRAP METAL AND CORRUGATED CARDBOARD, ALL PRESENT N CONSTRUCTON WAST, MUST 8 RECYCLED. 2. BY ORANGE COUNTY ORDNANCE, ALL HAULERS OF CONSTRUCTON WAST MUST BE PROPERLY LCENSED. J. PROR TO ANY DEMOLTON OR CONSTRUCTON ACTVTY ON THE ST THE APPLCANT WLL HOW A PRE-DEMOLTONPRE-CONSTRUCTON CONFERENCE WTH THE COUNTYS SOLD WASTE STAFF. THS MAY B THE SAM MEETNG HEW WTH OTHER DEVELOPMENT OFFCALS. 4. BECAUSE THERE MAY BE REGULATED RECYCLABLE MATERALS (METAL, WOOD, CARDBOARD) N SOME OF THE DEMOLTON WORK N EXCESS OF 5 SQUARE FEET (EXSTNG BULDNG) AS WELL AS N THE NEW CONSTRUCT1N OF TN PROPOSED FACLTY, THE APPLCANT WLL N TO CONTACT SOL WASTE MANAGEMENT STAFF TO CONDUCT A PRE -DEMOLTON ASSESSMENT BEFORE BEGNNNG WORK. N AOOTON, THE APPLCANT WLL B REQURED TO OBTAiN A REGULATED RECYCLABLE.ATERALS PERMT FROM THE TOWN OF CHAPEL HLL. lf@ral [Q)lrO(C;lf l l li il n l l! lu(c; lro@nj SHEET NAME: COVER PROJECT NFORMATON SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER:

11 i rv ( "D ZONE: R 2 " L : i ( ( -- a ZONE: R-4,.,. ZONE: WX-5 -LEGEND - VCNTY MAP, NTS NOTFCATON BOUNDARY ZONNG DSTRCT BOUNDARY HSTORC DSTRCT BOUNDARY CHAPEL HLL CORPORATE LMTS PROPERTY LNE STREAM ADA PARKNG VEHCULAR PARKNG BCYCLE PARKNG () 111 West Main Street ffi Durham, N.C p f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C-14 GJ _,,,(), -- - "?! )?i>:..,,_)(:: _--,,. "! f..,.. "?,; ; : :;;: ). :ifj:flljj. FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC PN Oner: Rams Plaa Associates LLC ZONE: R-5 D. i. i i i!! rl BUS srrur,!nl l luj[q)!nl lrrlluj l!nl rf rrl rf@lpj mulpju lflpjn lflfu u@!nl SHEET NAME: AREA MAP AREA MAP.!, _ l Sca.e ZONE: WX-7 -- _o_uoa )! ; i 1 E:W ( Scale 1" = 12 NORTH PB. 1939, PG. 167 SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER:

12 LEGEND -, EXSTNG CONTOUR ")" r, -! V, L_ EXSTNG STORM LNE "---._,, EXSTNG SANTARY SEWER LNE CU----- EXSTNG vierhead UTLTY WRE EXSTNG TREE LNE ---u--u- PROPOSED LMTS OF DSTURBANCE -1--f u--- TREE PROTECTON FENCE PROPOSED CONTOUR _::3 SLOPE 1-15% SLOPE 15-25% SLOPE >25% DUKE POWER RAJSF<R;AER TO BE RELOCATED PROPOSED DEVELOPMENT PARCEL ENTRY EXT BLVD SERVCE BE REALGNED CH BRG S " Ch = 69. T = 35. Oco MECH,-C:.;fl (?ljta "19 81,)..!;, tivi.; r i1. 1-.! J EXSTNG SERVCE AREA BULDNG! (!J ii ill ill (3 ill C OJ it[j J T JmP-A- 111 West Main Street Durham, N.C p f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C-14 PN 9 NC-f;f) RAMS PLAZA DB ", 7-,1 PB BULDNG A (r(1tc 276QC. ul.111. J!NV OUT PN EXSTNG :). 7T,;;A -!NV N {E).!V N {il) N!v {S)!NV OUT 2 LNE REMOVED STORM LNE AND FES TO BE REMOVED EXSTNG RGHT OF WAY TO REMAN LMTS OF DSTURBANCE FOR OUTPARCEL CONSTRUCTON SERVCE ROAD BE REMOVED BY CONTRACTOR MLEY HORN PLANS APFROVED BY THE TOWN OF CHAPEL HLL AND NCDOT EXSTNG STE ACCESS TO BE RELOCATED ---- " , ,"-., ---- )< EXSTNG ASPHALt_ TO BE REMOVED TREE TO BE REMOVED {TYP.) EXSTNG PRVEWAY ENTRANCE i TO BE JEMOVED AS PART OF 1 THE TOWNS DRVEWAY 1 REALGNMENT BY OTHERS ( ; _ -< SSM AREA OF DSTURBANCE WTHN THE OUTPARCEL STE: AREA OF DSTURBANCE FOR THE CONNECTON ROAD WTHN RGHT OF WAY AREA: 5 F 5 Scale 1" = SF 38,15 SF 1 15 l,j P8. NORTH 1939, PG. t67 4-Z1 VJt{ FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC PN Oner: Rams Plaa Associates LLC PROJECT AREA SURFACE MPROVEMENTS N FOR NEW CONNECTON DR!vlc.VVAY Dcn<:c-r-. PARKNG LAYOUT, STClRMWAttR FACLTES, ADDTONAL PLANTNGS 8" MAP - - LMTS OF DSTURBANCE FOR CONNECTOR ROAD. CONDTONS PROR TO ANY LAND DSTURBNG ACTVTES 1. THE APPLCANT WLL MEET WTH THE TOWNS LANDSCAPE ARCHTECT PROR TO NSTALLNG TREE PROTECTON OR SLT FENCNG. TEMPORARY FENCNG SHOULD BE LOCATED AND NSTALLED SO THAT T WLL REMAN N PLACE THROUGHOUT DEMOLTON AND CONSTRUCTON. 2. PROR TO ANY LAND DSTURBANCE DEMOLTON ON THE STE, A PRE -CONSTRUCTON CONFERENCE SHALL BE HELD WTH: A. THE ORANGE WATER AND SEWER AUTHORTY DANNY NOLF: B. THE ORANGE COUNTY SOLD WASTE DEPARTMENT JEFF SCOUTEN: C. THE TOWNS LANDSCAPE ARCHTECT OR TOWN FORSTER TO REVEW PROCEDURES FOR PROTECTON AND MANAGEMENT OF ALL PROTECTED LANDSCAPE ELEMENTS DENTFED ON THE LANDSCAPE PROTECTON PLAN, AND TO DESGNATE ONE OR MORE PERSONS AS LANDSCAPE PROTECTON SUPERVSOR(S). THE LANDSCAPE PROTECTON SUPERVSOR SHOULD BE REGSTERED WTH THE TOWN AND SHOULD BE ON STE DURNG ACTVTES AFFECTNG TREE PROTECTON. EMLY CAMERON, LANDSCAPE ARCHTECT: CURTS BROOKS, TOWN FORSTER: D. THE TOWNS ENGNEERNG AND DESGN SERVCES DVSON MKE TAYLOR: THE APPLCANT SHALL POST A CONSTRUCTON SGN THAT LSTS THE PROPERTY OWNERS REPRESENTATVE AND TELEPHONE NUMBER, THE CONTRACTORS REPRESENTATVE AND TELEPHONE NUMBER,,,NO A TELEPHONE NUMBER FOR REGULATORY NFORMATON, PROR TO THE COMMENCEMENT OF ANY LAND DSTURBNG ACTVTES. THE CONSTRUCTON SGN SHALL BE ACCORDANCE WTH SECTON (g) OF THE LAND USE MANAGEMENT ORDNANCE. 4. PROR TO LAND DSTURBANCE, SPECAL TREATMENT OF THE LARGE EXSTNG WLLOW OAK ON THE MARTN LUTHER KNG JR. BLVD. FRONTAGE MUST OCCUR, NCLUDNG: DCEP ROOT FEEDNG AND PRUNNG, AND PROTECTNG UNDSTURBED AREA N THE CRTCAL ROOT ZONE WTH CHAN LNK FENCE. 5. F ONE ACRE OR MORE S UNCOVERED BY LAND-DSTURBNG ACTVTES FOR THS PROJECT, THEN A PERFORMANCE GUARANTEE N ACCORDANCE WTH SECTON BONDS OF THE TOWN CODE OF ORDNANCES SHALL BE REQURED PROR TO FNAL AUTHORZATON TO BEGN LAND-DSTURBNG ACTVTES.!Nl lr [lj][q) [f@[pd [N] lr!pd [ljl lr [N] F!FlfM11 u!flu!ill [f; Fl fm1l au ffi [ill [ill u ffi SHEET NAME: EXSTNG CONDTONS & DEMOLTON SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER: EXSTNG CONDTONS Scale: 1" = 2 NORTH PB. 1939, PG Scale 1"

13 > DRVEWAY CONNECTON N DOT RGHT OF WAY, WORK BY ARGUS PER THE Kl MLEY HORN -,1---, NSTRUCTON DRAWNGS H-f-hOVED BY THE TOWN CHAPEL HLL AND DOT,f PN tfh,-1 T ROAD CONFCTON RE:3C8 -; ARC = 7.6 R = CH BRG S " W Ch = T = 35_28 PROJECT AREA PN RAMS PLAZA ASSOCATES LLC. DB 5277, PG 395 PB 57 PG ,7 sf PN TARHEEL LODGNG LL DB 411, PG 523 PB, PG 126 USE: VACANT CAR DEALER CONSTRUCTON C41 BULDNG A LEGEND EXSTNG CONTOUR ---- s EXSTNG STORM LNE -----ss------ss EXSTNG SANTARY SEWER LNE -----OU EXSTNG OVERHEAD UTLTY WRE Vc EXSTNG TREE LNE ---LD PROPOSED LMTS OF DSTURBANCE --- TP TREE PROTECTON FENCE 275 PROPOSED CONTOUR FRE AND EMERGENCY ACCESS NOTE: -EMERGENCY ACCESS FOR APPARATUS SHALL BE PROVDED BY THE CONTRACTOR AT ALL TMES. SDEWALK CONSTRUCTON NOTE: -CURB CUTS AND ACCESSBLE ROUTES PER CC A D9 ED. CROSS SLOPE S UMTED TO 1.8%. CALL TOWN OF CHAPEL HLL NSPECTONS FOR NSPECTON BEFORE PLACEMENT OF CONCRETE. CONSTRUCTON PARKNG NOTE: -CONSTRUCTON PARKNG S ALLOWED N CONSTRUCTON STAGNG AREAS AND N THE CONSTRUCTON AREAS ON THE PROJECT STE DURNG THE PROJECT. CONSTRUCTON PARKNG ON STE MUST NOT DSRUPT THE OWNERS USE OF THE STE. CONSTRUCTON PARKNG S NOT ALLOWED ON LOCAL RESDENTAL STREETS. THERE S NO PARKNG ON EPHESUS CHURCH ROAD OR ON FORDHAM BLVD. CONDTONS PROR TO ANY LAND DSTURBNG ACTVTES 1. THE APPLCANT WLL MEET WTH THE TOWNS LANDSCAPE ARCHTECT PROR TO NSTALLNG TREE PROTECTON OR SLT FENCNG. TEMPORARY FENCNG SHOULD BE LOCATED AND NSTALLED SO THAT T WLL REMAN N PLACE THROUGHOUT DEMOUTON AND CONSTRUCTON. 2. PROR TO ANY LAND DSTURBANCE DEMOLTON ON THE STE, A PRE -CONSTRUCTON CONFERENCE SHALL BE HELD WTH: A. THE ORANGE WATER AND SEWER AUTHORTY DANNY NOLF: B. THE ORANGE COUNTY SOLD WASTE DEPARTMENT JEFF SCOUTEN: C. THE TOWNS LANDSCAPE ARCHTECT OR TOWN FORSTER TO REVEW PROCEDURES FOR PROTECTON AND MANAGEMENT OF ALL PROTECTED LANDSCAPE ELEMENTS DENTFED ON THE LANDSCAPE PROTECTON PLAN, AND TO DESGNATE ONE OR MORE PERSONS AS LANDSCAPE PROTECTON SUPERVSOR(S). THE LANDSCAPE PROTECTON SUPERVSOR SHOULD BE REGSTERED WTH THE TOWN AND SHOULD BE ON STE DURNG ACTVTES AFFECTNG TREE PROTECTON. EMLY CAMERON, LANDSCAPE ARCHTECT: CURTS BROOKS, TOWN FORSTER: D. THE TOWNS ENGNEERNG AND DESGN SERVCES DVSON MKE TAYLOR: THE APPLCANT SHALL POST A CONSTRUCTON SGN THAT LSTS THE PROPERTY OWNERS REPRESENTATVE AND TELEPHONE NUMBER, THE CONTRACTORS REPRESENTATVE AND TELEPHONE NUMBER, AND A TELEPHONE NUMBER FOR REGULATORY NFORMATON, PROR TO THE COMMENCEMENT OF ANY LAND DSTURBNG ACTVTES. THE CONSTRUCTON S1GN SHALL BE ACCORDANCE WTH SECTON (g) OF THE LAND USE MANAGEMENT ORDNANCE. ORANGE COUNTY SOLD WASTE STPULATONS 1. BY ORANGE COUNTY ORDNANCE, CLEAN WOOD WASTE, SCRAP METAL AND CORRUGATED CARDBOARD, ALL PRESENT N CONSTRUCTON WASTE, MUST BE RECYCLED. 2. BY ORANGE COUNTY ORDNANCE, ALL HAULERS OF CONSTRUCTON WASTE MUST BE PROPERLY LCENSED. 3. PROR TO ANY DEMOLTON OR CONSTRUCTON ACTVTY ON THE STE, THE APPLCANT SHALL HOLD A PRE-DEMOLTON PRE-CONSTRUCTON CONFERENCE WTH THE COUNTYS SOLD WASTE STAFF. THS MAY BE THE SAME MEETNG HELD WTH OTHER DEVELOPMENT OFFCALS. 4. THE PRESENCE OF ANY ASBESTOS CONTANNG MATERALS ("ACM") OR OTHER HAZARDOUS MATERALS N CONSTRUCTON AND DEMOLTON WASTE SHALL BE HANDLED N ACCORDANCE WTH ANY AND ALL LOCAL, STATE, AND FEDERAL REGULATONS AND GUDELNES. CONDTONS DURNG CONSTRUCTON 1. THE EXSTNG PLAZA WLL REMAN N OPERATON DURNG CONSTRUCTON OF THE EXPANSON. ALL PARTS OF THE EXSTNG OCCUPED BULDNG MUST BE ACCESSBLE FOR FlRE AND EMERGENCY ACCESS DURNG CONSTRUCTON. 2. ONLY ONE DRVEWAY MAY BE CLOSED OFF AT ANY ONE TME. CONSTRUCTON FOR ONE DRVEWAY ACCESS MUST BE COMPLETED BEFORE ANY SUBSEQUENT DRVEWAY S CLOSED. 3. DURNG DEMOLTON ANDOR CONSTRUCTON, ALL ASPECTS OF CHAPTER 14 OF THE NC FRE PREVENTON SHALL BE FOLLOWED. THE CONTRACTOR SHALL DESGNATE ONE PERSON TO BE THE FRE PREVENTON PROGRAM SUPERNTENDENT WHO SHALL BE RESPONSBLE FOR ENFORCNG CHAPTER 14 OF THE NCFPC AND THE ON-STE FRE PREVENTON PROGRAM AND ENSURE THAT T S CARRED OUT THROUGH COMPlETON OF THE PROJECT. 4. FRE WATCH: DURNG CONSTRUCTON AND DEMOLTON WHERE HOT WORK, MATERALS SUBJECT TO SPONTANEOUS COMBUSTON, OR OTHER HAZARDOUS CONSTRUCTON OR DEMOLTON S OCCURRNG, THE OWNER OR THER DESGNEE SHALL BE RESPONSBLE FOR MANTANNG A FRE WATCH. THE FRE WATCH SHALL CONSST OF AT LEAST ONE PERSON WTH A MEANS OF COMMUNCATNG AN ALARM TO 911, SHALL NCLUDE A WRTTEN ADDRESS POSED N A CONSPCUOUS LOCATON, AND SHALL NCLUDE A PERSON TO MANTAN CONSTANT PATROLS. oc => ti t: oc <>: 6 (f) <>: - () >= :J 5 C) ii: C3 (;(Q)llflitu J T@mPA 111 West Main Street Durham, N.C p f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C-14 FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC PN Oner: Rams Plaa Associates LLC 5. THE PROPERTY OWNER SHALL BE RESPONSBLE FOR PLACEMENT AND MANTENANCE OF TEMPORARY REGULATORY SGNS PROR TO OCCUPANCY. n -1. 1C11 CONSTRUCTON MANAGEMENT PLAN Scale: 1" = 3 NORTH PB. 1939, PG Scale 1 " - BULDNG c OPEN BURNNG OF TREES, LMBS, STUMPS, AND CONSTRUCTON DEBRS ASSOCATED WTH THS DEVELOPMENT S PROHBTED. 7. DURNG THE CONSTRUCTON PHASE, ADDTONAL EROSON AND SEDMENT CONTROLS MAY BE REQURED F THE PROPOSED MEASURES DO NOT CONTAN THE SEDMENT. SEDMENT LEAVNG THE PROPERTY S A VOLATON OF THE TOWNS EROSON AND SEDMENT CONTROL ORDNANCE. 8. DURNG THE CONSTRUCTON PHASE THE CONTRACTOR S TO NSPECT THE EROSON AND SEDMENT CONTROL DEVCES DALY, MAKE ANY NECESSARY REPARS OR ADJUSTMENTS TO THE DEVCES, AND MANTAN NSPECTON LOGS DOCUMENTNG THE DAllY NSPECTONS AND ANY NECESSARY REPARS. 9. PROR TO ANY LANE CLOSURES, T WLL BE NECESSARY TO CONTACT ERNE ROGERS AT , OF THE CHAPEL HLL ENGNEERNG DVSON, AT LEAST 5 WORKNG DAYS BEFORE THE PROPOSED WORK TO APPLY FOR A LANE CLOSURE PERMT. 1 O.NO NGHT WORK WLL BE PERMTTED. CONDTONS PROR TO SSUANCE OF A CERTFCATE OF OCCUPANCY 1. PROR TO SSUANCE OF THE CERTFCATE OF OCCUPANCY, THE APPLCANT SHALL CONSTRUCT THE PARKNG LOT AND DRVE ASLES TO TOWN STANDARD, DESGN SUBJECT TO TOWN MANAGER APPROVAL. 2. PROR TO THE SSUANCE OF THE CERTFCATE OF OCCUPANCY, THE APPLCANT SHALL PROVDE AT LEAST THE MNMUM REQURED HANDCAPPED PARKNG SPACES AND DESGN ALL HANDCAPPED PARKNG SPACES, RAMPS, AND CROSSWALKS, AND ASSOCATED NFRASTRUCTURE ACCORDNG TO AMERCANS WTH DSABLTES ACT STANDARDS, NORTH CAROLNA ACCESSBLTY CODES, AND TOWN STANDARD. CODE REQUREMENTS NCLUDE STANDARDS FOR THE NUMBER, SZE AND SPACNG OF HANDCAPPED SPACES, TRAVEL DSTANCE FROM PARKNG SPACES TO BULDNGS, RAMP AND SDEWALK SLOPE, CROSS-WALK STRPNG AND OTHER CONSDERATONS. 3. THE APPLCANT SHALL POST A CONSTRUCTON SGN THAT LSTS THE PROPERTY OWNERS REPRESENTATVE AND TELEPHONE NUMBER, THE CONTRACTORS REPRESENTATVE AND TELEPHONE NUMBER, AND A TELEPHONE NUMBER FOR REGULATORY NFORMATON, PROR TO THE COMMENCEMENT OF ANY LAND DSTURBNG ACTVTES. THE CONSTRUCTON SGN SHALL BE ACCORDANCE WTH SECTON (g) OF THE LAND USE MANAGEMENT ORDNANCE. 4. LANDSCAPNG SHALL ADHERE TO THE STANDARDS FOR SECTON (a-d) OF THE LAND USE MANAGEMENT ORDNANCE. 5. THERE S NO SPRNKLER REQUREMENT FOR THE PROPOSED 4, SF BULDNG. [p@lfd [N] [N] u!fd!uj Rl (f; if P rg!rllilal m ffi:l [p [p [lj (;; ffi:l SHEET NAME: CONSTRUCTON MANAGEMENT PLAN SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER: 4J4J@

14 l DRVEWAY CONNECTON N DOT RGHT OF WAY, WORK BY ARGUS PER KMLEY HORN CONSTRUCTON DRAWNGS APPROVED BY THE TOWN OF CHAPEL HLL AND NC DOT " l!!f1!! SF TRAL MAfKNG RE: 6C2 TYP SJOP SGN AT RkAD CROSSNG, TYP u > a5 1 E: NORTH MULT CbNEC:TOS PB. 1939, PG. 167 RELOCATED DU PROJECT AREA SCREEN SFORMER ARC = 7.6 R = CH BRG Ch = T = PN D54 RAMS PLAZA ASSOCATES DB 5277, PG 395 PB 57 PG 3 1 BKE LOCKER (SNGLE) 1 BKE LOOP RE: 5CBOO PN ACCESSBLE HANDCAP PARKNG RE: CONCRETE PAVNG RE:1C8 HC PARKNG DARD PARKNG LAYOUT RE:1C21 BORETENTON AREA -SEE SfJL.. C31 NEW CONCRETE SDEWALK RE:4C8 RE:6C8 STOP SGN AND STOP BAR PER MUTCD Kl MLEY uno" ()!f>;tr( DRAWNGS THE TOWN D NC GROUND FLOOR ELEVATON CALCULATONS LESS THAN 1 ALONG NORTH AND EASTERN SDES 2 ALONG SOUTH SDE 1 ALONG WESTERN SDE PN TARHEEL LODGNG LL DB 411, PG 523 PB, PG 126 USE: VACANT CAR DEALER PUBLC RGHT OF WAY AND ACCESS AND UTLTY EASEMENT v-t"" LANDSCAPE,,, :,,, STRPE CROSSWALK END OF WORK, FEATHER NEW PAVEMENT NTO EXSTNG ASPHALT PARALLEL PARKNG RE: 1C21 PROPOSED 27 SF SPACE WLL USE EXSTNG TRASH AND CARDBOARD AND MXED RECYCLNG FACLTES BULDNG A TREE GRATE, TYP, SEE SHEET C7 NEW CONCRETE SDEWALK RE:4C8,.... NEW SDEWALK CONNECTON RE:4C ,- -,,.-...,...,... STOP SGN AND STOP BAR PER MUTCD STND TYP. OF WORK, cc-"ru NEW NTO i:-t<:tr,.,., ASPHALT LEGEND s ou D TP GENERAL CONDTONS EXSTNG CONTOUR EXSTNG STORM LNE EXSTNG SANTARY SEWER LNE EXSTNG OVERHEAD UTLTY WRE EXSTNG TREE LNE PROPOSED LMTS OF DSTURBANCE TREE PROTECTON FENCE PROPOSED CONTOUR NET OUTBULDNG PROJECT AREA GROSS PROJECT AREA REQURED OUTDOOR AMENTY SPACE 2% OUTDOOR AMENTY SPACE PROVDED AMOUNT FOR PAYMENT N LEU 22,57 SF 24,263 SF 4,853 SF 5,445 SF NOT REQURED 2C2 OUTDOOR AMENTY CALCULATONS Scale: 1" = 4 1. THE OUTPARCEL DEVELOPMENT SHALL HAVE FULL AND CONTNUOUS ACCESS TO THE SOLD WASTE AND RECYCLNG FACLTES BEHND THE BULDNG TO THE EAST NDCATED AS BULDNG A. SHOULD THAT FACLTY BE UNAVALABLE DUE TO CONSTRUCTON OR REDEVELOPMENT, AN ALTERNATVE FACLTY ON THE RAMS PLAZA STE SHALL BE MADE AVALABLE. CONDTONS DURNG CONSTRUCTON 1. THE PROPERTY OWNER SHALL BE RESPONSBLE FOR PLACEMENT AND MANTENANCE OF TEMPORARY REGULATORY SGNS PROR TO OCCUPANCY. 2. OPEN BURNNG OF TREES, LMBS, STUMPS, AND CONSTRUCTON DEBRS ASSOCATED WTH THS DEVELOPMENT S PROHBTED. 3. DURNG THE CONSTRUCTON PHASE, ADDTONAL EROSON AND SEDMENT CONTROLS MAY BE REQURED F THE PROPOSED MEASURES DO NOT CONTAN THE SEDMENT. SEDMENT LEAVNG THE PROPERTY S A VOLATON OF THE TOWNS EROSON AND SEDMENT CONTROL ORDNANCE. THE APPLCANT SHALL NSPECT EROSON AND SEDMENT CONTROL DEVCES DALY, MAKE NECESSARY ADJUSTMENTS TO THE DEVCES AND MANTAN NSPECTON LOGS DOCUMENTNG NSPECTONS AND REPARS. 4. PROR TO ANY LANE CLOSURES, T WLL BE NECESSARY TO CONTACT ERNE ROGERS AT , OF THE CHAPEL HLL ENGNEERNG DVSON, AT LEAST 5 WORKNG DAYS BEFORE THE PROPOSED WORK TO APPLY FOR A LANE CLOSURE PERMT. 5. ALL REQURED FRE HYDRANTS MUST BE NSTALLED, ACTVE, AND ACCESSBLE FOR THE FRE DEPARTMENT USE PROR TO THE ARRVAL OF COMBUSTBLE MATERALS ON STE. FRE PROTECTON SYSTEMS SHALL BE NSTALLED ACCORDNG TO TOWN ORDNANCE, THE NC FRE CODE, AND NFPA EXSTNG MPROVEMENTS NOT DESGNATED FOR DEMOLTON (SDEWALKS, CURB & GUTTER, PAVEMENTS, TREES, PROPERTY CORNERS, ECT) WLL BE PROTECTED DURNG CONSTRUCTON. F DAMAGED BY THE CONTRACTOR, ANY DAMAGE WLL BE REPARED BY THE CONTRACTOR AT NO COST TO THE OWNER. 7. ALL DEMOLTON WORK S TO FOLLOW CHAPTER 14 OF THE NC FRE PREVENTON CODE. THE GENERAL CONTRACTOR MUST ASSGN ONE PERSON TO BE THE FRE PREVENTON PROGRAM SUPERNTENDENT WHO SHALL BE RESPONSBLE FOR ENFORCNG CHAPTER 14 OF THE NCFPC AND THE ON-SrrE FRE PREVENTON PROGRAM AND ENSURE THAT T S CARRED OUT THROUGH COMPLETON OF THE PROJECT. 8. DURNG CONSTRUCTON, FRE DEPARTMENT ACCESS MUST BE MANTANED AT ALL TMES. A 2D WDE GATE MUST BE PROVDED FOR VEHCULAR ACCESS NTO ANY FENCED AREAS. 9. CONFRM THAT SGNAGE ON THS PLAN CONFORMS TO FNAL CONSTRUCTON ROAD DRAWNGS BY KMLEY HORN APPROVED BY TOWN OF CHAPEL HLL AND NCDOT. CONDTONS PROR TO SSUANCE OF A CERTFCATE OF OCCUPANCY 1. PROR TO THE SSUANCE OF THE CERTFCATE OF OCCUPANCY, THE APPLCANT SHALL PROVDE THE MNMUM REQURED HANDCAPPED NFRASTRUCTURE ACCORDNG TO AMERCANS WTH DSABLTES ACT AND ASSOCATED CODES AND STANDARDS. 2. PROR TO SSUANCE OF A CERTFCATE OF OCCUPANCY, T WLL BE NECESSARY TO REPAR ALL DAMAGE FOR WORK N THE PUBC RGHT-OF-WAY, TO THE SATSFACTON OF THE TOWN, RELATED TO THE CONSTRUCTON OF THS PROJECT, WHCH MAY NCLUDE PAVEMENT MLLNG AND OVERLAY. 3. LANDSCAPNG SHALL ADHERE TO THE STANDARDS FOR SECTON (o-d) OF THE LAND USE MANAGEMENT ORDNANCE. 4. PROR TO CERTFCATE OF OCCUPANCY, THE APPLCANT S TO DSCUSS SAFETY CONSDERATONS WTH THE CHAPEL HLL POLCE DEPARTMENT REGARDNG: VSBLTY AND APPROPRATE TRMMNG OF LANDSCAPE MATERALS, LMTED ACCESS CONTROL NCLUDNG PROVSON OF LOCKS AND SAFETY STANDARDS, AND USE OF ALARMS AND CAMERAS AS APPROPRATE. 5. PROR TO SSUANCE OF A CERTFCATE OF OCCUPANCY, NC FRE CODE (SECTON REQURED ACCESS), VEHCLE ACCESS FOR FREFGHTNG SHALL BE PROVDED TO ALL CONSTRUCTON OR DEMOLTON STES NCLUDNG VEHCLE ACCESS TO WTHN 1 FEET OF TEMPORARY OR PERMANENT FRE DEPARTMENT CONNECTONS AND HYDRANTS. VEHCLES ACCESS SHALL BE PROVDED BY ETHER TEMPORARY OR PERMANENT ROADS CAPABLE OF SUPPORTNG VEHCLES LOADNG UNDER ALL WEATHER CONDTONS. 6. PROR TO SSUANCE OF A CERTFCATE OF OCCUPANCY, A SECURE KEY BOX MOUNTED ON THE ADDRESS SDE OF THE BULDNG NEAR THE MAN ENTRANCE, SHALL BE PROVDED TO ENSURE ADEQUATE ACCESS TO THE BULDNG BASED ON LFE SAFETY, AND OR FRE PROTECTON CODES. 1,2 SF OUTDOOR AMENTY SPACE ARC- 7.6 R CH BRG S " W Ch = T- J5.28 1, SF OUTDOOR AMENTY SPACE PN RAMS PLAZA ASSOCATES DB PG 395 PB 57 PG 3 18t,: PN ". " " 1 r-,>-1: $1 f CONSTRUCTON WASTE: SF OUTDOOR AMENTY SPACE 1. ALL EXSTNG STRUCTURES 5 SF AND LARGER N SZE SHALL BE ASSESSED PROR TO DEMOLTON TO ENSURE COMPLANCE WTH THE COUNTYS REGULATED RECYCLABLE MATERALS ORDNANCE (RRMO) AND TO ACCESS THE POTENTAL FOR DECONSTRUCTON ANDOR THE RE-USE OF SALVAGEABLE MATERALS. 2. BY ORANGE COUNTY ORDNANCE, CLEAN WOOD WASTE, SCRAP METAL, AND CORRUGATED CARDBOARD PRESENT N CONSTRUCTON OR DEMOLTON WASTE MUST BE RECYCLED. 3. BY ORANGE COUNTY ORDNANCE, ALL HAULERS OF MXED CONSTRUCTON AND DEMOLTON WASTE THAT NCLUDES ANY REGULATED RECYCLABLE MATERALS SHALL BE LCENSED BY ORANGE COUNTY. 4. PROR TO AND DEMOLTON OR CONSTRUCTON ACTVTY ON THE STE, THE APPLCANT SHALL HOLD A PRE-DEMOLTON PRE-CONSTRUCTON CONFERENCE WTH THE SOLD WASTE STAFF. THS MAY BE THE SAME PRE -CONSTRUCTON MEETNG HELD WTH OTHER DEVELOPMENT ENFORCEMENT OFFCALS. 5. THE PRESENCE OF ANY ASBESTOS CONTANNG MATERALS ("ACM") ANDOR OTHER HAZARDOUS MATERALS N CONSTRUCTON AND DEMOLTON WASTE SHALL BE HANDLED N ACCORDANCE WTH ANY AND ALL LOCAL, STATE, AND FEDERAL REGULATONS AND GUDELNES. March 31, 215 Ton ol Chapel Hill 45 Martin Luther King. Jr Blvd. Chapel Hill, NC )$( ARGUS PEVLOPMCMT GAGJP Re: Proposed Rams Plaa Outpmcel Building (Projsct ) Rams Plaa Chapel Hill, NC Gentlemen, As oner of Rams Plaa, this letter shall serve as acknoledgement and agreement that the future 2,7 square feet building shon on the attached plan ill share the trash, cardboard, anct mixed recycling facili!les ith other Rams Plaa occupants in the area behind Buikling A indicl!ted on the attached plan. Please do not hesitate to contact us should you have any questions. TedS. Barnes Rams Plaa Associates LLC :: :J ti t: <(. () (j) :i (9 ;:: :J (j) :5 Cl oc Ci C rld fee T" Jee Tlh JmRA. 111 West Main Street Durham, N.C p f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C-14 FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC PN Oner: Rams Plaa Associates LLC OO@u ulrlm ud@oo rf u WJ RlRaJ n WJWJ[J flll rnj SHEET NAME: STE PLAN El""l!!iiaiiiie*!J"--iilf--!iiiiijiiiiijiiiiij.. "==="" :li!! --1 iiiiij_ iiiiiiiiiiiiiiiiii 1C2 STE PLAN Scale: 1" = 3 LAND DSTURBANCE CALCULATONS Scale 1" - 3 LAND DSTURBANCE WTHN THE OUTPARCEL STE: LAND DSTURBANCE N THE RGHT OF WAY RELATED TO THE CONNECTOR DRVE AND NEW ENTRY CONSTRUCTON: 2,234 SF 38,15 SF 6C2 USE WHTE THERMO PLASTC PANT TO MARK BKE LANES SHARED LANE MARKNG 7. PREMSE DENTFCATON: PROR TO SSUANCE OF A CERTFCATE OF OCCUPANCY, APPROVED BULDNG ADDRESS NUMBERS ARE REQURED TO BE PLACED ON THE BULDNG N AN ACCEPTABLE POSTON TO THE FRE CODE OFFCAL 8. OWNER WLL PROVDE A CONCRETE SDEWALK CONNECTON FROM THE MULT-MODAL PATH TO THE BUS STOP LOCATON ON FORDHAM BLVD. 3C2 SPECAL CONDTONS 2:98 OA:o: la;t-soutriva-fh, Sun<> 23 Ct1Arttn::. NC 2$2$ ( SS4$ r". (14) S7-3S ta l!v.y!.lu.rj.lll.$ll.j;j!.<.b.qj?.mji;.!>jj:l.b.q.!jr,&!:i.!ll. "" " ""... _,... "" ""... "... " "...,. 5C2 SHARED TRASH FACLTY DOCUMENT SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER:

15 LEGEND EXSTNG CONTOUR --- s ---- EXSTNG STORM LNE -ss---ss OU- EXSTNG SANTARY SEWER LNE EXSTNG OVERHEAD UTLTY WRE EXSTNG TREE LNE, D PROPOSED LMTS OF DSTURBANCE --- TP TREE PROTECTON FENCE 275 PROPOSED CONTOUR i PN TARHEEL LODGNG LL DB 411, PG 523 PB, PG 126 USE1 VACANT CAR DEALER 1. ALL ANGLES ARE 9 DEGREES UNLESS OTHERWSE NOTED. 2. DMENSONS TO BULDNG WALL ARE TO FACE OF WALL AT FiNSH GRADE. ALL DMENSONS TO CURB ARE TO FACE OF CURB UNLESS OTHERWSE NOTED. 3. PAVEMENT STRPNG ON-STE SHALL BE WHTE TRAFFC GRADE PANT MANUFACTURED EXPRESSLY FOR MARKNG PAVEMENTS. () West Main Street Durham, N.C p f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C-14 2 >!--_1 QJ > 1- Qlf J -L CJ., ". Q).., l. ) u_ m,(f) 1C21 i! i i > 1 _ (Y). >j -- J 1<:( -- <:( ::r-,_,!" o Cr: 2J Lj_J ", i.. J i LAYOUT PLAN Scale: 1" = 3 (,l, s ARC = 7.6 R = CH BRG S 14"1824" W Ch = T = TOWN OF CHAPEL ACCESS EASEMENT PN RAMS PLAZA ASSOCATES LLC. DB 5277, PG 395 PB 57 PG 3 PN j_:_f----:; 1-::J... NORTH PB. 1939, PG. 167 f. Scale 3 e 1" - 3 BULDNG A 6 H - ::.. f, BULDNG NOTE: ALL BULDNGS ARE EXSTNG. NO ADDTONAL BULDNG SQUARE FOOTAGE S PROPOSED N THS PROJECT. -, 4. GRADE PANT MANUFACTURED EXPRESSLY FOR MARKNG PAVEMENTS. 5. LAYOUT MPROVEMENTS FOR THE ARCHTECTS REVEW PROR TO BEGNNNG CONSTRUCTON. 6. REFER TO ARCHTECTURAL DRAWNGS FOR BULDNG DMENSONS. 7. HANDCAPPED PARKNG SPACES SHALL BE SGNED WTH TYPE R7-8 OR R7-8a RESERVED PARKNG SGN, AND WTH R7-8d MAXMUM FNE SGN PER GS OF THE NORTH CAROLNA STATE HANDCAP CODE. 8. CONTACT TOWN OF CHAPEL HLL ENGNEERNG NSPECTOR FOR CONSULTATON PROR TO ANY WORK N THE ROAD RGHT-OF-WAY. 9. ALL HANDCAP RAMPS SHALL BE BULT TO TOWN OF CHAPEL HLL STANDARD. 1. PARKNG - 1 ACCESSBLE SPACE REQURED PER 25 SPACES, AND 1 SPACE PER 6 COMPLANT ACCESSBLE SPACES SHALL BE VAN ACCESSBLE. NO SLOPES EXCEEDNG 1.8% N ANY DRECTON. SGNAGE PER NC REQUREMENTS AND CC A , 29 ED. 11. CURB CUTS AND ACCESSBLE ROUTES PER NC CC A 117.1, 29 ED. CROSS SLOPE LMTED TO 1.8%, CALL FOR NSPECTON BEFORE PLACEMENT OF CONCRETE. 12. SDEWALK HAVE BEEN DESGNED TO HAVE SLOPES UNDER 4.8%. F CONTRACTOR DETERMNES ANY SECTON AS >5%, CONTACT ENGNEER PROR TO NSTALLATON. 13. PARKNG LAYOUT S 9 UNLESS OTHERWSE NDCATED. 2C21 LAYOUT NOTES FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC PN Oner: Rams Plaa Associates LLC F!l@u QD[Q) u irj QD f!rl!ral ll5) 1J!Rl t 11 [p)!rl!ral n [p)[p)[ld li!nl SHEET NAME: LAYOUT PLAN SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER:

16 7 s LEGEND EXSTNG CONTOUR s EXSTNG STORM LNE -ss- ss- EXSTNG SANTARY SEWER LNE --- ou---.. D--- EXSTNG OVERHEAD UTLTY WRE EXSTNG TREE LNE PROPOSED LMTS OF DSTURBANCE ---TP TREE PROTECTON FENCE PROPOSED CONTOl." TYPE A FRONTAGE NTEF<NAL TYPE B FRONTAGE ON FORDHAM BLVD PN TARHEEL LODGNG LL DB 411, PG 523 PB, PG 126 USE: VACANT CAR DEALER LENGTH: WEST SDE 24 LF EAST SDE 224 LF CONNECTOR REQUREMENT PROVDED DRVE 75 LF BULDNG SETBACK: MN 5 -MAX 1 18 BULDNG FACADE N BULD-TO-ZONE MN 8% % MAXMUM BULDNG HT 7 STORES, 9 1 STORY PRNCPAL ENTRANCE MUST FACE STREET SDEWALK MN 1 WDTH YES 1 NO BULDNGS PROVDED NA NA NA % 1 STORY NO 1 o LENGTH: 29 LF REQUREMENT BULDNG SETBACK: MN 5 -MAX 85 BULDNG FACADE N BULD-TO-ZONE MN 6% MAXMUM BULDNG HT 7 STORES, 9 PRNCPAL ENTRANCE MUST FACE STREET SDEWALK MN 8 WDTH PROVDED 8 21% STORY YES 8 (:J [( UJ UJ Ci UJ 111 West Main Street Durham, N.C p f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHT:CCTS LCENSE NO C-1 4 ; {,,, _.. ; :: ARC = 7.6 R = ll CH BRG S 14"182Ji W Ch = ii T = f 278 LF TYPE B FRONTAGE :r PN RAMS PLAZA ASSOCATES,. Jj DB 5277, PG 395 PB 57 PG 3 1.,.. ; " 121 "ll!! ; future 2, 7 sf building NTERNAL DRVE NORTH 224 LF TYPE A FRONTAGE BULDNG A TREE PLANTNG ZONE TREE SPACNG PARKNG MN 8 WDTH AVG 4 O.C. MAX. 2 BAYS 2C21 NA NA 1 BAY! AT ,--..j SDEWALK GREEN (1 MN.) ZONE 8 WDTH AVG 4 O.C. 1 BAY CANOPY TREES 16 O.C. VEHCLE TRAVEL ZONE SECTON 1 - TYPE A FRONTAGE Scale: 1" = 1 3C21 SDEWALK (1 MN.) GREEN ZONE CANOPY TREES AT 22 O.C. VEHCLE TRAVEL ZONE 8 WDTH AVG 25 O.C. NONE 41.5 ACCESS EASEMENT VEHCLE TURN LANE , VEHCLE TRAVEL ZONE TREE PLANTNG ZONE TREE SPACNG PARKNG GREEN ZONE --h ri VEHCLE TRAVEL ZONE SECTON 2 - TYPE B FRONTAGE Scale: 1"=1 TREES AT g o.c ACCESS EASEMENT GREEN ZONE SDEWALK VEHCLE PARKNG MN 8 WDTH AVG 4 O.C. MAX. 2 BAYS 8 3 o.c. 1 BAY FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC PN Oner: Rams Plaa Associates LLC [N]@tr llll [f@[ri lnl tr m1llll tr a lnl RaJ!Ralnu u«; uu Nl SHEET u!rlu«;u STREETSCAPE PLAN rl 1C21 STREETSCAPE PLAN Scale: 1" = 3 NORTH PB. 1939, PG. 167 Scale 1" = 3 4C21 GREEN ZONE -" J J SDEWALK VEHCLE VEHCLE VEHCLE VEHCLE SDEWALK PARKNG TRAVEL TRAVEL PARKNG ZONE ZONE SECTON 3 - TYPE A FRONTAGE Scale: 1" = 1 PLANTED AREA SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER:

17 LEGEND EXSTNG CONTOUR NOTE: GRADNG SfOWN ON CURB ALONG RE:ALGNE:O DRVES S BASED ON PLANS FOR ROADS BY OTHER$. CONTRACTOR SHALL REPORT ANY DSCREPANCES N PROPOSED GRADNG PROR TO BEGNNNG CONSTRUCTON. ADDTONAL COMPENSATON WLL BE PROVDED FOR WORK THAT MUST B REDONE OR CHANGED AS A RESULT OF GRADNG CONTOURS F NOTFCA TON S NOT GVEN PROR TO BEGNNNG CONSTRUCTON. 1. ALL DMENSON$ AND GRADES SHOWN ON THE PLANS SHALL BE FELD VERFED BY THE CONTRACTOR PROR TO CONSTRUCTON. CONTRACTOR SHALL NOTFY THE OWNER F ANY DSCREPANCES EXST PROR TO PROCE DNG WTH CONSTRUCTON FOR NECESSARY PLAN OR GRAD CHANGES. NO EXTRA COMPENSATON SHALL BE PAD TO THE CONTRACTOR FOR ANY WORK DON DUE TO DMENSONS OR GRADES SHOWN NCORRECTLY ON THESE PLANS F SUCH NOTFCATON HAS NOT BEEN GVEN. 2. ALL CONSTRUCTON SHALL BE N ACCORDANCE WTH THE TOWN OF CHAPEL HLL AND NCDOT STANDARDS ANO SPECFCATONS. ---ss ss D TP EXSTNG STORM LNE EXSTNG SANTARY SEWER LNE EXSTNG OVERHEAD UTLTY WRE EXSTNG TREE LNE PROPOSED LMTS OF DSTURBANCE TREE PROTECTON FENCE PROPOSLD CONTOUR 1. ALL STORM DRANAGE PPES SHOWN ARE TO BE CLASS ll RENFORCED CONCRETE (RCP) UNLESS NOTED OTHERWSE. 2. ALL CONCRETE SHALL MEET A MNMUM 3, PS COMPRESSVE STRENGTH. (C(Q)it[J J TmRA. i OF DSTURBANCE OUTPARCEL PROJECT (TYP.) PROPOSED STORM DRAN (TYP.) CURB NLET RE: 5C3 END SECTON PPE AS SHOWN END SECTON ( () {] p: ul.}_!nv v v ; 1 APRON 5C4) < d,j FES j " J " l :vi,, <)V 1-,..,:vi ARC = 7. qp"t-g R = 242,yB CH BRG " W Ch = ( T = 35.28, FFE74.6 ":vi c,< DROP NLET RE: 4C3 (TYP.) M CH BULDNG A GRATE !Nil OUT STORM (TYP.) 3. CONTRACTOR SHALL NOTFY "NORTH CAROLNA ON CALL" ( ) AT LEAST 48 HOURS PROR TO 8EGNNNG CONSTRUCTON OR EXCAVATON TO HAVE EXSTNG UTLTES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTLTES THAT PROVDE THER OWN LOCATOR SERVCES NDEPENDENT OF "NORTH CAROLNA ONE CALL". 4. PROR TO BEGNNNG CONSTRUCTON, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTON CONFERENCE WTH THE TOWN OF CHAPEL HLL NSPECTONS DEPARTMENT (919) , AND A REPRESENTATVE: OF THE OWNER. 5. CONSTRUCTON, MANTENANCE AND REMOVAL OF ALL EROSON CONTROL DEVCES ARE THE RESPONSBLTY OF THE GENERAL CONTRACTOR. 6. EXSTNG UTLTES AND STRUCTURES SHOWN, 8TH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FELD SURVEY AND THE BEST AVALABLE R CORD DRAWNGS. TH CONTRACTOR SHALL VERFY FELD CONDmONS PROR TO BEGNNNG RELATED CONSTRUCTON. ANY DSCREPANCES SHALL B REPORTED TO THE OWNERS REPR S NTATV MMEDATELY. 7. SOL UNDER BULDNGS, PAVED AREAS AND WTHN SLOPES STEEPER THAN 3:1 (H:V) SHALL BE APPROVED, PLACED AND COMPACTED A) RECOMMENDED BY THE GEOTECHNCAL ENGNEER. THESE SOLS SHALL fie COMPACTED TO THE STANDARD PROCTOR MAXMUM DRY DENSTY UNLESS OTHERWSE RECOMMENDED BY THE GEOTECHNCAL ENGNEER. 8. ALL BANKS, SWALES AND FLL SLOPES SHALL BE NO STEEPER THAN 2.5:1 MAXMUM. CUT SLOPES SHALL fie NO STEEPER THAN 2:1. 9. ALL GRADNG MUST PRODUCE SURFACE DRANAGE ADEQUATE TO PREVENT STANDNG WATER OR WET LAWN AREAS, AND TO ENSURE THAT ALL STORM WATER FLOWS TO NLETS OR OTHER PONTS OF DSCHARGE. v PLAN Wllll GRATE & FAt.E: lle»>ved SECTON X-X :2" W Ef JLES HTAL).".. 3. ALL STORM DRANAGE CONSTRUCTON SHALL BE N ACCORDANCE WTH THE TOWN OF CHAP L HLL AND NCDOT STANDARDS. 4. ALL CONCRETE SHALL MEET A MNMUM 3 PS COMPRESSVE STRENGTH. 5. ALL PPE N STORM DRAN STRUCTURES SHALL BE STRUCK EVEN WTH NSDE WALL. 6. ALL PPE JONTS SHALL BE MADE WTH PREFORMED JONT SEALER, WHCH CONFORMS TO MSHTO SPECFCATON M-198 FOR TYPE B FLEXBLE PLASTC GASKETS UNLESS OTHERWSE NOTED. 7. THE NTEROR SURFACES OF ALL STORM DRANAGE STRUCTURES SHALL BE PONTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USNG MORTAR MXED TO MANUFACTURER$ SPECFCATONS. 8. ALL YCKFLL SHALL BE NON-PLASTC N NATURE, FREE FROM ROOTS, VEGETATON MATTER, WASTE CONSTRUCTON MATERAL OR OTHER 8JECTONABL MATERAL. SAD MATERAL SHALL BE CAPABLE OF BENG COMPACTED BY MECHANCAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR 8EHAVE N A PLASTC MANNER UNDER THE TAMPNG BLOWS OR PROOF ROLLNG. 9. MATERALS DEEMED BY THE OWNERS REPRESENTATVE AS UNSUTABLE FOR BACKFLL PURPOSES SHALL EJE REMOVED Nc ileplaced WTH SUTABLE MATERAL. 1. BACKFLLNG OF TRENCHES SHALL BE ACCOMPLSHED MMEDATELY AFTER PPE S LAD, THE FLL AROUND THE PPE SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXMUM DRY DENSTY 8TANABLE WTH THE STANDARD PROCTOR TEST. THE TOP EGHT (B) NCHES SHALL fie COMPACTED TO 1% STANDARD PROCTOR, 11. UNDER NO CRCUMSTANCES SHALL WATER BE ALLOWED TO RSE N UN8ACKFLLED TRENCHES AFTER PPE HAS BEEN PLACED. STORM DRANAGE NOTES fods ALL OfiOP M.ETS OER S G" < O:Pm ltil STJ:PS 12 Oil CEiiTal. USE STePS W»lCH COP! WTtl STtl. OAAOtNG $4(1.86. (ll>tj:mw. Wrnff!WGTOO - OONOUTHlt: l()tm :2" l<nwa! Oil lwl ilowe;ls AT 1:;!" CENTERS AS Dtr::cnD S! le NGNH. USE f<lujs FOil ll!e CONSTliCfiOO OF TilE &OTON S!.AB. lf AlFilCl CMCM<t PJP ls stt N!OTTJY Sl.AB or BOX, ADD TO SLAB l!j SH)qj (N STD. NO. a4.. CONsTRUCT llltfl MPE CflONS TCHMl. &E STA!WO!JR11l11NdiH.25 FOR ATTACEJ OF fllaes AN) GiVHS M1r S(Mt{. l!st<ll 2 W EPHl S S Dlfii:CTW av lltf E<Cnm;oR. NSTALL STCfiE DllllNJ., OF A NllilltiU (F 1 COB!(; FOOT OF. 1$1,1 STOOE ln " POROUS FSR:lC BNl OB liiw>, AT EAe!l F HOLE QR 1$ OR(Ol[O SV me E!{JNEER. OMWlliG OT TO 5-GALE r,.. -"- (,. J.A)(. PlPE THlS SlOE - 18" "r DOWEL ;;: (5 111 West Main Street Durham, N.C p f ,5646.cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C-14 FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC PN Oner: Rams Plaa Associates LLC SHEET 1 OF SHET i OF i SEE NOTE: FOR NLETS Yl4, Yl5, AND Yl6, NSTALL 18" BY 18" GRAT 5 WTH NARROW OPENNGS FOR PEDESTRAN TRAFFC. CONTRACTOR SHALL SUBMT SHOP DRAWNGS FOR REVEW AND APPROVAL TE. HEET 1 OF TOP HEAHON, " -- ll,. :r- X Ejj t..,,.. ltjeas ao" TO 36" flp[ ls USEO " - A _@ ± ,.... :-: lltleae 2" T(l 64" PPE ls USED SEE NOTE llener.o,l NOT USf CLASS C<liiCJ S llirojgout, PROVlDO ALL CAlOO 61Ul!NS OYER 3 1.<" n; PETN WHH 3TEP.S 12" ON CERTU, USE STEP$!iiJtCH CPLV WlTJ STD. ORWlN<l rgnamm :;.p=: 2 V, OR N SM OOV!j;LS AT USE FOOS FOR THE CONSTAUCTO OF THE 9TTOO SL.AJ>. F RE!NFO!eEO CONCAn PPE U SET lrl, li{ttow SlAB (!F!lOX, A!Hl TQ SlAB AS SH()W on STD, llq. a-1.. G" :<: lisel TYPE "E", "F" AND "G" GRATES UNLESS OT!(f!WlSE!NO!C.O.T!>. FOR 6 " ln HUal!T ES$ US 11" PLS AO BOTTO SlAS. OV!:H 8-(1" fo 1$ -" JN HSGHT USE S!tAUS AND BOTTO SL11. ADJUST OUATHES ACCOAJNGLY. CONSTRJ(;T i<lth PPE CR()WljS OAT<:HrOO. l. :; -..,. - llfon J J -.., :. l1-jje 3" TO 6" PP 1$ USO ,. TP l.levatlon STEFS STfl. NO.!1. _.JT.,!-i > <.o : j f SECTON M M " Sli!oH 1 OF [N]@r [UJ[Q) [p@ [N] ir [Rl [ljj ir [N] f frl [t 11 m 1r frl n «; 1r [p) frl [t 11 n FJ[p)[LJ «; 1r n 1M SHEET NAME: GRADNG & DRANAGE PLAN SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAVvo" BY: WLR, PBR. MTC, 1C3 GRADNG & DRANAGE PLAN Scale: 1" = 3 NORTH PB. 1939, PG Scale 1 " = SHEET NUMBER:

18 ARD SURFACE AREA PERMETER BORETENTON ARD (SUFAL:E ARD 724 SF}. CONTRACTOR SHALL NSTALL MEDA N HATCHED AREA.!, <! 6" PERFORATED S PVC UNOERDRAN AT MN. NOTE: 8RETENTON ARD OUTLET STRUCTURE S TO BE ONE -PECE PRECAST CONCRETE STRUCTURE CH,5% SLOPE 6" SOLD PVC UP- TURNED PPE i oo o o oj {[ u oo o :">C"O"O_._ D J 6" SOLD UP- TURNED PPE. ELEV NSTALL OVERSZE_ HOLE N STRUCTURE AND GROUT PPE N PLACE AT PROPER ELEVATON PRECAST CONCRETE WTH M!WiiOLE ACCESS SECURED TO OUTLET STRUCTURE < -,,. «" <-.. <... <. "! - -.J ;.; -_.. _j - <.-., (. )!x4 NSDE PRECAST CONCRETE STRUCUTRE,,, -.. <.. 3 <.-,< -,,.,." -< WDE x 4" HT. OPENNGS (ALL 4 SDES}, ELEV 269,93 2-8" Of PPES NV UP NV ON LF@ 1.11% TOP (SURFACE ARD} OF BORETENTON AREA ELEV " MN. FLL SOL----:-c- MEDA ELEV NTERNAL WATER STORAGE ELEV :: ill ill C«JJUJ 1tre[J Jrere T JmrePA 111 West Main Street Durham, N.C p 919, f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C-14 SURFACE. ELEV ELBC>W NTERNAL WATER-, SURFACE, ELEV BORETENT SOL MEDA 6" SOLD WALL scrr---" PVC. "..... ". <. -,,. ;: : ,8.j. t... _,...,.,,. (NSDE) PRECAST CONCRETE STRUCUTRE - 8" 1 OUTLET PPES BOTTOM OF BORETENTON AREA LEV NSTALL GEOTEXTLE FABRC N THE BOTTOM AND ON THE SDES OF 4 _ 35,± "PARATON THE BORETENTON "" CELLEXCAVATON shr ELEV 2:o::Lv_j AND VtlJ.otHf:orroM 6" PERFORATED SCHEDULE 4 PVC UNDERDRAN AT.5% MN. SLOPE FACLTY RENOVATON FOR 3 OUTLET STRUCTURE Scale: NTS * 3C31 BORETENTON AREA SOL SECTON Scale: NTS RAMS PLAZA OUTPARCEL REDEVELOPMENT rccwc!iete FLUME NLET (RE.5C31} MAX. SLOPE LNE BOTTOM AMO--- SDES OF EXCAVATON WTH GEOTEXTLE FABRC NTERNAL WATER STO,QGio,-; LEV SOL MEDA BOTTOM EXCAVATOhJ ELEV " UNDRDR41NJ ; -:.-.,.. r1nn-r WATER SURFACE 27.5 r(1-yr WATER SURFACE 27.2 rwater QUALTY LEV SURFACE ELEV SEPARATON ruf - TLRNioD SOLD PVC PPE FOR WS, LEV _L"!SHWT ELEV 26.i: 3:1 SLOPE 2-8" Dl D>D>CC..!NV UP NV ON LF@ 1.11% TE OUTLET PPES PROPOSED CURB NLET (STR 57}. SEE EPHESUS-FORHAM TRANSPORTATON MPROVEMENT PLANS (BY OTHERS). LEV EXTEND FLUME BOTTOM OF SCOUR HOLE PREFROMED SCiJURcJ HOLE (RE: 7 CJO } BOTTOM ELEV CONCRETE FLUU -; (SEE SECTON B-B) SECUON A-A 4 REBA REBAR CENTERED FLUME (TYP) j " RAO. 3" RAD AND GUTTER PAVEMENT REBAR CENTERED CURB. EXTEND APPROXMATELY 1 ON DCH SlOE OF FLUME PS CONCRETE FLUME BRASS PLUG W RECESSED NUT UNDERDRAN CLEAN-OUT ( 8" ABOVE SOD) -_4 SOLD SCH, 4 PVC SCH. 4 PVC SOLVENT WELD LONG SWEEP WYE 6" PERFORATED SCH. 4 PVC 1728 Fordham Boulevard Chapel Hill, NC PN Oner: Rams Plaa AssoC"iates LLC BORETENTON AREA SECTON VEW.., Scale: NTS * 5C31 r CONCRETE FLUME Scale: NTS 9 BEN. (TYP} 5-#4 BARS SPACED EQUALLY AS SHOWN $ECUON REBAR CENTERED N FLUME (TYP} 6C31 UNDERDRAN CLEAN OUT "* Scale: NTS CONCRETE FLUME -.v " --*TOP U:!!v.GTH 1 _"*-- -.v -.v (SEE Pt:ANS} BORETENTON ARD -1.1 "" -.! ""---- NLET "" " L r J--- PREFORM,-..-- "" + SCOUR HOr:-- "" "- "- LNE WTH 18" THCK (MN.) CLASS B RP RAP 7C31 2:1 SLOP{ PLAN VEW SECTON A-A RP RAP SCOUR HOLE Scale: NTS OTT OM ELEV LNE BOTTOM AND SDES OF SCOUR HOLE WTH FLTER FABRC BORETENTON AREA ELEV NOTES: 1. ENSURE THAT THE SCOUR HOLE S FLUSH WTH THE SURFACE OF THE BORETEN1JON AREA. 2. ENSURE THAT THE RP RAP CONSSTS OF A WELL-GRADED MXTURE OF STONE SMA!.LER-SZE RP RAP STONES SHOULD BE USED TO FLL VOD BETWEEN LARGER STONES. 3. ClEAR THE AREA OF All CONSTRUCTON DEBRS AND CHECK THE EXT AREAS FOR ANY POTENTAL OBSTRUCTONS THAT COUlD PROMOTE CHANNELZED FLOW. ZELKOVA SPECFED SHEET Qty Sym Botanic 1 CA Callicarpa americana 9 CS Comus sericea 22 [p Echinacea purpurea 77 GL Gaura HP Hypericum prolificum o l-k_x_g_l-ab_r_a Common Name installation Sie Spacing NOTES: 1. ALL SEDMENT AND EROSON CONmOL PRACnC S SHALL BE N PlACE AND THE SLOPES DRANNG TO THE BORETEtmON AREA SHALL BE STABLZED 8 FOR CONSTRUCllON OF THE 8RDENTfON AR&1 BEGNS. ALL UPHLL ARDS DRANNG American Beautyberry 3 gal 5 o.c. TO THE BORETENnON AREA NCLUDNG PARKNG AND BUWJNGS MUST BE STABLZED AND PAVED PROR TO BEGNNNG CONSTRUCTON OF THE 8RETENTON ARPA. 2. THE BOR T NTON SOL MX SHALL Bt: M1 L AST 36" DEEP AND SHALL 8 A MX THAT MEETS THE FOLLOWNG Red-ossier Dogood 3 gal 5 o.c. SPECFJCAnONS: - 85% - 88% (BY VOLUME) ASTM C-33 SAND Purple Conefloer qt 2 o.c. - 8% - 12% (BY VOLUME) FNES (NCLUDES BOTH SLTS AND ClAYS) - 3% - 5% (BY VOLUME) ORGANCPEAT MOSS (NOTE: THE ORGANC MATERAL SHALL 8 WELL MXED OR iayereo JN Gaura gal 2 o.c. THE UPPER 18" OF THE SOL MX.) - THE N-PLACE HYDRAULC CONDUCnvrrt RANGE OF THE SOL MX SHALL 8 BETWEEN NCHESHOUR. THE MEDA SHOULD BE TESTED TO DCTERMN THE ACTUAL DRANAGE RAT AFTER PlACEMENT - THE SOL MX SHALL HAVE A P-NOEX RANGE 8 7W N to AND 25 Shrubby St. Johnsort 3 gal 4 o.c. - SOL MEDA SHOULD BE SENT TO NC DEPA!iTMENT OF AGRCULTURE labs TO BE ANAL Y2ED m_kb_e_r_ry 1 q_t 5 o c_----- J. SOD THAT S NSTALLED MUST NOT BE GROWN N SOL THAT HAS AN MPERMEABLE la!fr, SUCH AS ClAY P u_uc_i_um P_a_N a_r_u_m Y_e_ll_o A_n_l_e_s 3 g_a_l a_s_s_h_o n 3 R ris virginiana ris 1 gal 2 o.c. 5 V lex verticillata Winterberry 5 gal 5 o.c. Q 32 PAN Panicum virgatum Sitchgrass 1 qt 4-5 o.c. BORETENTON AREA PLANTNG NOTES: 1, TREES ARE TO BE NSTALLED AT A MNMUM OF 5 FROM PPE LOCATONS. 2. NO TREES OR SHRUBS TO BE PLANTED AT THE NFLOW LOCATONS. 3. COVER EN77RE PLANTED AREA WTH 3" THCK LAYER OF SHREDDED HARDWOOD 4. MULCH (2" MNMUM, 4" MAXMUM} UNLESS SPECFED TO BE LAWN. "G<JROUS ALL PLANT MATERAL S TO HAVE WELL DEVELOPED BRANCHES AND A " ROOT SYSTEM, AND BE FREE FROM PHYSCAL DEFECTS, PLANT DSEASES, AND NSECT PESTS. 5. TREES AND SHRUBS ARE TO BE PLANTED PER THE NSTALLATON DETALS ON SHEET C7, EXCEPT THAT TREES DO NOT NEED A WATERNG RNG. 4. THE FLL SOL MEDA SHALL 8 FREE OF STONES, STUMPS, ROOTS, OR SMLAR OBJECTS LARGER THAN l : SOL SHALL BE PLACED N layers LESS THAN ALL SLOPES DRANNG TO THE 8RETENTON AREA SHALL BE STABilJZC:O PROR TO NSTALlATON OF THE UNDERDRAN SYSTEM. 6, THE 8RETENTON A!i!A MUS BE COMPLf:rE PROR TO OBTANNG C.O. 7. CONTRACTOR TO PROVDE ELFYAnONS AT THE TOP OF THE MULCH, TOP OF PLANnNG SOL MED. TOP OF THE SAND LA1:R, TOP OF GRA. L, AND BOTTOM OF 8RETENr!ON AREA TO THE ENGNEER. CONrRACTOR SHALL PROVDE SPACNG OF UNDERDRAN PPNG TO THE: ENGNEER. F n-ls NFORMAnON S NOT PROVDED, CONTRACTOR SHALL VERFY ELEVATONS BY EXCAVAnNG DOWN TO EACH LAYER AND REPAR 8RETENTON AR 4 AT NO ADD!TONAL COST TO THE OWNER, 8. CONTRACTOR TO CONDUCT N-PlACE NFLTRAnON TESTNG ON THE SOL MEDA. THE NRLTRAT!ON RATE MUST BE BETWEEN 1-2 NHR. DOUBLE RNG lnrltratjon TESTS (MNMUM OF 2 TESTS OR t TEST1 SF OF F!Lrt:R MEDA SURFACE AREA, WHCHEVER S GREATER) SHAll. BE PERFORMED AT THE COMPLETON OF THE BfORETENnON AREA CONSTRucnoN, F THE N-PlACE NFLTRAnON RATE S OUTSDE OF THE ALLOWABLE RANG. THE CONTRACTOR SHALL CORRECT TH RATE BY WHATEVER MEANS ARE NECESSARY AT NO ADD!TONAL COST TO THE OWNER. A COPY OF THE TEST RESULTS SHALL BE PROVDED TO THE ENGNEER. 9. CONTRACTOR SHALL PROVDE A COPY OF THE PURCHASE RECEPTS FOR ALL PPE NSTALLED AS PART OF THE BORET NTfON AREA THE RECEPTS SHOULD DENTFY THE ASTM SPECFCATON GOVERNNG THE MANUFACTURE OF THE PP 1. AVOD OVER-COMPACTON BY ALLOWNG TME FOR NATURAL COMPACTON AND SET7l. M NT. NO ADDmONAL MANUAL COMPACTON OF SOL S NECESSARY. RAKE SOL MATERiAL AS NEEDED TO L V L OUT. OVERFLL ABOVE THE PROPOSED SURFACE NVERT TO ACCOMMODATE NATURAL SETTLEMENT TO PROPER GRAD DEPENDfNG UPON THE SOL MATERAL, UP TO 2% NATURAL COMPACnON MAY OCCUR. CONSULT WTH SOL PROVDER FOR NATURAL COMPACTON. 11. A COPY OF THE USDA SOL ANALYSS MUST BE PROVDED TO THE ENGNEER FOR REVEW AND APPROVAL PROR TO ORDERNG AND NSTALliNG THE RLTER MEDA. 9C31 BORETENTON AREA NOTES Scale: NTS!Nl tr u[lll!ql!f!ri!nl tr!ri[lll tr!nl rf1al [) 11!Rl 11!P!Rl rf1al n ffi:l [P [P [lj SHEET NAME: STORMWATER PLAN SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER:

19 ; ROUT SLT OV R PP[ VJLt GHA E o,o 8C-!NV N!NV!N!NV N R : ARC= 7.6 R = CH BRG S " Ch = T = PN : TARHEEL LODGNG Ll 8 411, PG 523 PB, PG 126 USE: VACANT CAR DEALER future 2,7 St bf!ilding BULDNG A GRATF 276.5!NV OUT 272 7!, X LEGEND -... EXSTNG CONTOUR --- s ---- EXSTNG STORM LNE --ss-----ss----- EXSTNG SANTARY SEWER LNE EXSTNG OVERHEAD UTLTY WRE JVV EXSTNG TREE LNE D PROPOSED LMTS OF DSTURBANCE --- TP ---- TREE PROTECTON FENCE 275 PROPOSED CONTOUR FLTER FABRC MONSANTO BDM - 6" TRENCH C34 or EQUAL HOG WRE, 12 GAUGE MN., 4"x4" SUPPORT FENCNG STEEL POSTS ----AT 8 FEET MAXMUM SPACNG NOTE: REMOVE SEDMENT THAT ACCUMULATES N FRONT OF FENCE. REPAR OR REPLACE ANY DAMAGED FENCE. >-- -< " - :::1- :;:, <ON SURFACE , -.-- e-----,c<lncre1e BLOCK -- Maintenance nspect the barrier at least eekly and after each significant (15 inch or greater) rainfall and make repairs as needed. Remove sediment as necessary to provide adequate storage volume for subsequent rains. When the contributing drainage area has been adequately stabilied, ---- ;.tj;t= soil, remove and all either materials salvage and or any dispose unstable of it properly. Bring the disturbed area "" to proper grade, then smooth and -.. 2:1 SLOPE: GRAVEL- fllte;--- compact it. Appropriately stabilie all bare areas around the inlet. NOTE: FOR REPAiR OF NLET PROTECTON USE NO. 57 STONE TEMP. SEDMENT POOL-- 1 MN. 2 MAX. --"""ij:l;::?o 13C4. TEMPORARY NLET PROTECTON. NTS WRE SCREEN _ NLET GRATE lu Cl :: lu F lu. <{ J) 5 :: J)... ii: ill lu (:(Q)[LO [ [J J W Tlru Jm P.A. 111 West Main Street Durham, N.C p f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C-1 4 CD Ul l -- > _J CD SLT FENCE (TYP l R : 2C4 r R : 6C4 : Sll T FENC OUTLET (TYP.) --1!, Ci > co,;;ttj(, j,<.. 1 ><, ;x-, POSTS DRVEN. 18" NTO GROUN 6" FABRC FLAP ON TRENCH 81TOM Maintenance 1. inspect sediment fences at east once a eek and after each rainfall. Make any required repairs immediately. 2. Should the fabric of o sediment fence collapse, tear, decompose or become ineffective, replace it promptly. J. Remove sediment deposits as necessary to provide adequate storage volume for the next rain and to reduce pressure on the fence. Take care to avoid undermining the fence during cfeanout. 4. Remove ail fencing materials and unstable sediment deposits and bring the area to grade and stabilie it after the contributing drainage area has been properly stabilied. 12C4 SLT FENCE NTS NOTE: FOR REPAR OF SLT FENCE OUTLET FALURES, USE NO, 57 WASHED STONE AND NEW FLTER FABRCSllT FENCE. FLTER OF NO. 57. WASHED STONE STEEL FENCE POST WATER FLOW- WRE FENCE... HARDWARE CLOTH FLTER FABRC ON GROUim FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC _,-FLTER FABRC ON GROUND 1C4 EROSON CONTROL PLAN Scale: 1" = 4 NORTH PB. 1939, PG "-- J &A Scale 1" = 4 12.l SLT SLT PLAN VEW - ED FLTER FABRC HEF>E -...l. FENCE BURY WRE FENCE AND HARDWARE CLOTH...-- SECTON MANTENANCE NSPECT SLT FENCE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RANFALL. MAKE ANY REQURED REPARS AS NEEDED. REMOVE SEDMENT AS NECESSARY TO PROVDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RANS. PN Oner: Rams Plaa Associates LLC li1-!:..;.. G!AB- & K!P RAP FiLTER BERM 8ASN DETAL is Df.SJGf!W TO PRU1 Cr fxst1ng P!P!1-tEf{-1$ THAT fjra!n 1 ACRES OR.ESS" SECTON THRU BASN, FLTER AND CUlVERT PPE Mqintenqnce 1. nspect the filter at least eekly and ofter each significant ( inch or greater) rainfall and make repairs as needed. 2. Remove sediment as necessary to provide adequate storage volume for subsequent rains. Replace stone as necessary along face of filter. 3. When the contributing drainage area has been adequately stabilied, remove all materials and any unstable soil, and either salvage or dispose of it properly. Brino the disturbed area to proper grade, then smooh1 und compact it. Appropriately stabilie all bare areas around the inlet. 14C4 ARCH FLTER DETAL " NTS PERSPECTVE VEW NO SCALE NOTE: PPE 15C4 " RP RAP APRON NTS CONSJRt JCT EVE! PROFLE VEW SEE TABLE PLAN VEW NOT : PLAC A 12" LAYER OF WELL GRADED 34" GRAVEL UNDER TH RP-RAP LAYER AND UN GROUND UNDER APRON WTH NON-WOVEN FLTER FABRC TO PR V NT WASHOUT. MANTENANCE NSPECT RPRAP OUTLET STRUCTURES WEEKLY AND AFTER SGNFCANT 8" OR GREATER) RANFALL EVENTS TO SEE F ANY EROSON AROUND OR BELOW THE RPRAP HAS TAKEN PLACE, OR F STONES HAVE BEEN DSLODGED. MMEDATELY MAKE ALL NEEDED REPARS TO PREVENT FURTHER DAMAGE. RP RAP APRON SUMMARY W = 4,5 FT L =6FT Th = 12 N DURNG THE CONSTRUCTON PHASE, ADDTONAL EROSON AND SEDMENT CONTROLS MAY BE REQURED F THE PROPOSED MEASURES DO NOT CONTAN THE SEDMENT. SEDMENT LEAVNG THE PROPERTY S A VOLATON OF THE TOWNS EROSON AND SEDMENT CONTROL ORDNANCE, AND STATE LAW. THE OWNER MAY BE LABLE F ADJONNG PROPERTES RECEVE SUBSTANTAL DAMAGE ASSOCATED WTH THE DSCHARGE OF STORMWATER FROM THS PROPERTY. FALLWNTERSPRNG TEMPORARY COVER Lime Fertilier Oat Seed Rye Grain Seed Stra Mulch * SUMMER TEMPORARY COVER Lime Fertilier Brontop Millet Seed Stra Mutch * SPRNGFALL PERMANENT COVER Lime Fertilier mproved Turf Type Fine Fescue Seed Stro Mulch * SUMMER PERMANENT COVER GRASS BERMUDAGRASS BERMUDAGRASS(HYBRD) CENTPDEGRASS ST.AUGSTNEGRASS TALL FESCUE ZOYSAGRASS HARDWARE 1 1-<- STEEL FENCE POST SET MAX. 2 APRT... 16C4 SLT FENCE OUTLET NTS AUGUST 15 - MAY 1 FRONT VEW 1 lbs1 sf 25 lbs1 sf 2 lbs1 sf 1 lbs1 sf 1 lbs1 sf MAY 1 - AUGUST 15 1D lbs1 sf 15 lbs1 sf 1 lbs1do sf 1 lbs1 sf MARCH 1 APRL 3 1 lbs 1 sf 25 lbs1 sf 8 lbs1 sf 1 lbs1 ODO sf APRL1 - AUGUST OPTMUM DATE OF PLANTNG. SEEDNG BEYOND THESE DATES NCREASES THE CHANCE OF FALURE. 2. POUNDS PER 1 SQ.FT, 3. BUSHELS PER 1 SQ.FT, Seedbed Preparation: Remove rocks, stumps, roots, etc. Apply lime and fertilier then rip the soil 4 to 6 inches to mix the nutrients into the soil and to loosen end roughen it to recieve seed. Seed Temporary cover to stabilie temporary sedimentation control measures and other accomplished. lf flanting season is not suitable for installation of permanent cover. Contractor shot install temporary cover suitable for that season and reseed ith permanent grass at earliest possible date. * Anchor stra mulch by applying an asphalt binder emulsion ot a rate of 1 gallons per 1 SF, or install jute, paper or tine netting or excelsior mats staked to ground according to the manufacturers instructions.. 7C4 " SEEDNG SCHEDULE NTS TOP OF SLT FENCE MUST BE AT LEAST 1 ABOVE THE mp OF THE WASHED STONE WHEN THE CONTRBUTNG DRANAGE AREA HAS BEEN ADEQUATELY STABLZED, REMOVE ALL MATERALS AND ANY UNSTABLE SOL, AND ETHER SALVAGE OR DSPOSE OF T PROPERLY. BRNG THE DSTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT T. STABLZE AREAS AROUND THE OUTLET. STABLZATON TME TABLE 1. All permanent dikes, sotes, ditches, perimeter slopes, and all slopes steeper than 3:1 shah be provided ith temporary or permanent stabiliation ith groundcover as soon as practicable but ithin 7 calendar days from last land-disturbing activity. 2. AU other disturbed areas shall be provided ith temporary or permanent stabiliation ith groundcover as soon as procticoble but in any event ithin 14 calendar days from!ost!and-disturbing activity. "EXPOSED" AREAS NCLUDE, BUT ARE NOT LMTED TO: AREAS CLEARED FOR ROADWAY CONSTRUCTON. AREAS CLEARED ON RESDENTAL BULDNG LOTS. DRANAGE EASEMENTS AND OPEN DRANAGE CHANNELS. SEDMENT AND EROSON CONTROL MEASURES (SEDMENT TRAPS, DVERSON DTCHES, ETC.) AND THE AREAS ADJECENT TO SUCH MEASURES. Ground Stabiliation* -. " " Site Area Stabiliation Stabiliation Time Description Time Frame Frame Exceptions Perimeter dikes 1 sales 1 ditches, 7 days None and slopes High Quality Water(HQW)?days None Zones f slopes are 1 or less Slopes steeper in length and are not 7days than 3;1 steeper than 2;1, 14 Slopes 3;1 or flatter All other areas 14days days are alloed 7 days for slopes greater than SO feet in length None (except for ith slopes 14 days perimeters and HWQ flatter than 4:1 Zones) - <.... * 11 Extensions of time may be approved by the permitting authority based on eather or other site-specific conditions, [NJ i!ri l1jj [NJ lf@[rl Q)J[Rl J rrjn [L J@NJ SHEET NAME: EROSON CONTROL PLAN SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER:

20 legend ceo ---, --ss----.(_.ss----.rvv-v-yvv.. d ; r " ! i i 275 E(<STNG CONTOUR EXSTNG STORM LNE EjXSTJfRN]j PROTECTON GR;1[[ o,o. Yi!NV! ). ARC 7.qpl.($ R 242if8 CH BRG S " W Ch " t9.82 T = PROPOSED STORM., DRAN PlN RAMS PLAZA ASSOCATES LLC....l 1c< DB 5277, PG 395 PB 57 PG 3 PARKNG LGHTNG BY DUKE ENERGY (lyp.. ) PN lro(k-;:_:;y;r::_v-:--ccy-,,,c DO ---::::-;-;.. ::; -;::--, rlivv =t2: ) NOTE: UTLTY TE-N LOCATONS SHOWN AT THE BULDNGS ARE SCHEMA TC. CONTRACTOR SHALL COORDNATE TE -N LOCATONS AND ELEVA TONS WTH ARCHTECTURAL AND PLUMBNG PLANS. PROVDE RUBBER GASKET PLAN VEW 1 CAST RONDUCTLE RON CLEANOUT COVER & RNG FNSHED GRADE MNMUM SLOPE MNMUM SLOPE COUPLNG" % FOR 6" LATERAL 2. % FOR 4" LATERAL SEE PLANS FOR SZE AND MATERAL (COORDNATE WTH PLUMBNG PLANS) 1 2C5 CLEANOUT ";r NTS EXST. SUil-ElAS!E...J -CAST RON SOL PPE PVC PPE SEE PLANS SWEEP WYE TACK COAT,-EXSl"NG ASPHALT n: ::J 1- :c : < rjj <..J (!) :;: ::J rjj :5 (!) ii 6 (:(QJ(U][[J J Tlhl JmP.A. 111 West Main Street Durham, N.C p f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C-14 SOL! r RM: N: OUT:.RiiA TE PROPOSED SEWER TO DOGHOUSE MANHOLE NV N = TO NORTH BULDNG c NOTE: FOR ALL DOMESTC """m"" TAP WTH DOUBLE STRAP GOA TNG AND STANLESS STEEL NSTALL 1" WATER METERS N VAULTS WTH ALL APPROPRATE JC,"i;.,r,;; TO WATER LNE. VAULTS TO BE THAT TOPS ARE FLUSH WTH <::JniCWA A VOD TRPPNG HAZARDS WHERE <,...1-Ul,HQL :. FOOD LON NOTE: CONTRACTOR SHALL VERFY ALL EXSTNG ELEVAllONS AT PROPOSED MANHOLES TO VERFY RM ELEVATONS SHOWN PROR TO ORDERNG ANDOR FABRCATNG MANHOLES. REPORT ANY DSCREPANCES TO ENGNEER. CONTRACTOR SHALL FELD VERFY DEPTH AND LOCATON OF EXSTNG SEWER PROR TO ORDERNGFABRCATNG MANHOLE AND BEGNNNG NSTALLATlON OF SEWER LATERAL - NOTFY ENGNEER OF ANY DSCREPANCES PROR TO PROCEEDNG NSTALL DOG HOUSE MANHOLE ON EXSTNG SEWER. CONTRACTOR SHALL TAKE EXTRA PRECAUTONS AVOD DAMAGE TO EXSTNG SEWER. RM = ± (CALCULATED - CONTRACTOR TO VERFY) Scale 1" 4 12 rji1 3C5 B. _:, --; : 3 PS 2" _;C" CONCREf ; -,,. COLLAR,>v>:> "5;:, :] PVC ENCASEMENT " PPE 1" MN. " 2" MN. SECTON VEW 1" MN. TRAFFC-BEARNG CLEANOUT,; NTS PPE CROSSNG A B 3 PS MN. ClASS A CONCRETE CRADLE A..... =, - - ;_{ r 3 PS : CONCRETE,, COLLAR L----.PROPOS STORM L..-t ,f-..,t--t--.Y DRAN PROPOSED SEWER LATERAL PlAN VEW POUR CONCRETE CRADLE TO SPRNG LNE OF EACh,.,,E % 5C5 ; CbN""c=R=E=T=Ec-;;C:;:-,:R;;:;-AD;;:;-L"""E= NTs 16C5,, y % NTS MANHOLE - SECTON B B...,. PROPOSED STORM DRAN 1 MN. " SASi! SOM 1RC:: 1EW """ """"",,, """"" " " " """"",...,.,, """ "" BACKFLL WTH SELECT BACKFLL AND COMPACT N LFTS TO 95% STANDARD PROCTOR (MN.) GENERAL NOTES:, -- LtlW!BL.E FLL OR SELECT SUTABLE BACKFLL-TYPE, DEPTH, AND COMPACTON AS REQURED BY TYPE OF PPE 1. S4W CUT EDGES MUST BE STRAGHT AND CLEAN. 2. PATCHES MUST BE REGULAR, SQUARE, OR RECTANGULAR (4 STRAGHT EDGES). J. FNAL SURFACE COURSE MUST BE FLUSH WTH THE EDGE OF EXSTNG PAVEMENT, VERTCALLY AND HORZONTALLY, WTH NO SPLLOVER OF ASPHALT OR TACK COAT. 4. CARE MUST BE TAKEN NOT TO DAMAGE NTEGRTY OR APPEARANCE OF SURROUNDNG PAVEMENT. F DAMAGED, THE ENTRE SURFACE PATCH MUST BE EXPANDED TO COVER DAMAGES. 5. ALL STRPNG MPACTED BY THE REPARS MUST BE REPLACED. 6. PROPER TRAFFC CONTROL AND PLATNG OF THE ROAD DURNG CURE TME FOR FLOWABLE FLL MUST BE CONDUCTED APPROPRATELY. f!! 4C5 OPEN CUT AND REPAR NTS GENERAL NOTES: 1. CONTRACTOR SHALL NOTFY NORTH CAROLNA ON CALL ( ) AT LEAST 48 HOURS PROR TO BEGNNNG CON9TRUCTON DR EXCAVATON TO HAVE EXSTNG UTLffl 5 LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTUTE.S THAT PROVDE THER OWN LOCATOR SERVCE NDEPENDENT OF "NORTH CAROLNA ON[ CALL 2. AU WATER AND SEWER MANS WffHN PUBUC EASEMENTS AND RGHT-OF-WAYS TO BE OWNED, OPERATED AND MANTAiNED BY OWASA. J. ALL CONSTRUCTON SHALL 8 N ACCORDANCE WTH TH TOWN OF CHAPEL HLL ANDOR OWASA STANDARDS AND SPECFCATONS. 4. ALL EXSTNG UNDERGROUND UTUT 5 ARE APPROXMATELY LOCATED. ACTUAL LOCATON AND DEPTH SHALL 8 CONARM N THE FELD PROR TO CONSTRUCTTON. 5. BEFORE STARTNG ANY CONSTRUCTON OF MPROVEMENTS WTHN NJY CTY OR N.C.D.O.T. STREfJ OR HGHWAY RfGfff-OF-WAY THE FOLLOWNG PROCEDURES SHOULD BE UNDERTAKEN; CTY RGHT-OF-WAY: CONTACT LOCAL AlfrHORmES TRAFFJC ENGNEERNG DEPT. FOR NFORMATON ON DETOURS, OPEN CJTNG OF STREETS OR FOR ANY CONSTRUCnON WffHN RGHT-OF-WAY. N.C.D.O.T. RGHT-OF-WAY: CONTACT PROJECT ENGNEERS AND OBTAN ALL P RMTS AND ENCROACHMF:NTS (KEEP COPES ON CONSTRUCTON STE, ALSO CONTACT N.C. D.O. T. DSTRCT OFFCE 24 HOURS N ADVANCE BEFORE PLACNG CURB AND GUTER). 6. ALL DMENSONS AND GRADES SHOWN ON THE PLANS SHALL BE FELD VERFED BY THE CONTRACTOR PROR TO CONSTRUCTON. CONTRACTOR SHA.1 NOTFY THE OWNER F ANY DSCREPANCES EXST. PROR TO PROCEEDNG WfTH CONSTRUCTiON FOR NECESSARY PLAN OR GRADNG CHANGES. NO EXTRA COMPENSATON SHALL BE PAD TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DMENSONS OR GRADES SHOWN NCORRECTLY ON THESE PLANS F SUCH NOTFCATON HAS NOT BEEN GVEN. 7. POWER, TELEPHONE, AND (J,S S RVJCES TO BULDNGS SHALL 8 UNDERGROUND. ACCESS AND SERVCE ROUTES TO BE COORDNATED WfTH TH PUBLC UTLTES, CONTRACTOR AND THE OWNER. 8. RESURFACNG OF STREET DUE TO UTUTY CUTS SHALL BE REQURED AT THE DREGnON OF ENGNEERNG. (MNMUM 5 TO ETHER SDE OF UTUTY CUTS). SANiTARY SEWER; 1. BACKFLOW PREV NTORS SHALL BE PROVDED FOR ALL UNTS WTH FNAL FLOOR L VAT!ONS OF BULDNGS LESS THAN 1-" ABOVE UPSTREAM MANHOLE. 2. MNMUM COVER OF 5 FET N TRAFFfC AREAS TO BE PROVDED FOR ALL COLLECTOR UNES 4 NCHES AND LARGER. F LESS man 5 FEET, DUCTLE RON PPE SHALL BE REQURED. J. MNMUM SLOPE FOR 4 NCN SANiD!,RY SEWER COLLECTON UNES SHALL BE NO.ESS THAN 2.% WJTH CLEANOUTS EVERY 75 LNEAL FEFJ. 4. MNMUM SLOP[ FOR 6 NCH SANTARY SEWER COLLECTON LNES SHALL 8 NO LESS THAN 1.% WTH CLEANOUTS EVERY 75 LNEAL FEET. WATER: 1, ALL OF THE WAJER LNES BEHND me MASTER METERS ON WEliV R DARY ROAD ffid SUNRSE ROAD RE PRVATELY OWNED AND OPERATED BY CAROL WOODS. 2. WATERLNES WLL BE 3 OFF CURB AND GUTTER UNLESS SHOWN OTHERWSE. 3. lay WATER MAJNS AT LEliST 1 FEET laterally FROM EXSTNG OR PROPOSED SANTARY S W RS. F LOCAL CONDmONS OR BARRERS PREVF.NT A 1 FOOT SEPARATON, LAY me WATER MAN WTH AT LEAST 18" VERTCAL SEPARATON ABOVE THE TOP OF THE SANTARY SEWER PPE ETHER JN A SEPARATf: TRENCH OR N THE SAME TRENCH ON A BENCH OF UNDSTURBED A.RTH. 4. WHEN A PROPOSED WATER MAJN CROSSES OVER A PROPOSED OR EXSTNG SANffARY SEWER, LAY THE WATER MAN WfTH AT LEAST 18" VERTCAL SEPARATON ABOVE THE TOP OF THE SANTARY SEWER. F LOCAL CONDTONS PREVENT AN 18" VERTCAL SEPARATON, CONSTRUCT BOTH THE WATER MAN AND THE SANrTARY SEWER FOR A DSTANCE OF 1 FEET ON EACH SDE TO THE PONT OF CROSSNG WiTH FERROUS PP HAVNG WATER MAJN QUAUTY JONTS. 5. WHEN A PROPOSED WAT R MAJN CROSSES UNDER A PROPOSED OR EXSTNG SANTARY SEWER, CONSTRUCT BOTH THE WATER MAN AND THE SANTARY SEWER OF FERROUS MATERALS WffH JONTS THAT ARE EOUNALENT TO WATER MAiN STffiDARDS FOR A DJSTANC OF 1 FEET ON EACH SDE OF THE PONT OF CROSSNG. CENTER THE SECTON OF WATER PPE AT THE PONT OF CROSSNG. 6. MANTAN A MNMUM COVER OF 42" BELOW FNSHED GRADE OVER All. P1PES UNLESS OTHERWSE DRECTED OR SHOWN ON THE PLANS. DUE TO THE H[GHTS OF VALVES, NCREASE THE COVER DEPTHS ADJACENT TO THE VALVES OR VARED AT PONTS OF TE-JN TO EXJ::inNG UNES. 7. ALL FOC(S) AND HYDRANT($) TO BE PROVDED WffH 5 NCH D.JETER STORZ CONNECTONS, OTHER NOTES; 1. ALL UTLTES SHOWN ARE APPROXMATELY LOCATED. CONTRACTOR TO VERFY LOCATONS N THE FJELD AND REPORT ANY DSCREPENCES TO ENGNEER. NO ADDJT!ONAL COMPENSATON SHALL BE PROVDED TO CONTRACTOR FOR WORK PERFORMED F DSCREPANCES ARE NOT REPORTED. 2. CONTRACTOR TO FELD LOCATE EXSTNG WATER LNE, UNCOVER UN FOR NSPECTON, AND VERFY MATERAL AND OUTSDE DAME:TER PROR TO ORDERNG ANY FTTNGS. 3. CONTRACTOR TO KEEP SPARE VALVE, COUPLNG, AND OTHER REQURED FTTNGS ON SfTE DURNG CONSTRUCTON TO REPAFR ANY WATER LNE BREAKS OR LEAKS CAUSED BY CONSTRUCTON. 4. CONTRACTOR SHALL COORDNAT ALL WATER SYSTEM SHUT DOWNS WTH OWNER TO NSURE SERVCE S NOT STOPPED DURNG TMES OF PEAK DEMAND. WATER LNE nto:-ns MAY NEEO TO BE MAD AT NGHT OR OTHER LOW DEMAND TMES. 5. ALL UTLTY SHUT DOWNS FOR TE-NS OR RELOCATONS ARE TO 8 COORDNATED WfTH OWNER. 6. CONTRACTOR TO FELD LOCATE ALL EXSTNG PPE JONTS AND REPORT LOACTONS TO ENGNEER PROR TO PROCEEDNG WTH WATER NSTALLATON. 7. PRVA7E WATER SYSTEM TO BE NSTALLED TO OWASA STANDARDS. WATER LNES TO BE NSPECTED BY OWASA NCLUDNG OBSERVATON OF NSTALLATON, PRESSURE TESTNG, AND PURTY SAMPUNG. CONTRACTOR S RESPONSBLE FOR COORDNATNG NSPECTONS WTH OWA 4, THE OWNER, AND THE ENGNEER 8. CONTRACTOR 1$ RESPONSBLE FOR PROVDNG A MARKEOUP ST OF PlAN$ SHOWNG ANY AND ALL UTL7Y NSTALLATONS AND MODRCATONS BASED ON THE ACnJAL NSTALLATON TO THE ENGNEER. CONTRACTOR MUST ALSO LOCATE THE NEWLY NSTALLED WATER LNE AND WATER FEATURES FOR THE UTLTY AS-BULT SURVEf. 7C5 UTLTY NOTES FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC PN Oner: Rams Plaa Associates LLC lnl T ljj[q) [p@[rj lnj T [R1lJJ T lnl rf [Rlli lj [Rl li ll DU u ud!nl SHEET NAME: UTLTY SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER:

21 i "" +; & ; PN TARHEEL LODGNG LL DB 411, PG 523 PB, PG 126 USE: VACANT CAR DEALER PUBLC RGHT OF WAY AND ACCESS AND UTLTY EASEMENT LEGEND EXSTNG CONTOUR --- s EXSTNG STORM LNE -ss ss- EXSTNG SANTARY SEWER LNE ou----- EXSTNG OVERHEAD UTLTY WRE EXSTNG TREE LNE ----1D--- PROPOSED LMTS OF DSTURBANCE PROJECT AREA ARC = 7.6 R = CH BRG S " W Ch = T = TP TREE PROTECTON FENCE PROPOSED CONTOUR CJ oc West Main Street Durham, N.C p f cjtpa.com PN RAMS PLAZA ASSOCATES LLC. DB 5277, PG 395 PB 57 PG 3 PN BULDNG A CONDUT FOR LGHTNG TO BE NSTALLED BY CONTRACTOR CONCEPTUAL LAYOUT TO BE FNALZED BY ENERGY TOP OF FXTURE NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C > j CD _,, " J ( 1,J )j SMALLER SHOEBOX LGHTNG FOR SDEWALK AREAS TO BE DUKE ENERGY r--j-u" LEASE EXSTNG POLE TO REMAN PARKNG LOT LGHTNG TO BE DUKE ENERGY LEASE LGHTS RE:2C6 ACCS EASENT., - TLTY,, EASEMENT WALL LGHTNG Af!---- RE: 3C6 LGHTNG NOTES 1. Measures shall be provided to prevent light spillover onto adjacent properties and glare toard motor vehicle operators. Exterior lights shall be shielded so they do not cost direct light beyond the property line. 2. Provide 2" PVC conduit under pavement, under heavily landscaped areas as necessary, and as determined by Duke Energy to provide access to all light fixtures. Conduit locations shon on plans ore conceptual. Coordinate ith Duke Energy to finalie conduit locations and lengths. 2C6 VARABLE GROUND LEVEL DUKE ENERGY SHOEBOX LGHTNG CONDUT ALLOWANCE =??? LF CONTRACTOR TO COORDNATE LGHT POLE AND CONDUT LOCATONS WTH DUKE ENERGY SPECAL COORDNATON NOTES: 1. CONTRACTOR S TO COORDNATE LGHT POLE AND CONDUT LOCATONS WTH DUKE ENERGY PROR TO NSTALLATON OF WALLS AND PAVNG. 2. ABOVE GROUND PEDESTALS AND LGHT POLES WLL BE PROVDED AND NSTALLED BY DUKE ENERGY. 3. CONTRACTOR S TO REFER TO DUKE ENERGY SPECFCATONS N DETALS 4 AND 5 ON THS SHEET, FOR CONDUT NSTALLATON. 4. CONDUT S TO BE FURNSHED AND NSTALLED BY CONTRACTOR. POLES WLL BE DRECT BURED - WORK BY DUKE ENERGY FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC PN Oner: Rams Plaa Associates LLC NJ@i luj[q) r [PdlUJ r J rm rf!rlli il!rlli il n u uil!nl SHEET NORTH PB. 1939, PG. 167 Scale 1" 3 LGHTNG PLAN 1C6 LGHTNG PLAN Scale: 1" = 3 3C6 WALL LGHTNG LED LGHTNG N DOWNWARD FLOOR FXTURES MOUNTED 6 OFF GROUND SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER:

22 GENERAL PLANTNG NOTES: ARC= 7.6 R = CH BRG " Ch = T = PN RAMS PLAZA ASSOCATES DB 5277, PG 395 PB 57 PG 3 PN & ; PN TARHEEL LODGNG LL DB 411, PG 523 PB, PG 126 USE: VACANT CAR DEALER BULDNG A ONE STORY BRCK 11,388 SF LEGEND EXSTNG CONTOUR s ---- EXSTNG STORM LNE ---ss ss---- EXSTNG SANTARY SEWER LNE OU EXSTNG OVERHEAD UTLTY WRE EXSTNG TREE LNE, D PROPOSED LMTS OF DSTURBANCE --- TP TREE PROTECTON FENCE 275 PROPOSED CONTOUR 1. Contractor shall report all discrepancies to Landscape Architect. 2. Contractor shall field verify all dimensions, depths, quantities, distances, angles and slopes prior to ordering materials or installing project. 3. The contractor shall stake out all tree, shrub, and bed edge locations for the architects approval prior to beginning planting operations. 4. Tall maturing trees are to be planted at least 18 from existing or ne light poles. 5. n areas of ground cover, maintain a 12" minimum distance beteen plants and hard improvements. 6. Bed lines shall conform to configuration shon on the plans. Bed lines shall meet curbs, alks, buildings, etc. at right angles unless shon otherise. 7. Contractor shall visit the site and familiarie himself ith actual conditions and verify existing conditions in the field. 8. Contractor shall accept actual conditions at site and perform the ork specified including fine grading and incorporation of top soil into planting areas, ithout additional compensation for possible variation from grades and conditions shon, hether surface or subsurface, except as provided for in contract documents. 9. n lan areas 2" topsoil shall be tilled into the top 4" of ground prior to seeding or sodding. 1. Contractor ill obtain ritten approval from Landscape Architect for any plant substitutions of species, sie, or type of container. 11. Contractor shall locate all underground utilities prior to construction and shall be responsible for the protection of these utities during installation, and shall promptly repair and restore services at no additional cost to the Oner if damage occurs during installation. 12. Contractor shall carefully maintain all benchmarks, monuments and other reference points. f disturbed or destroyed the Contractor shall replace as directed at no additional cost to the Oner. 13. Contractor shall become throroughly familiar ith the full set of construction draings and specifications for coordination ith utilities, architectural features, etc. 14. Contractor ill leave disturbed areas level and raked smooth, removing all rocks and debris. 15. Mulch is to be a 3" layer of double shredded hardood mulch. Mulch is to be kept aay from tree trunks. 16. Any damage to existing conditions outside the contract limits, including curbs, sidealks, turf areas and paving, shall be restored to original condition by the Contractor ithout extra cost to the oner. 77. n case of discrepancy beteen the quantity of plants on the plans compared to the plant list, the Contractor shall supply quantities as shon on the plans. 18. All unpaved surfaces are to be covered in plants, mulch, or grass. 12C?OO PLANT SHALL BEAR SAME RELATONSHP TO FNSH - erade AS WAS 6ROVo!N (:{] lc[j J Tlhl JmP.A- 111 West Main Street Durham, N.C p f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C 129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C 14 Y,,-;: r COLUMNAR CANOPY PROPOSED AS STREET TREES NEAR OVERHEAD 3 FHA.SE POWER LNES. 3 X BALL Vo!DTH - 4C?OO 1 SHRUB PLANTNG DETAL NTS 6x6 TREE CAST RON TREE 6RA TE Vo!TH EXPANDABLE OPENN6 SOL MX - SEE SPECS LOOSEN SUBSOL AND MOUND UP BENEATH ROOT BALL 2" SHREDDED HARDfOOD MULCH 6RATE FRAME FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC PN H2 X BALL Vo!DTH 4" CONC SDEWALK BROOM FNSH CURB < GUTER GONG FOOTER FOR SRATE SURROUND Oner: Rams Plaa Associates LLC 13C?OO TREE PLANTNG DETAL NTS PT FLLED WTH STRUCT!RAL SOL 24"DEEP 716 STALTE " EXPANDED A66RE6ATE 316 SANDY LOAM TREE ROOT BALL 4" CORRUSATED PERFORATED PPE, FABRC HRAPPED, DRANN6 TO STORM PPE 6" HASHED STONE 15C?OO TREE PLANTNG N GRATE - NTS OTY KEY : BOTANCAL NAME COMMnN NAME SZE * i REMARKS ln!@u rlql u@ln!! rf iru[l i)!ql uruu! > ru [l i) n &.! >! l[lj &. umlnl SHEET NAME:,;_, 1C?OO LANDSCAPE PLAN Scale: 1" = 3 NORTH PB. 1939, PG Scale 1" 3 NOTE: SEE SHEET C3 1 FOR PLANT LST RELATED TO BORETENTJON AREA PLANTNG LANDSCAPE PLAN 6C?OO PLANT LST * "SZE:" REFERS TO SZE OF PLANT MATE:RAL AT TME OF NSTALLATON. ALL PLANT MATERAL SPECFED, MUST MEET OR E:XCEED THE THE: SZE NDCATED AT THE TME OF NSTALLATON SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER:

23 . --- COMPACTED SLJB6RADE -CONTRACTON JONTS SHALL BE SPACED AT 1 FOOT NTERVALS. EXCEPT THAT A 15 FOOT SPACNG MAY BE USED WHEN A MACHNF S USED OR WHEN SATSFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTANED WTHOUT THE USE OF TEMPLATES AT 1 FOOT NTERVALS. JONT SPACNG MAY BE ALTERED BY THE ENGNEER TO PREVENT UNCONTROLLED CRACKNG. -CONTRACTON JONTS MAY BE NSTALLED BY THE USt OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JONTS ARE NOT FORMED BY TEMPLATES, A MNMUM DEPTH OF t f2" SHALL BE MANTANED. -ALL CONTRACTON JONTS SHALL BE FLLED WTH JONT FLLER. -JONTS SHALL MATCH LOCATONS WTH JONT N ABUTTNG SDEWALK. -EXPANSON JONTS SHALL BE SPACED AT 9 FOOT NTERVALS AND ADJACENT TO ALL RGD OBJECTS. n, -- - i i i FNSHED GRADE, BACKFLL.,.--- ADJACENT PAVEMENT 6" 6" 18" or 24" 3" CURB AND GUTTER N ROW 24" CURB AND GUTTER NSDE STE -, : STANDARD PARKNG AREAS: -+- B" AeeREeATE BASE COURSE WMPAGTED FNAL PAVEMENT SECTON ON STE WLL PROVDED BY G -TECHNCAL ENGNEER BASED ST SPECFC G -TECHNCAL REPORT FNAL PAVEMENT SECTON N RGHT OF WAY WLL BE BULT PER THE SPECFCATON N THE KML Y HORN ROAD PlANS AS APPROVED BY TOWN OF CHAPEL HLL AND NCDOT. 13CBOO ASPHALT PAVEMENT NTS ,.--- i :---- :!. i i, GOMPAGTED SUBeRADE ;! -! : : i -- --! i " CONCRETE PAVNG --compacted SUBGRADE NOTES: 1. ALL CONCRETE 3 PS. 2. ALL SDEWALKS SHALL BE CONSTRUCTED WTH TOOLED 14" EDGE RADUS. 3. BROOM FNSH 4. SDEWALKS ARE TO HAVE A MAXMUM CROSS SLOPE OF 2.%. 1.." 4C8 CONCRETE SDEWALK NTS l(foo PS CONCRETE WME ro.5 rj" RAO. 3" RAD., e CSOO. CONCRETE FLUME,. NTS :::J!:: <( 11. g Cl 5 () 5: ::> (f) Cl 5 ii (5 C«JlQJJ 1tu J TlhJ Jm P.A. 111 West Main Street Durham, N.C p f cjtpa.com NC BOARD OF EXAMNERS FOR ENGNEERS & SURVEYORS LCENSE NO C-129 NC BOARD OF LANDSCAPE ARCHTECTS LCENSE NO C-14 1CSOO : 2CSOO CULAR CONCRETE (ADA PARKNG) CONCRETE CURB & GUTTER ""-., NTS VA AS N REQURED ACCESSBLE ACCESSlBLE "", - tlqes;, 1. NSTALLATON TO BE COMPLETED N ACCORDANCE WTH MANUFACTURERS SPECFCATONS. 2. DO NOT SCALE DRAWNGS. ADA RAMP RE:11C8 R7-8 SGN, BOLT T POST W 38" CADMUM PLA JED BOLTS, NUTS, AND WASHER NOTE: SGNAGE TO PER N.C.S.B.C. DETALS R7-8 & R7-8D s. RESERVED PARKNG - AAXVmM PENALTY!) """" "" ".- " - CONDTON 1: PEDESTRAN PATH DOES NOT PASS UNDER OR AROUND SGN. GROUND LEVEL 16.5" LOOPS N CONCRETE CONCRETE SURFACE GALVANZED "U" CHANNEL POST 12" ROUND C SLOPE TO DR AN -coo" PAVEMENT OR GROUND.... " n - E D (.) " N E D (.) ;,. " CONDTON 2: PEDESTRAN PATH GOES BY, UNDER, OR AROUND SGN. FACLTY RENOVATON FOR RAMS PLAZA OUTPARCEL REDEVELOPMENT 1728 Fordham Boulevard Chapel Hill, NC SURFACE MOUNT OR EMBEDDED 2-38" OD X 11 GA. GALVANZED STEEL PPE -BLACK FNSH MN 12 NC 3 ADJACENT SDEWALK 5 4 SPACE LOOPS 36" O.C. MN. 3-o" il u - --s.o _j -- jl 1--s.o ASLE FOR VAN ACCESSBLE SPACES 5 FOR STANDARD HANDCAP SPACES... ".... i: l GENERAL NOTES: 1. REGARDLESS OF AGE, ALL ACCESSBLE SPACES SHALL BE DENTFED BY ABOVE-GROUND SGNS ONLY. 2. NEW SPACES SHALL NOT USE GROUND-PANTED SYMBOLS. 3. ACCESSBLE SPACES ARE REQURED TO BE STRPED OFF ONLY; BLUE COLORNG S NOT NECESSARY NOR REQURED. 4. STRPNG S WHTE ON DARK PAVEMENT; BLACK ON LGHT PAVEMENT. (N.C.D.O.T.) PN Oner: Rams Plaa Associates LLC 5C8 BCYCLE RACK NTS 16CSOO ADA PARKNG SPACES NTS 17C8 ADASGNAGE NTS 12CSOO.g,DTC BKE TRAL SGN MAX. HORZONTAL DSTANCE BETWEEN EXPANSON JONTS S 2 FEET. ;!. 34" NTEROR DA. PVC PPE TO FORM CUP FOR DOWEL ROD GROUT PPE NTO WALL CAVTY -SMOOTH 58" DOWEL ROD, 24" 18" O.C. VERTCAL VERTCAL EXPANSON JONT -JONT SEALANT TO MATCH SEALANT N BULDNG OUTWARD FACNG BRCK TO MATCH BRCK ADJACENT BULDNG "" r PRECAST FLAT CONCRETE CAP -1 "... 4" BRCKS AND MORTAR JONTS AS PER LANDSCAPE ARCHTECT. -GALV. TRUSS TYPE DUR-O-WALL RENF. AT 9" O.C. VERT. --GROUT CAVTY SOLD 8" BRCK WALL RUNNNG BOND PATTERN MANTAN DRAN HOLES 1 BRCK WDE EVERY 6.l:lQlli GROUT FOR CAVTES OF RENFORCED MASoNRY SHALL MEET THE REQUREMENTS OF ASTM G 476. NOTES: ( " - - " " 1. DETECTABLE WARNNG DOMES SHALL COVER 2-" LENGTH AND FULL WDTH OF THE RAMP FLOOR AS SHOWN ON THE OETALS. 2. OBTAN 7% cotmtast VSBLTY WTH ADJONNG SURFACE, ETHER LGHT-ON-DARK, OR PARK-ON-LGHT SEQUENCE COVERNG THE ENTRE RAMP. f...., " " " SECTON B-B [N]@J (J][Ql [N] f [R1 (J] f@ [N] [F@[Rl [Q)l[Rllll [RlUl u tr!nl SHEET NAME: STE DETALS 58" BACKER ROD " "-ONE SDE OF DOWEL ROD TO BE GROUTED NTO WALL VERTCAL WALL EXPANSON JONT DETAL 19CSOO BRCK SCREEN WALL NTS EXPANSON JONT ADJACENT TRANSFORMER PAD (CONSTRUCT N ACCORDANCE WTH??; 7T7:7T J. u.j DUKE ENERGYS REQUREMENTS) NOTE: THE LANDNG AT THE CENTER OF THE RAMP S A MNMUM OF 5 WDE. T S TO BE MADE AS WDE AS THE ASLE OR WALKWAY OR PATH LEADNG TO THE RAMP. 11CSOO ADA RAMP NTS sh-et 2 OF s kam WDTH ma!s VARABlE @ i i..l.l _ DETECTABLE WARNNG 1-g.f:o 1 THAN 65% Of THE BASE ; OAMEER "L-".v-----"- PLAN VEW DAGONAL RAMP MAX. 25 RAD (SO" MN. FLOOR WDTH) PLAN VEW DUAL RAMPS Arff RAD (4" PN. FLOOR WDTH} SHEET 2 OF SSUE DATE: REVSON DATE: CJT PROJECT#: 1458 DRAWN BY: WLR, PBR, MTC SHEET NUMBER:

24 MATERAL CALCULATONS EFS E1 - TYPCAL FRONT ELEVATON TOTAL WALL AREA: 1,63 SF GLASS AREA REQURED: 783 SF X.6 29 SF GLASS AREA PROVDED: 384 SF HGH QUALTY MATERALS REQURED: 59 SF ( ) X.75 HGH QUALTY MATERALS PROVDED: 534 SF 6% 8% 75% 79% BRCK B1 - TYPCAL BRCK B3 - TYPCAL AWNNG A2 - TYPCAL BRCK B1 - TYPCAL 25 " RGHT ELEVATON TOTAL WALL AREA: 1,413 SF GLASS AREA REQURED: 613 SF X SF GLASS AREA PROVDED: 494 SF HGH QUALTY MATERALS REQURED: 689 SF (1, ) X.75 HGH QUALTY MATERALS PROVDED: 735 SF 6% 81% 75% 8% ROOF LADDER ACCESS 3 316" FRONT ELEVATON = 1-" ALUMNUM STOREFRONT - TYPCAL BRCK B2 - TYPCAL BRCK B5 - TYPCAL BRCK B5 - TYPCAL LEFT ELEVATON TOTAL WALL AREA: 1,413 SF GLASS AREA REQURED: 613 SF X SF GLASS AREA PROVDED: 494 SF HGH QUALTY MATERALS REQURED: 689 SF (1, ) X.75 HGH QUALTY MATERALS PROVDED: 735 SF BACK ELEVATON TOTAL WALL AREA: 1,5 SF GLASS AREA REQURED: 456 SF X SF GLASS AREA PROVDED: 216 SF HGH QUALTY MATERALS REQURED: 592 SF (15-216) X.75 HGH QUALTY MATERALS PROVDED: 677 SF 6% 81% 75% 8% 6% 47% 75% 86% Site Plan Submittal EFS E1 - TYPCAL EFS E1 - TYPCAL 22 " 22 " 18 " 4 " ELECTRCAL SCREEN WALL PARAPET HVAC SCREEN ROOF HEGHT BEHND PARAPET 4 316" BACK ELEVATON = 1-" BRCK B3 - TYPCAL BRCK B1 - TYPCAL EFS E1 - TYPCAL STONE S1 - TYPCAL ALUMNUM STOREFRONT BRCK B5 - TYPCAL EFS E1 - TYPCAL BRCK B1 - TYPCAL BRCK B3 - TYPCAL AWNNG A2 - TYPCAL BRCK B1 - TYPCAL 25 " ALUMNUM STOREFRONT - TYPCAL BRCK B2 - TYPCAL BRCK B5 - TYPCAL 2 316" RGHT ELEVATON = 1-" 22 " EFS E1 - TYPCAL BRCK TYPE B1 - WHTE TO MATCH EXSTNG BRCK TYPE B2 - YELLOW TO MATCH EXSTNG BRCK TYPE B3 - CARAMEL TO MATCH EXSTNG BRCK TYPE B4 - BROWN TO MATCH EXSTNG BRCK TYPE B5 - PRECAST MASONRY TO MATCH EXSTNG EFS TYPE E1 - EFS TYPE E2 - EFS TYPE E3 - MATERAL LEGEND BRCK B3 - TYPCAL BRCK B1 - TYPCAL STONE S1 - TYPCAL ALUMNUM STOREFRONT WHTE TO MATCH EXSTNG TAN TO MATCH EXSTNG DARK BRONZE TO MATCH EXSTNG METAL M1 - KYNAR "BONE WHTE" METAL M2 - BROWN TO MATCH B2 AWNNG A1 - FABRC AWNNG (YELLOW) TO MATCH EXSTNG AWNNG A2 - FABRC AWNNG (BLACK) TO MATCH EXSTNG STOREFRONT - ALUMNUM STOREFRONT TYPCAL DARK BRONZE ANODZED GLASS - LOW E CLEAR TYPCAL ROOF TYPE R1 - WHTE SNGLE PLY MEMBRANE Outparcel Building at Rams Plaa Chapel Hill, NC REVSONS BRCK B5 - TYPCAL 1 316" LEFT ELEVATON = 1-" ALL ROOFTOP HVAC UNTS SHALL BE SCREENED BY PARAPETS SGNS SHOWN FOR REFERENCE AND ARE SUBJECT TO CHANGE Project: Date: Building Elevations A1.