UNIVERSITY PRESBYTERIAN CHURCH - RENOVATION & ADDITION 209 EAST FRANKLIN ST., CHAPEL HILL, NC 27514

Transcription

1 UNIVERSITY PRESBYTERIAN CHURCH - RENOVATION & ADDITION 209 EAST FRANKLIN ST., CHAPEL HILL, NC PROJECT DATA OVERALL SITE MAP HDC CONCEPT PLAN SUBMITTAL: OCT. 8, 2012 SUP SUBMITTAL: MAY 28, 2013 SUP SUBMITTAL: JUNE 11, 2013 SUP RESUBMITTAL: JAN. 24, 2014 SUP RESUBMITTAL: AUG. 1, 2014 VICINITY MAP SITE INFORMATION OWNER PIN ACREAGE TC-2 ZONING DISTRICT OI-1 ZONING DISTRICT TC-1 ZONING DISTRICT OVERALL PROJECT: UNIVERSITY PRESBYTERIAN CHURCH & EXISTING PENDING REZONING 9,021 SF 9,021 SF 56,428 SF 35,947 SF 0 SF 19,708 SF 65,449 SF (1.50 AC) 64,676 SF (1.48 AC) DISTURBED AREA SITE AREA IN 100 YEAR FLOOD PLAIN (INCLUDES FLOODWAY) EXISTING USE PROPOSED USE SITE/PROJECT ADDRESS ZONING INFORMATION EXISTING BY ZONING DISTRICT 22,045 sf ( acres) N/A 0 acres PLACE OF WORSHIP PLACE OF WORSHIP (NO CHANGE) 209 EAST FRANKLIN ST. CHAPEL HILL, NC O&I-1 and TC-2 ROSEMARY ST. MAIN PROJECT AREA PROPOSED OVERLAY DISTRICT RIVER BASIN BUILDING INFORMATION EXISTING BUILDING SIZE: EXISTING ACCESSORY BUILDING TO BE REMOVED: PROPOSED BUILDING ADDITION: TOTAL BUILDING SIZE O&I-1 and TC-2 NONE CAPE FEAR 44,556 sf 3,456 sf 5,513 sf 50,069 sf FIRE LINE AREA (PREVIOUS CONTRACT) PROJECT NOTES - TOPOGRAPHIC INFORMATION BASED ON SURVEY BY COULTER JEWELL THAMES PA DATED MARCH, SITE INFORMATION VEHICULAR PARKING SPACES REQUIRED: EXISTING: PROPOSED: BICYCLE PARKING SPACES REQUIRED: EXISTING: PROPOSED: IMPERVIOUS SURFACE EXISTING: IMPERVIOUS REMOVED: IMPERVIOUS PROPOSED: TOTAL IMPERVIOUS SURFACE: MIN. 163 MAX TOTAL 20 TOTAL (1 VAN ADA) * SEE STATEMENT OF JUSTIFICATION NEW, 13 TOTAL 50,626 sf -19,449 sf +20,320 sf 51,497 sf HENDERSON ST. UNIVERSITY PRESBYTERIAN CHURCH PROPERTY ROBERTSON LN. E. FRANKLIN ST. -BUILDING ADDITION WILL BE SERVED VIA CONNECTION TO THE EXISTING BUILDING WATER AND SANITARY SEWER SYSTEM. -THERE ARE EXISTING TRANSIT STOPS LOCATED ALONG FRANKLIN ST. -ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL TOWN OF CHAPEL HILL STANDARDS AND SPECIFICATIONS. TREE CANOPY COVERAGE RE: C500 LANDSCAPE PLAN 1" = 60' RESOURCE CONSERVATION NOTES TOWN OF CHAPEL HILL NOTES LIST OF SHEETS STREAM BUFFERS: THERE ARE NO MAPPED STREAMS OR ASSOCIATED STREAM BUFFERS LOCATED ON SITE. FLOODPLAIN PROTECTION: THE SITE IS NOT AFFECTED BY A MAPPED FLOODPLAIN ACCORDING TO FIRM MAP J (FEBRUARY 2, 2007). STEEP SLOPE PROTECTION: THERE ARE NO AREAS OF STEEP SLOPES GREATER THAN 15% LOCATED ON SITE. TREE SURVEY: THE TREE SURVEY SHOWS ALL 18" CAL. OR LARGER TREES IS SHOWN ON THE EXISTING CONDITIONS PLAN. WETLANDS: THERE ARE NO MAPPED WETLANDS ONSITE. TREE PROTECTION: REFER TO SHEET C A FIRE FLOW REPORT SHALL BE SUBMITTED TO THE TOWN FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF A ZCP. 2. P.E. CERTIFICATION: PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY PHASE, THE APPLICANT SHALL PROVIDE A CERTIFICATION, SIGNED AND SEALED BY A NORTH CAROLINA-LICENSED PROFESSIONAL ENGINEER, THAT THE STORMWATER MANAGEMENT FACILITY IS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 3. AS-BUILT PLANS: PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE APPLICANT SHALL PROVIDE CERTIFIED AS-BUILT PLANS FOR BUILDING FOOTPRINTS, PARKING LOTS, STREET IMPROVEMENTS, STORM DRAINAGE SYSTEMS AND STORMWATER MANAGEMENT STRUCTURES, AND ALL OTHER IMPERVIOUS SURFACES, AND A TALLY OF THE CONSTRUCTED IMPERVIOUS AREA. THE AS-BUILT PLANS SHOULD BE IN DXF BINARY FORMAT USING STATE PLANE COORDINATES AND NAVD JORDAN SURETY: PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE OWNER SHALL POST A MAINTENANCE BOND OR OTHER SURETY INSTRUMENT SATISFACTORY TO THE TOWN MANAGER, IN AN AMOUNT EQUAL TO ONE HUNDRED TWENTY-FIVE (125) PERCENT OF THE CONSTRUCTION COST OF EACH STORMWATER MANAGEMENT FACILITY TO ASSURE MAINTENANCE, REPAIR, OR RECONSTRUCTION NECESSARY FOR ADEQUATE PERFORMANCE OF THE STORMWATER MANAGEMENT FACILITY, OR ESTABLISH A STORMWATER MAINTENANCE (SINKING FUND) BUDGET AND ESCROW ACCOUNT IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 5.19 OF THE LAND USE MANAGEMENT ORDINANCE. 5. STORMWATER FACILITIES, EASEMENTS, AND OPERATIONS AND MAINTENANCE PLANS: ALL STORMWATER DETENTION, TREATMENT AND CONVEYANCE FACILITIES LOCATED ON AND BELOW THE GROUND SHALL BE WHOLLY CONTAINED WITHIN AN EASEMENT ENTITLED: RESERVED STORMWATER FACILITY EASEMENT HEREBY DEDICATED AND SHALL BE RESERVED FROM ANY DEVELOPMENT WHICH WOULD OBSTRUCT OR CONSTRICT THE EFFECTIVE MANAGEMENT, CONTROL, AND CONVEYANCE OF STORMWATER FROM OR ACROSS THE PROPERTY, OTHER THAN THE APPROVED DESIGN AND OPERATION FUNCTIONS. A COPY OF THE FINAL PLAT OR EASEMENT EXHIBIT, SIGNED AND SEALED BY A NORTH CAROLINA-REGISTERED LAND SURVEYOR AND RECORDED BY THE COUNTY REGISTER OF DEEDS, AND CONTAINING THE FOLLOWING NOTES SHALL BE SUBMITTED PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ALL ENGINEERED STORMWATER MANAGEMENT CONTROL, TREATMENT, AND CONVEYANCE STRUCTURES ON AND BELOW THE GROUND SHALL BE WHOLLY LOCATED WITHIN AN EASEMENT ENTITLED: "RESERVED STORMWATER FACILITY EASEMENT HEREBY DEDICATED" AND SHALL BE RESERVED FROM ANY DEVELOPMENT WHICH WOULD OBSTRUCT OR CONSTRICT THE EFFECTIVE MANAGEMENT, CONTROL, AND CONVEYANCE OF STORMWATER FROM OR ACROSS THE PROPERTY, OTHER THAN THE APPROVED DESIGN AND OPERATION FUNCTIONS. A SUITABLE MAINTENANCE ACCESS (MINIMUM 20' WIDE) TO ACCOMMODATE HEAVY EQUIPMENT FROM THE NEAREST PUBLIC RIGHT-OF-WAY TO THE RESERVED STORMWATER FACILITY EASEMENT MUST BE PROVIDED AND SHOWN ON THE PLANS. THE "RESERVED STORMWATER FACILITY EASEMENT(S)" AND THE FACILITIES IT/THEY PROTECT ARE CONSIDERED TO BE PRIVATE, WITH THE SOLE RESPONSIBILITY OF THE OWNER TO PROVIDE FOR ALL REQUIRED MAINTENANCE AND OPERATIONS AS APPROVED BY THE TOWN MANAGER. THE RESERVED STORMWATER FACILITY EASEMENT AND THE OPERATIONS AND MAINTENANCE PLAN ARE BINDING ON THE OWNER, HEIRS, SUCCESSORS, AND ASSIGNS. C000 C001 C100 C101 C200 C300 C400 C500 C600 C601 A11 A11A A11B A12 A12A COVER SHEET AREA MAP EXISTING CONDITIONS PLAN CONSTRUCTION MANAGEMENT PLAN SITE LAYOUT PLAN GRADING AND STORM DRAINAGE PLAN UTILITY PLAN LANDSCAPE PLAN SITE DETAILS SITE DETAILS BUILDING ELEVATIONS BUILDING ELEVATIONS BUILDING ELEVATIONS BUILDING ELEVATIONS BUILDING ELEVATIONS PROJECT TEAM: ARCHITECT DTW ARCHITECTS & PLANNERS, LTD BROAD STREET, SUITE 2 DURHAM, NC P: RSOTOLONGO@DTWARCH.COM CIVIL ENGINEER COULTER JEWELL THAMES PA 111 WEST MAIN STREET DURHAM, NC, P: CHILL@CJTPA.COM LANDSCAPE ARCHITECT COULTER JEWELL THAMES PA 111 WEST MAIN STREET DURHAM, NC, P: JANDERSON@CJTPA.COM 6. JORDAN STORMWATER MANAGEMENT FOR NEW DEVELOPMENT: THAT PRIOR TO ISSUANCE OF A ZONING COMPLIANCE PERMIT, THE APPLICANT SHALL SUBMIT THE FINAL JORDAN ACCOUNTING TOOL SPREADSHEET, STORMWATER REPORT, AND PLANS FOR REVIEW AND APPROVAL BY THE TOWN MANAGER. THIS PROJECT MUST COMPLY WITH THE JORDAN STORMWATER MANAGEMENT REGULATIONS OF THE LAND USE MANAGEMENT ORDINANCE TO PROVIDE THE REQUIRED REDUCTIONS IN NITROGEN AND PHOSPHORUS LOADS FOR NEW DEVELOPMENT AND REDEVELOPMENT PROJECTS. 7. STORMWATER MANAGEMENT PLAN: THAT PRIOR TO THE ISSUANCE OF A ZONING COMPLIANCE PERMIT, THE APPLICANT SHALL SUBMIT A STORMWATER MANAGEMENT PLAN FOR REVIEW AND APPROVAL BY THE TOWN MANAGER. THIS PROJECT MUST COMPLY WITH THE STORMWATER MANAGEMENT REQUIREMENTS OF THE LAND USE MANAGEMENT ORDINANCE TO PROVIDE FOR 85 PERCENT TOTAL SUSPENDED SOLIDS REMOVAL FROM THE INCREASED IMPERVIOUS AREA, RETENTION FOR 2-5 DAYS OF THE INCREASED VOLUME OF STORMWATER RUNOFF FROM THE 2-YEAR, 24-HOUR STORM, AND CONTROL OF THE STORMWATER RUNOFF RATE FOR THE 1-YEAR, 2-YEAR, AND 25-YEAR STORMS.

2 TC-2 (EX. ZONING) O&I-1 (EX. ZONING) O&I-1 (EX. ZONING) O&I-1 (EX. ZONING) TC-1 (PROPOSED) 1/C001- AREA MAP Scale: 1" = 120'

3 EXISTING CANOPY COVERAGE (TYP.) CANOPY COVERAGE = 22.1% OF SITE (14,039 sf) 1/C100 - EXISTING CONDITION / DEMOLITION PLAN Scale: 1" = 20' 2/C100 - EXISTING TREE CANOPY COVERAGE Scale: 1" = 60'

4 1/C101 - CONSTRUCTION MANAGEMENT PLAN Scale: 1" = 10'

5 R3.0' R15.0' R15.0' 22.0' R3.0' R3.0' 8.5' 8.5' 5.6' 1.9' 2.0' 15.5' 25.0' 18.5' 8.0' 8.5' R3.0' R3.0' R5.0' 19.7' R40.0' R12.0' R32.0' 8.5' R7.5' 8.5' 1/C200 - SITE LAYOUT PLAN Scale: 1" = 10' 12.2' R40.0' 16.0'

6 1/C300 - GRADING AND STORM DRAINAGE PLAN Scale: 1" = 10'

7 1/C400 - UTILITY PLAN Scale: 1" = 10'

8 18 / RK 1 / AP 2 / TD LIMB TO 7' 1 / QP 6 / IC 11 / GS 1 / QP 6 / IC 6 / IC 1 / UP 5 / RU NEW TREES = 11 TOTAL 4 / RO 1 / AP PROTECTED CANOPY COVERAGE = 21.9% OF SITE (14,141 sf) 6 / CJ 1 / UP 4 / VD 1 / IA 6 / RK 1 / BN 5 / VD RE:6/C / RK 1 / BN 1 / BN RE:7/C601 TYP. 2/C500 - PROPOSED TREE CANOPY COVERAGE Scale: 1" = 60' 3/C500 - PROPOSED SHADING CALCULATIONS Scale: NO SCALE 1/C500 - LANDSCAPE PLAN Scale: 1" = 20' 4/C500 - PROPOSED LANDSCAPE PLANTING SCHEDULE Scale: NO SCALE

9 1'-0" R7-8A 6" 1'-0" 1'-6" R=1-1/2"(TYP.) R7-8 1'-0" 5'-0" MOUTING HEIGHT R7-8D 9" R=1-1/2"(TYP.) 1'-0" 3'6" 9" 2'6" 5'-0" MOUTING HEIGHT 6" 12" 6"

10 1-1/2" 8" 1'-6" 12'0" 1'0" 1-MSW 24'0" 1-CARD- BOARD 4'0" 24'0" 6'0"

11

12

13

14

15