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HomeMy WebLinkAbout20220538 Ver 1_work plans of record_20220531NCHFA REQUIRED AMENITIES: - PLAYGROUND WITH BENCH SEAT - COVERED PICNIC AREA WITH 2 TABLES AND 2 GRILLS - BENCH SEATING IN 4 LOCATIONS - CLUBHOUSE WITH MULTIPURPOSE ROOM, COVERED PORCH WITH SEATING, AND RESIDENT COMPUTER CENTER N W Cc a Oco� c CZ ZZcV3 a Cc 3 OV)c J CO 0 GENERAL NOTES: BUFFER NOTES: 1. BOUNDARY BY OTHERS. 2. A PORTION OF THE SUBJECT PROPERTY IS LOCATED IN THE 100 YEAR FLOOD ZONE PER FEMA FLOOD ZONE PANEL 3720314900K. 3. CURRENT 100 YEAR FLOOD ZONE BFE = 16.0 FUTURE 100 YEAR FLOOD ZONE BFE = 20.2 4. 404 WETLANDS ARE FOUND ON THE SUBJECT PROPERTY, AS DELINEATED 3Y OTHERS. 5. WATER AND SEWER SERVICE PROVIDED BY CFPUA. 6. SOLID WASTE REMOVAL BY PRIVATE CONTRACTOR. 7. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE DIRECTED TO THE COLLECTION/TREATMENT SYSTEM. REQUIRED TRANSITIONAL BUFFER BUFFER WIDTH REQUIRED PLANT MATERIALS REQUIRED PROVIDE YELLOW 10'/30' SKIP CENTERLINE MARKINGS IN SHARED AISLE 60' ACCESS EASEMENT ANDE AGE21- — D D BOOK 1215 P7 45' PUBLIC UTILITY EASEMENT — _ — — — — — _ _ _ _ _ _ _ _ _ PER MAP BOOK 3& A — — - - - - GORDON 4601, LLC D.B. 6392 PG. 619 PID: R04300-001-008-000 ZONE: B-1 USE: 58-GAS STATION PROVIDE YELLOW PAINTED MEDIAN TO DELINATE DRIVE AISLE FROM VEHICE BACKING AREA . ■EIRS D.B. 1215 PG. 217 14' PID: R0430Q-Q0.1_0.8-000 - - 26NE : R-15 14' USE: 958-UNUSED RELOCATE EX LIGHT POLE RELOCATE EX POWER POLE PROVIDE "NO PARKING" SIGNAGE ALONG DRIVE AISLE ROBERT EVANS JR D.B. 5958 PG. 1628 PID: R04300-008-017-001 ZONE: R-15 USE: 11-MULTIPLE HOMES MOUNTABLE CONCRETE MEDIAN SIG 24' 11 RELOCATE EX TRANSFORMER GORDON ROAD INVESTMENTS LLC D.B. 5565 PG. 2451 PID: R04300-001-010-000 ZONE: R-15 USE: 958-UNUSED 1Q' GENERAL - — PER MAP BOOK 87 \ \ 5� OSEBAY TERRACE CFPUAPUBIC R/ PER P BOOTY EASEMENT K 65 PAGE 87 PER_MAP GENERAL IL. EA UT -6$ PAGE 87 • PARKING CALCULATIONS PER SECTION 81-1 FOR APARTMENTS: 1.5 SPACES PER 1 BEDROOM UNIT X 13 UNITS 2.0 SPACES PER 2 BEDROOM UNIT X 35 UNITS 2.0 SPACES PER 3 BEDROOM UNIT X 36 UNITS 162 SPACES REQUIRED • • • • • Lu LL CO UJ >- Lu LU TYPE A OPAQUE BUFFER ADJACENT TO R-15 SINGLE FAMILY USE 20' MINIMUM 3 ROWS OF PLANTING WHICH SHALL BE 6' HIGH AND PROVIDE 100% OPACITY WITHIN ONE YEAR. 4 PACES ACE CLUBHOUSE aa 0-6 6' X 10' CONCRETE PAD FOR BENCH T- OPEN SPACE NOTES: OPEN SPACE REQUIRED: 1.02 ACRES (20%) OPEN SPACE PROVIDED: 1.73 ACRES (34%) 45' PER D.B. 6410 PG. 1659 PID: R04300-001-009-000 ZONE: B-1 USE: 958-UNUSED o ZONE X CONDITION CES 24 PUBLIC UTILITY EASEMENT MAP BOOK 38 PAGES 214/215-_-- 35' FRONT SETBACK FUTURE ' IN 100 YEAR OUT (PtOOD 6' X 10' CONCRETE PAD FOR BENCH WW Wo woo woo woo 1-1 SPACES BUILDING 100 PAD FOR BENCH 20' SIDE SETBACK • 24' SPACES 6' X 10'; CONCRETE ___] PAD FOR'BENCH BUILDING 200 1-7-7 0,3 co o • • • • • oiZ zt • • • • • • • • • = 20 SPACES = 70 SPACES = 72 SPACES HAWTHORNE AT SMITH CREEK APARTMENTS, LLC PID: R04300-001-004-000 ZONE: R-15 USE: 12-APARTMENT • 30' PUBLIC UT IL IP( EASEMENT AE 16 FLOOD ZONE • AE 16 FLOOD ZONE 40 TO WILMINGTON VICINITY MAP NTS HAWTHORNE AT SMITH CREEK APARTMENTS. LLC PID: R04300-001-004-000 ZONE: R-15 USE: 12-APARTMENT 40 80 RO, -CT DATA PARCEL ID R04300-001-007-000 ZONING CZD RMF-M CAMA LUC URBAN MIXED USE PROPERTY AREA TOTAL BUA % OF PROPERTY BUILDING 37,557 SF WALKWAYS 10,999 SF PARKING/DRIVE AISLES 58,345 SF RESERVE 9,000 SF DISTU3ANCE LIMITS 4.6 AC RECIEVING STREAM SMITH CREEK CLASSIFICATION C;Sw STREAM INDEX 18-74-63 PROPOSED USE APARTMENTS TOTAL NUMBER OF UNITS 84 1 BEDROOM 13 2 BEDROOM 35 3 BEDROOM 36 5.11 AC 222,635 SF 2.45 AC 115,901 SF 52.1 % DIMENSIONAL REQUIREMENTS PER CASE # Z21-03 MAXIMUM BLDG HEIGHT 45 FT MINIMUM FRONT YARD 35 FT MINIMUM REAR YARD 25 FT MINIMUM SIDE YARD 20 FT LEGEND PROJECT BOUNDARY EX WATER MAIN PROP WATER MAIN STORMDRAIN EX CONTOURS th-4g.- SILT FENCE DISTURBED AREA COVER LANDSCAPING GRADING EROSION CONTROL UTILITY COVER UTILITY PROFILE DETAILS 2 3 4 5 6 7-10 / : APT44 \ COVER ESTRELLA LANDING APARTMENTS DEVELOPER ESTRELLA LANDING APARTMENTS, LLC PO BOX 15025 ADDRESS: WILMINGTON, NC 28408 PHONE: 910-791-3354 STROUD ENGINEERING, P.A. DRAWN: DLM (162 PROVIDED, INCLUDING 21 VAN ACCESSIBLE SPACES) DAVIDV P.E DATE 4615 GORDON ROAD C-0647 102-D CINEMA DRIVE (910) 815-0775 (910) 815-0593 FAX SHEET: 1 OF 11 PARKING LOT INTERIOR LANDSCAPING CALCULATIONS 30 0 30 21- --- RELOCATE EX LIGHT POLE •ti i RUW44.3 -,s4 ,INV 18.5 25. --';14.60 0 , 24.6 .E.�-� 25.30 ' ►X 18" HDPE _�m� --- DI • :" HDPE STORM RIM 24. INV 20. . -24 . OUTFALL WITH 200 LF (TOTAL) 18" R RELOCATE EX POWER POLE RELOCATE.•.EX TRANSFORMER, END. W LL TOP TOE 60 1 • EAE.' <•. TOP TOE END - WALL 6 ,EX DI ,•" (RETAIN) ' RIM 21.3 INV 17.00 x21.60 00 FFE '23.95 28 WETLAND IMPACTS FLOOD ZONE NOTE: 1,066 SF (0.025 AC) OF TEMPORARY IMPACTS ARE INSIDE 100 YEAR FLOOD ZONE 937 SF (0.022 AC) OF PEERMANENT IMPACTS ARE INSIDE 100 YEAR FLOOD ZONE 2,349 SF (0.054 AC) OF PERMANENT IMPACTS ARE OUTSIDE 100 YEAR FLOOD ZONE C 20.70 M 20.20 I17.20 r� '4... -go- / X 2' 9 21•.95 (22.20 w/ ad 21.2s�� 2.50 2.75 22.45 Z 21:.80 JB RIM INV 1 i 1:"" HOPE ZONE X (1% FUT CO► : ION 0.90 20.70 21 9, 20.70 F 1:"RP PICNI SHELT 4,352 SF (0.100 AC) TOTAL WETLAND IMPACTS INCLUDE: 3.286 SF (0.075 AC) PERMANENT WETLAND IMPACTS (SHADED REGION) AND 1,066 SF (0.025 AC) TEMPORARY WETLAND IMPACTS (HATCHED REGION) SEE FLOOD ZONE NcT1 Ns % CONDITION OF OUTFALL,........... = -=6-i:....:.' �_.s.--_ TO BE-VERIFI:ED-AND------'----- t6' REPA RED. -AS. NFfnfrr - - -t..... .}'............. • 14- ISDICTIONAL DITCH 16............................ 21.00'. X/'�� 20.70 'ZO.70. x20.50t DI �_ 18" RCP 20.70 RIM 20.20 -1.;; __ x INV. ER x21.70 120.90 20.60 RIM 20.00 20.70 20.70 DI 20.40 .�I INV RIM 20.20 / RIM 2 .00- 7 F 1:"RP INV 72LF 18"RCP �� INV.'• 20.70 BUILDING 200 .q. - ,' 404 LINE ON ADJOINING PARCEL SURVEYED IN 2007 AND FIELD VERIFIED BY DRG IN 2022 • • �401 TOP 16.00 TOE 13.50 STRUCTURE TOP 17.80 SLOT INV 15.00 .0 ORIFICE INV 14.00 .�� RCP OUT 13.80 4 24" RCP DI RI 19. 40'• TORT TOE PERMENANT POOL 14.00 DEO TEMP POOL 1.5.00 NHC 25 YEAR POOL 17.80 21. 2'I.75 21.95 AE 16 FLOOD ZONE 30" FES 13.70 TOP 16.00 fOE 15.00 61N9 WALL ► ►/ 1 / 1/ 1/ 1 /t RIPRAP. APRON ITOP 16.00 TOE 14.00 END WALL RIPRAP APRON TOE 14.00 END WALL TOP 16.00 TOE 14.00..:' AE 16 FLOOD ZONE NOTE: DIRECT ALL RUNOFF FROM IMPERVIOUS SURFACES TO POND PARKING + DRIVE AISLE = 58.345 SF 58.345 SF X 8.0% = 4.668 SF REOUIRED (4.668 PROVIDED) PROVIDE LIVE OAKS AS NOTED ON PLAN ALONG WITH GROUNDCOVER CONSISTING OF MULCH OR VEGETATIVE GROUND COVER STREETYARD CALCULATIONS NA FOUNDATION PLANTING CALCULATIONS 40 FT MAXIMUM FACADE HEIGHT X 12% = 5' WIDE REOUIRED FOUNDATION PLANTING (5' PROVIDED) SIGNIFICANT TREE MITIGATION CALCULATIONS TOTAL DIAMETER INCHES REMOVED = 53 TOTAL DIAMETER INCHES MITIGATION REOUIRED = 106 MITIGATION SHALL BE SATISFIED PY PRESERVATION OF 71 TOTAL DIAMETER INCHES OF EXISTING TREES WHICH ARE A MINIMUM OF 2 INCHES IN DIAMETER IN ADDITION TO MITIGATION OF SIGNIFICANT TREES. RETAIN OR PLANT 15 TREES (2" CALIPER) PER ACRE OF DISTURBANCE. 4.6 ACRES DISTURBED X 15 = 69 TREES REOUIRED (SATISFIED THROUGH RETAINING TREES) TREE NOTES: EXISTING TREES SHALL BE RETAINED TO THE GREATEST EXTENT PRACTICABLE REGARDLESS OF SPECIES OR SIZE ALL DOCUMENTED TREES TO BE REMOVED ARE IN LOCATIONS WHICH CONFLICT WITH ESSENTIAL SITE IMPROVEMENTS. MITIGATION TREE PLANTINGS MAY INCLUDE RIVER BIRCH. LIVE OAK. LONG LEAF PINE. OR OTHER CANOPY SPECIES. TREES PLANTINGS FOR INTERIOR LANDSCAPING. STREETYARDS. AND BUFFER STRIPS SHALL NOT BE COUNTED TOWARDS MITIGATION. LIVE OAK WAXMYRTLE * AZALEA 12PN O DOCUMENTED TREE (REMOVED) 18PNO DOCUMENTED TREE (RETAINED) M Ar O SIGNIFICANT TREE (REMOVED) 21,4&IA' 0 SIGNIFICANT TREE (RETAINED) „ MITIGATION PLANTING FOR SIGNIFICANT TREE REMOVAL (REFER TO NOTES FOR TYPE) GRADING PLAN ESTRELLA LANDING APARTMENTS DEVELOPER ESTRELLA LANDING APARTMENTS, LLC ADDRESS: PO BOX 15025 WILMINGTON, NC 28408 PHONE: 91 0-791 -3354 STROUD ENGINEERING, P.A. 102-D CINEMA DRIVE C-0647 WILMINGTON. NORTH CAROLINA 28403 (910) 815-0775 (910) 815-0593 FAX DRAWN: DLM SCALE: 1" = 30' GRAPHIC SCALE: 1"=30' DAVIDV M�IUS. P.E DATE 25 2022 4615 GORDON ROAD WILMINGTON, NC 28411 SHEET: 3 OF 11 N W U —J 0 EX SSMH RIM: 22.90 INV.: 3.16 60' ACCESS EASEMENT AND DE D BOOK 1215 PAGE 217 EX SSMH RIM: 22.48 INV.: 3.48 45' PUBLIC UTILITY EASEMENT _ _ _ _ _ _ _ _ _ PER MAP BOOK 3$�A 2 — — - - - - GORDON 4601, LLC D.B. 6392 PG. 619 PID: R04300-001-008-000 ZONE: B-1 USE: 58—GAS STATION RELOCATE EX LIGHT POLE EIRS D.B. 1215 PG. 217 PID:_ R0430Q—Q0.1= 8&8--000 ZONE: R-15 USE: 958—UNUSED RELOCATE EX POWER POLE ROBERT EVANS JR D.B. 5958 PG. 1628 PID: R04300-008-017-001 ZONE: R-15 USE: 11—MULTIPLE HOMES RELOCATE EX TRANSFORMER GORDON ROAD INVESTMENTS LLC D.B. 5565 PG. 2451 PID: R04300-001-010-000 ZONE: R-15 USE: 958—UNUSED ----1Q' ma—'— MASTER METER IN PER Mqp BO�U`P\E 8E 5\ X 10' VAUL T 5� OSEBAY T ERRACE CFP PUBLIC R/ PER AP BOOTY EASEMENT 65 PACE 87 10' GENERAL PER_ WP 8001 65 PAGE 8 �W. SIG RPZ 6" RPDA \6 G.1 , \ ` LIN TO CLUBHOUSE CLUBHOuSE CO CC LLI CL D.B. 6410 PG. 1659 PID: R04300-001-009-000 ZONE: B-1 USE: 958—UNUSED ZONE X PER EX 24" SANITARY SEWER PUBLIC UTILITY EASEMENT MAP BOOK 38 PAGES 214/215 2" WATER SERVICE LINE AND 4" FIRE LINE TO EACH APARTMENT BUILDING (TYP) FDC HAWTHORNE AT SMITH CREEK APARTMENTS, LLC PID: R04300-001-004-000 ZONE: R-15 USE: 12—APARTMENT BUILDING 100 EX SSMH #110947 RIM: 15.39 CL CD rn rn co • • • • • • • 30' PUBLIC UTILITY EASEMENT AE 16 FLOOD ZONE • AE 16 FLOOD ZONE 40 0 HAWTHORNE AT SMITH CREEK APARTMENTS, LLC PID: R04300-001-004-000 ZONE: R-15 USE: 12—APARTMENT 40 80 GRAPHIC SCALE: 1" =40' UTILITY COVER ESTRELLA LANDING APARTMENTS DEVELOPER ESTRELLA LANDING APARTMENTS, LLC PO BOX 15025 ADDRESS: WILMINGTON, NC 28408 PHONE: 910-791-3354 STROUD ENGINEERING, P.A. C-0647 102-D CINEMA DRIVE (910) 815-0775 (910) 815-0593 FAX DRAWN: Dum SCALE: 1" = 40' DATE 4615 GORDON ROAD SHEET: 5 OF 11