The URL can be used to link to this page

Home My WebLink About20150541 Ver 1_Site Plan_20150610Geln-eral Scope Wo,rk -L,e.gllend ---A NEW SITE UTILITIES WILL BE INSTALLED SEE CIVIL DWGS. VICINITY not to scale A AUDUBON DRIVE LEGEND: EX STING STRUCTURE TO BE RENOVATED 93 NEW BUILDING/ADDITION — - - — - - — WE—LAND DELINEATION LINE 10 EYSTING TREE DELINEATION LINE DISTAL END OF EXISTING CANAL TO BE FILLED R CE N DRAWN BY Hemingway CHECKED BY Hemingway DATE March 19, 2015 SHEET NUMBER CC Z b z 0 cd 4-J u V) DRAWN BY Hemingway CHECKED BY Hemingway DATE March 19, 2015 SHEET NUMBER .......... 7 �171 5 SODS PER CAFAA COA�MENTS USACE 404 WETLAND ELI A R C H I T E C T S 514 Market Street Wilmin n N LL rF 4. PARCEL TOTAL AREA: 353.97 acres (GI S) A 5. SCOPE OF PROJECT: THIS PROJECT PROPOSES THE RENOVATION nF FYIqTlNr', 70RE YOU DIG 1 EXISTING ASPHALT ROAD EXISTING ROAD UPGRADED FOR HEAVY DUTY FIR TRUCK ACCESS - ASPHALT - E SEE CIVIL DRAWINGS N PROPERTY INFORMATION: F I Owner: Parcel Identification Number: National Audubon Society 9942-59-0885 225 Varick St, Fl. ' ' 7 0 New York, NY 1OC14-4396 Contact: Current Zone Classification: Robbie Fearn SFO 252-453-0603 rf earn@ audu bon,c g Site Address: Parcel Total Area: 305 Audubon Drive 353.97 arces Corolla, North Carolina 27927 AREAS OF ENVIRONMENTAL CONCERN: 404 Wetland (approx. area): od 30.3 Acres 7:1 Coastal Wetland and Open Water (approx. area): +/- 162.2 Acres AREA OF DISTIURBANCE: Limits of Disturbance: +/- 264,352 square feet (6.07 acres) The Lawn Site P"Nan RE E 9.6 1 W4. 1*011y" Mailliflimm MiMINN" i lmolol�lm " REVISIONS F I tt o z 0 b z 0 od 7:1 4-J U REVISIONS EY—END DECK RE-GRADE EXISTING PATH TO MEET PAST POST NEW BRIDGE DECK ELEV. 1/2" PER FT. SLOPE MAX. (TYP.) EXISTING GRADE 2x4 (a-) JOISTS TO HEADER 7 Elevation @ Bridge over Canal P-4 s scale: 112" 1 -0" 7 Cl) 61-0" , ljvc elf TOIA, ,5111 ,D P.T. TOP RAIL W7--I 1/2"R AT --Vl2x,' = E,D1ES ON TOP co �c--4x-' P.T. INTERMEDIATE PC 'T TYPICAL EACH SIDE [V--2X-' P.T. RAILS EQUALLY SF -(QED (u 2x6 P.T. DECKING ,-FIN _5/&'3 HOT DIP GALV. M A /�2' TI-'FOUGH BOLTS (TYP.) a VARIES - SEE PLAN : 4 11 a, ilk 2x8 JOISTS @ 14" O.C. - 2.5 CCA 2x10 GIRDER - EACH > 0 1 1 1 1 0 0 0 SIDE OF PILE - 2.5 CCA L J La T1 SEAWALL GRADE I' -C 8" PILES @ 8'O.C. MAX. - 2"x10" SLOPED TOP RAIL 5/4"x4" P.T. HORIZONTAL PICKET WATERLINE 6' MINIMUM EMBEDMENT SIG 225 SERIES VINYL SHEETING - INSTALLED WITH 1" VERTICLE SPACING BETWEEN SHEETS PER 1 LINEAR FOOT INSTALLED Section @ Dock & Breakwater scale: 112" = 1 '-0" 2x8 P.T. JOIST NOTCHED INTO COLUMN BOTH SIDES TRANSFORMER FOR LED LIGHTING SPACING AS REQUIRED TO BE HIDDEN FROM VIEW 6x6 P.T. TIMBER COLUMN 2x10 P.T. SLOPED TOP RAIL I I A R C H I T E C T S 514 Market Street Wilmington, NC 28401 Tel - (910) 762-2621 762-8506 % 01�11111811141j* % R S ED 0 10, 1, "�i 'C3 C) ' 't4 ui 7 Cl) 0. ly CNT , ljvc elf TOIA, ,5111 co miN (u __'C0 2x6 P.T. DECKING (2) P.T. 2x10 AT EACH SIDE 6x6 POST I I A R C H I T E C T S 514 Market Street Wilmington, NC 28401 Tel - (910) 762-2621 762-8506 % 01�11111811141j* % R S ED 0 10, 1, "�i 'C3 C) ' 't4 ui 7 0. ly CNT , ljvc elf TOIA, (u cd z b u z 0 7� Q.) 4-J u b Section Ca) Elevated Walkway 2' SHUDR. SLOPE 0� iwREPARED, GRADED & COMPACTED -STOGRADES 1.5" ASPHALT SF-9.5A 1.5' ASPHALT SINDER 1-198 8' AGGREGATE WE COURSE 2' WIDE GRAVEL SHOULDER, 8- THICK k W ji� qt , FT 2' SHLDR. Em N`fx�\\A RADIUS CONC, TOP 2500 PSI CONCRETE .ADA RESERVED PAR19jYG SI(7N DETAIL N.T.S *MIN. 5 HC PARKING SPACES REQUIRED 13 A 201 ISO ZA 1111001 MIZAA kq 010111 100111MIJ " 1211#1 VXfA11 GRAVEL BASE (STORAGE LAYER) TO CONSIST OF 12" MIN, THICKNESS. GRAVEL BASE (STORAGE C q i 'VAN ACCESSIBLE" SIGN 4' ABC VAN WASSING, 1,5" 100% 1.0" 957.(±5%) Si : R7-8 OR R7—BA RESERVO) GREEN BORDER AND LEGEND PARKING MITE BACKGROUND BLUE - IN ACCORDANCE W1 [R ADA STANDARDS T PENALTY SIGN: R7-aD GREEN — BORDER AND LEGEND MITE - BACKGROUND Em N`fx�\\A RADIUS CONC, TOP 2500 PSI CONCRETE .ADA RESERVED PAR19jYG SI(7N DETAIL N.T.S *MIN. 5 HC PARKING SPACES REQUIRED 13 A 201 ISO ZA 1111001 MIZAA kq 010111 100111MIJ " 1211#1 VXfA11 GRAVEL BASE (STORAGE LAYER) TO CONSIST OF 12" MIN, THICKNESS. GRAVEL BASE (STORAGE LAYER) SHALL QQNEORM TO TFIE FOLLQZRQ_LffAMUQ, 4' ABC sflyl WASSING, 1,5" 100% 1.0" 957.(±5%) 0.5" 457.(±5%) No,4 <5% COMPACTED STONE TO HAVE 40% VOID SPACE. 2' THICK 1007. OYSTERSFIE.' L 95%(±5%) SURFACE 45%(±57.) 4' ABC <5% COMPACTE' TO HAVE 40% BASE LAYER COMPACTED SAND S; BGRADE 2.5' WIDE WHEEL STRIP 0 6' ON-CENTER (FILL GRASSPAVE WITH nRAVFI ) nRARRPAVF 7- a, comEmm PERIMETER AND HIGH TRAFFIC AREAS 50 CM (19.7-) PLAN GRASSPAVE2 SQUARES L-----&3 CM (3.3 13 CM (0,9") 6 CM (2.4") ENLARGEMENT REMAINING ANCHORS ING PERIMETER AND i TRAFFIC AREAS NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER. .*401-d � W. �w ft P.Nhww Inviable Structures, Inc, — 1600 Jackson St., Suite 310, old 80401 800-233-1510 OR 303-233-8383 — Fox 303-233-8282 — www.invisiblestru�ztures.com — Rsv� 08/04 20' NOT TO SCALE Invisible Structures, Inc, GPDET.DWG ELEVATION VARIES SEE GRADING PLAN FOR SPOT GRADES 2.5' WIDE WHEEL STRIP 0 6' ON-CENTER (FILL GRASSPAVE WITH GRAVEL). GRASSPAVE _FYIPICAL GRASSPAVE2 DETAIL CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES 1 OF 1 1600 Jackson St., SteQ,0j GOLDEN, COLORADO 80401 800-233-1510 OR 303-233-8383 FAX: 800-233-1522 OR 303-233-8282 www.invietblestructures.com rev, 10/05 ANAM JIM '0_ 10 I Am W N.T.S. 1.5' 1007. 1.0' 95%(±5%) 0.5" 45%(±57.) No.4 <5% COMPACTED STONE TO HAVE 40% VOID SPACE. 4-) 0 0 z z 4 0 0 z C:6 0 E- 0 CIO co U) JOB NUMBER P12021 DRAWN BY DAD 'HECKED BY DAD DATE SEPT. 19, 2014 SHEET NUMBER 211912015 10:02 AM I HORIZONTAL SCALE: 1' - 20' VERTICAL SCALE. t® - 5' 92 11" d d PLANS d RD' To Comm W A Ir a MIR= OF TIN SEE LANDSCAPE FOR PLANTING ZONES INFORMATION b o 12 Daffilamom mug ONCRUCTIOD am 7W amma w7w f? lb sEELANDSCAPE PLANS FOR PLANTING ZONES INFOFWATTON ob MMM NCDGT STANDARD d M35 DROP NO MONK OUTLET POND CONTROL SMCTURE (SEE DETAJL. THIS 94EET) NORMAL POND ELEV 0 OX :TOP 0 ELEV. 14, INVI 0 (-ZO') 00KIRACTUR TO 0004W HORIZONTAL SCALE: 1' - 40' \iAlTICIL SrALF: A_- HORIZONTAL SCALE: l' - 40' VERTICAL SCALE: I' - 10' MOW WMI WnAT OMW40L =07 STANDARD 54Q35 MW KIT TO BE WIMM "' '=Aj:2?'W A *Oft MOW NO d RD' To Comm W A Ir a MIR= OF TIN SEE LANDSCAPE PLANS FOR PLANTING ZONES UAWM TO BE IWAUS TO PROVIe A WOR 99nW THE 12 Daffilamom mug ONCRUCTIOD am 7W amma w7w f? FARM ABME OONYRACM sEELANDSCAPE PLANS FOR PLANTING ZONES INFOFWATTON ob MMM NCDGT STANDARD d M35 DROP NO NFORMA'DOM r m Saw QOmmKcPcN M POND 00KIRACTUR TO 0004W HORIZONTAL SCALE: l' - 40' VERTICAL SCALE: I' - 10' aY MONK mm owm MT TV ED-fflda— Q0hmaQL--f�uMIM` MODIFIED NCDOT W.35 DROP INLET, STRUCTURAL DESM M CONFORM T O N CDOT STANDARDS - w-mm ow DRAmm Am MOR TO m sE PJWTTM 10 DED. INGPEORK KLC FUR NEVER QW50WIM NTS iIC'JL'I� ff Q) 0 F. 0 z z 0 z E- co r U) z 0 L) 0. F— CL LLJ z ui < CL Cr- L) REVISIONS 2122/2015 11:02 AM MOW WMI WnAT OMW40L =07 STANDARD 54Q35 MW KIT TO BE WIMM "' '=Aj:2?'W A *Oft MOW NO RD' To Comm W A Ir a MIR= OF TIN SIMICIGRE To MJM THE INSIRIM OF DINDOW& 9' IWATED UAWM TO BE IWAUS TO PROVIe A WOR 99nW THE Daffilamom mug ONCRUCTIOD am 7W amma w7w FARM ABME OONYRACM MONK WON BOARDS Wr TO OWWAL POND EMATON AT MV KID- MMM NCDGT STANDARD M35 DROP NO r m Saw QOmmKcPcN M POND 00KIRACTUR TO 0004W M EX 0' PC AT WRIUM WVW SMA" (APPRW CMTRACTUR TO WN.L HER r PC KH40 PK TO F Comm owwRX 3TMXRm 10 PAa W. (-Z w) cE BLUUM aY MONK mm owm MT TV ED-fflda— Q0hmaQL--f�uMIM` MODIFIED NCDOT W.35 DROP INLET, STRUCTURAL DESM M CONFORM T O N CDOT STANDARDS - w-mm ow DRAmm Am MOR TO m sE PJWTTM 10 DED. INGPEORK KLC FUR NEVER QW50WIM NTS iIC'JL'I� ff Q) 0 F. 0 z z 0 z E- co r U) z 0 L) 0. F— CL LLJ z ui < CL Cr- L) REVISIONS 2122/2015 11:02 AM EXISTING FIELD DINING HALL DUPLEX - bYbILM EXISTING LOT LINES FROM THE PINE WASTEWATER Ulbl UbAL ISLAND ESTATES SUBDIVISION (ALL LOTS /-i iinr- riff I A m -rr- m c- A K I r\ r%r-)r-Ki i N SITE GURRITUC, SOUND ASTEWATER SURFACE EXISTING COTTAGE TO W BE RENOVATED FORCEMAIN ALIGNMENTS U. 07 ----WATER MAIN CANOPY LINE EXTENSION EXISTING TREE EXISTING POND LEADING TO BAUM CREEK LEGEND "N BEFORE YOU DIG iL EXISTING WETLANDS .... VSS/ . 10 PROPOSED CONCRETE PROPOSED ASPHALT PAVEMENT % EX STING COTTAGE TO ft ACCESS DRIVE if au SEAL PROPOSED PERMEABLE CONCRETE BE RENOVATED PARKING 26980 CALL TOLL FREE PROPOSED PERMEABLE PAVER BLOCKS 00 REBAR SET o 50 PENNY NAIL AS SURVEY EXISTING COTTAGES 01 civil, �1\161WFIII\16 51�plvlc�5 RE I NU 111CC N5� NO: F-0929 C PROPOSED ASPHALT TO BE RENOVATED _11-FICAITI CATV NO. DATE REVISIONS 1-800-632-4949 EX. OP ACCESS AND COPM16Hr Q 2014 EX. CM 2 AALAW MV&/AWZ/W, FUC ORTH CAROLINA WATER VALVE MIS DgCtf-EW 15 TW T URN-AROUND PROPM7Y OF ANLAW 0 GAS TANK EWIAEERI C� AU Rl&lfr-5 nNF' rAl ASTEWATER SURFACE EXISTING COTTAGE TO W BE RENOVATED FORCEMAIN ALIGNMENTS U. 07 ----WATER MAIN CANOPY LINE EXTENSION EXISTING TREE EXISTING POND LEADING TO BAUM CREEK M" PLAN LEGEND ..... iL EXISTING WETLANDS .... VSS/ . 10 PROPOSED CONCRETE PROPOSED ASPHALT PAVEMENT % ft ACCESS DRIVE if au SEAL PROPOSED PERMEABLE CONCRETE PARKING 26980 PROPOSED PERMEABLE PAVER BLOCKS 00 REBAR SET o 50 PENNY NAIL AS SURVEY TRANSVERSE STATION 01 civil, �1\161WFIII\16 51�plvlc�5 RE I NU 111CC N5� NO: F-0929 C JAV�� Y NjI, - _11-FICAITI CATV NO. DATE REVISIONS EX. OP NCGS MONUMENT "Run 1995" COPM16Hr Q 2014 EX. CM 2 AALAW MV&/AWZ/W, FUC X WATER VALVE MIS DgCtf-EW 15 TW . .... . ... .. PROPM7Y OF ANLAW 0 GAS TANK EWIAEERI C� AU Rl&lfr-5 EXISTING CONTOURS ARE RMERVW, AW EX. UNDERGROUND POWER LINE ALEFROa-C7700V OF THIS OR EX. UNDERGROUND COMMUNICATION LINE FV5505510N MITHOUT PRIOR EX. UNDERGROUND GAS LINE REWH/5.5/0H OF AMAW EX. WATER LINE &A91 IA491 RUC, HILL BEA EX. WETLAND DELINEATION LINE W01-A 770H OF C47PM16H7_ LAH M" PLAN LEGEND EXISTING ASPHALT PAVEMENT iL EXISTING WETLANDS PROPOSED CONCRETE PROPOSED ASPHALT PAVEMENT PROPOSED 20' GRASSPAVE FIRE ACCESS DRIVE PROPOSED PERMEABLE CONCRETE PARKING PROPOSED PERMEABLE PAVER BLOCKS 00 REBAR SET 50 PENNY NAIL AS SURVEY TRANSVERSE STATION S.S.S NAIL & WASHER SET WATER METER PHONE PEDESTAL CATV EXISTING FENCE EX. OP NCGS MONUMENT "Run 1995" El EX. CM 2 TRANSFORMER/POWER BOX X WATER VALVE BORING STAKE BIRDHOUSE 0 GAS TANK EXISTING CONTOURS PROPOSED CONTOURS EX. UNDERGROUND POWER LINE EX. UNDERGROUND COMMUNICATION LINE APPROXIMATE UNDERGROUND UTILITY EX. UNDERGROUND GAS LINE 0 n 0 n EX. WATER LINE EX. TRAVERSE LINE EX. WETLAND DELINEATION LINE PROPOSED FIRE HYDRANT `lj P PROPOSED THRUST BLOCKS PROPOSED GATE VALVE & BOX PROPOSED WATER METER AND VAULT EX. WETLAND DELINEATION FLAG EX, TREE Ladullm