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HomeMy WebLinkAboutSW8200509_Approved Plans_20200609PROJECT INFORMATION ECES PROJECT NO: 2300.0900 LEGAL REFERENCE TAX PARCEL: DEED: LOCATION: SITE SUMMARY -IMAL WIL AKCA: TOTAL DISTURBED AREA: ZONING EXISTING ZONING: EXISTING USE: PROPOSED USE: FLOOD ZONE 1' LINIVi 1Vit-11 . ZONE(S): DATUM BENCHMARK BUILDING SETBACKS FRONT: REAR: SIDE: 244CCO18 & 244CCO17 B 2842 P 455 & B 2710 P 532 GOOSE CREEK ROAD 428,201 SF = 9.85 AC 423,442 SF = 9.72 AC R-7500 VACANT SINGLE FAMILY LOTS 3720107700J X SEE EXISTING CONDITIONS SEE EXISTING CONDITIONS BRICKL ANDING PUD 15.0' 30.0' GOLF COURSE LOTS ALL, OTHERS 10.0' 7.5' VICINITY MAP NOT TO SCALE SITE DEVELOPMENT PLANS [E0el THE GREF--...N SIDF MANORS AT1111 BRICK LANDING PLANTATION BRUNSWICK COUNTY, NORTH CAROLINA OWNERS: CTC BRUNSWICK HOLDING, LLC 936 SPRINGHILL RD ITMEX OF SHEETS MULLAN, VA 221U2 co.o COVER SHEET C1.0 EXISTING CONDITIONS LOTS 1-16 & 26-39 C1.1 DEMOLITION PLAN C2.0 SUBDIVISION PLAN C21 GENERAL NOTES KENT W COLTQN & KATHRYN P C�LTON C3.0 SHEET NUMBER NOT USED C3.1 SEDIMENTATION/EROSION CONTROL PLAN 936 SPRINGHILL RD C3.2 STORMWATER STRUCTURE PLAN C3.3 STORMWATER PIPE PLAN MCLEAN, VA 22102 C4.0 GRAVITY SEWER PLAN LOTS 17-25 C4.1 GRAVITY SEWER PLAN C4.2 GRAVITY SEWER PLAN C4.3 FORCEMAIN PLAN C4.4 WATER DISTRIBUTION PLAN C4.5 SEWER BYPASS PLAN C5.1 SEDIMENTATION/EROSION CONTROL DETAILS FEBRUARY 2020 C5.2 STORMWATER DETAILS C53 - C5.7 BRUNSWICK COUNTY GENERAL WATER &SEWER DETAILS """ C5.8 - C5.10 BRUNSWICK COUNTY GENERAL WATER DETAILS C5.11 - C5.13 BRUNSWICK COUNTY GENERAL SEWER DETAILS C6.0 ROADWAY PLAN AND PROFILE 1 C6:1 ROADWAY PLAN AND PROFILE C6.2 ROADWAY PLAN AND PROFILE 7.0 NCDOT DRIVEWAY PLAN APPROVED p 8.0 GRADING PLAN ;Off"IN CAROLdNA ENVIRMOAftnt 8.1 GRADING PLAN T &b� G/4bd..'+ro bw8 aoosz�q A' East Coast Engine ENGINEERS •\PLC 4918 Main Street Post Office Box 2469 Shallotte, North Carolina 28459 ig & Surveying,, P.C. ERS •SURVEYORS Phone: 910.754.8029 Fax: 910.754.8049 Firm License Number C-3014 PRELIMINARY ISSUED FOR PRICING AND PE iITTING OVERALL PLAN NOT TO SCALE 19 This dining shall not be rcproduccd in whole or in part without wdacn permission of Gast C'.oast Cnginc.ring &. Surveying , P.C. ECES PROJECT NO. 2300.09 Revisions 179 OCEAN ISLE BEAC VICINITY " NO SCALE �2" ASPHALT CONCRETE SURFACE COURSE (1 LAYER) S9.5B -PRIME COAT ----8" NCDOT APPROVED AGGREGATE BASE COURSE (ABC) (COMPACTED TO 100% MODIFIED PROCTOR) +---SUBGRADE (COMPACTED TO 100% STANDARD PROCTOR) • UNDERCUT ANY UNSUITABLE MATERIAL UP TO 24" AND REPLACE WITH SELECT MATERIAL AS REQUIRED. * NO BASE COURSE SHALL BE PLACED ON MUCK, PINE CLAY, ORGANIC MATTER OR OTHER UNSUITABLE MATERIAL. * WHEN CURBING IS NOT SPECIFIED, BASE COURSE SHALL EXTEND A MINIMUM OF 12" BEYOND EDGE OF ASPHALT. " THE PAVEMENT DESIGN SHOWN REPRESENTS THE MINIMUM THICKNESS OF SURFACE AND BASE COURSE TO BE USED. SUBGRADE SOILS TESTS MAY DETERMINE HEAVIER PAVEMENT DESIGNS ARE REQUIRED. * ALL MATERIALS SHALL MEET THE REQUIREMENTS SET FORTH IN THE LATEST EDITION OF THE N.C. STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. * CONTRACTOR SHALL NOTIFY ENGINEER IF SATURATED SUBGRADE IS ENCOUNTERED DURING CONSTRUCTION AS ADDITIONAL DRAINAGE MEASURES MAY BE REQUIRED. ASPHALT PAVING SECTION RMI NOTE: THIS PAVEMENT SECTION WAS NOT DESIGNED TO SUPPORT THE LOADS IMPOSED BY HEAVY CONSTRUCTION VEHICLE TRAFFIC. ADDITIONAL ASPHALT IS REQUIRED IF THE CONSTRUCTION IS TO BE PHASED. CONSULT WITH GEOTECHNICAL ENGINEER FOR GUIDANCE. 4" TYP.v i 18" ROLL CURB & GUTTER 59 26 B-B ASPHALT 18" ROLL CURB -0" "TYP J "I NCDOT APPROVED AGGREGATE BASE COURSE COMPACTED SUBGRADE TYPICAL ROADWAY SECTION C ACE 23 LOSG �' LO" � 0 R�pNT p� W A � RMt NC GRID , w Ai 83-2011 WINFORD BROCK o yd d , n MAP CABINET ,11,,PAGE 23 � 9 � � ram'' t G � � 'S� �,• � PARCEL# 244EC010 ZONED: R 6000 (COUNTY) RESIDENTS '� • • CZ � � � G 7� tri � o '� n � tp �7 0 a cz O n 9 20' SLIDING GATE O CZ o ors +-d , ° CTl o ' , r - I f 'x w o l w w Cri (SIREN ACTIVATED) � ,.d t EMERGENCY ACCESS oo r, ' v' O o 1' NJ "' --"� ONLY. O nio tit , w� 0 OO C�'� CORA W PHIPPS n o rs ``� �, ° 0 9 0 4 �,,,� r- 62• 6� MAP CABINET 11, PAGE 23 , rn 26' 35 �- SEE ASPHALT io PAR N11' PAVEMENT SECTION CEL# 244FC019 ° w FOR DETAIL. CHRISTOB LONG E & TONYA ZONED: R-6000 (COUNTY) , B LONG RESIDENTS O 9 HAROLD D WALKER MAP CABINET 11, PAGE 23 `' EXISTING BC SEWER p SOUTHERN OAKS VILLA$ PARCEL# 244FCO20 _---- --' MAP CABINET 11, PAGE 23 , --/ PUMP STATION CONDO BOOK 6, PAGES 1-6 PARCEL# 244FCO21 ZONED: R 6000 (COUNTY) RESIDENTS ZONED: R 6000 (COUNTY) c:c NO y O n d oo RESIDENTS ��_ 1g•49 z d � 9 6, # rd o v) O no �, � � 55 (12' = 56 00 Cn 7' 37 O5 g6, '� Ch =15' h -56.4/ N n nj .- , N 60 06 a? 1 °b���., dam" n�bpw�,.� 6 35� ° y O �c w N11 2_ 60 os 17 r.5 so47 S.F. ,,4 t.� o r' „' Crl , N 4� ,.� s 140 S.F. �' 19 a.12 Ac. rs�-a *rs `-� ►, g8 0.12 Ac. R250 , r; 6718 S.F. o �. ,� C1 w y BB 60 � cv can, a� t� 1'rs cy f O t � ° o � -----G r�o , , 0.15 Ac. ors ,..j �.. n ,.� O �- 3 1 ACI` SCAT' `o� BETTY EVANS �' a 1. ° o �' N "3 0 6°f°por�AL� A�EQ�A� 6� 1 � 16 � .y� "� ,�h , 20 n n O t}FFER ADD IS ao .�_ B O � 7173 S.F. hp• � rod MAP CABINET 11. PAGE 23 "a O o "� O t T� A`� 5�.49 �� i f ii t 8943 S.F. rk2 a U' N T N '�+ io VEGEI ' �, 0.16 Ac. •�- r• - 21 r PARCEL# 2441FCO27 , a` O �'' w TIO� Tll`�G = 15 rt ' G , 0.20 Ac. , 12 o , -' GETA EIS AO t- VE26 S.F. F T TLER G 56 ,- 7911 S.F.s VELNA M HUF S E ZONED: x b000 (COUNTY) �ST� D 14 , 22 w (E QLj 0.18 Ac. _ 0.22 Ac. DALLAS C MCKEEL JR RESIDENTS , RE t �1 (� , 0 7825 S.F. C .-12.36 , 8373 S.F. , ILI 5-�' t 13 a, 0.18 Ac. , 5 MAP CABINET 11, PAGE 23 ' 6 0d , �� N ' �� 1 a.19 Ac. , 6.97' N2� PARCEL# 244FCO2701 5 1 7779 S.F. r a� h 1 2 t d- 15 ' i 0.17 Ac. rn � ZONED: R-6000 (COUNTY) 56 fld � � 11 0 7360 S.F- � � � �rye, 23 1 ,/ RESIDENTS ` ._r la 6997 S.F. 0.17 Ac. ' •� / ,� 8267 S.F. : 6 00 , C, ' cr• , t 3 - 5, 10 0.16 Ac. , 50 0.19 Ac. t ,� 4.0 17 0' 6937 S.F. 44,E 1 N 9 4 0.16 Ac. � � d- N11 4 , �r- 6974 S F 3. l V 56�5 5600 30 CIA 0.16Ac. ar3, 6899 S.F. t 1.70' / 56 00 31 0.16 Ac. L__- 545g 35 , 7088 S.F. r .46' 3 , 32 ` 0.16 Ac. 1 1 72 Ch -15 60.08 S6' 34 00 33 7 12 S.F. , 5 56.07' cam► O.lb Ac. , 57.3 ' ' �-" 257,fi3 cxv 34 7200 S.F. 33.49' 31 �E �- -- 34.00' ,,- N 54 S5 59 - 0.16 Ac. 57 • , � 7183 S.F. 03 - 35 � 0.16 Ac. � � 561a_---- � 7166 S.F. 49 1 36 0.16 Ac. 66, �_ 56 �0,0000111111 r- 82 S.F. 37 0.1s \ 6757 S.F. ' f, 0.13 Ac. ,..- 56A0 #17 FAIRWAY 38 ` - ^_� BRICKLANDING GOLF COURSE -� � " 56.00 / 7781 S.F. 0.18 Ac. ` 56.04 39 \ / 9001 S.F. \ 16 $�p�N_i 0.21 Ac. OCEAN ISLE COUNTRY CLUB LLC BRUNSWICK COUNTY GENERAL NOTES: -� MAP CABINET 33, PAGE 537 PARCEL# 2440000106 1. PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER AND 1 'i ZONED: R 7500 (COUNTY) 51 �� SEWER. A UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY / GOLF COURSE RING AKTD EMERGENC S70' 50' 25"W \ \ \ 42.78' \ \ � S14' 54' 29"E S69' 03' 11 "W 22,58' 2.29' \ \ PROPOSED CARTPATH EASEMENT LEGEND LABEL SYM. DESCRIPTION IPF/IRF IRON PIPE /ROD FOUND IRS O 5/8" REBAR SET NCGS GEODETIC MONUMENT PKS A P.K. NAIL SET CSPK ® COTTON SPIKE PNS 3sE POINT NOT SET CATV ® CABLE TV PEDESTAL EB ® ELECTRIC BOX FH FIRE HYDRANT FOP �: FIBER OPTIC POST ICV Q IRRIGATION VALVE PP O POWER POLE LP i LIGHT POLE SMH ® SEWER MANHOLE SCO © SEWER CLEANOUT TPED T TELEPHONE PEDESTAL TMIH TELEPHONE MANHOLE WM ® WATER METER WV ca WATER VALVE SV SEWER VALVE RPZ REDUCED PRESSURE ZONE DI �] DROP INLET SWM 4 ® STORMWATER MANHOLE JB ® JUNCTION BOX INV. INVERT OF PIPE U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT ENGINEE Y lv1ANAGEMENT. 2. COUNTY AND STATE STORMWATER PERMITS SHALL BE OBTAINED PRIOR TO ANY CONSTRUCTION. NO NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED. 3. THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER COVENANTS, AND DEEDS SHOWING THE LOCATION OF WETLANDS AND NOTING THAT THOSE AREAS MAY NOT BE FILLED, DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY PERMITTED BY THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND/OR THE U.S. ARMY CORP OF ENGINEERS. ACCORDING TO THE OWNERS NO WETLANDS ARE LOCATED ON THIS PROPERTY. 4. THE LOT OWNERS OF THIS SUBDIVISION SHALL BECOME MEMBERS OF THE BRICK LANDING POA, MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE WITHIN THE DEVELOPMENT. THE HOMEOWNERS ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH IN SECTION 6.11.2..OF THE BRUNSWICK COUNTY UNIFIED DEVELOPMENT ORDINANCE. 5. ALL ROADS WILL BE PRIVATE AND BUILT TO NCDOT MINIMUM PAVING STANDARDS FOR SUBDIVISION ROADS PER BRUNSWICK COUNTY UDO 6. ALL STREET LIGHTING WILL BE INSTALLED IN COMPLIANCE WITH SECTION 6.9.OF THE UDO. 7. A TRAFFIC IMPACT ANALYSIS (TIA) IS NOT REQUIRED FOR THIS PROJECT. CTC1RUNSWICK HOLDING, LLC PROPOSED 20' STORMWATER EASEMENT 936 SPRINGHILL RD MCLEAN, VA 22102 -21.34' LOTS 17 - 25 KENT W COLTON & KATHRYN P COLTON 936 SPRINGHILL RD MCLEAN, VA 22102 SCALE: 1" = 50' 0 25 50 100 150 ENTIRE PROJECT TO BE CONSTRUCTED BY CTC BRUNSWICK HOLDING, LLC PROPERTY INFORMATION: LOTS 1 - 16&26-39 TAX PARCEL NUMBER: 244CCO18 (CTC BRUNSWICK HOLDING) DEED REFERENCE: DB 28429 PAGE 455 MAP REFERENCE: MC 33 PAGE 535 TAX PARCEL NUMBER: DEED REFERENCE: MAP REFERENCE: SITE AREA: s LOTS 17 - 25 244CCO17 (KENT & KATHRYN COLTON) DB 4285, PAGE 1312 MC 33, PAGE 535 7.21 ACRES (244CC018) 2.64 ACRES (244CC017) 9.85 ACRES TOTAL CURRENT ZONING: R 7500 (BRICK LANDING PUD) LOTS TOTAL LOTS: 39 SINGLE-FAMLIY BUILDABLE LOTS: 39 SINGLE-FAMLIY SMALLEST LOT SIZE = 5,047 SF - 0.12 AC (LOT 18) AVERAGE LOT SIZE = 7,174 SF - 0.16 AC OPEN SPACE = 1.04 ACRES DENSITY = 3.96 UNITS/ACRE N41N BUILDING SETBACKS: FRONT YARD: 15' SIDE YARD: 7.5' REAR YARD: 10' LOTS 1 THRU 24 REAR YARD: 30' LOTS 39 THRU 30 RESIDENTIAL STREET GEOMETRY PER BRUNSWICK COUNTY, USE NCDOT SUBDIVISION MANUAL, MIN'. DESIGN AND CONSTRUCTION CRITERIA FOR SUBDIVISION ROADS, SECTION - MIN. DESIGN CRITERIA, PG. 26. MIN. CENTERLINE RADIUS - 300' CUL-DE-SAC (WITH C&G) - RW radius - 50' RW WIDTH - 50' FOR SHOULDER SECTION ON LEVEL TERRAIN. WATER AND SEWER PROVIDED BY BRUNSWICK COUNTY (i o N CV) � .` oaU 00 0 O Cq LID "T W po�5 � -oz LU > �� -C U _ x W N a_ E • .- LU LO • N Vl uJ O N 'O W z m � CU -�--- V U Z�a w CIDz O � 0 4- 1 O 75 �o x� 0�z zoo z Way Q °z °o�Qr z0 U x� Date: 2-10-20 Scale: 1"-- 50' Drawn By: MGB Checked By: ACL/JCR PRELIMINARY ISSUED FOR. PRICING AND PERMITTING THIS PLAN IS NOT ISSUED FOR CONSTRUC11ON WTHOUT AFFIXED CORPORATE SEAL. ,\11111itiif \��� A 'f� AL 3504 5-5-2020 a s l�IAW 1 ``ave C2.0 © 2020 7 not be reproduced in whole or in part permission of East Coast Engi ECES PROJECT NO. 2300.09 0 50, 1 OD' SCALE: I"= 50' 0 WINFORD BROCK ?� MAP CABINET 11, PAGE 23 tj -C IC, PARCEL# 244FC0I0 0 ZONED: R-6000 (COUNTY) lip iz '-d RESIDENTS Y-4 rd A C) 5 tn ni C) a 0 0 0 0 ;V4 rp C1_9 r,"A -"d tj RIM ELEV 14.43 C NOB 23 0 1 S ;z �Z_ ?� i% it tr IN IN = 10.79 (FROM CI -I 0) rri .,,A V-d 01J. CET OTY� CORA W PHIPPS 6 INV OUT 10.50 (18" RCP) MAP CABINET 11, PAGE 23 a n b W ,--' 0 CHRISTOPHER E & TONYA 0 PARCEL# 244FC019 0 ZONED: R-6000 (COUNTY) 00 0 tp . B LONG RESIDENTS MAP CABINET 11, PAGE 23 HAROLD D WALKER PARCtL# 244FCO20 0MAP CABINET 11, PAGE 23 rXISTM Bf'STVVT-.R to til ZONED: I" (COUNTY) PlJMPSTATION 6 PARCEL# 244FCO21 RE�IDENTS -10 GS C1 ZONED: R-6000 (COUNTY) 0 �t, loso, RESIDENTS EXISTING CATCH RIM FI,FV 14.43 0 INV OUT 10.79 (15" RCP) lip Oro rd 0 0 "p, e BASIN TO BE REMOVED �jift 0 0 b. 'XISTING'CATCH RASNl Bit 0 0 0 REMOVI-1) Obi V).L 'Fi !% - C) CT-1 1 19 18 v tri ra �11* 00 0 0 20 , -� ti r- rr, ­4 rd -- -I RIM ELEV - 14.18 tn. d S 1�� "t RCP) In t4 moony 'P, 0, v� A soll'''', t4- C) W L INV OUT 10.53 (15"t RCP) 2 C1-9A la t;CPIII�G t cir t �P/. 07T LASO Te 2 RIM ELEV - 15.48 BETTY EVANS ills CI-12 L .11 �zlwv5v 17 15OF Pll �aos is 0_13 INV IN = 10.05 (FROM CI-9) MAP CABINET 11, PAGE 23 alolli� 0 L RI M ELEV 14.18 tA t, �Illjllllllllllllllllll1111 N RIM F.I,F.V 15.01 16 INV OLTT 10.05 (18" RCP).j PARCEL# 244FCO27 _V_F TXTIOOV�us VELNA M HUFFSTETLER ZONED: R-6000 (COUNTY) (31 �Gip INV OLTT =: 11.36 (15" RCP) V INV IN 10.53 (FROM C,1-1 1 vas"T � jvv DALLAS C MCKEEL JR RESIDENTS INV IN 9.60 (FROM CI-9A) MAP CABINET 11, PAGE 23 INV OUT = 9.60 (18" RCP) PARCEL# 244FCO2701 CI-7 11 5 ZONED: R-6000 (COUNTY) RIM ELEV - 17.70 1 � � � 1 RESIDENTS , f 114 � 1INV OUT = 13.92 (1511 RCP)13 1 � 14-- / _ RIM ELEV - 15.01 Cl- INV IN - 11.36 (FROM C,1-13) 5(Y OF FSET RIM ELEV = 18-59 12 INV XI EDGE OF IN = 9.40 (FROM Cl- 12) EXISTING LAKE ____- , INV OUT = 14.75 (1511 RCP) INV OUT = 9.40 (24" RCP) 24 EDGE, or, CI-3 - 9 10 JB-I EXI[STING, L AKr RIM ELEV - 19.78 8 RIM ELEV 15.75 INVOUT=16.1505'fRCP)_; ---------------- INV IN 9.10 {FROM c.1-8) 7 25 INV IN 9.10 (FROM Cl- 14) i ,INV OUT 9.10 (24" H DPt, MAP CABINET 33, PAGE 537 t ,6 OCEAN ISLE COUNTRY CLUB LLC 1 , L# t , 5 CI-8 2440000106 PARCE IF ZONED: R-7500 (COUNTY) CI 14 \N RM ELEV - 17.67 GOLF COURSE RIM ELEV 21.87 INV IN 10.60(FROM CI-6) INV OUT 18.21 (15" RCP) INV IN 13.92 (rROM C1-7) INV OUT = 10.60 (24" RCP)� / ' \ _27 Ft_:�_4aGENII SPILLWAY -� U CI-6 1 , 31 RIM ELEV = 18.58 PROPOSED 0-2A INV IN = 12.30 (FROM C1-4) STORMWATER POND RIM ELEV = 21.85 INV 1N = 16.50 (IRON CI-2) 33 INV OUT = 16.50 (18" RCP) r C 34 1-4 RIM ELEV - 19.75 35 INV IN 14.85 (FROM C.1-2A) /" ` 36� INV IN 16.10 (FROM CI-3) 37\ INV OUT = 14,35 (24" RCP) 38 _3 2 RIM F.I,F.V 21.87 INV IN = 18.21 (FROM CI- 1) 00 INV OUT= 17.96 (181, RCP) OCEAN ISLE COUNTRY CLUB LLC O \ MAP CABINET 33, PAGE 537 PARCEL# 2440000106 ZONED: R-7500 (COUNTY) � � \ / GOLF COURSE CARTPATH hASI-'.M]-*,N*I' IMPERVIOUS AREA DATA TABLE BUILDINGS (SF) ROADWAY AREAS (SF) FUTURE (SF) TOTAL (SF) PROPOSED EXISTING PROPOSED EXISTING 156,000 0 39,398 0 0 195,398 INV IN = 14.75 (FROM CI-5) INV OUT = 12.30 (24" RCP) 10'MORMWATER MAINTENAN-CE EASEMENT- #17 FAIRWAY BRICKLANDING GOLF COURSE FVFRY SCM 1\411,ACI-FI) BY FROSIO\ & ALI, SIDF 1.0ri'Ll\FS SHALL HAVF A IW SMIMEN-1-CONTROI, DURING THF STORMWATFR ACCESS EASFMEN'I'CFN'I*ERFt) CONS71'RUCTION IIHASF INCLUDING, RUT Nal' ON THE Lat'LINE AND SHALL HE KFFl- FRFF OF I,IMI-I-Fi}-rO,-I-HF.S-1-ORMWA-rFR I'ONDSHALL ALL VEGKIATION EXCEM'GRASS. BF, C-1,FANFI) OUT& RETURNFI)TO HS ORIGINALLY APPROVED DFSIGN PARAMETFRIS RIM ELEV = 17.20 INV OUT = 9.00 (24" HDPE Revisions 5-12-20 REVISED TABLE 5-28-20 ADDED NOTE PER STATE COMMENTS j. CL 01 M0 N 0, C: 0 43 Lr) Lr) 0 0 Z Uj > E,- 4) C X W 0 U Z U_ 06 CL V) LL LU LO M 01. CV V) rV "o a) I C IN = Lij z 4) ce) 0 b C 0 -7 -C LU 00 0 , 0 z 0 0 (L 4- 0 75 chi) I Date: 2-10-20 Scale: I fl= 50' Drawn By: JCR Checked By: ACL/JCR THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. CAP? SEAL 35054 5-28-2020 -IAN C3.2 Phis drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Survcymg P.C. ECES PROJECT NO. 2300.09 DNISto23 LING AC �ET�PA�''CY) MAp CAB _6000 (COUN z0 D. o °o �✓' 09 �N� rigO (" to W OCEAN ISLE COUNTRY CLUB LLC MAP CABINET 33, PAGE 537 PARCEL# 2440000106 ZONED: R-7500 (COUNTY) GOLF COURSE IMPERVIOUS AREA DATA TABLE BUILDINGS (SF) ROADWAY AREAS (SF) FUTURE (SF) TOTAL (SF) PROPOSED EXISTING PROPOSED EXISTING 156,000 0 39,398 0 0 195,398 I.. • t D-WIVA111340 MAP CABINET 11, PAGE 23 PARCEL# 244FCO21 ZONED: R-6000 (COUNTY) RESIDENTS ALL SIDE LOT LINES SHALL HAVE A IV STORMWATER ACCESS EASEMENT CENTERED ON THE LOT LINE AND SHALL BE KEPT FREE OF ALL VEGETATION EXCEPT GRASS. CHRISTOPHER E & TONYA B LONG MAP CABINET 11, PAGE 23 PARgL# 244FCO20 ZONED: 6000 (COUNTY) O r CORA W PHIPPS MAP CABINET n o N a 11, PAGE 23 n PARCEL# 244FC019 ZONED: R-6000 (COUNTY) O RESIDENTS 00l'TJ LN, 0 50' 3 00' SCALE: V = 50' O t % to c 6 1:�- �* to v�0o�0 w � N SD-10 - 137 LF 18" RCP /_-Nn1212o/ OTlIDL SHALLOW WATER Botanical Name Common Name Emergent Plants Alisma spp. Water plantain Acorus star. Sweet flag Alopercitrus howetiti Foxtail Canna lily `Bengal Tiger' canna Cladiuni jarnaicense Sawgrass Cyperus aristatus Flat sedge Iris heragona Hexagonal iris Iris nelsonii Nelson's Ins Iris pristnatica Slender Blue Iris Iris vzrginica Blue Flag Iris Iris mrsicolor Blue Flag Ins Iris fuizva Copper Iris juncus effuses Softrush Lelitochloa fasicularis Salt -meadow grass Ludurigia spp. Primrose willow Oryza satim Rice Peltandra z*ginica Arrow Arum Plantago major Common Plantain Pontederia cordata Pickerelweed Sagittaria latifolia Duck Potato Sagittaria lancifolia Bulltongue Sagittaria longiloba Arrowhead Saururus cernuus Lizard Tail Sclioenoplectus tabernaernontani Surpus arnericanus Three-squarebulrush Zizanua aquatica Wild rice Zizaneopsis miliacea Water millet Stormwater I'Vetlands 9-19 JuIv 2007 �4 -d to d o N "� N SD-9 - 2 w (a, 0.000, ?AN ISLE COUNTRY CLUB LLC. MAP CABINET'33, PAGE 537 PARCEL# 2440000106 ZONED: R-7500 (COUNTY) GOLF COURSE Revisions 5-12-20 REMOVED NOTE 5-28-20 ADDED NOTE PER STATE COMMENTS WINFORD BROCK MAP CABINET 11, PAGE 23 PARCEL# 244FCOIO l,J ZONED: R-6000 (COUNTY) �-- RESIDENTS o N � � .� OQ0 d'O� ry ' � E / a 6 � 5 oz �, r a) W o• 0 X WOPE - aE wx W DeG r- W W J LO ! 00 N Vl W 0)N• O WV)Z m� V V Z i 4- Q W °�02 O 0, a-- �o-�' U Q -F— v3 �n V W �4 CA 0 P4 0=0� FOON4 0 1�1 Z Z 0,�J W ^� V W � W �c :i � o V 1 U Date: 2-10-20 Scale: 1 "= 50' ® Drawn By: JCR Checked By: ACL/JCR 11112112 THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. \\O\\ 11IIlt//1/, \\t\ wC �A SEAL _ 35054 5-28-2020 ter'/i 7S%!AN 1111110 C3.3 ing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Surveying, P.C. ECES PROJECT N0. 2300.09 IN 17 __ 14- \ r - 1 5-- 1 5- --'' �h'1+67 \ 0 Al FA ` C 1 I l \ � i cam' . r FB] 6 1 0 20 40 --� STORMWATER P -OND 1 �ORIZONT s -CROSS SECTION DETAIL 16-` TIE BACK TO TEMPORARY EXISTING POOL GRADE AT 3:1 ELEV:16.20 OR FLATTER EXISTING GRADE ____w.. ___- ._ -_ _-_-- ____-._ ____ ---- ____ __ ___ ______ 18 __-------- _ ______ _____ - __ __-____ _ -- -_-- _ -- _ 16 2:1 FOREBAY SIDE SLOPE _ _ __ _ _ _ PERMANENT __ _ _ A� 0 20' 40' 0 5 7 U POND CROSS SECTION A - A' HORIZONTAL SCALE VERTICAL SCALE j1tJ;t1L.V1\ 1 L"1L r..7�.rii.Ji.. 0 2020 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Surveying, P.C. 6:1 SHELF AREA = 29299 SQUARE FEET ELEV AREA (qs ft.) DEPTH ft AVG END INC. VOL. (cu. ft. AVG END TOTAL VOL. cu. ft. 2.000 483.85 N/A N/A 0.00 3.000 871.80 1.000 677.82 677.82 4.000 1,305.89 1.000 1088.85 1766.67 5.000 1,772.01 1.000 1538.95 3305.62 6.000 2,270.21 1.000 2021.11 5326.74 7.000 2,800.53 1.000 2535.37 7862.11 8.000 3,363.01 1.000 3081.77 10943.88 9.000 3,957.70 1.000 3660.36 14604.23 10.000 4,584.64 1.000 4271.17 18875.40 11.000 5,242.02 1.000 4913.33 23788.73 12.000 5,926.61 1.000 5584.31 29373.05 13.000 6,638.39 1.000 6282.50 35655.55 14.000 8,937.08 1.000 7787.73 43443.28 FOR EBAY_VOLUME-STAGE STORAGE TABLE ELEV AREA (sq. ft.) DEPTH (ft) AVG END INC. VOL. (cu. ft.) AVG END TOTAL VOL. (cu. ft.) 9.000 726.25 N/A N/A 0.00 10.000 956.63 1.000 841.44 841.44 11.000 1,216.71 1.000 1086.67 1928.10 12.000 1,506.51 1.000 1361.61 3289.71 13.000 1,826.07 1.000 1666.29 4956.00 14.000 2,175.40 1.000 2000.74 6956.74 `3b43" L=37.75 R=286.74 0 4' �4.4" 55.77, 579 L=19.24 R=1 1.70 L=17.79 R=11.70 L=18.05 R=11.70 1E g2.55' 1�181 Q pg 24.14 0 20, 40' SCALE 1" = 20' PERMANENT POOL DIMENSION DETAIL NOTES: 1. 6:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES AND SHOULD BE PLANTED WITH A MINIMUM OF THREE (3) DIVERSE SPECIES OF HERBACEOUS, NATIVE VEGETATION. (SEE WETLAND SPECIES TABLE). 2. THE PLANTS SHALL BE SPACED AT A DENSITY OF NO LESS THAN 50 PLANTS PER 200 SQUARE FEET OF SHELF AREA, 3. SHELF AREA = 2,299 SQUARE FEET 4. 50 PLANTS/200 SF OF SHELF = A MINIMUM OF 575 SHALLOW WATER PLANTS IN THE SHELF AREA AND SHALL BE A MINIMUM OF THREE DIFFERENT SPECIES SELECTED T S FROM L O THE TABLE E T ENSURE DIVERSE ON SHEET C3.3 O E S AND VIGOROUS GROWTH. 5. A WETLAND SEED MIX IS NOT ACCEPTABLE FOR THE SHELF. PT R 6. THE FOREBAY DAM SEPARATING THE FOREBAY FROM THE MAIN BODY OF THE POND SHALL BE REINFORCED WITH A LAYER OF FILTER FABRIC AND RIP RAP TO PREVENT EROSION DURING STORM EVENTS. 7. EVERY SCM IMPACTED BY EROSION & SEDIMENT CONTROL DURING THE CONSTRUCTION PHASE INCLUDING, BUT NOT LIMITED TO, THE STORMWATER POND SHALL BE CLEANED OUT & RETURNED TO ITS ORIGINALLY APPROVED DESIGN PARAMETERS Ltv. = 14.UL Yoh 04� s OVERFLOW WEIR ELEV. =16.30 LINE FRAME, GRATE & HOOD SHALL BE NCDOT 840.03 CURB INLET OR APPROVED EQUAL. PIPE --\ SEE STORMWATER PLAN SHEET FOR PIPE MATERIAL, SIZE, ORIENTATION AND INVERTS. PIPE • •,WEIR .0 MIN 3:1 PLAN VIEW SLOPE TIE TO POND 10, TIETO POND 16.20 - -. ELEV. PIPE - --- •!• •;�`♦• �,t\ti'r:�. *j�•,!.i��°�T•�i�.!\±�_,.��+,!.iT �� iy �\•' •!�• � i�♦• �,�_i�;�\•�c \s _ =ii• f-•'i\`f t• i1 � `i\•->>a\s-- %i\• i\i-.- i\e-.�.G\•--'ils )i'•=' •\s-.�.i\`t.- •h•-)\�-- �• • •�rW WEIR VERTICAL_•a1•i%ii • • WALL I • r• • I SECTIONVEGETATIVE 6:1 CLASS B RIP RAP B-B'PROFILE OF SPILLWAY SLOPE SECTIONPROFILEOF SHELF VOLUME STAGE STORAGE TABLE ELEV AREA (sq. ft.) DEPTH (ft) AVG END INC. VOL. (cu. ft.) AVG END TOTAL VOL. (cu. ft.) 13.000 6,638.39 N/A N/A 0.00 14.000 8,937.08 1.000 7787.73 7787.73 TEMP -STORAGE -STAGE STORAGE TABLE ELEV AREA (sq. ft.) DEPTH (ft) AVG END INC. VOL. (cu. ft.) AVG END TOTAL VOL. (cu. ft.) 14.000 11, 380.48 N/A N/A 0.00 16.200 11, 380.48 2.200 25037.06 25037.06 0 M.D.G. MACK RODS W/ NUTS AND OG WASHERS 16 O.C. SHEET PHANG 7- -- 0 H.D.G. TIEBACK RODS W/ L NUTS AND OG WASHERS 1W O.C. PLAN VIEW 2X6Cill DEADMEN 4X6X3' DEADMEN X8 3/4" 6 M.D.G. TIEBACK RODS W/ H.D.G. NUTS AND OG WASHERS 1V 6X6X8' DEADMEN CLOTH LNER FRONT VIEW SECTION VIEW POND RETAINING WALL DETAIL NTS GENERAL NOTES: 1. All work shall be done in accordance with state and local building codes and ordinances. 2. Bulkhead is designed for horizontal and vertical earth loads w/no provision for mooring or surcharge loads. 3. Filter fabric shall be woven polypropylene mono -filament with a min overflow rate of 18 GPM/SF and apparent sieve opening of no. 70 and shall be Amoco 1199, Contech C70/06, Synthetic Industrial Erosion 1, or approved equal. 4. All wood shall be 2.5 marine grade treated and installed in strict conformity with Brunswick County ordinances and policies. 5. Sheet piling shall be Shoguard sg-425 synthetic sheet piling or approved equal. 6. Tie -back anchor rods shall be horizontally spaced 6' O.C. (SEE BULKHEAD DETAIL ). 7. All hardware, including tie -back rods, bolts, nuts, and washers shall conform to applicable ASTM specifications; Bolts - ASTM A-325; Nuts - AS A-563; Washers - ASTM A-436 and shall be hot -dipped galvanized. 8. Nails be hall SS 6p 1 ring shank nails. s 19. Drill undersized holes in small members to avoid splitting wood. 10. Backfill bulkhead in accordance with piling manufacturer's recommendations for same. 11. Should site conditions be encountered that are contradictory to design, consult Engineer for required modifications. SEE STORMWATER PLAN SHEET FOR RIM ELEVATION _ -d i.' e ..... .......... ............ .... ""-- ....... ...... ............... ....... S a' e . d d- e . d e e :d °• .a.e e. . ° ems. ° d a .Q a ... a a •. d°, ° - e.♦ n a e o d o' ° ..o. 4 ° ed 10, •. c e • ((� a' a a °- :4 ° o .d e . FILL WITH 3,000 PSI 6n CONCRETE TO INVERT OUT NOT TO SCALE PIPE PIPE Revisions 5-12-20 REVISED NOTE & DETAILS 5-28-20 ADDED NOTE RETAINING WALL DETAIL PER STATE COMMENTS U rn♦ v' r �Q? N ' •C: 0 005 U., „ �. v..cc 0 U i06J • CeU. LU _ PRECAST CONCRETE ION BOX RATED FOR MIN. nn11 , H-20 TRAFFIC LOADING IF W C LOCATED IN TRAFFIC AREA C: • Q* tV •- PIPE N N ,C FILL WITH 3,000 PSI CONCRET TO INVERT OUT 121,F� ���;•��•�, ell #57 ' t .,.COMPACTED ST- JUNCTIONBOX DETAIL NOT TO SCALE 1 A" f 3/8" R IIIII i i 1-1 1 1-1 1 1-1 1 1-1 1 I-III-1 1 1_ 18" CURB &GUTTER NOT TO SCALE B Date: 2-10-20 SEAL WATER -TIGHT BETWEEN PRECAST CONCRETE PIPE AND CATCH BASIN Scale: AS SHOWN NOTES: Drawn By: JCR 1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ° ELEVATIONS, AND TOP OF GRATE ELEVATIONS. A A Checked By: AL/JCR 2. SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE TO POND OUTLET. 3. ALL PIPE OUTLETS AND INLETS MUST BE SEALED ° WATER -TIGHT BETWEEN PIPE AND CATCH BASIN. 4. THE BASIN MAY BE DRAINED BY MEANS OF A GAS LB PRELIMINARY POWERED MUD HOG TYPE PUMP. PLAN VIEW AS REQUIRED ISSUED FOR PRICING AND PERMITTING RIM ELEV. = 17.20 TRASH GUARD #4 REBAR 4' O/C THROAT A �_:... : _ . ELEVATION PERMANENT POOL , -ssF 'ti .� �- TEMPORARY '•"�'': '` .'''`,`'�. EL= 14.00 POOL i i 610 THIS PLAN IS NOT ISSUED FOR 2-1/2' SCH. 40 PVC ORIFICE EL =16=20 .r: (I.D. = 2.45 IN. CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. 2 - TEES WITH SEALED PLUGS AS REQUIRED AS REQUIRED `\\� \� - CAR `'If HDPE INVERT EL = 9.00 HDPE FILL TO INVERT x. WITH AS REQUIRED -=;�,�.;,;�.�xt�.,�; �_ � a:�=xr:��-.;�j-•.-.:�-�: CONCRETE FILL TO INVERT :� `� =;-�'. f ' ,` +f35054 = �EAL WITH CONCRETE - ::Sc�'h�th'4:�••h°".•;sx,.-a"'?'`_._._:�'..==��`-n.",,�`,�� � ''F' `'.'� ��«x• �•SS, `x:'=:.4=-r4.- «vr: •y.- e.,- ,4a• �atn.� _ -CRUSHED STONEz` r ?= dam' 'CRUSHED STON": SM •'• 4 ;ram Y`': ..s3-!.�'C"s:� Ky:,• S. .'i'f::•!::-h^-'r1',,�'•.`4-� .•.="i.'. aS�..ri.*-YEA, E::'1� -r�=c ,'s::+-.?, C-s"•a•�-^: :;;'t,ri-"�,.'�>'�:�.;H:-:N tip: �:'t:��'n :-.�-•?ram' ,.,•.-: �.'`.a�i�: �'�. '.... _ _ \i!Yr'•��;. �':•i^9=--"•=t'Si^v,`ti"i"'j;c:?L:,;:�?,�`.t,-.... .,.�.s^�`-.`. f�i- J-2$-ZOZO ®t K'! ,•• `•• � '• /�' COMPACTED SUBGRADE COMPACTED SUBGRADE a�{{� 'i yi� 5j0 SECTION A A SECTION B-B �rtJll3ilil\1\ STORMWATER POND OUTLET STRUCTURE NOT TO SCALE C5.2 ECES PROJECT NO. 2300.09 N 0 STREET ;A 1+00 ]'A:MOB.Sfi CAI �N can � 39 2$ 26 24 22 20 18 16 14 12 WE i W I \ FA � — — 38 --� 24.30 HIGH POINT SiA �1+319A 10 tl I I I I 6 1' 5T SEE SHEET C6.1 "tME. OR W 3+00 0+00 1 +00 2+00 3+00 4+00 5+00 0 20' 40' 0 2' 4' PLAN & PROFILE - HORIZONTAL SCALE: 1" = 20' STA. 0+00 - 5+50 VERTICAL SCALE: 1" = 2' 0 28 del 24 22 18 14 12 M � !i fs"oMMMM F` M Revisions W I \ FA � — — 38 --� 24.30 HIGH POINT SiA �1+319A 10 tl I I I I 6 1' 5T SEE SHEET C6.1 "tME. OR W 3+00 0+00 1 +00 2+00 3+00 4+00 5+00 0 20' 40' 0 2' 4' PLAN & PROFILE - HORIZONTAL SCALE: 1" = 20' STA. 0+00 - 5+50 VERTICAL SCALE: 1" = 2' 0 28 del 24 22 18 14 12 M � !i fs"oMMMM F` M Revisions V CL N- ` o N M V L a� a w o D �-- OC z i w �, Ln Lie)-r- LLB 000 U E V) W i- � 00 :._ N N 6 Rue w 0 o Nod W z c°OU Z o to w oo0z o � N �v PRELIMINARY ISSUED FOR PRICING AND PERMITTING THIS PLAN IS NOT ISSUED FOR :ONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. O BEAD.. - r 504 ' 5-5-2020to .� ffd'tttllt��ti°� C6.Q c0 2020 This drawing shall not be reproduced in whole or in part permission of East Coast Engineering & Surveying, ECES PROJECT NO. 2300.09 z 0 O 94 0 24 22 20 Ira its 14 12 10 EX 0 0 20' 40' SCALE: I" = 20' LOW POINT ELEV = 14.72 LOW POINT STA = 13+58.76 HIGH POINT ELEV 15.93 PVI STA = 13+60.75 RVI EI EV = 14 62 HIGH POM rSTA—=—;: 11-1-853.39 PVI STA = 11+73.44 A = 1.68% PVI ELEV = 16.07 K = 29.75 A = -2.57% 50.00'VC K = 19.45 50.0'VC 06 ON PROPOSED GRADE 06 ,It + V-4 r; C + C'4 "o •14 1 M + O� 00 + en 0? -0.77% 1 cn --41. goo/0 ���O-�77VID Cn U EXISTING GRADE -0-77% 0.91% PROPOSED CURB INLET (TYP) SEE HEET C3.2 FOR DETAILS PROPOSED STORMDRAIN (TYP.) STING GRADE ELEVATION PROPOSED GRADE SEE SHEET C3.3 FOR DETAILS ELEVATION N14- kn (0 C14 00 000 00 C's IC GIN . 00 11tt C> 00 P6 kn L6 kfi Ui kfi LO U) tr; 0 kr; to kr; 'r; 4 -1 ----- ----------- - ------ ------- 12+00 0 20' 40' PROFILE HORIZONTAL SCALE: I" = 50' STA. 11+25 - END 13+00 0 2' 41 VERTICAL SCALE: I" = 50' 14+00 24 22 20 im 16 14 12 ffel 8 Revisions 0 U CL 0 0.1 (Y) C14 0, C: 0 11 0 Lr) o0ND i w (—)1 C; z 0) D > C x0 C V) De 0 4) C- LL U 06 -J • n" U- U-1 L0 OD '0 (3 '0I C LJ-J LLJ 0) 04 X 0 Uj 7— c U 0 U 4- :2 zr-- L- Z U.j OD 0 0 z 0 04- CL +- 0 �4 C) o�� � Waa �z 0 �oQz� aw�Qz zza a �za way x� P4 U Date: 2-10-20 Scale: AS SHOWN Drawn By: JCR Checked By: ACL/JCR PRELIMINARY ISSUED FOR PRICING AND PERMITTING THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. CA.. SEAL 35054 5-5-2020 rIAN C6.2 0 2020 This drawing shall not be reproduced in whole or in part permission of East Coast Engineering & Surveying, P.C. ECES PROJECT NO. 2300.09 Revisions VELNA M HUFFSTETLER DALLAS C MCKEEL JR MAP CABINET 11, PAGE 23 PARCEL# 244FCO2701 ZONED: R-6000 (COUNTY) RESIDENTS BETTY EVANS MAP CABINET 11, PAGE 23 PARCEL# 244FCO27 ZONED: R-6000 (COUNTY) RESIDENTS W iN �D�SION LCE In ING C� ET 1 C UNTO 'Mp'P D g_6000 � ZO-S N � O Q *d 7dr aovwd b won a, / $DER �0I2 O� I5 NO i TATIOs TO RS��C_evpjl / G AGE gE E� \ N 6 5 i CHRISTOPHER E & TONYA B LONG NO HAROLD D WALKER MAP CABINET 11, PAGE 23 PARCEL# 244FCO20 dn � t0 MAP CABINET 11, PAGE 23 PARCEL# 244FCO21 ZONED: R-6000 (COUNTY) Crl R° ZONED: R-6000 (COUNTY) RESIDENTS O RESIDENTS N 111111111111111,1111111illill it "V DITCH" GRASS SWALE (TYP.) zCO \ � 21 1 /1 10 a, y 0 / 9i00 19 is 12 16+00 7+00 PROP CURB 1-20- __j 13 /14 PROP. CURB INLET S I.: U d. o CC*),M ._. o°'U OR d• �- (D cn �000,� 0 c`�z �I j N V) LLB Oa0 U J 0 E iTL • N NN W Uj Nm O W Zv -�-�- Vrr tn� N U N Z 0 LU O O z o �� o a V) 0 W 1 t 10+00 1-PROP. CURB \ 26 Zo ....INLET- + 1 1 N 27 \ N �N28 _' \ \ 1 2+0 31 1 t �- \ ° , \ --� v N \ \ 16 32 O\ 33 13+00 a \ �o r 13+48 z',? 1 , 34 ►-.a 17-- F+� 35 PROP. CURB \ \ `\27 / —� sr L "-� \ '� O E—a INLET ` ` ,i '� /�' 23 L -\ 79 4� UII) 36 37 / _--- � i \ i---- � �-- v / t`� 1 "V DITCH" GRASS OCEAN ISLE COUNTRY CLUB LLC SWALE P. MAP CABINET 33 PAGE 537 23 / PARCEL# 2440000106 39 \ , l' L ''-- / ZONED: R-7500 COUNT x \ / 23 -�'' `� / GOLF COURSE H —3 #17 FAIRWAY 6 BRICKLANDING GOLF COURSE -23- 170007/ \ H OCEAN ISLE COUNTRY CLUB LLC ''-- MAP CABINET 33 PAGE 537 V \ DPARCEL# 2440000106 �- \ ZONED: R-7500 (COUNTY) __-- / GOLF COURSE Date: 3-30-2020 � 1 \ � � Scale. 30' Drawn By: JCR/JDS Checked By: ACL/JCR NOTES: \ 1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL BE ESTABLISHED AS SOON AS POSSIBLE \ \ ALONG THE BANKS OF DITCHES AND DISTURBED t AREAS. WHERE DITCH BANKS CANNOT BE ADEQUATELY STABILIZED WITH VEGETATION, AN \ \ ARTIFICIAL LINER SUCH AS RIP -RAP OR SYNTHETIC PULL SLOPES BACK TO BLEND \ MATTING SHALL BE USED TO PROTECT BANKS. INTO EXISTING TERRAIN, TYP. \ 2. SWALES TO BE GRADED AT 0.50% AND SHALL \ TERMINATE 10 FEET BEFORE THE BACK OF CURB TO ALLOW FOR DISPERSED VEGETATIVE FLOW. VI/ vil N 0 30' 60' W DITCH" GRASS SWALE SCALE: 1" = 30' NOT TO SCALE NOTE: THE PROJECT IS NOT LOCATED WITHIN 575 FEET OF HQW WATERS. LEGEND -- -->— — —> LOT SWALE — — — — 32- — — — — EXISTING CONTOURS 32 PROPOSED CONTOURS M..aiJ ME M � �_v.. WE PROPOSED STORMDRAINS PFG = 17.00 PROPOSED FINISHED GRADE PRI-ELIMINARY ISSUED FOR PRICENTIG AND PERMITTIING THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. i��jtilitt)tf/1 k AR0 AL 5054 5-5-2020 ®C i Nc� " IAA 1:011I lllii33lt11 Cs.O © 2020 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Surveying, P.C. ECES PROJECT NO. 2300.09 CHRISTOPHER E & TONYA B LONG MAP CABINET 11, PAGE 23 PARCEL# 244FCO20 ZONED: R-6000 (COUNTY) RESIDENTS u.e fryGRASS s / � CO 11113 / I �I II is 13 /1 s.o 19 UBDN15ION L6-Sr, ACRES T 11,PAGE 23 IMPS Zos CORA W PHIPPS MAP CABINET 11, PAGE 23 PARCEL# 244FC019 ZONED: R-6000 (COUNTY) RESIDENTS Revisions WINFORD BROCK MAP CABINET 11, PAGE 23 © b� PARCEL# 244FC010 ZONED: R-6000 (COUNTY) C)t�l1 RESIDENTS tjl tq tTl O ✓ w T w O � dna�p 15 It ­01 1+00 N B ER �DI10 wool, �E6 __ _ 0000j'l GS EXISTING BC SEWER+00 PUMP STATION � t s� —13 - 26 PROPOSED SW POND 27 WITHIN COMMON AREA t ' 1 28 7 r t, 13 ___-106% low - 18 17 16 16 17 iiiiiiiiiiiiiiijosil 1 7- -- 00 / _ 79 !/ C8.0 C8.1 #17 FAIRWAY BRICKLANDING GOLF COURSE a U d OCEAN ISLE COUNTRY CLUB LLC MAP CABINET 33, PAGE 537 PARCEL# 2440000106 ZONED: R-7500 (COUNTY) GOLF COURSE 0 30' 60' SCALE: V = 30' -� 0+00 V i NOTES: 1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE BANKS OF DITCHES AND DISTURBED AREAS. WHERE DITCH BANKS CANNOT BE ADEQUATELY STABILIZED WITH VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP OR SYNTHETIC MATTING SHALL BE USED TO PROTECT BANKS. 2. SWALES TO BE GRADED AT 0.5% AND SHALL TERMINATE 10 FEET SHORT OF THE BACK OF CURB TO ALLOW FOR DISPERSED, VEGETATIVE FLOW. PULL SLOPES BACK TO BLEND INTO EXISTING TERRAIN, TYP. Pti4-1 , " V DITCH" GRASS SWALE NOT TO SCALE 32 PFG = 17.00 LEGEND "V DITCH" GRASS SWALE EXISTING CONTOURS PROPOSED CONTOURS PROPOSED STORMDRAINS PROPOSED FINISHED GRADE V d' ` o N CV) C: •— O Oq0 O IORL0 .A.A o� � o Z LU /\' C X -C J od t/3 V1 ry rtw, . J 0.- W F ti • 00 a N N N Q LU W N o W Z CM -1— U • - V) Z LL, o o0 0 Z o �N U ° 75 4- 00) V) U W z a zz� a Wp"a a C7 z 40 �aAzr A zzo � �aU w�M�� x� Date: 3-30-2020 Scale: 1"= 30' Drawn By: JCR/JDS Checked By: ACL/JCR PRELIMINARY ISSUED FOR PRICING AND PERMITTING THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. 1�v��t�sf9ilrf� -�kA CAR ,� Off.•••'" � o � SEAL 35054•55-2020 = i � e\ �®S7'IAN °\-I: /f%fti1110\0 C8.1 I� �.�. 0 2020 This drawing shall not be whole or in part without written permission of East Coast Engineering & Surveying, P. ECES PROJECT NO. 2300.09