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HomeMy WebLinkAbout122-03 Oversized Plans1� 17 17 AIL)- AIWW MONKS ISLAND ATLANTIC OCEAN I( �I U01111k C 0 JLN AIL .A!LR 0 0 mm BRUNSWICK COUNTY, W ow �1 camum 40 t' OWNER: u NORTH MR. TOMMY THERRELL 1712 RUBEN ROAD MONROE, NORTH CAROLINA 28112 (704) 889-2055 CAROLINA SHEET SCHEDULE 1-COVER SHEET 2-BASE PLAN 3-SITE PLAN 4-GRADING PLAN 5-EROSION CONTROL PLAN 6-UTILITY PLAN 7-DOCK SYSTEM 8-CANOE DOCK 9-DETAIL SHEET 10-DETAIL SHEET jUN 1 1 2W3 DIVISION OF EAST COAST -ENGINEERING COMPANY, P.A. Shallotte, North Carolina 28459 4918 Main Street - P.O. Box 2469 910.754.8029 T'hu &v*-mg sbaH not be reprodumd m wbok or m pw wAKM vriUm pwmiss of Fm Cow EogkwmiW Campmy, P.A. MONKS ISLAND ECEC PROJECT NO. 0515 PROPERTY BOUNDARY COURSE BEARING DISTANCE L-1 S 71'33'38"W 36.01' L- 2 S 44' 16' 12 "W 81.00' L-3 S 08'57'48"W 47.14' L-4 S 29'40'57"E 34.91' L-5 N 45'30'16"E 15.11' L-6 S 60' 13'32"E 17.07' L-7 N 65'08'54"E 28.46' L-8 N 46'50'21 "E 46.91' L-9 N 59' 16'32"E 22.39' L-10 S 23'43'23"E 24.80' L-11 S 24`56'34"W 30.23' L-12 S 43'32'45"W 49.49' L-13 S 67'39'59"W 31.95' L-14 N 77' 48' 15"W 28.72' L-15 S 44`03'00"E 15.54' L-16 S 39'25'39"E 46.51' L-17 S 31'46'41 "W 21.69' L-18 S 55'58' 11 "W 60.02' L-19 S 43' 12'33"W 49.59' L-20 S 62'42'41 "W 63.04' L-21 S 62'00' 14"W 77.64' L-22 S 54' 13'23"W 51.43' L-23 S 58' 17'45"W 45.57' L-24 S 56' 14' 15"W 67.93' L-25 S 39'52'31 "W 28.82' L-26 S 25'51' 18"W 21.85' L-27 S 31`44'43"W 14.18' L-28 S 53' 1 O' 12"W 45.04' L-29 S 72'39' 16"W 31.57' L-30 N 66'35'48"W 36.83' L-31 N 68'43' 14"W 56.67' L-32 N 88'45'52"W 43.88' L-33 S 89'20' 13"W 56.59' L-34 S 71'37'19"W 32.67' L-35 S 63'19'53"W 67.63' L-36 N 75'11'55"W 58.76' L-37 N 40'03' 16"W 67.16' L-38 N 27'51'42"E 34.72' L-39 N 29' 14'03"E 30.05' L-40 N 50'00'23"E 33.62' L-41 N 82' 13'54"E 61.94' L-42 N 67' 17'05"E 19.59' L-43 N 08'27'33"E 13.44' L-44 N 16'07'08"W 36.20' L-45 N 02'34'50"E 61.19' L-46 N 18' 13'52"E 38.06' L-47 N 06' 19' 12"E 71.85' L-48 N 10*37'23"W 62.34' L-49 N 20'04'56"W 44.94' L-50 N 33'05'08"E 14.46' L-51 N 22'11'46"W 23.38' L-52 S 87'38'29"W 14.72' L-53 S 33'56'31 "W 31.98' L-54 S 73'56' 13"W 14.96' L-55 N 19'47'37"W 11.58' L-56 N 34'04' 17"F 47.47' L-57 N 15'49'45"W 10.43' L-58 N 45'05'42"E 30.76' L-59 N 87'22'10"E 30.52' L-60 N 38'06'57"E 117.65' L-61 N 41'58'55"E 138.92' L-62 N 56'37'01 "E 135.22' L-63 N 68'05'21 "E 149.70' L-64 N 68'05'21 "E 121.22' LINES 1 THRU 64 REPRESENT MEAN HIGH WATER (ELEVATION = 2.9 MSL) THESE POINTS WERE LOCATED 2/15/00 404 WETLANDS/LANDWARD LIMIT OF COASTAL MARSH WETLAND A WETLAND B 0.06 AC 0.01 AC COURSE BEARING DISTANCE COURSE BEARING DISTANCE L-1 S 35'52'22"W 22.19' L-56 S 74'24'54"W 51.94' COURSE BEARING DISTANCE COURSE BEARING DISTANCE L-2 S 30'50'29"W 21.00' L-57 S 86'1322"W 52.32' L-3 S 3544'08"W 32.59' L-58 N 80'31'56"W 58.85' L-1 N 76'42'27"E 28.71' L-16 N 63`41 19 E 22.36 ' L-4 S 22'49'09"W 27.81' L-59 N 60'23'16"'W 44.06' L-2 N 74'07'47"E 37.25' L_ 1 1 N 40`07'430E 20.33' L-5 S 5644'29"W 27.29' L-60 L-61 N N 45'48' 14"W 65'03'204E 37,22' 34.47' L-3 N 73'02'19"E 24.77' L-18 N 36'09'24"W 15.21' L-6 S 48'13'00"W 18.67' L-7 S 13*10'59"W 16.52' L-62 N 58'18'39"E 35.25' L-4 N 89'58'52"E 24.87' L-19 S 41'00'37"W 25.56' L-8 S 13'39'32"W 49.83' L-63 N 39'48'22"E 35.38' L-5 N 75'59'09"E 22.62' L-20 S 42'17'41 "W 23.07' L-9 S 24'4322"W 30.55' L-64 N 07'00'54"E 38.60' L-6 N 67'33'47"E 31.83' L-21 S " 21'OZ 04 W 1 1.4$ ' L-10 S 26'30'09"W 28.32' L-65 L-66 N N 35'22'24"W 28'03'06"E 26,80' 34.78' L-7 N 14'51'29"W 7.51' L_22 N 52'42'18"E 15.40' L-11 S 22'10'45"W 31.36' L-12 S 39'05'52"W 20.33' L-67 N 06'46' 154W 30.21' L-8 S 83'48'56"W 29.95' L-13 S 35'36'41"W 23.51' L-68 N 06'19'59"E 40.72' L-9 S 71'31'14"W 36.46' L-14 S 08'00'46"W 8.15' L-69 N 01' 12'39"E 27.29' L-10 S 80'06'20"W 40.72' COURSE BEARING DISTANCE L-15 S 78'09'32"E 19.36' 22.09' L-71 L-72 N N 46'32'49"W 01'48'08"E 22.35' 29.12' L-11 N 89'29'24"W 22.21' L-23 S 42'58'45"E 75.15' L-16 L-17 S N 84'57'16"E 59'49'17"E 10.97' L-76 S 87'5558"E 14.32' L-12 S 83'09'07"W 33.93' L-24 S 04'57'55"E 67.41' L-18 N 59'46'50"E 22.96' L-77 N 01'57'51"E 25.34' L--13 N 83'18'05"W 23.69' L-19 N 60'4757"E 27.53' L-78 N 02'07'16"W 26.13' L-14 S 04'19'40"W 15.21' L-20 N 79'00'33"E 14.90' L-79 L-80 N N 43'05'13"E 36' 11'33"E 34.12' 23.99' L-15 S 64'58'02"E 25.68' L-21 N 48'28'33"E 19.15' L-22 N 80*28'11 "E 32.90' L-81 N 42'03'32"E 46.81' L-23 S 3344'32"E 19.15' L-82 N 01'1322"W 23.34' IIVTRACOASTAL WATERWAY L-30 S 49'16'04"W 30.80' L-83 N 01'40'05"E 38.71' L-31 S 54'30' 15"W 23.75' L-84 N 03'55' 17"W 33.54' N 01'19'14"w 4.30' L-32 S 52'24'12"W 47.86' L-85 N 08'01'12"W 25.78' 42.16 22 70 404 VVETLANDS/LANDVVARD L-33 S 48'57'30"W 34.55' L-86 N 10'00'39"E 15.41' L-61 L-62 LMT OF COASTAL MARSH L-34 S 6Y41'02"W 47.79' L-87 N 50'51'29"E 47.50' A°' 32.46' 95.58, -`L L-35 S 60'02'41 "W 61.34' L-88 N 56'33'27"E 29.76' L-58 l� 96.76 /4j6 L-I 7 88 5 34' L-36 S 72'22'58"W 38.61' L-89 N 59'46'04"E 33.37' ��59 'o0 L-60 85,19' L-8g So 8 '� . L-37 S 89'08'05"W 9.83' L-90 N 71'52'45"E 35.83' L-56 �' �� 1°2 �79 �" 90'�.� C,6 3 L-38 N 87'12'33"W 22.32� L-91 N 66'04'53"E 48.52� �'� L-101 ��`� ^� C`,`` L-39 S 70' 17 33"W 47.04 L-92 N 7924 12 E 44.34 ��S L-97 ? L-40 S 73'16'25"W 36.22' L-93 N 73'56'20"E 45.85' L-41 S 74'05'25"W 28.03' L-94 N 67 21'22"E 50.95' �% ,gel, L-42 S 32'40'45"W 20.24' L-95 N 59000'05"E 32.52' L-43 S 84'20' 16"E 37.99' L-96 N 51'22'58"E 40.20' J) 4 L-44 N 71' 14'26"E 15.82' L-97 N 57'09'30"E 16.14' `- L-45 N 35'09'04"E 23.83' L-98 N 74'31'04"W 50.78' a L _9 L- s L-46 N 78' 18'07"E 37.19' L-99 N 05' 18'03"E 12.69' L-47 N 74'33'57"E 22.34' L-100 N 86'20'52"E 38.41' L-48 S 20'44'32"W 8.76' L-101 N 41*11'36"E 33.00' L-49 S 63*21'09"W 44.97' L-102 N 2644'12"E 22.10' / L-50 S 70'32'58"W 29.60' L-103 S 80'32'13"E 44.74' ,5 L-51 S 541326"W 40.34' L-52 S 20'57'02"W 56.04' L-53 S 82'33'20"W 41.89' L-54 N 77'46'36"W 74.58' L-55 N 5113'32"W 20.64' /bo' Ov� �.'k6 6 u 0) OD 3 -0 o rvrn �► " ►°' 2z z 'n z b co to 'i -� o> M L-40 4�' L�66 z Go 9 (0 3.55 AC 1.75 AC 1.49 AC 1.43 AC 2.88 AC 40 W) 0 `O to r L �' 404 WETLANDS/LANDWARD M r 6 IMIT OF COASTAL MARSH o' L-62 L-63 T-19-5 NIR ON LINE NIR ON LINE N 47'28'44"E NIR ON UNE NIR ON LINE T-19-1 _ _ _ N 75'34'24"E - - INTRACOASTAL WATERWAY RW - - - - - - - - - - - - 150.55' - -------100.03'----- N 25.35' ----------------� 125.12 \)S• !0 0 NIR ON LINE L s �34 \ ► < Lgti �V T-18-3` . �L-6 L-���A I NIR ON LINE /� I NIR ON LINE / L-2 ! NIR SE NIR ON LINE . 2 WEEA Tt AND B \ 1 1 0 1 L-20 *i PROPERTY BOUNDARY �L , �� �� -22 -.._� 404 WE LANDWARD LIMIT OF l �, I S <�,,> N .'8 i L-17 \ L-8 L-g COASTAL MARSH I 0� 4- , ®` v�,�i Ili, -17 L`79 `\ � -• -� -• - 404 WETLANDS �'2g ,27 �26 L L--24 �.. L-28 `23 L-22L_35 L-21 L- 3g 06, C 34 r� r I`� L-12 9.36'3._ . 3� L-3 7 L Q . wJ C-20 46.7 IR ET L-19 L-18 -1"I L SCALE: 1" = 5V 0 25 50 100 This drawing shall not be mrodwed in whale or in part wilt" written pmmiWon of East Coast EnIginming ComQanY, P.A. 13.82' SHALLOTTE RIVER :W �Iv NIR SET , SE CORNER OF LOT 11 / EARL DELLA BEACH MAP BOOK 4-PAGE 9 / �1 / / / r I r / r I r / r I P I / / 1 t t N t h t N i �r r I / r 1 c P i N r � 1 I I P t I r I NC GRID COORDINATES N 59,170.43338 E 2,188.785.46229 NAD 27 N/F McKEE C. ET HILDA C. PIGOTT' 7F '--N 40' S5' 51 "W JCEHV � � � l�11 58.23' J U N 1 1 2003 I)WISION OF ' A, i A L MANAGEMENT SURVEY tNFORMA770N PROVIDED BY TOMPKINS LAND SURVEYING WITH THE FOLLOWING NOTES: NOTES 1 AREA BY COORDINATES. 2 PROPERTY IS SUBJECT TO ANY AND ALL RESTRICTIVE COVENANTS EASEMENTS AND MINERAL RIGHTS RECORDED AND UNRECORDED IN THE BRUNSWICK COUIV' Y REGISTRY. 3 PROPERTY IS LOCATED IN A VE FLOOD ZONE. 4 IRON RODS PLACED AT ALL CORNERS UNLESS OTHERWISE NOTED. 5 PROPERTY SUBJECT TO ALL ZONING REQUIREMENTS OF BRUNSWICK COUNTY NC 8 CAMA LINE AND 404 WETLAND LINE LOCATED BASED ON FLAGS AS SET BY LAND MANAGEMENT GROUP DEC. 2001 7 ALL ELEVATIONS BASED ON NGVD 29 MEAN SEA LEVEL DATUM. SURVEYING DATED JULY 10, 2001. NOTE FOR BEARING/DISTANCE DATA SEE MAP BY TOMPKINS LAND FOR GRID TIE SEE MAP DATED JULY 10, 2001 • M�' MT 00 N �✓ z - N C � O 0" H O 00 d W 4 a 0 U Q x o � z o � � O O � U 3 x as Dear. 09 APR 03 Scale: 1" = Sa Drawn By: EINN Cbecked By: DBB THIS PLAN IS NOT ISSUED R CONSTRUCTION WITHOUT AFFlXED CORPORATE SEAL. Sheet 2 of 10 ECEC PROJECT NO.0515 -----__ - - - - _ _ ___ _ 80' SETBACK LINT SITE PLAN NOTES: 80'W t) NO GRADING TO OCCUR J'OR CONSTRUCTION OF BOARDWALK. BOARDWALK. TO BE LEVEL WITH EXISTING GRADE ON LANDWARD EDGE AND CONSTRUCTED ON PILINGS ON WATERWARD EDGE. HANDIAILS TO BE CONSTRUCTED ON WATERWARD EDGE OF BOARDWALK FOR SAFETY. 2) 404 WETLANDS AND LANIIWARD LIMITS OF COASTAL MARSH AS FLAGGED BY LAND MANAGEMENT GROUP, INC. IN DECEMBER 2001. 3) SAND CART PATH TO BE CONSTRUCTED USING A 6" CELLULAR CONFINEMENT SYSTEM, 8' x 29 PANELS. CELLULAR CONFINEMENT SYSTEM TO BE FILLED WITH ON -SITE SAND REINFORCED WITH TURF GRID 360 GEOFIBERS MANUFACTURED BY GEO SPEC, INC. MANUFACTURER RECOMMI'NDS 1.25 - 1.5 LBS OF FIBERS PER CUBIC YARD OF 6" DEEP SAND. PROPOSED DOCK SYSTEM WATERWARD LIMIT OF COASTAL MARSH -- y �/ 2N x 2T GAZEB0 WITH 26, x 24' ROOF 15' UTILITY EASEMENT TO BRUNSWICK ELECTRIC MEMBERSHIP CORPORATION (BEMC), ATLANTIC TELEPHONE MEMEBERSHIP CORPOItATION (ATMC} AND FUTURE HOM OWNERS ASSOCIATION FOR MONKS ISLAND. I O' WIDE WOODEN BOARDWALK. (SEE SITE PLAN NOTES AND DETAIL) SPAN DREDGE FINE SLEEVE WITH BOARDWALK. DO NOT BLOCK SLEEVE WITH PILINGS. US ARMY CORPS OF ENGINEERS' DREDGE PIPE SLEEVE. MEAN HIGH WATER Otis (MiiVV) 2.9' MSL SO4 f 30' SETBACK FROM MHW t 3V x 4V UNCOVERED DECK US ARMY CORPS CONSTRUCTION, I i LANDWARD LIMIT OF DISTURBANCE AS FLAGGED DURING SITE VISIT WITH U.S. ARMY CORPS OF ENGINEERS IN NOVEMBER 2002. 99 APPROXIMATE CENTERLINE OF AIWW (SCALED) 80' 80' SETBACK LINE ------------------------ INTRACOASTAL WATERWAY WATERWARD LIMIT — �OF COASTAL MARSH .r 404 WETLANDS i LANDWARD LIMIT OF COAVTAL MARSH Ilj •�' \ OF ENGINEERS' RTrRANCE. LIMIT OF AREA OF \ ENVIRONMENTAL CONCERN 2V x 2V UNCOVERED DECK REDUCE BOARDWALK END OF BOARDWALK •. FROM 10' T'O 8' IN WIDTH � T-19-5 INTRACOASTAL ATERWAYRW-------------- \------------- ------ --- p----------------------------------- --------------------------- --------------- - 8' SAND CART PATH �^ — — — — — —1 404 WETLANDS /LANDWARD ` \ (SEE SITE PLAN NOTESi� `. LIMIT OF COASTAL MARSH `\ •1� \ \ AND DETAILS / > i ' ) LIMIT' PROPOSED \ i P S ENCE i' I0' UTILITY EASEMENT TO EMC, ATMC, ► ESTDEN PROPOSED 5W x 5W HELICOPTER PAD (DESIGN BY OTHERS) PROPERTY BOUNDARY / MEAN HIGH WATER (MHW) 2.9 MSL 404 WETLANDS/ LANDWARD LIMIT OF COASTAL MARSH --�-� --• -- 404 WETLANDS - WATERWARD LIMIT OF COASTAL MARSH JO' SETBACK FROM MHW -- --- -- LIMIT OF AREA OF ENVIRONMENTAL CONCERN Phis drawing shall not be reproduced in whole or in part widKm written permission of East Coast Engume ing Company, PA -- i PROPOSED RESIDENCE i y� •` 1 �� AND FUTURE HOME O S ASSOCIATION ' ► `� i FOR MONKS ISLAND.4�pl - �1*1_ IP 1-1 I I �Otb ` SCALE: V — 59 0 25 50 100 1 I I I I I I I i i I I I r 4 PROPOSED I RESIDENCE I \ "N404 w� —� 6' PIER WATERWARD LIMTI OF COASTAL MARSH__'ft-A--*_ CENTERLINE '^ WATERWARD LMT OF COASTAL MARSH 41 T-18-3- J U N 1 p3 DIVISI° o, _iF COASTAL fVIA A' GEM N.IT _ 1 r� s SHALLOTTE RIVER APPROXIMATE CENTERLINE OF INTRACOASTAL WATERWAY CANAL SCALED BY TOMPKINS LAND SURVEYING FROM U.S. ARMY CORPS OF ENGINEERS MAP. �—PROPOSED FLOATING CENTERLINE OF SHALLOTTE RIVER SURVEYED BY TOMPKINS LAND CANOE DOCK SURVEYING. MLW - 1.99 MEAN SEA LEVEL NGVD 29 F��-TT+-��1 Fri ON N C? z �0� O � C 00 O © Z O ,Z � 0 00 ON Dine: 09 APR 03 Scale: 1" — 50' Drawn By: EMN Checked By: DBB THIS PUN IS NOT ISSUED F+ CONSTRUCTION WITHOUT AFnXED CORPORATE SEAL. H AL Foe rrrrrrrrr��', Sheet 3 of 10 BCBC PROJECT NO.0515 STORMWATER DATA TAFILE TOTAL PROJECT AREA = 11. l l AC PROJECT AREA OUTSIDE RIGHT-OF-WAY = 4.25 AC PROJECT AREA WITHIN AREA OF ENVIRONMENTAL CONCERN (AEC) = 4.30 AC PROPOSED UPLAND DEVELOPMENT PERVIOUS STRUCTURES = 5,130 SF UNCOVERED DECK IN R/W = 1,200 SF BOARDWALK != 3,530 SF UNCOVERED DECK FOR CANOE DOCK = 400 SF IMPERVIOUS STRUCTURES = 25,615 SF LOT 1 = 3,500 SF LOT 2 = 3,500 SF LOT 3 = 3,500 SF LOT 4 = 3,500 SF LOT 5 = 3,500 SF CART PATH = 5,615 SF HELICOPTER PAD = 2,500 SF PERCENT IMPERVIOUS FOR TOTAL PROJECT AREA = 5.29 % PERCENT IMPERVIOUS OUTSIDE RIGHT-OF-WAY =13.83 % PROPOSED IMPERVIOUS STRUCTURES IN AEC = 3,065 SF HELICOPTER PAD =1,865 SF CART PATH = 1,150 SF LOT 5 = 50 SF PERCENT IMPERVIOUS WITHIN AEC = 1.64% FOOTPRINT OF HOUSES SHOWN ARE FOR EAAMPLE. HOUSES WILL BE CONSTRUCTED BY OTHERS. STORMWATER FROM ALL IMPER P70US AREAS TO SHEET FLOW ACROSS SITE. 39 x 49 UNCOVERED DECK 3,529 SF WOODEN BOARDWALK / \ �0 INTRACOASTAL \' WATERWAY RW - - - - - - -'� PROPERTY BOUNDARY / MEAN HIGH WATER (MHW) 2.9 MSL 404 WETLANDS/ LANDWARD LIMIT OF COASTAL MARSH -� - 404 WETLANDS - - - WATERWARD LIMIT OF COASTAL MARSH 30' SETBACK FROM MHW - - - - - LIMIT OF AREA OF ENVIRONMENTAL CONCERN t0------ EXISTING CONTOURS 20 PROPOSED CONTOURS "his drawing shall not be reproduced in whole or in part without vritten permission of East Coast EnginverinIg Company, P.A. 2,3W SF HELICOPTER PAD REMNANTS OF OLD SOUND CHANNEL i LANDWARD LIMIT OF INTRACOASTAL WATERWAY DISTURBANCE AS FLAGGED DURING SITE VISIT WITH US - ARMY CORPS OFENGINEERS. ____ _----__ _ ___--------------------- - -_- 7/7f/, 77/77 \ \Y,7- `\ J vj/ I ( (� SEE INSET FOR I i I PROPOSED CONTOURS .\ J _23— � III I I \ \ \ N� , �_ _---__✓- � __ _ INSET I SCALE: I" = YY \ I 0 15 30 60 I I t \ 's t / \ ✓` �..� � ��\�� � ., --; _- -- � \ F \ \ SHALLOTTE RIVER \r/ w � � 00 0 W "o OC4 00 C� z ��..�04 con "..4 •li cd � cas I. I _ JI JIJN t 12003 DI V IO,ION OF COASTAL MANAGEMEN SCALE: 1" = SY 0 25 50 too / f BERM TO BE / I REMOVED C N a a 94 Is, DO . 09 APR 03 ScWc: As Shown _ Drawn By: EMT, Cheep By: 288 THIS PLAN IS NOT ISSUED F — ` 1 CONSTRUCTION WITHOUT I AFFIXED CORPORATE SEAL. Sheet 4 of 10 ECEC PROJEI- F NO. 0515 v SEDIMENTATION AND EROSION CONTROL PLAN NOTES: 1) NO GRADING TO OCCUR FOR CONSTRUCTION OF BOARDWALK. BOARDWALK TO BE LEVEL WITH EXISTING GRADE ON LANDWARD EDGE AND CONSTRUCTED ON PILINGS ON WATER WARD EDGE. 2) EXISTING BERM TO BE REMOVED. GRADE TO TIE INTO EXISTING GRADE AT LANDWARD EDGE OF BERM (23' - 24' MSL). POSITIVE DRAINAGE TO BE MAINTAINED FROM LANDWARD EDGE OF BERM TO TOP OF PROPOSED REINFORCED SLOPE. ALL MATERIAL FROM EXISTING BERM TO BE USED FOR CONSTRUCTION OF REINFORCED SLOPE. 3) SLOPE TO BE REINFORCED WITH GEOTEX 4 x 4 OR APPROVED EQUAL. FACE OF SLOPE TO BE STABILIZED WITH TAN OR SAND COLORED PYRAMAT (SEE DETAILS). 4) NO MATERIAL TO BE BROUGHT ON SITE FOR FILL. PERMISSION HAS BEEN GRANTED BY THE U.S. ARMY CORPS OF ENGINEERS (USACOE) FOR USE OF SPOILS IN RW. CONTRACTOR MUST COORDINATE WITH USACOE, NAVIGATION BRANCH TO DETERMINE EXACT LOCATION AND AMOUNT OF SPOILS THAT MAY BE USED. 5) FOOTPRINT OF HOUSES SHOWN ARE FOR EXAMPLE. HOUSES TO BE CONSTRUCTED BY OTHERS IN THE FUTURE. R' CONFINEMENT SYSTEM. 8' x 29 PANELS. PLAN FINISHED GRADE 6" CELLULAR �`• CONFINEMENT SYSTEM 6" ON -SITE SAND REINFORCED WITH TURF GRID 360 GEOFIBERS. O EXCAVATE FOR LEVEL BASE TO A LENGTH ADEQUATE FOR REINFORCEMENT EMBEDMENT. MANUFACTURER RECOMMENDS A MINIMUM LENGTH OF 75% OF THE HEIGHT OF THE REINFORCED SLOPE. O PLACE FILL AND COMPACT. MAXIMUM 18" LIFT AFTER COWACTION RECOMMENDED BY MANUFACTURER O INSTALL FIRST LAYER OF REINFORCEMENT WITH ROLL Dg1.ECTION PERPENDICULAR TO SLOPE FACE. 0 PULL REINFORCEMENT TIGHT, KEEP TENSION APPLIED UNTIL REINFORCED FILL IS PLACED, STAPLES OR STAKES MAY BE USED TO MAINTAIN TENSION. 0 CONTINUE SLOPE CONSTRUCTION UNTIL FULL HEIGHT IS RJiACHED. 0 PLACE FINAL REINFORCED FILL AND TOPSOIL. o CONSTRUCT ANCHORAGE TRENCH FOR EROSION CONTROL MATTING. 0 PLACE EROSION CONTROL MATTING, BACKFiLL AND COMPACT TRENCH. -71 i� LIMIT OF DISTURBANCE = 1.8 AC / i 2" BASE OF ON-SrrE SAND LANDWARD LIMIT OF DISTURBANCE AS FLAGGED DURING SITE VISIT WITH U.S. ARMY CORPS OF ENGINEERS. GEOTEX 4 x 4 OR APPROVED EQUAL, INSTALLED PER MANUFACTURER SPECIFICATIONS TAN OR SAND COLORED PYRAMAT TRIM, ANCHORED PER MANUFACTURER SPECIFICATIONS VEGETATE SLOPE WITH SEA OATS OR OTHER 1 VEGETATION PER SEEDING SCHEDULE ORIGINAL GRADE - 1 INTRACOASTAL WATERWAY - EMBEDMENT, L — L = MINIMUM 0.75 x H ANCHORAGE TRENCH INSTALLED PER MANUFACTURER SPECIFICATIONS / - FINISHED GRADE , --- SUBGRADE I MEN I M10, Ad MAXIMUM 18" LIFT AFTER COMPACTION RECOMMENDED BY MANUFACTURER THIS DETAIL IS AN EXCERPT OF INFORMATION PROVIDED BY SI GEOSOLUTIONS. CONSULT MANUFACTURER FOR INSTALLATION SPECIFICATIONS. ANCHORAGE TRENCH IN%TALLER PER MANUFACTURER SPECIFICATIONS REINFORCED SLOPE CROSS SECTION NOT TO SCALE M I f NOTE: MANUFACTURER RECOMMENDS 1.25 - 1.5 LEIS OF FIBERS PER CUBIC YARD OF 6" DEEP SAND. PROFILE i0�'� SO / '/n2 3 1 1 4 p / GOLF CART PATH ' NOT TO SCALE r , / � 1 100 LF OF Y REINFORCED SLOPE. l END OF REINFORCED SLOPE TO / `TIE INTO EXISTING GRADE AT A MINIMUM 3:1 SLOPE. J INTRACOASTAL---------------- ----- �------- --------�-------------------------------------------------------- ------ WATERWAY-k-V - - - - - - I �,, � - - - - 11 I 1 \ i \ � ` APPROXIMATE I I ► . -- �--- 41 \ / OF EXISTING BERM • — — BERMTOB E RL'MO �TS0 0 VED PROPERTY BOUNDARY / MEAN HIGH WATER (MHW) 2.9 MSL 404 WETLANDS/ LANDWARD LIMIT OF COASTAL MARSH -* --w --• -- 404 WETLANDS - - - - - LIMITS OF DISTURBANCE - - -LIMITS OF 1: 1 REINFORCED SLOPE SCALE: I" - 50' 0 25 50 100 This drawing shall not be reproduced in whale or in Port without written permission of East Coast Engmewing Company, PA 4� REWOP SLOPE, TRANSITION 'a wto I �_v �__ ii I I \ TEMPORARY.) SILT FENCE �• I I I L------J BERM TO BE REMOVED�� �l .J EXISTING BERM TO BE REMOVED (SEE SEDIMENTATION AND EROSION CONTROL PLAN NOTES) 20 LF REINFORCED t SLOPE, TRANSITION j 00 F 31 OpB gEINFOR FX jST 4G la T 20' MSL' .J N UPPER LIMIT OF PROPOSED 1:1 REINFORCED SLOPE LOWER LIMIT OF PROPOSED 1:1 REINFORCED SLOPE 41 7 T IN DIVI::. .o OF COASTAL Iv-1 `,.,?A("E VIENT W C1 .00 N ► N 0 � o OON :�o con U i Gkn ['�. z�� o ed00 on CN It Daft: 09 APR 03— Scale• 1" — SW I)rs" By: EMN Chocked By: DBB THIS PLAN IS NOT ISSUED F CONSTRUCTION WITHOUT AFFD(ED CORPORATE SEAL. Sheet 5 of 10 BCEC PRONCT NO.0515 FOR CONNECTION OF 6" SDR 21 PVC WATERLINE TO 6" SDR 9 HDPE PIPE, PROVIDE RESTRAINING GLANDS AT ALL MECHANICAL JOINTS FROM HDPE PIPE UP TO AND JNCLUDM BOTH SIDES OF GATE VALVE, FIRST & SECOND BELL OF SDR 21 PVC PIPE TO BE RESTRAINED USING BELL RESTRAINTS. INTRACOASTAL _.WATERWARW------ —"—�- PROPERTY BOUNDARY / MEAN HIGH WATER (MHW) 2.9 MSL 404 WETLANDS/ LANDWARD LIMIT OF COASTAL MARSH 404 its drawing shall not be reproduced in weak or in part without Men permission of East Coast Engi mr*g Company, P.A. 15' UTILITY EASEMENT To BRUNSWICK ELECTRIC MEMBERSHIP CORPORATION, ATLANTIC TELEPHONE MEMBERSHIP CORPORATION, AND FUTURE HOME OWNERS ASSOCIATION FOR MONKS ISLAND SCALE: I" - 50' 0 25 50 100 I i I I I I I , I I I I i I I I I i I I I I I I i I I I I I I I I I I I i I I I INTRACOASTAL WATERWAY 6" SDR 9 HDPE WATERLINE BY DIRECTIONAL BOKE SHALLOTTE RIVER lil 0 w W 2 • ....MGMIJ41 scale: I. = 301 Drown By: EMN C7 tcked By: DBB 0 x a u x N x 0 z h 0 U U 3 x as THIS PLAN IS NOT ISSUED F CONSTRUCTION WITHOUT AFFlXFD CORPORATE SEAL. Sheet 6 of 10 ECEC PROJECT NO.0515 NOTE FROM SURVEYOR: X -11.70 (-9.81) BASED ON INFORMAmN OBTAINED FROM THE U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC & ATMOSPHERIC ADMINISTRATION (NOAA), THE MEAN LOW WATER (MLW) WAS DETERMINED TO BE -1.89 MEAN SEA LEVEL (MSL) NVGD 29. BASED ON INFORMATION OBTAINED FROM THE US ARMY CORP OF ENGINEERS IN WILMINGTON, NC, LOCAL X -g_00 (-6.11) BOATLIFT (TYP) X-13.00(-11.11) MEAN LOW WATER WAS DETERMINED TO BE -3.1 MSL, 1 WHICH IS USED FOR DREDGING PURPOSES. 1 INSTALL RAILING TO PREVENT USE OF ENDS AS BOAT SLIPS X -4.70 (-2.81) X -0.55 (1.34) L X2.62 (4.51)SPOT ELEVATION MSL (MLW) G FIXED PIER WITH RAILING 6" TO 8" PILINGS ONE 8' CENTERS (TYP) _21 �y X -0.42 (1.47) WATERWARD LIMIT OF COASTAL MARSH DOCK SPINE 311 PROFILE OF SECTION A -A! 1,50 0 0 0 O O 4' X -2.00 (411) O I x 105' FD{ED DOCK SPINE X -1.50 (-0.39) INTRACOASTAL X -11.30 (-�.41) WATERWAY X -8.80 (.6.91) X -9.10 (-7.21) X -6.00 (4.11) X 4.00 (-2.11) X -8.00 (-6.11) X -5.80 (-3.91) 15° ° "i 15, 15'0-1 39 30' 80' INTRACOASTAL WATERWAY SETBACK LINE 0 0 0 0 0 ® O © n ® l0 X -3.10 (-1.21) O 0 0 0 0 O O 0 0 24' -2.50 7 6' O o 4' O O 6' 4' 4' 4' USE OF ENSTALL DS AS BOAT SLIPG TO S I S' x 24' GAZEBO w/ X -0.44 (1.45) 20' x 26 ROOFLINE PILINGS FOR BOATLIFT ON 12.5' CENTERS ,E PLAN VIEW FOR LOCATIONS) ING HEIGHT PER MARINE NTRACTOR (TYP) MHW (2.9 MSL) MLW (4.89 MSL) APPROXIMATE AISTING GROUND NG DEPTH PER RIINE CONTRACTOR SCALE: 1" = 10' nig drawing shall not be reproduced in who* or in port without 20 written permission ast ermission of East Cog (bmpany, PA. 0 5 10 6' 6'x24'RAW SECTION A -A' (SEE PROFILE) A SASSPAN CREEK MEAN HIGH WATER LINE (NO MARSH GRASS - SHORELINE LINED WITH SHELL FRAGMENTS) WATERWARD LIMIT OF X -0.44 (1.45) I V x 72' FLOATING DOCK SPINE / r i r / / r / r r / / EARL DELLA rr BEACH i X X-0.34 (1.55) SCALE: 1" = VY 0 5 10 20 r r 11 /r 1 r / / / r � / r 1 r 1 1 r 1 r r , r r r r > r r r r r 1 , r r r r r / / r r 1 r r 1 r r / WATERWARD LAW OF COASTAL MARSH 1 r r / r r / r / r / r r / / r r / r / r / r / r r r r / r r r r r r / r / -----.-------.------.--.-----------• ----------------------------------------------------------------- T--.-------- 512' _ CENTERLINE OF INTRACOASTAL WATVUW Y -- NY SETBACK 90' CORPS - - - -I MAINTAINED CHANNEL, 80' SETBACK 43' SCALE: I" = 60' COASTAL MARSH � _ _ _ �- - _ - - - - _.._ 30` 60 120 W O1 �0 00 N NO Cs M a .0� a 0Q C--� U ' t �� O� 00 r-, "z� 0 F w � Fii A w � con O O / V r Or / r r / Vl DOw __09 APR 03 Scale: As Shawn Drawn By: EMN Chocked By: DBB E C B E "IV E I� J U N 1 12003 DIVISION 0-F COASTAL IV M,.' THIS PLAN IS NOT ISSUED FOR CSTRUCTION WITHOUT AFP3r'tED CORPORATE SEAL. t�MlsiiNeyr CARaj A SEAL t 1579 RTO Sbwt7of10 E W PROJECT NO.0515 WATERWARD LAW OF COASTAL MARSH -0.75 (1.1 -1.92(-0.03) -1.83 (0.06) -1.04(0.85) �pAg�N CORRIDOR LINE WATERWARD LII41T OF � COASTAL MARSH I 7.5' � 30' — ______ — -- -- 6' x 20' FLOATING 15' SETBACK FROM RJPARIAI`1 I.II`IE -- DOCK I DISTANCE OF ;t WATER BODY -1.06 (0.83) -1.85 (0.04) -0.61 (1.28) 6.S 6' SECTION A -A' (SEE PROFILE) t7 tn�2� LEGENll X 2.62 (4.51)SPOT ELEVATION MSL (MLW) p -1.27(0.62) �(-1.70(0.19) -1.12 (0.77) \ SCALE: I " = 10' pm 0 5 10 20 NOTE FROM SURVEYOR: BASED ON INFORMATION OBTAINED FROM THE U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC & ATMOSPHERIC ADMINISTRATION (NOAA), THE MEAN LOW WATER (MLW) WAS DETERMINED TO BE -1.89 MEAN SEA LEVEL (MSL) NVGD 29. BASED ON INFORMATION OBTAINED FROM THE US ARMY CORP OF ENGINEERS IN WILMINGTON, NC, LOCAL MEAN LOW WATER WAS DETERMINED TO BE -3.1 MSL, WHICH IS USED FOR DREDGING PURPOSES. 6" TO 8" PILINGS ON 8' CENTERS (T'YP) SCALE: 1" =10' "('his drawing shall not be reprnchuced in whole or in part without0 5 10 20 written permission of East Coast Pngmeming Company, PA MARINE CONTRACTOR PROFILE OF SECTION A -A' EXISTING GROUND MAW (2.9 MSL) MLW (-1.89 MSL) 01 0000N F-� N O z pa U10, N 00 O -b4T Z� 0 4) • C> O Q� 00 F�+�1 I O x z 0 Dale: 09 APR 03 She: As Shown Drawn By: EMN Checked By: DBB �7 2003 THIS PLAN IS NOT ISSUED f ) N OF CONSTRUCTION WITHOUT OAS � iVANAGEMENT AFFIXED CORPORATE SEAL. 4 .84RT0't•*`� Sheet 8 of 10 ECEC PROJECT NO.0515 1. CONTRACTOR TO NOTIFY N.C. LAND OUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, (910) 396-3900, PRIOR TO BEGINNING CONSTRUCTION. 2. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON PLANS. 3. INSTALL ALL UTILITIES. 4. BEGIN GRADING AS SHOWN ON PLANS, WHILE CONSTRUCTING REINFORCED SLOPE. 5. INSTALL CART PATH. 6. AS CONSTRUCTION PROGRESSES AND AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF Dfs'TURBED AREA. 7. IMMEDIATELY UPON COMMPLETK)N OF WORK, ALL DISTURBED AREAS ARE TO BE SEEDED, AND MULCHED. DISTURBED AREAS ARE NOT TO REMAIN EXPOSED LONGER THAN 15 DAYS. 8. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. EROSION CONTROL NOTES: 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMIPUANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. 2. ALL LAND DISTURBING ACTMMS ARE TO BE PLAID AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME. 3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PE IMANENT AND UfWFORM GROUND OVER. 4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRNO THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. 5. SEDIMENT AND EROSION / TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. S. OVER THE DURATION OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TD REMEDY THE SITUATION. 7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. WATERLINE GENERAL NOTES 1. WATERLINE PIPE SHALL BE LAID IN ACCORDANCE WITH MANUFACTURERS' RECOMMEN0AITKONS AND THE PROJECT DRAWINGS AND TECHNICAL SPECIFICATIONS. SHOULD A DISCREPANCY EXIST BETWEEN THE MANUFACTURERS RECOMMENDATIONS AND THE PROJECT DRAWINGS AND TECHNICAL SPECIFICATIONS, THE MORE STANGEN'T REQUIREMENT SHALL CONTROL. 2. ALL MATERIALS SHALL BE IN COMPLIANCE WITH THE PROJECT TECHNCCAL SPECFK)ATKONS. 3. TRENCH &W ! >` R3 WHEN LAYNG PIPE AND ENDS PLUMED WHEN L1AYNG IS DISCONTINUED. ANY WATER FROM THE EXCAVATION SHALL BE DISPOSED OF IN SUCH A MANNER THAT THE NATURAL URAINAGE OF THE AREA SWILL NOT BE DISTURBED. 4. TRENCH BACKFIELD IS TO BE FREE OF STONES AND ANY FOF>EKW MATERIAL, L, AND SHALL BE PLACED IN SIX (NI) INCH LAYERS COMPACTED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. 5. DETECTABLE TERRA TAPE D IS TO BE INSTALLED APPROXIMATELY ONE (1) FOOT BELOW FN SHED GRADE AND DiiECTLY OVER ALL PIPE. 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO DIGGING, WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. UNNDERGROUND UTILITY LOCATIONS, IF SHOWN ON THE PLANS, ARE BASED UPON THE BEST AVAILABLE INFORMATION AND SHOULD BE CONSIDERED ONLY AS APPROXIMATE. 7. WATERLINES SHALL BE INSTALLED AT LOCATK)W AS SHOWN ON THE PROJECT DRAWNCGS UNLESS OTHERWISE APPROVED BY THE COUNTY AND THE ENGINEER IN ADVANCE OF I ISTALLATION. 6. THE MNNMAUM DEPTH OF BURY SHALL BE THREE (3) FEET FROM THE TOP OF PIPE UNLESS OTHERWISE NOTED ON THE PLANS. 9. ALL FITTINGS INCLUDING REDUCERS SHALL BE BLOCKED AS SPECIFIED AND AS SHOWN ON THE DETAILS AND WITHIN THE PROJECT TECHNICAL SPECIFICATIONS. 10. ABSOLUTELY NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY BEYOND ANY AREA WHICH EASEMENTS ARE TO BE PROVIDED BY THE OWNER. 11. CONCRETE THRUST BLOCKING SHALL NOT OBSTRUCT WEEP HOLES ON ANY FIRE HYDRANT ASSEMBLY, STEEL CASING PIPE, OR BOLTS ON ANY FITTINGS. 12. WATER N EXCESS OF THAT REQUIRED TO PRESSURE TEST, FLUSH, CHLORINATE AND REFLUSH MORE THAN ALLOWED BY THE TECHNICAL SPECIFICATIONS STALL BE PAID FOR BY THE CONTRACTOR. EXCESS QUANTITIES SHALL BE ESTIMATED BY THE ENGINEER. 13. THE WORK SHALL BE ARRANGED IV A MANNER THAT WILL CAUSE A MIMMUNM OF 018TURBANCE TO VEHK ULM AND PEDESTRIAN TRAFFIC. ADEQUATE INGRESS AND EGRESS TO BOTH PRIVATE AND PUBLIC PROPERTY SWILL BE PROVIDED BY THE CONTRACTOR DURING ALL STAGES OF MWITIUCTION. WITHOUT WRITTEN APPROVAL FROM THE MINTY OR UTILITY COMPANY, EXISTING SERVICES SHALL NOT BE INTERRUPTED BY THE CONSTRUCTION WORK My AREAS UTILI2NG OPBN•CUT SWILL BE REPAIRED THE SAME DAY AS CONSTRUCTION OCCURS. A09OLUTELY NO OPEN TRENCHES SHALL BE LEFT OVERIWOHT. 14. THE DEVELOPER'S CONTRACTOR SHALL INSTALL A WATER SERVICE ASSEMBLY TO EACH LOT AS SHOWN ON THE DETAILS. THE COUNTY SHALL PROVIDE THE WATER SERVICE METER. 15. THE CONTRACTOR STALL CONTACT THE COUNTY UTIUTTE8 DEPARTMENT (4101253 2e66} AND THE ENGINEER (810 M-81211) A MINIMUM OF FINE (5) WORKING DAYS PRIOR TD THE BEGNINING OF CONSTRUCTION. CONNECTION TO THE EXISTNG COUNTY WATERLINE SHALL BE PERFORMED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE COUNTY UTILITIES DEPARTMENT AND THE ENGINEER'S REPRESENTATIVE. I& THE CONTRACTOR SHALL KEEP THE EN004M INFORMED RELATIVE TO THE PROGREW OF THE CONSTRUCTION. THE BN(iIEER SHALL OBSERVE CONSTRUCTION ACTIVITIES AS REQUIRED BY NORTH CAROLINA GENERAL STATUTES 130A - 317. FAILURE OF THE CONTRACTOR TO KEEP THE ENGINEER INFORMED MAY REQUIRE UNCOVERING OF WORK TO VERIFY COMPLIANCE WITH PLANS AND SPECIFICATIONS. ANY COST ASSOCIATED WITH UNCOVERING WOW MOTOR VERIFYING COMPLIANCE SHALL BE BORNE BY THE CONTRACTOR. 17. TRAFFIC CONTROL SHAM. BE N ACCORDANCE WITH SECTION ISO OF THE NC DOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. SEEDING SCHEDULE ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER. THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT THE CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS. A. CULTIVATE AREA TO A DEPTH OF 5". B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE. C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE. D. SOW GRASS SEEDS AT THE FOLLOWING RATES: KIND RATE PER ACRE COMMON BERMUDA GRASS (UNHULLED) 20 LBS. COMMON BERMUDA GRASS (HULLED) 12 LBS. PENSACOLA BAH KIGRASS 50 LBS. KOREAN LESPEDEZA 25 LOS TALL FASCUE 30 LBS. E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE. F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 300 GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER. ITris drawing shall not be reproduced in whole or in pan without wnuen permission of East Coast F.nginewng C onVany, P.A. C% inrr 1kv%-rr . % NN. 10 GA. OP WIRE MIN. 12-1/2 GA. 31 INTERMEDIATE WIRES MIN. 10 GA. BOTTOM WIRE 6" MIN. COMPACTED _ FILL OVER SKIRT` 4F- Q W co � rrvum vicvv r--- STEEL OR WOOD POST j- WOVEN WIRE FENCING AS REQUIRED m SIT FILTER FABRIC 2U- 1. W SIDE VIEW ANCHOR FABRIC SKIRT W/ MIN. 4" LONG WIRE STAPLES @ 12" O.C. 'FOR REPAIR OF SILT FENCE FAILURES, USE 057 WASHED STONE IN LIEU OF COMPACTED FILL. NOTES: 1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS. 2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3" IN DIAMETER AND V IN LENGTH. POSTS SHALL BE CREOSOTE OR PENTACHLOROPENOL TREATED SOUTHERN PINE. 3. WHERE STEEL POSTS ARE USED, POSTS SHAM. BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE. 4. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE 06), SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING. FABRIC SHALL BE A MINIMUM OF 32" WIDE AND HAVE A WNW" OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE 10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS THAN SO STAPLES 1 112" LONG. 5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 L,B.A N. IN. AND A MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INFNBRTORS AND STABIUZERS. 6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LSAJ N. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED F, WOVEN WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACNG SHALL NOT EXCEED V. FINAL BACKFILL PIPE SIZE AS INDICATED ON THE PLANS INITIAL BACKILL CLASS 1 TEMPORARY SILT FENCE NOT TO SCALE PIPE ZONE B" O.D. I 6" MIN. MIN. FINAL BACKELL _3" MIN. CLASS 1, 2 OR O.D. 6" MIN. CLASS 1 OR 2- STABLE FOUNDATION MATERIAL PVC PIPE PIPE ZONE 6" O.D. I 6" MIN.1 07MIN. E PIPE SIZE AS INDICATED ON THE PLANS Iwo) Q� W N) vt 0 N Ned O "o 0 U ' N (D 00 ° C!1 h Z I` 0 ' cis r O 1�1 Dab: 09 APR 03 3" MIN. Scale: As Shown. Dmvn By: EMN O.D. Checked By: DBB 11=� STABLE FOUNDATION MATERIAL DUCTILE IRON PIPE PIPE BEDDING DETAILS �) t1.// JL:; . J1) COASTAL ; ,a-�.ACEMENT THIS. PLAN IS NOT ISSUED F OONSTRUCTION WITHOUT *ftED CORPORATE SEAL. �cH SEAL B,gRT0% .� sheet 9 of 10 KTC PROJECT NO.0515 POURED IN PLACE CONCRETE COLLAR (3000 PSI MIX) COMPACTED ABC BASE UNDER COLLAR GATE VALVE JJ�O�000 D o O O O 000.0O 000 BLOCKING . d MIN. BEARING AREA - 1 FT. SCE. A i POURED IN PLACE CONCRETE COLLAR (3000 PSI MIX) PRE -APPROVED PRECAST COLLAR WILL BE ACCEPTED IN NON -TRAFFIC AREAS. VALVE BOX - CENTER 13OX PLUMB OVER VALVE STEM GRAVEL OOODO0O0( O O ! NO CONCRETE SHALL TOUCH BOLTS 04 GLANDS. WRAP BOLTS OR GLANDS WIPLASTIC M.J. GATE VALVE AND VALVE BOX NOT TO SCALE THRUST BLOCKING TABLE BLOCKING DIMENSIONS FT. MIN. BLOCKING VOL TYPE FITTING PIPE SIZE B H X C.F. 221 /r 40 1.0 0.6 0.5 1 r 1.5 1.0 0.8 1 r 2.0 1.1 1.0 1 12' 3.0 1.7 1.5 4 i r 4.0 22 2.0 8 450 4• 1.5 0.6 0.8 1 6" 2.0 1.3 1.0 2 8' 3.0 1.5 1.5 3 120 4.0 2.5 2.0 9 16" 5.0 3.5 2.5 20 90° 8 TEE 4' 2.0 1.0 1.0 1 6" 3.0 1.5 1.5 3 8" 4.0 2.0 2.0 7 12' 5.0 3.6 2.5 20 16" 6.0 5.4 3.0 43 CONCRETE BLOCKING NOT TO SCALE GENERAL BLOCKING NOTES: (8) • 4 F13M 2 EACH WAY 3,000 P.S.I. CONCRETE THRUST COLLAR 2" SCH. 40 MIPT XJ SLIP PVC ADAPTER (TYP.) 2" BRASS NIPPLE BID ITEM HERE TO END NOTE: SEE SPECIFICATIOW FOR SUPPORT THREADED GALVANIZED STEEL ADDS WITH 4- x w HOOK, SEE -TIE ROD SCHEDULE" FOR QUANTITY AND SIZES OF RODS. M.J. CAP OR OTHER M.J. FITTING C.Y. COL SHALL, FORMED USINGMPPLE 7 DIA. THREADED TAP AND BRASS - 1THRU$T PER FOR 7 LINE EXTENSIONS. AS PER COLLAR DIMENSIONS SHOWN END VIEW TOP VIEW COLLAR DWENSIIS TIE ROD SCHEDULE SIZE LINE MIN. W. MIN.D r 2 5v 4" 8' 18' Ir 2 3/4' 7 24' r 2 &4' 8" 12" 38" 17 4 W4' 12" 18" AIr 18' 4 71W 1S" 18- 96' 2U' 4 1' 24' 4 1 1 /4" 1/3 CONCRETE THRUST COLLAR 3/4 NOT TO SCALE 1/4 3/4 1 213 1. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. 2. BLOCKING DIMENSIONS AND VOLUMES PRESENTED INT THE 'THRUST BLOCKING TABLE" ARE BASED ON A SOIL BEARING CAPACITY OF 2,000 P.S.F.. WHERE THE ACTUAL SOIL BEARING CAPACITY DIFFERS FROM THIS VALUE, THE ENGINEER SHALL DETERMINE REVISED DIMENSIONS AND VOLUMES FOR THE CONTRACTORS USE IN CONSTRUCTING THE BLOCKING. 3. CONCRETE TESTING SHALL BE SUBJECT TO SECTION D OF THE SPECIFICATIONS, WITH THE EXCEPTION THAT THE NUMBER OF CYLINDER TESTS SHALL BE BASED ON AN AVERAGE OF APPROXIMATELY 1 PER 4 BLOCKS POURED. SHOULD ANY TEST FAIL, ADDITIONAL TESTS MAY BE REQUIRED BY THE ENGINEER AT THE SOLE EXPENSE OF THE CONTRACTOR. 4. CONCRETE SHALL BE FROM AN APPROVED READY -MIX PLANT, UNLESS JOB -MIXED CONCRETE IS SPECIFICALLY APPROVED BY THE ENGINEER ON SITE. 5. THE BACK OF THE BLOCK (THRUST BEARING AREA) SHALL BE AGAINST UNDISTURBED SOIL. 6. ALL Fr"ING AND ACCESSORIES, SHALL BE WRAPPED WITH 10 MIL. POLYETHYLENE PRIOR TO POURING BLOCKING. NO CONCRETE SHALL BE PLACED WHICH WILL PREP/ENT THE DISASSEMBLING OF ADJACENT JOINTS. SHOULD CONCRETE COME IN CONTACT WITH ANY NUTS OR BOLTS, THE POURING OPERATION SHALL BE IMMEDIATELY STOPPED, AND THE AFFECTED AREA BE THOROUGHLY CLEANED TO ASSURE PROPER BOLT AND NUT OPERATION, 7. BLOCKING VOLUMES FOR 2" FITTINGS SHALL BE 0.3 C.F. EA. This drawing shall not be reproduced in whole or in part with written permission of East Coast Enginming Company, P.A. N TEE VALVE BOX (SEE VALVE AND VALVE BOX DETAIL) IIIJ GATE VALVE - MU PLUG TAPPED 2' 2" BRASS COUPLING 2" BCH. 40 MILT X SLIP PVC ADAPTER (TYP.) 2' BRASS NIPPLE 2" BLOW -OFF ASSEMBLY NOT TO SCALE PROVIDE BAN W1 EXTENSION SECTION AS REQUIRED FOR PROPER VERTICAL. ALIGNMENT BURY LINE W GATE VALVE & VALVE BOX (SEE VALVE A VALVE BOX DETAIL) COMPACT BACK STONE (7 C.F. MIK ) CONCRETE BLOt+ICNG :: WEEP HOLE TO REMAIN OPEN 8' D.LP. to / 8' D.I.P. 3/4' THREADED GALVANIZED j STEEL TIE RODS WITH i EYE BOLTS (4 TOTAL.) NOTE: THE TEE IS NOT A PART OF THE FIRE HYDRANT ASSEMBLY FOR B10DIIKi PURPOSES. FIRE HYDRANT ASSEMBLY DETAIL NM TO SCALE 2' BRASS CAP 2" BRASS NIPPLE 2' SCH. 40 FIPT X SLIP PVC ADAPTER 2" SCH. 40 PVC 2' PVC 904IEND THRUST BLOCIONG� INCLUDED AS PART OF ASSEMBLY) °"O-O- O°O°O° o°o°o° [06060,ab°o00 O°O°O o°c°o O O ° oo° o °ocoo� ° ^ O oc _o 0000 : o ° ° _ ° ° BLOCKING °�°�°_ JV. * J03 D1VIti.. .v OF COASTAL iv_iANACEMEtN`1' w 0000N N 0 � 0 F� G Q Q o rr z o v) o a H (d 00 ON Q a O U x H � W � z o � W A U 3 x Dry: 09 APR 03 Scale: As Shown Dmwcn By: EA4N Checked By: DBB THIS PLAN IS NOT ISSUED F CONSTRUCTION WITHOUT AFMED CORPORATE SEAL. SAL 179 d gR�ON ,ffff!lfff91ff�i heet 10 of 14 ECBC PROJECT' NO.0515