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STREET T00 ��:�:���:-_ � _ _ \ 1 � I•'�. •:.;.,. ... .,.Iy.._. ��•— \ � �.---•'j � \ i/ — I I SIGN NE H U .,..�''��• I !/� DCIA' CITY I BARN —\ q / 1 01 'SQUATTERS I f7 ` "� r•�� ��, I �_ I CAMPGROUND" { I:'... � \ �''�� l�"' �c�� •—' �� \ / \ SIGN I �Ii�'�'���,.- I I to : ' �'- :"'> � � \ ! 1 _ \ ! tJ--•-^�" � — � � � l � 1 � SUMMER WINDS% PHASE II DB 25 PG 397 I / E, TOP 8807 INV. 4.67 INV, 4.57 I ; MAY 19 2011 - (I CM WILM'INGTOt , 1A ffi Ex. CB TOP 7.37 INV. 5.32 INV. 5.27 GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 1 ` SEALS �� 20106 160 BARTLETT ENGINEERING & SURVEYING, PC 1906 NASH STREET NORTH TELE: (252) 399-0704 WILSON, N.C. 27EI93-1726 FAX: (252) 399-0804 LICENSE NO.: C-1551 www.b(irtlett.us.com EXISTING CONDITIONS NAUTICAL PLACES INDIAN BEACH. NC NOTE: NO WETLANDS ON SITE. 0 POrIIF Cr111Nr1 ' ATLANTIC OCEAN VICINITY MAP NO SCALE I SITE DATA: 1 TOTAL LOT AREA: 5.2f ACRES EXISTING IMPERVIOUS AREA: (AS OF 2005 SURVEY) I CONCRETE/ASPHALT: 32,979 SQ. FT.f RESTAURANT/BUILDINGS: 10,120 SQ. FT.f z I DWELLINGS: 27,075 SQ. FT.f � TOTAL IMPERVIOUS AREA: 70,174 SQ. FT.f o n I z ZONE: RR PROPERTY ADDRESS: SALTER PATH ROAD EXISTING LAND USAGE: RESTAURANT, RETAIL, N TRAILER PARK & CAMPING J 1 ` � 1 OWNER/DEVELOPER: SHEARIN PROPERTIES, LLC I P.O. BOX 8315 ROCKY MOUNT, NC 27804 PIN 15 No.: 633410374296000 I 633406375513000 REFERENCE: DCED BOOK 1182 PAGE 461 1 DEED BOOK 1166 PAGE 382 LA I w "EXISTING" CONDITIONS SHOWN ARE AS OF MOST RECENT SURVEY BY BARTLETT ENGINEERING & SURVEYING, PC IN 2005 I 1. 1 AND DO NOT NECESSARILY REFLECT CURRENT CONDITIONS. )•00' 1 .1 04 I 1 I I 1 1. 1 \ •. 1 I 1 1 EL GEND ❑ EXISTING CONCRETE MONUMENT ` 1 0 EXISTING POWER POLE * EXISTING LIGHT POLE H/U� EXISTING ELECTRIC HOOK—UP BOX I EXISTING TRANSFORMER 0 EXISTING SEPTIC TANK --a— EXISTING SIGN I O EXISTING CLEAN OUT D EXISTING TELEPHONE PED EXISTING HYDRANT I o EXISTING WATER METER I D4 EXISTING WATER VALVE DATE: MARC;i 2011 SCALE: 1 : 40 REV PROJECT: 05-356 CLIENT CODE: SHEPRO CADFILE: 10045SP7 FIELD BOOK: DRAWN BY: LR, JM SURVEY BY: KP, JS TOWN OF INDIAN BEACH NORTH CAROLINA PIN # CATERET COUNTY ZONE: SHEET SP1 F P:\—CADD\_LAND'PROJECTS\SHEPRO\05356\DWG\10045SP7.DWG 5/11/2011 6:10:02 AM EROSION ELEV- - - CONTROL LEGEND EXISTING CONTOUR ELEV PROPOSED CONTOUR �..�•� LIMITS OF DISTURBANCE -X- SILT FENCE 000o0o°oo0o° °o°ao°o°o60o ENTNSTRUCTION RANCE/EXIT oo°o ° °o°o LEGEND ❑ EXISTING CONCRETE MONUMENT EXISTING POWER POLE EXISTING LIGHT POLE H/U ❑ EXISTING ELECTRIC HOOK-UP BOX M EXISTING TRANSFORMER ® EXISTING SEPTIC TANK --a- EXISTING SIGN O EXISTING CLEAN OUT Q EXISTING TELEPHONE PED EXISTING HYDRANT CD EXISTING WATER METER >< EXISTING WATER VALVE ■ PROPOSED DROP INLET ElPROPOSED DROP INLET PROTECTOR GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft• NC GRID NA-`S86 ADJ) I \ INDIAN BEACH I IZ ACQUISITION, LLC m (THE GRANDE VILLAS) 1 to D8 1 128 PG 202 I 1 r 1I I`I SR 111921 STATE= ACCESS ROAD II pw II 1 ID` PROP, 10' DRAI / II II z,F I i NgGE EASEMENT _ \ \ 6 _ 104'5�'.�1-7� 00SO4'0 56 t4y 1 24'_J/- - _ ;oa \\�12:_ "�>. 13' �' S00'48'31"E r , -,- �- .�.; ��� � \ f }t� -•0apSWALE S-20 Q II -_-;SWALE#6 _ - PROP, t0' ORAItJAGE EASEMENT It I\ I \ � / _ - 15' MBL__L�Co Im t 1 TOP 48.87 I /�\\�` INV. t \ \ - / y INV. 4.97 _ 9S I \ _ J 1 L - 130' MBL - - �/ / I \ I 1 PROP. 8%8 x6' - L- - - -� 1 yo 1 I I I I TEE 11- t \ l I 1 i \\� l ,li ! I N II V PROP. 6°PPE "C�,l/--VALVE �, \ �_ I \ / i r I I I 11;1 I I I I I --_ W ` w ' i/ '6 I ` •N + �-- -� / 1 � 1,` j 't lllll l I PROP 8" } `� h I I VALVE W ,A- + - ^ /- - - N \ 1 I t }.I F 1 1 n fill t I W , w W \ �I BEACH ACCESS II f PROP. 6" PVC I COMMON I 1 0 WATER 1 n �a I 1 <� 1 �111�1�,��•1, I I �I-1 /2" FM' I r - -15' MBL - N } 2» FM 15' -7LA I I DISPOSAL FIELD I �:; I \ I \\�. ✓\\\\ \\ \ PUMP STATION 1-1/2 FM 0 1 \ I I vLi , \\\\� \\� I I- MBL \\\` tl LLL I; / / I PROPI-2- P-GE l I I ILL.A� I i711 I I �I �? �\ \`\\1 I _ / __ ! WATER I i II+ITjllt II ai / �I I �\ \; I iv %I 15' MBIL I I I / 1 1 1 I II Iillllill I z I �\ \, \\ �� I / L--; I _I___ I t I}il 20' MBL I �\� III I i ID � � EX. DI I I : a 1 \ \ \ _ - - - I m PIPE » c5 °� I \ 1 TOP 8.11 / I I INV. 6.41I \\\ ,�/ - 7.5: I �\ PRQPOSED \C m 1 SERVICE CONNECTION 1j�ra.S`I E\�d((TER ` ' \\ I a / / /° / / 1 11111 11 I11 I 8 d I / >\ \ ♦��� - TYP. (SEE DETAIL) �, , 11111 1 1111111 I `DISPOSAL I `` (I oo / \\�\�\\ \ c�l`r4' .P J '7 / '' 1 /�n IIIIII�I}1111}1 oo / (10.061 SF)y\ \ �' N 1 Il I 9 �, �. �1.1 I I � I I1 a 1 1 I I \ I I�\ ���\AVM 15, MBL---��'. I)I l� 09 PROP. 2° - _ �,� •:?s,-il ;9693 SWALE .��25- < '= " N09 04'.5 ll- V/ oo - ; �2 I SWALE#18._17 1 �_ \_ 1 \ Qa III m RC \ sra j1Q9'945-75 6 9 ..10" _ _ _ �� r I \ SUMMER WINDS�� ig 9.5 _� \ �' \ \�, PHASE II / 1 II I 9.0 -__-_ \ \ \1� ` DB 25 PG 397/ `I I! 1 � /i � . \ \ \ •. , � 1 + I �, I I = _ _ _...-_� ..r'� \ // � � � J I Lam,,.__ ----- I EX. CB TOP 8.07 INV. 4,67 pll I I lr L - NV. 4.57 1 i 160 I I/ g EX. CE TOP 737 INV. 5.32 INV. 5 27 FORCE MAIN (1-1/2" OR 2" AS INDICATED) 3 SERVICE BOX r (SIZE AS NEEDED) BALL VALVE 1 CHECK VALVE TEE TORVICE RESIDENCEE1-1 J2 REDUCER AS NEEDED SERVICE BOX NO SCALE P� T L T BARTLETT L ENGINEERING & SURVEYING, PC 20106 - a 1906 NASH STREET NORTH TELE: (252) 399-0704 F NCIN�� `� •' WILSON, N.C. 27893-1726 FAX: (252) 399-0804 qG ,IILICENSE NO.: C-1551 www.bartlett.us.com & SU P:\_CADD\-LANE/PROJECTS\SHEPRO\05356\DWG\10045SP7.DWG 5/16/2011 4:33:31 PM GRADING & UTILITY c>J 04 I DISSIPATOR PAD/OUTLET PROTECTION SCHEDULE (NYDOT METHOD) APRON APRON V(10) PIPE DIA LENGTH WIDTH ** STONE I D50 CLASS ' DEPTH STONE OUTLET Q(full) Q (10) 1 V(fu11) 1 I CFS CFS FPS FPS INCHES ZONE La -�� FEET FEET 1 STONE INCHES SIZE 9.67 19^3 5.63 I I-18 I ( FES B -- 9.38 7 5_31 5.30 i- 1 4 6 4.5 A 18 2"1 FES C l 8.13 - 1 1 4.60 4.59 1 18 1 4 6 ( 4.5 A 18 2"-6" PERMANENT SWALE CALCULATIONS -BARE SOIL CONDITIONS_ T---,i__�_______ 10-YEAR DESIGN STORM _ _- ---- --- - -_ HYDRAULIC 1 �MANN.IACTUAL VEL. ICAPACfiY TOP WIDTH SHEAR T9IIF. PE:r!A STRESS LN62 LINER LOCATION IDRAINAGEDRAINAGE RUNOFF RAINFALL REQUIREDDITCH(BOTTOM FLOW! SIDE FLOWI WETTED AREA AREA 10-YEAR FLOW j SLOPES WIDTH j DEEM SLOPE AREAPERIMEiER ^--- _1 (COEFFICIENT j SQ FT ACRES ! c IrUHR 1 Q (CFS) s I d (FT) i y (FT) M A 1 P -RADIUS I R V I Q W j(Ibs/sa. i T t), REQUR PEQ 6 18822 I 0.432 1 0.50 ! 8.84 j-1.91- ' 0.0200 j 1 0.252; 3 0.441- 2.591 0.17 1------I------ 4.32 j 1.911 2.51 j C. YES YES 2-26 2.36 0.59 Y6 YES _ - --- -' 5 I - --- 22252 - - 0 511 --- -I ---- - 0.50 8.84 2.26 10.0420; 0.50 I- 8.84 8.11 0.0050� 1 I-2 0.227; 3 0.5831 3 0.38 2.19�- _ 2.44! 5.69 0,16', 0.38 5.92 3.71 811 5.50 0.18 YES NO - -- ---I 4-79971 ----"------- I 1,836 3 j 923197 2.119 0.50 j 8.84 j 9.37 1 0.0050 -� 2 j 0.6261 3 _I 2.4315.96 - 0.41 3.86 - 9.37; 5.76 0.20 YES NO 2 1 84797 1- 1.947 1 0.50 i 8.84 1 8.60_1 0.0100 1 _1 1 0.6101 3 0.11311 3 1,731 0.18 4.861 1.831 0.361 0.10 4.98 3.71 860 4.66 0-68: 1.79I 0.38 - YES YES 0.25 YES NO YES YES 1A `I-8373 1 0,192 0.40 _ 8.84 0.68 j 0.0300 -� -10.0600 1B 10456 j-0.240-� 0.40 8.84 0.85 i 0.123j 3 0.17�-- 1.78I 0.091 5.05 0.85: 1.74 0.46 STORM DRAIN SCHEDULE (10-YEAR STORM) (4-21-2011) A - tc - I - Cc -1 ��. I Vfull LENGTH SEG' ? UPPER L' TOPOF TO PIPE INLET j TOTAL I INLET PIPE TIMEOF INTENSITY RUNOFF DS.-HRG _ SLOPE -- Dtheo -- SIZE •'. --- - - I- - - -- - - --- - F j RUN AREA AREA I TIME TIME CONC - COEF C- �'I �- _I PIPE 711E IWERT `:. =Y S`RUCT. ( (ACRES) ( (MIN) (MIN) 1 (MiN) (IWHR) I (CFS) 1 ACRES ) (FTIFI) (INCHES) (INCHES) (FT/SEA) (FT) (t�N)� SWALE#4 SWALE#3 FES C I FES B _ C B 1.836 1.836 2.119 2.119 I 1 5 0.0 f 5 5 1 _1 I_ 5 8.84 _� I 0.5 I 8.1 1 ___ 0.5 9.4 _I 0.0060 0.0080 i . 18.0 I 18 0 18 18 4.6 5.3 4 0 0.1 30 0.1 - 8.48 WA _ 7.74 _ N/A - _ - _' _ h^ 1 _0.0 0.0 1 5 ^8.84 1 8.84 _I 0.5 9.7 0.0090 _ 1- 17.8 I 18 5.6 36- - - 0.1 7.82 10.32 PD�k1 FES A i A I 2.187 2.187 NAUTICAL PLACES INDIAN BEACH, NC fllll+I Ir C nl IklP i -- J ATLANTIC OCEAN VICINITY MAP NO SCALE SITE DATA: TOTAL LOT AREA: 5.2f ACRES (227,209 SF) TOTAL DISTURBED AREA: 4.82f ACRES (209,785 SF) PROPOSED NET BUILT UPON AREA: 67,747 SQ. FT.f SEE SP6 & DT1 FOR EROSION CONTROL PLAN AND DETAILS. GENERAL NOTES; NO WETLANDS LOCATED ON SITE. SILT FENCE TO BE INSTALLED AS SHOWN ON PLANS OR AS DEEMED NECESSARY BY VISUAL OBSERVATION. LOCATION, QUANTITY AND PLACEMENT OF DRAINAGE PIPES AND EROSION CONTROL DEVICES MAY VARY TO BETTER CONFORM TO FIELD CONDITIONS. STORM DRAINS TO BE INSTALLED AS SOON AS POSSIBLE WITH PROPER INLET PROTECTION. CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS & PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS, CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UTILITIES 48 HOURS MINIMUM PRIOR TO EXCAVATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR CITY RIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS. EXCAVATION AND GRADING PLAN NOTES: CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES, CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF -SITE BY CONTRACTOR, AT AN APPROVED PERMITTED LOCATION, BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION. STRUCTURAL FILL: ALL NEWLY PLACED STRUCTURAL FILL OR BACK FILL SHOULD BE COMPACTED TO NOT LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY EXCEPT IN THE FINAL FOOT BENEATH PAVEMENT STRUCTURES WHERE THE REQUIREMENT SHOULD BE INCREASED TO 98% OF THE PROCTOR MAXIMUM DRY DENSITY, IT IS NOT ANTICIPATED THAT EITHER DIFFICULT EXCAVATION OR GROUND WATER WILL BE ENCOUNTERED FOR CUT DEPTHS UP TO 15 FEET ON THIS SITE, ALTHOUGH THE SOIL APPEARS TO BE WELL SUITED FOR REUSE AS STRUCTURAL FILL, IT SHOULD BE RECOGNIZED THAT CLAY SOILS ARE SENSITIVE TO MOISTURE; AND THEREFORE, IT IS RECOMMENDED THAT EARTHWORK BE PERFORMED DURING THE DRIER MONTHS OF THE YEAR, THE CONTRACTOR SHOULD BE PREPARED TO MOISTURE CONDITION THE SOILS AS NECESSARY IN ORDER TO IMPROVE THE EFFICIENCY OF THE COMPACTING OPERATIONS AND EFFORTS, OFFSITE BORROW / TRENCH BORROW: OFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW PLASTICITY (PI LESS THAN 25 AND LL LESS THAN 50) AND SHALL BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FILL IN 8 TO 10" LOOSE LIFTS AND COMPACT TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698, THE MOISTURE CONTENT OF THE SOIL SHOULD BE MAINTAINED WITHIN t 3 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT DETERMINED BY THE SAME TEST. OFF -SITE BORROW MATERIAL TO BE OBTAINED FROM A PERMITTED SOURCE. EXISTING CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION. CONSTRUCTION SAFETY: THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR, DATE: PROJECT: 05-356 ,r ARCH 2011 CLIENT CODE: SHEPRO TOWN OF INDIAN BEACH CADFILE: 10045SP7 FIELD BOOK: SCALE: DRAWN BY: JM 40 SURVEY BY: KIP, JB NORTH CAROLINA REVIS I PIN # CATERET COUNTY ZONE: SHEET SP4 OUTLET PROTECTION NO SCALE 1 4:1 SIDESLOPES 10 ro 1 •s CONSTRUCTION SPECIFICATION: 1, ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE I I SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY o INCREASING THE RIPRAP THICKNESS. DEPRESSED I DISSIPATOR PAD 2, THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS. I 3, FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY 56.1 o I I DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE INFILTRATIONTOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT, IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. co 1' EAS I 4, RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER, I N I 5, THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1,5 TIMES THE MAXIMUM STONE DIAMETER. I ` r 1 SWALES (3:1 SIDE SLOPE) SWALE# SLOPE FLOW DEPTH (BARE SOIL) FLOW DEPTH (FULLY VEG,) TOP WIDTH (IFREEB FREENCLUDES BOARD) SWALE#1A 0.0300 0.13 0.40 6.40 SWALE#1B 0,0500 0.12 0.35 6.11 SWALE#2 1 0.0100 0,61 1 1.11 10.69 SWALE#5 0,0420 0.23 0.52 7.13 SWALE#6 0.0200 0.25 1 0.61 1 7.65 TYPE A TYPE B SWALES (3:1 SIDE SLOPE) PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL PIPE OUTLET TO WELL-DEFINED CHANNEL SWALE # SLOPE FLOW DEPTH (BARE SOIL) FLOW DEPTH (FULLY VEG.) TOP WIDTH SWALE#3 1 0.0050 0.63 1.23 12,7 SWALE#4 1 0.0050 0.58 1.18 12.07 A A B ---- W=do+Lo r=09w ado do (MIN.) CHANNEL W -_ _ -- _ do BOTTOM 12,84' (NAUTICAL PLACES] INFILTRATION BASIN STORAGE VOLUMES DETERMINED FROM PLAN CONTOURS INFILTRATION AREA ONLY (4:1 SIDESLOPES) INFILTRATION I I INCREMENTAL I STORAGE VOLUME BASIN# ELEV (FT) I AREA (SO FT) VOLUME (CU FT) I (CUMMULATIVE AVG VOLUME CU FT) 1 7.50 6,609 1 0 0 8.00 7,316 3,481 3,481 8.50 8,048 13,840 7,321 _ 9.00 8,815 1 4,216 11,537 9.50 9,547 1 4,591 16,128 �_GEOTEXTILE FABRIC I VARIABLE 1 LINER �" I I r 1 1 1-� ,. Y 1 11-_ 111-I 11-III 11 1 y' ��"- , , REE'B0 Rd 0,50' MIN. -1 I E! �gARDy-- 0,50' (MIN,) `�-�_I�I II � I- I � . ;- �_ � PLAN VIEW PLAN VIEW I -III -III -I r i= 11�' SIDE SLOPES 3:1 �{ 1 1 „ -1 1-u 1 l I I IIL lJ� SIDE SLOPES 3:1 yd11 IIL' 1 �,-1 II I I� III I -.I 1 J FLOW DEPTH SLOPE (SEE TABLE) 1.O' FLOW DEPTH SLOPE (SEE TABLE) 2.0 (SEE TABLE) (SEE TABLE) I La La NO SCALE NO SCALE NOTE: SWALES ARE ----- - SLOPE = 0% FLOW d+ TO BE SEEDED WITH I l II In -III ill-nl TGEOTEXTILE BERMUDA GRASS =III III III=II�III-�=ll d,II II IIf d = 11=" II ='lll=lll__II!-III-111-IILIII_Ill_III 'll: ,I-111=111cI-11f III=III,,5i Illi I l lll� I IILSECTION A - A GEOTEXTILE SECTION A - A MAINTENANCE INSPECT RIPRAP OUTLETS STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED, IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. OUTLET PROTECTION (DEPRESSED TYPE) FABRIC LINER (TO BE USED FOR PIPE INLETS TO INFILTRATION AREA) SWALE/DITCH SECTIONS FABRIC LINER SECTION B - B NOTES; NO SCALE 1. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 INCHES. 2, d+ = 6" ABOVE MAXIMUM TAILWATER OR TOP OF CHANNEL BANK (WHICHEVER IS LESS). 3, Lo = LENGTH OF RIPRAP APRON, 4. do = PIPE DIAMETER NOTE: INFILTRATION BASIN DESIGNED TO CONTAIN AND INFILTRATE THE 10YR-24HR STORM EVENT WITHOUT DISCHARGING, USING AN INFILTRATION RATE OF 1/2 THE INFILTRATION 5. STONE DIA. = (FROM CHART) RATE REPORTED IN THE SOILS REPORT (12 IN/HR REPORTED IN SOILS REPORT) THEREFORE NO BYPASS, NO VEGETATED FILTER AND NO ADDITIONAL STORAGE IS REQUIRED, PERMANENT SWALE CALCULATIONS -BARE SOIL CONDITIONSl_ 10-YEAR DESIGN STORM i n = 0.D15 I i_ --�-I- IDRAINAGEDRAI�NAGE RUNOFF 1 AREA 1 AREA COEFFICIENT{ 5Q Fr ACRES 1 c RAINFALL 10-YEAR 1 1N/HR REQUIRED FLOW Q (CFS) DMCH SLOPE s BOTTOM, FLOW I SIDE WIDTH DEPTH SLOPE d (FT} I y (FT) I M FLOW AREA A WETTED PERINETERI P HYDRAULIC RADIUS R MANN.i ACTUAL . TOP VEL. ;CAPACfiYIVNDTHf �V ! Q •., W SHEAR I TEMP. PERM LOCATION STRESS I(Ibs/sq.ft.)l _I LINER REQUIRED _LINER IREQUIREC 0.50 1 8.84 j 0.50 _ 1 8.84 0.50 _j 8.84 - 0.50 8.84 + 1.91 I 2.26 8.11 9.37 I0.0200 10.04201 I0,0050 0.0050 1 1 0.2521 1 0.227 2 1 0.583� 1 2 0.626, 3 3 - 3 3 0.44{ 0.381 2.1 2.43 2.591 ` 2.44 5.69 1 5.961I 0.171 i 0.16 0.38 0.411 4.32! 5.92 3.711 3.861 1.911 2.51 2.26 i_ 2.361 8.11! 5.501 9.37 ! 5.761 0.31 0.59 0.18 J 0.20 I YES YES I- YES _ YES YES �' NO - YES NO 6 18822 I 0.432 22252 I 0.511 5 4 3 79971--1.t36 92319 2.119 2 84797 �1�047 { 0.50 -1 8.84 { 0.40 I 8.84 0.40 8.84 1 8.60 0.68 0.85 1 0, 01001 1 �0.030010.1311 I 0.6101 3 3 0.123; 3 { 1.73 0.18 0.17i 4.86 _ 1.83 1.78 0.36 C.10 0.09 4.98 3.711, " 5.05, j 8.60 0,681 0851 j 4.66 1.791 1.741 { 0.381 0.25 0.46 YES I YES YES 1 NO YES 1 YES `1A 1 8373 0_'92 1B 10456 0.240 PERMANENT SWALE CALCULATIONS -BARE SOIL CONDITIONS 10-YEAR DESIGN STOkt-A -- 1 I� REQUIRED FLOW Q (CFS) DITCH SLOPE{ s I (BOTTOM{ WIDTH d (FT) FLOW SIDE DEPTH'SLOPE y (FT) 1 M I FLOW AREA A WETTED PERIMETER P HYDRAULIC RAD:US R fuIANN. VEL. V ACTUAL CAPACrrY Q i_ TOP WIDTH W SHEAR STRESS (Ibs/sq.ft.)i TpyIP. { LINER I' REQUIRED PERNL LINER REQUI LOCATION ;DRAINAGEDRAINAGB RUNOFF RAINFALL] j AREA COEFFICIENT 10 YEAR; SQ FT AI ORES I c I INIHR 6 1 18822 0.432 { 0.611 1.L336 0.50 778.84 1 0.50 1 8.84 1.91 2.26 8.11 1 9.37 8.60 0.68 0.85 0.0200 0,042-01 0.00501 10.0050 10,0100, �0.0300 06001 1 1 2 1 2 1 1 1 0.2521 1 0.227 1 0.5831 0.6261 j 0.610� 0.131 0.1231 3 ( 3 3 3 3 �� 3 0.44 0.381 2.191_ I 2.43 1.731 0,18 I 0.17 j 2.591 2.44 5.69 { 5.96 4.86 1.83 1.78 0.171 4.321 0.161 5.92 0.38 3.71 0.41 3.86 0.361 4.981 0.10 3.71 0.091 5.051 1.91 2,511 0.31 - 2.26 2.36 0.59 8.11 5.50 0.18 9.371 5.76 0.20 8.601 4,661 0.38 0.68i 1.79. 0.25 0.851 1.741 0.46 YES 1 YES YES 1 YES 1 YES YES I YES I YES { YES NO ; NO YES - NO YES 5 j 22252 _ 4 i 79971 0.50 i- 0.50 �, 1 0.50 _j I 0.40 - l 0.40 8.84 8.84 8.84 I 8.84 I 8.84 _ 3 92319 2 i 84797 1A j 8373 2.119 1.947 I 0.192 1 0.240 _ 1B 10456 INFILTRATION BASI N I I I DESIGNED TO CAPTURE 1.5" RUN-OFF _ D.A. BUILT UPON BUA./ Rv STORAGE AREA I ACRE STORAGE DEPTH (INCHES) STORAGE PROVIDED (CF) OVERFLOW WEIR JELEVATION SOIL INFILTRATION (IN/HR) EXFILTRATION TIME (HR) BMP AREAI DRAINAGE AREA (SF) AREA (BUA) (SF) D.A. REQUIRED RE QUIRED, INCHES I (CF) SF 1 1 1 190,363 1 67,747 1 0.36 1 0.371 8811 I 184 1 2.43 1 24 1 16,128 1 - 12.0 i 2.00 PIPE A 95,253 1 28,621 1. 0.30 0.32 3815 - ! 1.05 PIPE B 92,319 39,126 I0.42 �- 1 0.43 4979 - 1.37 BO/\/\ 70 80\�/\\//\\/\\//\\//\\//\\//\\//\\//\\//\\//\\/ 50 40 30 NOTE: SIDE SLOPES TO BE VEGETATED WITH COASTAL BERMUDA SOD 20 10 D INFILTRATION BASIN#1-SECTION -10 NO SCALE -20 -zo CONVERSION FROM TEMPORARY SEDIMENT TRAP TO INFILTR'- BASIN: BEFORE CONVERSION, ALL ACCUMULATED SEDIMENT MUST BE RE%AOVED AND PROPERLY DISPOSED OF, THEN THE APPROPRIATE MODIFICATIONS TO THE BASIN DEPTH, GEOPMETRY, AND HYDROLOGY, AS WELL AS INLET AND OUTLET STRUCTURES, ETC„ MUST BE MADE, A MINIMUM OF 6 INCHES OF BOTTOM MATERIAL (BELOW THE DESIGN BOTTOM OF THE ORIGINAL SEDIMENT AND EROSION CONTROL DEVICE) MUST BE REMOVED PRIOR TO CONVERSION TO A STORMWATER BMP, SO APPROPRIATE DESIGN BOTTOM DEPTH CHANGES MUST BE CONSIDERED. IT IS ESSENTIAL THAT THE SITE BE COMPLETELY STABILIZED BEFORE THE EROSION AND COK-ROL DEVICES ARE REMOVED OR CONVERTED. SECTION - EXISTING GROUND NO SCALE 16.4. CONSTRUCTION CARE SHOULD BE USED DURING INSTALLATION TO MINIM17E COMPACTION OF SO'- -HE 50-TOM AND WALLS OF INFILTRATION DEVICES SINCE THIS WILL REDUCE THE PERMEABILITY AT THE SOIL INTERFACE. TO AVOID COMPACTING THE DRAINAGE MEDIA, LIGHT EQUIPMENT AND CONSTRUCTION TECH`: -__ _S THAT MINIMIZE COMPACTION SHOULD BE USED, RUNOFF SHALL NOT BE DIRECTED INTO AN INFILTRATION OEVICE UNTIL THE DR' -REA S STABILZED. A CONSTRUCTION SEQUENCE MUST BE FOLLOWED THAT REFLECTS THE NEED TO STABILIZE THE INFILTRATION DEVICE, THE LONGEVITY OF INFILTRATION DEVICES IS STRONGLY INFLUENCED BY THE CARE TAKE'. _-JRING CONSTRUCTION. INFILTRATION TRENCHES SHOULD NOT BE COVERED BY AN IMPERMEABLE SURFACE _'_ESS THERE IS SUITABLE MAINTENANCE ACCESS, THE DESIGN SPECIFIES A H-20 LOADING CAPACITY, AND THE APPLICATION INCLUDES A CROSS-SECTION OF THE H-20 DESIGN. DIRECT ACCESS MUST BE PROVIDED TO AL._ NFILTRATION DEVICES FOR MAINTENANCE AND REHABILITATION, OSHA SAFETY STANDARDS SHOULD BE CONSULTED FOR TRENCH EXCAVATION. A MINIMUM OF ONE OBSERVATION WELL SHALL BE INCLUDED IN THE DESIGN OF AN 'NFILTRATION SYSTEM TO PERIODICALLY VERIFY THAT THE DRAINAGE MEDIA IS FULLY DRAINING, THE MONITORING WELL SHALL CONSIST OF A 4- TO 6-INCH-DIAMETER, PERFORATED POLYVINYL CHLORIDE (PVC) PIPE WITH A LOCK'. CAP. THE WELL SHOULD BE PLACED NEAR THE CENTER OF THE FACILITY OR IN THE GENERAL LOCATION OF THE LOWEST POINT WITHIN THE FACILITY, WITH THE INVERT AT THE EXCAVATED BOTTOM OF THE FACILITY. 1 PROJECT: 05-356 `� - ATE: CLIENT CODE: SHEPRO PST L �� �����''� BARTLETT MARCL4 2011 CADFILE: 10045SP7 TOWN OF INDIAN BEACH CATERET COUNTY ��'° � ��= STORMWATER FIELD BOOK: sEaL \ ENGINEERING & SURVEYING, PCs�ALE: DRAWN BY: JM, RF 20106 �,� AS SHOWN SURVEY BY: KP, JB NORTH CAROLINA BONE: 1906 NASH STREET NORTH TELE: (252) 399 0704 DETAILS INDIAN BEACH,NCWILSON, N.C. 27893-1726 FAX: (252) 399- 0804EVISIONS: PIN # SHEET DT2 �R'Nc R`'�A,`LICENSE NO.: C-1551 www.bartlett.un.com & suII P:\_CADD\_LANDPROJECTS`,SHEPRO\05356\DWG\10045SP7.DWG 5/11/2011 6:10:02 AM 6, RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD,, ANGULAR, HIGHLY 'HEATHER -RESISTANT AND WELL GRADED, In 1 7, CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING DEPRESSED 1 AREA OR SLIGHTLY BELOW IT, .1. DISSIPATOR PAD m I m 8, ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH, IF A CURVE IS NEEDED TO FIT 1 ` SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. ub n In I I 9, IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION SD•v v4:1 SIDESLOPES °' I �1 g" RCP MAINTENANCE: ci 0 INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (Y2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE 9 9.5 \ RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. so so �� so - m -- so 1 B" RCP INFILTRATION BASIN#1 1:20 SCALE DRAINAGE EASEMENT TOP WIDT-' VAR E_-S ELEV; 10.0' LEV: 10.0' Cry\ �\ /�\ /�\/�\/� `� • 1 FLARED END SECTION 18" RCP DISSIPATOR PAD 4" MIN. CLEAN SAND \ • \\ \\//��//\\//\\/\\//\\// BOTTOM ELEV: 7.5' '/ //////////////// Y/\/\\j `\ 1 .0' MIN, UNDISTURBED \ IN -SITU SO L / j\\x\\ \j \j \j \j \j \j \j \\\\/\\�SFiWT�/�/�\/\/�\ /\/ //\//\//\�\//\///\/'\//\//\//\//\//\//\//\//�//\//\//\//\//\//\//\ eo 70 60 50 40 3D 20 10 0 -10 m z -- WASTE { (WATER I I --- I w�» I i ( - -- I - - I --�--.� o g° as -- o �o am - -�T..�--- - ��� ..------------_ u �I - a_ I % ��I I I e k -_ 1 ��..��- -. > -�--- ����-- ---�-__ _ __ - _ ---- i u HWY58_ ---- - _-�--- - �...-..�..-- .- -� ISPOSAC_A_R_E4_ --------ter IT