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HomeMy WebLinkAboutSW8040205_APPROVED PLANS_20161004STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 U`A 02D 5 DOC TYPE ❑ CURRENT PERMIT LY APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2olb 10 04 YYYYMMDD DINT SEALER R ,'8, ., _ SITE DATA 4 112" Ij.._ `JOINT FILLER TRANSVERSE EXPANSION JOINT IN SIDEWALK SCALE: NOT TO SCALE NOTE: A I'2" EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS. A '�2" EXPANSION JOINT SHALL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 1 8' R 1 8, 4 " GROOVED JOINT IN SIDEWALK SCALE: NOT TO SCALE NOTE: A GROOVED JOINT 1" DEEP WITH 1,8' RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS 5' WIDTH INSTALL ONLY AT VAN ACCESSIBLE HANDICAP SPACES (R7-8A) (R7-8) N/F PARK VILLAS HOLDINGS.LLC DO 1294 PG 152 TPN 635606494185 ZONING PO S64052'09"E 373.38 VAN ACClgDLE NECIDc PARKING � ® 18 GLACE GALVANIZED SHEET METAL SIGN J� PENALTYR7-8DLo tkO c STEEL TUBE POST N C* NT FLAT BLACK. 2OATS. r 2 4. ° FINISHED GRADE m- p -- ------- ----- -- --- 48 ^ 47 46 45 44 43 42 41 40 39 38'., : ^ ° O L�o p SET POST 1N ° 49 1 3� w12" DIA. X t2" DEEP U1 ? EMPLOYEE PaRKINC (10) o II CONCRETE FOOTING Z Sp _ ___ 1 O U ____ = 262.72 > i SEMI -TRUCK W/S64°49'26"E 52 RADIUS TEMPLATE HANDICAP SIGN SCALE: NOT TO SCALE 53 w I:• TRANSITION SPILL 54 TO STA CARD CURB 7 49 37 36 35 34 33 32 ( 31 30 29 28 1 27 6 25 2 LIJ y' \ I EMPLOYEE PARKING (7) SERVICE PAFK N p---------------------------------°l N. ° Z��� I, co N 5'LANDSCAPE STRIP WASH BAY 1 SERVICE BAY 3 TYPICAL SIDEWALK DETAIL 55 ° WASH BAY SECTION A -A PROPOSED z 56 oIM - SERVICE ENTRANCE SERVICE ENTRANCE SCALE: NOT TO SCALE RETAINING WALL - cr < I ^IN r-- a SIDEWALK LOCATED IN RIGHT OF WAY "W 5T 1 3 a 1 1 N640 44' 07 105.15 ( DEED) CA OUIK LUBE EIR 564°49'29"E 105.02 (FIELD) EIR 18.Oo1"24.14' 1 41' 1 O 0 z 1 4 v° --- - '-- ---- r`_----------------------- D D D v ° w a OUIK LUBE v ' Io J J jwZ of In p' °• D v ° D ' D v ----. _ 60 _ __-- * _ _60_ _ _!, - x= PARTS STORAGE -----S64°492 '6"E ) ° o 7_-___ _ ___ �s _ ` v D► D CAPE . - - - ------- TIP 1----- - .. -- SRDS ° { PROPOSED DEALERSHIP FACILITY 18"SPILL CURB - - ------4--- — s-- D �.rp D ° 1 7 ISERVICE DROP OFF ...... ...._ __ ____. __ _Y_____ ! __ __ SCAPE ..::�`� .-... -: �.� -. ..... ._ .. .... 5 LAND - 18' 4 -- --36 ---- 2 --18 - 42 9' STRIP O O 72" 48 72 j w nIQ _ _ _ M HANDICAP RAMP DETAIL w < ; �I� NEW CAR ----a a----- a ------ -I� DELIVERY SHOWROOM SCALE: NOT TO SCALE NOTE: ASSUMING 6" SIDEWALK 5 - 30 CHAMFERED EDGE 2% MINi D D D D D 6"-24' S I OEWALK 4" rF 4"-5'SIDEWALK ' o SLOPE VARIES - 3000 PSI CONCRETE � D TYPICAL SIDEWALK SECTION SCALE: NOT TO SCALE *NOTE; 2% MIN CROSS SLOPE ALL SIDEWALKS TOP OF WALL 6"ABOVE BACK OF CURB PAVEMENT KEYSTONE EXISTING GRADE KEYSTONE RETAINING WALL SCALE: NOT TO SCALE T ERS • 04 N Z M 0 O IM 2" SF9.5A N/F TYSON AND HINES INVESTMENTS. LLC DB 1211 PG 78 8" CABC TPN 635606480695 P SPEED HUM STRUCTURAL DESIGN BY 0 H 671.69 (DEED) - 3REFER6NCE BEARING N64049'26"W_671.68(FIELD` w EIR SOUTHWEST CORNER LOT 5 SEE DB.942 PG.434 6„ t2" 6" 12" R'•2" R 3" R 3" .. R 3„ 6" R 3„ R e, D p 12 D 12 6 . D a 7112" °• 18„��• 18"—" 3000 PSI CONCRETE 3000 PSI CC 18" SPILL 18" STANDARD CURB AND GUTTER SCALE: TO NOTTAND GUTTER SCALE SCALE: NOT TO SCALE *SEE PLAN FOR LOCATIONS SHEET #1 OF 7 PROJECT #: PM1558-8-'001 DESIGN FILE M PM1558-8-001/PM1558-8 CONSTRUCTIONAgn K O K O O 3 IN IAA 3 co M ' '-f a — — — — w cIM < < w------', ----- o ------ l 1 O IIA1___-_ QI� W L01- ^iIN i� ii I A - L e, -CONCRETE' c a �Q o HC $IGN 'HS SIGN o a 18"SPILL CURB-,1 2 3 4 5 6 7 --- 1 _____ J ---� FLAG POLE O t ;VAN VAN N ' CUSTOMER PARKING (7) I I G i 1 ---- ---------- ------ ( F WI 2) (2 18"SPILL CURB EI rn 1 1 1 1 i , 4 !° 8 - 0 18_31� I ' 1 ' 1 zo — 47. 19 N58° 15I 15 W- to --- IR �� i { 17 18-STANDARD ( 16 n CURB18 GUTTER-- 15 i I T asLo 13 (, > r:.I 12 1cy'1 70 N�O V r i ,� p 8 Iy 2 -- — —� I O 1 I 1 I U i'IQ O -- i - U i I I 3 C 0 P 1 ;OBI p CL i -I CC o 1 j 15 Q moo- , \, N58 6r3 nw - 19 16 TRANSISTION SPILLI - 49_ --+- - -- --- -- -- ':_ -. TO STANDARD CUR81----- `, 42• E N °4 '26" - N113565.9846 52 •_ 5 „ 6 N74 32` o V�2� 23 b h I,La of E inly —J IQ �.I I^ 1 �---1--4--iRw1i3fSOL7AY4(-24 (a1-�--+--I---1--4-- -DCOGE�D+S *Rt8-1,14-}S-p--+-----I- J$E�(-ISKIIAY- 2�4-)� 7 F--1---4--1 'z �---- - � - in w z ,��---- I 45--------------------------------------- 32--- - - - - - ------------- -------------------------------- 564049'26"E 564°49'26"E N 1 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 1 I I I I RAMI D I SpLAYI (13 i 1 �DOD(E DIISPL4Y (112)I� �KS) 1 1 ao O I I I I 4EEPIDISPLAYI(14p 71 1 B'S ILLI CUR `I-� 1 1 1^ I 1 1 18"SPILLI CURB I 1 1 IR A SIGND EIR ,.------------------- A 4 `^ APPROXIMATE ------ U.S. HIGHWAY 70 178' PUBLIC R/W I 1 I 1 1 1 oqo 2 mz APPROVED NORTH CARO.INA ENVIRONMENTAL MANAGEMENT COMMISSION 5�? !O-'f—/,E. D'cmca-3Ht R/W TRACT AREA = 213852.17 SF (4.909AC) ZONE = CH REQUIRED PARKING SPACES: 1 SPACE/450 SF. SPECIAL RETAIL SPACE AUTOMOBILE RETAIL SPACE = 7.963 SF PARKING REQUIRED = 18 SPACES REPAIR GARAGE = 3 SPACES EACH GREASE OR WASH BAY PLUS 1 SPACE FOR EVERY 2 EMPLOYEES NUMBER OF WASH BAYS = 2 NUMBER OF GREASE BAYS = 2 NUMBER OF SERVICE DEPARTMENT EMPLOYEES = 17 PARKING REQUIRED = 21 SPACES TOTAL REO'D = 39 SPACES PROPOSED PARKING SPACES STANDARD = 58 SPACES HANDICAP = 2 (2-VAN ACCESSIBLE) TOTAL = 60 SPACES PROPERTY LIES WITHIN A FLOOD ZONE X. WITHIN THE TOWN OF MOREHEAD CITY. COMMUNITY NUMBER 370048. PER FEDERAL INSURANCE RATE MAP NUMBER 3720635600J. WITH AN EFFECTIVE DATE OF JULY 16,2003. EXISTING CONDITIONS SURVEY PREPARED BY STROUD ENGINEERING. PA OF MOREHEAD CITY, NORTH CAROLINA ENTITLED EXISTING CONDITIONS SURVEY FOR MURDOCH PROPERTY LOTS 1.2 AND 3. DATED 6/20/2012 BACK OF CURB RADII ARE 5' UNLESS OTHERWISE NOTED. SITE PLAN KEY NOTES OMILLENNIUM II ARCHED ENTRY CLAD WITH ALUMINUM COMPOSITE MATERIAL O2 SERVICE ENTRANCE O3 BRANDED COVERED SERVICE DRIVE OBRANDED DESIGNATED CUSTOMER DELIVERY AREA OBRAND SIGN OCHRYSLER DISPLAY OJEEP DISPLAY O8 DODGE DISPLAY ORAM DISPLAY 10 USED CAR DISPLAY/STORAGE 11 CUSTOMER PARKING 12 SERVICE PARKING 13 EMPLOYEE PARKING 14 PARTS UNLOADING AREA 15 DIRECTIONAL SIGN AC - ACRE LF - LINEAR FEET BLDG - BUILDING MAX - MAXIMUM BRG - BEARING MBL - MINIMUM BUILDING LINE CB - CATCH BASIN MH - MANHOLE CF - CUBIC FEET MIN - MINIMUM CL - CENTERLINE N/F - NOW OR FORMERLY DR - DRIVE NTS - NOT TO SCALE DI - DROP INLET O.C. - ON CENTER DIP - DUCTILE IRON PIPE R - RADIUS EL - ELEVATION RCP - REINFORCED CONCRETE PIPE EIR - EX. IRON ROD R/W - RIGHT-OF-WAY EDP - EDGE OF PAVEMENT SDMH - STORMDRAIN MANHOLE EX - EXISTING SH - SHEET FE - FINISHED ELEVATION SIR - SET IRON ROD FES - FLARED END SECTION STA - STATION FF - FINISHED FLOOR TC - TOP OF CURB FT - FEET TSW - TOP OF SIDEWALK GV - GATE VALVE TYP - TYPICAL INV - INVERT - —x—• SILT FENCE STORMWATER/DRAINAGE HANDICAP SPACE EASEMENT WETLANDS CONCRETE ROCK DOUGHNUT FILLED WETLANDS SPILL CURB ECEIVE t1fi ' w= ?J1F BY:zz REVISIONS: No. I B/ I DATE I DESCRIPTION l I GYTI 8111116 1 PICNIC SHELTER MIKE TOLER CHRYSLER DODGE JEEP RAM MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA CLIENT:TGW. LLC DESIGNED: MICHAEL W. TOLER RDC/DG/GYT , ADDRESS: 5369 H I GHWAY 70 WEST DRAWN: %•% Stl CA '', MOREHEAD CITY. NC 28557 RDC/DG/GYT �0p' FESs°Rt'�4'•. PHONE: 252-247-2003 CHECKED: ;aP° EAl y9?9,? RDC S t STROUD ENGINEERING, P.A. APPROVED: 26970 151A HIGHWAY 24 RDC y� oINE�' MOREHEAD CITY, N.C. 28557 DATE: ',,,���Yu����` (25�) 247 .7479 LICEF�E [NO. C-0847 6/30/1 4 ` --���UR��R�( J�-- SCALE: GIN R P.E. 1 "= 30' B'MAX.STANDARD STRENGTH FABRIC WITH WIRE FENCE 6'MAX.EXTRA STRENGTH FABRIC it STEEL POST■ r2-1 INCH WASHED STONE"m '►j!}: , •-' �' •, is • 104 ■ THICK �i •'PAVEMENT - f. ' 1 •: •f. y • z-rr� x .f Y• I'• f • J• )� :1 • }7 iR • r rlTt �T- _lin, �I •. �711■y1y7 _ p 1' ■I �•• { ::71LJRQS!•71 1 T• 1 I• e ' I. NATURAL i � ■ I' 1. 1 1' it i 1 .. --_ 1 u V = - � •� ..iN111N�� ENTRANCESTONE CONSTRUCTION III 0■ Ail ee \ -RIPRAP APRON -- WITH SKI CLASS 8 ' - . - . • , NOT ■ SCALE -WIDTI BOTTOM• llLoll WATER DATA • • ! PIPING SCHEDULE INSTALLATION NOTES: 'IT ©.. L .. 1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY. DRAINAGE AREA = 187.000 SF(4.293 AC I 2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS. 3. THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO THE FABRIC. ENABLING POSTS INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF - TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE. I mllllllllllllllll�, 1:11111! 1 1111;1 4 IMPERVIOUSEXISTING ■ BE REMOVED) FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. pl .: a q...}- BUILDINGS, 5. ATTACH THE 45 DEGREES THROUGHALSO, ■ r BE POSITIONED TO r .: -_ HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 571" livi PARKING = 27.697 SF 6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 smomUlix 1 1. TOTAL = 39.624 SIF (0. 91 AC 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. B. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION. 9. COMPACTION IS VITALLY I•■• ■• EFFECTIVE RESULTS. COMPACT■ r TO PROPOSEDIMPERVIOUS FRONT WHEEL OF THE TRACTOR. SKID STEER. OR ROLLER EXERTING AT LEAST 60 POUNDS PER SOUARE INCH. COMPACT THE UPSTREAM SIDE W% fizz 610' r THEN EACH SIDEFOR A TOTALOF NV 1'5:983 �'• - -0 PARKING 132.405 SF �,�'EX. IS RCP BUILDING 23.140 SF SIDEWALKSILT FENCE040 SF PICNIC SHELTER 200 SF ■ TO SCALE IAM T R LENGTH SLOPE 1 12 HDPE 9 0.4 2 7 HOPE 73 0.3% 18 H PE 104 0.3% 4 15" HOPE 46 0.3 5 4" HOPE 107 0.3% 6 1 HOPE 58 0. 7 24 HOPE 74 .3 8 24" HDPE 162 1 H PE 102 0.3% 10 15" HOPE 74 11 18 HOPE 124 0. 1 12" HOPE 0.3 1 12 H P 79 14 15 HOPE 7 0.3 1 18 16 1 24" HOPE 100 17 HOP 90 15 1 3 " HOPE 28X 19 1 DUALP t. ----------------- EROSION CONTROL BLANKET / 2 L a Y z •+ 22.5 ON TOP AND NON -FILLED SIDE SEED PER SEEDING " o o tO PROPOSED X IMPERVIOUS = 87.0X OF DIKE SCHEDULE. THIS SHEET ---- ? 2 SILT FENCE, SEE EL VARIES �. 23• o q2 THIS SHEET SLOPE VARIES -.r 22. _ ,�� �� i' '4' ,I "r i i 75 w 8OLF 150 RCP TEMPORARY J=J CW:INSTALLRFILL :I.N: LIFTS) • l- ' ;� G a N 6• y I IN TALL ST E CONSTRUCTION CONSTRUCTION SEQUENCE 3' VARIES "'WT IN 17.72 PIP �*->. `r, r $1 ' EX.EL.VARIES DIKE 1 5'- 4.5, N !' DOWNSPOUT LOCATIONS A ' ',r ENTRANCE PR DETAIL THIS 19'-21' - I APPROXIMATE AND SIZE UNKNOWN ' ...., X.FE SHEET (NOTISHOWN FOR CLARITY \� ,.'(VERIFY WITH ARCHITECT) L A ; ( t. REMOVE AND/OR RELOCATE EXISTING OBSTRUCTIONS. 2 INV .es 9 9 19.OS \ \ \ � 5'• TIE IN BELOW GRADE ? I,� I �\\ � f•',•� � � .�\���`� �' � •. �`• \ \ �\ •���. � A I 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE d SILT FENCING AT SPECIFIED LOCATIONS. \\%/����,, ',,y��;\ �Y;/, �,, ,�j�\��,'r'�`�• \� //�,,, //��,\\ l ��/, .,' 'i V 7. i� �� ?2,�ri !, i 1 ; 3. MUCK AND FILL EXISTING POND TO SURROUNDING GRADE ELEVATION ONCE ALL PROPOSED DIKE. - - - 'I EXISTING IMPERVIOUS HAS BEEN REMOVED FROM THE SITE. / O h 4. COMPLETE CLEARING d GRUBBING OPERATIONS. NOTE: ONCE AREA FILLED IS STABILIZED. TOP OF DIKE TO SEE DETAIL THIS i'I SHEEt , 5. EXCAVATE. ROUGH GRADE. AND TEMPORARILY SEED STORMWATER DETENTION BASIN. BE GRADED TO FINISHED GRADES SHOWN ON PLANS WHERE NECESSARY A �,, n! I I 6. CONSTRUCT RETAINING WALLS WHERE SHOWN. Ise a ; , ,� / I I x • j , 7. CONSTRUCT AD IKE AROUND THE PERIMETER OF THE PARKING AREA TO PREVENT SEDIMENT : -r0 , ; �FROM LEAVING THE SITE. TEMPORARILY SEED DIKE WITHIN 7 DAYS. TEMPORARY DIKE SECTION A -A FF 23.so i ' ; I 8. FILL AND ROUGH GRADE PARKING AREA. INSTALL DROP INLETS AND STORM DRAIN PIPING ;I INCLUDING SEDIMENTATION CONTROL MEASURES. SCALE: NOT TO SCALE I11,0i'.I• •�� 1 r 9. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 14 DAYS 0 18,. ; I r I OF LANPREPARATION DISTURBANCE. �►-- - - - --- -- 1 NOF UI I 0 BEGI BUILDING SITES. ■ 3 W/ I il;;l,' ;i�92� 11. INSTALL UTILITIES. r 2" N , MAINTENANCE PLAN I ti' h 12. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE. ' - INSER TEE I o I ry 13. CONSTRUCT BUILDING. .^•.+• h ti M� 6 I j. m rI;;' ,r ' 14. PAVE DRIVE AND PARKING AREA. 1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED PIPE DITCH BY 1. y1' N N \' I 15. PERFORM FINAL GRADING, SEED AND MULCH ALL REMAINING DISTURBED AREAS. FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF EXTENDING DUAL `� ,.� "F. �. �•reIII Will 16. ONCE THE SITE IS STABILIZED REMOVE ACCUMULATED SEDIMENT AND SKIMMER FROM STORMWATER PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS 15 CPP 28Lf �„ �;, :}- - - - - - - - - - - - - -', '�" `� I y,- x„�:;�;' DETENTION BASIN. INSTALL NEW 4" SCREW CAP DRILLED WITH 2" ORIFICE TO THE ORIFICE REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND r '., T ; I OUTLET. PERFORM FINAL GRADING OF BASIN AND REMOVE ANY ACCUMULATED SEDIMENT. 1 FUNCTIONS INDICATED ON THE PLAN. `I _ _ _ I •'i� 17. INSTALL WET DETENTION BASIN VEGETATION AS SPECIFIED ON POND LANDSCAPING PLAN. 2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING _ ■ REMOVE TEMPORARY EROSION CONTROL MEASURES. 'V � :� Ii � 18 EX.15"CPP `� ' nt - ,' I rlrll; r WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE N INV t7 99 I A ' ti 'I ' A r REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER. $ INV 18.04 ■ I %� PI i� I VP� `.'�I'• '-----titi. �' r' ;; ITEMPORARYROCK DOU n� - ���_ _i' `I „� �h,l� ,1 I I HII N UT T� 3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED EX.15"CPP _ I C'• r'.. , _ --, =� GRI 18�0 ; v r�:�l C� � ,ar x PROTECTION. TYP AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO 21.9 ? _ FF 23.SO _ - ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER. N INV 18.03 .a �`(' ! _� , y,l•,'/� •� - • -� ,, I , Z ,,.� r - x- ' � -----� - _ �e : -. �" I• (' `;' ' NCDOT #5 OR v .` : ,"t,! �p���p�• r, _. NCDOT WASH OR S INV 18. 07 ■-I �- I� I = � .rr Asi WASH ONE .. I�-I I`---9 WASH STONE �+ (12"MIN THICKI u57 NOTE) _ i CR TE 21. -.,I, ■ , - CLASS B R I P RAP h, , y,. CLASS B R I P RAP �' (12"MIN THICK) LAND DISTURBANCE I d r r ; , 8"HOPE w/ ` : ( I INV 1 .18' u+ I (� 1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY: LIMITS. 4.93AC ? %Z ! j jIi ; INSERTA TEE� •, ' - -I r flu+' f O M d N ENTERPRISES, LLC C4 o " FF 23.50 JFF 23.50 i r IU;, I'•! i 1 123 NINE J DRIVE .-- - _ NEWPORT. NC 28570 ;�30 1 ; '11 E c^XF� E 160, ` I { x !; "u ! 4"MINIMUM INSTALL REGULAR FLOW SILT SACK (252) 223-2229 SITL FENCE. I, •00 �y,3 2. �I� - '� 1!1 'i ' ;ull',I ' U ; I THICKNESS SEDIMENT TRAP AS MANUFACTURED 2. BORROW ACTIVITY TO BE OBTAINED FROM A PERMITTED MINE. TYPICAL I. RI 6 r. ,i 1 , BY ACF ENVIRONMENTAL (OR APPROVED EOUAL) !! ' 2 !�S n' /r,q1 t If --.I I a' SACK TO BE MAINTAINED AND REMAIN '■ ;I �.. �,• I0 � y PROPOSED ID I KE. IN PLACE UNTIL ASPHALT PAVEMENT hHai• . • 2� ; ,�, i'u _ 'ISEE SHEEDETAfL THIS IS COMPLETED. y . } : S rill fRAHIS6S I.ON'FLUSA oo `tRA i5TIOA FLUSH ry7 I - I cv • r Q Q- ! I PIPE DITCH BY E 2 I' ' SEEDING SCHEDULE EXTENDING DUAL 2•0 ? TOstAiS • 5108WALKa ;p RAiSeD SIpEWAIlC° 15 CPP 96LF w, ry S N�, I I ! • , �r/O^� Y * re it t,=; C1 a S ■ 23.52 1.60 SEED BED PREPARATION o i • \� I � • - I - : >< I ROCK DOUGHNUT LIME----- ---------------------- 2 TONS/AC p^� 1 -- -- -------- 1.000 LBS/AC .OA i TEMPORARY INLET PROTECTION 10-10-10---------- - I I� _ ( _ _ INSTALL�Si-0 E CONSTRUCTION SCALE. T TO SCALE SURFACE ROUGHENING: 1F RECENT TILLAGE OPERATIONS HAVE RESULTED ENTRANCE PER DETAIL THIS IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED EX.15'18. 30 + SHEET (NOT HOWN FOR CLARITY) S INV 18.38 � ;: ,, h a 11 1 EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE I■ o ti •"; c�, '• • NV 1$ 3 I ' - - q,• p XFE ".11 `' 2 ; ; I' I; EXTEND EX. I USF FRAME d GRATE MODELS: TO BECOME SEALED OR CRUSTED• LOOSEN IT JUST PRIOR TO SEEDING BY E%.15'CPP `b 2 ?$' _ _ _ 22�-' Z,0 2 0 0 .I' r • ts' RCP 56LF DROP INLET 4130-6230. DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER N INV 18.32 ! ' III' 2� :r _ I CATCH BASIN 5130-6168 THAN 3:1 ON THE CONTOUR BEFORE SEEDING. S INV 18.38 ■ I :� -- --_- - -_-_- -_- } _ -_-_ � 1' 2.. f : OR APPROVED EQUAL PIPE DITCH BY -- -- -- _zt --- 2S 2 �20 2 0 #2ti:FE 837 ----- EXTENDIMG DUAL !! h - q^ a p` M o a TEMPORARY SEEDING MIXTURE 1S"CPP TLF F' - -- y w o I N INV 18.44 RYE- --'`f ? ^I' (DECEMBER 1 APRIL 15) --------- EX.15'18. r� - , - I ! _I, , V 18+' 27 _ ., `�� Iq, + 1 �, did KOBE(LESPEDEZA (SCARIFIED)---50 LBS/AC120 LBS/AC S INV 18.20 \� a3i 22.15 0 " 2 ' -WE-- (OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT • .5 1t2•41 0 , _. _ 22 ' �� \ ' 2-S`%.r'1✓ 22, �EX.15"RCP I c0i a TO EXTEND BEYOND JUNE) EX.15'CPP ,, 2Z. ,I. , ir4rr ?S - -.i` .+N INV 16.29 r _ N INV 18. 32 I 25 _ _ I'. i - �', . ,'' /; •- r r 2 INV 16.20 I > (APRIL 15 -AUGUST 15) S INV 18.18 III 11•` .. �� ' '� ° - • 'iO 1 Wi h 1 w h It GERMAN MILLET--------------- 40 LBS/AC HOPE " 21 w'4r�,� _ g,, _ „ + `6•.. I IAMETE ti is MAXIMUM PIPE DIAMETER DIMENSION "H" 36"WALL 48"WALL 3'-6" 18" 18" 4'-6" 24" 30" (AUGUST 15- DEGEMBER 30) d 1' , V 1 n, ,q� SITL FENCE. I VARIES x RYE (GRAIN)-------- 25 LBS/AC ` 1 >t! XfE'. E i XFE _ z [IF IT [S NECESSARY TO EXTEND TEMPORARY COVER BEYON JUNE 15. PIPE DITCH BY i ,o O,� r ' ' '� E ■ �(;. I TYPICAL 22.30 22.71 r %i�'2 • 1 EXTENDING DUAL 1 . 2.� S 221 OVERSEED WITH SOLE/AC KOBE.) 15 CPP Mir yti' _ _ _ _ \,O I i PERMANENT SEEDING MIXTURE NY 18.' E%.15'CPP I �PROPOSED DIKEr.'..00 • � ' PENSACOLATALL UBAHIAGRASS------------- 50 LBS/AC S INV 18.N INV 79 ��4 ' - r INV 18.81 PIPE (9 INV118.50 - SHEET THIS ^ __ -- _-_ fir___ _ _ y __a- __ ?�z DROP INLET /CATCH BASIN /JUNCTION BOX SERICEA LESPEDEZA---------------- 30 LEIS/AC EX. 15"CPP ,,. FE 1± ,• '�- ; 'FE F------- KOBE LESPEDEZA------------------ 10 LBS/AC N INV 18,.Z0.--; 'III : 22.30 �, ; ,' - S INV 18.91 !■ 4 2 1 - , _ �� I SCALE. NOT TO SCALE 1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED Z 2y 22 �' 22 ?2'S • ' REVISIONS 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE xi,`r-i , ;?, ` , c TO 30 LBS/AC - :■ - _. tit'-. .: r - .. iS:. I V G BY GATE DESCRIPTION 3. WHERE A NEAT APPEARANCE IS DESIERED• OMIT SERICEA AND a, illy - _ _ - -- -- - --- INCREASE KOBE TO 40 LBS/AC. u C L�i(�1 _ I cC 1 KNIP �... / - - - - 21.0 - - - y 4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET =---=-�`�- ���'` I ' L - " 22.2 OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15. ADD 1.0 _ _ r' :.i ' � „ l GYT 11/18/M ` 'r' `" . ? r' 2 GYT 8/I!/% IMPERVIOUS AREA 25 LB/AC RYE (GRAIN). BY. PERMANENT SEEDING MIXTURE (SWALES & DITCHES) , BERMUDAGRASS-------------- BO LBS/AC - --- - ----------------- COMMON------- ---- ----_ - _--- -� ------ - - GRADING. - - -- -s� __ ___I,.______-______ --n(- G ING EROSION CONTROL 8 STORMWATER PLAN MULCHING - - r� __ - \`._ -- --- -. _--- APPROXIMATE M - __ -=g T LER CHRYSLER STRAW(WHEAT. OATS. BARLEY. RYE)----- 1-2 TONS/AC (AFTER SEEDING) (STRAW OUALITY SHALL BE DRY. UNCHOPPED d UNWEATHERED) ASPHALT TACK------------ LEGEND ------200 GAL./TON OF MULCH U.S. HIGHWAY 70 DODGE JEEP RAM 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.OR AC - Ill LF - LINEAR FEET - x - SILT FENCE BLDG - BULDING MAX - MAXIMUM 11 178 PUBLI R�IV MOREHEAD CITY, CARTERET COUNTY, NORTH CAROL INA A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED O. HANDICAP SPACE AS A MULCH ANCHORING TOOL. BBC - CArHBEARING MBL - MINIMUM BUILDING LINE EASEMMEENTER/DRAINAGE CLIENT: TGW, LLC DESIGNED: 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF CB - CUBIC BASIN MH - MANHOLE CF - CUBIC FEET MIN - MINIMUM ® WETLANDS MICHAEL W. TOLER RDC/DG/GYT SWALES d DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW CL - CENRiRLINE N/F - NOW OR FORMERLY WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW DR - DRI/E NTS - NOT TO SCALE ROCK DOUGHNUT ADDRESS' 5369 H IGHWAY 70 WEST DRAWN: AS PREVIOUSLY INSTRUCTED. DI - ORO' INLET O.C. - ON CENTER CONCRETE N••1■"•'4ry MAINTENANCE DIP - DUCTILE IRON PIPE R - RADIUS ��.*.`QP?H C4,90;iI MOREHEAD CITY. NC 28557 RDC/DG/GYT EL - ELEIAT ION RCP - REINFORCED CONCRETE PIPE FILLED WETLANDS �` ......• IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND YEAR EIR - EX. IRON ROD R/W - RIGHT -OF -MAY - �•PpFESs�O,� y.5 PHONE: 252-247-2003 CHECKED: WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED EDP - EOCE OF PAVEMENT SDMH - STORMORAIN MANHOLE "�_\ SPILL CURB �Q tii w R D C FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. EX - EXISTING SH - SHEET • 3 �' = FE - FINISHED ELEVATION SIR - SET IRON ROD �_ 3 � � � STROUD ENGINEERING, P.A. APPROVED: FES - FLARED END SECTION STA - STATION 30 15 0 30 60 R D C :G�•.F 151A HIGHWAY 24 FF - FIMSHED FLOOR TC - TOP OF CURB . .4, S SHEET #4 OF 7 FT - FEE( TSW - TOP OF SIDEWALK %4'C+� •.tiQ/NEED ��.` MOR HEAD. CITY, N.C. 28557 DATE: PROJECT#: PM1558-8-001 cv - INL• VALVE TYP - TYPICAL INV - ill V SCALE: 1 "= 30' '•.,�F9 Y Tl1A��•�`, (26 47-747 LICEN� 0. C-0847 6/30/14 DESIGN FILE #: PM1558-8•-001/PM1558-8 CONSTRUCTIONAgn •/aunn••` -- _ -- ' _ SCALE: GING T. URNER, P.E. 1 "= 30' A� 1 cl.i 20 -------------- -18- - 17 G------- i, N i I i i OVERFLOW TOP OF VINYL RETAINING ' WALL 17.0 _ ^ 5'VEGETATEDLo i i FOREBAY1 BERM MA I N BAS I N i H I , Lniliiivii ii"o'iiiii PERMANENT POOL TEMPORARY POOL i EL 17.5 EL 18.65 hi I . J T9-----' 20 "i EXP. ANCHOR EACH END OF SUPPORT L 24" DIA. RECESSED MANHOLE RING d COVER PLAN VIEW FLOAT- 14 FT. SUPPORT L 3 " X 3 " X 114" W/ 112" DIA. BOLTS m 12" O.C. Q TRASH GRATE -- 3 REMOVABLE ALUM. GRATING MCNICHOLS GAL-100A (OR EOUIV.) 1" HEIGHT W/ 1" X BRG. BAR STANDARD H X OVERFLOW ELEV. 20_35' ------------- ----, 20.'--------------------- - - - - - - - - - - - - - - - - - - 19.0'•--------------------AP-VLSL6F.W-'- - -- v ORIFICES PVCSCREENED TYPE PI-UG I -_ TEMPQRAf2Y STERAGt�POgL,f`Lo-MLA !------- - INV EL 18.6.' Q 3 PERMANENT POOL EL_ 17.5_ 4"PVC TEE 4"PVC STUBBIO -- "S'---.-.-' INTO BOX INI 17.5' 17.0'------------------------------- - - - - - c EL. 16.5' 16.0'------------------------- 4 TOP W/ ACCESS OPENING 32 LF DUAL 24"RCP PIPE @ 1.35% 5 I 1 icTBOTTOM ELEV. 16.5' INSTALL SKIMMER (DETAIL THIS SREETI AT 6" 7'- 9" 16" BEGINNING OF CONSTRUCTION. ONCE JITE 81- 9" IS STABILIIZED REMM SKIVER d A SCREW ON CAP DRILLED rDITH"E2yAORIFICE "SCRE1r oN CAP SECTION B-B SHEET #5OF7 *OVERFLOW DEVICE PROJECT M PM1558-8-001 SCALE: 1'' = 2' DESIGN FILE #: PM1558-8-001/PM1558-8 CONSTRLICTION.dgn SEE NOTE 79.5 O S65 ° 0' 0 "E 1 , 10 ~I. FOREBAY Ala ILn N IZ , o O art N N ti Ln 4%6,(D 79.5 y----------------------------------- N65°0'0"W FOREBAY AT PERMANENT POOL LENGTH O 7.85 RADIUS = 5.00 CHORD LENGTH = 7.OT CHORD DIRECTION = N20.0'0"W LENGTH 0 RADIUS = 5.00 CHORD LENGTH = 7.07 CHORD DIRECTION = N70.0'0"E -----------------------------___ 164.5 ---------------- S65° 0' 0 "E 3 CENTER OF 5' BERM MAIN BASIN IE 164.5 ---------------------------------------------- N65°0'0"W MAIN BASIN AT PERMANENT POOL LENGTH RADIUS O3 =7.85 5.00 CHORD LENGTH = 7.07 CHORD DIRECTION = S2000'O"E LENGTH RADIUS q0 = 5.00 CHORD LENGTH = 7.07 CHORD DIRECTION = S70.0'0"W NOTES: 1. FOREBAY AND MAIN BASIN TO BE CLEANED OUT TO PERMANENT GRADE AT COMPLETION OF CONSTRUCTION. - - 2. PROVIDE PUMP MECHANISM ON SITE FOR MAINTENANCE AND/OR EMERGENCY POND DRAINING. 22 - ------------------3.-SEE SAEET-6 FOR -PLANTING- PLAN.- - - -- - -- 22 21 - - - - ------------------------------- - - - - - - - - - - - - - - - - - - - - - - Ni-BE•RM-PEQ-SEED+Nrr-----------------------OVERFLOW EL 20.35 -- - - -- ------------------ ----------------------- --- ---- -- -- -- __________________________________________ SCHEDULE SHEET 4 18 - 76,- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------__-ESEI9NEFLLP l�LiL.SSi--:Y -- - - -- -- 18 17 ----------- - -- -------- --- - - - - - -- ---------------------- -- ------------ - - - - -- - - r- -- - -- ----- - - - - -- 17 FOREBAY a 16--- - - - --- - -------------- ------------ - ----- - - ----------------------- ----------- --- --------- - ----- - 16 15- -- - - - - - - -- - ------EL 14.�`_SEDII+ENJ_T9-U----------- 0 - - -- ---------------------------------------------- -- - - -- ----- - - -- - REMOVED FROM BASIN - m 15 _ MAIN BASIN ¢ 14 --- -- - - - - -- -: --- - -- ------- -- --- ------ ------------- - - - - --- ---- - - - ---- 14 a 13--- -- - -- - -- - --- - -- --- ------- - - - - -- - ------------------- -------------------- - ----- -- - -- -- ----- - - -- -- - - - -- 13 E L 12.0 SEDIMENT TO BE REMOVED FROM BASIN k: r 10 ___________ _ ______________________________ ___ _ ___________________________________________________--__-____ _-___-____ 10 9 - -- - - --------------------------------------------- - - - - -- -- - - - - -- ------ - - - - -- 9 B g _5'-5'_ 68' _ 9' .5'. 16.5' - 143.5' 7' 5' 9' FLOAT VENT PIPE SCH 40 PVC PIPE (BARREL OR ARM) d\ r-FLEXIBLE HOSE ATTACH FLEXIBLE HOSE TO ORIFICE TEE PER MANUFACTURERS RECOMMENDATIONS WATER ENTRY UNIT WITH TRASH SCREEN ORIFICE OPENING INSIDE THE HORIZONTAL TUBE WITH A CONSTANT HYDRAULIC HEAD �.f SCHEDULE 40 PVC PIPE (BARREL OR ARM) FLEXIBLE HOSE TOP VIEW 4" SKIMMER 2" ORIFICE FAIRCLOTH SKIMMER SCALE: NOT TO SCALE J. W. FAIRCLOTH d SON INC. WWW.FAIRCLOTHSKIMMER.COM TELEPHONE: (919) 732-1244 FAX: (919) 732-1266 POND X-SECTION A -A SCALE: V: 1"= 4' H: 1"= 20' FLOAT WATER ENTRY UNIT END VIEW �N �CAp o�i, �JP FESS%p•�:'y' ;¢Q0 S�Ly9r� - 36970 IN i 22 21 20 19 18 17 16 15 14 13 12 11 10 B"MAX CAP WIDTH _ADMAN AS REQUIRED INYL SHEET PILE PTH BASED ON STRUCTURAL TERMINATION BY OTHERS POND RETAINING WALL - SCALE: NOT TO SCALE REVISIONS: ECEIVE Na 6'Y DATE GYTJ 7116114 ayL�4T U 2 GYT 7/17/14 BY: 3 Grr a/nii4 PARK VILLAS HOLOINGS.LLC DO 1294 PG 152 TPN 635606494185 ZONING PO EIR to o M M CP a F-L-1 O N� W O n W CP i T MB 052'09"E 373.38 , ) 1 44 1 , E I EX. 18"R P 20� S INV 1 .69 1 J, v^v Y Ex ; y 11 � CLEAR & GRUB 1 T AS NECESSARY FOR DEVELOPMENT I I \ .. - ■ PER ACTION ID SAW-2012-00204 (PARTIAL FILL) N64044'07"W105.15 (DEED) III S64°49'29"E 105.02 (FIELD) EIR --------------------------------- -- (�bV TRANS ASPHALT - EX.180CURB " - - TO BE REMOVED - AND GUTTER - TO BE REMOVED I EX.15"CPP N INV 17.99 - - - - S INV 18.04 EX.15"CPP - N INV 10.03 _ - S INV 18.07 EX.GRAV L TEX 0 TO BE RE OV D w ' WOODED o Ir TING z I METALEX XAND CONCRETE CLEAR & GRUB - CONSTRUCTED AS NECESSARY FOR M I COMMERCIAL DEVELOPMENT BUILDING FFE= 21.7 M i TO BE REMOVED EXISTING N/F - STORM TYSON AND HINES POND I V 1211NTS. 78 C ( TO BE FILLED IN TPN 635606480695 ONCE IMPERVIOUS REMOV7D pp Z EX 15"CPP - N INV 18.30 S INV 16.38 �EX 0 EX. 15"CPP JI N INV t8.32 PO E6 S INV 18. 38 EX. 15"CPP N INV 18.44 EX.OVERFLOW S INV 18.20 STRUCTURE EX.tB"CURB TO BE REMOV SED EX.GRAVEL EX.15`CPP ( AND GUTTER FOR NEW PO STRUCTURE TO BE REMOVED + ... - - S INV 18.18 EX. DUAL "CMP POND DISC ARGE CLEAR 8 GRUB yEX5C0 S INV 17. 0 AS NECESSARY FOR I EX.18"CURB TD BE RE VED 8 REUSED DEVELOPMENT AND GUTTER FOR NEW OND STRUCTURE r TO BE REMOVED AS SHOWN ASPHALT - EX.15"CPP ' TO BE REMOVED WOODED N INV 18. 62 - - - S INV 18. 79 EX.15'CPP 5 INV 18.70 i EDGE OF EX ASPHALT EX.BILLBOARD TO BE REMOVED I LOW OFF P oPED� IR PP - - 671 .69 (DEED) TEL. R FER C BEARING N 4°49 26 W 671.68(FIELD) LP EXSC1_ 0 -4Q_.. u/c GASL INE-.-.._.._.._._.-- --- - - - e- - N64° 49' 26 "W 26 .2 �... �.... ..... Tw EIR �������������������P 0� ����if11t°���������������.. �. �.��r�r. �.���'�'� __ E_X._8 S W R SOUTHWEST CORNER 5 EXWMS - - " - - ~ ~ O �EXSSMH ~ ~ LOT 5---��---�----��---��- ---��- - - -"- - - - -� � - -• •-� - - - � •- - C•1(SSfllf - - ...• •- � 12 "DIP WATER SEE DB.942 PG.434 RIM= 18.91 W/VENT PIPE INV.OUT= 9.76 RIM= 19.14 EXWV° INVERTS = 9.04 EOP BENCH ELV.= 9.6 EOP U.S. HIGHWAY 70 I178' PUBLIC BW 30 15 0 30 60 SHEET#1 OF7 SCALE: 1 30' "= PROJECT #: PM1558-8-001 DESIGN FILE M PM1558-8-001/PM1558-8 CONSTRUCTION.dgn w um 1`p T i r 1 1 1 i r 1 1 � i 1 I 1 1 ; IT � 1 XNV INV"16.29 CP S1 t 1 1 1 1 1 T ' I mar Z5'�UL-2U14 REVISIONS: 1 _L No. BY DATE DESCRIPrpA T 1 IR I 12NPFVC ------------- - _-__-___ R/W BY:__%%____ X N(9.52 R= EXISTING CONDITIONS & DEMOLITION PLAN VERTS = 7.99(WEST/EAST) INVERT •8.92(NDRTH) INVERT = 8.02(SOUTH) MIKE TOLER CHRYSLER BENCH ELV.= 8.8 DODGE JEEP RAM MOREHEAD CITY. CARTERET COUNTY, NORTH CAROLINA CLIENT:TGW. LLC DESIGNED: MICHAEL W. TOLER RDC/DG/GYT ADDRESS:5369 HIGHWAY 70 WEST DRAWN: �,.�ttt''t►u,, MOREHEAD CITY. NC 28557 RDC/DG/GYT ��`� TH A.1 0, - oQ.IRS Bip•.��yy'% PHONE: 252-247-2003 CHECKED: �' • RDC ¢Q yes SEAL a STROUD ENGINEERING, P.A. APPROVED: z 36970 RDC 151A HIGHWAY 24 %gQ,•�,Q!N��,�.` MO EHEAD CITY, N.C. 28557 DATE: (2 ) 247-7479 LICENSE`` 647 6/30/14 --4/ � SCALE: 1"= 30' IN R . TURNER,_P.E. t JOINT SEALER N/F - PARK HOG R t,e .. VILLAS 152S.LLC -. TPN NG64PD 185 . . . _rf _ _ - _ ZON I --. E I R I,Z"—_-I�-- JOINT FILLER _-INSTALL ONLY AT VAN —► YAM - TRANSVERSE EXPANSION JOINT IN SIDEWALK ACCESSIBLE HANDICAP SPACES (R7-BA) ACCLttDLM M SCALE: NOT TO SCALE tn NOTE: - A 1,2 EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS. RESERVED CP ■ - A I." EXPANSION JOINT SHALL BE REQUIRED WHERE THE - PARKING SIDEWALK JOINS ANY RIGID STRUCTURE.- (R7-8) —' 18 GUAGE GALVANIZED , ® SHEET METAL SIGN �.. H — n m v e : • . .. W z MALTYR7-80 - :n In 2" STEEL TUBE POST cal GROOVED JOINT IN SIDEWALK o p 2ACOOAATSLAT BLACK. M1� SCALE: NOT TO SCALE ' _ W NOTE: A GROOVED JOINT 1" DEEP WITH li" RADII SHALL BE uj m a IT, i ue i °52'09"E 373.38 I e 37 36 35 34 33 32 31 30 29 28 27 1 V EI REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS - FINISHED GRADE p Llc;)c;c!3) 48 ti 47 46 45 44 43 42 47 40 39 36 6 25 2 2 iw4°-SET POST IN °49-SET DIM. X 12" DEEP zEMPLOYEE PARKING (10) EMPLOYEE PARKING (7) SERVICE PAFK N 12"N' fCONCRETE FOOTING Z 50 z p p 5' WIDTH U a J n ' _ 262.72 _s _ --1 ------ _ 3000 PSI CONCRETE CP 5 > SEMI -TRUCK W/S64°49'26"E I^ ------------------~------------ In a P RADIUS TEMPLATE Z .-lo �O. ',," PER FT.-. HANDICAP SIGN 52 - - - --- - 4b n �� w I _ • > SCALE: NOT TO SCALE 53 •' TRANS[ TION SPILL 54 TO STA DARD CURB w _ _ 4 - II 5'LAN6SCAPE WASH BAY a 8 18�31 \ STRIP SERVICE BAY o TYPICAL SIDEWALK DETAIL 55 tit') WASH BAY PROPOSED z .10 SERVICE ENTRANCE SERVICE ENTRANCE 20 SECTION A —A RETAINING 56 'r'I- ) r--� 47. SCALE: NOT TO SCALE - WALL 5713d .11N y a - 19 N58°151 15 W 0 \ SIDEWALK LOCATED IN RIGHT OF WAY ° , „ Ily I I I ¢ : OUIK LUBE Ir N64 44 07 W105.15 (DEED) --- IR S64°49'29"E 105.02 (FIELD) EIR 18.00' w 24.14" I 1\ ' W W t8 IR \\ v ° ----- e----1T-!------------------------- � I I ' I z 14 a _ QUIK LOBE a 17 I D D D ° 59 II c�I 18-STANDARD ° V r• ° ° ° r ° w I I I a= I c z n CURBI d GUTTED(-- - v v D? D 60 1 I oo I a a 76 I I v D v D D ° ° ° 1i �Z� y tn 15 z .I a I 0 D ° D v ---- O - ° 60 ----<�----564°490 26"E 1 i iv i PARTS STORAGE ' 1 12Q I w ----- ----- I ------ I _- 13 cwi ---- I I T ° D D ---- i-----1----- I -- m -- STRIPDSCAPE 12 ¢ �3 ° i PROPOSED DEALERSHIP FACILITY w :'. *+ 18 SPILL CURB --- ----- ----- --- - M/� 1 a.i„ D I I I a I SERVICE DROP OfF N�M y �---- � : --� 5'LANDSCAPE �. O iD ::. 4 36 2 18 STRIP - J --- IM x 9 y Q 72" 48" L m I .o m I NIM O4 4 1 I w iOI.— NEW CAR SHOWROOM I _ 0 HANDICAP RAMP DETAIL W 4 I<-----+----- 0 I �I� DELIVERY ---- I ¢ - ------ iVNi---- °L SCALE: NOT TO SCALE I p o I 1 NOTE: ASSUMING 6" SIDEWALK - O i-0 .y 1 y---- i1O----'o %3 ------ U WIM ° - - - - -- 5- 30 CHAMFERED Z 0 �!o w I w ale I C I v 0 a - EDGE --__.(A r,l� y------1'--- —V) ^�N ---___ I i D.e D Des D,• . Des D D .0D i P Q 2% MINA In 0 SIN p 1 p Im - ' RAlltf ° CONGRETE n •' n n n I -'_- ° O °' < .J "t— KO -------- -- - I I6NH� 51Gt(D D D D 4" •' '. M ----� I e" N/F I ----- -- 78 SPILL CURB I -T- I y - 2 SF9.5ATYSON AND H1NE5 " 18"SPILL CURBa\ 1 2 3 4 5 6 73000 PSI CONCRETE - I w \ FLAG POLEa15INVESTMENTS. LLC --- I-----�OQ DB 1211 PG 78 .r VAN YAN 1 —8" CABC TPN 63560648D695 ---- _ � i ^p ---- i ii c ` � CUSTOMER PARKING (7) I 0 TYPICAL SIDEWALK SECTION ---- I-----rt---- I - p -- I o o P SCALE: NOT TO SCALE - - I 1 I \ - -- - - -- -- - "W ---- ---- --- - ------ _ _ F WI 1 8 6 _ MOTE: 29L MIN CROSS SLOPE ALL SIDEWALKS TRAI�SISTtON SPILL] I q2 49_ -� - -- - TO STANDARD CURB 1 _ - - - _ TOP OF WALL i N74 32 T" - op - ------- I \1 A5y 6 - - 6'ABOVE BACK OF CURB SPEED HUMP 23 6�L115! 2� -- - -- ------ _ 2 w __-- PAVEMENT : - S "E ' 'O _ I I 1 1 1 1 - 1 I I I I 1 I I I i I I 1 I I I f I .1 I V 1. m KEYSTONE I I I I I 1 : m I -III—III—III—III _, kW I I - I I I I col, I I =I i I=III=III=I I : �Io i - i-- i--+RAMfBts$tAY+f24 -gl - --+-- --I-- i--+-DdeGE 19+s Y-if16-I�B--+--�--I- J$EP �ISP(kAY �2alF-FI--I--i--i in -III—I I I —III —III _ ! RA Y,Ib 1=III=III=III=I I DI PLA (3 N I I I I I I W EXISTING GRADE — I I ' I iZ I I J 1 1 1 ` 1 III —III —III I 29 r I=I I I= I I =—I I I I III—III=III- --- :-45 — --,------------------------------------564.49 26.;E --- N------------------------------------------- - -III=III—III—I 2..:2• I —III —III —I S64 49 26 E II —III —III —III "—III—III—III- �s. PC t I I KEYSTONE RETAINING WALL I I I I I I I I I I I I I I I I 1 1 - IRAMIDISpLAYI(131)(`,� J I j DDD4E D�SPL/�Y (�2) I I I I O I 1 I 1 (IEEPIDISPLAYI(14a �-I� I /8"S�ILLICUR� I I I I 18 "SP ILLI CURB I I 1 -I 1 r SCALE: NOT TO SCALE STRUCTURAL DESIGN BY OTHERS 671.69 (DEED) © BRAND REF R C BARN N64049'26"W 671.68(FIEL IR I` SIGN EIR EIR SOUTHWEST CORNER A LOT 5 SEE DB.942 PG.434 I' -Gb 12' R I Z" 6" ) 2" R x" V R 3" i EOP EOP R3" 6" °� R3" RI•e U.O. HIGHWAY 70 o D R 3" 12" 178' PUBLIC R1/ v v o v o 'V •. 18 —R 18"-•� 3000 PSI CONCRETE _ - 3000 PSI CONCRETE8" SPILL 18" STANDARD CURB AND GUTTER 30 15 0 30 60 CURB AND GUTTER SCALE: r+oT TO SCALE SCALE: NOT TO SCALE *SEE PLAN FOR LOCATIONS SCALE: 1 "- 30' SHEET 0OF 7 PROJECT M PM1558-8-001 DESIGN FILE #: PM1 558-8—OOI/PM1 558-8 CONSTRUCTIONAgn SITE DATA I 1 TRACT AREA a 297839.14SF (6.837AC) ZONE = CH ' y REQUIRED PARKING SPACES: - 1 : 1 SPACE/450 SF SPECIAL RETAIL SPACE 1 AUTOMOBILE RETAIL SPACE - 7.963 SF I PARKING REQUIRED = 18 SPACES a 10' � REPAIR GARAGE - 3 SPACES EACH GREASE OR WASH BAY - 1 - PLUS 1 SPACE FOR EVERY 2 EMPLOYEES I NUMBER OF WASH BAYS = 2 I NUMBER OF GREASE BAYS = 2 NUMBER OF SERVICE DEPARTMENT EMPLOYEES m 17 1 PARKING REQUIRED - 21 SPACES I 1 TOTAL REO'D = 39 SPACES 1 1 PROPOSED PARKING SPACES I STANDARD - 58 SPACES ' HANDICAP = 2 (2-VAN ACCESSIBLE) TOTAL = 60 SPACES I PROPERTY LIES WITHIN A FLOOD ZONE X. WITHIN THE TOWN OF MOREHEAD CITY. COMMUNITY NUMBER 370048. PER FEDERAL INSURANCE RATE MAP NUMBER 3720635600J. WITH AN EFFECTIVE DATE OF JULY 16.2003. I 1 EXISTING CONDITIONS SURVEY PREPARED BY STROUD ENGINEERING. PA : OF MOREHEAD CITY. NORTH CAROLINA ENTITLED EXISTING CONDITIONS 1 SURVEY FOR MURDOCH PROPERTY LOTS 1.2 AND 3. DATED 6/20/2012 I 1 ' BACK OF CURB RADII ARE 5' UNLESS OTHERWISE NOTED. - SITE PLAN KEY NOTES ( i MILLENNIUM II ARCHED ENTRY CLAD 1 O WITH ALUMINUM COMPOSITE MATERIAL 1 [�2 SERVICE ENTRANCE 1 , 1 O3 BRANDED COVERED SERVICE DRIVE e \ 1 1 1 BRANDED DESIGNATED CUSTOMER i O DELIVERY AREA 1 O5 BRAND SIGN 1 OCHRYSLER DISPLAY 1 O7 JEEP DISPLAY 1 - G8 DODGE DISPLAY I 1 i �9 RAM DISPLAY 1 10 USED CAR DISPLAY/STORAGE 11 CUSTOMER PARKING SERVICE PARKING I i 13 EMPLOYEE PARKING 1 14 PARTS UNLOADING AREA 1 j 15 DIRECTIONAL SIGN 1 i 1 REVISIONS: Na BY DATE DESCPoPTAIW R/W I SITE PLAN MIKE TOLER CHRYSLER DODGE JEEP RAM MOREHEAD CITY. CARTERET COUNTY, NORTH CAROLINA CLIENT:TGW. LLC DESIGNED: MICHAEL W. TOLER RDC/DG/GYT ADDRESS:5369 HIGHWAY 70 WEST DRAWN: MOREHEAD CITY, INC 28557 RDC/DG/GYT CAgC'*�,we, PHONE: 252-247-2003 CHECKED: 0Fessi0y:yy'': RDC .Q APPROVED: ¢ p ` STROUD ENGINEERING P.A. SEAL �: S 36970 151A HIGHWAY 24 RDC � �:�GINEEP`°��'�' MOREHEAD CITY, N.C. 28557 DATE: 4'1, .GINIE,° �.1tiJ� ( 2) 247,7 79 LICE(N�SF N ,-9647 6/30/14 —'��[ SCALE: GI GE Y. TURNER P.R.1 "= 30' i i i 8'MAX.STANDARD STRENGTH FABRIC WITH WIRE FENCE 6'MAX.EXTRA STRENGTH FABRIC - WITHOUT WIRE FENCE STEEL POST WIRE FENCE .STEEL POST FILTER FABRIC BACKFILL TRENCH AND COMPACT THOROUGHLY NATURAL WIRE FENCE g"_ q• PLASTIC OR °., ROUND WIRE TIES 9p ° ° o OPSLOP 0Q• �° NATURAL °• 0 p 0 .0. 8 "M I N GROUND 24" o 00 o O. O 0 I t:•:•:•:G:•:•:•:•:! :.y ;. FORWARD ALONG.•::!':;.•) I I P'�r..:.•�._.:���� TH�TRfNCH_::�t: •_:' I II I 24" II FILTER II FABRIC"CROSS SECTION VIEW I1 i1 INSTALLATION NOTES: 1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY. 2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS. 3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO THE FABRIC. ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE. 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. 5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST 1 )NCH VERTICALLY APART, ALSO. EACH TIE SHOULD BE POSITIONED TO SITL FENCE. - - TYPICAL 20 q' h ` 1•'� - � zo 19 j LAND DISTURBANCE LIMITS. 4.9 r- --__ . - - - - - I i-------------- 18 _ i-------- --- ---17 _--= -------------------- ' RIPRAP APRON--_, CLASS B M^I I '�S-TORMWATERO.N-D -_ 'I� +t �� ; i '----- LIE NTH- fil' WIDTH= _ Q' I ' I-' BOTTOM E�EV 12.0 S c nr ( 17 r.�... tip'-Y17•i•� -� HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.,. 6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. - 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. 8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION. 9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR. SKID STEER. OR ROLLER EXERTING AT LEAST 60 PONDS PER SOUARE INCH. COMPACT THE UPSTREAM SIDE` FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS. SILT FENCE SCALE: NOT TO SCALE - . _. - INSTALL EXCELSIOR - EROSION CONTROL BLANKET - - �. ,22, - ' / .? ��. -' - - / . r 22;� / /� I:' ' �I 2�/ .13 + :e,i( - - w' - l J w < . PIPE t �' '- _ GRATE 21.�5 ' - �') 22.5 v ----75---- a `� 2r0 i s --- ' - - - - ------•"'- --- '/ , c -- 22.60 --T ---- 22.5 c RTA TES ON TOP AND NON -FILLED SIDE SEED PER SEEDING OF DIKE SCHEDULE. THIS SHEET EL VARIES \\ ;. -_____ • 23.2 .o ______ SILT FENCE. SEE j THIS SHEET SLOPE VARIES Tc - 3:� TEDIKEMPP RY VARIES•At�N.,:.:,'..;ftlFkNs�TAtit:_;F'ICG}:}NLIFTS) 23.3jI S I r 1 . - / , / G I . P I 17.72 �` PI -- EX.EL.VARIES r - ANO APPROXIMATE SIZE UNKNOWN 1 - 9/'(VP IFY WITH ARCHITECT) I [E IN BELOW GRADE NV' ? •8$ PROPOSED DIKE. / NOTE: ONCE AREA FILLED IS STABILIZED. TOP OF DIKE TO - SEE DETAIL THIS BE GRADED TO FINISHED GRADES SHOWN ON PLANS WHERE NECESSARY SHEET A �4LO' / TEMPORARY DIKE SECTION A -A t , ,� FF 23.50 1 1 SCALE: NOT TO SCALE MAINTENANCE PLAN ; ti R___o,. a�slE "TEE �� ry ).ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED PIPE DITCH BY t y'L' `t N \ ``/ �' FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF - EXTENDING DUAL PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS ------ . ` �` \`�/` REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND 15 CPP 28LF tit n - I ` ` FUNCTIONS INDICATED ON THE PLAN. 1 i r 2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING 1`II fix• 2 ' �0- `( ` ' i' ` WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE EX.15"CPP REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER. N INV 17.99 ( S INV 18.04 { I I PI 141(,..,. 3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED " 1 " - - - _ i OR T` AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO EX.15 CPP _ 21•2 ♦a: - _ - ` ` FF 23.50 I o. ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER. N INV 18.03 ?.'. _ _ _ _ S INV 18.07 { __�. I - �\ , �� 1 NOTES ,-I I �S _ - ---- _ -. � , - . � CHI { T1i1i77. t i GR TE 21: LAND DISTURBANCE I II I / / 8"HOPE W/ `NI I I I INV 1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY: - LIMITS. 4.93AC� ?� 1 I IP I I I / INSERTA TEEIti� �� i '. .O II I I 1 l I t \ r M 8 N ENTERPRISES. LLC ) a O b FF 23.5 FF 23.50 123 NINE J DRIVE • t I 1 k `6,• - NEWPORT. NC 285TO ) (252) 223-2229 SITL FENCE. I �I 111 E.00 `/��, . E• d .3I t TYPICAL I I U �YZ 3 6 2 I I I I 2. BORROW ACTIVITY TO BE OBTAINED FROM A PERMITTED MINE. r " - TE � I - � N I I t i ti•: ti• 1 1 I' f- I -- I sl I I dye ` ti I •.7 ♦jr�*P i 1 Y• � Y 2-1 INCH WASHED STONE i-qg g EX. EDGE OF PAVEMENT F' :.� STONE CONSTRUCTION • ENTRANCE] . 1 r• DATA SCHEDULE TRACT AREA = 6.134 AC (29T.833.76 SF) Alt-t.'I AND U IM[T9. 5A BANG DRAINAGE AREA - 187.000 SF(4.293 AC) i rii� I I EXISTING IMPERVIOUS (TO BE REMOVED) It1l 1 Jl ;;l i r 1 BUILDINGS = 11.085 842 SF SF Iltl 1 ,/ t I .SIDEWALKS PARK LNG = 27.697 SF TOTAL -= 39.624 SF (0.91 AC) \t i EWX: a5d5C9D /Q, PROPOSED IMPERVIOUS ' BUILDING = 23.140 SF - lr NV 5.83 PARKING = 132.405 SF %1j 1 SIDEWALK = 3.D40 SF TOTAL = 158.585 SF (3.54 AC) R i 1 HDP 1 094 15vHP 1 7 78 H P 1 104 4 Is, HOP 4 4 HOPE 107 i HOPE .3% 7 HOPE 4 .3 8 24- DPE 162 0. 9 1 HDP 1 .3 to51 HOP 74 0. 11 HOPE 124 12 1 HOP 1 t H P 79 14 15 HOPE 57 15 18 HOPE 49 0.3% 1 4 HOPE 1 77 HOPE 90 1 H P 1 1 : - PROPOSED S IMPERVIOUS = 84.8% _ I 80LF 5+ RCP I IN TALL ST*�E CONSTRUCTION CONSTRUCTION SEQUENCE L EN RANCE PS'R DETAIL THIS EX.FE SH ET (NOTISHOWN FOR CLARITY 1• REMOVE AND/OR RELOCATE EXISTING OBSTRUCTIONS. 19.05 ; 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE d SILT FENCING AT SPECIFIED LOCATIONS. 3. MUCK AND FILL EXISTING POND TO SURROUNDING GRADE ELEVATION ONCE ALL EXISTING IMPERVIOUS HAS BEEN REMOVED FROM THE SITE. 4. COMPLETE CLEARING d GRUBBING OPERATIONS. 5. EXCAVATE. ROUGH GRADE. AND TEMPORARILY SEED STORMWATER DETENTION BASIN. i 6. CONSTRUCT RETAINING WALLS WHERE SHOWN. 7 CONSTRUCT A DIKE AROUND THE PERIMETER OF THE PARKING AR TO PR T - N �• Il 1 EA EVEN SEDIMENT : FROM LEAVING THE SITE. TEMPORARILY SEED DIKE WITHIN 7 DAYS. I - I S. FILL AND ROUGH GRADE PARKING AREA. INSTALL DROP INLETS AND STORM DRAIN PIPING t / • _INCLUDING SEDIMENTATION CONTROL MEASURES. l eetell t / 1 9. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN /4 DAYS YIIrUtI° ' ' OF LAND DISTURBANCE. ottullt t / 1 10. BEGIN PREPARATION OF BUILDING SITES. illryll •FEN ' 1 11. INSTALL UTILITIES. - Ip 1ptl 1 •92" / 12. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE. lliri)1I 13. CONSTRUCT BUILDING. A tilflBl j 14. PAVE DRIVE AND PARKING AREA. at ;11RR1 / I 15. PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED AREAS. la : - 16. ONCE THE SITE IS STABILIZED REMOVE ACCUMULATED SEDIMENT AND SKIMMER FROM STORMWATER ;IfilD Itltlt 10 DETENTION BASIN. INSTALL NEW 4 SCREW CAP DRILLED WITH 2" ORIFICE TO THE ORIFICE t OUTLET. PERFORM FINAL GRADING OF BASIN AND REMOVE ANY ACCUMULATED SEDIMENT• I ' I 17. INSTALL WET DETENTION BASIN VEGETATION AS SPECIFIED ON POND LANDSCAPING PLAN. _- bIL• i � V'"F : 18. REMOVE TEMPORARY EROSION CONTROL MEASURES. l ul�ll 1111 I T - I 18" - 18" I . 1 -MIN- _ ROCK DOUGHNUT r--MN p1,y! ll TEMPORARY INLET Sul ttl I ll l a : PROTECTION. TYP w i NCDOT tt5 OR " " NCDOT i)5 DR I i CLASS X57 WASH STONE B RIP RAP CLASS 8 RIP RAP 11 MIN THICK) - 11;N� (957.WINHTSTONE tl I'll if fill C\ ; e• - rir INSTALL REGULAR FLOW SILT SACK SEEDING SCHEDULE PIPE DITCH DUAL I; E 2 't t rl 1 try IotPFLUS1 ,A, 9RA1.IRA1I* - S J)Er-LVAL. ry E5TC I PP DUAL i I 2.0 ?s t ! I ' �' I TO IRJ. 1 . 106WALK N. jQM. . I S 1pErIALIc� I III 2�1 I 10 1! p I ° I tl I 1 18.17 III TSO 23.02 W 23.02 - ---_- SEED BED PREPARATION iii j o `�S .52 i LIME----------------------------- 2 TONS/AC - _ i I ,L`I'' I I it i , i ' of `j p -'-FE-'2' .. •6/_ : . < ' n 10-10-10 ------------------------- 1.000 LBS/AC {I li I 1 .04 ifez SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED " IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED EX.15 CPP I t II , ,. - t 4,1 I II - ,M`4• AEC l II N INV 18.30 1 h EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE S INV 18.38 j' p I ti da i bFE ''jl'i j , 2 • Zy/ • • NV 18 3 I 1 TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY 0 L' O r t t g• / - _ _t / y tf DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER EX.15"CPP N INV 18.32 THAN 3:1 ON THE CONTOUR BEFORE SEEDING. S INV 16.38--------- ----� - ---- 2. PIPE DITCH BY i ___ __ ___ _21 / _ 1 m 25 ` 2 20O♦ +r N o N - ---- _ EXTENDING DUAL1' //I M N m u TEMPORARY SEEDING MIXTURE 15+CPP TLF Z I t 1(t.27 1 DECEMBER 1 -APRIL 15> EX. 15"CPP {q ./ - - _ F �- ' N INV 18.44 - - `_� 22• I1 1 lilt 1 I I I / -- : ry t RYE (GRAIN)---------------------- 120 LBS/AC - / I - - 22.15 1 0 1il I I1 / r I S INV 18.20 .63 , _ t 1 KOBE LESPEDEZA (SCARIFIED) --- 50 LBS/AC t +iPE--- , / (OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT - ` { - --E - 122.41 I "' 1 61 / 2'Z• I t I I `� `l t TO EXTEND BEYOND JUNE) EX.15"CPP I 22.5 ? N ?�•2 N INV 78. 32 t'I I 2. 2� __` I 1 1 r\\` l/%�!i l // �\'� iii /�'i 1/l%r I w YL .'. • / •2 (APRIL 15 -AUGUST 15) - - S INV 18.18 GERMAN MILLET--------------- 40 L65/AC �` q/i/ r w 1 : 1 1 `---- 5-61 =_-_-' / / / / /i,// (AUGUST 15- DECEMBER 30) - lr 1 71i ti'. t. I t,��_, // / / t�U' �� 4 r.: . r Sil >M 7(22 E XFE / i . Itl ° TYI RYE (GRAIN)---------------------- 25 LBS/AC / I o t l I I t ' (IF IT 1S NECESSARY TO EXTEND TEMPORARY COVER BEYON JUNE 15.' - PIPE DITCH B1t III ' !'! 1'Iv 2?• 22 t I 22.30 - / //� _ 22.71 i / / �i/iA'2 \ �.4 ./.. OVERSEED WITH 50LB/AC KOBE.) 150ENDIIIG DUAL tln ) , I •� S I e S ' t5 CPP 19Lf t II l 1... `eY1''____�,o I i / �` �//i //• `Y. �� i i : :i. 12y _ /;�?•S �/ L/i PERMANENT SEEDING MIXTURE r ` .'_ t 22' PROPOS$ED DIKE. Ja TALL FESCUE--------------------- 60 LBS/AC IN INV" 8P62 ' ` l INV 18.81 PIPEi9 11n►,/18.50 S119 EE/ TAIL THZ�S\`�\ ,,/ `t j - Ny a8+ J o PENSACOLA BAHIAGRASS------------- 50 L85/AC - --_ _-_ d--_-__- t _ N w SERICEA LESPEDEZA---------------- 30 LBS/AC EX.15"CPP , FE T-----r------- �E KOBE LESPEDEZA------------------- 10 LBS/AC S INV i8 90. '1 rli' 22.30 ` . _ -- -- 1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LBS/AC ■ �y \ / ' " As v " \ 3. WHERE A NEAT APPEARANCE IS DESIERED. OMIT SERICEA AND_' INCREASE KOBE TO 40 LBS/AC. / 21.0 - - a 4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET ___ ___ �`�� ,` __- � � _- _- •21.0 � r OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15. ADD _ _ _ _ - _ - - - - ' _ 25 LB/AC RYE )GRAIN). - - - - - - - - - - - - - ------------- _- _ - e _ - - - - vt`--- --------19- --/ /- ' '---_ ---------- -18_______________________ _____,g______ ______---------5•8 t_______ /.9,\ PERMANENT SEEDING MIXTURE tSMALES d DITCHES) --- --- - =___ _-----t _ __ ______ ------_-_-_-_-_-__ --- -t6 ------- ----- - - COMMON BERMUDAGRASS-------------- 80 LEIS/AC _----- ---- - -- ---- -------------- --- - - - -- -'S'6L- - MULCHING - --------------E@�------- ---- ``- STRAW(WHEAT. OATS. BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING) EOP - - - - (STRAW DUALITY SHALL BE DRY. UNCHOPPED d UNWEATHERED) LEGEND G E N _ . . U.S. HIGHWAY 70 ASPHALT TACK -------------------- 200 GAL./TON OF MULCH G E )�1 (`7p 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING.OR AC - ACRE LF - LINEAR FEET -X- SILT FENCE - - I/ 8' PUBLIC RW BLDG - BUILDING MAX - MAXIMUM HANDICAP SPACE A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED C7. - AS A MULCH ANCHORING TOOL. BRG - BEARING MBL - MANHOLE BUILDING LINE ® EASEMENT 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SMALL COVER THE BOTTOM OF CB - CATCH BASIN Mi - MINIMUM EASEMENT CF - CUBIC FEET MIN - MINIMUM ® WETLANDS - - SWALES dDITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW � CL -- CENTERL NNE N/f - NOW OR FORMERLY - - WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW OR - DRIVE NTS - NOT TO SCALE ROCK DOUGHNUT - - AS PREVIOUSLY INSTRUCTED. - - DI - DROP INLET O.C. - ON CENTER CONCRETE - - DIP - DUCTILE IRON PIPE R - RADIUS - MAINTENANCE EL - ELEVATION RCP - REINFORCED CONCRETE PIPE FILLED WETLANDS - - IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR - - EIR - EX. IRON ROD R/W - RIGHT -OF -NAY - WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED EDP - EDGE OF PAVEMENT SDMN - STORMDRAIN MANHOLE ® SPILL CURB - - FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. EX - EXISTING SH - SHEET FE - FINISHED ELEVATION SIR - SET IRON ROD _. FES - FLARED END SECTION STA - STATION 30 15 0 30 60 - - SHEET #4 OF 7 FF - FINISHED FLOOR TC - TOP OF CURB - FT - FEET TSW - TOP OF SIDEWALK _ PROJECT* PM1558-8-001 GV - GATE VALVE TYP - TYPICAL INV - INVERT SCALE: 1 "= 30' DESIGN FILE M PM1 558-8-001/PM1 558-8 CONSTRUCTION.dgn p 4 MINIMUM SEDIMENT TRAP AS MANUFACTURED U THICKNESS et• BY ACF ENVIRONMENTAL (OR APPROVED EQUAL) SACK TO BE MAINTAINED AND REMAIN ' PROPOSED BIKE. IN PLACE UNTIL ASPHALT PAVEMENT ;0 -D SEE DETAIL THIS IS COMPLETED. IQ a SHEET i ROCK DOUGHNUT TEMPORARY INLET PROTECTION Q ( ONSTRUCTION E SCALE: NOT TO SCALE INSTALL 1HOWN CENTRANE PEDETAIL THISSHEET (NOT FOR CLARITY) EXTEND Ex. ' r/ USF FRAME d GRATE MODELS: 1S- RCP S6LF I njr�lL 5 DROP INLET 4130-6230. CATCH BASIN 5130-6168 OR APPROVED EOUAL 8.3T 1 1 i EX-15"RCP INV 16.29 { `IS INV 16.20 : I s ^•. C e•• U HOPE w [AMETE N VARIES •- x DROP INLET /CATCH BASIN /JUNCTION BOX SCALE: NOT TO SCALE VISIONS: - BY DATE DESCRlPTAOV ' , w ,.,.." 1 s GYT 8/2/12 LO COYYENTS 1 t - 2 >n 8/6112 ADDED OW CULVERT ----.- -- - - l a 3 8/16//2 E GRADING, EROSION CONTROL d STORMWATER PLAN MIKE TOLER CHRYSLER DODGE JEEP RAM MOREHEAD CITY. CARTERET COUNTY. NORTH CAROL INA CLIENT: TGW. LLG ESIGNED: MICHAEL W. TOLER RDC/DG/GYT ADDRESS:5369 HIGHWAY 70 WEST DRAWN: �.•�"""►n,, MOREHEAD CITY. NC 28557 RDC/DG/GYT _o°a.CN ---- Z ,, . CHECKED • . MAXIMUM PIPE DIAMETER DIMENSION "H" 36"WALL 48"WALL 3 -6" . 18 18" 4'-6" 24" 1 30" SEAL 36970 �'910,1, a;�GINE.P•�!; .� . !4; �4irFR Y: SJ,�•°°• ranrrta{'� PHONE. 252-247-2003 RDC S STROUD ENGINEERING, P.A. APPROVED: 151A HIGHWAY 24 RDC MOREHEAD CITY. N.C. 28557 DATE: (2 ) 247-747 LICEN 136 Np. C-0847 6/30/14 GI E Y.T P.EW-ILL- SCALE: 1 "= 30' F 21 �20 -Ia18 ---------- -17 5-------T------------------------------------------ ---- 1 OVERFLOW- ] ii i i i TOP OF VINYL RETAINING r l WALL 17.0 A i-5' VEGETATED i FOREBAY �� � ; ;��; BERM MAIN BASIN U ), , i PERMANENT POOL TEMPORARY POOL o " i i IEL 17.5 EL 18.65 i 1 -------------------------------L----------- -----------------------17.5------------------------ I NLET 1 8 --- - - ---- -------------------- ------- - - - ---- ------------- -Tg--- -------- 20 21 WET DETENTION POND DESIGN DATA DRAINAGE AREA = 18T.000 SF IMPERVIOUS AREA = 158.585 SF POND DESIGN SUMMARY PERMANENT POOL ELEVATION = 17.5 FT PERMANENT POOL SURFACE AREA REO'D = 13.932 SF PERMANENT POOL SURFACE AREA = 14.477 SF PERMANENT POOL VOLUME = 46.592 CF STORAGE POOL ELEVATION = 18.65 FT STORAGE POOL SURFACE AREA = 18.871 SF REO'D STORAGE VOLUME = 19.051 CF PROPOSED STORAGE VOLUME = 19.873 CF FOREBAY DEPTH = 3.0 FT FOREBAY VOLUME = 9.670 CF MAIN BASIN DEPTH = 5.5 FT MAIN BASIN VOLUME = 36.923 CF AVERAGE DEPTH = 4.47 FT (FROM FORM SW401-WET DETENTION BASIN) (USED 4.0' FOR SA/DA CHART) B 15 -0. 14 -0" 2-5 DAY ORIFICE (SEE DIMENSIONS BELOW) (3) 3" PVC SCREENED ORIFICES r n INV EL 18.55 a a 1,2" EXP. ANCHOR a EACH END OF SUPPORT L a a, 4 4 4 ° 4 24" DIA. RECESSED MANHOLE RING d COVER IV n.re are UN UN W N WN *NOTE: MAY BE ABLE TO MODIFY AND REUSE THE EXISITNG OVERFLOW DEVICE B 6' -0" PLAN VIEW TOP W/ ACCESS OPENING - 7 FT. SUPPORT L 3" X 3" X ,q" W/ 1,2" DIA. BOLTS _a 12" O.C. p TRASH GRATE - - REMOVABLE ALUM. GRATING McNICHOLS GAL-100A (OR EOUIV.) , 1" HEIGHT W/ 1" X �" BRG. BAR - STANDARD MESH 4" X OVERFLOW ELEV. _79._2_5' TYPE PLUG _ 11:6§------ - ____ ° (31-3" PVC SCREENED I I o 32 LF DUAL 24"RCP PIPE m 1.35% - - - ORIFICES I I N 18.01------------------------------- - - - - - - INV EL 18.65' INV. 17.5 4'PVC TEE 4"PVC STUBBED PERMANENT POOL EL_17.5_ �____-____ _ --- - BOX INV v 7.5' - ---- INTO 17.0'------------------------------- - • °, �o BOTTOM ELEV. 76.5' EL. 16.5' 16.0 - - - - - - - - - - - - - - - - - - - - - - - - " - 9" 6" INSTALL SKIMMER (DETAIL THIS SHEET) AT BEGINNING OF CONSTRUCTION. ONCE SITE 8 _ 9" IS STABILIZED REMOVE SKIMMER d 4"SCREW ON CAP AND REPIACE WITH 4-SCREW ON CAP DRILLED WITH 2 ORIFICE SECTION B-B I I , I , I I , I i , I _ 79.5 164.5 O----------- - - - - - - - - - - - - - - - - - - - - - - - - S6500'0"E-----------�--------------------------------56500'p "E---------�� 7 2 , I � LLI 0 - o� 10 FOREBAY -;FCENTER OF 5' BERM MAIN BASIN Q o __jq ;In N, I In Iz `�� �v\i 1 IE 1 V VI 1 Lr) 1 _ 79.5 I 164.5 _- 'v------------ ----- --------------4-------------------------------- ----------------------------- N65°0'pW FOREBAY AT PERMANENT POOL MAIN BASIN AT PERMANENT POOL LENGTH = 7.85 LENGTH = T.85 0 0 RADIUS = 5.00 RAOIUS = 5.00 CHORD LENGTH = 7.07 CHORD LENGTH = 7.07 CHORD DIRECTION = N20.0'0"W CHORD DIRECTION = S20.0'0"E LENGTH = 7.85 LENGTH = 7.85 0 RADIUS = 5.00 RADIUS = 5.00 CHORD LENGTH = 7.07 CHORD LENGTH = 7.07 CHORD DIRECTION = N70.0'0"E CHORD DIRECTION = S70.O'O"W NOTES: 1. FOREBAY AND MAIN BASIN TO BE CLEANED OUT TO PERMANENT GRADE AT COMPLETION OF - - CONSTRUCTION. 2. .PROVIDE PUMP MECHANISM ON SITE FOR MAINTENANCE - - AND/OR EMERGENCY POND DRAINING. 3. SEE SHEET 6 FOR PLANTING PLAN. 21 ----------------------`----------------------------------------------------------------------.----------------------------- - - - - -- 21 PLANT BERM PER SEEDING 20 ------ - - - _ _ _ _ _ _ _ ------------ -- - - - - -- -`------ ---- - - - - -- SCHEDULE SHEET 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 20 19 - -- - - ------------ ----- ------------- ---------------7EwDBABY3I(>Es&u:E3➢LEL21-id� - 18 - 7a-------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - a -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F,wuENLP LzUL35Q_-- - - - - - - -------- - - - - - 18 18 17 -- - - - - -- -- - ---- - - - - -- -- - - - - -- - - --- - - - - -- 17 FOREBAY---- - - - - -- - - ---------------------------------- -- -- --------- - - - - -- -- -- - -- - -- a o -- - --- - ---------- 16 16 -------- -- - --------------- 14.5-SEQLMEN_T-T_O_U--------- -- - ---- - - - --------------- ------------------ ----------------' ------ - - --------- 15 t5 ---- - - - - - -- - ------EL REMOVED FROM BASIN MAIN BASIN 14 - - - - - - - - - - - -':=?�it`r'i ,ki,.xw rvsc:.-.:.,.:::�;-£;=='cf.'=`i::_=:�r�2`]„ .;xriz... - - - - - - - - - - - - - -- - - ` IX ------ - - - - --- --- 14 13 --- - - - - - - -- - ---------- -- --------- -- - - - - -- --- EL 12.0 SEDIMENT TO BE REMOVED FROM BASIN ,2 - ------- --- - ------------ -------------- - --- --- - ---- - --::. - - - -- - - - -- ,2 „ -- - - - --- -- - ------------------------ - - - - -- --- - - - - - - -- - - - - -- - 11 ----------------------------------- - - - --------- - - - - -- -- 10 ---------------------------------------------------------- - - - - -- -- - -- 9 8 8 5' S' 68' 9' 5' 16.5' 143.5' 7' 5' It 9' POND X-SECTION A -A SCALE: V: 1 "= 4' H: 1"= 20' 21 ----------------- 20 ----------------- 19 --------------- -_ro• ---- 18 � ---- 17 18"MAX CAP WIDTH 16 - DEADMAN AS REOUIRED 15 - ---- VINYL SHEET PILE 14 __-- 13 DEPTH BASED ON STRUCTURAL ' 12 x DETERMINATION BY OTHERS 11 WATER ENTRY UNIT WITH TRASH SCREEN / 10 ORIFICE OPENING INSIDE THE HORIZONTAL TUBE WITH A CONSTANT HYDRAULIC HEAD POND R TAI I \I'� I I \Y WALL FLOAT FLOAT FLOAT PVC VENT PIPE SCALE: NOT TO SCALE REVISIONS: SCH 40 PVC PIPE (BARREL OR ARM) SCHEDULE 40 PVC WATER ENTRY UNIT PIPE (BARREL OR ARM) !, _ �.,; JULL LU14 N& BY DATE ;7 1 6YT 7116114 �V! FLEXIBLE HOSE BY'.5_�_PogoZOS "� 2 GYT 7/O/!4 Sw 1 <f4'CT 9 H FLEXIBLE LE IBLE HOSE DF 4Ra END VIEW ATTACH FLEXIBLE HOSE TO ORIFICE " TEE PER MANUFACTURERS TOP VIEW 4 SKIMMER POND 8 SKIMMER DETAILS RECOMMENDATIONS 2" ORIFICE MIKE TOLER CHRYSL DODGE JEEP RAM FAI R C LO 1T H SKIMMER MOREHEAD CITY, CARTERET COUNTY. NORTH CAROL CLIENT: TGW, LLC DESI SCALE: NOT TO SCALE J. W. FAIRCLOTH & SON INC. MICHAEL W. TOLER R[ WWW.FAIRCLOTHSKIMMER.COM TELEPHONE: (919) 732-1244 - ADDRESS:5369 HIGHWAY 70 WEST D RA W FAX: (919) 732-1266 a�••"""�a MOREHEAD CITY, NC 28557 R[ CHEC 2�' 'L PHONE: 252-247-2003 ��. :'OFESii;o%% 0 Z• 9 . ' i ¢ SEAL 9� STROUD ENGINEERING, P.A. APPF *OVERFLOW DEVICE 20 0 20 ::moo 151A HIGHWAY 24 SHEET #5 OF 7 MOR HEAD CITY, N.C. 28557 DATE PROJECT#:PM1558-8-001 SCALE: 1 - 2 SCALE: �':•• ,; '4,'yp'cNQ�NEEe'• Q,�,' (25 47-7479 LICENSE N0. C-0847 SEE NOTE LE: 1 "= 20' 1��gr envP?,,, -- DESIGN FILE #: PM1558-8'-001/PM1558-8 CONSTRUCTIONAgn - SCAL GIN R .TURNER, P.E. LEGEND WETLANDS PLANTS ® CENTIPEDE SOD 1. TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER AND SHALLOW LAND HERBACEOUS PLANTS (SHALLOW LAND) ..... OCTOBER TO JUNE ZONES PRIOR TO PLACEMENT OF PLANTS. HERBACEOUS PLANTS (SHALLOW WATER) .... APRIL TO JUNE (RECOMMENDED) 2. WET DETENTION BASINS SHOULD INCORPORATE SEVERAL (MINIMUM OF THREE (3) DIVERSE MID-SEPTEMBER TO MID-OCTOBER - SPECIES OF SHALLOW WATER EMERGENT AND SHALLOW LAND HERBACEOUS VEGETATION ON THE GRASSES..............................YEAR ROUND VEGETATED SHELF. 3. SPACING SHOULD BE APPROXIMATELY 24' -36' CENTERS, YIELDING COVERAGE IN APPROXIMATELY PLANTING OUT OF SEASON IS NOT RECOMMENDED. "IF CONSTRUCTION SCHEDULE 1-2 YEARS, RESPECTIVELY. AND PLANTING SCHEDULE DO NOT CORRESPOND, STABILIZE BANKS (UPLAND AREA 4. TURF GRASS SHOULD BE MAINTAINED ON THE TOPS OF BERMS AND ON THE EXTERIOR SLOPES OF AND SHALLOW LAND) WITH APPROPRIATE TEMPORARY COVER CROP AND EROSION CONTAINMENT BERMS. CONTROL MATTING UNTIL APPROPRIATE PLANTING SEASON. SOIL SPECIFICATIONS PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (I.E. MASSES OF A SINGLE SPECIE)WITHIN THEIR RESPECTIVE PLANTING AREA. OVERLAPPING OR WEAVING SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS: OF THE PLANTING AREA EDGES IS RECOMMENDED. 1. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD SI M LAR MATERIAL GREATER THAN 2 INCHES. WITHIN 100 MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED, 2. SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND, PLANTS OF OTHER GENETIC PROVENANCE MAY BE UTILIZED WITH THE APPROVAL OF WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION). 3. A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY THE LOCAL REGULATORY AGENCY. SPECIES AND 5% FOR TURF AREAS. 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE, IRRIGATION MAY BE NECESSARY FOR SHALLOW LAND AND WATER ZONES IF PROLONGED 4. THE PH SHOULD BE BETWEEN IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO DROUGHT DRAWS WATER LEVELS 6' OR MORE BELOW NORMAL POOL DURING THE FIRST LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL SUMMER FOLLOWING PLANT INSTALLATION. PRIOR TO USE. 5. TOPSOIL STOCKPILE LOCATION (IF USING ON -SITE SOILS) OR SOURCE OF TOPSOIL IF DO NOT PLANT CATTAILS. CATTAILS, ALTHOUGH A WETLAND PLANT, PROVIDE A HAVEN IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP FOR MOSOUI TOES AND WILL TAKE OVER AND CROWD OUT OTHER VITAL VEGETATION. FACILITY. PLANTING SPECIFICATIONS: 1. FOR EROSION CONTROL PLANTING AND BANK STABILIZATION ( UPLAND AREA) FOLLOW EROSION CONTROL SEEDING SCHEDULE. 2. UTILIZE A 90-DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS. 3. PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS. THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS. 4. THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSIDER CONSTRUCTION SEQUENCING SO THAT PLANTS CAN BE PLANTED AND THE POND CAN BE BROUGHT ONLINE WITHIN 14 DAYS. 20 10 0 20 40 SCALE: 1 20' "= SHEET #6 OF 7 PROJECT #: PM1558-8-001 DESIGN FILE* PM1558-8-001/PM1558-8 CONSTRUCTION.dgn . -L BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME HERBACEOUS PLANTS HERBACEOUS PLANTS POOL ACORUS SUBCORDATUM SWEETFLAG ASCLEPIAS INCARNATA SWAMP MILKWEED ALISMA SUBCORDATUM WATER PLANTAIN CAREX TENERA QUILL SEDGE HYDROLEA OUADRIVALVIS WATERPOD CHELONE GLABRA WHITE TURTLEHEAD IRIS VI RGI NI CA BLUE FLAG IRIS EUPATORIADELPHUS DUBIUS DWARF JOE PYE WEED JUNCUS EFFUSUS VAR. PYLAEI OR SOLUTUS SOFT RUSH EUPATORIADELPHUS FISTULOSUS JOE PYE WEED LUDWIGIA SPP. PRIMROSE WILLOW EUPATORIADELPHUS MACULATUS SPOTTED TRUMPETWEED PELTANDRA VIRGINICA ARROW ARUM HIBISCUS COCCINEUS SCARLET ROSE MALLOW PONTEDERIA CORDATA PICKERELWEED HIBISCUS LAEVIS HALBERDLEAF ROSEMALLOW SAGITTARIA LATIFOLIA DUCK POTATO KOSTELETZKYA VI RGI NI CA SEASHORE MALLOW SAGITTARIA LANCIFOLIA BULLTONGUE LOBELIA CARDINALIS CARDINAL FLOWER SAURURUS CERNUUS LIZARD'S TAIL LOBELIA ELONGATA LONGLEAF LOBELIA SCHOENOPLECTUS TABERNAEMONTANI SOFT STEM BULRUSH LOBELIA SIPHI LITICA GREAT BLUE LOBELIA SCHOENOPLECTUS AMERICANUS THREE -SQUARE BULRUSH RHYNCHOSPORA COLORATA STARRUSH WHITETOP SCHOENOPLECTUS PUNGENS VAR. PUNGENS SACCHARUM BALDWINII NARROW PLUMEGRASS SCIRPUS CYPERINUS WOOLGRASS ZIZANIOPSIS MILIACEA GIANT CUTGRASS VEGETATION SCHEDULE SO FT IN PLANT ' PLANTS OF WETLAND AREA WETLAND CATEGORY CATEGORY IN AREA WETLAND AREA WETLANDS PLANTS 3917 1 HERBACEOUS PLANTS 980 PLANT REQUIREMENTS: 1. SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE. 2. A MINIMUM OF THREE (3) DIVERSE SPECIES OF SHALLOW WATER EMERGENT AND SHALLOW LAND HERBACEOUS VEGETATION. 3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL PLANTS THAT DO NOT SURVIVE MUST BE REPLACED. 4. THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES. FERTILIZERS, PESTICIDES, OR SOIL AMENDMENTS AT ANY TIME BEFORE, DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND IRRIGATION. 5. PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR LOCAL SOURCE TO ENSURE SURVIVABILITY. WET DETENTION PON[ MIKE 1 DOE MOREHEAD C1T CLIENT: TGW. LLi MICHAEL ADDRESS:5369 HII MOREHEAI PHONE: 252-247 3 STROUD EN( 161A HIGHWAY E MOREHEAD CITY. ( 2) 247, 7479 GI ER Y. N64044'07"W105.15 (DEED) N/F TYSON AND HINES INVESTMENTS. LLC DB 1211 PG 7B TPN 635606480695 671.69 (DEED) EIR n r r r r r r r r r r r r r r r r SOUTHWEST CORNER LOT 5 EXSSNIH SEE DB.942 PG.434 RIM=18.91 INV.OUTUT= 9.76 SHEET #1 OF 7 PROJECT #: PM1558-8--001 DESIGN FILE #: PM1558-8-001HPM1558-8_CONSTRUCTION.dgn N/F PARK VILLAS HOLDINGS.LLC DB 1294 PG 152 TPN 635606494185 ZONING PD v—\—EXSSMH W/VENT PIPE RIM= 19.14 INVERTS = 9.04 BENCH ELV.= 9.6 U.S. HIGHWAY 70 178' PUBLIC FW • 15 • 30 .• • EOP PARK VILLAS HOLDINGS.LLC DB 1294 PC 152 TPN 635606487847 MB 10T PGS 446-449 ZONING PD 12"PVC = FLOW T19.52 TS = 7.99(WEST INVERT = 8.92(NORT INVERT = 8.02(SOUT BENCH ELV.= 8.8 i 1 1 1 I 1 3 I 9.73 10.2 ! 1 1 1 I 1 1 1 1 I I I 1 I 1 1 1 1 I 1 1 1 1 1 I I 1 19 i I I 1 I I I 1 1 1 1 � 1 I 1 1 1 1 — EPK AT CENTERLINE INTERSECTION OLD P AND BROOKS AVE. 97 BENCHMARK ELEVATI VERTICAL DATUM BY N45"46'20"E 117.12 TIE LINE LEGEND AC - ACRE LF - LINEAR FEET BLDG - BUILDING MAX - MAXIMUM BRG - BEARING MBL - MINIMUM BUILDING LINE CF - CUBIC FEET MH - MANHOLE CL - CENTERLINE MIN - MINIMUM DR - DRIVE N/F - NOW OR FORMERLY DI - DROP INLET NTS - NOT TO SCALE DIP - DUCTILE IRON PIPE O.C. - ON CENTER EL - ELEVATION R - RADIUS EIR - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE EDP - EDGE OF PAVEMENT R/W - RIGHT-OF-WAY EX - EXISTING SDMH - STORMDRAIN MANHOLE FE - FINISHED ELEVATION SH - SHEET FES - FLARED END SECTION SIR - SET IRON ROD FF - FINISHED FLOOR STA - STATION FT - FEET TC - TOP OF CURB GV - GATE VALVE TSw - TOP OF SIDEWALK INV - INVERT TYP - TYPICAL JB - JUNCTION BOX SILT FENCE STORMWATER/DRAINAGE HANDICAP SPACE EASEMENT WETLANDS CONCRETE iAP P R©v E D '. FILLED WETLANDS i NORTH CAROLINA ENVIRONMENT. i MANAGEMENT COMMISSION DIVISION OF WATER QUALITY f AUG 0 1 2012 _L____-___--------_— R/W V :3Y:._..__ CONDIT N PL REVISIONS: No. BY DATE DESCR/PT/ON MIKE TOLER CHRYSLER DODGE JEEP RAM MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA CLIENT:TGW. LLC DESIGNED: MICHAEL W. TOLER RDC/DG/GYT ADDRESS:5369 HIGHWAY 70 WEST DRAWN: MOREHEAD CITY. NC 28557 RDC/DG/GYT PHONE: 252-247-2003 CHECKED: RDC SEAL STROUD ENGINEERING, P.A. APPROVED: 13343 o�4Ir 151A HIGHWAY 24 RDC 590,1,'•;ciyGlN��ce:•Q.j•,�• MOREHEAD CITY, N.C. 28557 DATE: '•. 9(n' ,p 247-7479 LICENSE N C-0647 7/23/12 ""nnuna•� 1�i�2_ SCALE: ONALD D. C LI HER P. 1 "= 30' 1 _ _ JOINT SEALER R 1j8. --1 L� V r JOINT FILLER ° TRANSVERSE EXPANSION JOINT IN SIDI SCALE: NOT TO SCALE NOTE: A' EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS. A I•Z' EXPANSION JOINT SHALL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 1,8. . R—t l • • A • • • • A , • -t GROOVED JOINT IN SIDEWALK SCALE: NOT TO SCALE NOTE: A GROOVED JOINT 1" DEEP WITH ',a" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS N/F PARK VILLAS HOLDINGS.LLC DB 1294 PG 152 TPN 635606494185 ZONING PD EIR INSTALL ONLY AT VAN Ln ACCESSIBLE HANDICAP ACCEttItLE 0 Z SPACES M N n Ln S64°52'09"E 373.m 64 2 " 5. 1 PARKING (R7-8o)—► ❑ �G m 78 GUAGE GALVANIZED .. SHEET METAL SIGN TR r � T a r N f° t1AXIYUY o _ PENALTY R7-8D wz •Xf0 2 x z ¢ \I/ 2" STEEL TUBE POST N w-- PAINT FLAT BLACK. I"1 �=0 2 Coals. N S417, uQ w B 29' f FINISHED GRADE 0 1Cn 49. 9 J oz ° o WETLANDS 0� _ of oo I I SET POST IN ° m w 12" DIA. X 12" DEEP O'1 `l o w CONCRETE FOOTING Z CP 37 HANDICAP SIGN 564049'26"E SCALE: NOT TO SCALE---- ------------- r---------------------- 252.66 TRANS CURB CURB 1 S_ 109.7 I 2 w j SERVICE 3 u ENTRANCE TYPICAL SIDEWALK DETAIL PROPOSED BULKHEAD uj< _; 0SECTION A —A 4 M g gw oI„M,'� SERVICE SCALE: NOT TO SCALE N64" 44' 07 "W 105.15 ( DEED ) wa No ENTRANCE EIR S64049'29"E 105.02 (FIELD) EIR 6 ro ,N„I SERVICE -- ---- - - - --- - - -- ---- — --- r ENTRANCE VARIABLE 5'-15' PLANTING STRIP 6'-0" 4'-0' 6'-0" EXPANSION JOINT • w ACK OF RAM Co. ! a._n 1:12 SLOPE (MAX) Q I GUTTER_ — _ _ 2 " _ _ _ "^ FRONT ELEVATION oWr 51 PLAN zN N/F O z TYSON AND HINES zn : INVESTMENTS. LLC DB 1211 PG 79 1•4" PER FT. SLOPE a a TPN 6356064OD695 GENERAL NOTES: �' --�-- 1.ENGINEER MAY SPECIFY LOCATION. 2.RAMP TO ALIGN WITH EXISTING OR a a a PROPOSED WALKS. 3.GRADE CHANGES FROM SIDEWALK TO RAMP TO BE A MAXIMUM OF 1:12. SECTION A -A 4. DINSCASES WHERE THEERNED 5'-0"BLENGTHE OF RAMP CAN BE ACHIVED. KEEP BACK OF WALK ON UNIFORM GRACE. HANDICAP RAMP SCALE: NOT TO SCALE N=2 5'- 30' 1 CHAMFERED EDGE 1% MIN 4" SLOPE VARIES a �— 2" SF9.5A 3000 PSI CONCRETE D 8" CABC TYPICAL SIDEWALK SECTION SCALE: NOT TO SCALE *NOTE; 2% MIN CROSS SLOPE ALL SIDEWALKS 671.69 .An'oc w C71 rA EIR SOUTHWEST CORNER LOT 5 SEE DB.942 PG.434 SHEET #2 OF 7 PROJECT #: PM1558-8-001 DESIGN FILE #: PM1558-8-001//PM1558-8—CONSTRUCTION.dgn c v) 7 0 j UTILITIES e -i 8 OIL TANKS -- --- --- - - - --- —--------- 186 185 564.49'26"E 564.49'26"E -- 'I' t--------60--------T---------60 t 9 183-_ - ----.- ___-- ----- m 9-10 HANDICAP SIGN tat 155 154 128 127 ----- ----- --------------- r�?-1t g 0 PROPOSED 181 156 1 153 129 1 126 o BLDG 180 157 1 152 130 1 125 - HANDICAP SIGN ----------4- - --- -----1-----m 9-12 w 179 158 151 131 11 124 73 --- ----- ;I-----4---------- i - - - -- 31 178 Q' 159 150 3 132 1 123 177 160 1 149 01^ 133 1 122 01Q Z 176 Ni^ 161 1 148 N ' 134 121 N ° ----- ----- ----- "I -- - - - t- - - -- I , M 18' 12' 12' 18' 1 18' 12' 12' 18' 1 18' 12' t 3' a a• ° . - Ih - --- - --3- - - - -A°M a DISPLAY - n•o - ° ODISPLAY4..�Mp ° 0 174 16146 136 1 119 — — — — —— 173 164 1 145 137 1 118 138 172 165 144 1 117 171 166 143 139 116 L-16 167 1 142 140 1 115 Q _____-__________1_____�% 168 i 141 T - _ PROPOSED_20-F.T WIDE �14W _ _ACCESS EASEMENT N/F PARK VILLAS HOLDINGS.LLC 081294 PGI52 TPN 635606487847 MB 10T PGS 446-449 ZONING PD STORMWATER EASEMENT 1 36 51 43' 4- 35 52 N58° t6'20 34 53 t 33 54 32 55 I I 18"STANDARD — CURB I - 31 I _ 40.0 30 31 29 Pln - MIS qS. SERVICE 28 PjN DROPOFF 27 I Ph I ISA. 60 61 62 63 26 1 64 I �- 25 65 66 67 I 68 69 CAR TRAILER, SEMI -- TRUCK UNLOADING AREA j s.7o FOR NEW CAR INVENTORY I 1 I 1 i o 1 � I - wlI - o 1 QIM I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I M M VIA w 831 84 85 86 87 90 91 m 93 94 951I 96 97 98 99 I I 102 It 07 I 1108 1110 1111 1112 1173 1174 I MI Z1 1 1 1 1 188 I 189 1 1 1 � 1 1 1 1 1 1 1100 1101 I 1103 1104 1105 1106 I 1 1 1109 1 M im - o AI TQMpB_ILI --I---i1DISPLAY�- -- --I-----�- --I----- -- --I-------F-----i--i---i-- ---I-----�90 Sn1PDL9YLE- -- --�--- �} 0 I I 821 81 1 80 ui 1 79 178 1 77 1 76 1 75 74 1 73 72 1 71 I' r° I I I 1 69 68 I 167 166 I I I I11I 1 65 1 64 163 1 62 161 I I I I I 60 1 59 58 1 57 156 55 I I I I I I I I 1 54 153 1 52 1 51 50 49 48 1 1 Z I I I I 1 I I I I I I I I I I I I I I I I I I I I f I I I I 1 I I I I I I I I I I I I I I I I I I i � � N I S6449 _•'26"E ----- ----� - ---------------------------- -------------- S6_4.49'26"E ---- — ------------------1 45 iv 320.29 II1 II1 II1 II1 II1 II1 II1 II II II1 II1 II1 II II1 IIII II1 II II1 9 III II1 II 5 II II1II1 II1 II1 III II1 II II 2 3 4 5 6 7 8 9 I10 11 12 13 �1 14 15 16 �^ tII1 18 19 I20 21 II1 122 23 24 Ir5C2 1 61 27 28 29 PROPOSED 36II 34 II1 35 III 30 32III 31 33 137 II I 38 I 39 _I A IR SIGN 150.OiY 10 WA Yo " D WAL K° ; 26,7; 2 A U.S. HIGHWAY 70 178' PUBLIC R/W • 15 • 30 .• t EOP R 5' 47 46 45 - 44 43 42 41 40 a F 0 M v v V) O w � I I t El 1 � 1 1 a t000 � w I 00 t\ In I 1 1 i 1 i I . i v M o N I 1 EPK AT CENTERLINE 3 I INTERSECTION OLD 0 AND BROOKS AVE. V BENCHMARK ELEVATI h I VERTICAL DATUM BY v i vM o' ! I N45046'20"E 1 117.12 TIE LINE I i I I 1 1 1 I I �i 1 1 1 1 i i I 1 i i 1 I 1 1 1 1 1 SITE DATA TRACT AREA = 297839.14SF 16.837AC) ZONE = CH REQUIRED PARKING SPACES: 1 SPACE/450 SF SPECIAL RETAIL SPACE AUTOMOBILE RETAIL SPACE = 9.240 SF PARKING REQUIRED = 21 SPACES REPAIR GARAGE = 3 SPACES EACH BAY PLUS 1 SPACE FOR EVERY 2 EMPLOYEES NUMBER OF BAYS = 11 NUMBER OF SERVICE DEPARTMENT EMPLOYEES = 20 PARKING REQUIRED = 43 SPACES TOTAL REDID = 64 SPACES PROPOSED PARKING SPACES STANDARD = 6T SPACES HANDICAP = 3 (2-VAN ACCESSIBLE) TOTAL = 70 SPACES PROPERTY LIES WITHIN A FLOOD ZONE X. WITHIN THE TOWN OF MOREHEAD CITY, COMMUNITY NUMBER 370048. PER FEDERAL INSURANCE RATE MAP NUMBER 3720635600J. WITH AN EFFECTIVE DATE OF JULY 16,2003. KEYSTONE RETAINING WALL SCALE: NOT TO SCALE STRUCTURAL DESIGN BY OTHERS R I' 6" 12„ R 3" Fo..o, R3„ 12" 3000 PSI CONCRETE 18" SPILL CURB AND GUTTER SCALE: NOT TO SCALE RIP 6 12" R 3" 6.. ° R 3" q I,B, 6„ o 71.Z, 78"+i 3000 PSI CONCRETE 18" STANDARD CURB AND GUTTER SCALE: NOT TO SCALE *SEE PLAN FOR LOCATIONS LEGEND AC - ACRE LF - LINEAR FEET BLDG - BUILDING MAX - MAXIMUM BRG - BEARING MBL - MINIMUM BUILDING LINE CF - CUBIC FEET MH - MANHOLE CL - CENTERLINE MIN - MINIMUM DR - DRIVE N/F - NOW OR FORMERLY Of - DROP INLET NTS - NOT TO SCALE DIP - DUCTILE IRON PIPE O.C. - ON CENTER EL - ELEVATION R - RADIUS EIR - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE EDP - EDGE OF PAVEMENT R/W - RIGHT-OF-WAY EX - EXISTING SOMH - STORMORAIN MANHOLE FE - FINISHED ELEVATION SH - SHEET FES - FLARED END SECTION SIR - SET IRON ROD FF - FINISHED FLOOR STA - STATION FT - FEET TC - TOP OF CURB GV - GATE VALVE TSW - TOP OF SIDEWALK INV - INVERT TYP - TYPICAL JB - JUNCTION BOX —x— SILT FENCE STORMWATER/DRAINAGE HANDICAP SPACE EASEMENT WETLANDS CONCRETE ROCK DOUGHNUT 0 FILLED WETLANDS I i REVISIONS: 1 EGEIVE "a DATE _ I GYT 8/2112 IR L _____-_- _---_-_- R/W AUG 0 3 2012 N •-1 STRENGTH FABRIC WITH WIRE FENCE 6'MA EXTRA STRENGTH FABRIC SITL FENCE. 1 DISTURB TYPICALWITHOUT WIRE FENCE LAN iiiii STEEL 1FILTER FABRIC G 41y. iE're e°'seeI. 114. r - i112�.i.. 's.. eeee» iiiee - - :1 eeeee eea re: 1 iiiii � • � i' I ...•as ...................... i� D.......... 9?iiDiiiBiE Hill ............ IsNATURAL IN iiiii::GROUNDI ' iiiii "i'iiiii iiiii • • 1. o• .� 1 iil 5i'i iU.N. I°i 1 v { ..... ..i.i iiie' . • • . \ ,.q., I r iiiii •`.eeiiiii� iii7e7iiiiii':: � � • S � 1 / •1 • 1 e1eS Ceei'iiiiiiiii •�ieiiliei^eCii...................i...........�.. � - 1 1ICH bUl II INL "IS 1ii..'ii.i"^ S''is NATURAl' i ••:S:S:S ••70..00 GROUND:'.�ISii '.iiii LSII i:t'iiiili'. . iiiii i7:iiii� iiiiiiii::...iS..�.: � ECif 111iiiiiiii i'SeSSSO'::iiiiiiI,•+1���'� :, ,: •,CLASS 8 1 I 2-INCH WASHED S (6' THICK) EX. EDGE OF PAVEMENT STONE CONSTRUCTION ENTRANCE SCALE: NOT TO SCALE 11 24' i FABRIC ' CROSS SECTION VIEW10 i _ I I 1 �1 �I11 1/ 1 STORMWATER DATA T z I,I�� Ili i I i INSTALLATION NOTES: / 14 13 , , IIfIfIIIII � I i 15 r ��\`�--------' I x' Il1 AND S, 5A BANCE N 1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY. + 16 , 2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS. `� 17 / II JI f -ITS, SA I D 3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO THE FABRIC. ENABLING POSTS - - - •17.5 - - - - I I ' TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE. �� ��• x ,� 1 II ) I E 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. �� r9\ 19 20 I; ll�rljlp / 5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY )III / 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO INV 1T. / _� `x� /x \I rlilrlr HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. ` r � ' 1 21.5 Ills illy I I N 6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. ��j ���R11Y�, 17' E 6 P2 I1 / 7. NO MORE THAN 24 INCHES OF A 36 [NCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. 1_ �T� _ 8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION. •5 )III)III' J 9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE SIG, I { 23 - ( P �IG 1 II EX. 5'i5.9 FRONT WHEEL OF THE TRACTOR. SKID STEER. OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE • _ 1 hl l�lll ' I W NV 5.83 FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS. ' ' INSTALL EXCELSIOR _ _ �_ INSTALLEROSIO CONTROL BLANKET - - G ATE 21.80 pj!!I LOW ON TOP AND NON SIDE SEED PER SEEDING �� x~_ ��-��! >r���. �J4V--1T�45--- "' r I I OF DIKE SCHEDULE. THIS SHEET I� >. N , �� 1 EXTE EX. l2 , N P 15' CP ILF P SILT FENCE. SEE EL VARIES 1 _ _ '?I1?E _.U- _ __---_-___--- -_-__� -N ____ N. , it II SLOPE VARIES THIS SHEET MIN 3. FILL MATERIAL 1 r� 2 / I 1nl a p)I'll ql 1 TEMPORARY 1 (*INSTALL FILL IN: LIFTS) r 23'•FO' 9 0�',62 i• DIKE VARIES k[ry _ EX. EL. VARIES 1.5'-4.5'.. � A r __ - �� 22, 22 I� FEj�-- • NV 7.8• INV t7. IS S 22.15 X.FE 19.11 -7 'O i `L\ I' ry rr a INSTALL STON( CONSTRUCTION �• ti ,' I `� - �j ENT ANCE PER DETAIL THIS (NOT Sh0 WN FOR CLARITY) ^i r r SHE T (0 I 1 NOTE: ONCE AREA FILLED IS STABILIZED, TOP OF DIKE TO PROPOSED DIKE. 2 N i' r' BE GRADED TO FINISHED GRADES SHOWN ON PLANS WHERE NECESSARY SEE DETAIL THIS N U; I Ir I SHEET (9( 77 A 1� A TEMPORARY DIKE SECTION A --A �, �x �FF 23.50 ill / / ,; ° N cR{N ;'i: a` ,�' i� ; SCALE: NOT TO SCALE I �S IL( `�, 1 l - p YII'lll, CL \ II c� I `a\ 1 al N� IN (C� \Pill ,;�I;I, / ---------------- MAINTENANCE PLAN i q \ 1 - cT� ` \_�_ ___ `>r- - ---\=i a mllj�li�l ra ICJ I CI '. Tr 1.A EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED LL E PIPE DITCH BY - •S /' 6/\ 9` �6/�� \S•g ' '±II io FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF EXTENDING DUAL I rrl .1, 1 )III PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND 15wCPP 28111 y 'l \II j1 22 REQUIRED I FUNCTIONS INDICATED ON THE PLAN. �� I - -- ----- - - - -- - - S _ <_\_� ' r / ,� I \ ��I O 2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING E%.15"CPP '� ` 'g'j'• '� -- ( -:' I �- N N i x Illlrlrll U WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE TO MAINTAIN BARRIER. N INV 17.99 NV ����ItDING )DRAIN 1' i -- REPLACED OR REPAIRED AS NECESSARY s INV 18. 04 ixl I -- PI 10 1 - FF 0 //y�y��1 I I l )I I� W a - RACT AREA = 6.84 AC (297.833.76 SFI RAINAGE AREA = 181,500 SF(4.167 AC) XISTING IMPERVIOUS (TO BE REMOVED) BUILDINGS = 11.085 SF SIDEWALKS = 842 SF PARKING = 27.697 SF TOTAL = 39,624 SF (0.91 AC) ROPOSED IMPERVIOUS BUILDING = 20,242 SF PARKING = 121.584 SF SIDEWALK = 4.367 SF FUTURE = 8.082 SF TOTAL = 154.275 SF 13.54 ACI ROPOSED Y. IMPERVIOUS = 85X PIPING SCHEDULE AME ERSLOPE 1 12 HOPE 102 0.20% 2 15" HOPE 212 0.25% 3 18' HOPE 88 0.20% 4 12" HOPE 74 0.60% 5 DUAL 1B" HDPE 106 0.20% 6 D A 8 1' HDPE 86 0.30% 7 DUAL 18 HDPE 76 0.30% 8 12' HDPE 124 0.20% 9 12" HDPE 66 0.157. 10 12 HOPE 57 0.307. 11 12" HOPE 80 0.15% 12 15" HDPE 57 0.6¢X' 13 4 HOPE 118 0.305: 14 24 ' HDPE 134 0. 35% 15 30 HDP 42 0.20X 16 30" HDPE 132 0.15% 17 36" HDPE 84 0.20% 18 36 HOPE 16 0. 207. 19 IDUAL18"HDPE 48 1 1 CONSTRUCTION SEQUENCE 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS. 3. MUCK AND FILL EXISTING POND TO SURROUNDING GRADE ELEVATION ONCE ALL EXISTING IMPERVIOUS HAS BEEN REMOVED FROM THE SITE. 4. COMPLETE CLEARING & GRUBBING OPERATIONS. 5. EXCAVATE, ROUGH GRADE. AND TEMPORARILY SEED STORMWATER DETENTION BASIN. 6. CONSTRUCT RETAINING WALLS WHERE SHOWN. 7. CONSTRUCT A DIKE AROUND THE PERIMETER OF THE PARKING AREA TO PREVENT SEDIMENT FROM LEAVING THE SITE. TEMPORARILY SEED DIKE WITHIN 7 DAYS. 8. FILL AND ROUGH GRADE PARKING AREA. INSTALL DROP INLETS AND STORM DRAIN PIPING INCLUDING SEDIMENTATION CONTROL MEASURES, 9. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 14 DAYS OF LAND DISTURBANCE. 10. BEGIN PREPARATION OF BUILDING SITES. 11. INSTALL UTILITIES. 12. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE. 13. CONSTRUCT BUILDING. 14. PAVE DRIVE AND PARKING AREA. 15. PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED AREAS. 16. ONCE THE SITE IS STABILIZED REMOVE ACCUMULATED SEDIMENT AND SKIMMER FROM STORMWATER DETENTION BASIN. INSTALL NEW 4" SCREW CAP DRILLED WITH 2" ORIFICE TO THE ORIFICE OUTLET. PERFORM FINAL GRADING OF BASIN. 17. INSTALL WET DETENTION BASIN VEGETATION AS SPECIFIED ON POND LANDSCAPING PLAN. 18. REMOVE TEMPORARY EROSION CONTROL MEASURES. ROCK DOUGHNUT M N 3. ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED TEMPORARY INLET AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO EX.15"CPP 21.9 2/ 2 0 •5 ''� 23.5 �n Ir l- o PROTECTION, T P o NCOOW v5 OR N INV 18.03 N --5- O 1 / _-n ` �IIiI� U "' NCDOT its OR Y n57 ASH TONE ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER. S INV t8.O7 I II �S�\ 1�II I- '1 CLASS B RIP RAP' CLASS B RIP RAP (12"MIN THICK) _ N' N a u57 WASH STONE M N NOTES N N I O 12"MIN THICK) o lN1il8. ---------- ,L ��(�`�J�-V-Ivy \ ` �� � I N N Irllllr� r Q O I LAND DISTURBANCE illlr lrr LL. CO 1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY: LIMITS. 5AC *o. 1 tiu � ' / 0 11 N A E 2 5 * illlrl i M& N ENTERPRISES. LLC ? 1 u I LI M ) I I I \�'/ M NV 17. 6 fill, fill O I FF 23.50 • rllm c 1 123 NINE J DRIVE 1. NT II [� N I I I\ \`6 '. 2 \\r I 11"io C 1 4"MINIMUM t_ x pl INSTALL REGULAR FLOW SILT SACK NE WPORT. NC 28570 1 l75 I �,�-� CIA lu III SEDIMENT TRAP AS MANUFACTURED E <^XFj E II I l Ir plr I THICKNESS (2521 223-2229 SITE. FENCE. In ,00 �2.3 .00 I II I a ,' ` TYPICAL I n d O. II o I ' r J I ° ' a III I N O BY ACF ENVIRONMENTAL (OR APPROVED EQUAL 1 2. BORROW ACTIVITY TO BE OBTAINED FROM A PERMITTED MINE. ! 1° T II II i SACK TO BE MAINTAINED AND REMAIN r I ° r 1 23. N plln IS COMPLETED. O rr PRO USED DIKl3. IN PLACE UNTIL ASPHALT PAVEMENT DETAIL T71S 1 • 2•I° 22. 75 I SHE T i PIPE DITCH BY li E I S P°r C SEEDING SCHEDULE EXTENDING DUAL 2.0 c . I° P 15'CPP 96LF A E I i ° a `1 1 ° I'm , w °a ° yl 9 _ • Ir l I i II ° °,° 1 r • fI IN 18.77 v ° 225 ---- II Ir 1 ROCK DOUGHNUT TEMPORARY INLET PROTECTION SEED BED PREPARATION I li ti`L' A I I 1 2.m e, SIN LIME---------------------------- 2 TONS/AC II INV 18.60 I I 83 22.83 1 1 T (- II SCALE: NOT TO SCALE 10-10-10------------------------- 1.000 LBS/AC II II I INSTALL E CONSTRUCTION II, I � 11 �11 II m � _ " I 11 22.25 �� ,I mt ENTRANCE PE DETAIL THIS SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED II 1 II I, - _% I A 1 p II I SHEET (NOT 1HOWN FOR CLARITY) EX.15"CPP IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED N IN 18.30 I1 I' h a�1 11 1jl I I I 1 1 6 NV 18 0 EXTEND EX. NENAH R-3246-A EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE S INV 18.36 P ,y. 'o 1 pII II 2 ��,65 ZZ•. 0 _ PE , -1 0 II r 15' RCP 56LF FRAME. GRATE & CURB BOX TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY EX.15"CPP '� `L 1 )III 11 �•0 t ! 22' - DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER S INV 18. 78 I I p _ I - - - _ 2) II r ! FRAMEHANDPGRATE820R (OR APPROVED EQUAL) THAN 3:1 ON THE CONTOUR BEFORE SEEDING. __ -_ ___ I I 1�-� r -� $Z•20 2� ` 'no y2 t�3� ! APPROVED EQUAL PIPE DITCH BY z1 m 25 1 O w o N EXTENDING DUAL 11 mnr 4 TEMPORARY SEEDING MIXTURE 15'CPP 7LF L ! _ 1�1 --( I b lyV. t8.52 'I 1 (D MR R 1 -APRIL 151 NXINV 18P44 4 ?• I 1 / 1 Z -l--� _-1IP E 2 I 1 1 V 1 .8 • 1 \, ti RYE (GRAIN)---------------------- 120 LBS/AC _ - 22.15 I 0 I S INV 18.20 , .63 T ,In o J 12 Z� I I I jI% KOBE LESPEDEZA (SCARIFIED)---50 LBS/AC ` _ 22.41 II -- (OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT XFE _ o 11 I `� % �-J�r �z. jEX. 15"RCP EX.15"CPP 1 q 22.5 22_ 11 �� ��"� J I �1 / J �S ,,�•� INV 16 29 1 = ¢ w� TO EXTEND BEYOND JUNEI N INV 18.32 N I ?S -�1 I I ���`-____.i'/J l �.�/ /� l C M I / •2�S INV t6.20 i a a w ( APRIL 15 -AUGUST 15) S INV 18.18 1 -� `� `6\ B: _ -�� / .L,/ / / bri,/ri I LL J h i HMET a GERMAN MILLET--------------- 40 LBS/AC ti ) /l riiir ` I r w RI RI _ HOPE HDPE � 1 _ S•61___-� / / / p m O' ' VARIESR � = IAMETE w IAMETE � (AUGUST 15- DECEMBER 30) I �IN �' ' ! �or 1 N N - v 1 0 ` h XFE � XFE / ��' XFE / / / � SITE. FENCE. \ rir I E � i1.� TYFPICAL w RYE (GRAIN) --------------------- 25 LBS/AC PIPE DITCH BY \ `7 I�� 22 22 22.30 i / _�22.71 / l l %�ri1p, 2,2:� 11 I 0- (IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYON JUNE 15, EXTENDING DUAL II I ) ti I '$ , / o/, / / pe `o OVERSEED WITH 50LB/AC KOBE.) 15=CPP 191E g / / ,�.5 I L�r � i 1 i 1 PERMANENT SEEDING MIXTURE 22 2 p E%. 15"CPP _ A I A PROPO ED DIKE / r 1 . $$ A p TALL FESCUE---------------------- 60 LBS/AC N INV 18.62 INV 19.0 PIPE 1 INV/t8.T9 SEE/D,ETAIL TH)�S /r' \ >� NV 18. NNv� if I DROP INLET PENSACOLA BAHIAGRASS----------- - 50 LBS/AC S INV 18.T9 SH Ed PIPE 2 2 N o, N SCALE. NOT TO S _-_ TE SERICEA LESPEDEZA---------------- 30 LBS/AC EX.15"CPP o+l I GALE CATCH BAS I N N INV 18.TD- N 22.30 2 .e41--- KOBE LESPEDEZA-------------- - 10 LBS/AC S INV 16.91 � 1111 _ -- -- - I, h ti 1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED I, ,L2.2 \ \ ,`� J / r•a _- 2•S �• INCREASE KOBE 2. ON POORLY DRAINED SITES OMIT SERICEA AND it g �2•/ 1 ! S 1 MAXIMUM PIPE DIAMETER DIMENSION 'l 36"WALL 48"WALL GO -WALL 3'-6" 18" 18" 18" 4'-6" 24" 30" 30" OR DUAL 18" SCALE: NOT TO SCALE REVISIONS: Na BY DATE DESCRIPTION TO 30 LBS/AC 3. WHERE A NEAT APPEARANCE IS DESIERED. OMIT SERICEA AND INCREASE KOBE TO 40 LBS/AC, 4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET OR 15 LB/AC SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15. ADD 25 LB/AC RYE (GRAIN). , _ ZZ / - _ _•_ _ •- ��\�--_____ 2'D ---- __-- ", ------- '• `'iL x 21_Os-�- x x Sf -a[-' x x - _-� - - - - - - - - - - `/ - - - --- _ __ _ _ _ __ __ ___-___tg__-__ - _ 22.0 x -� x / x x x x x 21 O x -' - ° - A'•' ------- __ _ -/9\ 1 7 •e� 1 \ x x 1 5 L---------_-___--_----- \ ECEIVE AUG 03 2012 I GYT B/2/l2 LO COMMENTS PERMANENT SEEDING MIXTURE ISWALES & DITCHES) ---- _ ---- - -------- - - - - �4 ___--------------- - -_----_____.-----------61--- COMMON BERMUDAGRASS-------------- 80 LBS/AC _______--=====5 __-_____-_-_____----_ -- MULCHING --- ------- `-61- - -- 5 6(------------------� -- EDP--- $TRAW(WHEAT, OATS. BARLEY. RYE )----- 1-2 TONS/AC (AFTER SEEDING) & UNWEATHERED) LEGEND U.S. HIGHWAY 70 (STRAW QUALITY SHALL BE DRY. UNCHOPPED ASPHALT TACK -------------------- 200 GAL./TON OF MULCH AC BLDG - ACRE - BUILDING LF - MAX - LINEAR FEET MAXIMUM - x - SILT FENCE HANDICAP SPACE -1 p 7U ' P U B LIC WW 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.OR BRG - BEARING MBL - MINIM BUILDING LINE MU F71 STORMWATER/DRAINAGE 1 A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED CIF - CUBIC FEET MH - MANHOLE EASEMENT AS A MULCH ANCHORING TOOL. CL - CENTERL IE MIN - MINIMUM WETLANDS 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF THE HIGHEST DEPTH OF FLOW OR DI - DRIVE - DROP INLET N/F - NTS - NOW OR FORMERLY NOT TO SCALE ROCK DOUGHNUT CONCRETE 0 SWALES & DITCHES. THE LINING SHALL EXTEND ABOVE DIP - DUCTILE IRON PIPE O.C. - ON CENTER WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW EL - ELEVATION R - RADIUS AS PREVIOUSLY INSTRUCTED. EIR - EX. %. IR IRON ROp RCP - REINFORCED CONCRETE PIPE FILLED WETLANDS MAINTENANCE EOP - EDGE OF PAVEMENT R/W - RIGHT-OF-WAY EX EXISTING Still - STORMDRAIN MANHOLE IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND YEAR FE _ FINISHED ELEVATION SH - SHEET WITH 500 Ill 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FES - FLARED END SECTION SIR - SET IRON ROD FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. FF - FINISHEDFLOOR STA - STATION FT GV - FEET - GATE VALiE TC TSW - TOP OF CURB - TOP OF SIDEWALK 30 15 0 30 60 SHEET #4 OF 7 INV - INVERT TYP - TYPICAL J8 - JUNCTION BOX PROJECT#: PM1558-8-001 SCALE: 1 "= 30' DESIGN FILE #: PM1558-8-001//PM1558-8_CONSTRUCTIONAgn GRADING. EROSION'VOQTRO -& STORMWATER PLAN MIKE TOLER CHRYSLER DODGE JEEP RAM MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA CLIENT:TGW, LLC DESIGNED: MICHAEL W. TOLER RDC/DG/GYT DRAWN: ADDRESS:5369 HIGHWAY 70 WEST A,, O •. MOREHEAD CITY, NC 28557 RDC/DG/GYT CHECKED: r Q'CN aFEssioti;'yy•., PHONE: 252-247-2003 RDC * I sEAL * A STROUD ENGINEERING, P.A. APPROVED: 13343 9': Q� ��' R D C 151A HIGHWAY 24 DATE: 0 4) P'� MOREHEAD CITY, N.C. 28557 <p"•••••V��?�p• (25 -7479 LICENSE NO. C-0647 7/23/12 �n C •a•I� `L� SCALE "= RO ALD D.0 LI ER P.L. 1 30' WETLANDS SHELF = 4104SF (1046 PLANTS) ---- 14.5-- - 1 „------------------ ` ----12.5- ----------------------------------------- ---------------------------------------------------------- FOREBAY ------------------------ --------------------- ----------, MAIN BASIN --------------- ------------- `------------- — ---------------------------------------------- --11----- •` ------------------' �+ `-_------------------------------------- 13---�-------- -----------------------------------14----------------- 15----------------------- - ' c�--------------------------16-------------------------- CENTIPEDE SOD = 7.300 SF LEGEND IWETLANDS PLANTS CENTIPEDE SOO MINIMUM PLANT MATERIAL QUANTITIES AND PLANT SIZES PER 200 SF OF SHELF AREA (MINIMUM OF 3 SPECIES): 1. 50 HERBACEOUS PLANTS AT LEAST 4 CUBIC -INCH CONTAINER = 1046 HERBACEOUS PLANTS (AS SHOWN ON DETENTION POND LANDSCAPE PLAN) GENERAL NOTES: 1. TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS. 2. WET DETENTION BASINS SHOULD INCORPORATE SEVERAL (MINIMUM OF THREE (3) DIVERSE SPECIES OF SHALLOW WATER EMERGENT AND SHALLOW LAND HERBACEOUS VEGETATION ON THE VEGETATED SHELF. 3. SPACING SHOULD BE APPROXIMATELY 24' - 36' CENTERS. YIELDING COVERAGE IN APPROXIMATELY 1-2 YEARS, RESPECTIVELY. 4. TURF GRASS SHOULD BE MAINTAINED ON THE TOPS OF BERMS AND ON THE EXTERIOR SLOPES OF CONTAINMENT BERMS. SOIL SPECIFICATIONS SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS: 1. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES. 2. SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND. WITH NO MORE THAN IOV CLAY (USDA SOIL TEXTURAL CLASSIFICATION). 3. A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY SPECIES AND 5% FOR TURF AREAS. 4. THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE. IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL PRIOR TO USE. 5. TOPSOIL STOCKPILE LOCATION (IF USING ON - SITE SOILS) OR SOURCE OF TOPSOIL IF I MPORTED TO THE SI TE. SOI L ANALYSI S FOR ALL TOPSO] L TO BE USED WI THI N A BMP FACILITY. PLANTING SPECIFICATIONS: 1. FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION CONTROL SEEDING SCHEDULE. 2. UTILIZE A 90-DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS. 3. PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS. THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS. 4. THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSIDER CONSTRUCTION SEQUENCING SO THAT PLANTS CAN BE PLANTED AND THE POND CAN BE BROUGHT ONLINE WITHIN 14 DAYS. SHEET #6 OF 7 PROJECT #: PM1558-8-001 DESIGN FILE #: PM1558-8-001//PM1558-8-CONSTRUCTION.dgn PLANTING SEASONS: PERMANENT POOL EL1 7. 5 HERBACEOUS PLANTS (SHALLOW LAND) ..... OCTOBER TO JUNE HERBACEOUS PLANTS (SHALLOW WATER) .... APRIL TO JUNE (RECOMMENDED) MID-SEPTEMBER TO MID-OCTOBER GRASSES..............................YEAR ROUND PLANTING OUT OF SEASON IS NOT RECOMMENDED. IF CONSTRUCTION SCHEDULE AND PLANTING SCHEDULE 00 NOT CORRESPOND, STABILIZE BANKS (UPLAND AREA AND SHALLOW LAND) WITH APPROPRIATE TEMPORARY COVER CROP AND EROSION CONTROL MATTING UNTIL APPROPRIATE PLANTING SEASON. PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (I.E. MASSES OF A SINGLE SPECIE)WITHIN THEIR RESPECTIVE PLANTING AREA. OVERLAPPING OR WEAVING OF THE PLANTING AREA EDGES IS RECOMMENDED. ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD WITHIN 100 MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED. PLANTS OF OTHER GENETIC PROVENANCE MAY BE UTILIZED WITH THE APPROVAL OF THE LOCAL REGULATORY AGENCY. IRRIGATION MAY BE NECESSARY FOR SHALLOW LAND AND WATER ZONES IF PROLONGED DROUGHT DRAWS WATER LEVELS 6' OR MORE BELOW NORMAL POOL DURING THE FIRST SUMMER FOLLOWING PLANT INSTALLATION. DO NOT PLANT CATTAILS. CATTAILS. ALTHOUGH A WETLAND PLANT. PROVIDE A HAVEN FOR MOSQUITOES AND WILL TAKE OVER AND CROWD OUT OTHER VITAL VEGETATION. WETLAND PLANT RECOMMENDATIONS SHALLOW WATER BOTANICAL NAME COMMON NAME HERBACEOUS PLANTS ACORUS SUBCORDATUM ALISMA SUBCORDATUM HYDROLEA OUADRIVALVIS IRIS VI RGI NI CA JUNCUS EFFUSUS VAR. PYLAEI OR SOLUTUS LUDWI GI A SPP. PELTANDRA VIRGINICA PONTEDERIA CORDATA SAGITTARIA LATIFOLIA SAGITTARIA LANCIFOLIA SAURURUS CERNUUS SCHOENOPLECTUS TABERNAEMONTANI SCHOENOPLECTUS AMERICANUS SCHOENOPLECTUS PUNGENS VAR. PUNGENS SCIRPUS CYPERINUS ZI ZANI OPSI S MI LI ACEA SWEETFLAG WATER PLANTAIN WATERPOO BLUE FLAG IRIS SOFT RUSH PRIMROSE WILLOW ARROW ARUM PICKERELWEE❑ DUCK POTATO BULLTONGUE LIZARD'S TAIL SOFT STEM BULRUSH THREE -SQUARE BULRUSH WOOLGRASS GIANT CUTGRASS SHALLOW LAND BOTANICAL NAME HERBACEOUS PLANTS ASCLEPIAS INCARNATA CAREX TENERA CHELONE GLABRA EUPATORIADELPHUS DUBIUS EUPATORIADELPHUS FISTULOSUS EUPATORIADELPHUS MACULATUS HIBISCUS COCCINEUS HIBISCUS LAFVIS KOSTELETZKYA VIRGINICA LOBELIA CARDINALIS LOBELIA ELONGATA LOBELIA SIPHI LITICA RHYNCHOSPORA COLORATA SACCHARUM BALDWINII COMMON NAME SWAMP MILKWEED QUILL SEDGE WHITE TURTLEHEAD DWARF JOE PYE WEED JOE PYE WEED SPOTTED TRUMPETWEED SCARLET ROSE MALLOW HALBERDLEAF ROSEMALLOW SEASHORE MALLOW CARDINAL FLOWER LONGLEAF LOBELIA GREAT BLUE LOBELIA STARRUSH WHITETOP NARROW PLUME GRASS VEGETATION SCHEDULE SO FT IN PLANT " PLANTS OF WETLAND AREA WETLAND CATEGORY CATEGORY IN AREA WETLAND AREA WETLANDS PLANTS 4184 HERBACEOUS PLANTS 1046 PLANT REQUIREMENTS: 1. SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE. 2. A MINIMUM OF THREE (3) DIVERSE SPECIES OF SHALLOW WATER EMERGENT AND SHALLOW LAND HERBACEOUS VEGETATION. 3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL PLANTS THAT 00 NOT SURVIVE MUST BE REPLACED. 4. THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES. FERTILIZERS. PESTICIDES, OR SOIL AMENDMENTS AT ANY TIME BEFORE, DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND IRRIGATION. 5. PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR LOCAL SOURCE TO ENSURE SURVIVABILITY. is SEAL 13343 Mt vi �11.2D - ; AUG i 0 2012 Szu 04 20S ad REVISIONS: x H �" 17.5-----------.---------------------------------------------------------------------.�.� ,�---- -- 15.5--, i .------ �. ------------ 14.5-----1 --------------------------------------------------------------------------------- ---------------------------------------- ----------------------------------- I , _------- _---13.5----- I i I I I I 1 1 , .� �; ---'-----"-12.5--� l i l! I I I� i-------------------'--------------------------------------------- � ,',','/ ' l i--------- ----- ------------------------------------------------------. , -------------------------"--------------------------'---------'1 I 1 1 1 1 f-__________________________________________) I I----------------------------------------------------- 1 1 1 1 1 1 1 FOREBAY I ( MAIN BASIN IIIIIIIII II1I1I 1 I1 I1I I1I I1I I1I I1I I1I I1I 1\ •`� \,` \�\ ___________I --_--------------------------_------9----------- .,-----_-_ • .\\ .\ ------------- jI `---------------------------------- III \ •� �. -,--------------------' -- ,' i ---------------------------- 12--11 I l ,; -_ \ ----------------------- �, ---------------------' \ ---------------------------------------------------- ' � _-----------------------------15--------- -------------- ',' -_-------------- -- ------- - \• ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------1 ---` 04 - . I -, , 1 7 .-"'-------------- 17.5-------------------------------------- '� JB2 INLET PIPE ---- ��- __-------------- ----18-i9 ------------------------- FL o� WET DETENTION POND DESIGN DATA DRAINAGE AREA = 181.500 SF IMPERVIOUS AREA = 154.275 SF m 21 POND DESIGN SUMMARY PERMANENT POOL ELEVATION = 17.5 FT PERMANENT POOL SURFACE AREA REO'D = 11.072 SF PERMANENT POOL SURFACE AREA = 16.659 SF PERMANENT POOL VOLUME = 65.095 CF STORAGE POOL ELEVATION m 18.5 FT STORAGE POOL SURFACE AREA = 22.063 SF REO'D STORAGE VOLUME = 18.490 CF PROPOSED STORAGE VOLUME = 19.497 CF FOREBAY DEPTH = 5.0 FT FOREBAY VOLUME = 12,009 CF MAIN BASIN DEPTH = 8.5 FT MAIN BASIN VOLUME = 53.087 CF AVERAGE DEPTH = 5.02 FT (FROM FORM SW401-WET DETENTION BASIN) (USED 5.0' FOR SA/DA CHART) PLAN VIEW 7 FT. SUPPORT L 3" X 3" X '14" W/ 1,2" DIA. BOLTS a 12" D.C. TRASH GRATE REMOVABLE ALUM. GRATING MCNICHOLS GAL-100A (OR EOUIV.) INHEIGHT W/ 1" X 1," BRG. BAR STANDARD MESH 4" X '��Ic" OVERFLOW ELEV. 19.0' q^pYG. 19. 0'.---------------------- -------- TYPE PLUG �_- Tf MPQRARY �TyRAGg P9�Et ?�S`;------ - - - - - 18.0'--------------------------------- ------- PERMANENT POOL EL. 17. 5' 4"PVC TEE- ---- --�--------- N -" 17.0'----- - - - - - - - ______ -_-_ EL. 16.5' 16.01____________________________ INSTALL SKIMMER (DETAIL THIS SHEET) AT BEGINNING OF CONSTRUCTION. ONCE SITE IS STABILIZED REMOVE SKIMMER 6 4"SCREW ON CAP AND REPLACE WITH SKIVER ON CAP DRILLED WITH 2" ORIFICE SHEET #5 OF 7 PROJECT #: PM1558-8-001 DESIGN FILE #: PM1558-8-001//PM1558-8_CONSTRUCTION.dgn 14)-3" PVC SCREENED I ORIFICES INV EL 18.50 -4-PVC STUBBED______ V p ° 0 v 4'- 3" 7'- 9" 8'- 9" 17 ° TOP W/ ACCESS OPENING 1.2" EXP. ANCHOR EACH END OF SUPPORT L 48 LF DUAL 18"HDPE PIPE a 1.35% I i INV. 17.5 BOTTOM ELEV. 16.5' SECTION B-B OVERFLOW DEVICE SCALE: 1" = 2' L_ _ _35.92_ _ S64°51'10"E -l-� i-------------- _ _144.08 S64"51'10"E-----------�--��\ t / OVERFLOW l 1 I � • A I I 9.19 � 39.19 FOREBAY-- I 43.37 3 I' 1 N2508'50"E S25°8'50"W I I N64°5110"W MAIN BASIN In I I Niu° ' f Oj ��-�-- 35.92 T N64°51 10 11W yam© I I / ��O 3.31 ---------------„------------ 11�- S34°51'10"E N64°51'10 W PERMANENT POOL FOREBAY AT PERMANENT POOL MAIN BASIN AT PERMANENT POOL TEMPORARY STORAGE POOL LENGTH O _ 15.71 LENGTH = 10.00 RADIUS = 25.00 RADIUS = CHORD LENGTH 25.00 RADIUS 35.36 CHORD LENGTH = 10.00 - 14.14 RADIUS CHORD LENGTH - 11.25 = N9.5'52"W CHORD LENGTH - 35.36 CHORD DIRECTION S70.8'50"W CHORD DIRECTION = N19.51'10"W CHORD DIRECTION - S19.51'10"E CHORD DIRECTION RADIUS = 25.00 RADIUS - 10.00 RADIUS 10.00 RADIUS 50.00 CHORD LENGTH = CHORD DIRECTION = 35.36 CHORD LENGTH N70'8'50"E CHORD DIRECTION = 14.14 = 570"8'50"W CHORD LENGTH CHORU DIRECTION = 14.14 = NTO"8'50"E CHORD LENGTH = 25.88 CHORD DIRECTION = N49"51'10"W LENGTH RADIUS = 39.27 = 25.00 LENGTH = 7.41 RADIUS © = 50.00 CHORD LENGTH CHORD DIRECTION = 35.36 = S19.51'10"F CHORD LENGTH = T.40 CHORD DIRECTION = N39.5'52"W FLOAT • 20 • NOTES: 1. FOREBAY AND MAIN BASIN TO BE CLEANED OUT TO PERMANENT GRADE AT COMPLETION OF CONSTRUCTION. 2. PROVIDE PUMP MECHANISM ON SITE FOR MAINTENANCE AND/OR EMERGENCY POND DRAINING._ __________ 21 21--------------------------------------------------------- -- -- ---------------- --- -- ------ 3. SEE SHEET 6 FOR PLANTING PLAN. PLANT BERM PER SEEDING -- 20 20 --�-- - - - - ----- ---- - -- - -- SCHEOULESHEET-4------------------------------------------------------------------------- V RF - 19 1 r _________________________ TELMEP49A Y UpwwLJ -L8-.5.0 --___ _____ - ---_-----------------------------LWAlf-111. --- _ _ _ _ _ _ _ _ _ __ _____-________-_________ p�p����y� =____ _ _ ��Y-- -,t ---- - 18 1 7 I _ _ L _ _ _ L _ J _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J_ _ _ _ _ _ r i _ I I t I I 1 I _ _ _ 1 _ _ _ _ _ _ _ _ _ _ L _ _ _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I W_ _ L _ _ _ _ _ _ _ _ _ - 1 _ _ _ _ _ _ 16 16 _ ______ __________ _ _ _ _ _ _ _ - _ _ _'_ _ _ _ _ i- __ I FOREBAY r -- - - -- - - I5 15 --r--- r -- - -- �-T----------- --- - - - -- -- - - - -- - ---------r----------------------- ----------------W a MAIN BASIN o Ix - '-- -- - - -- - - --------*---------.. EL 12.5 SEDIMENT TO BE J 1---REMOVED-F-ROMSkSrIN----- - - - - -- - - - -- r----L-------------------------------- ------------------m---i- a - -- - ---- -i- - -- - - 13 13 --L---L- - -- -- N ______________________ ------ - - ----- 12 12 --�---i-l- - -- - -T 11.5 1 I I 10 � 10 ' EL 9.0 SEDIMENT TO BE REMOVED FROM BASIN EL 9.0 _1_ 9 8 8 9' 5' 17 3 34.92' _. 15' S' S' 24' 3' 115.08' 3' 24' VENT PIPE SCH 40 PVC PIPE (BARREL OR ARM) ATTACH FLEXIBLE HOSE TO ORIFICE TEE PER MANUFACTURERS RECOMMENDATIONS FLOAT ISLE HOSE TOP VIEW POND X-SECTION A -A SCALE: V_ 1"= 4' H: i "= 20' WATER ENTRY UNIT WITH TRASH SCREEN ORIFICE OPENING INSIDE THE HORIZONTAL TUBE WITH A CONSTANT HYDRAULIC HEAD :DOLE 40 PVC i (BARREL OR ARM) LE HOSE 4" SKIMMER 2" ORIFICE FAIRCLOTH SKIMMER SCALE: NOT TO SCALE J. W. FAIRCLOTH 6 SON INC. WWW.FAIRCLOTHSKIMMER.COM TELEPHONE: (919) 732-1244 FAX: (919) 732-1266 ♦ 4MW�1W/����IW� END VIEW * : SFA 1 13343 L Z °•�;�QINEE 4,�'4�•0. CV1 AUG 1 C 2012 -- �QO00S REVISIONS: ' —OLD,AIRPORT ..ROAD L S I TE 41, iT, �� °' r -, DORCAS DRIVE U A'R THUR i _ S. _Oy Wq ylHARRIS. ARM ROAD) ," _- 4T4 ?�Vilc r„gR01DK_R STREET- "'f c 44 HESTRON_ DRIVE B[RA�D'YWLNG $A-F1. L NINE �- DRIVEE, ', HIGFiwA� 2A. - NC VICINITY MAP ' a 6" 12" 6 R 3" Ra 12" 6 71,1 2, � 3000 PSI CONCRETE 18 18" STANDARD CURB AND GUTTER SCALE: NOT TO SCALE R 2I 6„ 12" 12" R 3" —R 3" 61 18 3000 PSI CONCRETE 18" SPILL CURB AND GUTTER SCALE: NOT TO SCALE HIGHWAY 70 WEST LEGEND CB - CATCH BASIN CF - CUBIC FEET CL - CENTERLINE DR - DRIVE EL - ELEVATION EIR - EX. IRON ROD EDP - EDGE OF PAVEMENT EX. - EXISTING FE - FINISHED ELEVATION FT. - FEET INV. - INVERT L.F. - LINEAR FEET MIN. - MINIMUM N/F - NOW OR FORMERLY NTS - NOT TO SCALE R - RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT-OF-WAY SIR - SET IRON ROD TYP TYPICAL DRAINAGE EASEMENTS STORMWATER EASEMENT E WETLANDS SPILL CURB AND GUTTER + 18.31' EX. ELEVATION EX. CONTOUR 0.55 PROPOSED ELEVATION DIRECTION OF FLOW ----- SWALE x X SILT FENCE LAND DISTURBANCE LIMITS SHEET 1 OF 5 PROJECT No.PM816-9 DESIGN FILE:816/PM816-9LSP2.DGN 4" WHERE INDICATED YAM ON PLAN AGC t 7' CHAMFERED 2.O% EDGE 6" SLOPE VARIES 2" BITUMINOUS - �-CONCRETE TYPE I-2 -- 6" CABC TYPICAL SIDEWALK SECTION SCALE: NOT TO SCALE PAVEMENT DETAIL SCALE: NOT TO SCAILE 1 1 ,2" 1-2 6" CABC ?A®(R7-Sa) ---- R7-8D - II reuAiA t HIGHWAY 70 WEST p EIR - I F- APPROVE® NORTH CAROLINA ENVIRONMENTAL. MANAGEMENT COMMISSION DIVISION OF WATER QUALITY G( Z SITE DATA TRACT 1 AREA = 64.076.36 SF TRACT 2 AREA = 66,227.58 SF TOTAL TRACT AREA = 130,303.94 SF (2.99 AC) ZONE = CH REOVIRED PARKING SPACES TRACT 1 1 SPACE/200 SF RETAIL SPACE RETAIL SPACE = 11.000 SF TOTAL REQ'D = 55 SPACES PROPOSED PARKING SPACES STANDARD = 52 HANDICAP = 3 (2-VAN ACCESSIBLE) TOTAL = 55 FLOOD ZONE = X (REF: FIRM COMMUNITY PANEL 6356 J, MAP NUMBER 3720635600 J, EFFECTIVE JULY 16. 2003) RECEIVED FEB 13 2W4 rxoi # St4jD7 0 q 0ad5 SHEET 1 - SITE PLAN SHEET 2 - EASEMENT MAP SHEET 3 - GRADING, EROSION & SEDIMENTATION CONTROL PLAN SHEET 4 - POND DETAILS SHEET 5 - LANDSCAPE PLAN (NOT ISSUED) / ¢ -/¢ U6- 2 ,rEeisTT� r/APPROVED� NORTH CAROL NA MANAGEf'-';T CoVIRIS3 ON TAl DIVIS(0N OF WATER QUAUTY Storm,rater Parmit REVISIONS: No. I BY I DATE DESCRIPTION IFRED'S BEDS MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA CLIENT: MURDOCH & ASSOCIATES SURVEYED: ADDRESS: 123 NINE J ROAD JTC NEWPORT, NC. 28570 DRAWN: •,.H leis, qr PHONE: (252 ) 223-2229 cS ,YEsSio•�'°y'•. APPROVED: L•�' a SEqL 9� _ A STROUD ENGINEERING, P.A. cs (3343 ?*� 151-A NC HIGHWAY 24 DATE: MOREHEAD CITY, NC 28557 01 /23/04 '« ' .; °j'NEE.•' �� 7-7479 '�'yptuSCALE:``j �t% _r 1 30' RONALD D. CUL JPHER, P.E. M: SITE JVA it r- BRA�IDYWiK1E. W.1 Y'. J Imo_ I i OLDlA IRPOJf T DORCA DRIVE kTHUR ��, •7- ARM RDA D�Y HIGHWAY 70 WEST LEGEND CB - CATCH BASIN CF - CUBIC FEET CL - CENTERLINE DR - DRIVE EL - ELEVATION EIR - EX. IRON ROD EOP - EDGE OF PAVEMENT EX. - EXISTING FE - FINISHED ELEVATION FT. - FEET INV. - INVERT L.F. - LINEAR FEET MIN. - MINIMUM N/F - NOW OR FORMERLY NTS - NOT TO SCALE R - RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT-OF-WAY SIR - SET IRON ROD TYP TYPICAL DRAINAGE EASEMENTS STORMWATER EASEMENT WETLANDS SPILL CURB AND GUTTER + 18.31' EX. ELEVATION EX. CONTOUR 0.55 PROPOSED ELEVATION f DIRECTION OF FLOW -- - -- SWALE .x x SILT FENCE LAND DISTURBANCE LIMITS SHEET 2 OF 5 PROJECT No.PM816-9 DESIGN FILE:816/PM816-9LSP2.DGN —1 F--. HIGHWAY 70 WEST 30 15 0 30 60 SCALE: 1"= 30' i EIR ASEMENT MAP IFIRED'S BEDS MOREHEAD TOWNSHIP. CARTERET COUNTY, NORTH CAROLINA Sp, CLIENT: MURDOCH & ASSOCIATES SURVEYED: ADDRESS: 123 NINE J ROAD JTC NEWPORT. NC. 28570 DRAWN: �•`��� GAq�''•.,, PHONE: (252) 223-2229 C5 q....,, Ci +, a �o aFEssro.��i s. .x�,_ . APPROVED • STRdUD 924(I ERING, Pam. Cs • 13343 s 151-A NC HIGHWAY 2$4 DATA: I' MOREHEAD CITY .MC "657 ¢p�tiFy Qt• tv ( 47-7479 OJJ23�04 '..y •. CitN� .%� f pimp iii�++���� iClAt�T ♦� i'i1 .!`'W �i'ff- # �` ., ,_ # ��'���' >u^� '. ... OLD. AIRPORT .ROAD _ rSITE , ­MuabQeH DORCAS DRTVf DRIVE </ lam/ U'S - t EBROOKS ARTHUR­� FARM ROAD'Y 4T�. ytCHW4y =- STREET. >o - ANTIC 4 F AST �H -IS STREET DUSTRIAL ICApDz/N4 .. DRIVE -HESTRON DRIVE ... BRANDYWI.NE BAY ^, -.'LITTLE. NINE "U.S c - - -- DRIVE TO HIGHWAY 74 -- - NC VICINITY MAP s SEEDING SCHEDULE SEED BED PREPARATION LIME-------------------- 2 TONS/AC. 10-10-20------------------------ 1,000 LBS./AC 0-20-0---------- ------------------- 500 LBS./AC (AFTER SEEDING) ASPHALT TACK 200 GAL./TON OF MULCH SEEDING MIXTURE (FEBRUARY 1 -APRIL 30) TALL FESCUE---------------------- 50 LBS./AC PENSACOLA BAHIAGRASS--------- 10 LBS./AC KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS./AC (MAY 1 -AUGUST 31) TALL FESCUE--------------------- 50 LBS./AC KOREAN OR KOBE LESPEDEZA(SCARIFIED) ---- 50 LBS./AC BROWNTOP MILLET- ---- 25 LBS./AC (SEPTEMBER 1 - JANUARY 31) TALL FESCUE--------------- 60 LBS./AC KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)--- 60 LBS./AC RYE (GRAIN) -- 25 LBS./AC FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA LANDSCAPING MIXTURE (JANUARY 1 - MARCH 31) COMMON BERMUDAGRASS (UNHULLED)----- 20 LBS./AC (APRIL 1 - JULY 31) COMMON BERMUDAGRASS (HULLED) 12 LBS./AC HYBRID BERMUDAGRASS SPRIGS MAY BE USED. WETLAND SPECIES (PLANTED AROUND POND PERIMETER) ARROWHEAD (SAGGITARIA LATIFOLIA) BUTTONBUSH (CEPHALANTHUS OCCIDENTALIS) BROOMSEDGE (ANDROPOGON VIRGINIANUS) CATTAIL (TYPHA SPP.) LIZARD'S TAIL (SAURURUS CERNUUS) HIGHWAY 70 WEST LEGEND CB - CATCH BASIN CF - CUBIC FEET CL - CENTERLINE DR - DRIVE EL - ELEVATION EIR - EX. IRON ROD EDP - EDGE OF PAVEMENT EX. - EXISTING FE - FINISHED ELEVATION FT. - FEET INV. - INVERT L.F. - LINEAR FEET MIN. - MINIMUM N/F - NOW OR FORMERLY NTS - NOT TO SCALE R - RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT-OF-WAY SIR - SET IRON ROD TYP TYPICAL DRAINAGE EASEMENTS STORMWATER EASEMENT WETLANDS SPILL CURB AND GUTTER + 18.31 EX. ELEVATION EX. CONTOUR 20.55' PROPOSED ELEVATION DIRECTION OF FLOW -- - -- SWALE X X SILT FENCE - - - LAND DISTURBANCE LIMITS SHEET 3 OF 5 PROJECT No.PM816-9 DESIGN FILE:816/PM816-9LSP2.DGN FILTER FABRI NCDOT 1056 TYPE 3. CLAS COMPACTED FI DUAL 36LF -------- 12"RCP @ 0.4% N INV 18.20 ___.__________ S INV 18.35 EX. SWALE TO REMAIN DUAL 12LF - 12"RCP @ 0.4% N INV 18.45 S INV 18.50 DUAL 36LF 12"RCP @ 0.4% N INV 18.40 S INV 18.55 DUAL 36LF - 12"RCP @ 0.4% N INV 18.85 S INV 19.00 1 - NOTES: 1. USE WIRE A MINIMUM 0 32" IN WIDTH. AND A MINIMUM OF 6 LINE WIRES WITH 12 STAY SPACING. 2. USE FILTER FABRIC A (NIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE WIFS. 3. PROVIDE 5' STEEL POS'OF THE SELF -FASTENER ANGLE STEEL TYPE. OR 6' WOOD POST WITH ' DIAMETER. I I I I I r,l MATCH EXISTING GRADE HIGHWAY 70 WEST PLACE RIP -RAP AT END OF PIPES INV = 17.7' CLASS AI L=9' PAST LAST PIPE W = 6.5 , THICKNESS = 12" CONSTRUCTION SEQUENCE 1. REMOVE AND/OR RELOCATE EXISTING OBSTRUCTIONS. 2. INSTALL STONE CONSTRUCTION ENTRANCE. 3. INSTALL SILT FENCING AT SPECIFIED LOCATIONS. 4. COMPLETE CLEARING & GRUBBING OPERATZONS. 5. EXCAVATE, ROUGH GRADE, AND SEED STORMWATER DETENTION BASIN. 6. ROUGH GRADE PARKING AREAS AND BEGIN PREPARATION OF BUILDING SITE. 7. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 14 DAYS OF LAND DISTURBANCE. 8. INSTALL UTILITIES. 9. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE. 10. CONSTRUCT BUILDING. 11. PAVE DRIVE AND PARKING AREA. 12. PERFORM FINAL GRADING, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 13. REMOVE ACCUMULATED SEDIMENT FROM STORMWATER DETENTION BASIN AND PERFORM FINAL GRADING OF BASIN. 14. INSTALL WET DETENTION BASIN VEGETATION AS SPECIFIED. i F STORMWATER DATA TRACT AREA = 2.99 ACRES (130303.94 SF) DRAINS TO HULL SWAMP CLASS C (1" RUNOFF) % BUiILT UPON = 73.68% DRAINAGE AREA = 111,644 SF DESIGN % IMPERVIOUS = 86.00% IMPERVIOUS AREA BUILDING/RAMP = 11,747 SF DRIVES/PARKING = 27,268 SF SIDEWALK = 875 SF FUTURE OFFSITE = 56.123 SF TOTAL AREA = 96.013 SF STONE CONSTRUCTION ENTRANCE SCALE: NOT TO SCALE REVISIONS: No. I BY I DATE DESCRIPTION GRADING, EROSION & SEDIMENTATION PLAN IFRED'S BEDS MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA CLIENT: MURDOCH & ASSOCIATES SURVEYED: ADDRESS: 123 NINE J ROAD JTC NEWPORT, NC. 28570 DRAWN: `rororo,a rroupq••• . CAR •• PHONE: (252) 223-2229 CS z . FEss/p .�✓y'; APPROVED: SEAL 9r * c g STROUD ENGINEERING, P.A. cs 13343 e 151-A NC HIGHWAY 24 DATE: MOREHEAD CITY, NC 28557 01 /23/04 hGtNEE QT a (252)_479 Qt `� _ �ov�.GxC1�.mG SCALE RO ALD D. CULLEP ER, P.E. 1 "= 30' IF1 I , jj---15.0', 0 I p O I II i � I II I O 1 II 1 N 11 11 O II I II O I Im I p 11l I- I - ,I I if \\_______= 1 O O 1 ) 49.30' 0 O 1 \) l O 00 I 11 1 I 11 I I v ii 1 i t O b i it 1 o I II I I I I II I I I I v l II I II I O II I C I , 1 II I O II O 11Ln 0II 1 II I I II I I � I N II 1 II I II I I! 1 1 1 I 1 1 01 �I I I II I I I I I I I I 1 II I II I I I I II I I I I II I I I 1 1 1 1 1 1 11 I 1 ll I I I I I I I 1 1 I I Irn I I 11 11 1 J 1 I� i I II 1 1 J I IT I ----- --- 0 POND DETAIL SCALE: 1" = 20' SHEET 4 of 5 PROJECT NO. PM 816-9 FILE: 816/816-9/PM816-9LSP PERMANENT POOL STORAGE POLL NOTE: FOREBAY AND MAIN BASIN TO BE CLEANED OUT PLANT NATIVE CATTAILS AND OTHER TO PERMANENT GRADE AT _ AOUATIC VEGETATION AROUND PERIMETER COMPLETION OF CONSTRUCTION 19.5 AND AT THIS BERM LOCATION (SEE 19. 19.0 __STORAGE_POOL EL_ 19.0 PLANTING SCHEDULE ON SH 3 OF 41 19.0 61 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6: 7 18.0 ---------------------- ---PERMANANT POOL_EL. --1S=0-------------------------------------------- - - ------------------------------------------- I8.0 6: 17.0 17.0 16.33 10.0' 0 14.0 MAIN BASIN EXCAVATE AN ADDITIONAL 9 FT TO EL 12.0 FOR SEDIMENT STOREAGE DURING CONSTRUCTION WET DETENTION POND DESIGN DATA DRAINAGE AREA = 111.644 SF IMPERVIOUS AREA (ACTUAL) = 39,890 SF IMPERVIOUS AREA OFF SITE = 56.123 SF IMPERVIOUS AREA DESIGN = 96,013 SF POND DESIGN SUMMARY PERMANENT POOL ELEVATION = 18.0 PERMANENT POOL SURFACE AREA = 7,210.0 SF ACTUAL WATER SURFACE AREA = 7,210.0 SF STORAGE POOL ELEVATION = 19.0 STORAGE POOL SURFACE AREA = 9,588.0 SF I STORAGE VOLUME = 8,399.0 CF FOREBAY DEPTH = 3.0 FT FOREBAY VOLUME = 3.557 CF MAIN BASIN DEPTH = 5.0 FT MAIN BASIN VOLUME = 10,475 CF TOTAL BASIN VOLUME = 14,032 CF @ PERM. POOL (ACTUAL CONSTRUCTION BELOW PERM. POOL) 7 FT. SUPPORT L 3" X 3" X 1ja" W/ 1,2" DIA. BOLTS @ 12" O.C. TRASH GRATE REMOVABLE ALUM. GRATING McNICHOLS GAL-100A (OR EQUIV.) 1 " HE I GHT W/ i " X 1,8' BRIG. BAR STANDARD MESH 4" X 15,16" m 1 9. 0'-=VERFLOW ELEV_-19.0 -------------------- 11,2" PVC ORIFICE PERMANENT POOL EL. 18.0, p_ INV. EL. a 18.0,--------------------------- - N 17.0--------------------------- - ---- -� 12" SUBMERGENCE - 1� - 16.0------------------------- ------ ' 4" -3 SCREENED INTAKE STAKE INTO SIDE SLOPE 81 9 WITH GALVANIZED ROD OVERFLOW DEVICE c v SECTION A -A PLAN VIEW OVERFLOW DEVICE SCALE: 1" = 3' TOP W/ ACCESS OPENING 13.0 10.0' POND X-SECTION A -A SCALE: NOT TO SCALE 16. m P 0 100 LF DUAL 21" CMP PIPE z I 1 16" d 1,2' EXP. ANCHOR EACH END OF SUPPORT L ECESSED NG d COVER 3.0' S64'51'10"E 29.30 POND DETAIL SCALE: 1" = 20' FOREBAY �NtntlrrrY<� 133 e ¢ . Fa ,NFCP:Qrw J. rf fli�f�v t4.¢S CURVE DATA AT PERMANENT POOL EL.18.0' CHORD DIRECTION N19'51'10"W CHORD DIRECTION N19"51'10"W O RADIUS 10.00 O RADIUS 5.00 CHORD LENGTH 14.14 CHORD LENGTH 7.07 LENGTH 15.71 LENGTH 7.85 CHORD DIRECTION N70008'50"E CHORD DIRECTION N70°08'50"E 2O RADIUS 5.00 © RADIUS 10.00 CHORD LENGTH 7.07 CHORD LENGTH 14.14 LENGTH 7.85 LENGTH 15.71 CHORD DIRECTION S19"51'10"E CHORD DIRECTION S19°51'10"E RADIUS 5.00 RADIUS 10.00 CHORD LENGTH 7.07 CHORD LENGTH 14.14 LENGTH 7.85 LENGTH 15.71 ® CHORD DIRECTION S70'08'50"W CHORD DIRECTION O S70'08'50"W RADIUS 10.00 RADIUS 5.00 CHORD LENGTH 14.14 CHORD LENGTH 7.07 LENGTH 15.71 LENGTH 7.85 REVIS