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Home My WebLink AboutSW7011002_APPROVED PLANS_20020222STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW 7BI%O!`�n DOC TYPE El CURRENT PERMIT APPROVED PLANS HISTORICAL FILE DOC DATE A42 YYYYMMDD . �: ;A .F� .�•-.: .� _ _-.. _. .. -; _ 1' '�' � f •1 f' �1, .a'nlil, ','"�V th•ly:f �,54'• iT :'•1- :r •..1' LL. N/F CELIA BOYCE HEIRS D.B. 25. PG. 524 CAR PARKNO O XIV 6 SPACES N /F PERQUIMANS COUNTY COMMERCE CENTER P.C. 2, SL. 49. MAP 4 '�� ..,;..,.; t R-5' Ttq. ` Ii- ,� �.:1 �'•-.�', 1'•'S•'' •' ? ; . % > .:'+' . •• • `. '•'• '' • aOAT WASH ,. ,. ' . i• .. 4 ,4. •'• �+ ll ',•.. • .. .,-COVm 146.0' ! I 1ryk �' 4 , BOAT AND TRA,L£R • ;': .: ti •`•1.'" > ' �•`' µ.1. + •4 ... A A • LAWN PARKING 12'X50' r . f, ,, .+•.� PROPOSED 8 SPACES `• ., ��,- t rs• ;.- _ GRAVEL.: r,�. -AL ,'• a SERVICE AREA a . ...�" •'. ' I �. +4 'rg• • �• ♦ PROPCIQ5E0 BERIN (TYP.) e ty r • f, : a t £VEROREEN TREE (TYP.{ N/F PERQUIMANS COUNTY COMMERCE CENTER P,C. 2, SL_ 49, MAP 4 PROPOSED FENCE : ` ti • + . i • • e FLONH: mG TREE (rip. j BY OTHIERS I} ,a rtt w w v 'ti K PM1. + • EIE WR£EH TREE (TYP.) HEDGE (TYP) I' ' n MERAIG TREE (TYP-) PROPOSED ,I ' BUWNG " c # SALES AREA _ go I ♦ X X `� X I 1 /8" RADIUS HEDGE (TIP-) E. I k . PAti 0= CWAM PORCH -(4 0 17E.0' O CARP 1O' � IRKING X2O' 15 SPACES .. V) » p POOPOSIED SIDEWALKO '6 CONCIHEIE �,,_.----.rITRATHaN BASIN NO. 2 1T'1 4" PROPOSED 2.5' CON11 DO1Mt AAMP ♦ � �, . •• +- � , % � � I OURS AM GUTTER 2) JIIGCl551BLE SPADES ,,•• , + • �7 W. WTI VAN ISLE ♦' r 1 O I FLOOEWNO SHIRUB (rip.) MIMPCSSD StDEMALK ,,..- •, •' ••, "• WOOD BRIDGE O I 64 ATE •+•''' . �'� BY OTHERS rrND TOOK ®- E.I.R. - EXISTING IRON ROD �'� �.•�;"�...�•. s �•''; _ - HATO - - - _ EXISTING ELEVATION w •`; ,� r - '► _ - - _ I X,~ X1* r r r ' . I 1'�'•X I • r 1 PROPOSED ELEVATION • '� j••.�� x ^,. ,. / I ► . DRAINAGE FLOW ; 1 r r . ♦ v r I 1l1D.tY �'' • �#A ' % LAIN , ♦ r r • r ♦ PROP. I PROPOSED HELPORT OWN FOR GRAPHIC PURPOSES ' ' PROPOSED ASPHALT ♦•, ♦'' �. , •idL. IL T. + • * / I FISH BINAL DESIGN REVIEW VONAL LY •� - PROPOSED CONCRETE - - •. •� H EY FAA REQUIRED PlgQlt TO INSTALLATION - PROPOSED GRAVEL l PROPOSED ')* _ , • ' ' ----- x - PROPOSED SILT FENCE #I, G ' • I / /i _1 ram•• I em I0.61 PROPOSED CONST. ENTRANCE �• I 1 ♦ ✓ _ - • • I • ♦AFA AM (ff - ski ♦. ' Qb O - PROPOSED INLET PROTECTION \ _ - • •' * PATM ,' �♦ ♦r'L� �h� R-t0 ♦3 ♦ /dip •.h ng �-xX4----EX, DITCH sib-" EXISTING ROAD •' _ _ _ _ _ _. _. _ ♦ _ _ V OX X ,, r EXISTING 20' GRAVEL DRIVE •♦ •, - JOINT SEALER tom' lu t/;. \- JOINT FILLER TRANSVERSE FXAANCIMI fyw 1 ENE RA . TE' .1C 1. OWNER: SHORE FLYTE MARINA y� MR. TONY WOODDISSE 158 HWY. 158 WEST CAMDEN, NC 27921 (252) 338-'7724 SITE 2. AREA: 430.398E - 9.88* acres (coord.meth.) 3. AS RECORDED IN P.C. 2, SL 49, MAP 4; P.C.R. 4. PROPERTY IS LOCATED IN A F.I,R.M. ZONE C AND F.I.R.M, ZONE B 4�4 AS SCALED FROM PANEL #370315 0115 B *q. 5. IMPERVIOUS LOT CO*ERAGE: yy PROPOSED BUILDING - 20,217.5 sq. ft. / 4.7% PROPOSED GRAVED'- 61,346.7 sq. ft. 14.2% c� PROPOSED CONCRETE - 25,206.6 sq. ft. / 5.9% PROPOSED ASPHALT - 18,006.2 sq, ft, 4.2% VICINITY MAP w*' 8. TOTAL IMPERVIVIOUS LOT4COVERAGEf-- 124, 997 sq. ft. / 28.99% (NOT TO SCALE) 'aD 6. AREA OF LAND DISTURBING ACTIVITY - 328,423 sq. ft. PROPOSED CONCRETE RAMPS BOAT RAMPS 7. PARKING CLACULATIONS 17 TOTAL SPACES PROVIDED FOR RETAIL. (2 ACCESSIBLE) 8 SPACES FOR EMPLOYEES 8. REFUSE COLLECTION TO UTILIZE A SCREENED DUMPSTER PAD. 9. A DOT RIGHT-OF-WAY ENCROACHMENT, AGREEMENT SHALL BE OBTAINED PRIOR TO 5° ANY IMPROVEMENTS BEING CONSTRUCTED WITHIN THE R/W. PERQUIMANS RIVER 10• THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, r+ LOCATION, TYPES, AND DIMENSIONS OF ANY EXISTING UTIUTIES PRIOR TO CONSTRUCTION. IF ANY PROBLEMS OCCUR, WORK SHALL CEASE AND THE ENGINEER BE NOTIFIED IMMEDIATELY. w�� WORK MAY CONTINUE UPON NOTICE FROM ENGINEER TO PROCEED. r� ELEV. a0' 11. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING EXISTING UTILITIES AS NECESSARY TO INSTALL THE PROPOSED UTILITIES AS DETAILED. 2" 12 ASPHALT tz` 6" ABC -� � • � s.�ro ,uanw ral rmrlo I,carm.n or &LO, Me o,/ I.OLFL ardor - soon AM h>n ++ ""'c""` RAMMCm 211 COMPACTED GRA OR COMPACTED SU8GRADE vnaercut a5 Iveceszjary WITH CURB AND GUTTER ' KPROPOSED 'ml W R �' RICAIr EAR ING�URSING DETAIL `ELEV, 8.0' rw n-,o I N.T.S. 75' A.E.C. ` CIEWERAL NOTES: I. A GROOVE JOINT 1' DEEP WAIN I e8" RADII SHALL 9E REOUARED IN THE CONCRETE SIDEWALK AT 5 INTERVALS. ONE 1 /2' EXPANSION JOINT WILL BE REOUIRED AT 45' INTERVALS NOT TO EXC£EO 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADOCE T CURB. A SEALED 1 /2 EXPANSION JOINT WILL BE REOURM WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 2. SOEWALIC AT DRIVEiHIAY ENTRANCES TO BE 8' THICK. 3. WIDTH OF SiDE1IMALK ON THOROUGHHFARE STREETS SHALL BE A MINIIIIUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSIhIESS DISTRICT WILL BE DETERIAINED BY THE CITY/COUNTY ENGINEER. 4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE A MINIMUM OF 4'. 5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS. S. CONCRETE COMPRESSIVE STRENGTH SHALL BE 35M PSI, IN 28 DAYS. e ► 1 E;%,,. - 1/2' EXPANSION JOINT (SEAL TO MAKE WATERTIGHT) SLOPE VARIES -.- r• PROPOSED ROAD SECTION PROPOSED 4' CONCRETE SIDEWALK DETAILS_51OWING EM6850 JOINTS �/ IN_ 9HOLIE 212EMA X E 18" H.D.P.E. ( FROM DI #2 ) itmo- 4 r . on -o- r om fm in, PIK s A Wtl [ACM rlr ` 4 - • i 12- HANDICAP PARKING SIGN N.F.S. Y 24" H.D,P.E. (BY-PASS) X 18' H.D.P.E. (TO BASIN) Y 12" DIP WITHIJ PLAU_ MECHANICAL JONT 4" CONCRETE COVER a� o� 6' ABC w TYPICAL -GRAYEL PARKING DETAIL N.T.S. O 1' • ♦ 0 00 ��'00 Q jj op,• •♦ ♦♦ 0°00 $ ° ogr ♦ °° 0 CEIV ppp ' / �/ 24' #� H_D_P.E. BYPASS N/F 00 PERQUIMANS COUNTY ♦ I F8' H.D.P.E. �k✓ FEB - 8 2002 COMMERCE CENTER }1CAPPEO RAMP ( I twh R 50 tL • • NOT TO SCALE � � • P.C. 2, SL. 49, MAP 4 GRAPEC SCALE 6 18" H.D. .. ❑ -WARO 6 , (TO BASIN) JUNCO BOX N.T.S. # S�II SHfIlFT G- OZ FpR S'iDRihWATrst 17lFSt y1~l �•O P,N' 2HFoRMATtON. oft DATE REVISION INITIAL SITE PLAN PROJECT 2045-0003 9-28-01 CHANGES FOR STMMTER PLAN SFA ,♦�♦�,� . . Or �•+�� OF PROD. sVYR : etw 1-4-02 COMMENTS PER DiVlSION OF WATER pUALiTY 12-28- 01 SFA «= SS DRAWN BY A MROM&C= 10 0 04C*E FLY M MA~ FIELD BK. . COLLECT 504 E. Elizabeth Strut, Suite 1 = FOR COMP. FILE : 80/SITE Elizabeth Gil DATE : 8-13-01 , Nvrth Carolina 27909 � L v � SCALE 1' = 50` Phone: (252338-2929, Fax: (252)338-1117 'rt , f' SHEET # . 1 OF 2 0 N• pool, I NORTHWEST PORTION OF LANO RECORDED AT P.C. 2, SL. 49, MAP 4, P.C.R. t#Ttramet Site: http://www.mcklmrreed.com DATE:_ BETHEL TOWNSHIP PERQUIMANS COUNTY NORTH CAROLINA DWG. C-01 .� .. .�... .... ...: ,.. '._ e ....,a. <b Sr '.: ..-. ,. ,.. �' -": : ^ . ,:,. '., ...:'8fi.'.�aP..a.r.,, �.'� ., ., . x s.. .. x i w ��: s;... ...., ...�. �.. _i. �:..dex �. xi'*Y.�s:°.-.. °'� . ,,e ...�` . - ,,...' � .._:... _ .:•. _ i. -_ ... ....t.t ... : �.s. .. r , n. -...-:..,:. x:... ,... v � �. a_' ,. a ,: x-.-. i........-5•. .a`: ,sd.b'�.--i. ... _ i_ .5.. C 'ti ,F1e., s°' a . f t , r [ 1 , 'I �'� �I'1 .,, .;; •1 4i 'f•v'I IS'�ti��, x. INY,'t-F lil, li!.�•. 1t•SY •r ta:'iT 0).,;'.'rr0.1 '. ,k 4 R1f4c AND COVER STD. $40.54 R. MiN, 2.5' Curb & Gutter CONCRETE CURB AND GUTTER 1A" .fir . " . i • ► � APPROVED NORTH CAROUNA ENVIRONMENTAL MANAGEMENT OOMMI8810N DNISION WAILER QUN.I;1'Y Date Ulf , 2ai...4 2" Swmmdw FW.i f,Stj 7 O/ /O o z- GENERAL NOTES: I. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK, 2. ALL CONCRETE TO BE 3600 P.S.i COMPRESSIVE STRENGTH. 3. THE 6" OPENING SHOWN MAY BE INCREASED TO 8' MAX. IF DEEMED TO BE NECESSARY BY THE ENGINEER. 4. ALL CATCH BASIN OVER Y-8" IN DEPTH SHALL BE PROVIOED WTH STEPS 1'-2' ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD, 840.66 5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. 6. JUMBO BRICK HALL BE PERMITTED. 7. FOR 8'-0' IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12' WALL TO W-O" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0`. 8. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED. 9. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH. 10, REFER TO NCOOT STD, 840.54 FOR COVER DETAIL. 11. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC OR STONE ON BACK SIDE, 12. TH,S CATCH BASIN IS NOT TO BE USED WATHiN STREET RIGHT OF WAY UNLESS OTHERWISE APPROVED BY CITY/COUNTY ENGINEER. DIMENSIONS OF BOX AND PIPE REINFORCING COVER DIMENSION PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y TOTAL D A 1 B H(MIN.) NO, ILENGTH NO, LENGTH M. F I G 24" 4'-0' V-8" 3'-5" 1 2 1 3--9' 8 5'-1' 33 1 V--4" 4'--O" -L sA��:�, LIP SPREADER "B"� { w FABRIC STAPLED IN PLACE�� 0-6' l MIN. FABRIC EMBEDMENT "B'!„J SECTION "A -A" "B" tW WA" PLAN _ VIEW_ PROP. GRADE EXISTING GROUND GROUND AMERICAN GREEN FABRIC "B" I ii"A" UP OF LEVEL SPREADER /I-- PROP. GRADE 41 Ds' PROP. GRADE tr �\ />------------ 10' MINIMUM L►"A" SECTION "B-EJ LEVEL SPREADER CHART SPREADER NO. L (ft') W (ft.) BOTTOM LP ELEV (ft.) ELEV (ft) 1 20 16 3-83 1 4.43 TYPICAL DETAILS - LEVEL SPREADER NOT TO SCALE SEDIMENTATUN AND EROSION CONTROL NOTES: A. CONSTRUCTION SEQUENCE: 1. INSTALL SILT FENCING IN AREAS AS SHOWN ON PLAN, AND OTHER AREAS AS REQUIRED TO PREVENT OFFSITE DEPOSITS OF SEDIMENT. 2. CLEAR AND GRUB ROADWAY AREAS, REMOVING TREES, VEGETATION, ROOT, AND OTHER MATERIAL THAT MAY AFFECT FINAL ROADWAY STABILITY. 3, BEGIN THE GRADING OPERATION AND INSTALL THE STORM DRAINAGE SYSTEM. 4. INSTALL INLET PROTECTION DEVICES. ADJUST DEVICES AS NECCESSARY DURING GRADING OPERATION, 5. PROVIDE TEMPORARY STABILIZATION VEGETATION AS OUTLINED BELOW IN DISTURBED AREAS. ALL TEMPORARY VEGETATION MUST BE IN PLACE WITHIN 30 DAYS OF LAND DISTURBANCE. 6, CONSTRUCT ROADWAY, UNDERCUTTING AND REPLACING UNSUITABLE SOILS AS ENCOUNTERED, 7, PERFORM FINAL GRADING AND APPLY PERMANENT VEGETATION AS OUTLINED BELOW, 8. REMOVE TEMPORARY EROSION CONTROL DEVICES. B. STABILIZATION AND LANDSCAPING: FINAL SLOPES IN ALL GRADED AREAS SHALL NOT EXCEED 3:1. ALL SEEDING AND SODDING SHALL BE IN PLACE WITHIN 30 DAYS OF LAND DISTURBANCE AND/OR PROJECT COMPLETION. 1, FERTILIZER: APPLY 3,000 LB./ACRE GROUND AGRICULTURE LIMESTONE AND 500 LB./ACRE 10-10-10 FERTILIZER. TOP DRESS 50 LB./ACRE NITROGEN. 2. MULCH: APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. 3. SEEDING: A. TEMPORARY VEGETATION: IF TEMPORARY SEEDING OCCURS DURING WINTER, EARLY SPRING, OR FALL, APPLY 120 LB./ACRE RYE GRAIN. IF TEMPORARY SEEDING OCCURS DURING SUMMER. APPLY 40 LB./ ACRE CENTIPEEDGRASS. TEMPORARY VEGETATION MUST BE APPLIED WITHIN 30 DAYS OF LAND DISTURBING ACTIVITY. B. PERMANENT VEGETATION: APPLY COASTAL MIX CONSISTING OF 50 LB./ ACRE. PENSACOLA BAHIAGRASS AND 10 LB./ ACRE GERMAN MILLET_ APPLY PERMANENT SEEDING BETWEEN APRIL 1 AND JULY 15. REFERTILIZE THE FOLLOWING APRIL WITH 50 LB./ ACRE NITROGEN. C. SODDING: (IF REQUIRED) PERMANENT VEGETATION - SELECT COMPATIBLE SPECIES TO PERMANENT SEEDED TYPE; INSTALL WITH LONGEST DIMENSION PERPENDICULAR TO THE SLOPE AND STAPLE IF NECESSARY; ROLL SOD IMMEDIATELY AND WATER TO 4". C. MAINTENANCE N/F PERQUIMANS COUNTY COMMERCE CENTER P.C. 2, SL. 49, MAP 4 D.I. 02 RIM 12.5 r_ INV. IN -8.78' INV. OUT-8.53' y° NCOOT STD. NO. 840-15 x N/F CELIA BOYCE HEIRS D.B. 25, PG. 524 , N57 O05 •E 5.49' N Ap9° np O? SBB` 'S 3 S� NgIIELLOCATION OF PROPOSED 24" HDPE N46'O7 59"E N62•q '21 � �. 5p '�� PIPE IS APPROXIMATE. CONTRACTOR SHALL ADJUST PIPE LOCATION AS NECESSARY Z 96.92' 59.97• TO AVOID EXISTING TREES. CONTRACTOR LEVEL SPREADER ¢ F SHALL INSTALL LEVEL SPREADER DEVICE AT E &V END OF RIP RAP APRON. N�gg115 INFTTRATION BASIN OP OF BASIN O EL O 6.00 y5 - BOTTOM OF BASIN O EL. 4.00 �• ' CLASS "B" RIP RAP - SIDE SLOPES 3H:1V 1 �6 75' A.E.C. G. N485833'E N38 6' AADE X 12' LONG X IS' DEPTH - AREA O ELEV. 5-00- 11,680 SF 1 x Q' 10g.53' i TYPICAL RIP -'RAP 55.96' e °�1a `Pr VICINITY MAP CLASS "8" RIP RAP � PROPOSED � �S��K� � DETAIL (NOT TO SCALE) 00, x`o' 4.5' MADE X 9' LONG X 18" DEPTH BOTTOM OF BASIN -. 1 RETAINING WALL\ B.W.-RIVER BOTTOM O PROPOSED CONCRETE NOT TO SCALE Lit BY OTHERS x'S Y, 4. opt s �-�" BOAT RAMPS 1 F.E.S. #4 d F.E.S. j1 TOP OF BASIN `�` 1 4 7. 4.0• INV. -4,43' iA Q, INV. -4,00' y - - • TTM L�4L NCDOT STD. NO. 310-01 O NCOOT SM. NO. 310-01 Cp OF BANK A -, �o '7"g," Al 5 9 1. OWNER: SHORE FLYTE MARINA - �' =- _ �__. -_•�-" 1 pR�'o`,�x�"� MR. TONY WOODDISSE - �� --'-r-- -� -•-' `� w , o. o yd �� 168 HWY. 158 WEST PERQUIMANS RIVER CAMDEN, NC 27921 �, (252) 338- 7724 f_NCE r Op 5EO 51L 3 C.Y. ; RIP -RAP PROPOSED BULKHEAD STORMWATER MANAQOIEVT CALCI�ATIONS ELEV. 8.0' J.B. #1A f -Y+- - -- --..-=�- � DRAINAGE AREA RIM - 9.50' - INV. IN-6.53'(N #2) I ..�� -.� ---�`1 ' } 2 / INV. 0UT-5.00' (BYPASS) 0 .i, �' 9-` 1� NV w �6 INV. OUT-4.13' (BASIN NOA) �4p? ''!� :x b7 DRAINAGE AREA 205,348 SF 87,812 SF x �QE `x PROPOSEb G AVEL 4 4.71 ACRES 2.02 ACRES x`y� x�\ T.W. 0.W. 6.7 IMPERVIOUS COVERAGE 101,462 SF 23,315 SF 2.33 ACRES 0.54 ACRES 49.5%) { 26.7% ) T.W. 8.0' O p' - �A�t .' ,,s1 OFi7 �i �.,.a.o„- REQUIRED VOLUME OF 0 � :2 STORMWATER GENERATED 8,467 CF 2,131 CF FRS �fit.- BY 1.0" OF RAINFALL � � x / 1� JJ T - .0 T.W. 8.0' a«y PROPOSED $87 , \ RETAINING WALL PROVIDED VOLUME OF T.W. 13.5' T.W. 10.0' ELEV. STORMWATER STORAGE kp0 Y T.W. 13.0' 8-W 8.0' $.W. B.D / T.W. 1 B.W. 8.0' B.W. 11.02' NOTE: BASINS ARE DESIGNED TO PROVIDE ADEQUATE STORMWATER �/ I,.•,_ _, �6 BEGIN RETAINING WALL x INFILTRATION FOR 1.0" OF RAINFALL. MATCH EXISTING GRADE x1 12.4 q�g 4� PROPOSED ? J\ 1 .$' PROSE POD GRAVEL• x O?"tN� RETAINING WALL / "j �'iA MATCH EXISTING GRADE \ - - - - 3 75' A.E.C. Lo C) " ( • Jam'- � '. � ` r 1 00 ;. �' BM i260' N/F N PERQUIMANS COUNTY GRAVEL CONSTRUCTION ENTRANCE 00 / IP COMMERCE CENTER POST (TYP.) A. NCDOT #5 OR # 57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN. L • ; , 4 a t4`o; ` `� B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED. k+ �.'•„' ~. a a P.C. 2, SL. 49, MAP 4 C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. 1 .Oa' ' , • 4.• . D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD a ONTO STREETS, PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. ,ry INLET E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY, oop A e • 14.9' . .4 .. SILT FENCE �p� •Q FABRIC (TYP. j d- r \ PROPOSED S,: ...,'. ,.•''.-' 1 BUILDING ta. 14+ .:r:+ r�• A> } �ROPC)SED GRAVEL.' ' '.:' 'e SERVICE AREA 4' MIN, TRENCH FOR SEDIMENT w,�,. z; • •' •� ' ' I SILT FENCE-� STORAGE UNTIL AREAS cr>M`r a , „ �E - A*FABRIC (TYP.} ` ARE PAVE) 14, ' 14• 14.2• SILT FRAME-- . � { ..`: T; M'.�`�-,•'.' �;^'�`'. ": ° • 4 L 5 FT. RAIL \ i.,,. N r RIM - 13.5' INV. OUT-9.72' NCDOT STU. NO, W-01 1. CHECK TEMPORARY EROSION CONTROL DEVICES AFTER EACH SIGNIFICANT RAINFALL AND/OR 81-WEEKLY. REPAIR AND REMOVE SEDIMENT BUILD-UP AS NECESSARY. 2. CHECK STABILIZED AREAS AFTER EACH SIGNIFICANT RAINFALL EVENT. RILLS AND GULLIES MUST BE REPAIRED, RE -SEEDED AND MULCHED AS SOON AS POSSIBLE. TEMPORARY DIVERSIONS MAY BE NECESSARY UNTIL NEW PLANTS DEVELOP. BARE SPOTS MUST BE REUMED, FERTILIZED, MULCHED AND RESEEDED AS PROMPTLY AS POSSIBLE. YEARLY REFERTILIZATION MAY BE REQUIRED TO MAINTAIN PRODUCTIVE STANDS. 3. PERFORM ROUTINE MAIN TENANCE(INCLUDING MOWING AND CLEANING OF ROADWAY SWALE) ONCE FINAL STABILIZATION HAS OCCURRED. OO - E.I.R. - EXISTING IRON ROD 11 D. NOTE: + 13.6 - EXISTING ELEVATION , t4 �� 11V PROPOSED ELEVATION x THE INTENT OF THIS PLAN IS TO: - DRAINAGE FLOW -- MINIMIZE THE EXTENT AND DURATION OF DISTURBED SOIL EXPOSURE. - PROPOSED ASPHALT -- PROTECT DISTURBED AREAS FROM STORMWATER RUNOFF. -- STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE. - PROPOSED CONCRETE -- MAINTAIN LOW RUNOFF VELOCITIES (AND PROTECT AREAS WHERE THIS IS NOT POSSIBLE). - RETAIN SEDIMENT ON SITE WITH SILT FENCING. .7 - PROPOSED GRAVEL THIS PLAN REPRESENTS MINIMUM SEDIMENTATION AND EROSION CONTROL MEASURES. x ADDITIONAL MEASURES AND DEVICES MAY BE REQUIRED AS CONSTRUCTION PROCEEDS. - PROPOSED SILT FENCE C� - PROPOSED CONST. ENTRANCE PROPOSED IP - PROPOSED INLET PROTECTION t8" C.M.P. O 1 - - - - -`1- ` WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, „ x 10' MAX 6" MESH SPACING) EXISTING ROAD NOTES 36" MIN FENCE POST, DRIVEN, 16- ,NT.O WOVEN WIRE FENCE TO E3E FASTENED 5ECUREL} ^POUND TO FENCE POSTS WITH WIRE TIES OR STAPLES, 2 FILTER CLOTH TO BE FASTENED SECT.#RELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION 3 WHEN TWO SECTIONS OF FILTER CLOTH N/F ti hF/a ADJOIN EACH OTHER THEY SHALL BE OVER- `�l>FR PERQUIMANS COUNTY of LAPPED BY 6" AND FOLDED. COMMERCE CENTER 4. MAINTENANCE SHALL BE PERFORMED AS hp�S�L NEEDED AND MATERIAL REMOVED WHEN P C. 2, SL. 49, MAP 4 kp�No R�fQ BULGES DEVELOP IN THE SILT FENCE, 5. PROPOSED LINEAR FOOTAGE OF SILT FENCE: 850 I.f. SILT FENCE PERSPECTIVE VIEW WOVEN WIRE FENCE (MIN 14 1/2 GAUGE, NOT TO SCALE MAX 6" MESH SPACING) POSTS: STEEL EITHER T OR U TYPE OR 2" HARDWOOD BEFORE YOU DIG ! CALL TOLL FREE 1-800-632-4949 NORTH CAROLINA ONE CALL FENCE: WOVEN WIRE,14 1/2 GA. 6"MAX. MESH OPENING FLOW FILTER CLOTH: FILTER X, MIRAFI 10OX,STABILINKA EMBED FILTER :CLOTH T140N OR APPROVED MIN 8' INTO GUND EQUAL UNDISTURBED / GROUND PREFABRICATED UNIT: GEOFAB, its ENVIROFENCE, OR APPROVED EQUAL SILT FENCE SECTION NOT TO SCALE --------------------------------- PROPOSED � BUILDING 0 REFER TO SILT FENCE �+�• SALES AREA °' I DROP OR DETAIL FOR SILT FRAME 06 CURB INLET - FABRICATION x x x��. I INFORMATION I IP SILT FENCE INLET PROTECTION <' INFILTRATION BASIN NO. 2 70 NOT TO SCALE DEPTH VARIES 14. 1a. ' 14. - TOP OF BASIN O EL. 12.75 0 0.5' MINIMUM - BOTTOM OF BASIN O EL. 11.5 - SIDE SLOPES 6H:1V - AREA O TOB - 7,133 SF N r. �' VEGETATIVE COVER VEGETATIVE COVER 14.1' 14. - SPILLWAY ELEVATION O 12.25 ft. O - OVERFLOW DIRECTED SOUTHEAST m m .'' INTO EXISTING DITCH , 0 ' , : I x SLOPE SLOPE 4 1 4 13.0' VEGETATIVE COVER 13.0' VEGETATIVE COVER 12.25' j 1t 5' x �� H&J-PAD � SLOPE SLOPE 6 f, 7' PROP, C�6 . BOTTOM OF BASIN STORM WATER �,.-. TOP OF BASIN J BASIN J2--CROSS SECTION 13. 135 NOT TO SCALE Sul 10.61' iA � I ex DITCH +-- x 551 18 46 W 375,00 - _ _ _ `? VEGETATIVE - --- -- - - - � -- ..- - - � .... --- _ - - OVER 50 50 MATCH GRADC * H FN!.71N1 "o, GRAVEL D+ij A SLOPE SLOPE l� 3 g mill 4 �)' i JEGE`A'!VE COVET STORM WATER , I BASIN-- i CROSS SECTION 5O x5 D SO `► NOT TO SCALE I 1 inch 50 Sk. GRAPHIC SCALE - VN\lol TOP OF BANK OUTLET DITCH CROSS --SECTION NOT TO SCALE 40 SLOPED M.N- ' '8 PER 6" Ai.�CREGATE TYPICAL GRAVEL ROAD & SWALE N T.S. 0 d G I, 1. I fy}'' i. A 1 f 1 { I �.'I `. J I r, t ' - x'` ' f .i 4(` , ', :f•�., I''', I ! ,I. „ F .!•, . '. . ! ' ,4f .. ', ..i,}. ,, f .` �F.': "61.. a "�',y, ,F-. t •' .. :e.i f :..,.- ..� ,i[,' i' fly i.. Y , . a xF,.t� . �' i. I. s.., d .. i .. _.:.. :a . w : 4,1 _ 1. _ :�, - -n ., . i -. ...,, ': '�'°,.:. n. �-`...-. ,:7 f,, .'; ! n :, t "N+ .`f�'Y fi ,' . ^.'' x #l'.�'F .. :t- -.:. .. i7. .' _ •- ' -. - �_ .' , ,. ... -:. ..W�,,�.,r3 , h ,-. : r -. W -1 #.- .n., .: , _a :, WT , 1 m t i:" n - .. `:.''nC 1 t::a.. , d, ':'�?F_ k - x t.. ,,!, s. M1 {:. ,:'b •. .,.y7 .`:':' - � ' it F �y.,;,. �. r '.-�a i "f A_+',: : F $ ,-'W.:.h ..i. 4 ',5,\'' :. Vie. -..:.. yl.:'. 'tEf ? -�;.,f ; ''� I ,x§ _ - - ': 'i z Y" f 4 '::r • - .. - . . I In. . ,alx:. rt: . .:. .>,� .: ... s. ,... ,,-: _. ,- - .. -o-. _ ......: . 7 t_.: .. w .a'�... : .: .- A' x' .. ... _, .%:,.. _ h .- :. .,- .'.. ,. .:. .. ._, ... : :. SY.. ,.., .-.'F', _' h: i -'k, P'.• .. +? '. J': .%. .. I. ,, .. .. . ,. . .. f.. ,. �, .. , : ,: i >t.: - . "t- c x r} yy ,: ,- f .I -:.. ..RF r- v,: ,.- :.. .. .. e: -., :. .. :.- - ..-... 4 1 'L . ..\. I*._ b.. x-. .. .. _ . i ,.- .:: --, ` y, 1�,y u M. .. . y -., 'G,., -,.. a - }. t , 6;. y ,K. _ ... ,.. erF- .- ": .. .. •A h`�' ... .; - " r - ... _ 1. /. .. ► M 1 e , ; "a• ,I , , - :,, __._ .. 1 t. ...V - .._ r . _ PERQUIMANS RIVER p w�__ W . . . .. tl, , ... .,.�.: "�. -,,I (�:.�,"., ..V:I4. .I�L_�I-r..,'.-,� � (.-_."... .*,40t" .% I1�'.,� �.. .: . . � .- -� ,P. ,�-, .rR_ ��... .ftI:. . ,L".m �E"�. ,' ...1,., ,P.-. .-. _. .1'...T�'��PLIL_,.. . I. I.,I ;P:. �_'A, .,.,�I,:R\ .L .� 1.... _ ,.O 1 I�0.: -,. ..I,.L' . 1.. - %` .\L .,r.'1)., 0,.,.:. � -L.,' �.1 . � - ...," ..,'"\I- " , 1L"\......... I. ". r. & -I,"\,- O EE ED LE �!► ,- .. .- _- .,.... qL4 MiRTRATgM SASd1 t + .�Ijj . -- 1 4 i i M .Y • 1 , Y +�-Y_r,--_'T j/ / ♦ r ♦ .r • + . r . r . ra V r .' w y v :r "� f .•.. . • ice. \ r {. la d -1 s,. s ` / fLEY. B Ei .101 r . ,hti X i t 'r .+` R z \.., PROPOSED . ',, . ' . RETAMIM IG WAIN �"T 1 200� '_ :.' i.3 ' . v ' '' " , - " <' Bi fed RkTAYANC tlfllUl. CAR PARIXIMO 9'X18' X _ r : i w)2�'F y • "' r 10 MATCH EXI31MfG GR1" x \ ,�a.. l/��OI.KA� 8 11PAZS ` }. r y "II ' \ r ,.a x��' 12.4 w Ak2� AZ `i \ \ \ , F r _ - . .. ; r. - ,,; ,6 . .1 �'1A��- MATCH EXISIMiG GRADE � \ ., 75' A.E.C. . .-. - I . . . .. . . -. . .. . . . CE. .O.. . .- QW. U. IEI R, .C_. . _E -.,C. -CE- OI� .NU. T.I _N_E. . ",RiI. ll..l.. . . .1. . . . X 10*1 �. �.j ... .. .*.. II I �. .,�.,�� . ,.. ..i.... .D-�.,., . �� .1 , . . . ..,..,.,_.1...I. . ,"I.. �1� �I I1J "._-.,'.1� . .�.- -:.'.-I�!.,: . - --.,1II� .., "... - "-- ... :".1,.�:,, .IiL.�I:L:�.. "' - ! . -,.:..'�..," 41..".. '.,-.I ..* .-.�,-, . & .. ,�, .;'... .,'�_. -.I :,',�1�...I,,_, _,-.,,,1.iz ,..I: ., 1 , �,, .-,.-.. . � .,.% .1 .-_ "- .,:1�. ,41. ,.'�%."��,. �,.. .-I 1.* ",�,:... �'.�.- . ,. • '` i s \ .. .. NJI= •? - ' �. ; ,-� _ may. �. ry��', I" y r .d \. I- - - hRMANSY %1 """."r 1 ^i', J y•~r'` - .j �A P.C. 2, SL. 49. MAP 4 . , 1 ` 1i PERW MANS COUNTY 3'" .5�� w� ' .' • • ,' llw wm .A d.44. # CQRlln {+ENTE ,�� -,k 148.0. I�. P.C. 2. SL. 49, MAP 4 !+ A,.., r.r a ^ � X i. .. r - . s - K .4 CIF X - :*. ` : ' 4 M: StI1T Aio 11Gt [R ° LAWII pS ad .4 d `� :IrM� s tt��'ac5e1' r , . , PROPOSED' 1 r s. ♦ F' !�� a 1'..� .. e t a MlMA (T1cP.� �♦ . }.0 J Y 1•.r 44q•'% r♦J- { ♦ 4 q i } - - Y' 5 Imo. .. >ti "t • I 1tollsom TT1E'� �`T . e O . ,. o y `. NOT TO SCALE t /8" RADMfS JOINT SEALER .0� am ro +f•- A - . . �' . . I r,4 • . . 4. .. ♦ •A . . + 1. , a J. i ` k • i .. ' . y 18' - .. . (21E y . 1.it 1. OWNER: ��' ` wK- � . . 1654w.,11 I �.... } �tSl Z. ARI»A: 4,' ft . - 9 . aw�rlslr (9Wd mgft) 3. AS 'A.96 2.3L 41L MAP 4j.P,CJL 4k PROPERTY It .IN A FA" =K C AND FJAAL ZONE B 4 AS'SCAM WI P�IEL: 83MSS- 40 1 D AND �370184 0105 9 � 11 5. iMP� LOT DACE: .o PRE MUM - 20.247.5 f L / 4JX PR NVM. WAVEL - 61,346.7, qq fL r Q NCRE`1ET - .2km d a. R% TDAL -- 124�2 VICINITY MAP TOTAL. M MAW -* 124771 ma. fL / Z&M I (NOT To SCALE) & AREA OF LAND lSSi11 W4 AC�WTY -- =42.3 sq. & 7. PARKNIIG CLrWOiL.ATItlNS 17 TOTAL 'PAS PROWED FOR RETAIL (2 AMBLE) 8 SPACES FOR EMPlr41EES & REFUSE COLT ECT10N TO U1l11lZE A SCREENED DUMPS'TER PAD. 9. A DOT Mff-OF-WAY EN W04MENT AaIEOM-AT O#ALL BE OBTAOM PRIOR TO ANY 91IP1iOV� Now OOMMUC'IFD MA1w THE R/w♦ 10. THE CONTRACTOR IS RE ENO" M R VERFVM ALL LEVELS. LOCATION, TYPES, AND DIUDMONS OF ANY EXI51M UTMIIM 1 P�RI.O�Rt 'O CGIOI TRUC flDN. ,.IF ANY LDIS OCCLIK WOW SHALL CEASE AND 7HE � ME N � LM WORK MAY CONUM UPCFI NOT10E FWIMENGINM TO PROD. 11 • CONTRACTOR 13 24SWE FOR ADJUS 00 EXIS'W UTLIME5 AS NECESSARY TO WST'ALL THE PROPOSED UJITElTiES AS DETALED. IIIIIIIIIIIIIIIIIIks s CONCRETE CURB AND GUTTER . yfi; i a . 13 - ' 2QU& NgTI"s: 1- A GROOVE JOW 1" DEEP WITH 1�8- RADII SHALL BE REQUIRED W THE CONCRETE SEEWALK AT 5 INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUN ED AT 45' INTERVALS NOT To EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1 /2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE B" THICK. 3. WIDTH OF SIDEWALK ON THOROUGWARE STREETS SHALL BE A MINNriUTA Of 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETSMINED BY THE CITY/COUNTY ENGINEER. 4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE A MINWJM OF 4'. S. SIDEWALK TO 8E POURED TO END Of RADIUS AT INTERSECTING STREETS. 8. CONCRETE COMPRESSIVE STRENGTH SWILL BE 3600 PSI. IN 28 DAYS. '* "" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT) 6 is � PE -. -. SLOYAIMES - �- PROPOSED ROAD SECTION CK64 `OW FILLER + L-'-- PROPOSED 4" CONCRETE SIDEWALK DETAILS SHOWING E4PANSION MIS iN CONCRETE SIDEWALK "7LQ- .,-] r-% .. . '. . URCM&Clum 504 E. Elitabe#h Street, Suite 1 Elizabeth Cit North Carolina 27909 Phone: (252�338-2929, Fax. (252)338--1117 Internet Site• htt ' //Lowy mclKiencreeKl Corn . p. 17l► ,MS' -F. �+ 1 I - y, . 4 : : :,.. . „ 1.: . , ,a,.:: ,'.. w ...E ,.g.. .:- .- .F. -. -„ -, ..- -. ,. xa c ,.. ... -, _ :.'. ... -: :.. .- :.- .. :. ... - .. t .. _ .. :w�a - -' '- ' ... , ., .. ,: ,... _-:-.:::'��-- , .., :t ..,. ... i:i :.' _ . .. i;l _'.y .::' tl u i r `.'C•L '::x-� e A• :: A. 3y �.�a '.�s. •.. .1. r. ., e? '+:' .-. :. . . . . I .11. -.. ,!, " :�' ,-<,. r•._w: .;fir :ti. ':. 4' ,:'s., 5,. - �,`: ii �, �.x}.,- r-.r�.3 ..''a_a' ,re-. ... ,_.'fir 4.jn,;r''z'.., .' '' 1. +, % ., : ....'[a' 1 -. ra :`r:.f'>�, r-'�_-.r -.[. ___-_-1: , r.-.=-F.'-1 ri 1---r�r-1- I a - __ _ I '; I �, _ _ _ ` �,. I S , 1 f r! 1 ., i i„ 5 i . % r r' I ! i 5I 1 I L �i 4, 4 1 i; , I 1. 1- ! 1'i , I ! :. i1 1 I 1 t •,, Sri 1 .r d - 1 :;" 11. 4 �!1 il; • y.. r. ..,.*. �: 11 f. 4 ,i -. .. . ... -„ . . .. .. - .. Ili �) .: ; .,.. 5,- i... .V -i.A. �1 rr.r.:t i .I.;.e -1 -i, 1,,, 2.5' Curb & Gutter 2" 12 ASPHALT 6" ABC ----' coMPAcTEO GRa OR COMPACTED SUBGRADE UHUtvr UUk uz� PgvG ;C551a1 y WITH CURB AND GUTTER N. T_S. ST RE HI SITE PLAN PROJECT # : 20WOM OF PROD. sm : 8Lw DRAWN BY : 9F`A ��F RI.YTE WAND FIELD SK.: COUBT COMP. FILE : 80/97E . FOR DATE : 8-13-01 vw 8 SCALE: I" SHEET # : I OF 1 NORT 10JEST PORTION OF LAND RE©ORDW AT P.G Z, SL" 49, MAP 4, P.C.R. BETWEL TOWNS141P PERQUI MANS COUNTY NORTH CAROUNA DwG. 0 : C-01 i � ` _...._�. __ ----.:. ! .-,•1,'..- r'2•_J'_----S�.t-_�-iLA ifs 3- ,A Lam:-]'ie'In, - ' k, - .«.5 ., - .;fie '• .: ,- -. < ,rt '- �� - t� .r:Y�. y. d-"�_. :'?� P/; ':i'S'. -W - X^' 4r:: - A RMN", v. ..'YE a • ..• .. _ :., ,.- 'L + .- . .. ..1 .: '�, J.. �_.... .. kh., o. .,- i-- J. PROM ♦ Fr i' 1 . � i •r. rk ia ` < � .� .-- a• DRY' Td n n y l � a CLA45 �' W R/IP' 1� �i lL tt Low % W a" �5' A.E.C. r x . O 11IM'ILTRATII�1 Nl?. 1 X� - BORidi'�Na N IL RETAiANG M1AL11 &w-r CLAO • 9SCOPES 3kIY 4.S 1=r LONG X r 0" - ARE10E A • S". &*Do 21.W 9F BY O111ERS �: ,r1�pVEN 1 (MIN. 14-1/2 GAUGE. _ NIK•O.s3' 11ESII S AdN6) NCDOT SA NM 310-01 = �-.'� 9 6 -~•�_ �` r ' y. q-W. - 6a5 g Q PROPOSED CONCRETE - " BOAT RAMPS PERQUIMAN PROPOSED OMMEAD i ELEV. E.D' ' ,'� / • �� Tier w� , ' '�• , / , ! ' !. ' w T. _N 1 51 LW- Ia.O' T R wD11LL1YALL �. . B &0' 9.w. 8 �ft AW-" AS :84'*W Ch. PIL^ AND . ©fit r ' '� i = ref KW RETAMI•If' +TALE -x .: % y : • k w:. r .F. •., �. �1L, MATCH COSSW GIVAE x 'VIMETIAM ROOT.12.4 PROPOSED ` # a ' • ' ` ' �AVFi. R x' �N RETAMONG WALL OE •: �d lE�i• MATCM EASTING GRADE ` ]yr ` �•:. 75' A.E.C. 3.-!'+?' ....k=C _ a,.. ..tis' r, h.:, �'S'a •1• .sue .3�« � •� 5. ,Vf"WA"RON[ AS 0U1r1lIr1F."01"w 104, 110a1R{ s' I.w+�� (��Sir' l F ..... Y li7i PERQUIM TY � AM flIEPLACII140 ~TA" SOLS - T- v-t s , •_ . L j ANO APPLY P�T VEGETATM AS OV11JNED BELOW P.C. 2, 5L 44, MAP 4 L`_ - �' �.�' oo�rittorDE1lICES.. B* ,..' , I j N/F PERQUNvIANS COUNTY POST (TYP.) '�sc~ FINAL IN ►tit GRADED AKAS SHALL w �+xx � '� - � - , ' � •• ' � I COMMERCE CENTER ,. �+o � .: .t:'� Aw sawm % lilt., mE I% �E varrm 3o SAYS INv. rf .�s �a' • ,` �' - � Ills/ f • P.C. 2 SL. 49 MAP 4 ` OF Como� ��N0. MD-1x :+s.:. --,!r' ' Q P P INLET T, R s, APKY �ir _LO./ARE QROV AfiRlf;:U1L7�1!!E N vmmtdw "500 LO./ACRE 10•-49-le FEItIIUZER- TOP DRESS �' A � 'll ° SILT FENCE 2. 1 l"A"N .Y 4,WO, BLS./ACRE STRAW.AMI+" 'STRAW by TAGyCNG � � � PRROP�/� OS��ED FA RI (TYP. ) A>iRMlii.T ' 'I�IE'C11IiG. OR A MULCH �01. TD, y � . ., , . I . 3 � � i' .PA�OS�D•{iRAVELI. t . ° • ' a SERVICE AREA " n • I '. Ot AGM: = r °'!W(��IiRY r . 4' RAIN. TRENCH FOR SEDIMAEN7. � I' � � 51}.T FENCE '`: "� STORAGE UNTIL AREAS & : T OlISF ' 00 r Il *LY 120 (,8 /ACRE .. Fib . ili,+i a . , ° 4 FABRIC (TYP.) ARE PAVED JIVE r,u Wiwi X! 0111^00w 40 1IWATiE1F+i MUST SILT FRAME lM' 4/`4At4lb DIS M .. AC"WW. / At �s OF 50 LB./ Aft. ` • T ,• 111rR1►SS' AW 10, ` A/ A= Y 1 . !I'!ri JIS.Y 15. iiEfERTri IZE PROP �NLOiI,IG REFER TO SILT FENCE *m �'iRC 1, DETAIL F T FR ` ; C• . �fiA71CM SECT COMPATIBLE SPECIES FABRICATION c B� x SALES AREA S ( DE L OR SILT Alm I�i'+�L:'1IB'IH LOOMS? SON ,'PERPFNDICJLAR �p pp�(� 4 RBI . ]J�6' �� T 1ti. x x ° x�� I CURB E?�lLET NFORYATION ."4 TD A* STAPLE IlMECESSA". ROLL, :SOD IMIMOXATELY AND WAYM TO INV. o►1]bs•> r � . 1 41 V Q SILT FENCE INLET PROTECTION IftUATIOII PAW UGa 2 16 NOT TO SCALE c � � +- IIOIT41/A91 � E4 11.5 1. Y 0" CONTROL DE AFTER i`J1Ck1 S1p+i1�ArN? RAINFALL � � � ]�0� « 7�is.>; SF � s + 1 Y. 'REPIYR A p E swum lM.D-lN� AS i+ CES61,R�/. _ tS Af i EAGF1 �p It IWT RA FALL >wiUT. ILLS AM OULLIES wTo tas�INc�i�t}�,�25 ni � ry ��a.,■� a` .may=�.w1 - 30 . VAS 1 fI Ake. AS . *M Ig b Of* WW KAWTS iOP. X ` ��I I �" i �k. I�1 > ��L 'irr4S PRt�I��..Y y ,;r' � / ..-• � 1 � x Y 111EAY AK REQU YO UANT`NN PkOgUC tVE STANDS. ~'Em AND CUEAWIM OF I!i0MWAY o vaq. STAmuzATAON �FIAS OGCU�ED. r .. , • ] VEGETATIVE COMER EAR. - EAS'R18 IRON ROD 44 � �, ! 13.0P + mg - :.E)GST� EL,fVAi14N ♦� � � y� `� i x x .PROPOSED ELEI1ATKiN X� # 5• x �� I SLOPE SL06PE a' *9 11tYW OF THIS PLAN IS TO: woo - *DRAINAGE FLOW � � -� i � AD 1 11.5' 1 kq 13i1RA'ti4N'Oi-(i1STU1�EO SqL IrXPQS1JRl:. � - PROPOSE ASP1il1I_T / •� .� �' J1REi1ZS FROM SGtOR A ��---� P�POSED Tf �T'TaM OF sAStN �.. .. , ' $ - S1�� AREAS !A$ . "' P " h_I_I t _ STORM MIER *110OW'1� (AID PACT AREAS WHERE V4S #S NOT "POSSIBLE). �12 It ON 917C PATH S4-T fTl c. [� - PROPOSED GRAVEL >9P OF 7�1 i""'� Tlk11S. `f5 MllMliltU& `gnwv IrR"iOM AMD EROSION CONTwv. MEASURES. NOT To 4- AIid1�C� �S AN[) DEVICES MAY BE tREOUIREb AS CONSTRUCTION PROCEEDS. 'p� EDS. x "-`- -PROPOSED SILT scALE . � - PROPOSED CAST. E#I1TtMICE PROPOSED - PROPOSED INLET PROT€C11ON 14 �k: � -- •--»-- ----- -- - -- -- - - -- -- -' �y--..,.:.__--'Pic I - - - - - - - y------ F] arc" _-----------�-�- ` 116 --------------------------.. _ ...-- �F=-----------�i VEGETATIVE COVER � rA]�clt 0lABE �•` x� - - E)O51M1G 20' cXtAvEt aRIr4 - - .�' _ EXISTING ROAD px .�. ._ _ ... ._.._ -.._ •_.._ ._.._.._ ._.._.._.._..� - _. _.._ ._. _.._ ._.._. _ ._ SL03PE SL�E 4.O' 1 ,t_ •r °4- . _ N/F 9O 2S 0 QD NOT TD SCALE E PERQUIMANS COUNTY +" DEPTH VARIES ' 0.5' M"MUIrt COMMERCE CENTER ' .., GRl wC SCALE oETATIVE COVER VEGETATIVE COVER P.C. 2, SL. 49, MAP 4 SLOPE 1u 1 i 1 4 s' DATE RE1AS10N IN171AL o � O S5 4-14-00 Si0R11trATfR CALM SFA Nf1MM&CRMD 'L -26-01 NEW P01D SUE NO CALLS. SFA 504 E. Elizabeth Street, Suite 1 3 Nw To � o so Elizabeth Cit , North Carolina 27909 025896 i Phone: {252�338-2929, Fax: (252)338-1117 C SCAus Internet Site: http: //www.mckimcreed.corn 4 to • 5.0' 00 47 �i (NOT TO SCALE) A 1. OMII4M WW F,7�riyr��t11yyVi' ' 4RO MARNA 1M.7.li. In Lot �. 150 ww �� DRAINAGE AREA 1 2 DRAINAGE AREA 205,348 SF 87.812 SF 4.71 ACRES 2.02 ACRES IMPERVIOUS COVERAGE 101,462 SF 23,315 SF 2.33 ACRES 0.54 ACRES ( 49.5% } ( 26.7X ) REOUIRED VOLUME OF STORMWATt:R GENERATED 8.465 CF 2,131 CF BY 1.0 OF RAINFALL PROVIDED VOXUUE OF M CF STORMWAT>:R STORAGE 3.72111 CF NOTE: BASINS ARE DESIGNED TO PROVE ADEQUATE STORMWATER I (FILTRATION FOR 1.0" OF RAINFALL, e ,GRUEL CONSIRUCTIQN ENTRAtJ E 2S COVER A. NCDOT #5 OR � 57 WASHED STONE SHALL BE USED. PAD TO 13E 50' X 20' X 6' DEPTH MIN. 9. TURNING RADIO SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO 8E PROVIDED. C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. - D- PAD MUST BE MAINTAINED IN A CONDITION WHCH MALL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING MR1H STONE MALL BE NECESSARY. E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY. } VEGETATIVE COVER TOP OF BANK :A y r 3 FT. RAD. , w OUTLET PIPES (2) 24" HOPE PIPES 40' 5' 10' 5110ULDER SCALE ,LVF'ED MIN. 1 8" PER FOOT 1" 6 AGGREGATE ,. GRADING, EROSION CONTROL. AND STORM DRAINAGE PLAN PROJECT 2046-0003 OF PROM. SVYR : BLw DRANK BY: JIIAC/CJB SHM FLYM M~ FIELD arc.: COLLECT COMP. FlLE : 80 IV FOR DATE : e4g//#!t"! Y SCALE : 1 m T SHEET 2 OF 2 NORTHWEST PORTION OF LAND RECORDED AT P.C. 2. SL 49. MAP 4, P.C.R. BETHEL TIDVMdSHIP PERGL�MANS COUNTY NORTH CAROUNA DWG. lI� : c-C3