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HomeMy WebLinkAboutSW8120110_APPROVED PLANS_20120213STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT C79 APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD as LEGEND i z 3 POSI77�E D 77 S�'ALES w PPS f RAINAGE {I.E. AS REM) NO STANDING TO MORE NOT RELEASED FOR CUNSTRUCTION t �P I 1 POSITIVE DRAINgG SWALES 1 ... E {I.E. NO Qb TO A-�. ,+ ,wok .� ... -� STANDING WATERSORE -•--�� \\ S �-,_ _- PP ARE FEI INV `.-�_ Iig "4 Ti + 8 ROOF DR GqA VEI �- EIP - EXISTING IRON PIPE 50 SI TE EIS - EXISTING IRON STAKE SIS - SET IRON STAKE f ECM - EXISTING CONCRETE MONUMENT ELEV ® = TQ-- 0.50' 9� EPK - EXISTING PK NAIL *TOP OF CURB (TC) ELEVATION ELEV ® =0— 0.33" � '1 MBL - MINIMUM BUILDING LINE (SEE GRADING PLAN) CONSTANT ELEV T + 0.06" S R/W - RIGHT OF WAY ALONG ENTIRE PARKING BAY. ELEV ® =rrCj+ 0.20' 4j STERN BLVD EOP - EDGE OF PAVEMENT COI CONCRETE WM - WATER METER PARKING QG SSMH - SANITY SEWER MANHOLE o, h'�• ZI PP -POWER POLE Q m m Q E7S o1 LP -LIGHT POLE "+ 4 2% �0% afl - 27. _�.. DI -DROP INLET '" �- FRONT OF CURB CB - CATCH BASIN 0 C CURB O a FACE OF CURB m o INV. - INVERT o oa01'� --BACK OF CURB l = _z_ s OVERHEAD ELECTRICAL LINES GRASS ow ao GRASS { '1 (L ,• CENTERLINE SIDEWALK FRONT EDGE I 1 � GI M BRANCH ROAD - DISTURBANCE LIMIT - DOUBLE CONCRETE BLOCK FILTER CONC SIDEWALK \ ', = SILT FENCE SIDEWALK BACK EDGE HANDICAP RAMP ELEVATION SCHEMATIC VICINITY MAP -NOT TO SCALE NO SCALE l �L f RpAD PP O �. % GIRT 1 ' ~ 43.59 S. EASEM£N7GRESS' EGRESS I' I 171r.. �lxTr�R �(8 tlNrTs1 .3 � PR F$:4¢, PG: �x�x SL: S-18g I 1' 1 `_ '--- XCE 5 � NER SITE DATA BLOCK. OFFEATURES / Existing use (s): Vocant/Undeveloped ` \ Proposed use(a): Multi —Family Low to `_ \ / Moderate Income Apartment Complex Total S.F. of proposed buildings: 121,611.56 Square footage of existing building (a):-0— \ �\ Building Height: 56' MAX. / Number of lots: Type of unit 2—Story Multi —Family Apartments Current site zoning: B-1 & TCA E(s Proposed site zoning: 8-1 d: TCA Total aareage: 14.39 Total area to be disturbed 9.0 AC. total number of structures: 7 \. `• number of residential bldgs: 8 ` number of units per bldg: 16 number of unite: 88 units Structure Type: type 2 (wood structure) Open Space Required: 1G5.600 Sq.Ft. Open Space Provided: 441,06a Sq Ft. \ �� Density. 6.12 Units Per Acre ownership status : BHP WESTERN �\ tax map and parcel number: 330-10.10 d, 330-18.43 33a-10.53 di 335-18.54 330-10.33 do 338-18.34 Deed Book:1460, Pago:396 Deed Book:3863, Page:164 ` \ ` Map Bank:61. Page:153, SLIDE:N--107 Utilities Provider. JOEMC Water & Sewer: City Of Jacksonville Land Use Designation: High Density Residential do Regional � _ �— _ \ LOT COVERAGE: 29X (184.814 SQ-FT.) N�5 ~ OF � \4fl4 � � WETI-ATVD$ LAVE/-~ _ MI \ _,,.� FaacE_ 36" RCP \` EwSnNG 12' WATER MAIN RCP r a0 + ere �J .................. INV �J4r \ XIs�� W Xi571hIG a 111I MAIM � �r _J�— INV • ^ {f� l � r as CP 1�� t 2i14 RC 1 I I 18 RCP ers� ._�N_- 1 1 I � 1 1 1 I AS ` 1 1 1 1 1 Ns � 1 MIT of + 7 Ic EiS 1 + 1 R - - 48" RCP I q 1 �r � o. f TOTAL UNIT COUNT: 1 1 YJS� 8- 1 BEDROOM 1r 1 1 1 40 - 2 BEDROOM 1 INV 40 — 3 BEDROOM • �,� � � DRAINAGE BOUNDARY DRAINAGE AREA SUPPLEMENT / GRADING, DRAINAGE &STORM WATER PLAN / (TRIG. TO POND) OF WELLINGTON GROVE s�>� / / DRAINAGE BOUNDARY PREPARED FOR �► .� / ��, / EAST CAROLINA COMMUNITY (OFFSITE _ NOT TRIB. / DEVELOPMENT, INC. TO WE +h� ► aA� � N POND) JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC C A� � REVISIONS.RQ �/� PREPARED BY / 4/4/11 PER CITY COMMENTS .` . • F S8j �� 4/14/11 PER DEVELOPER COMMENTS : QQ °ti�.2 = JOHN L. PIERCE & / ASSOCIATES P.A. may 10/12/11 PER TRC COMMENTS—Z- 11/1/11 PER TRC COMMENTS _ S�Z NORTH CAROLINA LICENSE No. C-1888 11/15/11 PER TOM ANOERSON i8ra8 f�� 11/17/11 PER PAT DONAVAN—POTTS a•.,, ' 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 12/14/11 PER CITY 5rpRMwATER F, : PHONE: 910-346-9800 DATE: DEC. 21, 2011 12/21/11 PER ENGINEER i 1tCr�E�P �� „ , 1/16/1 P� owo �'�i��k. Nh`NS���""! ,1 •� SCALE: 1 =60 F.B. N/A PG. N/A JOB # E-mail: Brianowypnc.com Crystal Coast Engineering, P.A. GRAPHIC SCALE ' Civil and Environmental Consulting Engineers 60 0 30 00 120 240 David K. Newsom, PE John R Freshwater PE • 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 PHONE: (910) 325-0006 - FAX: (910) 325-0060 License No.: C-2553 +a 11; ( IN FEET ) 1i�a//2�1 1 inch = 60 ft. SHEET OF '+ I r i .....__. .I.---il . .1......_e__IA-11 ..,.. ..L.. :,'_......_j.I - --a, i ,,' .. __ . i'.t .ii'._L7 31:_.'LI-. NOW OR FORMEPLY CURVE TABLE LEGEND IDS z HPS&R INC. STREET -SIGNS NOTES: " LOT 4 CURVE CHORD BEARING CHORD RADIUS ARC q3 EIP = EXISTING IRON PIPE 70 00 ILA Ift HPSdcR INC. C1 Na2'26'S4'w $4.$9 51329.58 $4.$9 " pn EIS EXISTING IRON STAKE 1. ALL STOOP SIGNS WALL BE R1-1 HIGH INTENSITY PRISMATIC, 30 . MOUNTING HEIGHTDB:1310, PG:514 z C2 NB5'08'12'w 48114 5829.58 482.28 O� � .mn9Pp Me: 62. PG:180 � � � 9 SIS = SET IRON STAKE TO THE BOTTOM OF THE SIGN. U-CHANNEL POSTS SHOULD BE USED FOR MOUNTING. � � •1-_ - �``��t3�.�' (UNDEVELOPED � N05�D0'20 E 371.74 530.g0 377.35 n �__) ItC4 S03'W0� M25 300•40 85• ECM =EXISTING CONCRETE MONUMENT STOP BARS SHALL BE USED fN ACCORDANCE WITH MUTCD. g1 3-- ` UNDCvELOp a C5 S35-07-27-W 308.49 300.00 324.01 NOT RELEASED FOR C NSTRUCTION EPK = EXISTING PK NAIL 2. STREET NAME SIGNS PLACED AT EACH INTERSECTION, 9" HIGH SIGN FOR THROUGH * v I�i `' - 1 3�3-�3�3__3 Exrs7lNG BUF Ce N3W40'12"E 349.68 380.00 363.37 MBL - MINIMUM BUILDING LINE TRAFFIC AND 6" HIGH SIGN FOR TRAFFIC REQUIRED TO STOP. STREET NAME SIGNS SHA t -A 'IOP V t �� 3�3 FER - j a C7 539.32'23'w 284.12 300.00 295.98 Nbw DR FORMERLY R W = RIGHT OF WAY G I N �3"-- P c 76'0 'DS"E 257.28 655,17 M84 MARINE FEDERAL CREDIT 07 / HAVE A GREEN BACKGROUND WITH WHITE INTENSITY LEGEND AND BORDER. (THESE Q P M6:35, Pc: zoo, sL:J-7o7 EOP =EDGE OF PAVEMENT SHOULD BE PLACED ON TOP OF THE STOP SIGN USING A POST CAP WITH BLADE HOLDS N '1 I � � 'S`-�T�,q 3~a � C8 S7a'02'29'E 185.21 a55.17 18b.84 EIS O Fj /1� I1 ; '� y _ ��� CIO S442913Yw 201.00 300,00 204.97 (ZONED a-1) CONIC.- CONCRETE AND CROSS PIECE.) 0 `/�1 1 a7 _ ` a~�� G11 S15'33'05"w 118.27 300.00 119.05 (DEVELOPED) WM = WATER METER 3. PLACE 24"X30" R2-1 25 MILES PER HOUR SPEED LIMIT SIGNS MAXIMUM 200' FROM THE Q- �- I r _�� SSMH = SANITY SEWER MANHOLE Q� y � --- �t� �� PP =POWER POLE BEGINNING OF THE ROADWAY, AND WITIN 204 OF EACH INTERSECTING ROAD. ALL SIGNS I / I 1 t , 16 i ' -�'�- IIIIIIIIIIIIIII�_ �i� PP LP =LIGHT POLE WILL HAVE A HIGH INTENSITY PRISMATIC BACKGROUND WITH BALCK LEGENDS AND r I ~ -- !� ~` BORDERS. N ► I � �l� >� -tip_1111111',, 11 3 -3` -. DI =DROP INLET 4. ALL CROSSWALKS SHALL MEET THE MUTCD NCDOT STANDARD HIGHWAY DRAWINGS N 11 1 mot^ ` w '~- ��-- 7�r u, CS = CATCH BASIN d w� �; 1*9i ' �- -�` � INV. - INVERT (SHEET 1205.07) AND CITY OF JACKSOVILLE MSSD REQUIREMENTS FOR A CROSSWALK. U tx ,�I 1 II , k - � •-- _ � > `~ "' ' - - `�- 3��_ a z" = ALL PAVEMENT MARKINGS ON CITY STREETS WILL BE THERMO-PLASTIC. � 1$ �'# a � ` - -_ WIRE EENCE -E- OVERHEAD ELECTRICAL LINES J 4 !� ewo - _ �9' -X- =FENCE 5. STOP BARS SHALL BE A MINIMUM OF 4 BEHIND THE CROSSWALK. B �`',� "' ' .* ~ ~ ~ zO' IN -- 6. ALL TRAFFIC CONTROL DEVICES SIGNS, PAVEMENT MARKINGS WILL MEET THE FEDERAL 1 I % 1 � � w 1vR (j = CENTERLINE ( } AbD 0 BE AL vEG.Er M '..A % I �`+ . ~ � �* , LErr A774 \ - _ MUTC NC SUPPLEMENT TO THE MUTCD AND CITY OF JACKSONVILLE MSSD STANDARDS. " � VICINITY MAP -NOT TO SCALE ?";..; S S 2475 CAROIINA \ UNDISTL > _�j N , Ie Q)a : ';'r:•"+410, „• 1 ` PARK AVENUE --Y ti ` -10' p QED` _ C 4 ` \ POND LANDSCAPING NOTE: GAZEBO 1 6l.DG 3 LpRtic Roo �P IJ �IQ'� � �".^�. T '�Ahf� 1 20 SHRUBS PER 1p0'. AND 1 TREE PER 25•. /�IO(1 S�:•FT. �PLA-H O5ED fi• �` "-"- ,� ,."'q '`'';y,hr:?.'i.:yC,j'j::,%>,'�^'..•T„ i POND AMENITIES: / MINIMUM -- =�P�� 1�u� (�1 I . '::..,y,; 1. SHAPE - ` PRfVAC7' PENCE `� bUPFgP. p l . PIP O Ill � M.B, - MAP BOOK ,� 1,, `, z. SEATING G BL - �' 4 ' ` ' ^� _ _` + �:� N 40 2Q'33• E G D.B. =DEED BOOK ,w' , \ 3. LANDSCAPING 00D g U DG. 3 1 ! - �� D ` ~ MAI (TO TIE � 79 !'12, Cr1 '< X ::. � - �' .:'.1..,.. ::...::.:. .... 2 STORY gU EDR OM/ SrDING _ ' "- -- I r 30' - ova 4 ' � ' 70+ SA I PG. =PAGE r 1 EIS EXISTING IRON STAKE ' \ 1 s.. { rLDrNc (B UNrrs 1 n A PRaaoseo B� -_ E'�SfMENT PER EG +ES$, � t = SET IRON STAKE 5I5 �' _ aL ,.F 4,yg y ENCE < _ _ _ �` k�X PP M$: �4 1�EGl� 1 EIP EXISTING IRON PIPE `� Tor R . ) •-Erz PRIVACY F - k '� ' -� , r� 9, 707, T �7 WO $LJ _ - - ` a `"-k pG: 2g, E$$ ,a 1 ECM - EXISTING CONCRETE MONUMENT ' o' - Cr ~` DOUE9.E �X - � 5-169.5 1� SPK - SET P.K. NAIL �. i24.3' rA ' ¢ 25. DD sruu u 2 _ 1-x •� SL: H \ �ooR r pe A ' `- 2 2�3 R w/ slDr "- afir � NOTES: -I 1, A�� A Boar G �L '� -� VD 2 ) ' xoR aEDRo N 1- WINDOWS TO HAVE LOW-E GLASS.~E (BM) BENCHMARK {NC. 9 +q G BOOR 'IRE, _ PE C ENCLOSURE dt 1 R/YY -RIGHT OF WAY .:.:r.;;:_tr;- -. -'erg+!:..;;:: .•..;:;'ri•r'- w `� � FL r R FLDD 3(18 UNI ADDRESS: - \ TM \ ��o \�5;'. r r, rorAL sF Ia,s41.5� 2075 CAROLINA RECYCUNO COLLECTION 2 QUALITY EXTERIOR SIDING SHALL BE VINYL f SRICK. Gf7gyE� RGf{�~_ 3� 70 M.B.L.s MINIMUM BUILDING LINE AREA IN yy ,� _ .•1'..r,._ / = 'ram 2r,2e,3 FARK A�EnIUE 3- PREFINISHED EXTERIOR TRtM INCLUDING FASCIA, SO'F T~RNLI d CA CENTERLINE \ \ \ �" _ R4 Op��° 06 5 7 ' �* BIDc z j PORCH POST. - X� SL - SECURITY LIGHT ­­'�-"" iv;?'.�:; ` ,- - ,�" If ,L0 APT. A-P V CB PP = \ 4 .fI•, ,a♦. ';, O_G �I , f 1 4- PROJECT WILL INCLUDE 5% TYPE "A" UNITS + AN - - `� IN CISIN� 1 PP = POWER POLE ♦ �¢ 5 ,. 40; 1 LP POWER POLE / LIGHT POLE \ $ . � ts' S a�IQ 5% TYPE A UNITS WITH ROLL -IN SHOWERS. - _ . ii - E- E-- POWER LINE �53 , ,' '* ��¢ �`' R 73 RA' I HANDICAP 5- TOTAL UNITS INCLUDES 10-UNITS (10?f;) TARGETED TO PERSONS WITH �,'' �' �, 1�' 1 Co = CLEANOUT 9 " !��¢ �P CAP RAM i DISABILITIES AND OR HOMELESS POPULATION. Lq ,„� rr8' WV =WATER VALVE �"', r-�:x 1~. rI,�F"`\� h 49' RA➢. s• RAN�P' `� +. .'� �,,,. '.'`�.,. :.'w if ,•,,., _1 " RCP U3 q1 r �, `' P g o E 6- LANDSCAPING SHOWN AS CONCEPTUAL, LANDSCAPING TO MEET OR I wM WATER METER `?�+, ''' : �'� ��. < DI „ R FH FIRE HYDRANT "` ► ^ , `� ASPNALT� �) g INV X P AVE EN „ r 1 = i ,r #4 .„ A➢➢REss: ti IN h f� DICAP c '.s•.:. E - MANHOLE �x 2 -75 CAROLINA 39 S. : r- -.4 RAMP �s' HANDICAP 7- ALL SITE (AMENITIES TOBEHANDICAPACCESSIBLE AS REQUIRED. `~�� E 1 H E I ST SEPTIC TANK \.., - - 1\,, . PARK AVENUE .`� 2 Pa 34 RAD. RAMP I SITE AMENITIES/FURNISHINGS INCLUDE: -��IN ` 1 RCP _ MENT ' A E � i� sQ 1 TB TELiD'FfOPIE BOX SANITARY BLOC � '"y ,'y APT. A-P ':4` ..s �asi INT. I Qj GAZEBO (100 SQ.FT. MIN.) 0S( ....,. -.., 1 V EOP EDGE OF PAVE \\ `` Is .- N;1 ` } � .; uANDIMPAa � y \ a, . - I ' I� PICNIC SHELTER (150 SQ.FT. MIN.) 1 1 r' a - TRAFFIC FLOW EXISTING \ �. % \ Exr. * 4D' 4 , .4,, j ! 1N "� BENCH IMTH BACK - 8 % � +r 1 f+u =TRAFFIC FLOW PROPOSED �� `, •� 400 S.F, i T5• yq ExT, ,� PLAY :,.� .. r PA I I PLAYGROUND 1 1 l ' . NT. �o EXT. 40 CROUND = TOT LOT s' . ' "' TOT LOT V't% � i `t a*'�* 26 S.F 300 S.F. � � ~� �Q �s I I n I 1 FO FIBER OPTIC CABLES } �.> COVERED OUTDOOR SEATING AREA COVERED PORCH V 1 FES - FLARED END SECTION '1L ' I �' _ _ _ PICNIC TABLES 4 1 ' , ` PROP �. a RAM AP\, I ' m W M /� Exr. % o _ _ I ►- BBQ GRILL - 2 ' I� 41 1 11 ) - PROPOSED STEEL SECURITY UGH ♦ , •� a PLAY CH w 400 S.F. z HANDICAP �-t 04 FIELD FREERTAMM BACK INT1 � U M j � � 8- ALL SIDEWALKS WILL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE � I � 1 1 * -PLANTS do SHRUBS RAMP ` �,,�----w ',: PICNIC DaeuE 10' ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. SANITATION_ , BEN W/ . Ct eAre-s-a►E ,: ;j . +' S o ---- (SEE LANDSCAPE DATA) INT. 5> a�s(2) Q-1� ( o� I 9-- THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION .V ` BA 6 S.F\ �� y VARIES '" ' N' 15 >t15 0 � m b z T' N � 1. IN APRIL 5, 2011, THIS LocATION wA5 APPROVED FOR (3) 1 ' �f_ % E:cT• �5� ,� t` ,9 >� I,Cm I IN THE MONTHLY STORMWAIER FEE THAT WILL BE ASSOCIATED WITH THIS 8-YARD DUMPSTERS. ENCLOSURE SHOULD BE AT {EAST 8 1 , 1 1 " 400 S.F. W �\ \/ I exT. '�` BENCH w/ w V, DEVELOPMENT. TO QUALIFY FOR A FEE CREDIT, THE OWNER WILL NEED TO FEET IN HEIGHT OR THE HEIGHT OF THE DUMPSTERS � � ' 1 1 1 1 - SMALL TREE DATA) \\!! r'-"--_I 453 S.F. SL -I zql tS / a , , BACK 0- m 5 - I PROVIDE TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF THE WHICHEVER IS GREATER. THE DIMENSIONS FOR AN ENCLOSURE , SEE LANDSCAPE D \ n c+ o,9,; SHOULD BE 11 EET IN WIDTH AND 12 FEET IN DEPTH WITH ' 1 LARGE TREE , �L `, o N� `" \ EXT. ._r a N II j f I PROJECT A COMPLETED CREDIT APPLICATION ACCOMPANIED BY COPY OF HEIGHT OF ENCLOSURE TO BE AT LEAST a FEET OR THE ` ! � 1 1 (SEE LANDSCAPE OATH) I F \ \ 2 s T In - � THE STATE -ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLANS. HEIGHT OF THE DUMPSTER wHICHER IS GREATER ! ' 0 1 1 %z SF =SILT FENCE �, �� ,y� 453 S.F. G p m C N ` ` `` ,p '1� \ GDVERED__ �__ �' y L, a c 0 1 D- THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH 2. IF PLANS ARE FRO ONE (1) ENCLOSURE FOR ALL DILWPSTERS, ! 1 GW - GUY WIRE V �� \ �` \\4 � . y� rs SEATING AREA -F41t; -� Z I BANKS ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER THE ENCLOSURE sHouui 8E 33 FEET IN WIDTH AND 12 FEET us EB - ELECTRIC BOX ���I , ` 1 d � `° " ct '� 0 L � n IN DEPTH WITH CLEAR ACCESS TO DUMPSTERS INSIDE THE 1 1 N +OD.00 - EXISTING GRADE �\ \V3 ,�' +1 J j SIDE SLOPES AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. ENCLOSURE• �{j 1 Y n 4 ' ,`, N� �'� �' X BENCH w/ �ry��S ���y N I aP `+ 4k* 11- VERTICAL DATUM IS NGVD 1988. 3. PROPER DOOR STOPS SHOULD BE IN PLACE FOR THE DOORS W ' 1 1 � - \ \� '. t.t. / 9 EXT. SACK iI c� I A P + TO STAY OPENED D�JRIMG THE COLLECTION PROCE55 AND � 1 1! -1 j R ,ME PROPOSED GRADE NOW OR FORMERLY m S s �o # 5ofl S.F. f aP 12- ALL OPEN AREA BETWEEN BUILDINGS TO BE USED AS OPEN SPACE. $ EMMERDALE, L.0 ` \ °`� s y 1? ADDRESS: CLOSED WHEN NOT IN USE. THE DUMPSTER PAD SHOULD SE PP 1 1� yr �►, qp INT, 50' I 13- EXISTING DITCH BANKS ARE NOT TO BE DISTURBED. IF DISTURBED, DITCH BANKS 1N ACCORDANCE TO crrY SPECIFICATIONS AND COINCIDE tMTH ' ' TP - TOP OF PAVEMENT MB:50, PG:214 N \ w - , ". a I 2075 CAROUNA ' 1 N DB-2654, PGA306 OQ \ ♦ ---A ` \ "'•!_P In � GO ': 603 S.F. • �, ,� � '� ; ; .{ PARK AVENUE 5.5' THEY SHALL BE REGRADED AT 3:1 OR FLATTER (RETAINING WALL MAY BE REQ'D). THE DIMENSIONS OF THE ENCLOSURE. 1 � 1 p TW - TOP OF WALK ` \ T�• �. ji t e DG , 1 I SO =CONCRETE BOLLARD {TONED 7CA} �� < < <o o P S•���, . ++A�QtcAP ~'' •r I . • . - Aar. A-P 14- RM-S SETBACKS TO BE APPLIED TO THIS PROJECT: ' us \ 1 (DEVELOPED) ` `, �� ��' P : �aDk ' -1 rWi FRONT: 25' \ 1 M0 ` 1 11 �j � ` `\ �♦ \ e a r'S•�' s .t. \ �PC h � . *I REAR: 25' i %- STOP SIGN 4HANDICAP I ' '.r] %\ 1 1 = r i \ �`` ��` \ �, s��Q•c s' AD, '9' 1p ( +� INT. .�' RAMP I SIDE: 6' ' ! ' 1 1N DBL -DRAINAGE BREAKIJNE r- ` � , ♦ \: s � R 5 _p s1p. �NDI P 1.400 S.F. Q 1,02 s.F.'• ` I 15- THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. W ` ' 1 • - HANDICAP PARKING SPACE ADDRESS. , �..._ 1.516 S.F.+�ALT RAMP PROP• INT. � Z \ �\ `, . s. �► 16- THIS TRACT IS IN ZONE X PER FEMA MAP 370178-4378J DATED NOV 3, 2005. 2075 CAROLINA ASPHALT �• `L4Fi S.F. Qi t♦l w z O `� . PARK AVENUE ? > l �0 6 -' .� •� o, 17- ALL EASEMENTS ARE PUBLIC UNLESS NOTED OTHERWISE. 1 ! 4 1 1 n - DRAINAGE FLOW DIRECTION \ BLDG 5 � --�H41d � � �' A � � 18- NATURAL VEGETATION MEETS REQUIRED SCREENING AND BUFFERING AND SHALL BE 1 � 1 ,, W • ♦ K APT. A-P I ♦ 1 �� I 1 �1 '� =HANDICAP RAMP �. ¢ o �� �\ , \ p , } 0.\ye 1 MAINTAINED IN ACCORDANCE WITH SECTION 115. ' uy t �\ / \ % 1`%�.•S A D 1 1 ' " "- - - GRADING LIMITS �f l� ' \ \ �S h A 1 8, SL 40J�* 1W , 9s S. . \ . s� L2a) � \0 I, 1 - DI - DROP INLET N Q i mac^ ` P� /` �♦ E 1 CALCU AT10 REOUIftED LANDSCAPI G A: TRACT 1-c 11,1B -JUNCTION BdX 1... ••^'-r �' ' ;:. +,. L,.' c :# FIRST I -V BACK HAND {CAP ♦ I' ,\'. CALCULATION ASEAL TRACT 1-B, 1-C, TRACT '-D 1� ! 1 i = �� Ck '� :1 1 ADDRESS: WOOD STRucTUIRE wrl-slDlNd I TYPE A ` u CTT CAROLENA TELEPHONE ' / I rRsr RA •Ir ♦ ♦`S ON WE,iTfRN BL1D & CAROLINA S �. � I ODOR ) o Vehicular surface area existing: -0- S.F. FOREST eLw. 1 \ ,ni 1 AND TELEGRAPH /// ,� / .r \ 2Dh5 cAROLwA 2&3 8 DRI]OM \ CJ; CAROLITIA FOREST INNS 'OR LLC. ' I DU@E =DRAINAGE AND U11lJTY q- ,, 1 PARK AVENUE z STORY BUILD14No-(yetlrrl I--- - --- T. \ f' Total vehicular surface area proposed:119 643 S.F. ,, 1 1 .. Si• \. \ Bloc 6 ♦ N ! ' MB; 62, PG 153, SL: N-187 1 EASEMENT OJT ��+� i APT. A-P S•F. PER FLOOR 10,641.5 { 03 S. iTt1 Impervious Surface Area (w/o buildings):119,643 S.F. (UNDEVELOPED) 1 v�, 1 1 ® = PARKING BUMPER T� MG /� '". � M>� \ rorAL s.F. = 21,zB3 `� \' Impervious Surface Area (w/ buildings):184 814 S.F. = u, EB - ELECTRIC BOX E'(� ' �`�PRO� ��a-� \ Re aired landsca in 14,357.16 S.F. 1 1 HC • =HANDICAP SIGNAGE b "� M • n Required interiorpandscaping: 7178.58 S.F. 1 ! %tt / �c t :: 5 coNC. _ I 1 11 LANDSCAPING DATA *+,.: �� ....' .. 9 Pr vided interior I nds i 1 585 O S F 1 0 O *'. ., . :.:F'JL :: :., -.. Okfll lY11..... .... ,4if.:.igdNlorl - i'' . ., v ............ 'L.... I:ond �:•# �. ..:... i�Dw . .. �... rf, ', .y,. .. c �Fsiilii4Q�' y,. �5 LWN� �`` . ri1.A` _ao� ' \ N SIDEWALO' 11 `\ 50' ACCESS � ` UTILITY EASEMENT `. (PRIVATE)) \i i I. r �. . I 1 1 1 I 1 I I I +. 1 t 1 I ' ` 1, � 4MP l / � `r '- ,_ %::- ♦♦ SIGH -� f � �/♦" 4 IANG\_`�.\ � . ♦ \ Cb • 6 AC CESS CCESS dr 4 UTILITY EASEMENT ,( (PRIVATE) 1' 1 O'X70' SIGHT ` /i TRIANGLE 1. ��y,� i \ .. \� V-\ `� \\ '� o a cap ng. f PLANTS: Provided exterior landscaping: 5,330.0 S.F. ', ' � 4, � '1 11 1 1 1 Total Provided landscaping.- 16,915.0 S,F. ABELIA GRADIFLORA 1 l p 9• LEATHERLEAF VIBURNUM r, 1 Onsite disturbed and exposed: 14.39 acres GOLDMOUND SPIREA 1 i W� ` 1 1 Impervious Surface Ratio: 0.297 INKBERRY J of trees required: 19 I 1 1 # of trees provided: 33 BLUE RAG JUNIPER 1 # of shrubs required: 59 LILYTURF LIROPE 1 I 1 # of shrubs provided: 153 LOREOPATELUM Zj / ' ' INy� 1 POWER COMPANY: JOEMC 3'� \ 'r V 1 ��. WATER AND SEWER : CITY OF JACKSONVILLE SMALL TREES: 1 1 NEW JERSEY TEA �'� `I I \. � AMELANCHIER CANADENSIS OF DDT , 1 1 .' ` \ CREPE MYRTLES �� �O�_ =/,,� � 1 ` $• ` i�' One space per un it(low- moderate LARGE TREES: - � � WV 00 I 1 Income apartment complex): RED MAPLE �" �' / F ' ��C'1a 88 units = 88 RIVER BIRCH '�_ * WI`� W y1 S_' S��rt`�`� 1` 20% reduction: -0- WLLOW OAK 1 � � SpNb ., d! / \t_0�_ 1 1 Total required spaces: 88 ►1w_ � \ 1 H/C spaces required: 10 -;/ Htandard spaces required: 78 - 5 - / �' _ 1 y1\� ` 1 I 11 /C parking spaces proposed: 10 11 as Compact spaces proposed: -0-t - _ 1 Standard 0! - � f parking spaces proposed: 1$4 1 Total parking spaces proposed: 194 '5 � ; �' / / ` 48" RCP 1 1 Ik Parking spaces existing: -0- i ����D * / / -, r I 1 `,� % 1 _ R� \ i o, 11 / V, O \1 1 \ ti • 0 8 YDK TOTAL UNIT COUNT: 1 03 ` W 11 / Pv ' 9 -- 1 BEDROOM 1 1 1 40 - 2 BEDROOM \ ^4 40 - 3 BEDROOM !NV 1 / � PARK(NG DATA- ) ~, TOTAL SP • 174 ACES. / tl MANDICAP: 10 1 1 / rtt 1 / / 1 / / N1t1111/lI � R t"i / / /�'/ 20 -.0 1s • °OC/'': �� = = t; ,, / - S - \ e / 1B - ,� ' ��/ �� e..:s EAST CAROLINA COMMUNITY % \ GI>y��• a ' ❑EVELOPMENT INC I' \ 1 / it►Ili ' tik s �� I\3�) ;,�, �'`\ \ I` � `� T . ', ', //� SITE ADDRESS: r `� FS �� � � � i' HAN \ % k Is+�'^j - � / 2075 CAROLINA PARKA NUE ��-- R ia�� w , / � Soya r2" � � � L..,. .. �� � "� / BE�SI� _ W, - INV 4f . _ _ TAN_ _,I C d� _� �. �> M "�__���:�� IIIIIIIIIIIIIIIII­IIIIIIIIII` �_ ���_ � CAROUNA PARK AVENUE .. � - 65' R/W (PUBLIC) - ~" --- • MB; 58, PG: 45, SL: M-1119 CA a/l3 ja \A \ SITE PLAN do LANDSCAPING PLAN �1'� ' OF . WELL( N GTON GROVE* \ PREPARED FOR F • \ JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC \ PREPARED BY JOHN L. PIERCE & ASSOCIATES P.A. NORTH CAROLINA LICENSE No. C-1888 405 JOHNSON BLVD, JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: NOV. 3, 2011 WDICAP / 10,A2/11 PER TRC COMMENTS N/A RAMP / / 11/1/11 PER TRC SCALE: 1 "=60' F.B. COMMENTS ■ PG. N/A r- X 'I- - . _5�iWlyollz�' & ODERR - .'cur -our TO BE BUILT - c1 0l ) L 4.` ,/ / 4114A PER CITY ECOMMENTS • 4/14/11 PER DEVELOPER COMMENTS Crystal Coast Engineering, P.A. Civil and Environmental Consulting Engineers David K. Newsom, PE John R. Freshwater, PE 3817•-•3 FREEDOM WAY, HUBERT, N.C. 28539 PHONE: (910) 325-DO06 - FAX: (910) 325-0060 License No.: C-2553 JOB # - Email: Brian J®J1pnc.com GRAPHIC SCALE a 30 OO 120 240 ( IN FEET ) 1 inch = 60 ft. SHEET OF M 1 ' ►I I ' l l ' • I�' - ' ' 1 S- , , , $ I I ` I I I 1 ,' i I ," 1, ,. �r", !di 1 �'f � � ',.' ;' 1'' z.. I. i,, ', .'"� if'r' � - - ..4 -� , 4. . ,, . - - .. , i. .. �. .' .1'.....11 ," I. i '",I'' � S Y d i i 1 f Y Y L 1 1 Y : 1 il..+n J_�-�5_ L• '. �.-. a •:.u.. •• '� r1 •i; cis LEGEND r ri Pwr0 wOSEn�IN Eq �if �9- �� Np EppqSS S I v 49-� � 44$ P I -47 1� ol�� 50 49L 17- s S q _O AC�� N��p' 1 1 t 1 � CIS :... � �.-- •� � aD 48r� +Q► � 'r � xj r DESIGNER'S CERTIFICATION I hereby certify that, to the beet of my abiiity, this plan has been prepared in accordon with the latest City of Jacksonville Manual of Specifications and St d Details and City Code. Slgnatur Printed Njbmj 4 Title Date: 11MIX Registration Number. J4 Z 101 1 PP 9 FES 7- V S 7fN`T�'��-�g-��y' 9 4 y a9`�� 0E- q 'J PJ 59 "aoo SucouR1 Ems" 2 Sr'0,r I BEDROOM/ SIDING S. "07AL �L00>3 4 8UNF r5Y 707.1 43.5 51.08, 48-----J ai /•" F •7 ij � \i kA OWNER/DEVELOPER'S CERTIFICATION 1/We hereby certify that all site construction. drainage and grading Will be done pursuant to this plan and that the applicable Stormwater Management conditions and requirements of the City of Jacksonville, the State of North Carolina and the Federal Government and Its agencies are hereby made part of this plan. Signature: Printed x Title: Date: "I ft, 48� W. SITE EIP - EXISTING IRON PIPE :0 EIS - EMSTING IRON STAKE 19 SIS - SET IRON STAKE ECM - COSTING CONCRETE MONUMENT EPK - E)aSTING PK NAIL 0.33 STOP OF CURB {TC) ELEVATION ELEV ® ©- O.50� ® ®` MBL - MINIMUM BUILDING LINE (SEE GRADING PLAN) CONSTANT ELEV ® ¢ ®+ 0.06' R/W - RIGHT OF WAY ALONG ENTIRE PARKING BAY. ELEV =©+ 0.20' yh• WESTERN BLvD, EOP - EDGE OF PAVEMENT 1 CONC.- CONCRETE ASPH. QG' WM WATER METER PARKING 1. Z SSMH - SANITY SEWER MANHOLE I EIS PP - POWER POLE � 4a �� DI - UGHT POLE INLET N ` - 4 - 0% ` 4 2% FRONT OF CURB �¢� a CB - CATCH BASIN C CURB U a FACE OF CURB Q uj ul m INV. - INVERT o � d SACK OF CURB x a� 50- ,\ 1 1 -E- -OVERHEAD ELECTRICAL LINES GRASS ap GRASS / y y GUM BRANCH ROAD -. s° ° '' 1 -X- . ENE c SIDEWALK FRONT EDGE ��eytANi E LIMIT s i 9 9 9 1 MI �� 18LF. C TE BLOCK FILTER ° / J N CONIC SIDEWAf K NCF � � ,h � s r \ E \ i ! ,� . SrLT FENCE ' o--sol { 4g� �� l \ h° SIQAWALK BACK EDGE a I VICINITY MAP - NOT TO SCALE HANDICAP CRAMP ELEITION SCHEMAl1G'5 r <1� , s NO SCALE ��- - v I �L4 4 1 `� Le e n d _49��v `� _ 4/ /� o �1 i i t3� qmr / 1 r l `51. _ _ _ _ _ SI i� ? \ �9 s `50— �w h� M UN0 47• / 1 / `� A13 �� o \ `� �$� I 4 1 tr 5,- �`� �� - �Sr 70' 50� Y +FTao xsII hIJ 1 TEMPORARY GRAVEL CONSTRUCTION ENT/EXT _. _ -� 4B p - IfV � 1�� N rn° 4g� 5° -s r� - �� £ASEMENTCR�SS, E6Rf: 1 �s°� j 1 p s2 1 sl _ _ _ so �9 /° - ' ~ - _ PAR MB: 44,G: & /'Gl�rc, I 1m ° 1 ' S yo 1 SILT FENCE — �— _eI a Dr Tom-= I _ �9'so_ _ ���. �� ]�-� .. z SL: �1 s1 --5 1 { I 1 SOD O 4 ` DING S 2 ST 2&3 BF/ SIDING �7 49�¢ w 4°_ C4� z 5,r5°� r a O fR Uloo"G (re urrr (3:1 Sf SL 9 ' �•4 '- - - ! �y4 GRA t `' _ - r 50- °�N 1 Q TEMP. DIN. DITCH f0,841) 46 E �- . , �48 _ ` 9 VE[�O�c _ �n9$ 48�1I 4$1.01.2$ s f�43�4 �84� ¢s "�t'��----- d s�' PRE -FORMED SCOUR HOLE a / 47 (20 "''� •-� c� le - >„I-! - A k 45 7 a I f h CB 1 s° $ s� `' "�� 4�46 I ? 1 ' S1r1 )RIP RAP SCOUR PAD (RRSP) 41 J f , 49�� ��1�� �\ �i 9\4 4s 1 \ 51 kXCAVATED DROP INLET PROTECTION (TEMP) 1 T'9 — M1 ) ' / I 1 1 J ��� r - _sa s 57 } BRIC DROP INLET P�ROTECTION (TEMP) 1 E1 r y j V A 5 9 9 e}`'�`i 1/ �% RC 1 ��03 1 Q BIPCK & GRAVEL INLET PROTECTION (TEMP)13 r-51 i 1t TEMPORARY SEDIMENT TRAP xCP a ( r s E� j� �� 1 per^/ `ems � 1 i o l ,O AM 48 CFIEC AM _D • I x9 to p� ) A9� 1 y�0 1 I 1 5 / s 50' } �` , PROPiDS TOP OF CURB GRADE PIPE L1R8� MP 1. 1 48 , 1 48� C48� '• � � 4 Mh �1 � � -i r a +l xv .47 (WIDTH ' o -0 o 1 �\� 49 ;a VARIES) ry me R' f iI 48 ��`� 1 1 '� e a"o�'� i z �� 1 '� 1 �1 l 1 1�� C 1 C� INV INV \ I y CID °' c in do m .1 wd 1 145_ 111,1 1 51 1� x I 4 I 1 `b �• �¢8 �.0 //ram� I1lm 1 y ` Ij 49 •, � � rn a 1 1 1 x 48� — I FES ' 4B� � Il ' � �1 1 1 � 1 1 a 1 51 C R iNVs44.79 `�I7 1 s 1 L 1 �, � a 48� a 1 t s �^ ^/fNV 44.91 47� ���%' °� R t 48 A" 4 ♦ r 48P. i �.� 1 1 �A �IIIiOTAG OUNT: 1� 11 ti 1C" 11 I, 1 47--J ^/ w� r� /� J / / .� 5 �� EDROOM 1 1 1 �. p1 yST 9 \ 1 V ,a� % � _ g �. INN GRADING, DRAINAGE & STORMWATER PLAN 1 OF �47 ' , = WELLINGTON GROVE AID PREPARED FOR ✓-4�, ,� .<\ �tp�4S / EAST CAROLINA COMMUNITY / ` �DEVELOPMENT, �C INC. X� `,� .� N. C R �}� sip ,rcGSS,...%� C / / / _i ,� JACKSONVILLE TOWNSHIP, ON SLOW COUNTY, NC ,� PREPARED BY �„ , , REVISIONS:y`, JOHN L. PIERCE & ASSOCIATES, P.A. 4/4/11 PER CITY COMMENTS %:�I_�,�P' q,�e ��� NORTH CAROLINA LICENSE No. C-1888 QS p 4/14/11 PER DEVELOPER COMMENTS �i S �' a _ �--� \ ' : ► , �f 10/12/11 PER TRC COMMENTS '�i K. �� 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 c 1• A 11/1/11 PER TRC COMMENTS ''�rllr 1111}'` • 4 ti ,' � 11/15/11 PER TOM ANDERSON { rJ j , PHONE: 910-346-9800 DATE: DEG. 16, 2011 47 a , ^ _ ; , 't: // x 11,117/11 PER PAT DONAVAN-POTTS Y 1 1 SCALE: 1 f1=60/ F.B. N/A , PG. N/A , / / 12/14/11 PER CITY STORMWATER m --��4� ,� / °�J � 8 JOB # Email: Brian )®jlpnc.co 01 y 9 Crystal Coast Engineering, P.A. GRAPHIC SCALE e• ��8 � �A� � i 1 Civil and Environmental Consulting Engineers eo 0 so so 120 240 is d David K. Newsom, PE John R. Freshwater, PE 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 PHONE: (910) 325-0006 - FAX: (910) 325-0060 License No.: C-2553 ( IN FEET ) 1 inch = 60 fL SHEET & OF JZ J - "r --- -- - • ';i - i r, r�-r-�`f'T5 -,i�-: •, ;T}I r.,".3. -1 i. .,.i :.r (-t'" 1 FES INV-43.S9 FES IN V-44.OQ' / y I �� , •IAA' nur. e 50_ CONSTANT POND SURFACE AREA 17,277 S.F. 8 EL= 44.00 1.5' DESIGN SURFACE AREA = 23,684 S.F. a EL- 45.33 APPROX. TOTAL POND VOLUME = 68,910 CIF ACTUAL FOREBAY VOLUME = 14,296 CF (20.7% OF TOTAL VOLUME) CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT 1MTH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER -EXCAVATE" THE POND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER PERMANENT GROUNDCOVER IS ESTABUSHED, THE CONTRACTOR WILL BE REQUIRED TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE PROVIDED. Extend liner to the higher of the SHWT or 100 Year Elevation. p S.H.W.T.111 48.0' IOev. or 0 (100 yr storm) --_-- 3 Inlet Pipe (Size & Material per Drainage Plan Undisturbed Native Material 10' Veg. Shelf • \ NORMAL POND (ELEV. 44,00) • Treatment Pond - Plan Scale: 1" = 30' SEEDBED PREPARATION NOTESi L SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. P, AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATDON DEPTH SHALL BE 4'-6' DEEP. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 4. 7 NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING ( IO IONS ABOVE. IN ADDITN, PROVIDE 15 LBS/10D0 S.F. OF SUPER PHOSPHC. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT, 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. ELF V6TTIONS SCHEDULE LOCATION 6A1' DESC$IPTICK MAIN POND BOTTOM ELEVATION 33.000 'A2' FOREBAY BOTTOM 34.00s 'B' PERMANENT POND 44.00 'C. TEMP. STORAGE 45.33 'D' 10 YEAR STORM 45.39 'E1' 100 YEAR STORM 45.58 'F' MIN. BERM ELEV 46.58 lw INDLUDES REQ'D 1' SEDIMENT STORAGE ZONE 10' Veg. Shelf Ncc —4�— ��47— t It 49 48 �4 Y GENERAL SEEDING SCHEDULE NOTE, ONLY AREAS ABOVE THE VEGETATED SHELF MAY BE SEEDED/MULCHED. VEGETATED SHELF SHALL RECIEVE PLANTINGS AND/OR SOD PER THE VEGETATED SHELF DETAIL. SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. APPLY CLEAN STRAW NULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK WHERE SLOPES EXCEED 4;L MATERIAL APPLICATION RATE LINE 2 TONS/ACRE 20% SUPERPHOSPHATE 600 POUNDS/ACRE FERTD-IZER(1D-10-10) 1000 POUNDS/ACRE APRIL - JULY FESCUE, KY-31, 50 POUNDS/ACRE BERMUDA {HULLED) 10 POUNDS/ACRE JANUARY - MARCH FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (UNI-IULLED) 20 POUNDS/ACRE RYE <GRAIN) 25 POUNDS/ACRE SEPTEMBER - NOVEMBER FESCUE, KY-3L 50 POUNDS/ACRE MULCH 2 TONS/ACRE ASPHALT TACK 300 GALLONS/ACRE NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REGMEMENNTS, HOWEVER, WEEPING LOVE GRASS SMALL NOT BE USED. Embankment shall be constructed of uniform native material (free of excess silt, rock or gravel, debris or vegetative matter) compacted to 95X of maximum dry density in accordance with ASTM D1557 (W-12" Lifts) Outlet Structure (See Detail) " 000 yr storm) SZ Vegetated Shelf Plantings (See Planting Scedule) Elev. "C" 1-1 2""St r e lev Elev. "B` Permanent Pond 4 Elev. "B" Draw Down Orifice o Assy. (Sae Detail) 1 --- c t E a "Overexcavate" Pond by 24" and _ -- m `� $ Backfill with 12" compacted clay = - - o c (A Ch 1 ' " Elev. "A-1" Bottom _t w - i - - - material (see note) & 12 topsoil - _ - - - - _ - - - Elev. "A-2" _ - s M07E CONCERNING POND LINER Paid liner shall be constructed of 12' compacted clay material (hydraulic conductivity < 1 X10-• cm/sec) either obtained on -site or from offsits source. Contractor shall provide hydraulic conductivity test results to assure material meets the above requirements. Alternately. Contractor may provide an HOPE Liner with equivalent effective hydraulic conductivity. 12" Clay Liner• - "'12" Topsoil Vegetated Shelf Plantings (See Planting Scedule) ay Treatment Pond - Section Scale: None (Vertically Exaggerated) 12" Clay 12" Topsoil PROPERTY CORNER NOTE: VEGETATED SHELF PLANTING SCHEDULE 1} Planting scheduleapplies ONLY filter if applicable). to the vegetated shelf and/or vegetated pond Dimensions & Layout 2) Prior to planting, Contractor shall establish correct and unitorm grade and spread 4" topsoil material over oil areas to be planted. Scale: 1" = 30' Contractor shall plant the upper 5' of Contractor shall plant the lower 5' of vegetated shelf (i.e. above normal pond) with vegetated shelf (i.e. below normal pond) with 3 different varieties from the below list. 3 different varieties from the below list. NOTE VELETA D SHELF PLANTINGS Contractor SHALL include vegetated shelf plantings into his scope of Acceptable Shallow Water Plant Varieties Permitted Shallow Land Plant Varieties work. These plantings shall be installed Immediately upon completion Botanical Name Common Name Botanical Name Common Name of fine grading activities. Upon Installation of selected species, pond to normal sp contractor shall fill pool QR shall be responsible for Herbaceous Plants Herbaceous Plants periodic irrigation of plantings to ensure their survival. Engineer CANNOT certify this stormwat_er facility until such time as Month" Acorus subcordatum Sweetflog Asclepias incomato Swamp Milkweed are installed and demonstrated viable. Aiisma subcordatum Water plantain Carex tenera Quill sedge Hydroleo quodrivolvis Waterpod Chelone globra White Turtlehead Iris virginica Blue flag iris Eupotoriadelphus dubius Dwarf Joe Pye Weed Juncus effusus var. pyloei or Eupotoriodelphus fistulosus Joe Pye Weed solutus Soft rush Eupotoriodelphus moculatus Spotted trumpetweed Ludwigio app. Primrose willow Hibiscus coccineus Scarlet rose mallow Peltandro virginica Arrow arum Hibiscus laevis Holberdleof rosemollow 10' Veg. Shelf Pontederia cordate Pickerelweed Kosteletzkya virginica Seashore Mallow Sagittaria latifolio Duck Potato Lobelia cardinolis Cardinal flower 3 5' Above 5' Below Sagittaria lancifolia Bulltongue Lobelia elongata Longleaf lobelia Perm Pond Perm Pond Soururus cernuus Lizard's tail Lobelia siphilitica Great blue Lobelio Schoenoplectus tabomoemontani Soft stem bulrush Rhynchospora colorato Starrush whitetop Seed mulch and/or Schoenoplectus omericonue Threesquore bulrush Saccharum baldwinil Narrow plumegrass and Schoenoplectus pungens var. Shrubs Centipede Sod (See Genera pungens Aronia orbutifollo Red Chokeberry Planting Schedule) Scirpus cyperinus Woolgross Cepholonthus occidentalls Common Buttonbush 2izaniopsis millocea Giant cutgross Clethro olnifolia Sweet pepperbush "Shallow Land" Vegetated Shelf Plantin7Shhtelf Permanent Pond (See Veg. Shelf Planting Schedule for1 " Elev. 6 Minimum planting density shall be 50 plants Minimum planting density shall be 50 plants acceptable varieties and planting densi per 200 sf. Therefore, Contractor shall per 200 sf. Therefore, Contractor shall 3 provide 1.060 total (= each variety) Shallow provide 1.083 total (� each variety) Shallow "Shallow Water" Vegetatlantings �1 3:1 Bottom Slope Water Plantings. Water Plantings. (See Veg. Shelf Planting for acceptable varieties and planing density) Vegetated Shelf - Typical Section 6' Min erm » w Berm. ev. �1111=1i—lI1N" 11=1I=_ EVA�lx x11=n=ii=n- I-II-iI-I, 41-I!=I��li- 11—N=lf—II-11=11�11 11- 1 �11-'I It=II—l1=it=l1=� Il �„I-:.t�--II I Alin-II�II�i!-a==aI n u_ll= —ki�tl=:11�1=11 Itxl! all I it11 : I� li�ll_If=1 �' kI sIl— 1 c 1=II=14 Al it Ile • Drainage Pial Anti-Sel (See De Emergency Spillway (Elev. per Site Plan) Collar Outlet Protection ��� Q► rCAAq•k (See Erosion/Sod.,: Pion) 41 STORMWATER POND DETAILS BY REVISIONS 10/31 /11 PER CITY 11 /2/11 PER TRC 12/21 /11 PER CITY STORMWATER OWNERS BHP WESTERN 405 JOHNSON BOULEVARD P.O. BOX 1685 JACKSONVILLE NC 28540 (910)346-9800 do CAROLINA FOREST INVESTORS LLC 722 LYNCHBURG DRIVE JACKSONVILLE NC 28546 (910)554-7611 DEVELOPER EAST CAROLINA COMMUNITY DEVELOPMENT INC. 108 PROFFESSIONAL PARK DRIVE P.O. BOX 2400 BEAUFORT NC 28516 (252)504-2248 Crystal Coast Engineering, P.A. Civil and Environmental Consulting Engineers David K. Newsom, PE John R. Freshwater III, PE 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 PHONE: (910) 325-0006 - FAX: (910) 325--0060 License No.: C-2553 tale: None (verticany txaggerare NOT RELEASED FOR CISTRUCTION STORMWATER POND DETAILS OF WELLINGTON GROVE PREPARED FOR EAST CAROLINA COMMUNITY DEVELOPMENT, INC. JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES, P.A. NORTH CAROLINA LiCENSE No. C-1888 405 JOHNSON BLVD. JACKSONViLLE, NC 28540 PHONE: 910-346-9800 DATE: DEC. 21, 2011 SCALE: 1 "=60' F.B. N/A , PG. N/A JOB # Email: BrianJ0j1pnc.com SHEET - OF I "Spot" Weld Typ. 6" 0 �+ c � 0 m o' n O y cn 3 0 U 0 o: /Z t .4 'k C d d "Spot" Weld Typ. 1-1 /4" Steel Bar Stock /1-1 /2" Steel End P^ 1-1/2" x 1/ Steel Bar O.C. 4 ;pot" WeW Typ. 1-1/2" Steel Angle Frame Cc all Sides Outlet Structure Wall Grate & Frame / Trash Rack No Scale 10' Vegetated Sne?f 5,-0" - 5 0„ r 5'--USquare 6" Min L Typ.. _ E a CD v Grate &_Frame cL ---- ----�--,See 0 i I I v ¢ I > ¢ I __j Y 1 Draw -down Orifice Assy. (See Detail) -�_- _ CMP Outlet Pipe - --- -- 17how6 Trash Rack 0o+d Nat Typ. 3 Sides for L (See Detail) Claiity J Excavate area around orifice assembly as to f No 5 Bar "U" Strop provide unrestricted flow _ _ _ _ _ _ _ L _ _ - _ _ _ _ _ (Coat w/ Bitumastic) B-1 TOP VIEW 6" Min. c Cont. Weld/ c / to CMP c `" ao ao 12" Min. 10' Vegetated Shelf 5'- 0 6" Min 5'-C' a uare { Ty... � I j Gate & Frame _Top Elev. "EV '7 — ,� (See Detai) No 5 Bar "U" Strap %(Coat w; Bitumastic) Elev_._"D" (10_-yr, storm.)_ i Ccnt. Grout / Spa 9 Precast Weir /Seal Trash Rack /3 Sid i (See Detail) Elev. "C" (Storage Elev.) u Precast Hole -� for Outletl Pipe'`, CMP Outlet Pipe (Size per Draw -down Orifice I ASSy. (See Detail) _ Precask Hole sf , Drainage Plan) for Orifice E'ev. "B" permanent Pond' Got Grd..t Seal 12" Concrete Ballast Floor _ ' 5" Min. Anti -Float Block / 8" No. 5 Stone (4 CY Concrete) Excavate area around orifice i assembly as to provide unrestricted flow (Hatch Area) Bose Slab 6'-4" Square SECTION A-1 L 54" Min. Anti -Seep Collar No Scale 1) OUTLET STRUCTURE SHALL BE PRECAST SQUARE STRUCTURE AS MANUFACTURED BY CAPE FEAR PRECAST CONCRETE, INC. OR EQUAL. 3) PRIOR TO FABRICATION OF PRECAST STRUCTURE OR STEEL GRATE do FRAME/TRASH RACK, CONTRACTOR SHALL PROVIDE SUMBITTAL DATA (SHOP DRAWINGS) TO ENGINEER FOR REVIEW AND APPROVAL. Berrrl To Emerqency SpMwa Anti -Seep Collor (See Detail) 1 /4" Steel Plate 6" Clean -out Cap Storage Elevation �_'lev. C m srmonent pond V 10 eev 6' Min. 6" Cap 2.5" Drilled Hole Outlet Structure Wall 6" PVC Tee 6" PVC Gant. Grout Seal Draw Down Orifice Assy. No Scale ELEVATIONS SCHEDULE ELEVATIONS SCHEDULE LOCATION DESCRIPTI13N ELEVATION 'Al' MAIN POND BOTTOM 33,00M 'A2' FOREBAY BOTTOM 34.000 'B' PERMANENT POND 44.00 'C' TEMP, STORAGE 45.33 'D' 10 YEAR STORM 45.39 'E2' TOP ELEVATION 46.25N■ "F' MIN. BERM ELEV 46.58 M INDLUDES REQ'D F SEDIMENT STORAGE ZONE MW DR AS READ FOR ADEQUATE PIPE CLEARANCE 6" Min., Trash Rack (See Detail)_ Precast Hole for Outlet Pipe — Precast Hole for Orifice Assy Tw. Bottom Elev. at Structure Location Excavate area around orifice_ assembly as to provide unrestricted flow (Hatch Area) Outlet Structure Details No Scale - `} .I 41. � I 4 Q� I I. 8" No. 7 Stone ease Sob 6'-4" Squ SECTION B-1 6" Min. Berm To C Ton Elev. "E2" © Elev. "D" (10 yr storm.) p Elev. "C" (Storage Elev_) Floor "B" Permanent Pond Aq ti 8 48 .t No ` 1 �til� l REVISIONS 10/31 /11 PER CITY 11 /2/11 PER TRC 12/21/11 PER CITY STORMWATER STORMWATER POND DETAILS BY: Crystal Coast Engineering, P.A. Civil and Environmental Consulting Engineers David K. Newsom, PE John R. Freshwater III, PE 3817-3 FREEDOM WAY, HUBERT, N,C. 28539 PHONE: (910) 325-0006 — FAX: (910) 325-0060 License No.: C-2553 OWNERS BHP WESTERN 405 JOHNSON BOULEVARD P.O. BOX 1685 JACKSONVILLE NC 28540 (910)346-9800 CAROLINA FOREST INVESTORS LLC 722 LYNCHBURG DRIVE JACKSONVILLE INC 28546 (910)554-7611 ,DEVELOPER EAST CAROLINA COMMUNITY DEVELOPMENT INC. 108 PROFFESSIONAL PARK DRIVE P.O. BOX 2400 BEAUFORT NC 28516 (252)504-2248 Pr_ 11 H 13 N NOT RELEASED FOR C STRUCTION STORMWATER POND DETAILS OF WELLINGTON GROVE PREPARED FOR EAST CAROLINA COMMUNITY DEVELOPMENT, INC. JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOH N L. PIERCE & ASSOCIATES, P.A. NORTH CAROLINA LICENSE No. C-1888 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: DECEMBER 21, 2011 SCALE: 1"=60' F.B. N/A , PG. N/A JOB # Email: BrianJ®I1pnc.com SHEET �-, 002� -JT7 P7xT r,. .I '`'.� rt .Y• y+ ,—y�,-_i .T, r7•fa,, •T•. •„r� m .r -__ _. - , �' 'i- �' '�'dl 'i ,a. r:e'la..f 7.� � rI'��ir Irl. •��, t� 1� .1 �. G:Wruje slWELUNGTON GROVE - DAVES FILES►dwglQ 1es.dwg, UY14/2011 12.50:03 PM, rinshNorris, FP Designist 500ps plus 42 t0 W v O O � Iv + O ,,, M 7 � 4 00 �NCn c� �� �O ob �°� v S FTOR r Gib' C49��� TIC ..... ..... n O � OS �� p ���'U �/ � y • � co---- a 61 I 0 ti 03 ►- 5 ~ CD - Pe -o 8 'a L� L ` c. UE Z -� E & Q ., _. -... - Z Z • o ID ,� D&UE 48 Aj 00 o N d 0 5 q �a c� �o� c Ir ON 1 +l V J so �'' G� cqC� ERUCT' �� t11 S7 +'. THiN r C O � k_ 11 11 p .� Ti 71 v �i,' Crystal Coast Engineering, P.A. ° '. :����1 1 Civil and Environmental Consulting Engineers 0 5 — John R. Freshwater, PEEn David K. Newsom, PE o /�' 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 PHONE: (910) 325-0006 N FAX: (910) 325-0060 N BUSINESS LICENSE #: C-2553 1 i --- - ---- --- --- --- --- ---- --- -- _ — - -- -- -- -- -- --- --- --- - - --- -- a — --- -- -- -�-- --- --- -- -- --- --- -- - -- ---- -- -- --- - - -- - --- --- -- --- --- -- - --- -- - - -- — _- -- -- --- -- - --- -- --- - - -- -- --- _ _ - --- -- -- - -- -- -- --- --- --- - --- --- --- -- -- - - -- - - -- - - - - -- - --- -- - --- --- --- - -- --- --- --- --- --- --- --- -- --- --- --- --- --- -- _- --- --- -- --- --- -- ---- --- -- - --- --- - --- --- -- --- --- --- --- --- - -- — --- — -- -- - -- --- --- - -- -- -- - - - - - -- - - — - - -- - -- -- -- -- - — --- L HIN - -- -- -- - - - -- - --- - -- - --- -- -- -- -- - - --- --- -- --- - - --- -- -- --- --- --- -- --- --- --- - --- --- -- - - - --- -- --- - -- -- -- -- -- - _ c _ - --- --_ - — -- -- -- - - - --- - - -- D A— - -- - -- -- - 7-7 0T. i -------- --- -- — — — -- - - -- -- -- - - a z -- - — - --- --- --- --- -- --- -- -- --- — — -- --- -- - -- _ -- - -- --- - _ --- -- -- -- - -- --- --- - -- --- - - --- -- --- — — --- --- -- -- - - --- -- -- --- - ---- - — — -- - — -- — — -- - - .-.-. -- �•sr 0 'sv 7A3 13 GZV +Z :V1 -- --- -- - -- - — - _ --- --- --- - -- - - --- - -- --- --- -- - - - -- -- - — - - -- — 03 1-7 - - - - - — -- --- - - - -- -- — — — -- -- - - -- --- - - - --- --- -- --- -- — -- -- --- — --- --- --- -- --- -- - - — — — --- - -- - - --- - --- -- --- -- --- --- — --- -- --- — --- -- - --- - -- - - - --- --- - -- _ - -- — --- - _ _— --- _— -- ___ - -- -- ___ — ___ ___ - ___ - ___ ___ --------- _ ____ _-- — -- --- -- — - — - -- -- -- --- -- 11 ,ir' L 'ti 0VIS 00DIP RNI - -- - --- - -- --- -- - - - --- --= - --- --- - --- -------- - --- -- -- -- - _-- -- -- - -- -- - - -- -- - --- --- -- --- --- It t--- t ------------------ t --- t -------------- ---- --------------------------------------------------- n n z O --I M n r �, C.,1 0 _.._.. .. _ WATER, 0 SEWER & STREET PROFILE C J1 0 Q) 0 ,�`�H �'=QQ,.�FES•4!'r = ;. o i,9L� �i,,�a `���>yttttrr���� �,- •.`''.t: l''/=",flsty;` CAR SEAL 'ff14s3 - nab;; K. East Carolina _JACKSONVILLE WELLINGTON Comm. TOWNSHIP Development N GROVE ONSEOW COUNTY ' Inc. JOHN L. PREPARED PIERCE & FOR ASSOCIATES, P.A. I 7 N ATA lzi ro, k, 1; 0 MW — -._ 7i .1it • DROO,w SID,•/V(3 WN WWzaplaawpa -Iiw 2.2-3T. — V Aft�-Xww- UIVI Z"-M*�7 z"Mm- mlam"Wr-awp 70 7s WAL W-Eft Wn • NOW to AlVlpi 4 mm� MAIN ENTRANCE CAROLINA PARK AVENUE VERTICAL = 1"= 4' - tee■■■■ � : � ■ill l■■■■11e■■■e��i ■�I■e■■ ii I■■�e■e■■ee■■e■ ■e I■■�I■■e■I�■■ee■■■■■■e� INN Lh 0 cu 00 'n I . s 00 LO in Cl cq Lu M C 1 0 0 W LLJ Y � U1.) Z C,4 C: Z3 (A W 4.4 C Ld M 0 M u- 3: W=) 0 uwc (A Lu 'Fa (2, Z >: LZAJ LL- W 0 0 -1 E 0 cn c C-50 LLL, 1O(n 0 0 a Lu04 z u > c r-1 LLJ ff uj 0 M fu 4-J (n C 00 L;j i>-� > u z 0 M u SCALE : HORIZONTAL = 1"= 40- VERTICAL le■■■■■■�e■ SUMEL.-M. SEEMS NMMMENMMMMMEN1MM . • MENNEN USE WAMIMI in■im� a-111111111 ■■■■■��■le■�1 . IMIN LLI LL- 0 > 1���1����n��._, .��\ASS■■■■®���■■■ • V) CL 0 (1) z L) LLJ 0 0 - ME 0<: 'MEN w IS", CEO E--4 a. L.Li C) 0 uwj M��® la Ili =101"M HE M iAla Lu M. V) go USE r-4 Q 0 ME MOM 11 MOM MEN MEMARIJt mom NOME=- AN Imm■■ om■1001111111111111111 NEEMEMS ■�e■11�®e■■■®��■ MENEM 0 I ME MEMNON EMS=■mmime■■ SCALE: 1 40' MOMMENIMM MMMM MENEM DATE: 9/11/2011- mommo��� OMNI ON "Mimi NIM IDRAWN BY: JC/E)KN: MEN ■ 3 2 1 0+00 'SHEET q) op aril• -C"M py M'1-Am :.OnAJI:I" J';41„/!A 1_ 4_.,'.3 -M F'd August 15 - November 1 ume 2 tons/arc 5-14 10 Err!►Thar ..,. 1000 Ibs/oc 0-20-0. -. .- 500 Ibe/arc Uneeorifled Service L•spedezo .. 60 Iba/oc KY-31 Feeaue .,,,.......-_. _..._.. ......30 ibe/arc Rye Draln ... .. .- _- 25 lbs/ac *Straw, Mulch - . 2 torl F'v ft ivo Milt OneciloV - Cwdoeft September 1 - February 28 Llrrle .. ........ ...., -.. .. 2 tons/arc FartiMzer (low nitrogen approved for Centipede) .. (Appropriate fertilizer approved for centipede application) fte Drain..... 90 Ibe/oc l7Mriipede Seed .. 15 Ibs/oc (overseeded in spring) *Straw ldlAah 2 tons/arc Wbdw Twwwwy C10 w . November 1 - February 28 Lime .. 2 tans/arc 10-10-10 F*Mlrtzer 700 Ibs/ac Oafs ....... ... ... .. .. . ..50 lbs/cc Rye OraTn .- 20 Ibe/ac *Straw Mulch . 2 tons/arc I!aMrirmm 80@&V - March 1 - April 30 Lim• 2 Ions/ac 5-?0-10 Fertiliser._ .. ..... ... ... .. .. .. 1000 Ibe/ac 0-20-0 .... 500 Ibs/arc Searifled Sodom Lespe till 50 lbs/ac KY-31 Fe•ow ..,,,.._ ... -.. 30 Ibs/arc er wnt•p Millet 20 Ibs/arc *straw Mulch ... 2 tone/oc "ft.immi SwechV - - Apr11 t - July 15 Lima . .. .. ... .. ...... ....... 2 tans/are r•rfr11I (law nitrogen approved for Contipsde). .. .. (Appropriate fertilizer approved for centipede application) caaflpade Seed. 90 Ibe/are *Straw Mulch..... 2 tans/arc L prRIMfrMill March 15 - June 30 lima .. ... 2 tons/arc 10-10-10 F•rtilhar,.. _ .. ..... ...... ..... ADOO lbs arc 0-20-0 - .. .... 500 Ibs/ac Saartflod Sartaaa ezo. 40 Ibs ac Common 9srmudis Gros (hulled) . ..... ... ., .._ 8 Ibs/oc *Straw Mulch... -. 2 tons/arc W1ti1m TNfQarafy Cow June 30 - August 3 t7rn • .... .. 2 lone arc / 10-10-10 Fertilizer 700 Ibs/oc n1• Mtilot ... ..... ...... ...... ....... .. 8►vr p .. .. .. ..... 40 Ibs arc / *Straw Mulch 2 tons/arc 1NOTM . Mule will be doubled 1f crimping is the method used, of JACKSONVI E ""'�"*" '�" Ae1e�.wr,NC 7slp oea Tres VE IPAMMMMvcia WATIMee wAaera7eala aaX SEEDING Nowell _ 01 SPECIFICATIONS DOUBLE CONCRETE BLOCK FILTER AROUND CATCH BASIN (0-6) N TS r 7= err "; ro Uy 1r'F • I = MSW' • i 1_ n'-G I_' 4- A,' FILTER FABRIC MIRArI 100X OR EQUAL FILTER CLOTH IN 3'-0` W107H SECURE TO FENCING. EXTEND FABRIC 12" INTO X T - BURLAP WILL E PERMITTED. E CAVA ED TRENCH. No L B y v ? y ��v VARIABLE AS DIRECTED BY PUBLIC SE TOR "w :Y NORMAL SPACING II MAX., �,•._�. REDUCE 10 4'-0" NEAR LOW AREAS. i rF WOW POSTS ARE USED, "'" FASTEN FENCE WITH NOT LESS .Ir THAN 9 W^RE STAPLES 1 1/2" ONG. w ♦ WELDED WIRE FENCE 4' SPACE. TOP B� S I��� - GJAGE M� TE r `%'� '✓ •; i MARES ARE 12 1/2 GGAGE MIN. y EXTEND FENCE 6' INTO •Yv,r vv v NOTE 1� - 5ELF-FA57ENING STEEL P0575. DRIVE POSTS 24" INTO GROUND + v v v v v v WOOD POSTS 4" IN OIAMETER MAY BE USc0. v y v BRACE POSTS AT 4, •. .w v v .,5. -OW POIN' - 's'ar III �I I ! 1 �r I 90' TYPICAL :- IID' MAX. MIN. i_ NOTE 2 liir �I _ I �I fII 7, . I �I: STEEL DRIVE POSTS MIN. 24' (EXTRA DEPTH NOTES: -ill j REQUIRED FOR UNSTABLE SOIL " T� baekfill into trench and compact the t11 soll firmly to anchor the bottom of the silt fence so that the runoff Is forced to go through the fence. No runoff is to flow under the fence. 2. To Increase storage capacity and prolong the life of ttre'silt fence, excavate a 6"x6" sediment trench uphill along the line of posts whenever possible. 4. Total drainage area flowingto silt fence may not exceed 1 acre / 100 LF. of Y silt fence. 5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow (creeks, dttchlines, swales etc.) r> .rrAll in dA.Sall� C1TY of JACKSONVILLE At, >�.1n.,Nr.]LSAt aw.1r11,r tAmaw.u.. eTAlo.en,ew.�rAlsw aeY TYPICAL �`OS o- riw Ito eaL :370- �",„ SILT FENCE `",:, "ter EXISTING ROAD DUMPSTER PAD NOTE: PROPER DOOR STOPS SHOULD BE IN PLACE FOR THE DOORS TO STAY OPENI DURING THE COLLECTION PROCESS AND CLOSED WHEN NOT IN USE. THE DUM SHOULD BE IN ACCORDANCE TO CITY SPECIFICATIONS AND COINCIDE WITH TH OF THE ENCLOSURE. b/ xFFIAN C3nsur.'rt_ �r_•et.. ]c/�_ 27'JF - ./"fi I'1. DE DI A. x L 12' - 0" PLAN VIEW DEEP �yE`R AND L.NE POST 4'- 0" 4'-•0" 4'-0" 24" DIA. x 36' FOOTINGS DEEP GATE CORNER z ' POST EooTlNcs LAP DETAIL ry BX6 PT POST GATE POST HARDWARE N - TYPICAL (LAG BOLT HINGE OR y THRU BOLT) 5' CONCRETE PAD LAP CORNER �. / tit a BOARDS 'e,+ � a �I I rq N 1 I r, VI V 11 ✓ Ix6 PT WO00 2'-6' 1 PAVELS WTH N (3) zX4 PT o Pr = PRESSURE STAINLESS N - TYPICAL iy STEEL SCREWS TREATED �► a sx6 r T CORNER .. POT - POST I 3 GATE ELEVATION i j l _ SEE CORNER 7! --1'.- LAP DETAIL jl I '!II 2 2x61 ri •�' + I o } .' � I� � ill I° o I ?+s a x I o II 6 n (3) 2x4 PT - TYPICAL x 1 I I , III x r I I zxz s" i I LONG NAILER j I a OR STEEL ANGLE s) •,,' A j 91 M r RL Id 2 2X6 PTTr- --�_- - I% r0 1 . SIMPSON ST22 oFF NOTES: N DRILL CONCRETE FQR RODS TOP 1 1. Alternoilve design must be approved by the Planning Division and the Building Code Administrators, PbA.1 .rrlelxs-vl�e, CITY of JACKSONVILLE >twr1A*w.rd�.c6m we4lc. J.*10aVm4 N.0 sew un wn1 m lAQ✓b(YRIi lTAIYpIVD e,vrwTne aa.Y A TIMBER DUMPSTER SCREEN Nat _• � 130 MPH DESIGN (EXPO) u°"11ft '. ; Cit-0-FABRIC lxc nW1a) PLAN MEW I. stone do - r-a' 2. LwegOe - As offeatMe but nes that et le80 bet. 3. ThklsAsee - at Nsass own ale (6) %dwc 4. Wk"h - Net lase then full •lien, of d pabfe of 5. or gaga. IAs+Yrsrrn of tr. aEEv 11110E tic 24" x 3er rweove ssdbtwllrpr :1 sholl tom poll, dot t. ofl- OMW NUT OhNN-2 wa]L When nag I Is requliI R deal be dreg an m area atabF4md ill crushed stone which calla Into on approve sedhmt trop or sedhwet ball Al esdbeent "be prevented tram sntw6 an alone drab, dMdh ar raberaourm tteolrgh use of ;o;4 gar, grovel. hoed: cam q m or other approved mslAods. 1111 6. Malitina+ee - The entralas did be lN6lk6 IN a condition whidl will prevent bow ar Iloolm of ssdblwet onto public rldlte-of-watt 116 nmy, requFs pericift top armed and/Mar cloonou do mi ad repair of any rneclilurve used to trap sedbywet Al searisink "Mad, - 'IPF d reof or I aohad onto PL4ft ►0to-cf way mug be rwnovad Yren.dlat.ty: • lxera. _STABILIZED CONSTRUCTION ENTRANCE (D-5) NOT TO SCALE -.D PSTER PAD DIMENSIONS a PART MANUFACTURER MODEL Co'. No. METER BOX CAPITOL FOUNDRY MOX--I o• EQUAL METER SETTER FORD VB74-84W-41-44 COPPER SETTER METER BADGER / 70 (1")-- NSTALLED BY CITY UPON 'n'+'MENT OF =FES CAST IRON METER BOX a•Xfi' SOLID RED fw OR CONCRETE. Z BRICK la 3 II ,o - ROAD RIGHT-OF-WAY - FINE GRADED = SAND 1 12' 18 1/13• V'N OPENING 12' MIN. PER MANJFACTURER I' METER SET BY )ACKSONOLLL (SEE NOTE 3) METER BOX 4•><B" CONCRETE 10' BLOCK - SEE DETAIL r-FINE GRADED SAND . I: :'��-"-.".��".,.-":--FORD VB74-64W-41-44&- �jea COPPER SETTER -- - '�-Y 1" CTS COMPRESSION m j 1-II I_ INLET CONNECTION 1" DOUBLE PURPOSE EIP OUTLET END -I _ Flow I METER YOKE ," TYPE "K" SOFT DRAWN COPPER OR PE SERVICE LINE TAPPING CONNECTION SEE DETAIL 513.03 SEE NOTE I NOTES: 1I- I- E_ ' 1. If installation is for stub -out meter, meter should be purchased from City of Jacksonville (of applicants expense) Motor must be vet straight. d: centered in box across meter connections. 2 a er 1e 3. Substitution requires approval by City of Jacksonville Public Services Director. 4. Meter shall not be located In a driveway if possible. If meter must be located In driveway, o traffic rated box and cover shall be used equal to or exceeding the MiA-States Mosfics, Inc. "BCE" series Rectangular meter box part No. MSBCF1118-12 pn'"mmain°`"' eeii°` CITY of JACKSONVELLE '�' f�•riee, NC7Wl We 111111111 Tie 1AQfElVnU erAMUM CMY [ WALM, I STANDARD V DOMESTIC WATER Nat _ A'� 1144 METER INSTALLATION 'a', 'IT" "er ^4,L- nrw 1' -'1 1r, rN Street/Parking Cross Section NO SCALE VERTICAL CURB & GUTTER 1/2-R NOTE 5 I / I / l/ Y : CURB & GUTTER T Score r curb do gutter at 10' o.c. 2. Provide J expansion 2 1I P " ex joints at 90' o.c. 3. Concrete to be 3000 P.S.I. O 28 days, air entrained. A. Spill sections will be approved on a case -by -case basis by City Public Services Director, 5. Chamfered edges abutting asphalt are not permitted. SPA1.111 ,:14""'""'°" CITY of JACKSONVILLE ?' L kmmvlkM.0 2ml uw V nmR AACKBDKVK" rrApPew" wennc4TeEe Ear TYPICAL CURB & GUTTER Nut � _� ar SECTIONS 1trwha1'i �` PAVEMENT DETAIL N TS 1/2- RAD. _\ SPILL TYPE 24" CONCRETE CURB AND GUTTER N TS D?-.c;� 'c"idec L; /•.rr;.,, � r¢�I.T_ - ;--yerc. 7H: 0. .7-F 1 /B" RADIUS 1/2' • PREFORMED ASPHALT- , r IMPREGNATED EXPANSION JONT- 7YPICAL EXPANSION JOINT DETAIL R/w VARIES (SEE C'TY OF „ACKSONVILLE I'-O'MIN. SIDEWALK AND G_REENWAY PLANS) 3' MINIM fVARIES TOOLED EDGE (TYPICAL) SEE DETAIL 401-0i 4- THICK 3000 psi l CONCRETE S/W 12 12 dl CURB '1/2r-- 1/4r-- 12 ♦DN SLOPE PAVEMENT _ T1 • VARIES, MAXIMUM SILOPE 3. 1 COMPACTED UNDISTURBED �I-I- UNLESS APPROVED BY THE SUBGRADE SUBGRADE PUBLIC SERVICES DIRECTOR. TYPICAL SIDEWALK with UTILITY STRIP R/W VARIES (SEE CITY OF ,;ACKSONVILLE 1- 1, SIDEWALK AND GREENWAY PLANS 3' MINIMUM EXISTi SEE DETAIL 40l.U7 VARIES kG CR,40E` i � TOOLED EDGE (TYPICAL) ` 4" THICK 3000 PSI 4---� 1 12 - - CONCRETE S/W 1/2 12 ~- - _ ;)� CURB DIN SLOPF;2L` �` 12�1 PAVEMENT 11 1i �_TT- il--I1111' r " - )r{ • VARIES, MAXIMUM SLOPE 3:1 COMPACTED UNDISTURBED UNLESS APPROVED BY THE SUBGRADE SUBGRADE 1 - 1 ")✓11� I PUBLIC SERVICES DIRECTOR. r I IT TYPICAL SIDEWALK with UTILITY STRIP NOTES 1. Provide I" deep tooled traverse structural score joint With 1/B" radius at 6'-G" I 2. 1/2" preformed asphalt impregnated expansion strip joints to be placed 32'-0 o.c. longitudinally, adjacent to curbs, when butting existing structures, concrete, or buildings, and of changes In width. v1cL P.D. BM I n '" �'�' CITY of JACKSONVILLE``- �� "C rut -Q* KC 211l 1s rml T1a eAmErvnAn 21`411 leT1 vlrancATns En.Y TYPICAL CONCRETE SIDEWALK I NewAt _� AY3 AND EXPANSION JOINT DETAIL '� Ie1 Q j WW F W F L� F fv FWJ F W o ar ul K z z z z z X O 0 � p rc � _ O=y_1 Q M 0 I WW Y W Y t�t�iiJJ T z 1n o W ~ 1­­ P_J ■ 0 z w to i'y m 0 � z �! W LJ > t O 1 I N [�V �m N. �m N Q CIO.m I- Ld ELElf cc D U U LL 'O r m try 'ry T m Y1 �,P m ?„1T m HIPS r NP y J, nOi [3 Yi ^OI I N c n ry s o rc o x a v'<HMm � z= A! ¢ 1a 17 7 V Z a I 1 o o I G •1 C C 1? O ry g m U < N iff o rcs o0 w 0si i g�i o > e at m E a � a C � V 9 e a e U � a � L e da o c n E a .0 n E a o a Arm E a E c cN u rno I a „ 'D a M 01 O : E o E m v a vx 3`vlm � vet m a N a �c O a one 1 • G N � L V lm O G c m ,n �� t O m Y 01 �0 of L a N 3 311 ib it 00 o�2c a } 0a-0 e� c ao in C.- a 3, O da 0 - a O0 -6a C 2J C° % = N O O O H G C n M r 0all L C a O ur ! a I v c- • a-• av o oc.•`m I to 0-0 a c goo EE ore `o eeEo E E 'C m- IL - W v` `o'er as C ro O Ili v 4 aI--a- � � N v1iLt h P.Q. I'm 6e°e"''"- MY of JACKSONVILLE el 1nen1..mr-211 1 rs was T= JACKSONVU E $TMmAAa imBmmr-4TMM CWT .. TYPICAL STREET CROSS SECTION Na _� or " �,�••'° (GEOMETRIC PROPERTIES),�� i� i NOT RELEASED FOR C N3TRUCTIEON WATER AND SEWER DESIGNED BY. Crystal Coast Engineering, P.A. Civil and Environmental Consulting Engineers David K. Newsom, PE John R. Freshwater, PE 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 PHONE: (910) 325-0006 N FAX: (910) 325-0060 License No.: C-2553 GENERAL DETAILS OF WELLINGTON GROVE PREPARED FOR EAST CAROLINA COMMUNITY DEVELOPMENT, INC. JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L PIERCE & ASSOCIATES, P.A. 409 JOHNSON BLVD. JACKSONALLE, NC 28540 PHONE: 910-346-9800 DATE: DEC. 16, 2011 SCALE: NTS F.B. PG. JOB # FILE NAME: TYPICAL DROP INLET warm owlet SHEET,1 OF -Iul t ill-y E-y n•rs ALL JUNCTION BOXES SHALL HAYS A MANHOLE ACCESS. SEE DETAILS C06,01 h 633.03. TOP TO READ "STORM" & "ORAINS TO WATERWAY" NOTE 7 PSI -PE STEPS PROWDED BY ' PRECAST MANUFACTURER OR- M.A. INDUSTRIES. SEE DETAIL i CO6.04. MUST MEET OSHA REQUIREMENTS 1/4' COMPOUND �i EXPANSION MATERIAL w CL �a5 I- < U >L a a z 'CPU e: i N � m $ FOR PRECAST BOXES, N j.- SEE NOTES ri w JOINTS TO BE SEALED - S z WITH BURU99ER i M JOINT SEALANT FILL OPENING 1H7H ORDUT PER DETAIL 639. 01 •� A.. NOTES: rORMED INVERT ENE 1. Use either concrete buildlnq brick - DETAIL 639.01 POURED 30DO P.S I. ASTM C55, grade N, type 1 or clay brick - ASTM C32, grade MS. CONCETE EXTZNDEO 2. Mortar to bet SASE type M. 3. Concrete pipe to be class III. 4. Reinforcing shown is adequate for a maximum clear span of 4' based on 200 PSF live load plus welght of top (Non traffic). NCPE to design for loads & spans that are greater. S. Precast bakes to conform fo latest ASTM C-913. 6. All boxes over 3'-S" in depth shall be provided with steps (12" D.C.). 7, Provide 2' diameter opening and additional edge & diagonal reinforcing in concrete top at Manhole frame access. 1-CLOftt`„�"'`'"'°' CITY of JACKSONVILLE C ladaw.Rr, K.C.lg41 � rum +Ke uallwvnur rttN6Asn seo.rr.A-Ions asl.r TYPICAL JUNCTION BOX user Ts. eelY ,d34.a1 F• DETAIL ansvnvrnATs wesr I DRAINAGE PIPE OUTLET PROTECTION CHART PROJECT: Wellington Grove to = 5 mires 110 = 7.5 INCR, INCR. TOTAL TOTAL PIPE Ccum AREA 010 AREA 010 DIAMETER LENGTH GRADE A 0.54 0.22 0.89 18 28 0.20% B 0.54 0.24 0.97 0.45 1.86 18 119 0.20% C 0.54 0.00 0.00 0,46 1.86 18 118 0.20% D 0.54 0.00 0.00 0.46 1.86 18 31 0,20% E 0.54 0.09 0.36 0.09 0.36 15 23 1, 00% F 0.54 0.14 0.57 0.09 2.79 18 120 0.20% G 0.54 0.20 0.81 0.20 0.81 12 116 1.00% H 0.54 0.18 0.73 1.07 4.33 24 128 0.20% 1 0.54 0.57 2.31 1.64 6.64 24 107 0.20% J 0.54 0.30 1,22 0.30 1.22 12 60 2.00% K 0.54 0.00 0.00 1.94 7.86 24 91 ll L 0.54 0.96 3.89 0.96 3.89 15 126 0.95°/a M 0.54 0.50 2.03 3.40 13.77 30 130 0.20% N 0.54 0.14 0,57 0.14 0.57 12 55 4. DO% O 0.54 0.48 1,94 0.48 1.94 15 72 0,26% P 0.54 0.14 0,57 0.14 0.57 12 67 0.60% 0 0.54 0.14 0.57 0.28 1.13 15 64 0.60% R 0.54 0.00 0.00 0.76 3.08 18 97 0.26% S 0.54 0 41 1.66 1.17 4.74 18 112 0.26% T 0.54 0.21 0.85 0.21 0.85 12 51 Z00% U 0,54 0.27 1.09 1,65 6.68 24 88 0.26% V 0.54 0.21 0.85 0.21 0.85 12 57 2,00% W 0.54 0.00 0.00 1,86 7.53 24 49 0.26% X 0.54 0.31 1,26 2.17 8.79 24 98 0.26% Y 0.54 0.00 0.00 5.71 23.13 36 63 0.21 Z 0,54 0.06 0.24 0.06 0.24 15 23 10.1 AA 0.54 0.07 0.28 5.84 23.65 36 70 0.20% BB 0.54 0.15 0.61 5.99 24.26 36 42 0.20% CC 0.54 1.02 2.63* 7.01 2.63* 24 82 0.5% DD 0.54 0.56 2.27 0.56 2.27 18 39 0.09% EE 0,54 0.00 0.00 0,56 2.27 18 119 0.09% FF 0.54 0.00 0,00 0.56 2.27 18 86 0.09% GG 0,54 1.37 5.55 1.37 5.55 16" D I P 117 0. 44% HH 0.54 0.38 1.54 2.31 9.36 24 1 W 0.09% ill 0.54 8.91 36,09 8.91 38,09 42 119 0.26% JJ 0.54 0.11 0,45 9.02 36.53 42 115 0.26% KK 0.54 0.14 0.57 9.16 37.10 42 110 0.26% * From Routing Analysis I-13.'ZN. ELEVATION REMOVABLE KEY WRENCH 13 W/DE TENT I Y REMOVABLE PLJG SEE NOTE 1 � 11 IEEE!il- - I I I III - " � t2- CL. MIN, -SEAL ALL U _2 W/VALVE I PROVIDE I" DIA. SEE SHEET-� OPENING rv-N BUTYL RUBBER 2 OF 2 FOR SEALANT fN ALL PART I.D. g 1 r .JOINIS ,1G ,• 16 17 MIN. MIN. K p a 4K NOTE: CITY PROVIDES 7 5 2 12� 3 4 2 5 7 = 75 N METER, CONTRACTOR TO PROVIDE ALL OTHER MATERIALS f y s AND INSTALL '<� METER k VAULT.w'�, �`✓-L r r'. x1`+�{ Y 1 c a 6- MIN. N0. �.;fp],,.�. 57 STONE • - UNDISTURBED 1 SU9CRA13E 4' MIN. SQ. OP NING Mill, CENTERED OVER METER F3 I t z I i � t6 12'` 7 2 1 3 4 2 I T 12 15 16 o � i I `9' S r 5 o 8 6 4 14 © I + 9 s. I•----- --- -I - �Me, R.AN VIEW N vu � Pin D. Am IN dhtes@s.wrr CITY of JACKSONVILLE l JMwwd w r lacb-fir q 1'(e XMI un wee 'reel I4C0k*r LLA rrAFtlY w lam2A7O6 aW Y ww -" STANDARD 3" & 4" COMPOUND �w1AL 4•.., ,� Y,,,. �' WATER METER (U.G. VAULT) z= BMW . DRAINAGE STRUCTURE CHART STRUCTURE NUMBER TYPE TOP TC INV COMMENT SDI Curb Inlet 48.68 46.15 SD2 i Curb Inlet 49.68 46.09 SD3 Junction Box 49.78 45.85 SD4 Conflict Box 48.94 45.61 Floor=44,27 SD5 Curb Inlet 48.68 45.78 SD6 Curb Inlet 48.68 45.55 SD7 Drop Inlet 49.50 46.46 SD8 Drop Inlet 49.50 45.30 SD9 Drop Inlet (2) 48.53 45.04 Double Inlet SD10 Drop Inlet 49.75 46.02 SD11 Junction Box 49.20 44.82 SD12 Drop Inlet 48.00 46.81 SD13 Drop Inlet (2) 48.56 44.63 Double Inlet SD14 Drop Inlet 49.75 46.56 SD1S Junction Box 49.36 44.36 SD16 Drop Inlet 48.70 45.70 SD17 Drop Inlet 49.75 46.29 SD18 Drop Inlet 49.75 45.89 SD19 Junction Box 49.19 45.51 SD20 Drop Inlet 48.53 45.26 SD21 Drop Inlet 49.75 45.99 SD22 Drop Inlet 48.79 44.97 SD23 Drop Inlet 49.75 45.88 SD24 Junction Box 49.30 44.74 SD25 Drop Inlet 48.91 44.61 SD26 Curb Inlet 48.87 46.56 SD27 Curb Inlet 48.87 44.23 SD28 Drop Inlet 49.75 44.09 SD29 Junction Box 48.80 45.08 SD30 Junction Box 49.70 44.98 SD31 Drop Inlet 48.50 44.19 SD32 I Drop Inlet 1 48.50 1 43.89 C�l�t'1 lt'i��.9V fi0.JPL�P7 .wv re'.w & err - 41sr AV JB' aye - 41511 am s 4M 4M Conflict Box Detail - No Scale ,tt►1111ffcc, 1 C AA 18 4 is CO ', 'yyyyf if 1t11���', tu zq d EROSION AND SEDIM f1JATiON CONTROL NOTES: 1. Sedinant cm al devloas and structures shall be Instal" maintained and amended ae needed to Pravtde of ectM oentrol of accelerated sedinent"m Lore the oontrlxr1l Watersheds we stabiltied 2 A. Notlfy Inesrd O"or and Laid Oudty Section prior to beglnn =w1rudlon. 9. halal construction *near"ces. C. Silt fens @hall be lnetded where sheen and on all down elapse of areas to be dkhrbed. 91t fame shal be malntdned until the are M atablllmsd Co;19 Mgg 0. Instal Stormwater Panda win indicated. D1wrt all surface drainage to porn with d verelan ditches. E Complete rough grading oothWee. Maintain sciftl aantrol E IMtd Storm Dralli Sated. kWo Doak a Cravat Not Protsotiae @rand ON halals F. Complete lire grading oothRIeL Instal road bars course. C, Stobtlbe (seed and mulch) those arom not to be payed and/or bust upon. Canetruot and stabNhe (sod) vegetated sod shall be pined In place to prevent AD- lodgemil H. Mo retain @radon control maeaase m needed to assure OA I. Upon st�elle with permanent grorldoover, renrove wd- mant trope and owslnmt swdee per Swale dotal if *600 yv his sod Nnere in resales and seed/muldn al other disturbed area. J. AN panrnahr dopes and sWi: etelps than 3:1 rind haw ground cover wNAln 7 OdWN cr doge add ~ disbated area within 14 aakndor days K. Pomomnt grondooVr for al disturbed seas w1ft 15 waking days or no mom than 21 odendar days follm" come dlon of any phase of grading. 3 Instal nniawaaIF m i ch mied acalla r and sedlmantotlan oontral praalteee befaw and canplete grading-cooldinq to the approved Plan. Lana and meads elnedd be detsrmind by col teaL Canted NCDA for additional Information reoadinq t V# al available. Follow rates suggested an Indlvldnral seeding mbn ahonren. Apply lime and i0 Well and work Into 4-6 Indies d soil by dell a otlnr wrItablo means Operate m on the oentour. When using hyvdtossil apply line and fallbw to oalria h, kloae surface, CampMte seedbed prepaaNan by brsd:ig up large clods and raking Into a smooth uniform surface. 1 -1- t seed Into hadrty leoaned eseebad that ha not been sealed by raintal. Seed mktun rind be distributed uniformly and com with a dean straw nice". All mall shad be crimped or asphalt tacked to help hold In plooe. Matil and appilootton ratss are as Maws Willume 1000 11.10.1011- eilil (10-10-14) Soo 6&/= Mulch 2 tom/ Psi sNda Canrrnan Bermuda FSept. 1 - April 1) 100 ins/sec. Fwous LPL 1) 50 ba/m. Rye Orin (Sept 1 - April 1 only) 00 ba/as Osman MNget�(AprN 1 - Sept 1 only) 50 ba/oar. Osc. 1April - i(abe Lapedam 50 ba/as. Rye Orem 100 be./oa April 15 - Sept 1 German M" 40 be./ac. Sept. 1 - Oro. 15 Rye grain 100 be:/sec. 4. Ca metal Is rrsponelte for malntai+iq of all central measrw and for amending measures as rpuiwd to prevent *OWN* t d easier Ill taking palace on tile alto. 5. Once all area have been etablb@ , oanbentor Is to remove tenparay @radon control measures, regrode, b mulch to neelabilt�e three yeas 6. For addtl oral requirements, on the approved melon and esdlmentatlon pe mlL 7. The arrant of etrow mllddn is to be doubled! to 4 tame/oors N singing Is the method used for arohor" the m". (C NOT RELEASED FOR C N9TRUCTiON WATER AND SEWER DESIGNED BY: Crystal Coast Engineering, P.A. Civil and Environmental Consulting Engineers David K. Newsom, PE John R. Freshwater, PE 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 PHONE: (910) 325-0006 err FAX: (910) 325•-0060 License No.: C-2553 GENERAL DETAILS OF WELLINGTON GROVE EAST CAROLINA COMMUNITY DEVELOPMENT, INC. JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES. P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: DEC. 21, 2011 SCALE: NTS F.B. PG. JOB # FILE NAME: SHEET !f y1 �+lOF