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SW7111005_APPROVED PLANS_20111219
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW_% DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD LEGEND, 1STM ASPHALT PAVEMENT PROPOSED ASPMT PAVEM04T EDORAVEL ENTRANCE/EXIT n f S i, ,N. A i ,- EK FIRE ,, EX y, VALIC G'PPROVED NO TENVIRC ..---"L MENT COMMI`' p i OF WATER QU.- Date /Z//q + `i /� 5tw7 (T/osS- rI 3,ormwa:cr Permit ND.-L1 — NOT RELEASED FOR CONSTRUCTION mv, 4 F r3-if -1�'c s r1- f) ( r'1 -7 1 .... F_l pyy iJ � I C:' 1{Tr 1'ET I'Di SITE PLAN/COVERPLAN/COVER SHEET EXISTING CONDITIONS GRADING & DRAINAGE UTILITY PLAN .: PROFILE SOIL EROSION & SEDIMENT CONTROL I-11,.z%l' TT'E, GRADING & DRATNAGE DETA.ILS a A. "I E ATER DETAILS VV ATEI LINE DETAILS `OIL EROSION & SEDIMENT C0N"1-'.R01.'1 D 1�TA'iL` -_--•r— ....s�•srore 189h1vow e JE RR=Be .r,IIIII --•-.� cssrma x9TSA^P t �•�' gawp 1 NA1fD TRB I Et aj I I INAVC I I It i d n O 83 AG a 7 I i I % I V '"(EL14') I I �I2 �W r , , �, � 1-°� �._.e r. - �.L ... I,,., , r _,�,. 1 cX rim �m _ __-- Itv .. - -� .. ..._..._.___�. ... _ 5 1e' 34' Zr E'-� 7aaY BD.DC 75.1107 1 eD.fw" 75 aD.DD nGD lase' €I I ENA 80 6UIEVW TAIME'' SITE PLAN/COVERPLAN/COVER SHEET EXISTING CONDITIONS GRADING & DRAINAGE UTILITY PLAN .: PROFILE SOIL EROSION & SEDIMENT CONTROL I-11,.z%l' TT'E, GRADING & DRATNAGE DETA.ILS a A. "I E ATER DETAILS VV ATEI LINE DETAILS `OIL EROSION & SEDIMENT C0N"1-'.R01.'1 D 1�TA'iL` -_--•r— ....s�•srore 189h1vow e JE RR=Be .r,IIIII --•-.� cssrma x9TSA^P t �•�' gawp 1 NA1fD TRB I Et aj I I INAVC I I It i d n O 83 AG a 7 I i I % I V '"(EL14') I I �I2 �W r , , �, � 1-°� �._.e r. - �.L ... I,,., , r _,�,. 1 cX rim �m _ __-- Itv .. - -� .. ..._..._.___�. ... _ 5 1e' 34' Zr E'-� 7aaY BD.DC 75.1107 1 eD.fw" 75 aD.DD nGD lase' €I I ENA 80 6UIEVW TAIME'' 6IARtC4 L645 774 RAFJIUS OV LEWTH GHD LSFAR1145 GL 3LI' 746 x7' 3JL' N >8' 50' m'w 67 334.4& 10%. ` !W.=, H Qv' Xv 25, iV G3 1650' 22250' VJ2' H O4' 43' 29' N 64 4.3L' 222 `0' I-W, N DL' L4' 24' E t5 7345' $1iS0' i3f3' $U5'43`36"E C.6 90.W* 212>00' WOW 5 07' OL' 28"E 67 W.45' 177".ap' M,05' H f0' m, N.IY CIO 164J2' 2V2,50' 0461 5 M* 44'2W E C4 f78<69' ;WWI 5 V 30' ov E F 00 z ! L r E LIT �rt d zed �' ca in W •t' U to Pf v a E �1 2 F! W pp tlu W 0 Z ram" Z a.D w� 2•., ,11� .Z r[R sCCO •'G iVn. O7 �i ktjwi► . � IIIM 42•20,V t O ER'.. NATIONAL ALOUBON SOCIETY Y 4 ' o w cn »...,�.. «. �.,... �., 225 VARICK ST, FL 7 K g � ^' V &I NEW YOW, NY IOm4-4396 ,E,- Y,._- -- W �, s r 4.i 2, DE Rt PW- fSLAND RESERVE, LLC Zvi '-Al. � �..`'� 'i C/O SUMIT GUPTA ce a et'. 3 °T w _. a � �! ' PG x E BOX 7442 Z w t- KILL6E1AL NELS, N027948 .-.� i+} q.SS_ S�iaw �4K VON A PROPERTY IDENTIFICATION: TAX MAP 128 PARCEL 1F � 44'rrn ti AM PIk OT 28000001FUW0 c It RECORDED RC L, SL. 18S ;,�5�'� S ZONE; LIMITED BUS-NR)IEL, (LOH)MEu a z & PROPOSED USE.- SINGLE FAMILY RESIDENTIAL OWN 7. PARCEL AREA: 370,O+i sq.?L (TO M< LVI _ &ae sass (€RACY 8) 281 sq.R, (TO F,LS.N,V.) - GI +xres & SETBACKS: FRONT 20' 'VL {CI..)^4') SIDE (NOR'M}: IV Fdn4i'`5J as SIDE (SOUTH): 15• REAR: 25' 4'%E` (EC»TZ.) e. BOUNDARY k F.DOSTTRYG ILWROYEMEafTS A BASED CH SUTtvEY BY Ol1Ek.E m f e tizz. RAVI 08 ASSOCIATES (DATED 2/2/iij —_-. 10, TOPOCRAPHIC INFORMATION BASED ON INFORMATION PROVIDED BY STYORS SURVEYING SERVICES AND PRODUCED BY LANDMARK ENGINEERING, (RASED ON NAVi3 80 DATUM) In O W 2 DATED 7/20{Oe. OBTAINED I7 ELECTRONIC FORMAT; FILE Poe OW-BASZ;_8-8-OB,DOK.. 0 11. SOUTHERN ADACEWT PARCEL DATA A EXISTING IMPROVEMENTS ARE BASED ON AN GK U TIC VOIFT SUBDIVIESION PLAT BY QUIBLE 8 ASSOCIATES (DATED Z/18I FOR TURNPO(E PROPERTIES, INC. (TAX MAP 128 PARCELS 1C 8: 201, (P.C. 3 S. 118, CCR) 12, FL,&II.V BASED ON 4/25/11 LOCATION BY &AMBLE @ ASSOCIATES, P.C. Li 1& FLOOD ZONE DATA PROVIDED BY LOMA PLAT PREPARED BY VICTOR NRITE, P.E: DATED 01-24-10 AND APPROVED BY FEMA REF: LETTER TO COUNTY DATED 05--11-=10. f FLOW ZONES: 'Yf'. "X' B "A€" AS SHOIMi (SUBJECT TO CNANCE BY FIE m ) THIS PROPERTY IS LOCATED IN A COASTAL BARRIER RESOURCE SYSTEM (CBRS) AREA AND - C9E[°fuR c s4 A'rdSA'"CA K f e-sss.9 -- . earraxu _ . rrw ORONO sus OWWWO. pl�� -.. wMw .® 1 ���w�LLL �� ® �m� ems+ em . rr r s.s .w.s +rwr �s FR�1Ti Sl{y. IS NOT AVAILINSURANCE FOR RAM LOWINSUINSURANCE N U AN CE FO FEDERALLYPROP NaT g1AL _ uvslauwr F -E�cE. 4' _ ..._ ._ I -- I I -- I --- ...._ I, . , .___ .... �. I �. I ._. I --- ---"; t 'I -- I ��Ael�i�FiiOM PRI RiE7C5 FOR 14E PROPERTY WAY E[ #L r §A, � � � T{ N ARMY CARPS OF ENGINEER '404" .WRISDICTIOeA, WILMITS Ate'. LOCATED O1 THE � T I I I I TRACT 13 0 r immImmomm �. I ... i.,� . �.� - I , I I I .r_. ,+ . �... _... �...� I. �� ..� • I A L3ii'TF�/+f%k FIB•/ 1-3 V: NOTE. I .. _ . — --- MWH — — — I _ . .._ I _ I I ._ -- - iq�M wlilE7$4 A �� Y , v. ' '"' I I ITHE DATA GIVEN ON THESE PL 4NS IS BELIEVED --^ _ _ .. , W W _ �. _ �. ..�„ _ �.. I, K ACCURATE, BUT THE ACCURACY IS NOT _ ...._ I ...ram � �... TO 1 HV.— - j — GUARANTEED. THE CONTRACTOR IS RESPONSIBLE v_r I _ �" i ( ( �a I ( y*I i " ` I — I $ _. �. I. _ , w ... ( — I ( I I I FOR VERt"MtG ALL LEVELS LOCATIONS, TYPES, — I AND DIMENSIONS OF THE trl(7STM►G UTILMES I T I N e 1 I I I I I 1 I I R I I R I M I - I " PRIOR TO • CONSTRUCTION. IF A DISCREPANCY I n I to z7,F111a1 =I I TtAAVA 8l3 IS FOUND WORK SHALL CEASE AND THE ENGINEER :. R a. _ A m NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS „- o = z z ai,Ird,.w �.=rr.�^n rf� e: : � e1'.^aTa ��s r»::4, .°a .as w.^.I,gy "--N _ , ®'' I ` ° Ems emm r rmrl ms wwa ;Fr OZONE X, "YE"(EL 12, NOTICE TO PROCEED. 1 v1 W i r 4 qN' I �f1 j 2&. i &s9 Ft I ( HA NAVD 8$ j 11 01 q 0) a I l I I of I I I I I I I Pa F1 1 IU� I I I u 4D I t t 25,E. a<. (� —i us —i r j j ,_` p U ui — Q Qp 1 t1# `I j lot ., l L I { I 1 ] 'i Rg I vYYJ L1f7 U'gA'"L. I k GTO Fql ji ( + 5S ntx+ua I I - I F I 13 I I I i "b) 'N � 0,50 Ar,rj a8w Arty UT r., I I I 1 I BEFOW:YOU ,BN., ., �� 1_e00-&U-4W NORTH CAR0UtM ,; . aarr,� cAtc ELL y F i I I I I I I I 1`', 1 I I I I �ZOHE •_< �-T p I ' L. J L...... _.. t L ._J TSyy ... ... .,J L sI j I I I P+iAVD 88 I '. i ;I �'� "^.f � PROPO`.ED 45° M'BIE N �•'�• rf� ^DEN1iFICA�1C14i t, PROPOSED _� ACCESS, 5TOR11WATHt, j1 ' 'I"N 1 'S_,,= I l �E"(IIEY ACCESS N' Bay _ .� aDaa �. E T CONNECTS To 00STING 4W WOE ACCESS EASWNT I - 1 t LINDSEY LANE L,INI)E Y LANE.. ". L FIRIVAM 4 - _ (45' PRIVATE R/%) � ',,. .. - _ ,� � ..- .......-. ,� , - �. �,� s 1B sv 27' E — sie.aa ,:..r _ r +R s r - C7 NC r 1 it I ✓--" ^ "" t r N OF'EJ SPACE :. — I, r _.�, _�-..._.: ....., � =d.,. �„�-::.. `•.� � _ ®.,.e .�,-,.. ...,_..> �. [<.. ,-.W.. ... -.. 4`fs.. - _ . r.. .. ,,,. & : .r ,..t s• . .r,..._x...,,, ,,.- _ ....:. -... _. - ..-. S .» _ .,, -: .. _ -- .. v. ._-....I I "3 i 4. , 3 +R ✓ _1'aP -. ram$ .. .,- s _...,,_ .-a^;-.:. .....,_,.... _ n x .. t .�",,3+"," ^+r•r - - '.". �.. a.aa. f .b5 .. � .,� T=sue, �.,.,,..«.. � . .� ,.HS .. 40_ _, K . u r .5 is \ t3N � r y ..- 6 , J s-_.L.e�ut.:.,_.•5.,..;�.Z.i.�„c�"..,._'�:, ..1. x'R�'i.,.Y'w,+2 Y^.$3a,.,,L:•s.x.�..sPr�.'i•�.e.-% . 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'::•. 88, , ....... ........« ,...«...,.. „ .. ,..,,.fir.1�'A't .............. , ,...:,,,.. ..,... .....:, .....: .«..::a..:...::,.. . � . .'-`-' . ................ .. •.. ... .. ...... .. «....,..- ..a ,, ...,.,. a.. .,..., .... ..,. ,,«,°............ ........ ,.. -.... ,... ... ., ,,, -.. .., .... - .z. ,`�-. 'r�Is ■saw-.. eC.^'nG[`F:r. s t s R. 4+1«,...,,.., _--- ,r _ e _r. �'•.�, ~'DEt�_ j-J _ � ., ,,.- .,... _.. _ .. ,y ..+,,.n. � ��1'"^.`s , �,y.' 't$.�97'li''R "^ � ` .,,_ � -,. I....,e'^ .... „_„��_ •`,a,A,.'a: .'w'.. ice... a"'f i�_ <, AC8.5AL'IYA'I TNT^' 1 r 4A . .Y ,_•yk=; t� ..,. Tub nx.� ! �r+-1�t�� r"r .- = "'....-- GRAPHIC SCALE l AY0AGA[f6NTFLM ✓ �51GN xo D 20 e0 as w�...,.. r T - CMAf:.RAP. i �IN YKET ®m® COMMISSION NO -. P07112 OESIGNM By DPAWN BY TAS CNEGiF#`A BT - DAD MWS ISSUE DATE -... 82511 NO. D t 9 s 4 Y `ti LEGERD ElDUSW ASPHALT PAVEMENT DZMG CONrl WALK El _ CONCRETE r a'. E(S�-aR iclz,J`,I] EX. FIRE HYDRANT EX, WATER VALVE EX. CABLE TV PEDESTAL CI EXa TELEPHONE PEDESTAL EX ROAD, NOT RELEASED FOR CONSTRUCTION f762VP LATH KIiM OV LEN57H 00 AR#46 61 AW .W.20' 3.11, N0*S0rs73"'N 62 _3q,45' Azwgl �8.02a NOr"'25'N c1l 7650' .223_SU' W7 N 01''43' 24' N C4 g31' .2 l q.ml N0!' M'24'E C5 7345' 22 .w, _MJ 5 4 * 43' Wm E G6_ gO.401 zv_w' g41.3q" 5 07' OI' 29' E a ".4 5;1 17750' 68.03' - N 00' 3f' 34' N co 164l2' 27?.5'P' f61.01 4g 178.Bg' 22750' lT432' S ,38' 3lif 0q' E ATLANTIC OCEAN' — E '.-°" yy� �q "VIE"(EL«t' .-......,_..----~ ssr; �,-.--. s,,,as+ ,»"".. .v.v",.•:,.•-'-._.,n.,�._>_.vns....-.a,va-__,,,ww•ea...._.rvvw..,u _.-.rv.rvx.�.v /i4i ifi" MAP IfWYV (yp ftmw_ _ _ i _ A{ .-. "cx� - r. �. '' .. M+C) c.�w afrN Gt ,,,n.M� .�"` -memo °Aao4er omma-ampw ( C ...-a --.. r •ram �67""5s B4'Sf'Arr- �:'; .,,_'<_7,---`.--',Q9 - f'II • 1. J J --.r.. a t r - > ...5 mas',u x.r, ,.rz is".m^�;rvi. ftImoftt er •sz s^.; ^.m � c:� n t^s�'�. .. _..._._�,..._..�__._.�.,..,...�,�._... 95 .....:....,_.____.._LOLL.-�.__.R�'.,c+. ,�'^�^.q°"..!-_ _ ,14 1 NAiq, t:::: N.rs. m ___. _ I I - -- N-- �� I ---- _- I . _ f » - ' y�£,'�p i .,..— .". ._- ..,_ 36l263_ 5r{.Ft. � s _ I ----------` -- _ _ Ia I _ - _--- ^--- __ - -_ -- , . -...-_..-a���f - -----_"--- -_--- _ -- ---------'------------- _- " I ... _. _� __ _ ___ - LOLL. __ - - - - __ I . _ # I _ -- --.._- _-' _ I - s �. ..._ .a....e.`�, _.w / l �. F,('ei-: .� ,,.,, a.'-- — _.'_' __t / ._._..._..... rv..M..� _r 3'.- r 2 NOTE. awP,�' _ .. ,. - 1 _ - - _ _ _ ,....I ._- _ _. -:- ,i , - ..® �- r. 'ry _,.. __ .� _. I ,._., �- _._ _ _ - - _ - _ - - - . ` ^^Plri1 8 "` - _ -_ .® �- ,_._ ✓ \,..._.. _. _ _ ,- - - - - - - -- - "_ . --- - - - - F A.�-` s ___ _._.__' _ --- - ... - - sue_ - - �'YE EG3 -. tt - . - -.. ., - - - _ c � - ,� �_�I-.,-.. , ,r...».<-:s»:.." cw ^ - -,� �... o R^mRrviN '.ram- "' 'is�Fn ._ ar" s I� { — — _ ... _ _ -__- r,m> .rev _ rv„ aa�Mmr+- cam ak�RlBa� �s�' mm" aaem �£t- ra^ n �Raa B »car= r,: _-- _ T rI - - .. r .= , , _ - > _ _ - - - _ _ — a .�_. _-�c-,-n e. cr, .a - ^^.. s.. ter- -"z - _ - - - - � r .. _ - _ a _ _ - ` - - - - _ _ x- . - - - THE DATA GIVEN ON A _ _ _ _ _ _ _ r - _ -_-_ --..- - - _ - - .. _ - - - = _ = - N7�vD b8 EN THESE LAMS BELJEYED _ _._ _ -.._ r-d____ __ y _- - -- - - --i _ _ E __ _ _ —_� _ _ z _ - - -. � - _ _ � _ I - ._,_ _ _ __ _. _ -. .,_ ., _ _. --- EIEA B Y _ _ " _ _ _ _ _ _ - _ _ _ - _ e RATE UT THE ACGURAC 15 NOT t I _... - ___ - _ _ _�.-_.___ _ _-__F -_- _ s£I �T v E - .. _- ___ _ - -_ - - _ _ - —, _ _ _ - _ 4 _ - _ v..___..rv_ __ _ -. _ « _w _ ,. m.. _ . __ _ _ _: GOrITRACTOR f5 RESPONSIBLE . - __ -_ s _ _ - - _ _,.. r _ _ _ - - , ,, _ _ _ - _ +'." _ _ _ _ _ — . _ , -� . - - _ FOR x \ _ _ _ a _- _ _ . _. _ _ . _ » _ - _ _ � .` VERtfYlNG AIL LEVELS LOGA TYPES - W _ _ - - r. - -_- _ r _ _ _ � _ _ _ _ _ _ - _ - - _ _ - Twos. r .LOLL _.® _ ... .. _ ®� ♦ S _ _ ::m _ v v .. ., .. �. .. .f ,_ - ,. 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I I I �'; - � � - - - I mom& t OWNER: NATIONAL ALqDU8ON SOCIETY 225 VARICK ST Fl. 7 NEW YOfK NY 10014-4,395 2. DEVELOPM PINE ISLAND RESERVE U.0 C/O SUMIT CUPTA PO BOX 7442 KILL DEML HILLS, NC 27948 a. PROPERTY JDENDFICATION-� TAX MAP 128 PARCEL IF PID.'Of2$OGODOIFOODD & RECORDED REF CE. P.C' I, SL. ISO 5, ZONE.- LIMITED 81.19NESS-1110111 (LSH) & PROPOSED LW- VNGLE FAMILY RESIDENTIAL 7. PARCEL ARE&, 3MO41 so,ft, (TO M.H.W.L) - EL49 �ov (TRACT'B) M052 sq.tt. (To F�LSXV.) - 9,61 acrIn & SETBACKS-, BEQUEM FRONT 2V SIDE: (N IV SIDE = 15! REAR: Z. 2. OWNDARY & COSTING IMPROVO4ENTS ARE BASED ON SURWY BY QIABLE & ASSOCIATES (DATED 2/2/11). 10. TOPOGRAPHIC INFORMATION BASED ON INFORMATION PROWDED BY STIONS SURVEMIG "WES AND PRODLCED BY LANDMAW ENGHNEER004 (BASED ON NAVD a$ DAIVM) DATED 7/20/09. 081 ED IN ELECTRONIC FORMAT. FILE P0S0DgFAV-8-8-,O9-DM - I ex lljb'm� 'M-wl rm_�� 5mom, E - 516-3rorE I 11. SUPIWERN ADJACENT PARCEL DATA III DUSTIFIG IMPROVEMENTS ARE BASED ON AN � '..'.-----`*`- , j6W Q-2rk.e PROPOSED FIRE HMA14T � ATI,ANTIC OCIRAN S "y-v'44rf " m4w 1.� !,l ... . .. * EXEMPT SUROMSKIN PLAT BY WKE & ASSOCIATES (DAM 2/10/04) FOR ILRMXE IW(ELF I 5') . �`,- PROPERTIES, INt (TAX MAP IM PARCELS IC III 2C� (PX, � SL II& CCR) -,-----"* oqlw HAVID as - �t-T�l '- -= =9�.'- I - ,� -�' - 1�1 , (D SANITARY SEM MANHOLE - 'u 86 , - C==5r -'--mo -rf--1 '�� '-� � - - - -,��.(,, , r 17- F.L.S.N.V. BASED ON 4/25/11 LOCATION BY CUBLE at A5SDDATM P,C� - @9k ti W-vh-u. - SI 0*$4'A7'f '� mmm � go "wo "'m �� a -vqq"O�!�-'yg-1 ---6- -:mw twft- ===-%a - cvs' n- �' IIFF�4'1' -is? I DaSTIING CONTOUR I& FLOOD ZONE MIA PRO"ED BY LOMA PLAT PREPARED BY MCtM WHITE PJE- DATED V=� mm-� � t7_1 - - IFvjT4vII;ym =mmzmm -12206"'� � on -on" - - I", I I - --� , i-i�� " 122�� ... se�..-���-.�.-�.�-..�-...-.��--�--,�.--. "`�(rl- 14 ) IVAIO I " FlMD ZONES'. *VE7. 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N:�% ::-:.�.-'-'%.:'vi [ 1, OWNER/AGENT DO HEREBY CERTIFY THAT CURRfTUCK COUNtY AMMES NO RESPONS18111TY FOR THE ..... 11 ........ � ......... �'." m4moamp .. � � � � � � ..' \ \ - . - ' � + � � � . � + I I I � I 1 1,411.11 .... - E2 .�'%......%%%%..% -"' -`,I� ,I r % .... ...... . ... ... � � � � I OF THE STORMWATER DRAINAGE IMPROVEMENTS .".. ::f �"l+'"l"l""""*l'4* I ' � ... � ..... �' ........... *+ " I WILL DEVELOP THE PROPERTY IN ACCORDANCE WITH THE APPROVED PLANS DESIGN. MAINTENANCE OR THE GUARANTEED PERFORMANCE ��--� ''' -�VT : �- � 1 "�4 +".%1.4 * *."' I 1�1.1.1.1 , , l.* I I I I I * * I " I , . " � ' -I F rRUCTED OR MAINTAINED SO THAT SURFACE WATERS FROM II, �%%%%%* " I - I . WHICH WILL BE CONS � �_4 _ __ __ ___ .. _ ... ... � .... � ,.,.,. loaxmw , . �� V ,_- -,- -�, I -'%l.%%l�.'%- 1. � �' � '�'L ........ ''I'll'' ...... I ' ' ""* . � �-. � - *%%%% �"'. ��. �' -� I I," - * .... �. r I � � SUCH DEVELOPMENT ARE NOT UNREASONABLY COLLECTED AND CHANNELED ...... � ................. " *' ..' ..... % I., v � " � ..... -"' -:-:-" 'I � '. '. 11ES AT SUCH LOCATIONS OR AT SUCH VOLUMES '4I�� -. � .,., � '.. .*.'.'.*.. � * 1".l.l.l.% � -� "%%' %-: .� :.,.,+*�*.*.*,+",.....�'..)�.�:.�.' � -�. I l.+. ..... tL. . . -.. \ 2- - - � ONTO LOWER ADJACENT PROPER - . : . AS TO CAUSE SUBSTANTIAL DAMAGE TO SUCH LOWER ADJACENT PROPERTIES. IN ��. � " � .... � � � " � � .... v ........ � I 4 1. � � � ... -4 , ".. " �. ,-/ -'---, I I, � � r.�' � � .... k �- --- '... '.. ' N .l.l. - \ �"'% , �. - - -� � I . � . . . . � . � 4-.%%%'l-+'l..-.frt�' �..-.'�.I.�...'�l'�..�4..'�':I*.'.*I'�*�'�'.�... . L - - ", 14-Z �- -.. -.1, 1'1�1. . - I ADDITION, THE DEVELOPMENT WILL BE CONSTRUCTED OR MAINTAINED SO THAT IT "F I - , :',' ....... 111 ... ... �-' I 11 " � %'...% , " GRAPHIC SCALE � '::.-.-.%.:.%-..': ...... "-'� " "%""'�%�'%"'L-�" " � i upu t '. :.�'. �<' � -- y WILL NOT UNREASONABLY IMPEDE THE NATURAL FLOW OF WATER FROM HIGHER 411-10410� 4 ER,, 3R. P.E. .11 kirl-SIN --�� . . . � . 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L ALL WORK SHALL BE PERFORMED IN ACCORDANCE WTH THESE DRAVAi THE CURIMCK COUNTY WATER DEPARTMENT STANDARD SPFCFlCAlICNS AND DETAIM THE LATIEST - - - &_ - - - - - - - - - - - - ---- - - - - - , , , � , " - - - - - - - - -I- - 1, Q 0 � EDISON Of THE NORTH CAROLINA IDEPARt7MENT OF TRANSIAORTATION (MCDOT) ROADWAY STANDARD DIIAMGS AMR SPECIFICATIONS. KAM GOVERNING PUBLIC WATER SYSTEMS - - � - - - - - 6 - - - - - - - , - - - - - I - -' - - 41 - - - � - I - - - - - - - - - - - - - I - - - - , I,-,,- � , I A - , I—, - - , I � - 1 4!i- - , - _. - - - A LEGEND * ZX z (NCDENR PASS). AND NCM& DIVISION OF WATER WALITY. ALL WORK IN PUNIC RIGIff OF WAY SMALL BE PERFORMED IN ACCORDANCE WITH THE J.S, DEPARTMENT OF I , - - - - � - - - - - I - - - - - - � _q� � - - - - - - - I - I -q- - - � I I - - - - - - I - - I , - - - - � � - .1 - - I I U � 5: �! TRANSPORTATION FEDERAL Hli ADMINISTRATION NOW AREA PROTECTION MANUAL THE CONTRACTOR SHALL MAINTAIN A COPY OF THE CONTRACT DRAWAIGS, PROJECT - - - - . - - - - - 4 - - - - .' � - � I I - I I - - - - - - - - - - - - - �' - - - ,-VEP(EL14) , I ol Z W I I L �Aj- - - - - A - - - - - - , - I , I - I �n # Ali > �� G MANUAL. AND THE LATEST E04P.r& OF THE SPECIFICATIONS AT THE PROJECT STE AT ALL TIMES BURRING CONSTRUCTION. I � - - - - - - ' - I- "T"z I , - -� - - ' lo� - - - - - � , - - - - _A� __ - - NAvD-as- A /" DMTNG ASPHALT PANUENT 0I . - - � � �' t'.- - - ' _� __ ." \ - - __ - AAVE:fs��I'q - '.' '�'__ -� \ - - " - ' '� k;,- - - �' , - 1� -,FOL- - , � = - V� 2. THE LOCATION, DIMENSIONS, A14D ELEVATION OF E)OSTING STRUCTURES. PIPING MST AVAILABLE DATA AM ARE APPROXIMATF , I- - - - - — 12o m- ':5 E ,N E � " ' - 7-�'z- - - � 4`ilo A, AND U74jlnC$ SHINOI ARE SASED ON THE - ' I - __mVD as - - ' - - - - - ___� - -1 - _ - - - - - - - - - 0 0 3 & � 1411E COKIRACII)IR 94ALL VERIFY ALL 0 THE FIELD PRIOR - - - � - - _; - __ , ? to * � - A - -� - A - - - - - - - t A ' - -'Il 421)7 ,,, -N,4 - - - - - - - - - " -P - �' � - 0 1 - - - F SANITARY & STOFAt SFAERS SHOWN AS E)OSTING ARE BASED ON DESIGN NFORMATION FOR LOIS 1. Z 4 ATA IN - IL Ex� �wiv� , . - - . - 1. ,,, �- - - �lm� �_M.Fzq _T7= � � I �_ - - - " - r.qjit �w F�p - ' -'- z * I TO CONSTRUCTION TO HIS OWN SATISFACTION. THE DIAMETERS OF EXISTING PIPING ARE APPROOMAIE AND SMALL BE VERIFTED PRIOR TO PERFORW4 FINAL CONNECTIONS, it, momal -xmPxi4--- lm�r Y12i 'Wihm ollmillim � =iPi= 41 . t - ..=P - '___' - .�L�' �� �� �_ A� - 1� - _11101101 � 111111=� Immum � , "i _ T*(FL PROPOSED ASPHALT PAVEMENT 0 2 ;� .__� A- '. . __ 11 � - - _"' - - - - - - I - - - - - - -- - - - - - - - - --- - � - -, -L - - -NI as- C__ i 0 IN - - - �' A, , - 1 'W -�_-- - - - .' - - __ - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - z m:��-:zJ_L_- - - - - - - .' , -, � �' - - � - - �" Z CONTACT NORTH __ _---r-_,:_� -,-- F�n I El - - � .. � - - - - - -- - _'�L - - - � - - �� - - _77",yj - - - - ze 1PIE CONTRACTOR SHAIL PERFORM ANY TEST PIT WORK OR PROVIDE LOCATION SERVICES AS REQUIRED TO AVOID CONFLICTS WITH EIRSTING UTUTIM I � 4� , P.", I �� - - - - - � � ; - - � .J I - - - - - - - 11 - - - - , . = rh z V) 0 A; ; .1A.' - - - - - - -42!j - - � - �� - - - - 7. '- -�F 1 . - - - - - - - - - - - - - -- - _ � - - - - - - - - - - - - - - - --.-- , - - L-z_.- -� - - � I , � . - - � �-: - ��- � - �� - Zv - - - - - -- � � - - - - - - i" � , --"�7i�-P� - P�""'z - �� �� �' � 3 - - �� � - � - _�� ;-_ - I " 4! 9 - - - �_ --x�A;'_'F4'�Al""" -, �"*E_ . - _ _ _ - _ _ ,-- j� - �'.L�.. .�T - � �� � ,A, I - '_ - - - - - - - - , - --" - �� � - - - - , - ,,, -1 - � - -- .." ya - z Z I - I I r .. , c �� _ j = - - - . , j, ,L�_ A ,.\ _ , +? F � . fy� Q � A�j - �'wt_4 LL,,, :�_'L__' - L Z .1 - 1`4 I , , , - - - � - . - - A" I I - 11 - - . - � - - � I � , I ' �. - - -. - - - - , , - - - � - : , - - , , , - - - - _.� , -- � . -1 - A %�' -- ' 7:__ - - - " � .-'� -, �-_ " � , 7 - - - - � FT - - � I - -1. � I I - . -- , - - __� - - - - - - � , A- , - i, i - - - - - - - - , - A , - - - _�;�_ '�' �� - ___� I I I � - 7i; - � ,ii0-- : _- - N-W - - - , 1� , - - __ � - - � � ' � - - - � � - -1 - - - : _L: a �_ 1,44:7-:mm:�_ __ UL ' - - --, -:�L -1 'I CAROLINA ONE -CAUL AT IM"HWE NOL 11-000-632-4949, 46 HOURS PRIOR 70 PWORMING ANY D"VA1104 TO HAVE UTILITIES MARKED. � -.+- AT4_� '�I't - , � '� - - � �Tj �r� -. -I 0 � I �;t - , � _ -11 - I - - �_ - _- . �'. � � El R/W DlSl(/MCNUMD#T 3, CHANGES IN NEW PIPING OR STRUCTURES FROM THAT SHOWN ON THE DRAWNM IN ORDER TO AVOID CONFUCTS WIN "SONG ELECTRICAL SYSTEMS, MECHANICAL SYSTEMS. __ � - - rm -.�'; '_�' - - - - � � .--_,..---..- - I _1 I �_ ��' - - -- - -0,1" � od 6 = "I � �, - t -, - --- - , - -, , ��"_-.' - - - - , � -_ L_ � -_ �' " � � � 1 - - - " , - V, 8 .i� f I - � � 1, A I � - - . '--,,- I . - - :2'__7 � - , '_�'. - - � - - tii- - A,- - - -- -- - J� - ;'� �. -'� , - - . .11 "I'll, I I __;� - - 1 �� - - _ � - - � - - sl 7vRES AND �'__ I ' �� ' :7 -� F �L F ,� 7F ! ! � Li� ��- - - - -_ - - � �-- _- - - _ _ . - - -_ -6 - ' - - , , it I z I � � - -, ��- �� - � - � 7qqw� I'll �- :2'-7-�; � 'AAL EQk#PN"TA STRUCTLIRM OR EXISTING FIRM SHALL BE INE RESPONSIBILITY OF THE CONTRACTOR. WHETHER THE CONFUCTS ARE SHOM OR ARE DISOOVEREI) IN THE nEm - '7' � � e" 1- 5 � - I - - � - . =SEAIt= IOI CIUSTIMID ELECTRICAL SYSTEMS, MECHANICAL sysmom commemT. OR E)OSTING PIPING 94 ORDER TO ACCOMMODATE �j , 1; v � � I - - . � j _ PME ALL NEW PIPING. RUC - �t - ' A , T � - 77� . - I __ - �'. - - - � I 0 .;,, � T/�� . _�_7 �� � , - ' I �_ i ,,, BE SEE RESPONMENUTY OF THE CONTRACTOR AT NO ADDITIONAL COST To THE OVINER. THE OWNER AND RE ENGINEER MUST APPROVE ALL ,W� I . �"' , " A, - � � �__ - � __ , - - , V"4 . In 0- - .- '� "/ ' "� -4 - - 1, V;�' �' � - - . I I L,j I �tl. , � � IL' 4'___ � u � ; I - ", - . � -_ I � � ' - - -_-..�_-�'- - .' � - - - - - - - - - - .'�_ ' - - - � - - , �-�_ � ,l - - - CHANGES - " - - - - - - � - -1 � -� - ' - "_ � - �. � - - - -, �_ �_-Z- �-�_- �' - - � _ � , ' - - - I - � - - I 11 I I ,if ''I -0 9:R - .� � '� = � - _� --,-- - - .� � '� , I �N - __' '� " , I ��'."fr � � "' - �� , 'I- , - - - ' :A- , , _%�v __ L � - ..' 1. � ,�__,_ __'_��_<'- _�-'_L - .-. - - _ I - - � '. - C'o� EY_ U11UTY POLE , _j ft I I � 1 4-. WANTAM AND PROTECT ALI, OVURFEAD AND UNI)MMOUND ELECMCAL. TELEPHONE- CABLE TV, WATER NO ALL ODER Ulli DURING ENTIRE CDMmUC=. -1-0- - - :--,-"" _Z�� - - _�'?______ ___� � L' _. __ - --',- 't , ' C 'llf - ��"��' � -, '_ - - � __ - - � I - '_�' - - , � - - - , - - - - - - � - _. A - - � T �' - - -I "' - - 70 8 - - _ : _Z -_ -.-�'-":�- - - - - 1, !'ql J'�_ L ___ - - _ - - - -- - - - � - �" .' � - , , - t W , _ _ - �' - . , - - �bj - vA - _- - - - -_ � �- _� 'j I. -� _ - - �- �-_'..T ';� �� I , - - �_ V� �� z � - - - t � - _�� � , - - - , , p 0 _ - - , - = - - - - - - - , - - I I I - I , , , _ j, _ - _' _�' i�' � , , - - - - - .i!, " - �" - � - - - - . I -_ '/ I � 'A�' , - : , - I I � I � I , I SEPTIC SYSTOW AND WATER SERVICE IMMIRUPTIONS AND OTHM LIMUTY OUTAGES WILL NOT BE Z� - - - , _ �'_ I A- :f� - " __ - - - - �'.� - -, , � �V� � � _. - - - - - - - - ' � ' � �L' - - . - � - - - " �� - 411.4 a 0 z N � _ - � , , - _ , : �� - - - � , ,- , - - - - . - - :m . I " , - - � ; _ _ __= I - � L , A, - - - - - 1 __'7 - I - , , _ � , - ; � I I " � I , , - _. _- ��A�l - - - � __ - � A , , � - I z 6 , I �& � � - - - - -,- . "� , I - EX. PRE HYDRANT - � - I' - - , - " "L : , _' I - - - I , 11 �' � , , I I I I . I , - .'l - - I I �� 5- ALL PROPOSED WATER LINE AND SE FORCEMAIN PIPING SHALL MAINTAIN A MINIMUM COVER OF 3.0 FEEM PROPOSED WAIR UNE AND SEWER PIPING SHALL BE INSTALLED I - , - - , .' - - �7_� - '� , - - - � . N "', _.I I L I '/ - - _�-L- , , A I\ 1� � I I - - . - I - 1, - I I � , �' � _' - - - - , ' .." . i'�� " low I '� � - I I - I I - I I I " I I I - - - I , I I � I , - I I - 1, - I I I �' \ I , - - - - - - I - , � , , , , - , _� - -. - � � - I t t -, - W N � ) AS REQUIRED TO ALLOW FOR MINIMUM lIr VERTICAL SEPARATION IETWEEN NEW PIPNO Am "STING WWTIM � � - � I '. , - I -.-.----- I � I . � � I � -1, - I I - - t ,,, - �l ' - - - - '1' / ', , � , - � , \'� LA. 12') - � ' ' - .- -, I , - - I �F " :1�" � ;j '4� :W: I 2 � 0 . � I . � I � , � '� I I I , �' � : I , � � / I - ' - - 4 , I - - LVE'(E �' � � �� LC ;; T�_ - / , I I - I , , � . I � �i' � - - _' 'HAV6 SO' `� ' 1 EX WATER VALVE r-1 GL PROVIDE A MINIMUM OF 18 INCHES CLEARANCE BETWEEN RPM AND FOOTINGS, STRUCTIERIESt AND OTHER PIPING LMLESS OTHERWISE INDICATED. A POSITIVE GRADE WOU. BE � I � - , I , " I I , I I - I I . - I - - - i, , , I r , , m 0> � RPI!!"' , T� - O." �6m 1 I'l , I � , � I c . . I � . . Sl� '.A. �'� I A - - - - I � F.M.Pi. - � . - AA.vm *-iq '�- ' I , � I � -" � .=.;U! - - - - I ".Y .'� -- .n'� , """- - m "" - - -7m _f�_�T� !�_ I - ' A� I .F�ffl " I V, Z= Z * MAJNTAIWO FOR THE VERTICAL AUGNMENT OF ALL WA70 AND SEWIM FORCEMAW PIPING TO ELIMINATE THE FORMATION OF OR eOCM]CTS. , _� Y, - .;mAAq .-p� , 6�. .A;* - ", .b.it , '� k 7 'Li'f " -.i...� , � I 'r-, \ � L p r L ..�.A , � , . I - - - I � , il� , r � I I 1) I �ql � A , I � F 11 ' ,;., , - � I If � 'j, _W- PROPOSED WKTERLlNE a ic� LAI . . I 1�1 I I � - . .L� , � 0 -� I � . � I " I I I I ..- - �' -;�� -AE74ft KI Al. � I I /' r , .1, I I - 7 GATE VALVES AMR VALVE BO)fES: PROVIDE AN EXTENDED VALVE STEM WHERE DEPTH TO MR OF VALVE EXCEEDS 5 WET A I � I i i - , I - "" .1 - I � . , I . I 1 .6� , , I ..y I \� ' I - d� � - r � - �A,f I� r " , ,,A I � � - , - - - a, -1rol . I, . lil�l I � � I I _Z� - - - . . I \NAW 38 � � � � " , I �l i 7& 1 1 1�r % I I , F , '' \ / - � , � - .'- - , - . - , - �_� � - � - - - I , - ) i'A _� - v �"' / - 0 - - - - , - ,-I--- -) - , , 2� s 1A , I 'o , - , __'� , , . . _ _ _ 'r , '� , , , ,_ ' ' � - & HORIZONTAL INSTANCE IS INDICATED FOR ALL PROEN) PIPE LENGTHS SHOWN ON THE DRAWINGS, REFLECT PIPT =413 T WAMRUME . AND ROSMAN ) � I - - - = - � � - III - - �7 - _ _ _ - - -19 _" I - - I - __�� - _�i'� I A, , I , t '' , ,,, � I - ' _ _ rl , - I I A �" �' '� � � , , ' - -_ - A I � - � SO URM MPLETE AS INQUIRED TO MAN AIM 'I , , i 1I . I "Al", , \ I I I I , I I I � - - _�_ __ I - - - - - __ 1� I "� , - - - - - - A \ _ - . sl �' " - I _' 1'1� "� , I , _ - � �� M, - '_ - I � 1\ I 11 I , '� - � A �� I I - US R * PROPOSED FIRE HYDRANT I - ALIGNMENTS SHOW THE CONTRACTOR SHALL PMVIDE ALL PIPE FITTINGS AS W FOR CO AM OPERASUE PIPE INSTAUAlli IO( � I 11 I � A . - - __ - - - '�_ - �J� - I ,I _ L � I - � I 1, k, / 'I I- - _" -, ih -:- - - - - , - - - , L I � __ �' , A - - 'r , - I � Ir I � - . , 4/' ,- - - ,_ ' .� A A I A _ _ ", " _ _ - - I - __ __ - � I \ I "I---- , I I , A lij I - - � - , I . '� , , '' I'll, - _' __: - I i - I � PROPOSED WATER mETER HAIIIIIIIIIII,% , - - � � 4 - '�� -- - - - �' - , , � - XTMS� 'j, � _ - -� - - - - - - __ � � - - - I , - - - �� i __ _�' - - - , � - - / I , - ' : : - - ' - - - '�_ , � ' , �- ' ,r , "�' , - - � - - � '� 1 9. CONTRACTOR SHALL PROVIDE ALL CONNECTING PIPES AND TRANSITION PIECES REQUIRED TO MAKE FINAL PIPING CONINE --) � I '� I - - 14 � � ' - , � -_ -- - - - - - - , __ : - Ir : " \': - - , -, , '_ - - � ", " - , - I __ I " , - - "�: ,' _-.. , - - " - - I I I - - - - - 1� �' I 'k '_ � - - - , - - ;' - - �'� T'�_ - -.-- - - - I 11 I -: - _- -:= - , , -' I - - - �"` '� __ , �L . - .__/ - - � - - -_ - .. .10 4, - - - - - ' '-�-.� A 11 - -. - I ' S IN ACCORDANCE WITH ALL _ - ' - , � , �� , __ , /' - - - I t , I , , - _- __Z _ '/ I, __ , - A - �� - � , I� - ,*' 0, ' ar I 11 " 1�1 � - ' ' - 'I- - I- - - , p- - I - , - - ' - - , A �' , � I -A-, , I %% -, � - 'i - ) h I , � I - - � ? - - - � � , ,I - - - - - 4r . � � I - A , I , __ - - I - - - � * & SERMCE SIGN AMID EN CONTROL PLANNING AND WIGN MANUAL ALL EROSION AND " , A, ' " , , A � I ) � " 'it j - ' - - I - 1, 1, - , , - 11 I w - - A I - � ..A' , - I z a WGETATVE AND STRUCTURAL, EROSION AND SEDIMENT COMPROL DEMCES SHALL RE CONSTRUCTED AND MAINTAINED FOR ALL COSTUMED AREA I , .1 - - - � � - , I - 1� �L ' - � - , ..." - - , - �:, -____ 1�_ � - , � -, 1� , , , � - IL , - '�y P, � � L -_ - - - - - - I I " - - I - t�t , �' - - � - \ ,,.��t` - - ". 0 , - - � , - - I I - � - - = �:� -�� - - - � I., - -I_-_-_ � - - u� � , 1 44 0 SEDIM T , , -1 - - I - . I'l I " ' -. - - , I ' - 7A�' ii - I I I I - - "' - _�_� , , - , '� - - T_ r i x 10, LOCAL PEQUlRFmENTS AM THE LATEST EDISON OF THE NORTH CAROLINA ERD I I [ , , , � .. , - . - - , - .' - _ � , " , - - , " I , I I I ' . - I it I - I , - I - 1. � -- _'l DOWNSMEAWL " - I . � , , � \l" - -i' 4 � I - - - I - L , _ A I I,- - , , \ , , , � � , , - �_ - I - , � � I I - , A � I , I - . - - - I - , , � . I A , , , - - - I AND PROVIDED 10-TH ERDSKIN CONTROI - , - -- - A .1, I I , ' - , I , I NV A , ��' " � \ - 70a'4�,55r,_2,�\- 'E . ( � � A � I , � I - 1 -4 MET PROTECTIONA AND 014M EROSION AND SEDIMENT CONTROL MEASURES SKALL BE INSTAUJM TO PREVENT THE MOVEMENT OF SEDIMENT I '_ '� '_ L-, I � _r_z.-'�" - - . _?_ � _� , � \' _ _ , \ _ , '"' 1, , , , , � "'7_ 11 - ' I I � , ' - �' - � - �. I - - - - A . - " I , I , I . I I 0 �� - A, / - , - I - . . kW \ , - - '?, , .- , " PROPOSED GATE VALVE 9 SEDIMENTATION CONTRO. "CES SHAM BE INSTALLED AS A FIRST STEP IN CONSTRUCTION AND SWORE OCCAVAMON SEGINS� SILT FV#M CULVERT INLET PRIOTECTICIN- L , � , � , , r - 4 - �' � - � /I I - - - - , -ku-- '� � � '� iz4 I * PROPOSED KNDS & TM I t , " , " I I _� __ �_ - 11, CONSTRUCTION Uldi SHALL IMMOX ALL DISTURBED AREAS ALL M ED DISTURBED AREAS SHALL BE I . , - _�' - A 1, 11 - - I A , - A � , L_ - - - W� , " , I - I - DURING AM AT THE' � . .'� - � -A, ' I � , I I - � - - WORK THE RIGHT OF WAY �/ A - �-� - , I I .1 � I I - - -_ I I I 1, " I , , , - , I - - I , I - -_ - I I I � , ....o' I - - - : I , � F ALL WORX SHALL BE PERFORMED WITHIN THE HCOOT RIGHT OF WA`T OUTSIDE OF WAY REQUIRE TEMPORARY CONSTRUCTION -�" � - - k" � - - - I I , , , , I '' I I , A - - - - - I - .- -- --��_ I I I A .� ,_ , , I � �:' � I - - 7 -120 � I iFMACK FROM F. V I :!z ,ND OF OcHsTRucTION, . .:;� r� 1, - - ri I . '" , � , , , � ca I - - � EASEMENTS TO BE OBTAINED BY OTHUM I - - �.�" , , - - " , , � I 1, "I . I ��_' _16�' " , � �' , I , I I N I - - - - - - - 'L A � ..'.�_ " � _� - - 11 0 SANITARY SUa MANHOLE o. � I �'- - � - � I ') " , 0 lu", �_ I , 6 � , , , � , :'\'� �' -�_� - ' � .' " I . ���"' 11 . I % 15 ;A , I A ' I � I , - - I �'.' r . i I - � - 11 0, %" - A - - A � , , , " 144. 1 , - - - �_ � � ' -- - '. ' r - -1i - - � �' - - - - - I . '.� - I , �_ I [t- - 43;9"UCT� FRr,*f F, V ... - - M2L UNLESS OTH5RVASE NOTED, REMOVE AM DEPOSE OF ALL ITEMS 04DMWD TO BE DEMOI-ISHED OFF TIC OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE. NO . �_j . - �� , I , .- , � A I - � L � ..6�' \ - ' , �" , "A " , , \ " ' r' - - - - - - _n' " - 'r "_ - - -1 Ir , - . 1. LOCAL REGULATIONS - - ) I � � , " - ". - . I I (I I\ , �' I �N� I I , - - � ._"' _� "-,* 'A , - I" , - jiti� - � , I .�� I , -1 ' _� I -SS-- PROPOSED SANITARY SEN�R A. .A,4 - I - - I I I A , N 'T� , t' � -----\ , �' --- _. ,-..4 " , & _'l " " - - - �."' \ '� � r - �- - _� r � c I 11 .- , � A, I I I I I , " � em 4. _� ,A 1, I , % A , -_ -Al ,_ Y I - I � ) , ,_ I I I I t- - 14& 52-11545AK N , " \ I - - , , - " , I I I I f " F.LW 13� THE CONTRACTOR SHALL BE FULLY LIABLE FOR REPAIR OF ANY DAMAGES ON PUBLIC OR PRIVATE PROPERTY CAUSED By HISMER CONSTRUCTION ArTTVTTIES. IKE ��l : �._ - � ""' 11 - ' ' ' �'I.:.�. ' ' ,� , -�' "L �...'r - _"-aa�� , �, � I ' I -, , I �'\' -, - - " -, - - - = - - - I I __ , I � ,,, - I ! 'PA.86 104#4 - �_ - - _ 4 , '4 1 - � L __.6 1 � � ?!-- - 14- 1 m CONTRACTOR SHALL REPLACE ALL DISTURBS) SURFACES IN KIND, mcLUDING PAVID�, STONE, DITCNESA MMU310)(ES, STOW CULVERISA DRIVEWAY . -1 - I - -.mr �- I Ar' , I � _� '!"h'�'_ ' ' �'. .� - ' , I � -.1. , L/� - ." , , 'A." I . � I ' _� - - I ..'.'� I - Am- I ..T� � ' CULVIERM EM - - - - I I '- - I - '� �' 'r A� A A IL _ - '� � ' l."r- ' I - . .L I I '.��_ . -11, ... I,- , I - ;;.;L . , _I � , 62, wm4rx PR-,f4pi_,mv. It 01431% TRACTOR SHALL REPLACE ROADSIDE SHOUUMM DMOE% Fill SLOP5S/CUTS TO STABILIZED PRECONSIRUCMION CONDITIONS .- , � A, - �' - - I � . ..... �' , I "I �' - - , \ I ; � � � � , L - �', ';�.�`i I ,. Q..: " - _ I " A I I , E , � , , , - - � ........ � , . , '. __ � - .�4� , ..� AT-ii. . I )� - I _� L �' - 14 .1. -W CON ROADSIDE LANIUSCAPING SHALL BE � � I I - - -, I __ � , , I � I � , � � _; PROPOSED SERER SER P"IECIED AS MUCH AS POSME, CULVERTS SHALL HE BACITAILLED AMID PROPERLY COMPACTED PER KDOT SPECIFICABOK CULVERT ENDS SHALL BE itiRADED - , - I A - - - - - __,A' I �' .1 'r --:,I-- � ,I- -- I - - 1�� - _'� '4.� I '.�.� A I� ' I . � - , - 'et, . � , � � - I'- , - -L - I - I I , , �� - , � " I i - - I , ';� - A- � - - - - I- I - i - I I A, M POSITIVE DRUKAM WITH SLFIEDENT EROSION A14D SEDIMENT CONTROLS INSTALLED. PRIVATE ENTRANCE CULYTIM 94ALL BE MAINTAINED FOR POSITIVE ROADSIDE 11 I A I � - , ,L_ - - - '\ , i I � 1� I � � - - I - - I : - -, I , � i - �. T�� " I .... "I'll, / - - ._' ' / , I - \ , � � - - I � , �7 -1 , - � - I , - �!5' . _ , , � =. , - - , , , A , ;�_ "\ , � - I , I I . , I A A I I \ I I , , 15- — I '\ I - " 1, 1 I � -_ ) -1 � I - I I I 11 - - I " I ,) I " , I - - f W�� 13 a ANY IMPACTED PRIVATE ENTRANCE CONCRETE APRONS SHAUL 13E REPLACED IN TWA CNRROEILY� , , ' I , - - - - -1 '. , " /� - - � \ - , , , I t - - '� ' I � - , , \ '!�! I I i I -i - __ - I ' __ ' - - I __ 2 0 ,_ I ,v , " ""' I , - - - - - - - - t,� , , , I I I - � - . � , - - � ANY DAMAGED PAVEMENT 94ALL BE REPAIRED TO MATCH IDISING. 1AAi COOPMENT WILL NOT BE ALLOWED - 1 I , �� I I - I � 1 4 � I � k � " - - , 1� - ' � - - - qll � 0 oto , , . � git" � ;d . d: Ei 0 Iii � �' I �" , ( ' ' '- " , , I I - � I � � r - � � , , __ - I I I 11 , , J_ \ � Lr)l 1 � � �. , ' '7 '-A,, I- ITILA , t0k TEE CONTRACTOR SHALL PROTECT ITIMSTING PAYED SURFACES� I I �_ I ,-- i . - - - , I � - -_ - - � � - I � -L . 0 D - � ON PAVED SLIFFAC REPL VEM E MCDOT � I , � A A%- 1% -z � _- F; , , -- - - - - � - I I I 'N I - - - - '� . , I � A, I - � - - � 'mI4,.rr4 C�f I �Ar(a�l ') I " .. .r A 4 �or- YIS�1111�j MR �' . I �' , � A , I - ' ,M ANY PAVEMENT MANITNM DAWALD BY CONSTRIJUT[ON SHALL BE ACED *4 KIND BY A PA WIT MARKING CONTRACTOR FROM TH - ,6IIII.' , , , - A, , ,A, - - - : - - - � V �� - . I ,,, . , , ', I '� , � , - - - , - - - , ' -QUALIFICATION - - , , , I I �'-' I - -,I �) , � t:� � � r ., � " v r I - - - -, I 1� - I I \ / " , \ , , 7�03 Av�-_ - - NAVID a - I . � ... - L ::,; 7 gow ' , , , - ' I , � - I - ,. - N I I - I 11 I 00 L .q? - -- -8t- NA PRE UST. mum .:� 1 6:11111 , . I \ , � - 7 A i - p EE - I Ll , , I 11 I - "I - � , , - I "NBCBi - t' 1=11 , MMINi - � � j 9 � v-, AA """ "" I I , A j . M'Em vami -Ammm;m - - �l P ,- -i� .0 R � Li ,T 5 , P 1� A . No 'A nm �._ mamm ftimb I= 1, � - \' , I I - - - - � . '-j-, I I )F E - A I I " I- � I I � 0, :S , IfL A 5 - A �5 A, -7 115. A" PROPERTY PINS. AND FOIGI OF � I � " , -1i NOTE: r - � ��lx I Ae"'L " , M � ' I - - OL, I--- , � � '-A'i — — — — L P ILI Lim r z I \ I � , -a Mrs, F= � /Q`m� , li�__= I- rm mAcTo i, - - - � '�= 76, finiIin 'xi , BEI= , z; mfta = -, - - � _6 il'A""M - m`YY - E =' --.-k"- R7-- 'kmmi " , , WAY UONUMENTS DISIVROED DURING CON!�7RlJClKDN IRIALL BE REPLACED BY A LAW SURVEYOR LICENSED By THE STATE OF NORTH , A ;T" , I 7=4 ,�i �" i Mw(A' �' I I I - - I - �' � _ _ T,j r ' - 7 " _lg,, ��_ -0:1 '? � I " I - I I I I I . " A- 5� -4,z: At , i - � - � � I . - - - , �' , , -1, ' 1 -66 -_ , THE DATA GIM ON THESE PLANS IS qrUEVE'O � - JLI:, -'= I CAROLINA. I , \ \ , A � '�' 11', / I 'y' ll� , � , - " .' _ I ' I , _ 1, " I, W - - _.' I / \ �" . I "- ' ' ' - - - __ -L_ Z7 A r� I i , L � - - - -azooc xm , I D CRON TO KEEP SOIL MA Y - .W �' , - , I N� I ki't, 11 I � , , , - I � - - - - - - - - - - - NAVUA' . ,�� N X� 't� SIC �� - COMPLETRY DRAIN CONSTRUCTION SITE DURING PERIODS Of CONSM TMALS SUFFICIENTL DRY, PROVIOE TEMPI '� Alit, �' I I I 1, I . 11 E! '_ - -, L', '� F.�' � L' � ' I / < I- I- - . - � - - - - - - I I I- L I S? L � '� r9 0 � r-' , I 1, __ I 1,_ 1, '.__ I ��' 'I, I I - I r� , TO K ACCURAV. OUT THE ACCUpAcy S NOT - . IE'V I, w 0 - � - - , I � , , <__'_ _�. _�_ - I I I I - - I " �IW'z � I ic� x " , i I - �' V. E� _m-� - , " - '_ - - - , .. , - - - I I , I . t; m I I I �/_- - - ', I __ - - GUARANMED. THE CONMCTOR IS RESPONSIBLE . . I r TION FFAILIRES DEVEI.OP, REMOVE UNSUITA0V MATERIAL AND PROVIDE NEW SOIL MATERIAL AS IN \ ' A � I I I I I I - - � ) �' I , - I Al \ � -, I _ - - , - - - , - I - _� , 11 a ov " �'<R`� UNSUITABLE SOIL 9JPPOPT FOR SUBSEQUENT GOTT5TRUC SPECIFIED SPEC� _ ." '�' - , L' I I - A I r_ I A, 8 & WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIRMIENT OPERATION AND � '�'� '� - _ , , , I ' , , As., �Az '�' I , ,,, , _' � " , , :, SURFACE DRAINAM )BABY DITCHES. , [ 4 i I I .' I � "' " , � / "� N 11�115 \ , I I � I I , , L � .-ii, - - 'TAG'J W 'AcLF ;' - \ A I , j AN -_ I I _ Y , � - - SWALES, AND OTHER DRAIN" MATURES AND F.OlUIPMENT AS REQUIRED TO MAINTAIN DRY 504 / " � I , A , I N " " ',(I-�t-�- , 11 , �_ _ I , r" \' :' \ t' - I - . - - - , -1 ' ' I - I � �s Q:5 L; 9 - � t to c SECTION 02200 AT NO ADDIlTDINAI, MST TO T�E OYO", . - - - - - " , - . FOR VER#rYWG ALL LEVELIOLOCATtONS. - �,__ 7�' t __ - \ "I , � - I I - . - I t � , ' � � - , - - - , - '. � - ' I I I - - .- - - THE SIM TYKS' WE V� , )� f; I � G 2� L I I ot ') \ I , - , , - 1, � - I I i , ri, , '� - - - : - ; , I I � 1; \ T, . - 8j=x- '15�1_ I - � - � , � � - � .i� 'r I' '\% )I ,� ,.L'.I 1, I _i' - - - - -- - I -1 ' � "� I UTILITIES -, ch !�%yt� I I 1� 0;0 4 - _ - " I - SUMP PUMPING. 25.�M_. 0 5jV1 \ , - I �f �i A I � Y�Et,ij'lx� '�,j �' ' I I � � � ;.A � AND DgWENSIONS Of WE 9 % Im Ea 0 �An it ce e, - -, m , r r I I-, 1 ,� I , t - , '� - - � ", � - - - - - - - - ' , " - : ' - - - - - - � '- : - A , -� 1, � - " I,A : - � L,r-+" - - , � , - - I - � I ,A A� _ - _ I - - I ^ -,:. - - � - - - 0 � 17. SUBSURFACE DRAINAGE, COMSIDE.R STE SURFACE AND SUBSURFACE CONDITION& AVAILABLE SCELI AM HYDROLOGICAL DATAA REk40VE WATER DY BENCHING, � . I 4'�'U�jL' I , , , '� " , � - I - vlt ! - A , , A 'f , , - - - - I � - - , " I , - .- , '. - - - I -1 - I ,L I PRIOR TO CONS7RUCTM. � t�o 0--oo - 11 - - , " , , , I ' ' - � ' - - - - , " - � - . -IT Aam I \� ' - I � MM ��'Ax' a I - , _ � � � - - -_ - . - _� ,�' , �' , 0, - - , , � � '� OR DINER METHODS TO PREVENT SOFTENING OF SURFACES EXP BY EXCAVAPON. USE FILTERS ON OM70WO DPW= TO PREVENT AMOVAL OF FR40 FROM SOO. + '�� I I - " � '_ I � . I C: A�v 1'1�$�Ilr'lcf" �4 � - - I � I I � � - I I , � _� L� , , , IF A DISCREPANCY . - '_ "� � 9 M � � , - - - � As' - - .t2' - i:A- - - -, � - - L 11 I . TO PRVVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EIMNG WATEB ;� I - ' r ' � , A N " I I - - - - , I , , D'I!A A'wim , I , I- - , - �'- . .2--� , '.' t ,,, .- I I WORK SK4LL CEASE AND THE EWMM ,+, � PROVIDE EROSON CONTROL AT OUTLET ON PP414 , � - - IS F WOIRK MAY CONTINUE UPON ENGINEERS -, ,, - - , - -- v \ , - � I! - - I � - __ - - , I , 6 , LEVELS IS COMPLEM I,- " L -, -1 , , I g I L --- `� A , �' , �_ - _____ , '\ I �_' , A I A I I I , � I- - - - __- _-"_-__� ',� - - � � � - � - ' - , _._t'7_ - - __ -1-1 I N071?V' � , , , -1 - - \1 I N I I , I - " I `% __ � I'" - - __ __ - __ - - '_l' , - -: I , � � � �T_ - --_ - � - �� . I - " I - � ". L-T - / :i_ J, iL� - _�' —, L / eA- X 11 - /'r �_ I � '_7�.- - - , , - , _z_ I ': - � I " - I . , I � W4 - I rL _71 i � '' � - \1 I �Ll_ I* I w7w TT A.O.- ' .;.+ � I I I - I '� I _� ' ` � , I , \ - I I '_� - -li,_ ' - 'L \ , - - A I -_: 11 I .. - - - , __ � - , _ _ I - I - __ , __ 1 I I NOTICE TO PROCEED. ... � I 11 .1 , - ' __ - , A I .... m coNsTRucT ExoAvmm SUPPORT SYSTEM$ AS REGum MY OSHA AND U.S. ~ CORPS OF ENGINRERS SAFETY AND HEALTH REQUIREVE T MANUAL Ell 305-1-1. SECTION , , � A - A � _ - I 9 - - '' I ' -1 I I _.- - 4?- - Y I -1 - - - I 'L I *1 '' - � EN � , r ' , \ 1, 11 - N' - -, I I � , , - , � ,` , I '_ � , it - L- __ . �'� 25 AS A THROUGH E TO ADEQUATELY SUPPORT E)OSMO SOL AND ADJACENT STRUCTURES WJR040 EXCAVATION ACTIVITIES I I t \� ---' 11 "' __ I - \' I I - - - " I " _� " I A - - - '�' A, '\ I I I Ao ' , .11,11, . I I � I � ' ' I 'I t - � t , - - 1� .� 1� - - � I 1\ \' " � z \ , , ' _- , ": , '41, 1 LL- A " ''I U L 3 L�" � ... I I - I " A " , , - - - . � 1,7 1 1 1 - - - - I \ , I i '4 . , " 19. MAINTAIN TRAFFIC TO ALL PROPERTIES At ALL TIME DURSING CONSTRUCTION ACTMTW-I. WHENEVER ODNSFRUCINN S IN OR ADJACENT TO NCDO7 STREETS. IKE C0N7RArmR I . 1. - �' I I I I I , - - I I I � I I - , - A � - I � _. , , %, , I , - I � � , - . .�I.l 4 ' L 4 Nl� � I - VICES AS DIRECTED BY THE OWNER'S REPRESENTATIVIE- ALL AND TRAFFIC CONTROL SHALL COWOft TO THE I I I - - - � \ I I " / l_ , A - r I " -, L I I '� - I '__ "' I '..' � SHALL PROVIDE SIGNS. DRUMS. AND TRAFFIC OONIROL DE I I - " - - I A., � �0_ A , / I I � � I \ � I ,� - " " '_ A - / , ' - 4- - I � , I - / - I � \ " \ . � 11 ..... -. ______.x_ , . CURRENT MANUAL Of UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) FOR STREFTS AND HIGHWAYS AS PUBUSHER BY THE U.S DEPT, OF TRANSPORTATION. FEDERAL H"WAY I � 'I , - , I I � 11 I I 11, I I ' I I 'I, \ _�"- , '� - I I \�' '�_ / , -T - , -1 � - -, I ' I - TOR SHALL TEMPORARILY RELOCATE TRAFFIC RELATED SIGRAGE DURING CONSTRUCTION. I , I ' Itz � - - � - , -" 1� " I \1 11 � , , � - , , � / " ,' / '� " 'I, I L' 'I, �' I I I , , BlEF104W YOU DIG I :.' . " . , - , � ADMERSTRATIONI AND THE WOM AREA PROTECTION M -, -1, , , I - - I , " I - , , ' \ ANUAL CONTRAID �` A A I I '� -L , , �' I � -- -, . I \ . " ol / I i A ,. I , , L' , - ' THE COUNTY 70 PROVIDE TNE METER 0. ; I I- I - - I I , 1, - I , , '� I - 'I " - _!� \ \ \ A I , 1 2IL THE CONTRACTOR SHALL S7UBa=OUT SERVICES FOR ALL RESGENCES ALMS THE PROPOSED ALIGNMENT FOR WATER a: SEVIER LATERALS� CONFIVUCI�Olt TO PROVIDE ALL Pwitict. � 4 I , , � '� A / I I � I I - _' I i , " I I � . I I , � I I � I E I I I , I k VALVM W47M METER AND My. AM APPURTENANCES WHEN" OR NOT SHOWN ON THE PLANS, CONTRACTOR TO COORDINAlE WITH I I , , ' " -, �� .� 1� � CALL TOLL FREE " , A � -1 - , . A - f I I \ , , � , , It , I, I � I I - I � _ � , AM RAW READ REGISTER. - - W e � , \ L I , - 1� - - - , I 11 _ _ - I - - " - - I -"- ---] -1 -1 I " 4 "� __ - W47ER TAP. SIERMC& METIER AND I — I N" _ � , . . I I I A - I , \ , , - __ - I� "I AA iw " ' �% t r I - t' � lt�l .- - � � , I I - - - ;� I . , V �� I � I '.) \ , \ . It " I . \ , i " I-8410-M-49,0I I VI -I '� . T, � _� - METER BASE TO BE INSTALLED INI . I-F&M-H44 I - ?+o;o-SED IT _ , i t , - I I t I - � \ i , - " I - 1�1_ L -1 � , r � I I A I I - t z \ , � 'I- - _'� 'Z ?11 [ �L - - ' ' ACOONIAMM'WW , CURRI UCK K ' - _ JWATER SERVICEI � )CLESIUB_QlljT \ \ , \ % ) A , - - _" " I t I - - I � " 1 ` I I - - - � �zom x.i I IN CAROLINA 0 9 , I EX _lu�mol - \ �' ... , � I " WATUt AKIMENT STA =DAfWS " � grip.) _ _ i=mol � 6 — r r I - \� t , I AND SPEffM�MOS \ � 65, _ , � L� � I � I I I I I � Ni 88 ONE CALL � 0 1 . I - �lul I I � _\ 1, 1, � , 1, i - � I . � - I I <�' I , , i ?a I � , � __ A "I ".zz- IN=' -0.75 L - , 1. #Mwo.70' - - I I � I I t - I '� / ------- - 0 1 i I 1, - � � � - , '-'-I ` I RaPosea �l NLOW�=_:_!O_.�J_55 I ; - I � - .ovj�Q.50 ,_1 I I I '� i i -1 i ... I 1. �-' - \ a: ' L : , ". 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STM--OUT FROM S-M.H ... � 1 r - - � � t INc-1,06" [ - - - ATIr--lool - - PROFILE OF LINDSEY LANE VERTICAL SCALE: I "= 8' VERTICAL SCALE IS EXAGGERATED 5 TIMES " I I "S 17 17 " f " lNLO_ I 1z'_"m 0.vj�'� 4�1'c'�z_ 3m, 0 .v'i NOT RELEASED FOR � �w GRAPHIC SCALE HORIZON[TAL W 0 40' BID I 1 V�cmcm& 0 IF W __ - a r - r I - , I : 20 +� � I I It � - rj2d I -ir � - OUND DATA (PROI 16 � - , - , 4 4 ATERLINE To MAINTAN 16 - I a t : - 36" COVM CONTRACTOR TO - � LL - - r a- - - rLr -- CONTACT ENGINEER OF 4 I X OTENIIAJ M1111MI - � � __ - , � __ - L - - - I - " � -. - -- I - I I - L2 - I . � � - - r - r 1 to I- I ,a — _'_ r . r 11 r I - - � & - - � � �__ ;'.. - - � - � L - I , 6 __ - __ - -1 - --- r : 11 ..- � .. L - I I � I L I r r I , "I � .- - __ � --- - r I � - I I � � � illl'.,�_ , ST 0 - i I I - ! Ifill PC L r r r ,r I - - I r - 1. L � __ - ____ - - __ ".. � I - - _'_____ _.- - �r�jr.'.- - I --- ];bo -� 4WM I I I � i I __ 1 v � � - , -: I _ I � 1� L - L . _i - - . � --- I --;:' L - I � r - � � -2 I� . 'r: . � _1 ----r 11 � I I � __ __ - - - __: I --- __ � I rr -4 +91.48 - � � r r , r IT., Olool - rr . � I I � I - . -6 - LID, -1 _______ - - __ ITuf at), __ � . - - r � -;; , r - - -0 - - _� __ .1.11......� . 0 � om 1+00 10D 24M 2m sm 3+% 4m 4+M sm sm &Fm 6+50 7+00 7+X pm sm gm ___ ___ IZD m7A I I 4 ! I I i I I I I I I I I I I Qq � i� x b u 0 lq� 4 z 4 � k4 Ok I i!: z 04 m � 0 W, 0 r*#, 0 �c 5 4 0 W =) F�m t__ Ix 2 —MW � C u A "� I - *4 _ 4, CL 1,4 xm z �t I p m C) AII; � Go 0: 4f I 4 __ I I I 11 T , ._. - �' .- rr � . . - I - — __ I - I - — I � I I . 4 . I . I ; - If ' I � I , �. r . .1 I � I . j! � I . � .. I I . 1. j ,I I I if *' I 1, , i� i 1�. 'i I ;' , .� ., , : I ! ;. � � , ! .: . . , . :� 1, ' , I ' � 4 � . . r � !,.; '� . - '.. �.' ,I I . ! , 1 t 14 " 4 1 1 , r . I:! .. '.. � . I . . . I � i�.i �i , : ; , I " �'�.';. '�' I � * . : .;. , .. '�:: " I I I I �. I � , ! � " �A , . 'i '� i e , , I I I . , r I , � . : �. I I . . I - . , � . Lz.d�l . � Q i llus I 11119�_ I SOIL EROSION & SEMOMMN CQM= PI" Avom, SOIL EROSION 9E SEDIMENT CONTROL PLAN NOTES; . a) AREA TO BE DISTURBED: ±170,667 sqJL - ±3.92 aI b.) PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. IF SAID ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (AFIR. I- SEP.30)THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIRCATIONS (SEE PERM. & TEMP, SEEDING SPEC*S ON THIS SHEET. c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF CONSTRUCTION ANY LOCATION ON THE PROJECT SITE. ADDITIONAL SILT FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT PROPERTY. SEE SILT FENCE DETAIL ON THIS SHEET. d) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED As NECESSARY UNTL PERMANENT CONTROLS ARE ESTABLI ON 1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. 2) FLAG ANDI ROUGH STAKE WORK LIMITS. 3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OF CONSTRUCTION ACTIVITIES. 4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN 5) COMPLETE DEMOLITION AND CLEARING & GRUBBING PROCEDURES. 6) GRADE SITE ACCORDING TO PLAN 7) ALL EROSION & SEDIMENTAMN C014TROL PRACTICES WILL BE INSPECTED WEEXLY AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAARS WILL BE MADE IMMEDIATELY. 1419TES; 1. OSINER: NATIONAL AUDUBON SOCIETY ZZ5 VARICK ST. R- 7 MEN YQI NY 10014-43" Z DEVELOPER, PTMEE 19-AND RESERIAE. U-C O/O PO Ur7WT* KILL DICIAL HILI-Si NO 27M 3, PROPERTY IDENTIFICA7101I TAX MAP 128 PARCEL IF F4"128000001FODGD Ai RECORDED REFERENCE- P.Q Li SL 159 5� ZONE' LIAM BUSNESS--HOIEL (LBH) 6. PROPOSED USE- SINGLE FAMILY RESIDENTIAL 7� PARCEL AREAL 370,G44 9I (TO UJ-LWI - B.49 lKrtIot (DUCT 9) M052 f4ft. (TO ELSI - 6.51 � 6, SETBACK$-- aLw= FRONT w SIDE (RORTH�. IV SIOE (SOUTH): IV REAR: 2V 9� BOUNDARY & EXISIING IMPROMEMENTI5 ARE BASED ON SURWY BY QQOX & ASSo0ATfS (DATED 2/2/ii)� 10. TOPOGRAPHIC INFORMATION BASED ON INFORMATION PROADED BY Moms SL�AHG , SERMCES ANO PRODUCED BY LANDMARK ENGINEERII (BASED ON MAW 88 DATUM) , DATED 7/20/00. OBT.AINED IN UZCTRMC FORMAT. FILE POSOOO-Bols!Z-8-8-09I I 8) CONTACT INFORMATION: SUMIT GUPTA - (252) 441-9003 - PINE ISLAND RESERVE, L.L.C. Al-ILAP-MC OCEAN ... � ... �- ----*----,—.. . NIL SOUTHERN ADJACENT PARCEL DATA & EXISTING IMPROVEMENTS ARE BASED On AN ---,-� I' � " -**- DfEMPT SUROPASION PLAT By QUISLE & ASSOCIATES (OATEC 2/19/04) MR TURNPIKE ) - -, I vc kri-ID) ,---, PAWPEffnM WI (TAX MAP 128, PARCELS IC * 2C� (P,C� J, SL Ila, COR) � .�, - . ... . . 11-1-1 - --- - - — - "" 12-2049 14AVO BB - -*** � � � E - ". — - -,��- �- ... m-vm-4w.AvpA-qv- .... :== � 'CI r ... . ... Val!'u-7-yr _ 0I .. r.AAAAA.-;WWW VKJPNGNA& -4AI - - - - - - -. - _ I ,-I 1Z F-42SALIIL BASED ON 4/M/11 LOCATION BY QVIBLE At ASSOCIATES, P.C, F, 1- -1 I 11 6w1m.a-~. —. � si� A== � wcm=mMmIIIr i T00%. -.11" MOUdi vv a$ -w- ,, r -11 - �": I ,43 9; i pj;zrii ! , T= a tl-l�! -'t s t � I tz"-�,, ,-,= II L's e 'a -,r,= - ioKAMOKMAKIIA WAOMMO� 01I 101I --m Ii;r�w�mmImwmimwiow-aztamejmw-�.. E== ,sm - , WZ"- - III ft&ft SMALF IS 1.1 FI.00ID ZONE DATA PROMDM BY LOUA PLAT PREPARED BY WCUM WINTE, P.E. DATED ----ll z- =IIIIIIII � "'o. (k ' . I I - - - ftftLAw..M AI ft ? 01-25-10 AND APPROVED BY FEMA REF. LE I I TO COUNTY DAIED 05-11-10. k I " - - - -tn_- �-f- - - - - - 2 - - - - - - - - --Vt, -(Q- 14 9 r =4 'I �,- - lm� TAUB 4Vr(EI - - - - L - , - i - - - - - - - - - -- - - - - - - - - - - - - - � ---.—.—...---.. - - - - - - - �, ., - . . . . . . . . NAVO &a *X' & 'Ar AS SHONA" (SUBJECT 70 CHM40E By F.E.M.A .) 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I - %.. - I - 10-10-10 0 750 LIBIACRE � 1"`t1:'l* �-.1L%1.%1'l'%1.1'% . � . . . � � . � � � l l , . � � . � � . � , . � l.=% ....... �..,... � . . � ... l- .... 1. -- , ........ -- .... -l. - , I . -- - ... -- ,-- lw - - - I GERMAN MILLET 15 Lft �, , .t.,-- ........ 1-11-1-sn ....... .. % ----- .... - - �, 4� ...... . , I �.- , ,%%, l , , . . . . . , ; � � . . , . ,-'%l.l,-.-, l , , s%,,.��. ��- , .:.::,�:::::::::::::.,��,::�:�:�:�::�::-.-.-.-�-.-,-,�.�.-.-�-�-.-.-,,�-,�.-.-,-. � + , -.%,+l ,,,, � � 4 , I � l r I . � . I r � , � r � . � I l - . � . - . - �:,;'s I -1 .� FESCUE ZD LB& MIR CH �' .,.,- , .... """ l,��%%-.11� , , " I , --1 ......... l, -� �+�..lr.r-% , � � -" 1�k 1<,� --�'---- ....... i%%.,.�%� -- --- '" 1� Emmuzm AMY 4.DW UL/ACRE STRAft ANCHOR STRAW BY , 4-1p�' --1111 - I++-"",- I- - I --- ll- .... :-�'. '"' " l T , I r, : ;., - I I 10-10-10 a 5w LB/ACRE TACKING " ASPNALT, NETTING OR A MULCH � , "! - - l " � " � I � I - -1 � 4 � I , I r I . I � I . I L'I'l,""',�,"', ""�'�.'.'�"�.��4...I�-��...�.�"'��.'�..'���� '. 1w � r �,-� 1� '�' - s' V ' " ' .. -- ... ---- ......... � " ANCHORING TOOL A DISK WITH BLADES SET NEARLY - �- - � "I', � I l'1'L'1'1'1'""%% , ".... l ............ � .... -- - - INV - -� I I , ,l I fto , I : 4;; - - -A � , - , , - � - I x - .." , I t , - I -f -- - " I " :7!- " ,- - - - " � -- - � F� � I I . - - Tj:- I 11, I, � Eck JI . � 1 ,�%j j- - - , � TT- , I , Im , 0 , �- I"- - I-1 0 , -" " - z � - - � 11 / - - / I I ��, -1 , I 41- T �k - - '. -S )1� ! I I ] 1, I'- -�Zji - , � i-.k , 7. - - - " - is- - �&& ."-r. \ � � -'I � -� T,-:-. - ` ,�%! �, - A ftw-2 I - I - - - I �-r - i lr� 1, , A� I Ll , ,c-� KF , ��4� , y I - I 'I� , , - =-T-ve'uVITY n - -,z I x"s I I 4 t , 4 1. 1, 1 4 A TI 1" - -1 - I - , , I ; .i` ? .. 11� - 11--l-- - - - -1. -1 11 - 1. .� GR"HIC SCAU MLjLj2t STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. . �,.-%%+,%t I I ..... -----11----1 ... ..., APPLY 4.000 LS/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, 11 - ... %I., .... � . -.. l:�.",;.- �,%.,%..'�"- - - , ---- -- --l- - - ... '1� 40 0 20 40 00 LXTTNGi OR A MULCH AN04OWNG TOOL- A OW WITH BLADES SET NEARLY � -i�.4-,,,'�' 1,� � ..... � ... -- - .�1'.-%'-*-'.'.'.*.'l' �, , - I I I I TMAIGHT CAN BE USED AS A MULCH ANCHORING TOOL t . It ........... "Y /I ` - -,-,-,i = m- - L� - "I I - �, t�.: 1710711111DENIF-7 - -- MURAL =DING SPEMICATI ,Ilk � -��< ( IN FM ) *ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED \1 ,iI � t 1% � ...... �� I inch - 40 fts ACCORDING TO THE FOLLOWING SPECIFICATION'% � l/ I . � I-WO-=4'9 U ORTH INA omi I ?o m, -. J Z >-- � 0 2: w :5, I 4 � :14 m a- =) 0 " t * In * Z? a V E CID Z Ln 2! ;; - d.;.= w "a X 1 +" j u = = - In w It li� I cd .,mf :�` c; - 0 In Ii 5z 8 Q - A dRe -. -, -1 . .-,J I.- I. - % Q 0 z z g,g ; 'B z w C, :2 ��v A�f � I" Z w 0 oz� z cr "I. ii (D > Z Z c 2 m w - 4, "- III , 8r, .1 . % %� is',.��11—i ... .% N . -� I s, ti %. q ,i,��X- 0 �, � A� io K) I . I v; I -j- -cc .. (n I � L) Z(n r" %O (ne) -5- � W, 0 - � , .0 f tezz .11 0 ,�� l �, V��,�,&,d " . 1, I. , wo, I -- �, , I 0)� I 0A.- i Z�� �� - a 0 0 . III:2 ZIE S - � ALI 0 hi �R I s- 1� !Q Z, it �g Ed nip T ,W§- 4 W,� � 9 � < 9 1! tI g ,z 0 0A '. !� rid a -1 AiM I 0. T F-I'Loffi.-O I I IV, v � � V) w z � 0 m I-, 8 2� 11� v w w a� z 0 " � ILI I I � A ! 14 0) I— I I j �L- 1 i 40 PI . 40 rfk,#&.�- � ` � I ! I. �� 1 ;4h, a & I 4 S—mmrssfoN NOl I P07112 DESIGNED BY — OTHRyND DRAWN BY - TAS — CHECKED Or DAD/MWS UE DATE 1% 81g511 I T I , 7 , . - - , r - i I I � : l. .. � ; I . - ... I 1, . �.,. ., t.. r � . �. . I . I .11 "I , I '' i , .1 ...; . I " � � %., :1 . � ., ,�. . � I , , ,I I . . � . I s ., ,�. o :'.. ; " , , r . . . , :.''.. . ; l ,., I . , : . I , � , 1, � . I . . { I, I p CL 6O W w N w OL °X BASIN BOTTOM ELEVATION SEDIMENT SHALL BE REMOVED YMEN THE DEPTH REACHES: 1 4.5' 5.0' PLASTIC GRADUATED GRADE STICK ATTACHED TO PRESSURE TREATED POST WITH STAINLESS STEEL THREADED FASTENERS - ELEVATIONS SHOIN ON GRADE S71CK SHALL BE BASED ON TRUE ELEVATIONS FROM MEAN SEA LEVEL. LABEL ELEVATIONS AT 1' INCREMENTS CONCRETE BASE 1' 6 BE PLACEDI I NO EACH BASIN DEPTH BENCHMARK N.T.S. APPROX DRAIN AREA=116.72 SO IN APPROX WEIGHT WITH FRAME = 66.50 LBS 1.25 022.13 3 PIECES REINFORCED RUBBER 4" MULCH. DO NOT LEAVE SOIL ON BURLAP. AFTER ROOT BALL HAS BEEN SET, REMOVE TWINE OR WIRE FROM ROOT BALL. SOIL BACKFILL ---� BALLS GREATER THAN 2' DIA. SHALL SIT ON MOUND OF UN- DISTURBED SOIL TO PREVENT SETTLING ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE 3130VERONAAVE GRATE MEETS H-20 LOAD RATING BHN (TIO fMZU48 PHN V70)BJZ•Mtl MATERIALS SHALL FORM r saSI WITHA ATMAAINGRADE7T150-05 PAINTQUAL' CASTINGS AREFURNISHEDTY: yl' � LOOKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO 7001-110-029 NYLOPLAST 18" GRATE ASSEMBLY N.T.S. (3) NO. 12 GAUGE GALVANIZED WIRE POSITIONED AT 120 DEGREES AROUND THE TREE 3-2x2x3' TREATED STAKE -HOLE DIAMETER FOR BALL SHALL BE TWICE BALL DIAMETER TREE PLANTING DETAIL N.T.S. 3- SF9.5A (1.5- TO BE APPLIED WITH INITIAL CONSTRUCTION, 1.5' TO BE APPLIED AFTER CONSTRUCTION OF HOMES) SLOPE (SEE PLAN) NYLOPLAST TURF TRAFFIC INSTALLATION 12"- 30" DRAIN BASIN FRAME & GRATErOLID COVER TOPSOIL 1 MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION 12" - 30" INLINE DRAIN 8' MIN THICKNESS GUIDELINE TRAFFICLOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MIST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 4- MN ON 8'.24' W MIN ON 30' IT MIN WIDTH GUIDELINE BOTTOM FLANGE OF CASTING MUST BE SUPPORTED BY CONCRETE COLLAR L THE BACKFILL MATERIAL SMALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS SITE ENGINEER, BEDDING& RACIDILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED COMPACTED UNMRM.Y IN 41x YEB AW ACCORDANCE WITH ASTM D2321. BLARED"• ll 1 Pxx O+mi{M 1. GRATESWVERS SHALL MEET K20 LOAD RATING FOR j�1 t FAI (TxI tlL:IfO 3D'PEDESTRIAN &12-3T STANDARD &SOLID •v `• wxnylepxmuAmn NYLOPLAST 12"-30" DRAINAGE o BASIN N.T.S. ,- - " -- ELT=AR,- t-_ ^ 18' NYLOPLAST BASIN 13" ' .. De'pttDPtwsT9ASN 'v TO BE SODDED,-_ TO BE _ .. .. /LOAD BEARING GRATE -6..50` A 13 -- W/LOAD BEARING GRATE - D.L/4 D.I.J2 159NV.-4.15' RIM-6.-451Y ... . � 18' NYLOPLAST BASIN - . -- D.L� -' 18" NYLOPLAST BASIN 159NV.-4.15'- -. ". W/LOAD BEARING GRATE 1B' NYLOPLAST BASIN 1B' NttOPLASf BASIN -�-12�' W/LGAD BEARING GRATE RIM-6.50' W/LGAD BEARING GRATE - W/LOAD BEARING GRATE RIM-6.50' 15'INV.-4.15' RIM-6.50' RIM-8.57 15'INV.-4.15' v 15'INV.-4.15' 15'INV.-4.15 15'INV.-4.15' -- _ .. 15'1RV.-4.15' 15'INV.-4.15' "-.,. 15'INV.-4.15' - 15'INV.-4.15' , 115' N-12 HDPE CPP --:.. 15- N-12 HOPE CPP 15' N-12 HDPE CPP 15 N-12 HOPE CPP s ar.:�xa�+�+rl� � !�#�>�Ol ". _ ."15' N-12 HOPE CPP IE �IIIIIIFKH110 1�1f14� 15' N-12 HOPE CPP Ills >; >El x�•�MWII-m m M ii O O SLOPE 5LOI- ♦.�I� IIIIIIwE�'&ix!!♦. i. O SLOPE FT. O SLOPE 73LN.FT. O 0.0R SLOPE - 1 78LN.FT. O 0.01C SLOPE 73LN.FT. O 0.0% SLOPE LEEN.FT. FMOXILTER (SLEEVED IN FILTER FABRIC) � FMOXILTER LEVEE (SLEEVED IN FILTER FABRIC) " LIEEV IL1 (SLEEVED M FILTER FABRIC) .y(W. _ (SLEEVED IN FILTER FABRIC) � M(} ,. (SEEDED IN FILTER FABRIC) (SLEEVED IN FILTER FABRIC) - s j INFILTRATION BASIN SCALE : 1' = 30' *10' DRAINAGE & [_ UTILITY EASEMENT -] Z Z 25 al ' M.B.L. In ai ui zll^ ^Ilz C3 I l 0 0 20' M.B.L. x L'15IdAQE, _SLIlLIT� x PEDESTRIAN & SIDEWALK EASEMENT FRONT � p TYyP�IC LL L.�OT'�YrF8 SETBACKS & F.4 SEICE \ 1 NS *STORMWATER PERMIT MAY REQUIRE LARGER DRAINAGE EASEMENTS R/W 20' UTILITY & DRAINAGE E/SEMFNF 10' VARIES 20' UTILITY & DRAINAGE EASEMENT LL SEWER LINE WATERLINE W 3• PREPARED, GRADED k COMPACTED SUBGRADES \\\JJJ 3- SF9.5A (1.5- TO BE APPLIED WITH INRVIL CONSTRUCTION, N.C. POWER CONDUIT 1.5' TO BE APPLIED AFTER CONSTRUCTION OF HOMES) SON 40 P.V.C. (SEE 6' AGGREGATE BASE COURSE PLAN FOR LOCATION) FURNISHED AND LOGITED BY N.C. POWER SUBDIVISION ROAD CROSS SECTION N.T.S. 1. CONTRACTOR TO INSURE THAT WATERMAIN IS INSTALLED SO AS TO MAINTAIN LEAST 36" COVER FROM FINISH GRADE OF SIDE SLOPES & SWALES. WATERLINE TO BE INSTALLED 3' BEHIND BACK OF CURB OR CONCRETE SIDEWALK, WHICHEVER IS GREATER 2. CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS FOR CONSTRUCTION OF ROADWAYS DEPICTED ON THESE PLANS TYPICAL INFILTRATION SWALE N.T.S. SWALE TO BE SEEDED IN ACCORDANCE WITH GENERAL SEEDING SPECIFlCATIONi SWALE INVERT O 1.C' BELOW EX GRADE g.> MPX. TYPICAL PROPERTY LINE SWALE N.T.S. EXISTING GRADE ),I./7 -. .......... . IS' NYLOPLAST BASIN N/LOAD BEARING GRATE UA.� `p 18' NYLOPLAST BASIN ` ......... HIM-6.50' 18' NYLOPLAST BASIN p W/LOAD �ABINC GRATE ' , ° 1......... 15"INV.-4jW W/LOAD BEARING GRATE RIM-B.Stl .........., 4.15' RIM-S.SIY 15'INV.-4.15' F- 1S1NV.-4.15 V - I....................I ISiNV- 15'INV.-4.15' .......... 15INV.-4.ts' " W."•",', , . , , .i MATCH EXISTING 8 1 GRADE/PAVEMENT D.L 0 . . NriOPUIST BASIN , ..• . 15' N-12 HDPE CPP _ - _ - W/IOAD BE CRATE •1 llll e . 0.0.�0�PE Olw - ', 12 L'i --= 9 ,=- .�, RIM-B.So' W .•.•.•.x 7BLN. � i r.�; = MOPE CPP r ° 1SINV.50' ..... '(SLEEVE) IN FILTER FABRIC) 7�N.FT '�-7•r `;, =E 15"INV.-4.15' A ........� OM ....... ...• 0. ...... NJ OPE -.-.- ---_ FILTER - . ,. _ _..... _ Z • Z H Z; 0) NNW �S awB 2 x x z �a IDSw CD F In N Y W J C)m U 2 E 4-6 CIE V) w C ~ w e g cd Z x P•x� *� L) (A• c KI x .4 4�• VIC 4� go I- 0Z u 2 1.o 1,rye o n 111 w 0 0 $" Z � ii Z5 e Z Z w n w O6- Q; Lut U WNJ V)M v0, ~ or i0 'm z 0 8w0 U axo� ®3 w y�-m z! Ho ><>�ZZoozZ,fu MO-IM S 5 WmpZ O0 �i -tSt�Ai o rc `J NZ� 4f N .wl � O Z `<=tC gO E@ mog0�N x N�l NiLLwm K¢NmVO €aydp agae O Z O N N 2 m 12 z a In 2 to o m In 0 m U W 0. U O z Z K w w w G. CL Z Z O O Vl to K Ir Q N N \ Ol 0 O N Z COMMISSION NO. P07112 DESIGNED BY OTHRS DAD DRAWN BY TAS CHECKED BY DAD MWS ISSUE DATE 8 25 11 SHEET NO. 6 OF 9 SHEETS EAST JEAN IRON WORKS, 4MHO.E FRAME AND COVc'T. - .-..� W/ SANITARY SETIER IM UNTED ON THE M MINIMUM AVERAGE WEIGHTS RHO 130 L �vER 135 L TOTAL .515 L 4 2- TYPICAL MANHOLE RING & COVER DETAILS WIS NOT RELEASED FOR CONSTRUCTION ALT. FLAT TOP N.T,S.. MANHOLE FRAME AND COVER EAST JORDAN IRON WORKS MODEL V-2SB4 WITH sAMLARY SEWW #VRvMlED ON UD TYPE N MASONRY —RING CASKET .O LAN. TCONCRETE HICK CRINGS • • t#N0E 6r 2r B" A CA Y Ni IffiE BUM RESIN .5I MANT a:- : a ra t n SECTION B ' MANHOLE BENCH MD CHANNEL. BASE OZIF7N�fl BASE SUiB�°y ( "•"'••�'• (II'P ALL MANNKXES) S• GRAVEL SECTION A STANDARD PRECAST CONCRETE MANHOLE N,T.S. FLOW FROM BUILDING ' W(E & 1/8 REDUCING BEND AS REQUIRED SEWER MAJN PLAN RO`ATE WYE SO THAT AIR IS NOT TRAPPED AT TOP OF FITTING FLOW FROM BUILDING MINIMUM SLOPE SEWER MAIN ('^1/9 RFND (45 j EXTENSION PIECE (WHERE ALLOWED) 34` . PIPE SIZE MN. SLOPE 4•' 1.00% 6- .60% SECTION SERVICE CONNECTION N.T.S. PVC SCREW CAP GROUND ELEVATION INSTALL IN ACCORDANCE WITH CLEANOUT CETAIL --'i -. 45 PVC BEND 4` OR 6" PVC EXTENSION PIECE TO RAISE SCREW CAP B' ABOVE 4" OR 6* WYE--� \ GRADE TO SEWN \\ 4" OR 6 ER MAI" PVC SECTION 4" PVC O 1:OD% MIN. OR 6•r PVC b 0.60% MIN. � 4" OR 6` PVC PLUG FOR FUTURE HOOKUP (SEE SERVICE CONNECTION DETAIL) CONTRACTOR TO INSTALL PROPER PTTTING FOR ATTACHMENT OF PVC PIPE FROM BUILDING SECTION A A PVC SCREW GP A TO SEWER MAIN 4" OR 6 =WYE-) PLAN VIEW SINGLE SERVICE LATERAL CONNECTION N.T.S. ��\ J e 1 _ 1. ae r "-PVC PIPE LENGTH \\ AND SIZE TO SILT 45' BEND —LENGTH & SIZE TO SUIT TYPICAL SEWER CLEAN -OUT WT.S. KNOCK HOLE IN WALL AT REQUIRED LOCATION �d MANHOLE WALL IN FIELD PIPE OPENINGS N.T.S. NOTES: 1, THIS APPLIES TO ALL PIPES 6" DIAMETER OR LESS UNLESS OTHERWISE SPECIFIED, 2. CLOSE WITH NON -SHRINK GROUT AFAR PIPE INSTALLATION. TANS UP CLAMP (STAINLESS STEEL) 3 T, SiEEVE c> COO SM TANK WALL BOOTED PIPE QPENINGS hKam N.T.S 1. RPE TO IAANNOLE CONVECTION TO CONFORM TO LATEST ASiM C-4,'S SPEOWICAnON. 2. PS% nEXIME BOOT CONNECTOR TO CONFOIN TO LATEST AMU C-M SPEOW CATKXN. I BOOT CONNECTOR IS MANUFACTURED BY TPE PRESS SEAL.. GASKET CORP. FORT WAYN E, N. 4, SEE MANUFAMRES LITERATURE FOR FURTHER ENFORMAIRM AND OETAll- u/•�� :m W ^® U 1 4-6 V! LLI ...I o in ce $ Z LYE Zz Z e 4 W 44 ME �SDO c �..'�11 COMMISSION NO. --.-. P07112 OEsCNEO BY OTHRS DAD DRAWN BY TAS CHECKED BY DAD MWS 6511E GTE 8 25 ti 7 9 SHEETS • - - - I 1 i i rI i ri i , i r yI! M, NOMINAL SLEEVE O.D. RANGE CATALOG NUMBER PIPE SIZE (INCHES) SLEEVE BRANCH BY APPROX. NUMBER SIZE WWT - 4" AO W_wow YRA of 4'70-sew X Y r1a. tas 0.10 - 0.56 sar - aa0 b a - 7.•0 so_ rao r nA S. 7m PIT - X FI ijo Orr L r,r• a 4.30 - sm am - Wssr 11" m i � x no. B" IL,63 - r ns.. 9.211 - sm SIT - ryes r HA r.•• - t•.3a SR - 1430 1 D " 1a13 - 1t,13 11A• - tfm sw - 1M3 3st - 114a X Y KA 0!} 19.r• - 13.1• !at - ILI• Y na 16' t1l. a" te,rS x iS, _ tr..•a leer 12" 0T - i3 Fa x 14M - 1in _ x x• - 14,3• 149• SY PIA 1 14" 134• -tee§ x Y FUL 1 l a3• - lar4 s41 » I6= 3sT - teas Y na. ft � 1 17,10 - SST-- M" I�p. 3m 1rAa - 1744 Mall M-an k' K& 16" 47 - Y - 1- •L1 x Y FIRL 1r tarn - lase set - ism Lim - 10" sw - 10.ra t2' El0. -. Ir' t4.w - 1Ii30 .. 10:Sa 'tee. x •Yx 1 B" - ].. OP t.1 z m - xlae ssr - slwa Y Rye. is r i nnA6 Y nR 21m-U70 ow -Wo �� 1 -. -24" . 13Ao YA30 •st _ Sam X Y flA4 "Alla.um say ».•oniL ODti11Si0N VALVE SIZE 4 6 101 12 A -13-3 1b-3 4 2G-3 ib_-24-1 8 27-1 9 +.2R-=.43t C *.016 4.964 .136 6.984 6564 -_ .250 .250 1Me" .YSO 12.084 .250 --..-D FLANGED END 4-1 2 5-1 4 S-S 4 6-1 2 7` EI9j 5-5 6 -2-1 6 8-7/8 7-3 b b-5 T 6 IF 2 2-1/2 '.... 2-1 2-1 2 2-1 2 . OF iNIIS TO OPEN 13 19 20 32 36 MAx. CUTTER 3-3.4 5-3 4 '.. 7-•3 4 9-3 4 ti-3 4_. • • ,a a _.. I� t - I t: - es,�a; ', •tt:. l ems" N.T.S. FOR USE IN PAVED AREAS FOR USE IN UNPAVED ARI 4" SCH40 PVC PIPE tz' FROM OPERATING NUT'" CON( TO 4"-�-6" BELOW CAP 4' 4" SOIL TO WITHIN 2" OF TOP RING NOTE: GATE VALVE CAST" IRON BODY -BRONZE MOUNTED, RESILIENT WEDGE NON -RISING STEM TYPE, NUT OPERATED, WITH 2" SQUARE OPERATING NUT. ENDS SHALL BE MECHANICAL JOINT. 4\r WATER MAIN `ROMAC" GRIP RINGS ON EACH FITTING CONTRACTOR TO COORDINATE WITH GURRITUCK COUNTY PUBLIC UTILITIES DIRECTOR FOR ALL WATERLINE INSTALLATION REQUIREMENTS STANDARD MJ GASKET GLAND DUCTILE IRON GRIPRING _- fi_BOLT SPECIAL MJ GLAND r MJ BELL GRIP HIND PIPE GASKET DUCTILE IRON AND C-900 ACCESSORY PACK GLAND, GRIPRING, GASKET, BOLTS, AND NUTS 11 GLAND AND GRIPRING ONLY NOM. PIPE SIZE CATALOG NUMBER BOLTS WEIGHT NOM. PIPE SIZE CATALOG NUMBER WEIGHT 4" 4" GRAD -DI 4: 3 4"x3 1 2" 8# 4" 4" GR-DI 4 6" 6" CRAP -DI 6: 3 4"x4" 11 6" 6" GR-DI 6 8" 8" GRAP-D1 6: 3 4"x4" 14 8" 8" GR-DI 9 10" 10" GRAP-DI 8: 3 4"x4" is# 10" 10" GR-DI 12 12" 12" GRAP-DI 8: 3 4"x4" 201 12" 12" G-DI 1 PVC -IRON PIPE SIZE IPS ACCESSORY PACK GLAND, RING, GASKET, BOLTS, AND NUTS GLAND AND GRIPRING ONLY NCM. PIPE SIZE CATALOG NUMBER BOLTS WEIGHT NOM. PIPE SIZE CATALOG NUMBER WEIGHT 4" 4" GRAP-DI 4: 3 4"x3 1 2" 8# 4" 4" GR-DI 4 6" fiat GRAP-DI 6: 3 4"x4" 11 6" 6" GR-DI 6 8" 8" GRAP-DI 6: 3 4"x4" 14 8" 8" GR-DI 8 10" 10" GRAP-DI 8: 3 4"x4" 18# 10" 10" GR-DI 11 12" 12" GRAP-DI 8: 3 4"x4" 20 12" 12" GR-DI 13 NOTE: VALVES SHALL BE AMERICAN DARLING, MUELLER "Oat RING, OR M & H OR EQUAL AS APPROVED BY ENGINEER VALVE BOX SHALL BE DEWEY BROTHER, INC. NEENAH FOUNDARY CO., OR EAST JORDAN IRON WORKS �YVALVE BOX TO BE SET SUCH THAT IT WILL NOT TRANSMIT LOAD TO WATER MAIN ADD THRUST BLOCK AS SHOWN IN DETAIL X TYPICAL VALVE QETAIL GATE VALVES SHALL COMPLY IN ALL RESPECTS WITH AWWA STANDARD C-500. LATEST REVISION WORKING LB. PER PRESSURE SQ. INCH SIZE OF VALVE REQUIRING ANCHORAGE 50 - 100 12 INCH AND UP 101 - 150 8 INCH AND UP 151 - 200 ALL SIZES MINIMUM COVER FOR GATE VALVES SIZE VALVE MINIMUM COVERS p6" 4i" -. 36" San 10" 43" 12" 46" TTHRU�S'i *CCOW CCATER GATE Ol1i1R� �TAR t1t E TIE RODE) -- 11Tr EAt�4! Si NS VAL1*E & BOX Mec+aNtcAL DowCRErE THRUST 6Loac atxwr nln � WATER MNN WATER MAM ' - WATERMWN ANCWR RING 12 l / in UST WISE DIRECTED ECHER_ ALL ANNTS TO BE MECHANICAL JWNTS WATERLINE PLUG DETAIL N.T.S. PIPE SIZE Ft' WO L N FT. T FT. 6 TEE OR BLOCK 2.0 20 t.0 6 90 310 2.0 1,5 - - 6 48 7.0 1.5 1.0 6 221 1,5 1.0 6 BEE OR SACK 3.0 6 90 4 0 2-5 10 - 6 a 45 221 2 2.5 20 2.0 1.5 14 1-11 12 TEE OR BLOCK 4.0 4.0 2.0 12 1 4.5 2-5 12 45 4,0 3.0 12-- 221 3.0 120 1.5 NOTE, TAG TAME BASED ON WATER PRESSURE 50 SOL BM 115M #/SO. FT- TO 2000 ;/SO� FT. P9 '.,.. 31Kr3 P9 CONCRETE „ IS "IGHT •11r T r �FDICULAR TO NEW 1! 1 • 1 "1410= OF PFE Sff ROD SIZE 4' THRU 6' 004 fir rwu IV 1006 12' THAD lir. jb-..... - -. 1 4� i ii hl 1 UNINSTURBE __..,. FOR ALL BENDS PLUGS 1!t CAPS ",kiwao- to CONSTRUCTION y- ,e .n q. r e II _._ f ' , e 9: -, , • i- r w ML'tALl_lC LOCAING TAPES TERRA -TAPE OR APPROMM EQUAL, HIDE AM ENRIED 12- BELOW FROS WU OkADE WAT IRAL SO4.-i ' a► • U :I' rm e • e r a •. a • « '1 • �I�r� i�lll•,., ,,, r r r s , 4 e vs • TYPICAL FIRE HYDRANT ASSEMBLY FIRE HYDRANT SHALL COMPLY IN ALL RESPECTS WITH AWWA STANDARD C-502, LATEST REVISION NOTES: 1. HYDRANT SHALL HAVE A MINIMUM 24' COVER AT A DITCH OR SWALE 2. FIRE HYDRANT SHALL BE INSTALLED WITH NOZZLE LOCKS. 3. GRIP RINGS CAN BE SUBSTITUTED AS AN ALTERNATIVE FOR TIE RODS 4. ALL JOINTS SHALL BE MECHANICAL JOINTS 5. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE 6, INSTALL REFLECTIVE HYDRANT MARKER, STIMPSONITE MODE 86AB. TWO-WAY BLUE REFLECTOR IN CENTERLINE OF PAVEMENT PERPENDICULAR TO HYDRANT LOCATION USING E-BOND EPDXY ADHESIVE 1240/1241 PER MANUFACTURES SPECHCATIONS. �I 4 CI Zy a�ry iI1 N I:D Lj zLj +"t w Uj Z G 4 �! Z! > ti CDA�SSKN4 ND. P0T112 DESIGNED By -. OTNRs DAD 3z'kvww By TAS CHECKED BY DAD MWS ISSUE DATE 8 25 11 SHEET NO- 8 OF 9 SHEETS TaPORARY SEDIMENT POOL WIN STRENGTH SYNTHETIC FILTER #'ASP1C(TYP) NCDOT STANDARD #57 WIRE SCREEN G' WASHED STONE 8"X8"X18' CMU SFq DEWATERING 1' MIN 2 MAX ■ "IM—Altlitny # .'•g" "ra STORM DRAINAGE I STRUCTURE W/GRATE y INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, (LATEST EDITION) SECTION 5.52. INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETS YARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET, PERMANENT VEGETATION SEPT 30 SEEDING DATES: APRIL 1- SEED MIXTURE APPLK:ATTON RATES/ACRE BAHIA 50 LBS. COMMA BERMUDA 50 LBS. (UNHULLED) GERMAN MILLET 15 LOS. FESCUE 20 LOS. EIRT1,17ER 28-13--13 0 500 LB/ACRE MULClt APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. CONSTRUCTION TEMPORARY E. Q. ISEEDING D• OCT. 177! MIXTURE APPLICATIONRATES/ACRE .. M APPLY 4,GDO LS/ACRE STRAK ANCHOR STRAW BY TACKING WITH ASPHALT, NEFTING, OR A MULCH ANCHORING TOOL A DISK WITH BLAOM SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL, — FERTIUZER RATES SHOWN ARE GENERAL RECOMMENDATIONS: FREQUENCY AND AMOUNT OF FERI UZATION CAN BEST BE DETERM94M THROWN SITE SPECIM SOIL TESTING. i •RY sTAauzAT*N AND EROSION CONTROL 1 'U. A COMPLETE VEGUATIVE COVER. 7' SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND pAFIDLY AND. IF LU-7 UNATTENDED, CAN ALLOW SERIOUS SOL LOSS FROM AN OTHERWISE STABLE SURFACE A SINGLE HEAVY RAN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE SPOTS. AND THE LONGER REPAIRS ARE DELAYED. THE MORE COSTLY THEY BECOME, PROMPT ACTION WILL I(EIEP SEDIMENT LOSS AND REPAIR COST DOWNL NLv SEEDUNGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. # GULUES DEVELOP. THEY MUST BE FILL71 IRE —SEEDED. AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD. MAINTENANCE REQUIREMENTS IrI BEYOND THE SEEDING PHASE,COMPLETIONis a1 WEW OR DAMAGED SPOTS MUST BE REUMEDj FERTILIZER MULCHED. AND RESEEDED AS PROMPTLY AS POSSIBLE REFERTILIZARON M04Y BE NEEDED TO MAINTAIN PRODUCTI'VE STANDS. SFECIFICATIONS 1--EXTEND FILTER FABRIC TO LNNE TRENCH (ALL SIDES) COMPACTED FILL TRENCH (4e WIDE x8'DEEP ) SILT FENCE DETAIL N.T.S „Cv STB'VE GRAVEL CONSTRUCTION ENT,RANCEf EXIT' DETAIL N.T.S Z Z �\/ a{ p. 1 41 /I� ff= �• 1. -,.1 ': 0% H m v) u y Z(A 4 z5 o 4..• m Z m w Z V o 4 U tin" ♦jam OZ 2 « I� N W ' 3tre v t� a s` 0 0 z Z o �w OA a sa Z N a O W-Wz Sek E� gLr7 °-�'1'•-r-���11 F�N;9�°�jyl4MOrR.. vN�1 FRz z W g cr In 9 :r r>a �COMMISSION NO,. P07112 DESIGNED SY dry'{ p�+ `�{ V 1 HRS DAD DRAWN BY TAS DIECKED BY -..... DAD? MWS ISSUE'.. BATE 25 11 14)u