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Home My WebLink AboutSW6070601_APPROVED PLANS_20070719STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW 4gz DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION. INSPECTION DOC DATE 69�O7� 71q YYYYMMDD i SITE awls ® �" y 11 12 3 14 v h in r ii7i '6 4.[A 141 1 3 ra �� o� �19 c r L v 22 q m 23 a �1 - 100 ZO E 0 IIa t 2 2 Exist. FH � �/��ly� alyb to .1 G m � 06 8 90 w¢ w xta • FX w� 6 I1 D 06 01 5 0 3� � � w � �We R � 50' Public R/� ' w �w � - o Cl� r --- i w �'xistin 6" peter Line w w Extst. FX / / Ufa C p0pp� I 4 892 ED�08065 0 oou r --- SR 2 w. Tom`- w o°° S ......70iJ°o I o \\ 200 t4os I I. Sol - \ 3z�Ktngsbrook irc1 w T�-w °m$�o00 �•.•QE SRO• / KiPRng � i 81 T_ relic._ j�L�/ tl :d E 8 P nse On \ �8i m J _ p / /�_\/� � 3 Exist. FH ', ( ,� « � bel Cr) 2-1133 __ / Q o.j •. �o A I I VI CIN TY M P w --- , -_--- - �3 R 1 I Ma umb 20 z- / ---°'b ••...•••' �a�o° l mber 2 4137 �8S °° S 0 AL ND VEYO SR 2232L - R " Ma Nu bbeed� 2002-�99" 9B o t eet, 0. Box 7 n ier, 5 Ex tin; s" weeer Line w - v- "' ber'2006=1.B9- z °000p ooaatap°° / p Q g' No sale TIN_ 88 f32 79 �` 68 � E� 3 20 0 ) 6 2 33 (919 6 - (F X \ "� ° - 2 WOOD _DEVISED: 0 23 0 AREA SU MA Y �/ % 0 e hr e (Lots -1 i base 0 e aFvtst� , 01- 5 .747%Ac. TO 1 a 89� A 3 ��- - EVIS 15-0 1 rtle5, h2 1.17 Ac. Co mo s Area -� \ 83 / 1� a t 5 oc re S t " Rd p lei h, NC 2 ,60 . 91 -7 4 0 Phas Tw ` I L \ O 78 0 -� �xi (L is 118-1� & �l 1 5 �r3 =Mint B sing era e 18.9 4 Ac Tot 1 I I BeaoT I / / �� 'tback R u' e , �7 3 Phase One - - . oRe els _�` �� R 0 RA 30 �c-.1ZA=4� d O e h \ Ph se Th ee o � Forest Trails�S di#ision - r ap Numberoti -k133 \ i / C i Fno s5' m�t430 ev is R a ,/ uqu y- ari �6 91 -5 2 6 5 15. 34 A Total j o° MMap�Numbe� zo z-1i35 84 / ad / \ �sms; ion er P as Fo r Lotfs - I3 0.8�3 AC. mons Area 1 o Map Num %002-11� O RN Lo s ze' R 1 I I I Map N e 2b02-113 85 / 1 Ph a e Four ° ° y Map er 2obs-1Bo O / v =�1 va to e co l�a w -� i 67 CLris gh Rd Fuqua -Vari a, NC 752 9 9-5 3 0 14.4�1D Ac. Total s B5 ¢Ts3 E mm n re % �•- \ -� �B \ ti ao S. eron C.. on o ' 48 . \ �- - \ Total of 11 ases y o Dee 1 Pa a 57947 \ / ------- Ph q \ Devel per \ 105.116 Ae. otal q I , my Map Number 20o4-e3o m -�- 21.973 Ac. Open Space ••, I I � 1 l \ ` \ \ �- 3- ED \�� 5 �\.° - r ce , 0 a al h, NC 2 03 = 00 s-Shur o quayVar�na, \pN MU �- \ ��JG�U(1LIT 65 6 ro 3 \� The e ]o at d wit \ \ �e cf l the s n S 88'141B 6 63 \ 3 b \ s rg a 't t 1 rma 'or3 .��•�~ a,,�� \ er \Bo ilnOt \ Exist. FH .kE t. water va s \ \ �� \? :9 D Z y \ I H� \� Rock Point Court J 71 \ \ \ 0 7�28 �I = ] \ I m Extse.w Ater u y 60'�lic-R \\ i ts, w w xtw• B.. MateL nW Exist. a/ve \ xist. Hater aloe Rock n O t P \ \ \ \ Q'•�� / /I 6 Exist. FH w � Existing ter Line \ ub C J,'. ;vG�Ne • `� / Salvatore R. Mercogliano Pha e �- ✓ �w�,- Ex e; to na jar"q �." L BEFORE OU /G! / \ Deed Book 1588, Pee 644 ' ores ails Sub ivision =� - �� w w of \ \ ��, ��• W/ g Exist. Net r Yelve A I [It t �N / I ti N \ Deed Book 1855, Page 208 � DODED` ap utlt r 20 5-649 E ist F CONTACT E-C L CENTE a / t° wnty tap Number zoos-B30 p umb 0 5-651 Pha T 4 I f I r 1-800-6 2-4949 I 1 j ore t As �q�IM v� 10., _5 Ac. Net Residual / �j M p Number 20 -698 m Numb �,tO 9 w 6" c: ' a Ma iV ber 2�i.O5�651 P I ; 1 I 61 59 �8 57 56 55 54 4 5 52 �L�_ap Nu ber'' MO6 6 I d S\ / 1 8288' - 124 BB-- 112.02 112 ' 3'42 E 190B.48' T to \ \ I I y 112.03 S BB'67b8"S 334 � \ ot� \ 1100DED I b¢•65 --' �•w r ---- - 1 z s9.44 / ISofeHarnett Co fe y Subdiviai _ B3^ 205E 41B. To l ^O8 8"2 1B8'1 1 I �4 s • e I h �� o� I I r tttt,uu 14B.85 �6 ' M h 04.�%O p • rdinance Shall b�'a row of ever Teen f - --�- 33.84 N B• I O �- �p 99 ,� a I • I / I ,O ees no more th n 5 feet apart whic�t I \ \� - -- 133.94' 88 .� 1-9` Ac. 0.458-Ac-- 0.4 I ,n a4' jt y I 101 �1 1 4 , y /ti \lI �, •n would grow to Idrm a contlnuou bed$eZ I \ \ - -- -__ y _ B Imo- o c• 0.458�e c. �0 0.480 Ac. 10 1 9 10 / M qto \ \ / •ty of at least B feet in height with' twd /0 B A . 0. m b / years of lanti supplemented with o a I \ c e _ - _ - 0.480 Ac. 0.480 Ac. 1° \ p ng T - - - - L_ - >' '�'b I p O 0 48 Ac. 0 c � ° � ge maturing treks every 50 feet. I : �1 I ° 133 u ti a \ 129 ' To a maintained b individual lot Q ai L- 8.24' 27.80' q 847 AC. e 3 o N B B7.7B F 4__ p ° iz / � � f 130 131 � �1lI 55Y. `_ .B8 o ha l•.4 cNw i ropoaed Street m \I 0.847 A�. � � � i .� � � \ �4f�( 117.13' 117.14' ht��1 / fo o �\ � �i G q� 0.1 t`.,, 128 a ° JJJ'�" m 132 '�yq�, o it 0.64 Ao. 9 0 7 i 78 Tree izi4' -(mil (5 0.647 Ac. / 17 \ 0 e w w Prop, e" we Line Kinsman -cc rt 578. T ta! a \�1.B90 h 9 - - _ w 12. 7' 00.00 w 4 ro 4 ° 1' 8 98.0 3J - - - =� - -- - 't 4 Pro F w p' r�Ja_ s �P�i lrl c R�II P FH Q 0' 3B L 1 Pro Deed Street ¢' g0. 218.8I� w w P+OP• 4" wa r 'n / Prop. FH / 33, ro. N - -� _-_ �� / Liht � 08•g2 A a - - --- � ------ 7.28- .81' w •' Gi °° s 62 0 "lI y 119.23' 1 - lrl00,00' �e� w Kins 10.80' I1 58' 1 B. 47 E I,I __man Cour (Tots 133.84' / pyoP;'\ I �� , � 1 -�-� - °j w 'f 140.58' w ro L= 9.75 • 13 T y� / \ al 5-- Publi° R/N �8=2 .00 W 8 1 do 14 Prop. FH 3 Sire 0.892 Ac• 1 v B fer�ee Not on t1 o.Bzt 12s q �_.__,� �•�$s o.5ez -------- - L-- �� L 9' y m 12 31,115.38' \ \ / rQ O. 12 Ac. ` 124 h , ti R3 h e 3 1 B. 7.2 L � 0 21B �� • t. 0.582 Ac. 1l . 3' Ac. 123 0 122 b 121 g' \1 \ 11 .81' a O a� O .� 98.2 APP x. T e Line 1 \ �- 8'Oe Iez9.4 9 .3 ' 1 . 7' 3 \ 0. B4B Ac. m o m 'w ii 00 a do BO 1 B0.7B' - - - J 1 I \ 0.64B Ac. ; A y� h 0.582 Ac. , g 02 ��\ - 140.5 I � I I I � � � � I � A- �3B•2 62, 7,.A 52 ' � � ion � hoan Pa WO ED - - _ g� 12 N 8352'05" 7b 140.59' . -� o h �- g8� 92 \ 34' 14B.96' to 501 1¢. l52' i t d Notes--- -� / to to and Note C ntl u d V J. Norris ' e o 193 P ge 149-(-Phnse ee Th l al lot own r t �7 na e re onsW e j�' e o0 1 96, Pa e 45f955, ��d �2� e 5 e au p \ Deed Bo k 87, P e 733 . / g babe 2 98r-P_ag�� t o main enanc of ----Is r e s a n here t o n ereon is to ted a (i-$istr' IV /-- 1 c t ion sh be in acc r a 1 r County d T to Both has s (1 .UJ phase 1��_ N 0 ta�an sp cI" a i n 7Mr SG� •y �,`U I ! l�relillinal v lm�ervlous Surface er 42 s�A I wed Pell- zonln with ut 'pub�er �1711 lial bylar eft C ty i 1 t r and ' ,,03\1 'Ac. Phase Three �, t ILIA 1 e p r zon' g with ubl'c ater ��n 1 11beDtic s�ystsmS. b' - ' Jose h e'v 1 '� �� $ p x 23.9 X. �; OI 4 Ta d ith ublic wa r /� i ents subject o h n e o f 1 tans • Bo z9$,\Pigs 255 6Q Ac. (157, ,64 sq. ft.) Allowable Impervious Surface \ v°p, c n th in �- J � \ county ap a Qa4- B9 � y A Deea ok 919, Pi M z = i0.45�c. � � -�A�f 1 etc. an appr va f t a e osion 1z.oe1 A t��iva1 v �� . _ �� s3a 1.6 0 A . --v a pp ' able en ie . 33,\� 73� ft. Impervl8us Proposed Paveme�tt 0.7�4--Ac_ 5.082 9 e e .62y Ac. ��e e co d to all a n�t r t o orth o• r \ 5 386' s ft. Impervious per Lot (� Lots) - 2.844 Ac. - 1 1.917% \ Xrl h R/W n ul-de ac - 4g.0 / Ca li �sczi �f� osio u tloey �I \ ,Pee Boo 911, P e fIQ' \\ 157, 5 sq. ft., Impervious Total by Design = 3.608 Ac. = 23.999q a i I "Z� W n 1- -sa = 2. 8' �A1r�water13 I�iI �es v� �ra t o 1 e le than J/e \ \ b, \ i 1iti� �� 08. '-�6 miler m i fir w i / C` I o o Ir ubt l h� 3 she is to to n H ua l W t r t a d shall ea Y 0 r \� be restri ° o a S r detentio i In �� y 20 - �� \ 1 prtf osEat on b ve 1 ° shall be OTE: /-�N�z47g "� __ I �\ �• ei�al l \ mitted wd Woe r pl ns f r 1 p °�vals etc... Ste s a t b mica e \ l Th at is a con i ct�o la co er s e t n \� o of s eon shall hair ct�c io 1 n 1 / I does not nfo to G.� 30 a e ded a�i d I R� 1 s nie Harn Co Uy T u ar P a� \ TEr ` \ \\ i s not Wte f les'o ecordati n. I \ I oad J ) \ �DR47NAG EAS ENT S D ATE -Z I NOTE: ��bbb I E�1A\ ooD HAZARD SPA EN \ \ S UB CAN IT BE TH R Du O eral Ze n t r Of this let, t e Ruth Mde Hitrton Johnson A 10' z 70' Sight Triangle\ qg \ shall be laded at all T 1C 1 Sl n Ea e e t Las Ji on this plat are naq 1 THE OPEBTY OW RS MAINT THE lots sh or o r� �r�e ent etu 1 to De a Bbok 391, Page 184 \ P yp I loovte tie FBWA 100 ea3 �\AI er nce I \ stre intersee4ons as N Sc a local tP700 �ea as aho on A EME� AN D NA E TRUCTURE5 -A De� Bo 1935, Page 149 7000�t u . gfe�rec d db ivisio pis for fal shown hereon. Note: FeMA map o. 37z oor �\ Lt E1N10 TO N IN ETE I OF TE M3 Nu ber 2 9 i ensigns d a r a es. A A to : 70' sight al a toe K1feo re Date, October z00e` A G SY TE AND NS E S1 WE laA1NA E. p \ l A pre c dense over ign easem ntV V A� g l Others s Sho n LLUHC-84 1 \ P ASE` _D ifrC I I I I I I I I I I I I I I I 1 I I U 7 r--------------- r------ -----� WOODED I \ I \---------- \\ - \ , I i I I 13� i 112 I �13 114 115 \� 2 I � 1 1 I � r \ \---__� �_____--_ I I I ' \-------J �d'iTYPJ L- ___ I LMi / I T:T, MPORARY BLOWOR VALVE ------------ " WOODED I \ li i I \ \ I I 1 I I I \ I I I \ \ I I I \ 1 I J \ I I I / - App ox. Tre' Line SITE DATA AND NOTES I DEED BOOK 1935, PAGE 149 (PHASE THREE) DEED BOOKS 1596, PAGE 457,1955, PAGE 208, 2298, PA E 255 (PHASE. FOUR) PROPERTY SHOWN HEREON IS LOCATED IN WATERSHED / \ DISTRICT, IV HQW. \ 29.445 AC: TOTAL BOTH PHASES (15.034 AC. IN PHASE.14.411 A -C PHASE 4 42 LETS ALLOWED PER ZONING WITHOUT- PUBLIC -WATER 51 LOTS SLOWED PER ZONING WITH PUBLIC WATER 40 LOTS PLANNED WITH PUBLIC WATER MINIMUM LOT SIZE = 0.461 AC. MAXIMUM LOT SIZE = 1.690 AC. AVERAGE LOT SIZE = 0.625 AC. MINIMUM LOT WIDTH 0 R/W ON CUL-DE-SAC = 40.00' MAXIMUM LOT WIDTH 0 R/W ON' CUL-DE-'SAE = 51.17' MINIMUM LOT WIDTH 0 R/W = 108.94' MAXIMUM LOT WIDTH 0 R/W = 356.88' APPROXIMATELY 203.5 LINEAR FEET IN WILD OAKS COURT APPROXIMATELY 2708 LINEAR FEET IN KINSMAN COURT APPROXIMATELY 227 LINEAR FEET IN STREET "A" STREETS ARE TO BE PUBLIC DEDICATED. NO LOT SHOWN HEREON SHALL HAVE DIRECT ACCESS TO SR 1412 AND SR 1412 IS ON THE HARNETT COUNTY THOROUGHFARE PLAN. t ter Valve _ / ieii g Existin 6 Water Line � ---�'-.----------------�—�- - �- - r Lin e Existin � � ►a� - - - _ --"--- -- _ - -- - -- Blow -Of :i t.�Water Valv� / Exist. FH, Y MAP / WO DED50 46 './. 1 / I' L _ r-------------r - 1 - ....�-------------- , - \ _____________ �;---I-�--� \ j ------ J L ------ __T-raposed-Si0'eid. -- ASSEMBLY ,/ \ / \ -- Light (TyY) \ W - - _ _iYa to-Tny FF �-------- (2 8"�GV q — — — — — — — — 2 ff �� ------ — W \ - - - r \ / - ----- --- --------------------------1 i I _�_� _ _, j -- - -----� - r 4tl GV /REDUCER ------------ 110 106 105 \ 2 GV109IR UCER Q(:,oDfl 0. r ' 103 --------------- ___________J L___I .WOODED I GENERAL NOTES: \ LCO TRACTOR SHALL VERIFY THE LOCATI-ON _OF ALL EXIS�TNG UTILITIES, AND -TALL BE RESPONSIBLE F ANY DAMAGE RESULTING \ \ \ I I FRO HIS ACTIVITIES. CALL UTILITY LOCATION SERVICE 48 H0 S PRIOR TO EXCAVATION: \ wO�D I 2.ALL 'IONSTRUCTION AND MATERIALS SHALL. BE IN ACCORDANCE WNN THE HARNETT' CO TY AND NCDOT�T�NDARDS AND \ \ \ \ SPECIFICATIONS. \ \ 3.TOPOGRAPR1CAL INFORMATION AS PER NC DOT LIDAR DATA. \ \ \ \ / 4.NO CON SIRUC IT ON-SRAIFBE-STARTED PRIOR TO. THE EROSION CONTROL P�RMIT BEING OBTAINED' FRO HARNETT COUNTY\ \ EROSION CONTROL:. \ \ \ \ \ \ 1 \ 5.ALL FIRE HYDRANTS MUST BE INSPECTED BY R. T.J. LAMB, HARNETT COUNTY VEPUTY FIRE MARSHALL. ONCE THE UTILITY CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL NOTIFY MR, MCLAMB AT (9 0) 893-7580 TO REQUEST A1SITE, INSPECTION \ \ o 1 \ OF / \ ALL FIRE HYDRANT INSTALLATIONS. \ \ \ 6.THE CONTRACTOR AND THE ENGINEER SHALL CONTACT MR. LONNIE CRENSHAW, UTILITY CONSTRUCTION INSPECTOR AT (910) , 893-7575 EXTENSION 3239 TO SCHEDULE A PRE-CONSTRUCTON MEETING AT LEAST 48 HOURS PRIOR DIGGING, TRENCHING, OR WATERLINE QUANTITIES SITE EXCAVATION. WILD OAKS COURT 6" = 398' KINSMAN COURT 2"=169' 4" = 172' 6" = 1070' TOTALS: 2"=169' 4"=172' 6" = 1468' Preliminary Subdivision Phase Three & Four, Forest Trails Hectors Creek Township Harnett County, NC Scale: 1 " = 100' ZONED:RA-30 Date: 02-21-06 P.I.N. 0644-36-8190 PARCEL ID 080653 0115 02 P.I.N. 0644-26-6563 PARCEL ID 080653 0115 01 P.I.N. 0644-25-8924 PARCEL ID 080653 0115 NOTE: A 10' x 70' Sight Triangle shall be placed at all street intersections as shown hereon. WATER SYSTEM ONLY DESIGN BY: DEVELOPMENT CONSULTING SERVICES, INC. 1401 AVERSBORO ROAD, SUITE 206 GARNER, NORTH CAROLINA 27529 919-625-0411 7.THE CONTRACTOR SHALL POST THE APPROPIATE NCDENR EROSION CONTROL PERMIT, NCDENR "AUTHORIZATION TO CONSTRUCT" PERMIT FOR THE WATER LINE AND THE NCDOT ENCROACHMENT AGREEMENT (IF NECESSARY) ON SITE PRIOR TO BEGINNING CONSTRUCTION. &THE METER SETTERS SHALL BE INSTALLED IN PAIRS AT THE PROPERTY CORNERS ON EVERY OTHER LOT LINE. EACH METER SETTER SHALL BE SUPPLIED WATER THROUGHT AN INDEPENDENT Y4' SERVICE LINE THAT IS TIED DIRECTLY INTO THE MAIN WATER LINE. POLYETHYLENE SERVICE LINES THAT CROSS UNDER THE ROAD SHOULD BE INSTALLED INSIDE A TWO (2") INCH CONDUIT UNDER THE ROAD TO ALLOW FOR EASY REPLACEMENT IN THE FUTURE. 9.TO AVOID CONFLICT WITH OTHER UTILITIES (POWER, TELEPHONE, CABLE, AND GAS) THE METER SETTERS SHALL BE LOCATED APPROXIMATELY ONE (1') FOOT INSIDE THE RIGHT-OF-WAY AND AT LEAST THREE (3') TO FIVE (5) FEET OFF OF THE PROPERTY CORNER BETWEEN THE LOTS. 10.WHERE THE POTABLE WATER LINES) CROSS THE NON -POTABLE WATER LINE(S) (STORM SEWER, SANITARY SEWER, REINFORCED CONCRETE PIPE, ETC) THE POTABLE WATER LINE SHOULD BE INSTALLED WITH DUCTILE IRON PIPE (DIP). POTABLE WATER MAINS CROSSING NON -POTABLE WATER LINE(S) SHALL BE INSTALLED TO PROVIDE A MINIMUM VERTICAL DISTANCE OF EIGHTEEN (18") INCHES BETWEEN THE INVERT OF THE POTABLE WATER MAIN AND THE TOP OF THE NON -POTABLE WATER LINE, BOTH THE WATER THE NON -POTABLE WATER LINES MUST BE CAST IRON OR DUCTILE IRON PIPE (DIP). THE SECTION OF DUCTILE IRON PIPE SHALL BE , CENTERED OVER THE NON -POTABLE WATER LINES SUCH THAT THE JOIN ARE T () JOINTS A LEAST TEN (10) FEET FROM THE NON -POTABLE WATER LINE. POTABLE WATER LINE SHALL BE INSTALLED WITH DUCTILE IRON PIPE (DIP) WHERE THE MINIMUM HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED FROM EXISTING OR PROPOSED LINE(S). OWNER PHASE THREE (LOTS 94-115) A & D PROPERTIES, INC. 5340 ROCK SERVICE STATION RD RALEIGH, NC 27603 919-772-4002 OWNER PHASE FOUR (LOTS 116-126 & 132-133) JOSEPH K. REVELS 230 REVELS ROAD FUQUAY-VARINA, NC 27526 919-552-6854 OWNER PHASE FOUR (LOTS 127-131) SALVATORE R. MERCOGLIANO 6718 CHRISTIAN LIGHT RD FUQUAY-VARINA, NC 27526 919-577-6350 00 w GRAPHIC SCALE 1" = 60' DEVELOPER A & D PROPERTIES, INC. 5340 ROCK SERVICE STATION ROAD RALEIGH, NC 27603 919-772-4002 6212 RAWLS CHURCH ROAD FUQUAY-VARINA, NC 27526 919-552-4158 U S M � LLJ N � U N N � Z N ¢� z rn 1- � J v J O x � Z� U o V 0 OI H N Z N W�!�� ¢ Z rn 00 a� LLJ J tY LLJ z 1 J J � U (if FE F— f 0 z C/) z L1J =) 0 O r_ L.L- z REVISIONS: SCALE: 1"=60' DRAWN BY: CDS DATE: 02/23/07 PROJECT NO. r SHEET 2 �,, 3 N �` ffl x1$ '3 5 - - 0 1 n SKIMMER SEE SKIMMER DETAIL 4'x4 RISER t STRUCTURE EL. 336 0' VEGETATIVE SIIELF 18"RCP 7 L-INSTALL 2'x 8'x8' CONCRETE BASE PLACE 2" PVC INTO PREFAB. B" HOLE T' 3 9 EMERGENCY SPILLWAY CROSS SECTION OF DAM NTS TRASH RACK �w� 0 4'x 4' BOX TOP=336.0 OPEN TOP WITH #4 REBAR PLACED 4" O.C. FOR TRASH RACK INV. OUT=331 WITH 2" ORIFICE IN BOX. AT ELEV. 334 NOTE: LEAVE AN OPENING IN BOX WITH AN AREA OF APPROX. .8 SQ. FOOT. THEN INSTALL METAL PLATE WITH 2" DIAMETER HOLE AT AN ELEV. OF 334 RETENTION POND NOTES: 1. RETENTION POND TO BE OWNED AND MAINTAINED BY HOA. POND SHOULD BE INSPECTED BY QUALIFIED PROFESSIONAL TWICE PER YEAR. IT IS THE RESPONSIBILITY OF THE HOA TO INSURE THAT POND IS OPERATING PROPERLY. 2. POND DAM SHOULD BE MINIMUM 5' IN WIDTH AS PER PLANS. 3. INSTALL 10' VEGETATIVE SHELF AS PER PLANS. 4. NO SLOPES ON OR AROUND POND SHOULD EXCEED 3H:1 V AS PER PLANS. 5. FENCE SHOULD BE INSTALLED AROUND PERIMENTER OF POND. ri rl vi U o 5 x I m z a o� v� a L o �� U z � o w [M Q z a O E-4 z EW-+ W P4 REVISIONS: 5/15/07 SCALE: 1"=30' DRAWN BY: KMR DATE: 5/15/07 PROJECT NO. 7-348 SHEET 3B OF 7 104 /)I -IC) C 4' x 4 RISER STRUCTURE EL. 296.5 EL. 297 18"RCP EMERGENCY SPILLWAY V L INSTALL 2'x 8'x8' CONCRETE BASE PLACE 2" PVC INTO PREFAB. 8" HOLE AND GROUT. CROSS SECTION OF DAM NTS "� TRASH RACK / 4'x 4' BOX TOP=296.5 OPEN TOP WITH #4 REBAR PLACED 4" O.C. FOR TRASH RACK 'i INV. OUT=291.5 i 1 WITH 1' ORIFICE IN BOX. AT ELEV. 294 I E1Vr�' BASS 2� l� NOTE: LEAVE AN OPENING IN BOX WITH AN AREA OF APPROX. .8 SQ. FOOT. THEN INSTALL METAL PLATE WITH 1" DIAMETER HOLE AT AN ELEV. OF 294 RETENTION POND NOTES: 1. RETENTION POND TO BE OWNED AND MAINTAINED BY HOA. POND SHOULD BE INSPECTED BY QUALIFIED PROFESSIONAL TWICE PER YEAR. IT IS THE RESPONSIBILITY OF THE HOA TO INSURE THAT POND IS OPERATING PROPERLY. 2. POND DAM SHOULD BE MINIMUM 5' IN WIDTH AS PER PLANS. 3. INSTALL 10 ' VEGETATIVE SHELF AS PER PLANS. 4. NO SLOPES ON OR AROUND POND SHOULD EXCEED 3H:1 V AS PER PLANS. 5. FENCE SHOULD BE INSTALLED AROUND PERIMENTER OF POND. CJ w 5 o� " 0 a I �to a a P U] o U E, z M 0� � rn cq Lo U z z 04 a � w A ;0 i Q z 0 a z 0 z w w REVISIONS: 5/15/07 SCALE: 1"= 30' DRAWN BY: KMR DATE: 5/15/07 PROJECT NO. SHEET 3C O F 77 5-, 2' MIN ' MIN COMPADTm STEEP CUT OR FILL - 41 WIIF1 IEEMPOR RRY UV NAERFROSION CONTROL UPSLOPE TOE POSITIVE GRADE 1.D% MAX. DE S SSLOPESMAX.) 2 1 1 ( \ \\\\ \\\\ \\\\ \\\ \\\ \\\ \\ STEEP CUT OR FILL SLOPE MAINTENANCE INSPECT TEMPORARY DIVERSIONS ONCE A PLAN WEEK AND AFTER EVERY RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FROM AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE DIVERSION DITCH IQHI TO BLEND WITH THE NATURAL T. LEVEL AND APPROPRIATELY SEA LZE9 DESIGN OF SPILLWAYS DRAINAGE AREA WEIR LENGTH 1 (ASS) (Fq i 4.0 2 8.0 3 8.0 4 10.0 5 12.0 1 DIMENSIONS SHOWN ARE MINIMUM EXISTING SLOPE -� AM, HEIGHT It WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. KEY RP RAP INTO THE DAM J,W. 4Ir- - Ella lawalwilill =11 h MAINTENANCE CHECKDAMS AND CHANNELS WEEKLY AND AFTER EACH ANT 0 INCH OR GREATER) RAINFALL EVENT AND REPARI TELY. CLEAN OUT SEDIMENTSTRAW LIMBS OR OTHER THAT COULD CLOG THE CHANNEL WHEN NEEDED. THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINE AND PAVED CHANNELS). REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL 70 DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE r GHT AND CROSS SECTION. EXISTING SLOPE STEP SEQUENCE �--. CHECK DAM 5 TYPE A PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL N 1-'.',�'J..� .�: fir.•:' .�.. .. e TYPE B PIPE OUTLET TO WELL- DEFINED CHANNEL NOTES: (1) d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 INCHES. (2) d t = 1' ABOVE MAXIMUM TAILWATER OR TOP OF CHANNEL BANK (WHICH- EVER IS LESS). (3) La =LENGTH OF RIPRAP APRON. IQHANNEL BOTTOM La NOTES: FOOTING SIZE PIPE SIZE WIDTH DEPTH 15" - 24' 8" 12' 24' - 38" 12' 24' 36, - 54" 18' 36' o SECTION B-B MAINTENANCE INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY IF STONE DIAJ 8% PROVIDE GEOTEXTILE UNDERUNER OR RAINS TO SEE IF ANY EROSION AROUND OR BELOW 4" (MIN.) /57 WASHED STONE BEDDING MATERIAL. THE RIPRAP HAS TAKEN PUCE OR IF STONES HAVE BEEN DISLODGE. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. RIPRAP OUTLET PROTECTION 50, MIN. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE I 25' OR WIDTH OF 2-3' STONE TO BE USED EXISTING-; (SURGE STONE OR RAILROAD PROPOSED STI2EET, ROADWAY 8N�AST) WHICHEVTR IS GREATER, PLAN 4' MIN. NOTES: 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- ING OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. 35' MIN.15, MI � NEW CONSTRUCTION EXISTING ROADWAY 12" MIN. 6" MIN. FABRIC UNDER STONE / CROSS SECTION MAINTENENCE MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FORM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC REVIS. TOPDRESSING WITH 2-INCH STONE. AFTER EACH iCRIPTION SEINSPECT STRUCTURE T RAP SEDIMENT AND LEAN IT OT AS NECESSARY. ATE DE IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS. CONSTRUCTION ENTRANCE 7 NOTE: TEiv1PORARY DIVERSIONS ARE TO BE SEEDED IMMEDIATELY AFTER THEY - A --- F RIJICT TOP OF BERM 1' MIN. 2' MN. 1' FREEBOARD MIN. TOP ELEVATION OF STORMWATER - FL000 STORAGE ZONE TARP 1' MAX. T SEDIMENT STORAGE ZONE 1.5' MAX. SEDIMENT DEPTH MAY. LEVEL OF SEDIMENT COLLECTED 6" PVC RISER CLEAN BASIN WHEN THIS LEVEL IS WITH �" HOLES REACHED 15 WASHED FILTER 1 RIP DITCH AND BU1 EDGE (MIN. 12' TARP PROTECTION 30' WIDE NOTES: 1. DWIWDOWN RISER SHALL BE 6' SCH. /0 PVC WITH CLEW OUT CAP AND 1/4" HOLES 2. THE TM USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. F MULTIPLE TARPS ARE USED THEN TARPS SHALL BE OVERLAPPED AT TARP EXTENDS TO TOEJ OF BACK SLOPE B' MIN. SECTION THROUGH BASIN AND FILTER If MAX. VARMBLE AS DIRECTED BY THE ENGINEER I WIN. LANE 12-1/2 GA MEDIATE i GRADE FRONT VIEW -FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE. FOR ANCHOR WHEN SILT FENCE IS PROTECTING STEEL POST CATCH BASIN. WOVEN WIRE FABRIC SILT FENCE GEOTIXIR.E FABRIC MAINTENANCE BACKFILL TRENCH 4: COMPACT INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK NOTE: H FILL SLOPE AND AFTER EACH RAINFALL. MAKE ANY REQUIRED -USE SILT FENCE ONLY WHEN DRAINAGE = REPAIRS IMMEDIATELY. AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW T•,,': SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR DECOMPOSE OR BECOME -END OF SILT FENCE NEEDS TO BE GRADE INEFFECTIVE, REPLACE IT PROMPTLY. TURNED UPHILL. 8" MIN. b MIN. ANCHOR SKIRT AS DIRECTED BY ENGINEER SIDE VIEW STANDARD TEMPORARY SILT FENCE LEAST 12 INCHES. UPSFREW TARP SHALL OVERLAP DOUNNSTREAM TARP. THE TARP SWILL BE 50 NIL. HEAVY MAINTENANCE - DUTY SILVER TARPAULINS FOR SUN RESISTANCE. INSPECT TEMPORARY SEDIMENT BASINS WEEKLY AND AFTER EACH SIGNIFICANT G INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN DESIGNATED DISPOSAL AREA. CUSTOM BASIN/SEDIMENT BASIN DETAIL CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE. AND INSPECT THE EMBANKMENT FOP PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND NOTE: WHEN BASINS ARE CLEANED, IMMEDIATELY STABILIZE SEDIMENT SEDIMENT WHICH HAS BEEN REMOVED OR PROTECT WITH SILT FENCE. PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DRAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. BAFFLE INLET 35M OF SUI SUPPORT ROPE TO WIRE FSUPPORT POST, 24" , TO PREVENT SAGGING I BOTTOM OR SIDE -CO/R MESH OR SIMILAR, STAPLED OR STAKE TO SUPPORT WIRE TRENCHED INTO BOTTOM OR SIDE MAINTENANCE INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. • BE SURE TO MAINTAIN ACCESS TO THE BAFFLES, SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE REPLACE IT PROMPTLY. e REMOVE SEDIMENT DEPOSITS WHEN /T REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES, TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANCUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED S70RAOE DEPTH. • AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE /I.. BAFFLE DETAIL N. T. S. 50' R/W REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT, REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. CHANNEL INSTALLATION NORTH l °L (IS 1 AMERICAN r�� GREEN �r`1�`:, rrr \/ % �JJ O "_ r c At I I EROSION CONTROL Products - r 4" (10 CM) Guaranteed SOLUTIONS _ r f J- O 14649 HIGHWAY 41 NORTH - _ - - --- I J EVANSVILLE. IN 47725 _ - CM - s u.e 800-772-2040 . - - '�� - - www.na reen.com - -- 9 . O ............................_._...... ... ................_.._._ . . . _ - _ 1s eM - - ( ) _ - OO 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA CELL-O-SEE MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CMP DEEP X Be (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" ((30 CM)) OF III EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE REC a WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" ((30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPUNG. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12- (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE RECP's. 3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL. RECP's MUST BE SECURELY FVTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DDT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE Raw OF STAPLES STAGGERED 4' (10 CM) APART AND 4' (10 CM) ON CENTER TO SECURE RECP's. 5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30 CM) APART IN A 6" 115 CM) DEEP X 6' (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2' - 5' (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED. 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF S.4PLES STAGGERED 4" (10 CM) APART AND 4- (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NOTE: • IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. NOTE: A] CRITICAL POINTS A HORIZONTAL STAPLE SPACING SHOULD BE ALTERED / r-B IF NECESSARY TO ALLOW STAPLES TO SECURE THE / O A OVERLAPS AND SEAMS B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE. C. CHANNEL BOTTOM/SIDE •• IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6' (15 cm) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. VAR. PAVEMENi WIDTH 0.02 6'- 0" HOULE WIDTH -0.08 T8 5'-0" DRIVEWAY TURNOUT GRADES C/L 50' RIGHT OF WAY 20, PAVEMENT -.25 6' SHOULDER 6' DITCH TYPICAL STREET SECTION 1.5" SF9.5A 8" CABC CONSTRUCTION SEQUENCE 1. Obtain a land -disturbing permit. Schedule a preconstruction conference with the Environmental Engineer, DENR 791-4200. 2. Install gravel construction pad, temporary diversions, silt fencing sediment basins or other measures as shown on the approved plan. Clear only as necessary to Install these devices. Seed temporary diversions, berms and basins Immediately after construction. 3. Call 791-4200 for on site Inspection by Environmental Inspector and obtain Certificate of Compliance. 4. Begin clearing and grubbing. Maintain devices as needed. Rough grade site. 5. Install storm sewer(if shown) and protect Inlets with block and gravel inlet controls, sediment traps or other approved measures as shown on the plan. So. Install water main as shown on the plan. 5b. Begin constructing building, etc. 6. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. Seed and mulch denuded areas within thirty (15) days of completion of any phase of the project. 7. When construction is complete and all areas are stabilized completely, call 791-4200 for an inspection by the Environmental Engineer. 8. If site is approved, remove temporary diversions, silt fencing, sediment basins, etc., and seed out or stabilize any resulting bare areas. All remaining permanent erosion control devices (such as velocity dissipators) should be installed now. 9. When vegetation has become established, call for final site Inspection by Environmental Inspector, call 791-4200. Obtain a Certificate of Completion. SEEDING SCHEDULE (REVISED: 1-1-86) Shoulders, Side Ditches, Slopes (Max 3:4) DATE TYPE PUNTING RATE Aug5 - Nov 1 Toll Fescue 300 Ibe acre 9 / Nov 1 - Mar I Tall Fescue 300 Ibe/acre h Abruzzi Rye 25 Ibe/ocre Mar 1 - Apr 15 Tall Fescue 300 Ibs/acre Apr 15 - Jun 30 Hulled Common Ilermudogmss 25 Ibe/acre Jul 1 - Aug 15 Tall Fescue and 120 Ibs/acre ... BrownleeMillet 35 lb./..re acre / ***or Sorghum -Sudan Hybrids 30 Ibe/acre Slopes (3:1 to 2:1) Mar 1 - Jun 1 S.Hcea Lespedezo (sccdfled) 50 Ibs/acre (Mar 1 - Apr 15) Add Tall Fescue 120 Ibe/ocre (Mar i - Jun 30) Or Add Hulled Common Bermudogross 25 Ibe/acre Jun 1 - Sep 1 ... Tall Fewcue and 120 Ibs/acre •••Broentop Millet 35 Ibe/acre ***or Sorghum -Sudan HybHde 30 Ibe/acre Sep 1 - Mar 1 Sedceo Lespedeza (unhulled-unscad0ed) 70 Ibe/acre and Tall Fescus 120 Ibe/acre (Nov 1 - Mar 1) Add Al Rye 25 Ibe/acre Consult Conewmatlon Engineer or Sell Coneervatlon Service for additional Information concerning other alternatives for vegetation of denuded areas. The above vegetation rates are those which do well under local conditions; other seeding mte combinations are possible. ss+Tampomry - Reseed according to optimum season for desired permanent vegetation. Do not allow temporary cover to grow over 12' in height bar" mowing, otherwise fescue may be shaded out. SEEDING SCHEDULE 1) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW). 5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP. 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH. 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLEAF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 4 APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ACRE IN CLAY SOILS) FERTILIZER - 1,000 Ibs. / ACRE-10-10-10 SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS MULCH -2 TONS / ACRE - SMALL GRAIN STRAW ANOTHER - ASPHALT EMULSION 0 300 GALS./ ACRE SEEDBED PREPARATION C L 35' SLOPE AS REQUIRED SECTION A -A CLIL-DE-SAC �V-DITCH C/ R/W U] w U o w C/] W z in C\I to a � � N P4 z z Q 0 O [� E-i Z d W � O .-H w Q 1 Z O H ^<r x I F 0 O Z EE-- Z W O U O E-i r E-I F---I �Z Qi x REVISIONS: SCALE: AS SHOWN DRAWN BY: M. W. C. DATE: 5/7/07 PROJECT NO. SHEET 4 �OF 7 1 5/8" THREADED RODS (2 EACH SIDE) TAMPED BACKFILL-- REDUCER 4X2" LAYING 29' TO STREET o CONDITIONS DESCRIPTION PROJECT USE BRASS MARKER PLATE MARKED PLATE � WITH ANCHOR A METER BOX LID, CAST IRON a 3/4" CHAMFER AT EA. CORNER MI i CAST THE LETTERS "MV" IN 3'-0' _ 17 MIMIMUM ONE FACE OF THE CONCRETE ••' 4 BARS P5 - c I I ly3 MARKER AND ORIENT TOWARD .,''. SPIDERS SUPPORT CARRIER PIPE IN CASING ll % FLAT BOTTOM UNDISTURBED EARTH NOT USED. `ol THE ROADWAY : ENCIOS ENDS WITH — TRENCH, LOOSE BACKFILL I B" BRICK MASONRY I I- j < 2" BEVEL z f1 3/4 Inch Gate Vd ROTATE MARKER TO OTHER END CENTER LINE CARRIER PIPE _ II= CustmRequIred m Caetotner side FOR BLOW -OFF 3/4" X Within 12 IBox of NIP SERVICE LINE 'm � I BRASS NIPPLE 0 FROM STREET ae etar Box TYPE gi VALVE N0. — — 120 STEEL CASING PIPE ��i��i��i�� 4" SQ. PRECAST CONC. :�':.66... P.R.V. Location down stream of ae mt—oW "I" METER SETTER POST (4000 P.S.I.) 25 FT. SLOPE TO DRAIN —► :;;f,,.,,';' GRAVEL CENTERED PLATE WITH VALVE NUMBER, 2' WEEP HOLE IN BOX FLAT BOTTOMED UNDISTURBED EARTH NOT USED. DIRECTIONAL ARROW -POINTED ELEVATION TRENCH. BACKFILL LIGHTLY TO MARKED VALVE do DISTANCE TO THE NEAREST FOOT. 1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED Lw CONSOLIDATED TO CENTERLINE 2. INCLUDE STONE IN PRICE OF METER BOX. METER SETTER WITH OF PIPE. 3. METER SETTER SIZE AS NOTED ON PLANS. DOUBLE CHECK VALVE 4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE. (BACKFLOW PREVENTER) BOLTS 70 PIPE TYPE 2 VALVE MARKER DETAIL 1 NO SCALE TYPICAL METER BOX INSTALLATION 8 HEAVY DUTY NO SCALE STEEL SKIDS (3) PIPE BEDDED IN 4 MININUM JOB EXCAVATED MATERIAL. ALL DUCTILE IRON GRAVITY 1w BACKFILL LIGHTLY CONSOLIDATED SEWER LINE. CARRIER PPE TO TOP OF PIPE. (SPIDER SIZE DETERMINED BY SIZE OF STEEL CASING AND PRECAST CONCRETE PROTECTION RING INNER PIPE.) TYPE 3 SECTION "A" EXISTING WATER MAIN ALL PVC RAILROAD PIPE PIPE BEDDED IN SAND, GRANULAR LINE A DWPVCR PAVEMENT (ONE OR TWO OR GRADED GRAVEL TO FORCE MAIN. z LANES) THE DEPTH OF 1/8 PIPE DIAMETER, MIN. COVEROR As SHOWN 4" MIN. JOB EXCAVATED MATERIAL o LZi ON THE PLANS COMPACTED TO 4" ABOVE TOP OF PIPE. t N B'—B" MIN. COVER ••••*••••••••• (APPROX. 95% STANDARD PROCTOR 11 c:H 'c OR ASSSH OWN ON AASHTO T-99) F_ a TAPPING SLEEVE (`, t 7„ (`, r� TYPE 4 TRANSITION FfRING As �', REQUIRED TAPPING VALVE . - - _ - - - WITH VALVE BOX VALVE OPERATOR NUT ii ST'L CASING PI I NEW WATER MAIN PIPE BEDDED TO ITS CENTERLINEDUCTILE ALL PVC GRAVITY VALVE Box - - - - - - - IRON + +*+ IN COMPACTED GRANULAR MATERIALSEWER LINE. BRICK CLOSURE PIPE CARRIER + 4" MIN. UNDER PIPE. COMPACTED NOTE: TAPPING SLEEVE SHALL BE 316 STAINLESS STEEL ONLY +'+ lu GRANULAR OR SAND MATERIAL TO PROFILE *«+ 4"ABOVE TOP OF PIPE. +*+ (APPROX. 95% STANDARD PROCTOR, TYPICAL VALVE BOX DETAIL(2 AASHTO T-99) NO SCALE BORING & JACKING DETAIL 5 'YPICAL TAPPING SLEEVE AND VALVE ASSEMBLY 9 TYPE 5 .TYPICAL LAYING CONDITIONS 12 NO SCALE NO SCALE -l0 SCALE r VALVE NOTE NO. 1 NOTE: AT PIPE INTERSECTIONS, MULTIPLE VALVES, RUN WIRE UP AT ONLY ONE VALVE. SINGLE 12 AWG SOLD CORE WIRE PLACE EMPTY VALVE BOX AT INTERVALS WHERE VALVES 00 NOT OCCUR A PLACE TRACER WIRE IN X. PRECAST CONCRETE PROTECTION GRADE BOX COLLAR P.V.C. PIPEUNE R LINE G'TE VALVE TYPICAL TRACER WIRE INSTALLATION NO SCALE 1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"—B" EXCESS 2. PLACE TRACER WIRE IN VALVE BOX AT 1.000' INTERVALS OR AS NOTED ON THE PLANS. TYPICAL. 3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL INSTEAD INSTAL. A VALVE BOX AND ATTACH EACH WIRE WITH A BRASS SCREW TO THE VALVE BOX. SQUARE HEAD NUT (NO WHEEL VALVES) PRECAST CONCRETE PROTECTION RING\ SEE VALVE BOX PAVEMENT INSTALLATION VALVE BOX BACKFILL-- 2 THREADED BRASS PIPE (36" IN LENGTH}- -2" G.V \ 2" BRASS NIPPLE (6" MIN. LENGTH) REMOVE 2" PLUG/CAP ITEMS 4" MIN. THREADED COUPLING 2" THREADED PIPE (24" IN LENGTH) AS SHOWN PRECAST CONCRETE :DGE ON PLANS PROTECTION RING OF 20AADD \ I 6" D. I. WATER LINE STEAMER CONNECTION 2 1/2" HOSE CONNECTION - BACKFILL STONE -� (7 C.F. MIN.) TEE i 4-3/4" TIE RODS WITH BRACKETS (SEE DETAIL) N_ TIE HYDRANT TO MAIN LINE 6" D.I. BEND L2-0- W/TIE RODS IN UEW OF CONC. BLOCKING IN SANDY SOIL. TYPICAL FIRE HYDRANT INSTALLATION DETAIL NO SCALE EXISTINGAS NOTED ON PLANS ROAD NEW WATER LINE SERVICE SADDLE - DRESSER STYLE 91 FOR DIP STYLE 194 Z 0 M ROAD SHOULDER BACKFILL AS INDICATED 0 w Ia. rD m 1 CONC. BLOCKING (SEE NOTE) WEEP HOLE T0' REMAIN OPEN 5' BEND SERVICE LINE TO CORPORATION METER CONNECTION COCK ro� FOR PVC OR APPROVED EQUAL TRENCH WIDTH PIPE O.D. + 18" FOR PIPES UNDER 33" O.D. NOTE: PIPE O.D. + 24" FOR PIPES OVER 33" O.D. CONCRETE BLOCK1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, CBLOCKING N.13 C.Y. AT ING P.S.I. 45' BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN / MAKING A COMPLETE SERVICE CONNECTION. 2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS) 3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE TYPICAL WATER SERVICE CONNECTION USING TAPPING SADDLE NO SCALE EXISTING STORM SEWER ENCASEMENT AREA TO INCLUDE DUCTILE IRON PIPE ONLY WATER LENGTH OF ENCASEMENT TO BE STORM SEWER PIPE PLUS O.D. PLUS 2'-0" OR AS SHOWN ON PLANS. 12" MIN, ILL1W TYPICAL STORM SEWER CROSSING DETAIL NO SCALE XIST. PAVEMENT PAV T. NOTES: I. PAVEMENT SHALL BE CUT TO TRUE LINE AND REMOVED BEFORE TRENCH IS CUT. 2. STONE AND PAVEMENT TO BE PLACED WITH LEAST INTERFERENCE TO TRAFFIC. 3. STABILIZED AGGREGATE TO BE SECURED FROM AN APPROVED QUARRY. 4. ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE WITH N.C.D.O.T. SPECIFICATIONS. PIPE O.D. PLUS IS: FOR PIPES UNDER 33' O.D. PIPE O.D. PLUS 24' FOR PIPES OVER 33" O.D. TRENCH IN BITUMINOUS SURFACE AREAS / NO SCALE DET-OOB MEETING N.C.D.O.T, SPECIFICATIONS STONE, TYPE B OR C. TO BE TO 100 x MAXIMUM DRY DENSITY NOTES: 1. CONCRETE SHALL BE 3,000 PSI MIN. 2. CONCRETE FOR THRUST BLOCKING SHALL BE KE FAIRLY DRY, THUS MAKING THE CONCRETE WED( SHAPE MORE EASILY FORMED WITH THE WIDEST PART (BLOCKING AREA) AGAINST UNDISTURBED 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLP 4. ALL PIPING AND ACCESSORIES TO BE WRAPPED WITH 10 MIL. POLYETHYLENE PRIOR TO POURIN( BLOCKING. 5. VOLUME OF THRUST BLOCKING SHALL BE AS SH \ON�THE ETTHRUST BLOCKING SCHEDULE. . a " 6" MIN. MIN,1/3 C.Y. AT 3000 P.S.I. PLAN BENDS 18" MIN. - 10" 0 OR LESS 24" MIN. - 12" 0 OR LESS X� HYDRANT TEE PLAN TEES 18� PIPE 90' BEND 46 BEND 221 2BEND 11 4' BEND TEE PLUG SIZE A B A B A B A B A B C D 4" 8" 12" 8" 8" 6" 6" 6" 6" 8" 9" 10" 16" 6" 10" 12" B. 10" 8" 8" 8" 8" 10" 10" 12" 18" B. 15" 13" 10" 10" 8" 8" 8" 8" 10" 12" 12" 24" 10 16 14 10 12 6" 10 6" 10 11 14 14 25 12" 20" 16" 12" 14" 8" 12" 8" 12 14" i6 76 " E30" 14" 22" 1 18" 14` 1 16" 1 10" 14" 10" 14" 16" 18" 18" 34" 16" 26" 20" 16" 18" 12" 16" 12" 16" 18" 20" 20" 36" THRUST BLOCK DETAIL 13 NO SCALE A CAR - �;sL N,y;l'y SEAL 023728 , M. LiJ Ih U S Ih I O LNG F—• N c Z N < m z rn F= J v J N m 0 Of x a 0 r- 0 0 o I_mZ`n N W M. Q z OT a, 0C)<°, I 5 Lu 0 s 0 CL Q Z ' ^ 0 Of —J U Z (n Z W 0 li 0 Ow L- F Q 2 REVISIONS: SCALE: N.T.S. DRAWN BY: CDS DATE: 02/22/07 PROJECT NO. SHEET 5 OF �7 I I I � I lil % V ✓ -- O P0 o r—, II I I / o I f � / Cal M � �� 1 L O I r I ' I I / I / / / � I / — I / I I Il I I I I I �� SCALES: 1" =50' HOR 1" =5' VER - 375 375 370 — 370 ~ =30.15 9 365 D 365 --- -- - UJ 360 Q� } _ 360 N pq 355 o. W 355 $. co (U M _ 350 PW co 350 Ln I W 345 B TE R -lQ W 345 340 AFT 340 335 --__ _— 335 N Ln o u7 Ln Lo cD co (D co co � co �n Ln Ln Ln in LtLn 330 330 1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 •SEAL �i��° 023728 , %sm z_ �o --�N UI P-- z /D O v ' Uo � Q O �Q:� or)N WO`n� ry �ONX ��U� Ucr-z � _jw >aLLJ z� W�QN 6 OF 7 9 �- � 9-9 � 10 101 1 104 I I / - ` � 10 I 1 3 ro O V c O 11.0 O 1 1 1 14 1 3 1 / 1 CALES: 1' �5 'VL� \ \ 1 I 1 =5 — -- E SIR E-1 - 360 360 - - P PE _P - -- C RVE LEN=1 2,000 K=31.2500 -- — K 3U.31ID4 355 CD ni 355 - � -1,00 •, --- - H (`7 > o r,o--- U7 .-• 0� Q U) Q o _ o �--+ �r _ -a a I> - �w - 0 m + h in 350 ` J w > a> o - � +M CO T 350 40 n. w _j w o r h _ -- 1 - j_.— -- - F v WLJW J w W d > J - 345 -r_ - > w o 345 Pl--ST _. > E C E V RVE LEN= 445 00 PI ST ~ - 2+2 ,00 -- - CURVE a LE- N= 0 .0000 _ _ Q ON Ln + m E EV 44,56 K1 39.5 14 09 VP! TA 12 50.99 uUN V) + - - - -- - w Y CURv LEN 150.00 0 340 - .- - o = 340 �---- -- �2 ---- 9.0.00 — era CD p v 3 _ + Q� Q --- -- - r. I CO 335 335 ---- -_ - -_- -- - Qm � � � � -- -_ ZQ o� -_ H w U U) M > w �+ Cu 330 330 W 5 O � °0 ' 325 t ,- 325 -- - - — — -- 320 1 320 ---- —� 315 315 -- - d _'� d d - - 4+00 d d —� _ v7 tf� 0 d 1t d d r7 r'� r� . r� N N IN ,dam 1 +00 0+00 1 +00 2+00 3+00 5+00 6+00 7+00 8+00 9+00 10+00 1 +00 12+00 3+00 14+00 z n Qr n, ., ^ U� W WI W O U) U z U) Li U_ W z uo J O U) P- zD 0U) r--, Uo Q h� O W�� /)`Low QL , ` �ONX nmu< Dcl�z w I I<ry z I I Oo�N 7 OF 7 1 Cokesbury,'� ' 1415 V 1418 1 ¢03 Kipling t Site ti r ik37 VICINITY MAP Not to Scale Lines Surveyed TP Telephone Pedestal — — Lines Not Surveyed MH Manhole ---- Right of Way Lines WM Water Meter EIP/EIS Existing Iron Pipe or Stake Esmt. Easement ECM Existing Concrete Monument R/1I Right -of -Way EPK Existing P.K. Nail C/L Centerline PKS P.K. Nail Set P.C. Plat Cabinet ISS Iron Stake Set D.B. Deed Book CSS Cotton Spindle Set P.B. Plat Book RES Railroad Spike B.M. Book of Maps ELS Existing Lightwood Stake PIN Parcel Identifier PP Power Pole Number OHE Overhead Electric Lines Ac. Acres FH Fire Hydrant Sq. Ft. square feet [ I Street Address CP Computed Point N, C. G.S. North Carolina Geodetic Survey NAD 27 North American Datum of 1927 NAD 83 North American Datum of 1983 NOTES: • Iron Stakes set at all property corners unless noted otherwise. • Areas determined by coordinate method. • All distances/dimensions are Horizontal ground distances unless otherwise indicated. North Carolina Harnett County I, Thomas Lester Stanch, certify that this plat was drawn under my superviaion from an actual survey made under my supervision (deed description recorded in Book See, Page Ref., etc.) (other); that the boundaries not surveyed are clearly indicated as drawn from information found in Book as, Page Shown; that the ratio of precision as calculated is 1:10,000+; that this plat was prepared in accordance with G. S. 47-30 as amended. Witness my original signature, registration number and seal this 12 th day of July A. D., 2005. oQppppppO BBOpaaeo 0o Zi CARO o0 if oo Surveyor o° O •�$SSlO• �000 a '� ;,4� ✓I9 � � oo L-1512 ev / Mapped Only -NOT a Survey Approximate Year ig Flood Limit perer Harnett County GIS 07-13-05 All boundary information taken y o�,o/ from references as listed. No o j survey was performed on this date. J. Hoke Smith Z Patricia M.Burns h c� Deed Book 345, Page 5 m Deed Book 1398, Page 289 Number 2000-108 3 73 4ZMap k°�60 4g �� E 231p0p, ✓Ac. m � 5.153 Permanently m ' co w Note Preserved The Permanent open space will remain Open Space undisturbed and will never be used for residential purposes, therefore this area will not need Health Department approval. ` o FEMA FLOOD HAZARD STATEMENT Lots shown on this plat are not located within the FEMA 100 year 1� Flood Hazard Area as shown on FEMA map No. 37085COOZO D Sj Effective Date: April 16, 1990 sl. Patricia M. Burns Deed Book 1398, Page 289 Map Number 2000-108 Run of Tarkling Branch Course Bearing Distance L-1 N 77'16'11 " W 316.54' L-2 N 77.18'11 " W 190.00, L-3 N 71'40'05" W 247.66' L-4 N 43"5436" W 122.43' L-5 N 87'39 21 " W 174.24' L-6 N 485345" W 64.81' L-7 S 83'44'17" W 164.94' L-6 S 83'44'17" W 110.00' L-9 N 70'14 31 " W T5.63' L-10 N 88'22 32" W 60.00' L-11 N 88"2354" W 61.07' Run Of Pal'klin�. L-10 / M 0 I r° I R oibi 0 „Q •Q' SEAL 1' a Registration Number" ,�Qt\, 07 [ Q 6 / A Qron'rG 0. L-1512 0 1 hereby certify that this aurvey createa / } h' A / • Q: • a subdivision of land within the area of ~ 4 a o: o Harnett rr, NC, wbch has an urdnaaae Certificate of Approval for Recording 0�0 •`•.; SUR o tl'at tea p°''cel 1 I hereby certify that this record plat complies with ev 000as •• rp��o°° t the Subdivision Regulations of Harnett County, 0000n o oouo opp0oo Thomas Lester stand, P.L.S. North Carolina; and that this plat has been approved for recording in the Register of Deeds in Harnett County. State of North Carolina County of Harnett I, , Review Officer of Harnett County, certify that the map or plat to which this certification is affixed meets all statutory requirements for recording. Review Officer Date HARNETT COUNTY, N.C. FILED DATE TIME MAP NUMBER REGISTER OF DEEDS KIMBERLY S. HARGROVE Register Of Deeds Date Planning Director by 'S Vro ISM .fi / C1 Vro �' i 4�, ro b° 44 m Q Qtiro tiro Certificate of Ownership and Dedication I (we) hereby certify that I am (we are) the owner(s) or agent of the property shown and described hereon, which is located in the subdivision jurisdiction of Harnett County, North Carolina and that I (we) hereby adopt this plan of subdivision with my (our) free consent and establish minimum building setback lines as noted. I further certify that I (we) have not been involved as an owner, leaser, option holder or had any legal or equitable interest in any property adjacent to or located directly across a street, easement, road or right-of-way from the property shown and described hereon. Date RECORDED IN HARNETT COUNTY, MAP NUMBER 2005 — Owner or Agent Revisions: 100 0 200 Horizontal Scale 60.661 '/Ac. t Original — 5.153 VAc. 55.526-lAc. Resdival Branch IS _ the Property '� line 1Q L 2 / ��b ob 4� (is °° w omo / OQbi�Q / b -A s fro ti MINOR SUBDIVISION PERMANENT OPEN SPACE PHASE THREE FOREST TRAILS SUBDIVISION MAPPED FOR AND OWNED BY: A and D Properties 6212 Rawls Church Rd Fuquay—Varina, NC 27526 919-552-4158 TOWNSHIP: HECTOR'S CREEK I COUNTY: HARNETT STATE: NORTH CAROLINA ZONE: RA-30 PARCEL NUMBER. 0642-46-2774.000 James P. Senter Deed Book 1006, Page 20 James P. Senter Deed Book 1006, Page 24 Note Property shown hereon is located in Watershed District IV, Protected. Reference Deed Book 787, Page 483 Plat Cabinet "C", Slide 80—A Map Number 2000-109 Map Number 2001-649 Others as Shown I STANCIL & ASSO CIA TES, Professional Land Surveyor, P.A. 98 East Depot Street, P. O. Box 730, Angier, N.C. 27501 Phone: 919-639-2133 Fax: 919-639-2602 DATE: 07-12-05 SURVEYED BY: --- FIELD BOOK SCALE: I" = 200' DRAWN BY: PAN DRAWING FILE NO. CHECKED & CLOSURE BY: JV LHHC-954 II ' - ... . ; I ,_ ! I � � ! '' \ \1 1 II __-i - --� i / /� � � � -�� f �_/�' % / , •, ,, .= � i / / it III I ; , / � `I I ,...... ` I�. I '.. i SITE i \ 0�ti � ooaoeuoaooA. , �iV�tI7d �a f�k �omrsht� Co umtY H -�irC 5S &ree Chalybeato T�Y�z�-ViLA� W SURVEYOR, R.A.Springs 4 3PROFESSIONALITI I ��fio 98 Depot Street, P.O.R4x 730,Angier N.C. 27501 �-�� ,� Ao.� 10 \2p� 14os 000 a .,,.ux . ��000 (919)-,639-2133 (919 �39-2602 (FAX) A Gmtpwc, sus, Marie A. �Pollins i o0o s Lester ��.� Kipling/ ',,Deed Book 1200. age 659 \.. �`.., �.A V _. i per - - ' MAP ' 4 � ��D� VICINITY MeI" I •I ; I � � ' � ,; ` � � I � 1! � --�i � % �, �. _ a� s� Church oad! NO Scale 0.463 Ac. 0.462 9c. \ o l- --r = / \ / % Fu ua rina, / -___ . / - � \ / 162�2 9T � 552-�41'S8 ! ! � l 1 Larry Y. �steri � I � C �75�26 /i i � I I i ' �' /I i' \ \,\ e d ` \ oIT 1�42yPage J' B r m i1.462 Ac. � .., u 10 � 15 A I 0.461 Ac. �.461 Ac. b O 0.713 Am 0.462 Ac. Fi:462 Ac. I I O.i] Ac. 0.461 Ac. C O I I '/ 0.4 Ac• 0.461 Ac. 0.467�Ae! 20 II"" 0.497 Ac. f / i I y 3 0.525 Ac. 0.46E Ac 23 25 8 I A _ _ 111 �� 0.46Y Ao. / ,.,,� ( _ �_�/ /' 0_46Y.fc. 0.461_Aer 0.4B1 k._ 0.46E Ac. A _ - _ -- j ;0. 4 Ac. 0.4�8',Ac. 0.468 Ac. 50' R/ (Pubuic Dedicated �----A /// 1 28 �� 0.470 Ac. �C I - ' �/ C' to r� cgs ook irc� h / .� y 9b o n - �_� 1e p / pe y a LU1191 /p,4g90468 Ac0.48 .9¢. - nEsm't ��\- , i 0.478 Ac. N DetaC/L Intersection of - ---- I l �, \ O Ac._ 72 71 _ / w o Cotton Spike Set �_ ° 081 -- - i 'I 'p:461-A� i // �� _ � A � � � �� ' I30 � Elev. = 371.59 � 88 �, 82 q o.s25 Ac. v "�. 0, 72B Ac. I -_ _4S1 Ac_- U y... I y 0.462Ac. .�, / Sign ' 0.6_4 -See DetailT�z 545�Yc. I - I D.482 Ac. � I0.835 Ac. 32 - 0.4866 Ac. /8951 Ac. �� Gi 0.548 Ac. 75 o Pc �_ •.� -c II I �'•. 0.802 Ac. � L 113 Ac. Xx1i� • 1 I - s o 0.540 Ac. ka n /� 67 _ �A��ommase �lz e� _✓ Larry W. Ausley V - ��Cbmm<rns Arm �� _ _�� \ County Map Nu ber 2001 -823 I \ �`�`� - - - - -� _� -� A �•' Ng,� P, SE � 78�9-.Ac 0.599 Ac. �� _� 3 � � '� 3'7• �� 38 _ _0.462Ac. 0.462-�. 0.473 Act .41 I 0.468�Ac. 42 I �0.462 Ac. _ 0.461 Ac. 0.461 AAV - . 4 /A - I�- / 9.49A 1�122'A�. ! ' I \ Rock I y Point Court \ � , ,� ' ; - � � I I � 62 50' liw (Pablic Dedlrgted) � �� '`� ' � � �� " i�� I � � � � �! �""�n � I i / 0.462 Ac. ,- - _ I l �( �- l to A �� tz- ,� - A I V �� I I �V / 4� I f 0. a Salvatore R. Mercogli�no 0.56� i Deed Book 1596, Page 644 �9 58 57 ��\Cis 1 County Map Number 200123 I! �61-0.4610 Ae� 0.46 �Y� 55 54 b3 ' _ i VV 0751 Ac. 0.47i7 16-1-Ace 52 61 50 I ¢ ! O O o ii .481. Ac, _ , /�6�c' 0.461 Ac. 0.461 Ac. ' 49 48 J 0.461 ' c.'\ , l i � �� 0.461 Ac. 0.461 �Ac. � I 0.'4B1' Ap. Q.461. Acil � �-FY-Q � �- i i S 7"534B S 38' itd.4611 Ac.,! I IOfS!49 _ '160 (Tota i /� 1� I Pf � Pi TWO r S0 OO' �73:.i3` I / / -THEE'L' ;112. B' \ �,L�1i 112.5B� 110 ` '.� �i1TJ'- �w �� Ez 1\W ` 134/5 / �PIIA IE9 o 0.483 Ac. .495 o h 12 \ . �o. ",� a ; i „� � • / % i I / li rr i As. 91 V _ Jos*ph,If. R vels `, 20.187, AC. TOTAL PHASE 3 Deed ok 11413, %Oe 95 / County 1'ap Numbe 01- 15.034 AC. HIT�•9G. ODO) 0.803 A�OMMONSREAR�'RVED ,0 HIS SITE =5.153-Ac. CDYmONARE-A�&SERVED OxSEPARATE TRACT (NC�I�N 0642- 4/6 2774.000) v 23-LOTS�-PHA E v '204 87 'AC,,-- TOTAL CHASE 3� x11. 99 %/ ALLOWED IMPkROVIOUS �.420 Ae.: ALLOWABL_E IMPERVIOUS SURFACE FOR ENTIRE PHASE - -T�TA�- �\ BLE IMPERVI,OI S 105, 415 ,�'Q �F'T. L 0�'A /J� � - 36% 0 4 •' S . %FTC-IMP-L EVr6 USA, N PROPOSED `RO 'A YS !I 1 I If q\ on 0 �G a �3a2136I.L1C�'!TSS� •`/-VS-FOR �. LOTS 11, 09,371 %SQ bT: IMP.Tl A I J vFT. ALLO WI wBLEMERIIO S PER LOT� Il_PHASE THREE I � � , I � xoffa� ar7ll■ �- �V�� V� - -- The mean igl1 �W t�r�Irrbe 1s'loc Le �; Within -# --th-e- ' veke at>ve Huff his' hne ; was not Dee-B-o19. 1� ��9/shown for clarity deli o.�� a �a 1 rnlatiion � $HC= 4�7��PHASE3.DWG �\ Rawls ' 1a18 Cokesbury 1415 ti 0 " a B 1 ¢03 Kipling Site1k a r ,A µ 1Q37 VK'INIl'1' MAP Not to Scale LEGEND: Lines Surveyed TP Telephone Pedestal — — Lines Not Surveyed MH Manhole ---- Right of Way Lines WH Water Meter EIP/EIS Existing Iron Pipe or Stake Earn t. Easement ECM Existing Concrete Monument R/W Right -of -Way EPK Existing P.K Nail C/L Centerline PAS P.K. Nail Set P.C. Plat Cabinet ISS Iron Stake Set D.B. Deed Book CSS Cotton Spindle Set P.B. Plat Book RRS Railroad Spike HAL Book of Maps F,IS Existing Lightwood Stake PIN Parcel Identifier PP Power Pole Number OHE Overhead Electric Lines Ac. Acres III Fire Hydrant Sq. Ft. square feet [ ] Street Address CP Computed Point NC.G.S. North Carolina Geodetic Survey NAD 27 North American Datum of 1927 NAD 83 North American Datum of 1983 NOTES: • Iron Stakes set at all property corners unless noted otherwise. • Areas determined by coordinate method. • All distances/dimensions are Horizontal ground distances unless otherwise indicated. North Carolina Harnett County " L Thomas Lester Stancil, certify that this plat was drawn under my supervision from an actual survey made under my supervision (deed description recorded in Book See, Page Ref, ele.) (olherJ; that the boundaries not surveyed are clearly indicated as drawn from information found in Book as, Page Shown; that the ratio of precision as calculated is 1:10,000+; that this plat was prepared in accordance with G. S. 47-30 as amended. Witness my original signature, registration Number and seal this 12 th day of July A. D., 2005. 0p0oaneeooea000 ----._Approximate Mapped OnlyNOT PP a Survey y ate 100 Year y ` Flood Limit per Harnett County GIS 07-13-05 All boundary information taken ,! from references as listed. No O � survey was performed on this date. O O ns w Z Patricia Burns h J. Hoke Smith Deed Book 345, Page 5 � Deed Book 1398, Page 289 � 9 Atop Number 2000-108 `r 93441`7B 4 �°��60 Z 1l fof000' .- ' U 4 710,V t .? SAI_F4 O O w 5.153 Ac. 11 Permanently m a w Note Preserved The Permanent open space will remain Open Space undisturbed and will never be used for residential purposes, therefore this area will not need Health Department approval, 'o FEMA FLOOD HAZARD STATEMENT Lots shown on this plat are not located within the FEMA 100 year 1� Flood Hazard Area as shown on '< 2 FEMA map No. 37085CO020 D �sy� Effective Date: April 16, 1990 s.�. Patricia M. Burns Deed Book 1398, Page 289 Map Number 2000-108 60.681 /Ac. t Original 5.153 "Ac. 55.528/Ac. Resdival W .M O M Run 6r$ne :6 h is L-10 / L-5 � / 1.7 14 �� 13 / / 11 the Al•operty 4 / 0CARO Ile M o 0 0 / o 'ITe 000 4� if o0o Surveyor / pl .Q �O 0 O / / O 0° o .�prt 0-�•,•.y o L-1512 Qj 0 ti C' 4 SEAL d ; t Registration Number" I a' i / .� 'aba .b & 4J / Qt e • L-1512 i e / herehy cerafy n,et this avrvey crea tea t; G rG O Obi j rr V a aabdlYtfilpn of land within ttla area of Certificate of Approval for Recording ,' t�. I .�Cbj aV / ~• trj •V• ~•0y V, / 1• �)• e • / �� •b° / c � .A •: U" Harnett ty, NC, which hea en ordinance ti � • �y '•� 000 .••SUgV�;: �.qoo roar re area parcel r l t / [hereby certify that this record plat complies with �. o° v C� °Qj 0000 ay, •••"•• �j o000 _ the Subdivision Regulations of Harnett County, �ttr� ;pq I ,Y �° pfi / •$Q q / (•��o .q oOpa Lestelc Thomas Lester Stancil, RLs. North Carolina; and that this plat has been approved b O° f`! b m RW .o�, (� ooanoea®� for recording in the Register of Deeds in Harnett County. ai w / y V b C / ob V / f1 b T v / State of North Carolina County of Harnett I, , Review Officer of Harnett County, certify that the map or plat to which this certification is affixed meets all statutory requirements for recording. Review Officer HARNETT COUNTY, N.C. FILED DATE TIME MAP NUMBER REGISTER OF DEEDS KIMBE'RLY S. HARGROVE By., Register Of Deeds Date Run of Tarkling Branch Course Bearing Distance L-I N 77'18'11 " W 316.54' L-2 N 77"117'11" W 190.00, L-3 L-4 N 71"40'05" W N 43"5436" W _24_7._86_' 122.43 L-5 N 87"39 21 "W 174.24' L-6 N 48"5345" W 64.01' L-7 S 83"44'17" W 164.94' L-B S 83"44'17" W 110.00' L-9 N 70"14'31 " W 181.63' L-10 N 88"22'32" W 60.00, L-11 N 88"2354" W 61.07' qqej / Q �q 4 � Date Planning Director 4' W Certificate of Ownership and Dedication I (we) hereby certify that I am (we are) the owner(s) or agent of the property shown and described hereon, which is located in the subdivision Jurisdiction of Harnett County, North Carolina and that I (we) hereby adopt this plan of subdivision with my (our) free consent and establish minimum building setback lines as noted. I further certify that I (we) have not been involved as an owner, leaser, option holder or had any legal or equitable interest in any property adjacent to or located directly across a street, easement, road or right-of-way from the property shown and described hereon. Date RECORDED IN HARNETT COUNTY, AIAP NUMBER 2005 — Owner or Agent Revisions: 100 0 2J0 Horizontal Scale line James P. Senter Deed Book 1006, Page 20 James P. Senter Deed Book 1006, Page 24 Note Property shown hereon is located in Watershed District IV, Protected. FA �y 14 MINOR SUBDIVISION Reference PERMANENT OPEN SPACE Deed Book 787, Page 483 Plat Cabinet "C", Slide 80-A PHASE THREE Map Number 200-9 Map Number 2001-64649 FOREST TRAILS SUBDIVISION Others as Shown J MAPPED FOR AND OWNED BY. STANCIL & ASSO CIA TES, A and D Properties Professional Land Surveyor, P.A. 6212 Rawls Church Rd Fuquay-Varina, NC 27526 919-552-4158 98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501 PhOnc; 912-639-2133 Fax: 919-639—Z602 TOWNSHIP: HECTOR'S CREEK COUNTY. • HARNETT DATE: 07-12-04 SURVEYED BY: --- FIELD BOOK � STATE: NORTH CAROLINA SCALE: 1 " = 200' DRAWN BY: PAN DRAWING FILE NO. ZONE. RA-30 PARCEL NUMBER: 0642-46-2774.000 CHECKED & CLOSURE BY. l LHIIC-954 SEEDBED PREPARA TION CONSTRUCTION SEQUENCE 1.) Chisel compacted areas and spread topsoil 3 inches deep over L Obtain grading permit. adverse soil conditions, if available. 2.) Rip the entirN area to 6 inches depth. ?. Install gravel entrance, temporary diversions, silt fencing, sediment basins or other measures as shown on the 3.) Remove all loose rock, roots, and other obstructions leaving approved plan. Clear only as necessary to install these surface reasonably smooth and uniform. devices. 4.) Apply lime, fertilizer, and superphosphate uniformly 3. Call 910-466-1541 for Conservation Inspector/Enviromental ixagriculturalwith sot and mix with soil (see below*). Engineer for an onsite inspection. If approved begin clearing g P PP g and grubing. 5.) Continue tillage until a well -pulverized, firm, reasonably uniform seedbed is prepared 4 to 6 inches deep. 1. Maintain devices as needed. Rough grade site. 6.) Seed on a freshly prepared seedbed and cover seed lightly with 5. Install storm sewer (if shown) and protect inlets with seeding equipment or cultipack after seeding. silt fencing, sediment traps or other approved measures as shown on the plan. Begin building construction. 7.) Mulch immediately after seeding and anchor mulch. 5. Stabilize site as areas are brought up to finish grade 8.) Inspect all seeded areas and make necessary repairs or reseeding., with vegetation, paving, etc. within the planting season, if possible. If stand should be over 60Z damaged, reestablish following original lime, fertilizer and seeding rates. '. When construction is complete and all areas are stabilized completely, call for inspection by Conservation 9.) Consult Conservation Inspector on maintenance treatment and Inspector/Environmental Engineer. fertilization after permanent cover is established. 9. If site is approved, remove temporary diversions, silt ' Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils) fencing, sediment basins, etc., and seed out or pave any Fertilizer - 1,000 lbs./arse - 10-10-10 bare areas. Superphosphate - 500 lbs./acre - 207 analysis Mulch - 2 tons/acre - small grain straw Anchor - Asphalt Emulsion 0 300 gals./acre EROSION CONTROL NOTES: SEEDINGSCHEDULE 1. All Land disturbing activities shall be conducted in accordance with the appropriate County's Standards. Shoulders, Side Ditches, Slopes (MAX. 3:1) 2. The disturbed area is shown on face of plans. 3. All temporary erosion control measures shall be maintained Date Type Planting Rate in proper working condition during the period of construction. Aug 15-.Nov 1 Tall Fescue 300 lbs./acre 5' Nov 1-Mar 1 Tall Fescue 300 lbs./acre & Abruzzi Rye 25 lbs./acre Mar 1-Apr 15 Tall Fescue 300 lbs./acre Apr 15-June 30 Hulled Common Bermudagrass 25 lbs./acre Jul 1-Aug 15 Tall Fescue and 120 lbs./acre *'* Browntop Millet 35 lbs./acre *** or Sorghum -Sudan Hybrids 30 lbs./acre Slopes e3:1 to 2:1) Mar I -June 1 Sericea Lespedeza (scarified) 50 lbs./acre (Mar 1-Apr 15) Add Tall Fescue 300 lbs./acre (Mar I -June 30) or Add Weeping Lovegrass 10 lbs./acre (Mar 1-June 30) or Add Hulled Common Bermudagrass 25 lbs./acre June 1-Sep 1 "** Tall Fescue and 300 lbs./acre *"* Browntop .Millet 35 lbs./acre **• or Sorghum -Sudan Hybrids 30 lbs./acre Sep I -Mar 1 Sericea Lespedeza (unhulled-unsearified)70 lbs./acre and Tall Fescue 300 lbs./acre (Nov 1-Mar 1) Add Abruzzi Rye 25 lbs./acre Consult Conservation Engineer or Soil Conservation Services for additional information concerning other alternatives for vegetation of denuded areas. The above vegetation rates are those which do well under local conditions; other seeding rates combinations are possible. For a lawn quality turf, double or triple rates. ***Temporary - Reseed according to optimum season for desired permanent vegetation Do not allow temporary cover to grow over 12" in height before mowing, otherwise fescue may be shaded out. Variable 6'-0„ Pavement width Shoulder 6'-�" - ° Driveway Turnout Grades 1 I width Q Curb & Gutter .Section x2�j'/ 5 114" er 'p FT. -2.08% t 16 0% C Face of Curb g.0% +1 009 `� +13.67 +2.509 -4.00% Shoulder Section `09 3'-0" I3'-0" 5•_6„ Driveway Turnout Grades NETS AND MATS NETS ALONE GENERALLY PROVIDE LITTLE MOISTURE CONSERVATION BENEFITS AND ONLY LIMITED EROSION PROTECTION. THEREFORE, THEY ARE USUALLY USED IN CONJUNCTION WITH AN ORGANIC MULCH SUCH AS STRAW EXCEPT WHEN WOOD FIBER SLURRY IS USED, NETTING SHOULD ALWAYS BE INSTALLED OVER THE MULCH. WOOD FIVER MAY BE SPRAYED ON TOP OF AN INSTALLED NET. MATS, INCLUDING 'EXCELSIOR" (WOOD FIBER) BLANKETS, ARE CONSIDERED PROTECT11'E MULCHES AND ,MAY BE USED ALONE, ON ERODIBLE SOILS", AND DURING ALL TIMES OF THE YEAR. PLACE THE MATTING IN FIRM CONTACT WITH THE SOIL AND STAPLE SECURELY. INSTALLATION OF NETTING AND MATTING PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ANY MAT OR BLANKET -TYPE PRODUCT USED AS A PROTECTIVE MULCH SHOULD PROVIDE COVER OF AT LEAST 30Z OF THE SURFACE WHERE IT IS APPLIED. INSTALLATION IS ILLUSTRATED TO RIGHT. 1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT IF OPEN -WEAVE NETTING IS USED, LIME MAY BE INCORPORATED BEFORE INSTALLING THE NET AND FERTILIZER AND SEED SPRAYED ON AFTERWARD. 2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES - DO NOT STRETCH. 3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY AS SHOWN IN DETAIL. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END EVERY 3 FT. AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE STAPLED DOWN THE CENTER, EVERY 3 FT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. 4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP THE END OF THE PREVIOUS ROLL 16 INCHES, AS SHOWN IN DETAIL, AND STAPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT. MAINTENANCE INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION, OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. RIPRAP DITCH LINING DETAIL NTS Ji?n`0ic.� 1800 Cu ft/acre Cross Section Filter STONE SILT CHECK DAM SILT FENCE STEP 1 STEP 2 DRIVE STEEL POSTS 18" INTO GROUND AND EXCAVATE ATTACH WIRE FENCE TO POSTS AND EXTEND TT1E 1 'till Pavement A 67x 6" TRENCH UPHILL ALONG THE LINE OF POSTS. BOTTOM OF THE FENCE 6" INTO THE EXCAVATED WOOD POSTS 4" IN DIAMETER MAY BE USED. TRENCH. Roadside Ditch Class I Rip -Rap with No. 5'��\\�;��'\\��Note: I Washed Stone on the Upstream Face (See Side View) Where Ditch does not Allow a 2' Weir Section, a Parabolic Swale shall be Constructed with Class I Rip -Rap a' SECTION ACROSS DITCH STEP 3 s STEP 4 ATTACH THE FILTER FABRIC TO THE WIRE FENCE BACKFILL 771E TRENCH AND COMPACT THE SOIL FIRMLY SECTION THRU DITCH &FILTER AND EXTEND THE BOTTOM OF THE FABRIC 6" TO ANCHOR THE BOTTOM OF THE SILT .7EXCE SO THAT INTO THE TRENCH. RUNOFF IS FORCED TO GO THROUGH THE FENCE a AND CANNOT GO UNDER IT. l , 2, tl�I't�Ll Carry Rip -Rap a h7ilti. Min. Side of Spillway 1' MY Flower ,J 1 Class I Rip -Rap' 1' Varies With Dept fi • of Ditch Notes: 1. The ditch shall be cleared out whenever the sediment reaches 112 the total depth of the ditch. 2. Class B rip -rap may be used to construct stone silt check dam. MAX. 10' BETWEEN POSTS TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 1.5' ft 5' IMax. Overfill 6" !�\X" for settlement i 2•I side Emergency 7upe m by-pass Natural 6" below side Ground settled t0 p e Max of dam TEMPORARY SILT BASIN NO SCALE A: Bury the top end of the jute strip.., in a trench 4 inches or more in B: Tamp the trench full of soil. Secure with row of staples, 10 inch " » Z� spacing, 4 inches down from `f `✓W W 03 the trench. r WW C. Overlap --Bury upper end of lower strip as in A' and 'B'. Overlap end-' of top strip 4 inches and staple. Y' ,E. Overflow D. Erosion stop --Fold of jute buried -y'l ......... " \� in slit trench and tamped, -_ double row of staples. ..--_T�-_-= _ Piece staples „. _?_ 1 112 to 6 feet apart ............- as required to keep the jute firmly pressed into the soil. TYPICAL STAPLE f8 Gauge Wire T :.::�to" -11-ill Ir- i-Ii--III�_IL=1i1��' 1�/f `- F. Press ends of jute 4 inches into the soil around structures and staple securely. 4' Liner should be installed using two 4 ft. widths with a I ft. overlap. This would give a ft. total liner width which would be centered in the ditchline. Direction of Flow t 4' DETAIL FOR STABILIZING CHANNELS WITH JUTE THATCHING NO SCALE - 0 " Min 2'-0" Min Top Width 18" Berm TEMPORARY DIVERSION SWALE DETAIL NO SCALE 2,1 Varies with Depth of Ditch SECTION " NOTE Bottom of filter fabric must be placed in trench and secured by either backfilling STEEL POSTS with soil material and tamping or br, EIGHT? placing washed stone to a -height of MAXI WIRE FENCE HOG WIRE" 6 above ground level. 3' FILTER FABRIC MIN. 2' -BOTTOM OF WIRE FENCE AND ;i FILTER FABRIC BURIED 6" '�'I IN EXCAVATED TRENCH. STEEL POSTS DRIVEN 18" INTO GROUND. Do' Right -of -Way 8' 1 20' 6' 1 6' Shoulder Pavement Shoulder Ditch 1" Per Ft. 1/4" Per Ft. 1" Per Ft. RESIDENTIAL COLLECTOR ROAD NOT TO SCALE • SUBJECT TO STANDARDS OU77JNED ON PAGE 22-23 OF THE NC SUBDIVISION ROADS M ArLVUM CONSTRUCTION STANDARDS. *2" SF-9.5 A Superpave Asphalt Mix 9" STBC, 7ype A or C 1-112" SF-9.5 A Superpave Asphalt Mix 8" ABC, Type B C/L 35' Pavement Radius 6' S' 4' R11F I Slope as Req'd. 1 %Ft. 31 :2:1 2" SF-9.5 A Superpave Asphalt Mix # 1-1/2" SF-9.5 A Superpave Asphalt Mix 9" STBC, Type A or C 8" ABC, Type B *Subject to standards outlined on page 22-23 of the N.C. Subdivisions Roads Minimum Construction Standards. TYPICAL CUL-DE-SAC CROSS-SECTION 2 ft Min. 1. NCDOT #5 or #57 washed stone shall be used. Pad to be 501 x 20'W x 6"D at a minimum. 2. Turning radius sufficient to accommodate large trucks is to be provided. 3. Entrance(s) should be located to provide for maximum utility by all construction vehicles. 4. Must be maintained in a condition which will prevent tracking or direct flow of mud onto streets. Periodic top dressing with stone will be necessary, keep some handy. 5. Any material which still makes it onto the road must be cleaned up immediately. way Road I, ,/� 6" Minimum Thickness NCDOT #5 OR Washed Stone Notes: Applicable at all points of ingress & egress until site is stabilized. Frequent checks of the device and timely maintenance must be provided. VELOCITY DISSIPATION NOTES: 7 1. Apron lining may be rip -rap, W grouted rip -rap, or concrete. 2. La is the length of the rip -rap apron. PLAN 3. d= (see fes data section above) 4. Dimensions are as specified - La� on the plans. 5. A filter blanket or filter fabric 1-iiei d q�0IWO should be installed between i_Ii II J the rip -rap and soil foundation. r(� (/O SECTION A -A \1- FILTER BLANKET (USE #57 STONE �BJErDDING OR GEOTEXTILE PIPE OUTLET TO A FLAT ARB'ADEPIINER) WITH VO DEFINED CHANNEL Is o00 0 O � oho W =Ilo KJ Ulll...JJJ PLAN ° SECTION A -A FILTER BLANKET (USE r57 STONE BEDDING OR GEOTEXTILE UNDERLINER) PIPE OUTLET TO A WELL DEFINED CHANNEL Extend Rock Abutments 12" Min. above Extend Rock Abutments 5' above downstream face 2' Min. above dam crest Min. 1.0 Min. 2.0' Min. I2" .-fin. NCDOT #57 Washed Stone q `,W k Extend Rock Apron ti cross downstream toe 1800 cu ft/acre 7,i a 'Filter Fabric `�1:1 Side Slope ,�-Keyway Cross Section Extend Rock Abutments 72' Min. above dam crest N Overfill 6" Rock Dam Weir for settlement Length 12' .Min. 8 ft 2.1 Side Emergency .1fax. `f Slope Max by-pass height Keyway Trench -de 6" below Filter s ft 1:1 Si settled top Fabric Min Slope Max of dam Rock Dam Section Rock Dam Sediment Trap NO SCALE �CAROl°O°°o oo�o`.. oFEsslo.°fti 4 SEAL L-2646 q'o SU1t" �-.,v: ��i 'goo J • ° 1, o00 "/ • f .ice"" - \ DETAIL\ H-RIBBON. dwg 339 Sheet 4