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Home My WebLink AboutSW6110702_APPROVED PLANS_20110914STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW <(1�C (% DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYM M DD I a is \Oproved 8tonnwats►Permit Documents ion in accorde" With these documents IV e '�i v�. orn*gWperr , '�orthCarolina i,.t f r,u,rc i Ae ebrmweh , ,;stem designer Ins :tu -•ons Vctbn; ce-i,.onfc:mity with ihs plans ;.nd gets; and certify cmnp!iance with the st.9rnmafc rules. (15ANCAC 21i . i008 (j) ) Permit N Su4u 0704 _ Date 9 1F u by $CL NC Division of Watdr CXWVNy 3hcet#__,_ Revision Date-----. i EROSION CONTROL AND IM DRAWING INDEX COVER SHEET C-1 EXISTING CONDITIONS ..rr •� eeuor a.er. � .,.a. .aww�ta. oao C-2 OVERALL LOT LAYOUT PLAN 1110101 � Meet C-3 OVERALL GRADING AND DRAINAGE PLAN — 1 N NN am � C-4 OVERALL GRADING AND DRAINAGE PLAN — 2 w� C-5 OVERALL EROSION CONTROL PLAN — 1 '" � � "`" � � �e "" � � C-6 OVERALL EROSION CONTROL PLAN — 2 �. C-7 WET DETENTION POND PLAN WiIZ 'Seven0 MULACM C-8 WET DETENTION POND SECTION THRU POND Melee 00e11011 D-1 SITE DETAILS COUNTY D-2 DRAINAGE DETAILS WHOM a D-3 EROSION CONTROL DETAILS ° D-4 EROSION CONTROL DETAILS VICIMTY MAP D-5 EROSION CONTROL DETAILS rrTs__-j D-6 WET DETENTION POND DETAILS Sl' FT. BRAGG RESERVATION ViCDGW MAP SCALE : 1"=2000' `,;�1k 12975 �aHGINE�Q� L-1 WET DETENTION POND LANDSCAPING PLAN DA-1 WETPOND DRAINAGE AREA MAP DA-2 WETPOND IMPERVIOUS AREA MAP DA-3 STORM DRAINAGE AREA MAP DA-4 DIVERSION SWALE AREA MAP SURVEYOR: HOBBS, UPCHURCH & ASSOC., P.A. ADDRESS: P.O. BOX 1737 SOUTHERN PINES, NC 28388 CONTACT: J. GARY CULP PHONE: (910) 692-5616 FAX: (910) 692-7342 OWNER/DEVELOPER: THOMAS FAMILY BUSINESS ADDRESS: 605 S. REILLY ROAD FAYETTEVILLE, NC 28314 CONTACT: CARROLL THOMAS PHONE: (910) 864-0864 CELL: (910) 476-6000 FAX: (910) 484-6800 Hobbs Upchurch Associates engineering I planning I surveying 300 SW Broad Street License Number: C-0454 Southern Pines Office j Southern Pines, North Carolina 28387 P: (910) 692-5616 1 F: (910) 692-7342 www.hobbsupchurch.com LOT 102 %\ 78 / l I I r _ INDEP COLONIAL CHARTERS / 77 / l J 1 T N�NCE_OR• SECTION 3 \ / 76 jo ) ~I - COLONIAL PC 2 SL 37 MAP 007 / 75 ) '1 J ) J I CHARTERS t 74 1 I SECTION 2 '1 �1 PC SL 26 MAP 002 73 h �'0 ! ! J ) I I 1 1 1 103 72 1 1 / 1 1 1 COLONIAL CHARTERS, ^ 71 1 1 1 1 1 I 1 1 PC 2 SL 15 MAP 005 — — — — — — ,� r°J - �_w`_ I 70 169 1 1 J 1 1 1 1 1 68 ! 1 I 1 1 1 1 /�� 67 1 I 1 104 - �zwi``i 1 J 23 1 22 1 1 1 21 1 v , 20 19 - r 105 1I �—_ — —w — 12W/ 10641 ' h a occ /« 107 '. 1 xz / 0 N 108 to \ \ ,.. \ ` —•- -___ -\ � �. "� \ \ �; 109 274 .. It 110 fv �XREET 111 I ----z]o 1)0 % �/ i `_- -- ff \ va l \ \ (- ------�+�-- -- .%/ % l r EIS LL 61OEOBst!! N=469,158.7729\ �0 0� 7 0 E=1,965,538.2349N qc�G,• COUNTY OF HOKE DS 304 PG 712 494660001219 �q� ZONE I ?0 \ 113-- ' EIP WILLIAM C. WILLIS D8 155 PG 25 494660001020 ZONED RMF TYRONE F. WILLIAMS DB 344 PG 400 1 494660001214 ZONED RMF DB 739 PG 79 DB 333 PG 432 1 30' INGRESS AND EGRESS EASEMENT - f a 66 "CONTROL CORNER" N=468,962.9797' E=1,964,451.6519' PP 6P6S'ED WELL 1 SITE #3 68,293SF f 1.57AC.RES L11 HOLLINSHED PROPERTIES, LLC D.B. 713 PG. 269 494660001085 — ZONED RMF COUNTRY CLUB MOBILE HOME PARK DB 288 PG 769 MAP 005 SL 2-28 494660001066 ZONE RA-20 COUNTY OF HOKE DB 391 PG 330 LEGEND EXISTING DESCRIPTION NEW -0� TEMPORARY BENCH MARK O EXISTING IRON ROD RIGHT—OF—WAY PROPERTY LINE _ ROADWAY _ _242— _ 1' CONTOURS 242-- - —250— — 5' CONTOURS 250--- CONCRETE SIDEWALK STORM DRAIN PIPE ❑ STORM DRAIN INLET — —ss— — SANITARY SEWER LINE Os SANITARY SEWER MANHOLE a1 SANITARY SEWER CLEANOUT • W WATER LINE------------- �— FIRE HYDRANT — GATE VALVE 5' LOT UTILITY EASEMENT — — — — — - — — — UTILITY/DRAINAGE EASEMENT — — LIMITS OF CONSTRUCTION/ — — — DISTURBANCE TEMPORARY CONSTRUCTION ENTRANCE TEMP. SEDIMENT BASIN I I 1 WITH BAFFLES TEMPORARY SILT FENCE —SF SF — TEMPORARY DIVERSION SWALE TEMPORARY INLET PROTECTION r%, LI— RIPRAP VELOCITY DISSIPATOR C1 FIELD 1 B/ SCALE: 1" = 100' 100' 0 50' 100' 200' CALL BEFORE YOU DIGI AM Dig;Safely. SYM. NAF 1-800-632-4949 NORTH CAROLINA ONE -CALL CENTER SURVEY NOTE: REVISIONS DATE I BY BOUNDARY INFORMATION FROM A MAP PREPARED BY HOBBS, UPCHURCH & ASSOC. P.A. SOUTHERN PINES, NORTH CAROLINA DATED SEPTEMBER 2010. TOPOGRAPHIC INFORMATION FROM SURVEY BY HOBBS, UPCHURCH & ASSOC. P.A. SOUTHERN PINES, NORTH CAROLINA DATED NOVEMBER 2010. OWNER: THOMAS FAMILY BUSINESS McLAUCHLIN TOWNSHIP HOKE COUNTY, NORTH CAROLINA DEED INFORMATION: OWNER: THOMAS FAMILY BUSINESS DEED BOOK 918, PAGE 680 DEED BOOK 918, PAGE 334 DEED BOOK 918, PAGE 167 STREAM CLASSIFICATION: NAME OF STREAM CURR. CLASS. BASIN PUPPY CREEK C CAPE FEAR STEWARTS CREEK C CAPE FEAR SOILS INFORMATION: SOILS LOCATED ON PROJECT AREA CoB AND Wa6 I• 0 Q z LL- s (n C ata�QN 4-1 m"N IL Q C E °D N ='� o N A izmt Qa�C- a C V` m E ^. r IL N Q Q c� E 3 z Z� 1 Lo Z NOTES: Q I. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A (n COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. ; Q Z 2. SUBJECT TO ALL EASEMENTS, RIGHT-OF-WAYS, STREETS, AND ASSESSMENTS. Q 0 IF ANY, AS THE SAME MAY APPEAR OF RECORD IN THE OFFICE OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX OFFICES m U OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE. _ _ 3. ALL DISTANCES ARE HORIZONTAL GROUND. W cc 4. AREA BY COORDINATE COMPUTATION. 0 Q z 5. SURVEY FROM INFORMATION FOUND IN DEEDS AND PLATS OF RECORD IN J HOKE COUNTY REGISTRY AND CORNERS LOCATED IN FIELD. = Z 6. AREA OF PHASE 3 IS 39.74 ACRES, INCLUDING WELL LOT. TOTAL AREA -- 36.13 ACRES. (L w i 7. NO NC GRID MONUMENTS WITHIN 2000' OF THIS PROPERTY. NC GRID W 0 COORDINATES ESTABLISHED BY CPS METHODS. HORIZONTAL COORDINATES _ NC GRID NAD83(2007) AND ELEVATIONS NAVD 88 DATUM. O 8. TOTAL OF 125 LOTS IN PHASE 3. W 9. TOTAL OF 4,253 L.F. OF STREETS IN PHASE 3 TOTAL AREA STREET RIGHT—OF—WAY = 7.14 ACRES w 10. PROPERTY IS ZONED R-8 11. TYPICAL LOT SIZE: 80'x125'; CORNER LOTS 95'x 125. SMALLEST LOT — #140 = 8,202 SF 12. WATER BY HOKE COUNTY; SEWER BY PWC. DATE: JUNE, 2011 13. ALL PROPOSED STREETS SHALL BE PUBLIC; ALL PROPOSED STREET R/W WIDTHS ARE 50'. DESIGNED: FDW/TFW 14. DASHED OR BROKEN LINES ARE FROM DEED DESCRIPTIONS, PLATS OF DRAWN: FDW RECORD OR PARTIAL SURVEY AND NOT AN ACTUAL FIELD SURVEY. CHECKED: TKG 15. RECORDED EASEMENTS FOR POWER LINES. LINES TO BE MOVED UPON scat. 1'=too' CONSTRUCTION OF ROADS AND UTILITIES. 16. PUBLIC OPEN SPACE = 1.57 ACRES PRIVATE OPEN SPACE = 2.04 ACRES SHEET No TOTAL = 3.61 ACRES OPEN SPACE — 10% OF DEVELOPED AREA. C-1 OF: m \ COLONIAL CHARTERS I t ALL REVISIONS SECTION 2 DEED INFORMATION: , BEFORE YOU DIGI \ / SYM. DESCRIPTION DATE 8Y \ 78 / PC 2 SL 26 MAP 002 SCALE: 1" = 60' OWNER: THOMAS FAMILY BUSINESS I1 10' Dig%Safely. — 60, 0 30' 60' 120' DEED BOOK 918 PAGE 680 r-------1 _ LOT 102 \ EIR / 77 / DEED BOOK 918, PAGE 334 I 25' 1 I 1.800-632-4949 COLONIAL CHARTERS /EIR / j DEED BOOK 918, PAGE 167 I i L07 �20' NORTH CAROLINA ONE CALL CENTER SECTION 3 PC 2 SL 37 MAP 007 \ / 76 I -_--- _-- __-- __-- _ EIR / 75 I STREAM CLASSIFICATION: 10' \ _ _ - - - _ _ I EIR 1 I 10' EASEMENT - - -EIR (` \\ \ \ 76 [- - - ' IEIA 74 1 PUPPY CREEK CURR C CLASS. CAPE FEAR ROW 1 LOT 50-- -- - - -- - - I \\ \ t3,t15SF I I 7 I / 73 I �I STEWARTS CREEK C CAPE FEAR L -J _ _ - � � 25' 1 120' v vv 0.30AC I 77 / / / EIA �N� SOILS INFORMATION: j zs -- \ 1 I 9,239SF // / C __—_ —___ 103 \ \ I 0.21Ac / / / f - - - NIR I d SOILS ;PCATED 0 PROJECT AREA CaB/ AND Wa6 \\\\ I 11-_ NIR I 12 637SF / I 1 I I /EIR 71 I 1 COLONIAL CHARTERS 0 , '-- I SECTION 2 0.29AC / 81 I 1 - - - I PC 2 SL 26 MAP 002 / 1 V v / / A ! k I- - 12„W EIR 70 I I _ - - - \� 13,249SF 1 82 I I W 1 _ _ _ --_ _ _ / / V 1 10,032SF 83 J > O - / EIR I 14,739SF � � � � � 0.30AC 1 1 0.23AC I I 9,472SF I � � � I I l � � - - - _ ----- /EIR 69 I ---------- --- - - 12°w 1 6a I 0.34AC , , ` / - / \ \ 1 , ; I 0.22AC � I � J � ! I � I I r - - -- - _ --- _ EIR I BUILDING SETBACKS/ v 1 ( Q m I I 84 I 1 2> r - _ i 67 PHASE 1 - PHASE 3 �Oa I 1 1 I _ W __ EIR UTILITY EASEMENTS __ - J / \\ ,� I � _ _. _, 1 ! I 9,635SF I 85 1 I -I '' 12" _ DRAINAGE BOUNDARY 104 --" I ` \ J - J / � 1 I 0.22AC I I 9,OO8SF I I 86 J I I I----- ---____ I 23 I COLONIAL CHARTERS 8, 64SF \ \ - _ _ - _ / U,q L _ I I 0.21AC J I %O10SF 1 I I ( I - - - - _ _ j I PC 2 SL 15 MAP 005 0.21AC \ V - — - - - J 1 0.21AC 87 I- - -_N" j 2 I \- �' \ L _ ( I ( 9.OtOSF I 1 88 I J ( - EIR I 74 I I / \ i j --� �_ - - l 0.21AC I 9,010SF I 89 ' - i 21 I I - - - - 8,993SF 1/ 79 \ i _� - L - - -� I 1 I 0.21AC I 9,010SF J / Ir P2" y -- I I OR I 0.21AC / 12,a67SF i�' _ - - - - _ L- , I I I 0.21AC I 1 90 J -- - _ I ( -_ _ _ 20 0.30AC \ �- - - L---------J __ )__ 0.21AC - 19 5 UTILITY/ 1 I 91 / _` _ --_ 1 I F I � r 9,008SF / = EASEMENT (TYP. - J 92 i \ - - - / YA 0.21AC I /! EIR yy - I - _ I _ �.' �� IL - J 9, 054SF-- ` _ 105 I -.---� l �� / i_-��' ___ - �---�, _0 D �- _ _ `___. 1 0.21AC / // 93 \\ \\ EIR i_ I VA - - - , /%� /y t -- - - -- -- - - J r I 9s24ASF ;� / 8.833SF 9,017SF i I 1 - - _ - - 0 22 C / / / 0.20AC / 96 ! / - - 1 I - - �- - - I / / \ / 11,087SF -- - /. 15-7 I I _ _ I 0.21AC j I i • '\ \ t ss 1 I 9,974SF I I I I I- _ _ -- - _ _ _ 5 Q P ---_- __`-�- _ - - - _ - 0.25AC — — —EIR I— I I I -- -' ! \ 9.956 I I 1 0.23AC I 158 1 / I _ '_._._PU — _ _ t? _ i J �� _ r _ - --_. - I 9.1305E J ` \ \ 0.23AC I I 1 _-_ - —=- / - 0 25AC PUBLIC R 11,00ssF \ v V J/ 97 156 0.21Ac 1 16o III ^ ,o.a, 7sF L - I 1 I I 1 10,685SF I I ( r - _ - - _ - \ ` / \, 1 _ - _'�_ V V 10,939SF 72 I I � � r- -- -� � \ \� o.zanc \ \ � L -_ _ �I J I 1 o.zsnc I I 161 I 1 - � � / / � \- 8,968SF V A L _ 1 11.210SF I 1 ls2 I IA,; §' I 1s3 A J I I o.26Ac ss6ssF 1 I 6,374SF I 1 164 - �� v v� A� �� V 0.25AC / 1 0.21AC t I j V' I 0.22AC 1 1 I U .�I I 8,783SF 1 154 \ J I 1 I I I o.1sAc I I 6,7o1sF I �'- ♦ �v �� r I O.20AC I 10,700SF \ i- - C I I 0.20AC ( J 165 I I ` ` �.: \\ / c_.) o - - - _ - - - - - -j 0.25AC i � - _ - I I 1 1 1 I I I 8.2 I 166 - / 1 0.1SAC I � O EIR __._--._--.----___ -- F a U t- ----- - _ J I 1 J I - J I oi9Ac ' \ \ r I _ - - L- -- ----I I =I r ---- - - - - L �- --- xzm m I I I v-, �/ �v 146 us / �_� L--- - -----� I 136 00� 71 1 1 I 9,266SF \ 9,418SF / I 10,817SF J v 8,996SF I I \ o.z1Ac \ \ o4M / 1 0.25Ac ♦ / / awe 107 ,52 1 -; \ \ / - ♦ / 9a / zo y In 0.21 AC I I I 1 s.600SF I I \ \ \ \ / / / I \ - ` - - - �. / \ 1 1,321 SF n, L I O I I 0.22AC I _- - 1 r _. _ - - - - -- -- _. - - ' 0.26AC n -- I \ \ - _ \ 0144 --- - - --- m --- - I \ J — _�I 1 / / 14.zi ssF � I � r- 1 r- --I 1 1 1 I � \ 137 � 1 V A 11l / - _ J ( \ / I I I 1 1 1 1 1 1 13,307SF V♦ _ l I 1 I 147 �>'_ A/ V I I I I I I I 1 139 1 I 8F 1 �� 0.31AC _ - ♦ij�� / - GQ� EIR I 1 8209SF \ I I 140 9,172SF 20AC 1 I I I r- - - - --- - i I / 0.19AC / / I 8,2025E 1 1 0.21AC I I I _ _ / \11,666SF \ 70 1 I .1osa0asF I 1a9 I / / cn ct \ \ __ J I u2 I I 141 I o.lsac ♦ _ - � �f` o.27AC 8,854SF i 1 1 J -. I I 10,572SF I I 1 1 1 ♦ - 8,998SF I 151 0.24AC I 12 302SF � - - - QD L - - _ " — o.2oAc �; .. ► �: \ / . o.zaAc I I I 1 1 I _ J I--- __ __� I II 1 I 936SF 1 I I 0.28AC 1_ _ I 0.21AC I I � I I 6z3AG I - -' < _ I �-- WEDGEFIELD ,oa - - - ---� 1 L---- I r---- \ I I 1 I --- - _ _—�_/ 1 1 PHASE 1B �I 1 1 ! \ \ 00 // / 143 1 I J L - _ _ - i �-_�`�' - _ - ---+:r'�-+`� 134 48 \ \ AC / 1o.276AC I 1- - ' _ _ - P L` ROYy �� 131031SF - - j _ I 1 i 483Sf \ \ Q A / J UV -�-1 _ _ _ _ - 1 _ - 't 1 - - - -EIR 69 I _ - J 0.2sAC \ g _ - - - 50 % - - 0.30AC I D 8,996SF I - L 1 L _ - - _ '� _ _ _ - _ 1 I I I 100 I 0.21AC I - �_ -_ _ _ - - ' L 0 20AC _ - I 133 J I I I/ 1 =_--- _ -�" Jll 1 132053SF 11 - - -�" I I / -, `_ - _ 1 8,796SF _ .t Tp �RA .. _ 1 - 11 s,000sF 11 131 ff - 9,Oo0SF 1 1 0.21AC I 1 , r I 1 r - - I _ - 130 0.21 AC 1 l -' 1 135 I r I j 68 1 1 I (- - _ _ -LL _ _- �_ - _ -'I 1 129 1 1 i I I-- 9,509SF E: I 11s _ '_ _ 1 9,000sF 1 o.2tac _ _ 0.22AC I I L - - - -EIR 8,997SF W I I 9,448SF 1 I -� _ _ _ - 128 0OOOS 1 L 1 1 1 1 - 0 1 0.22AC I I r - ---- - - - _ 0.21AC O I l- - - .. _ - � 11 126 127 1 9.000SF I II II 11 � 1 � - _ � � ` 1 _ J 1 � D 121 I - i s,000sF 1 - -� ----- I 120 i I o OOSF I, 1 - � 1- 0 101 - --- I W I ---- 9,482SF ^ � r a� � � - 1 I 1 1 J - ---- >� 0.22Ac I I II 1 IL _�— _ f `� , II 1 I o 212oAc l i /I 110 - - - Q 1 L 0.21AC 122 I " I 9,823SF 1 1 _ - 1 ' ,O03 1 I r - - - - I 8,935SF 1 125 1 0.21AC I_ _ _ - I 103 102 I 1 I 67 I - J I 1 1 I I 124 1 1 .823S 1 I , - 104 1 8,497SF j I I I/^ I 1 8,999SF I I a j I 118 ( 8 839SF I I I 9 530SF 1 1 1 1- I 1 21 AC 1 0.20AC ( 0.20AC 1 9,598SF 1 9,000SF 1 1 0.21AC I I 1 6 0SCF - / I I 0.22AC I I 0.22AC 1 I _- _-- I 1 105 O I _ 1 1 s,000sF 1 1 0.21AC 1 f I �l _ -�1 v _ Li. , I 1 � � L - I I I � - � I I 106 I 0.21AC �/ --- _ - - - � I LL L - - - � r - - � __ J � .�- _ -j � 1 107 1 9.000SF 9,000SF I 1 0.21AC- ` EIR ------ ~ I --_ ��`"--------��I--- ' - 1 108 -� -- -- in r I 1 1 I 0.21AC 1 I 1 J _ _ �_ 1 - - - - - - 1` - log 1 s.000sF I I I J 1 --- WIND SWEPT I I I I 1 1 116 1 I -- 1 1 1 1 9,000SF 1 I 0.21AC 1- _ - � STREET ss f I 12,626SF f - r - - - - - - - 1 110 1 0.21Ac 8 999SF I I 1 117 I j 0.29AC I I I F 1 1 I I 9,000SF 111 I 0.21AC I 1 9,500SF i I r 1t5 J I I I 1 111 1 I 0.21AC 1 _- 1 - _ D-22AC _ ! I I o 0.25AC I I 1 113 I 112 1 9,3375E 1 I 1 L- - ` _ - _ -�_ _ - / 1 L L ` ! I 114 I I 9,813 I 1 10,5605E 1 0.21AC I I I - _ _ - f„ `A' EIR --- ---_ - - 8' UTILITY l 1 10.4585E I 1 0.24AC 1 1 1 _ - C ROYy / - �::- I _ _ P -- - - - - - - a. .---- EASEMENT TYP. 0.24AC I 1 I I _ L_ -- 50 �'�_ _ 1 11 / ( I - - - - '� 1 f 1 43 9.789SF -- _ —_ - 8 999S 0.22AC I 65 1 I y `� J L -- I I----- - J J �� - -_ A i 1 44 I 11 0.21AC I II / EIS \ 8,998SF = �` - -- 1 - - - - - _ - ` �- _ _ _ - I 1 45 1 I 9.000SF 1 1 _ 0.21 AC I `�-� �� - �_ —_ - - - - 0.21 AC 9 38 2349 1 I 1 / N 469,158.7729' EIR a —_� \ - �- SW �' - _ 1 11 000 0.21AC 11 - - R9AE 6 _EP 1 1 s,000SF 11 1 ; t s s 47 9, SF 1 1 I _ 9,DOOSF 1 1 0.21AC I 1 1 1`- J J sso��BhF D 'F 48 I 1 0.21Ac 'oo �``3 49 1 0.21AC 1 1 1 o.z1Ac 64 1 \ \ ss -- _ _ _ -� 1 50 1 9,000sF 11 9,048SF I \ 15,609SF _ - I I \ ��'\ - -- -_.. _- _ ._ - - - -" 1 COUNTY OF HOKE � 0.21 AC i I \ \ \ \ 0.36AC / / - - - - - — _ 1 1 I 11 1 1 I �\ cn I 1 9,000SF 1 0.21AC I 1 I 51 0.21AC 1 _ _ I DB 60001219 112 1 9,000SF zz / I �- � � 1 1 1 I 1 J 1_ 1 ZONE I 2� S� -mc� I---------� I �.\ 1 I , r-----I �-----I r-_ 1 52 1 1 0.21AC 1 � -- / l 1 1 I I I I I I 53 1 11 9,000SF 1 1 I 1 1 9,382SF 1 0.21AC 1 LEGEND 54 I 1 r.� r_=7 57 1 I 55 I 8,907SF I I 0.22AC 1 1 1 , _ - ,1 . 58 1 56 1 1 9,869SF I 0.20AC I I I 1 , COUNTRY CLUB MOBILE HOME PARK EXISTING DESCRIPTION A'�- 63 \>-� 15,118SF I 12,469SF I I 10,200SF I 0.23AC I 1 1- - ` DB 288 PG 769 \ I t 2,087SF > \�>_ �_! / 0.35AC I 0.29AC 0.23AC I I I _ ,MAP TEMPORARY BENCH MARK 1 I 0.28Ac = l 60 I 1 1 j J I- 494660001066 a O EXISTING IRON ROD V \ n I 20 UTb _ ZONE RA-20 _ - OR \ \ 12,811SF j I EASEMEN L- "- RIGHT-OF-WAY /� ~ 1 D2 "UTILITY I I 1 L _ PROPERTY LINE 1 1 - NOTES: _ _ tt3 I � I I 61 EASEMENT _ ROADWAY 62 1. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A 8. TOTAL OF 125 LOTS IN PHASE 3. 1 1os83SF ��I,-rI - 242- - 1' CONTOURS 242 t6,38ATI 1 0.25AC I 1 COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES _ 2a30d�ILITY , EIP 9. TOTAL OF 4,253 L.F. OF STREETS IN PHASE 3 2so— ' "CONTROL CORNER" PARCELS OF LAND. — 5 CONTOURS 2s0-- / EASEMENT 30' UTILITY N=ase,9sz.s7sT TOTAL AREA STREET RIGHT-OF-WAY = 7.14 ACRES -�- PROPOSED WELL 2. SUBJECT TO ALL EASEMENTS RIGHT-OF-WAYS STREETS AND ASSESSMENTS. CONCRETE SIDEWALK 1 E=1,964,451.6519' � � � EASE ENT 10. PROPERTY IS ZONED R-8 STORM DRAIN PIPE SITE /j3 IF ANY, AS THE SAME MAY APPEAR OF RECORD IN THE OFFICE OF THE _ - _ _ _ _ _ _ _ 68,293SF REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX OFFICES 11. TYPICAL LOT SIZE:: 80'x125'; CORNER LOTS 95'x 125. EIR SURVEY NOTE: 1.57AC.RES OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE. SMALLEST LOT - #140 = 8,202 SF STORM DRAIN INLET EIR NL IN 20' UTILITY 2' EIR EASEMENT BOUNDARY INFORMATION FROM A MAP PREPARED BY 3. ALL DISTANCES ARE HORIZONTAL GROUND. 12. WATER BY HOKE COUNTY; SEWER BY PWC. —sS— SANITARY SEWER LINE \ HOBBS, UPCHURCH & ASSOC. P.A. SOUTHERN PINES, 4. AREA BY COORDINATE COMPUTATION. 13. ALL PROPOSED STREETS SHALL BE PUBLIC; ALL PROPOSED STREET R/W OO SANITARY SEWER MANHOLE NORTH CAROLINA DATED SEPTEMBER 2010. WIDTHS ARE 50'. TOPOGRAPHIC INFORMATION FROM SURVEY BY HOBBS, 5. SURVEY FROM INFORMATION FOUND IN DEEDS AND PLATS OF RECORD IN SANITARY SEWER CLEANOUT • UPCHURCH & ASSOC. P.A. SOUTHERN PINES, NORTH HOKE COUNTY REGISTRY AND CORNERS LOCATED IN FIELD. 14. DASHED OR BROKEN LINES ARE FROM DEED DESCRIPTIONS, PLATS OF --- WATER LINE------------- CAROLINA DATED NOVEMBER 2010. RECORD OR PAR,fIAL SURVEY AND NOT AN ACTUAL FIELD SURVEY. 6. AREA OF PHASE 3 IS 39.74 ACRES, INCLUDING WELL LOT. TOTAL AREA �-- FIRE HYDRANT OWNER: = 36.13 ACRES. 15. RECORDED EASEMENTS FOR POWER LINES. LINES TO BE MOVED UPON 7. NO NC GRID MONUMENTS WITHIN 2000' OF THIS PROPERTY. NC GRID CONSTRUCTION OF ROADS AND UTILITIES. GATE VALVE N THOMAS FAMILY BUSINESS COORDINATES ESTABLISHED BY GPS METHODS. HORIZONTAL COORDINATES 16. PUBLIC OPEN SPACE = 1.57 ACRES 5' LOT UTILITY EASEMENT HOKEMcL.AHLIN TOWNSHIP NC GRID NAD83(2007) AND ELEVATIONS NAVD 88 DATUM. PRIVATE OPEN SPACE = 2.04 ACRES UTILITY/DRAINAGE EASEMENT - - HOKE COUNTY, NORTH CAROLINA „e sr slut 1`d ��Pat AREA �%> �CQ to Z,.(J �0:(4' J L,do 0 Z : .... �� 0 a p4.4 V) Ld V) tI) a E O f�-+ 'o � 04 $ m C Q O CM •U- °- 0 O E -.2 LIJ Qa�� W c � as m 0 Li Jc _a v 0 N O (� 0 Z U $ J 0 0 I Q J a Z �-- Q 0 } _j J Li 0 uj I.L 0 0 v) Q 2 o z _ � U W oQz J = z w CL O ILL (L) w W 0 o x W DATE: JUNE, 2011 DESIGNED: FDW/TFW DRAWN: FDW CHECKED: !KG SCALE: 1 "=60' SHEET NO. ^ C-2 CALL BEFORE YOU DIG! REVISIONS �o.a�owua.,. y / COLONIAL CHARTERS LAND DISTURBANCE: SYM. DESCRIPTION DATE BY •� ••• l�a,,, / SECTION 2 DigSafely. ,• . cn o / / r PREVIOUSLY PERMITTED LIMITS OF DISTURBANCE: 35.57 ACS. •. o w o \ ( PC 2 SL 26 MAP 002 1.800-632-494.9 ADDITIONAL AREA OF DISTURBANCE: 2.Ei3 ACS.7 t r NORTH CAROLINA ONE -CALL CENTER a¢ t TOTAL AREA OF DISTURBANCE: 38.20 ACS. __ c� ; v' i N ? : Y cJ N a 26s / rn a CJpM- 6STORM DRAINAGE NOTE , 01�z7ze: z N cn ^ 1 / I r;, 3 7 SEE SHEET C-4 FOR STORM DRAIN INFORMATION AND PIPE SIZES. O y .•° O 27 ' U •f I d / t COLONIAL CHARTERS W \ 76 77 / 2 1 _ --� / ( �t t LIMITS OF DISTURBANCE CONSTRUCTION/ SECTION 2 (n N $ " 2� �' 1 PC 2 SL 26 MAP 002 O >, 7578 - e 81 27 82 83 ry/I t/� 2� - -t21v =__ _ ( (( (� n �w —� �_ -- rr __-�- \ } i ro ` /A6 1S / ( 84 t EXISTINd COLONIAL CHARTERS W N Q Z m "� I2"w PC 2 SL 15 MAP 005 > Q - 0 I f 8Q" -��0 85 / �_. _ _ 15' UTILITY c - _ 74 I / / 87 1 _ _ _ '7-7-7 ' I i O E88 4 89A1'A' ---hq `� aROAD -\_ `�'t J92�•275 % U j �`� J i y _ 73 - - .. s 93 � �n '� 95 Al /- 0 Al - _ O -- _ 27 D v _ 11�7 p Fit lc - g 94 72 \` I �� 155 2�, ti �\ 161 \T6�e. // ^� `-� \\ i 97 ' 0 S N p 153 0 Al ry \; \ \ 63 164 %ry V \ 6 % `I t! /! Z Z \ �` J ry ---� _i o i \_ b� ` NN w t\ \ /ry1 1f55 2jA 166 \\ \�::. 7 I I �` i •,.` • \ N� I cn o 1 146 `145 �-�� \ \ n \ t O r - \ I� ^ I 136 98 \ � U p �O Z N _ o N <„ I I 147 \ / 1 % �'` \ 1 138 _ - lr �. z..1 99 Io c� I I 151 150 ° I . a� I -- \ 141 _ - J= > 5" _ - - i' /� } t i EXISTING (n Z' �s� I " 142 _ �__ --` �� t J 15' UTILITY O 1 7 24 ' 149 EASEMENT Z Q 9 f _ 4" - - _ A24 `- 148 �' 143 ! _ _ =_�` u� 5 _ - _ _ _ j ry^� \ \ \ \ / ✓ / Z Q _ rr^^ { Z V _ 130 _ 14 . 35 I .. r I i--1-_�,-t' - PHASE 11 B � Q 1 WED C') I_ ------ 3 - _ ? � 9 27 \ I ' �7 t �I t Z I W I s9 _ -�� z s Z 1, \ 120 - - - - - / 272 T2� _ _ t IW. a o '�\ I Q I ` \ 1'2 �--._ ---- - - -,\ v' 271 _ - .�` -- [� I ` 122\ 27 - _ )'03 ,7 M 118 \?s \ \ 270 \ / —z7o \ 10 \ 1'02 ti 24" �4� fH t -� 106 vt 107 I I \ a69 / / 1 8 270 \ -, \__-r%- \ 1 iNIND SWEPT " 270-/ �69 10s 27� _ _ — \ 1 = _ -- STREET 7 116 2ss _ _ at15 \ 26 , - _ _ _ 37 ROW / I _ -- -274 �� -_ t 272 43` O - \ _ 3ri 44 ti •` 2 6 dry^ �/ _ 60��0 �c� a q�/ — J N r A � 64 I `A \ —, — — — — — — — — — — — 1 ��\ 49 / COUNTY OF HOKE �Fp M F g + M \ 5�; ?64�\ \ y — ' \ _50__ - — — - �� UJ D 946600 1219 �� O s 5 IJ L6� 267 r \ :i N I 51 ZONE I `�O Q }Z o —A3 5 r 270 F 53 j LEGEND w CL = 58 4 EXISTING DESCRIPTION NEW EXISTING DESCRIPTION NEW LL. w 63 \:.• 60 57 'I I 5 5\ 69/ �� / _ '! TEMPORARY BENCH MARK LIMITS OF CONSTRUCTION/ ------- W p o \� �• I 20' U LI — '' / 6� /`b COUNTRY CLUB MOBILE HOME PARK O EXISTING IRON ROD DISTURBANCE 2 EAS �- y6� /ti DB 288 PG 769 TEMPORARY CONSTRUCTION 1 H > 6 ' ' - ENTRANCE 20 UTILITY - ti ti MAP 005 5L 2-28 RIGHT-OF-WAY � 0 494NE RA 20 PROPERTY LINE TEMP. SEDIMENT BASIN W ! 1 \ :EASEMENT ZONE RA-20 _— —_ —_ WITH BAFFLES ROADWAY R TEMPORARY SILT FENCE —SF—SF- 20' UTILITY - - ___ - — -2a2- -- - 1' CONTOURS 24<^ EASEMENT 8" 4 — —250— -- 5' CONTOURS 250 TEMPORARY DIVERSION SWALE g 2 pppiCKLiNE SHED C- EAS MEILNT CONCRETE SIDEWALK TEMPORARY INLET PROTECTION r'1 STORM DRAIN PIPE Q DATE: JUNE, 2011 �'- 20' UTILITY STORM DRAIN INLET RIPRAP 4ELOCITY DISSIPATOR EASEMENT DESIGNED: FDW/" SCALE: 1" = 60' 6V 0 30' 6V 120' — —ss— -- SANITARY SEWER LINE sQ SANITARY SEWER MANHOLE DRAWN: FDW CHECKED: TKG SANITARY SEWER CLEANOUT • SCALE: 1 "=60, - WATER LINE ------------- SHEET NO. �— FIRE HYDRANT ♦— GATE VALVE l� 5' LOT UTILffY EASEMENT - - - - - - - - - v-3 UTILITY/DRAINAGE EASEMENT - OR REVISIONS a LEGEND EXISTING DESCRIPTION NEW lq} TEMPORARY BENCH MARK 0 EXISTING IRON ROD - - RIGHT-OF-WAY PROPERTY LINE _ ROADWAY -- - - - 242- - 1' CONTOURS 242 - -250- - 5' CONTOURS 250 CONCRETE SIDEWALK STORM DRAIN PIPE STORM DRAIN INLET ■ - -SS- - SANITARY SEWER LINE ® SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT • WATER LINE------------- t}- FIRE HYDRANT GATE VALVE ►� 5' LOT UTILITY EASEMENT - - --- - - - - - - UTIL[TY/DRAINAGE EASEMENT - - LIMITS OF CONSTRUCTION/ -------- DISTURBANCE TEMPORARY CONSTRUCTION ENTRANCE TEMP. SEDIMENT BASIN WITH BAFFLES TEMPORARY SILT FENCE -sF sF- TEMPORARY DIVERSION SCALE TEMPORARY INLET PROTECTION rx, Lx,J RIPRAP VELOCITY DISSIPATOR Q SHEET C-3 NATCH� WE NOTE: ENSURE TEMPORARY EROSION CONTROL EASEMENT IS AQUiRED PRIOR TO ANY WORK IN THIS AREA. WILLIAM C. WILLIS DB 155 PG 25 494660001020 ZONED RMF TYRONE F. WILLIAMS DB 344 PG 400 494660001214 ZONED RMF ,,WooLAND DISTURBANCE- : PREVIOUSLY PERMITTED LIMITS OF DISTURBANCE: 35.57 ACS. ADDITIONAL AREA OF DISTURBANCE: 2.63 ACS. Nt J) PROPOSED WELL SITE #3 68,293 SF �--- �` 1.57 ACRES �y ry . � � . 20' UTILITY EASEMENT WAYSIDE PARK SLIDE 262, MAP 003 20' UTILITY EASEMENT LIMITS OF CONSTRUCTION/ DISTURBANCE (TYP.) -TEMPORARY 20' EROSION i CONTROL EASEMENT .h PERMANENT DRAINAGE EASEMENT RMWA Q _ PERyMANENT1\- 1 AGE EASEM _ 1 I 2y1 1 LET go ' I l r TOTAL AREA OF DISTURBANCE: COUNTRY CLUB MOBILE HOME PARK DB 288 PG 769 MAP 005 SL 2-28 494660001066 ZONE RA-20 20' UTILITY / EASEMENT r ri r� r 20UTILITY % EASEMENT �l ry ry �M ,f ry6 N ry / HOLLINSHED PROPERTIES, LLC D.B. 713 PG. 269 494660001085 ZONED RMF 38.20 ACS. BEFORE YOU DIG[ OW DigSafely. SYM. 1-800-632-4949 NORTH CAROLINA ONE -CALL CENTER NCDENR COMMENTS IISED STORM DRAINAGE DATE I BY !4JUN111 FDW 8JUL11 T FDW STORM DRAINAGE SCHEDULE STORM DRAINAGE SCHEDULE STORM DRAINAGE LINE "A" STORM DRAINAGE LINE "B" STRUCTURE FROMI TO UPPER TYPE PIPE SIZE PIPE LENGTH PIPE SLOPE STRUCT. UPPER INVERT I LOWER UPPER RIM EL. CURB IN TOC STRUCTURE FROMI TO UPPER TYPE PIPE SIZE PIPE LENGTH PIPE SLOPE STRUCT. UPPER INVERT LOWER UPPER RIM EL. CURB IN TOC Al A2 CI 15" 24 0,0100 269.00 268.76 272.00 272.50 61 62 CI 15" 24 0.0021 269,98 269.93 272.98 273.48 A2 A3 CI 24" 352 0.0020 268.01 267.31 272.00 272.50 82 B3 CI 15" 294 0.0020 269.93 269.34 272.98 :1113 118 A3 A8 CI 24" 303 0.0020 26T31 266.68 272.60 273.10 B3 84 JB 15" 92 0.0021 269.34 269.15 273.',8 r;;A A8 A9 CI 24" 128 0.0098 266.68 26.5.42 270.46 270-96 84 85 CI 15" 48 0.0021 269.15 269.06 272.17 ?i2.67 A9 All CI 24" 98 0.0033 264.42 265.10 269.51 270.01 B5 B6 CI 15" 24 0.0021 269.05 269.00 12.60 T73. 10 All Ail Cl 24" 80 0.0063 262.70 262.20 268.97 269.47 E16 B7 CI 15" 54 0.0020 269.00 268.89 272.60 1 273.10 Al2 A14 JB 30" 80 0.0087 261.70 261.00 269.72 N/A B7 68 CI 1 15" 24 0.0021 268.89 268.84 272.13 :"2 63 A14 A15 CI 30" 44 0.0227 261.00 1 260.00 269.65 270.15 B8 B9 CI Is" 54 0.0020 268.34 268.73 27213 '72 E3 A15 A76 CI 30" 24 0.0200 260.00 259.52 269.96 270.46 69 810 CI 15" 24 1 0.0021 268.7.3 268-68 '171.78 2:'[.28 A16 A27 CI 30" 190 0.0036 259.52 258,84 269.96 270.46 B10 613 CI 18" 248 0.0060 268.43 266.93 271.78 -'�228 A27 A32 CI 36" 378 0.0035 258.34 257.00 268.99 269.49 813 614 CI 18" 24 0.0021 266.93 1 266.83 270.35 270.85 A32 A33 CI 36" 75 0.0035 257.00 256.74 267.08 267.58 814 B1S CI 24" 40 0.0020 266.38 1 266.30 270.35 270.85 A33 A34 CI 36" 54 0,0020 256.74 256.63 266,69 267.19 B15 816 CI 30" 94 0.0020 265.80 265.61 270.82 271.32 A34 A35 CI 48" 120 0.0020 255.63 255.39 266.38 266.88 816 818 JB 30" 94 0.0019 265.61 265.43 271.85 N/A A35 A44 DI 1 48"' 322 0.0020 255.39 254.75 262.50 N/A 1 818 IEX PH1 Cl 1 30' 42 0.0460 265.43 263.50 270.98 271.48 A44 A45 DI 48" 44 O.OD20 254.75 254.66 262.25 N A 811 B12 CI 15" 24 0.0021 267.44 267,39 270.44 270.94 A45 A46 JB 48-" 254 0.0020 254.66 254.15 264.75 N/A B12 813 CI 15" 42 0.0050 267.39 267. 18 270.44 270.94 A46 FES47 JB 48' 54 0.0028 254,15 254.00 265.50 N/A 617 B18 Cl 15" 24 0. 1425 267.70 266.68 270.98 271.48 A4 A5 CI 15" 44 0.0077 268.09 267.75 271.09 271.59 STORM DRAINAGE LINE "C" AS A6 CI 15'1 24 0.0075 267.75 267.57 270.84 271.34 A6 A7 CI 18" 44 0.0020 267.32 267.23 270.84 271.34 A7 A8 CI 18" 24 0.0021 267.23 267.18 270.46 270.96 RISER C1 JB 18" 82 0.0050 254.00 253.59 257.10 N/AAIO Al t CI 15"' 24 0.0050 265.97 265.85 268.97 269.47 C1 C2 JB 18" 360 0.0050 1 253.59 1 251.79 1 259.50 1 N/A A13 A14 CI 12' 24 0.0050 266,65 266.53 269,65 1 270.15 C2 C3 J8 is" 96 0.0050 251.79 251.31 260.00 N A A17 A18 Cl 12" 46 0.0137 268.23 267.60 270.98 271.48 C3 FES4 JB 18" 1 62 1 0.0050 1 251.31 1 251.00 1 256.50 1 N/A A18 A20 Cl 15" 24 0.0179 267.35 266.92 270.35 270.85 A20 A22 Cl 15" 46 0.0102 266.92 266.45 270.35 270.85 A22 A24 CI 24'" 268 0.0207 265.70 260.16 270,08 270.58 -A24 A25 CI 24", 90 0.0076 260.16 259.48 267.86 268.36 A25 A26 CI 24"' 44 0.0020 259.48 259,39 268.23 268.73 A26 A27 CI 24"' 24 0.0021 259.39 259.34 268.99 269.49 A19 A20 CI 12" 60 0.0020 267.29 267.17 270.04 270.54 A21 A22 CI 12" 24 1 0.0262 267.33 266.70 270.08 1 270.58 A23 A24 CI 15" 24 0.0050 264.86 1 264.74 267.86 268.36 A28 A29 Ci 15" 24 0.0283 263.47 262.79 266.47 266.97 A29 A30 CI 18" 82 0.0282 262.54 260.23 266,47 266.97 A30 A31 CI 18" 44 0.0284 260.23 258.98 266.78 267.28 A31 A32 CI 18" 24 0.0200 258.98 258.50 267.08 267.58 A36 A37 CI 15" 24 0.0100 264.92 264.68 267.92 268.42 A37 A39 CI - 30' 344 0.0020 263.43 262.74 267.92 268.42 A41 CI 30"' 172 0.0043 262.74 262.00 267.54 268.04 A42 CI 30''70 0.0020 262.00 261.86 266.49 266.99 A43 Cl 30" 176 0.0298 261.86256.61 266.75 267.25 L A44 Cl 30"' 12 0.0300 256.61 256.25 265.50 266.00 A39 C1 12" 24 0.0229 264.79 264.24 267.54 268.04 A41 CI 12" 24 0.0500 263.74 263.50 266.49 266.99 FUTURE WEDGEFIELD PHASE 2 SCALE: 1" = 60' 60' 0 30' 60' 120' SURVEY NOTE: BOUNDARY INFORMATION FROM A MAP PREPARED BY HOBBS, UPCHURCH & ASSOC. P.A. SOUTHERN PINES, NORTH CAROLINA DATED SEPTEMBER 2010. TOPOGRAPHIC INFORMATION FROM SURVEY BY HOBBS, UPCHURCH & ASSOC. P.A. SOUTHERN PINES, NORTH CAROLINA DATED NOVEMBER 2010. OWNER: THOMAS FAMILY BUSINESS McLAUCHLIN TOWNSHIP HOKE COUNTY, NORTH CAROLINA DEED INFORMATION: OWNER: THOMAS FAMILY BUSINESS DEED BOOK 918, PAGE 680 DEED BOOK 918, PAGE 334 DEED BOOK 918, PAGE 167 STREAM CLASSIFICATION: NAME OF STREAM CURR. CLASS. BASIN PUPPY CREEK C CAPE FEAR STEWARTS CREEK C CAPE FEAR SOILS INFORMATION: SOILS LOCATED ON PROJECT AREA CaB AND WaB 0 Ld o- Lli L1J ir rid n O E- Z O ch LL 0 Z I Z Q J Z LL_ Lo woo J 1 U5 z. 3 k V - dLIZ; 3d 0 c E N C t LL (n m z� .c c a c V Cog co c � s m - CL I � N O E 3 z M30 O > a z Q _1 O M 0 W � U �LLJ= rn z oat J 2 z W a U U. W Y !^ O v x W DATE: MAY, 2011 DESIGNED: FDW/TFW DMINK. FDW CHECKED: TKG SCALF: 1 "=60, Drs CALL \ ( SURVEY NOTE: DEED INFORMATION: BEFORE YOU DIG! REVISIONS 2 \ COLONIAL CHARTERS ; SYM. DESCRIPTION DATE BY 1\II,IINttIy, ( BOUNDARY INFORMATION FROM A MAP PREPARED BY OWNER: THOMAS FAMILY BUSINESS s o , SECTION 2 PEED BOOK 918> PAGE 680 ��g�Safely. NCDENR COMMENTS 24JUN11 Fow •••'•• •N= o ( PC 2 SL 26 MAP 002 HOBBS, UPCHURCH & ASSOC. P.A. SOUTHERN PINES, 1 1.800-632-4949 NORTH CAROLINA DATED SEPTEMBER 2010. DEED BOOK 918, PAGE 334 NCDENR-DWO COMMENTS i9JULtt FDW a dam; INFORMATION DEED BOOK 918, PAGE 167269 NORTH CAROLINA ONE -CALL CENTER a �; Z. �?� TOPOGRAPHIC INFORMA 0 FROM SURVEY BY HOBBS o x Z _� 04 <( t UPCHURCH & ASSOC. P.A. SOUTHERN PINES, NORTH ' J o _ - - - -�_1 j CAROLINA DATED NOVEMBER 2010. STREAM CLASSIFICATION: } y :• z TEMP. GRAVEL : r �; pap ry6, / 2�t j t f' CONSTRUCTION NAME OF STREAM CURR. CLASS. BASIN J ''.d •• �•` - W J OWNER: • o .- oN� ' / / _ ` l;' j ENTRANCE PUPPY CREEK C CAPE FEAR LAND DISTURBANCE: z ••,,h•' •••'''c�,••' Nfl/ r t H FAMILY BUSINESS STEWARTS CREEK C CAPE FEAR ` ,,,,,,1•"`� p 268 a '' ! I T OMAS PREVIOUSLY PERMITTED LIMITS OF DISTURBANCE: 35WNSHIP.57 AC5. U a ry� I j HO EMcLAUCOUNTYCHLIN ONORTH CAROLINA SOILS INFORMATION' ADDITIONAL AREA OF DISTURBANCE: 2.63 ACS. V) a o X a x 1)o M J F- v Lo - O N 0 aU , -- i 264- T01 76 ,77 �2 2 LIMITS OF CONSTRUCTION/ SOILS LOCATED ON PROJECT AREA CaB AND WoB TOTAL AREA OF DISTURBANCE: 38.20 ACS. � N a ti C i 1 j DISTURBANCE (TYP.) O 3 >; 7$ ti i, 1 3' -2 W _ / I COLONIAL CHARTERS t c a ; 75 - ~_ 82 j SECTION 2 N n c m ti 27 83 1 W 3 1/ a ! _ "12"w i PC 2 SL 26 MAP 002 to - o 271.38 \x'a '81 >p' _ - -__ ! j d V J I Q E -2 MAT -LINED SWALE #4A7,.6s \ o ;� ) pU I - - t2^W 1 c ii 3:1 SIDE SLOPES I _ QQ 2: 1.25 27,.87 \, JJ 1 ( / - _ _ __ 1 0 FT. BQllg - \ �, t ¢.m 84 \ _ _ _ 1 COLONIAL CHARTERS W V% '0p Z io 0.62 FT' D P H znsDl / $ l 1 - -- o a 85 t �..__ _ _ (z"W __. 1 j PC 2 SL 15 MAP 005 Q 0- LINING: cl� �rC SI R MAT / \ \ 274 .___ - _ 1 c q� l 74 I 86 - -/ - { TEMP. SILT W m 'Y i 1 _ CL N 87 i2 w �__ { { FENCE (TYP.) c o p ., 1•�a \ 1 � Et� I 88 989 _ 73 - - 1 17' - j - 157 ' -- 50 PUB `r _ 274 \ / l z D 156 - - `< LAC '- A 96 / - 15 72 1 161 1`6 �/ - \� // z7292� \ \ 97 O c O �'I 153 �54 �^ - \ /163 /ry �- x (I 2'354 \ ! I 1 Ul = S N 1 I .� �- -�,,, `\ �/ 272.5 2�3.ri { 7 ' li tY 1 \ ��° N 164 \ -- ! J J z z 0 ' ^ - X __z7z 5927z.vz / R U 8 71 + m f = 146 `145 1 >�,�� \ \ \✓/ \' ?'S / > I 136 ILL. I , .• 9\ � � Z J 27L34 O 70 I ,S� { \ 147 / \ % \ 1 138 _ _ _ - 1 \ 99 / J 1 1 \ a0 N \ \ 140 MAT -LINED SWALE #4 { 151 \150 > ---- -_ 1 `1n. s z7z.ds { 141 J�r�'�r / /� \ I - N 270.25 / 3:1 SIDE SLOPS 149 o :� 142 f= -- �-'o � y �1 1 J -d Ff. BOTTOM \ �i9 , / _ _ :�- _ + �_ , ry^ l I / r z 143 _ - _ - - , M -- 0 $6 FT. DEPT � � � �/\ � � _ _=_ ,�2� N I i \%� _ LINING: EXCE\� 10 M ' - s 148 , _ J PU$�" (r� 1 - V _ _ - _ = _If e- 100 - - i i / WEDGERELD --�` 33 PHASE 1 B -� O Z -- - '(``- _ '-•-`-' ry �-�-.__ �-----__ "�' �,-�-,�-�= ;----r - -`- - -z>3 -`T32 ---- ,; I � INa - N Q - es-it0 _ �1 _ 131 1 I I- 68 I 1 119 \ \ � '� - ` __ _ - - - - 2 7s1 - - 27a - - - .._ 35 I :U -/_, LL _ �`� _- W I Z 120 272 f28 Ii W II - - _ \ .. -- - 27� ----��_ - - - \ i I ,C7 1 / j J 2 J I Q I \ i\2 :.. -- -� ` 271 I 1 \ 7 27 1P7 C] \ 1 122 12' - 2 a - \ - - - - -- -- ��3 �k [r I 118 \ 4 \ 2 I W O I - 2... \ 2j� \ �/ - 271 \ 10 jY02 N B1 4 f TEMP. GRAVEL I \� �s ` - _ 105 `I CONSTRUCTION 268 1 �,r \ \ J / _- _ \ 3%� =fib- 11 ENTRANCE 0 \ • RA 1 -106 - _ �- `107 I . 270 - --- - \ ?' 108 \ _ 1 b t WIN 6 I 1 _. \ s \ s 270.-/ / tib9 109 -'�-270 _ - - \ 1- Y� Y - 1 » �" _ WEPT STREET 7 266 r' D 116 --- ___ �,t15 .._ 268_ 12,9. _ I i . ''�.14 4275 -- __ \ - i TREE -- I ro 1- Y 1 JYtI _ - 279 / ry Y `� / - S6'0 �B a - Y ` MAT -LINED SWALE 4C - _7 6 3:1 SIDE SL PE # � / �_ N i/ __ - -- 271 - _-48��AG'�'Pq� d.8 FT. Boo i ` - 4 - _ �` 1 49 �^ / _ ti o _ a 0.91 IFT. DEPTH 59 / 264, _ - - - - - - - - ' I 1 52 N i / COUNTY OF HOKE F0 .7 i ,� 66.9z \ _ \ ` - - - / �i DB 304 PG 712 ,� INING: EXCE SI MTEMPORARY INLET 5O,_ - W I y�66.81 \ \ - �- t \ 1 PROTECTION AT ALL rJ1 - - -' 494ZONE 1219 \�O Z q s 77 66. s 267 cv STORM PRAIN INLETS 2�0 Q Q .66.7t I \V �� I AND JUNCTION BOXES t zb 266.6 58 , t \ ` 53 1 2'z_ LEGEND W a. o \`..• 26646 / 57 ',\ I \ 5`� 54 �� /4 ry,�0 /�•\', / �� :' 63 -, A 60 56� EXISTING DESCRIPTION NEW EXISTING DESCRIPTION NEW �'�' u, / ry6a COUNTRY CLUB MOBILE HOME PARK TEMPORARY BENCH MARK LIMITS OF CONSTRUCTION ------- W O y 20' UTILITY = ti6 / DB 288 PG 769 / x DISTURBANCE 0r^ 30' UTILI EASgMtN i� ti6 / O EXISTING IRON ROD V 1 I N z6 ry�� MAP 005 SL 2-28 TEMPORARY CONSTRUCTION 20 UTILITY IASEMENT 494660001066 ---- RIGHT-OF-WAY 0 I: 6 61 EASEMENT - ZONE RA-20 ENTRANCE I I I W LIMITS OF CONSTRUCTION/ PROPERTY LINE TEMP. SEDIMENT BASIN 1 , MAT -LINED SWALE #1 DISTURBANCE (TYP.) _ ROADWAY WITH BAFFLES 20' UTILITY I - -.. _2` A44 3:1 SIDE SLOPES - - - 1' CONTOURS 2a2 - TEMPORARY SILT FENCE -sc sc- EASEMENT f 0 FT. BOTTOM -242-- 0.50 FT -- DEPTH - -250- - 5' CONTOURS 250TEMPORARY DIVERSION SWALE A�5 MAT -LINED SWALE #2 LINING: EXCELSIOR MAT C-6 3:1 SIDE SLOPES 0 FT. BOTTOM - - SNE� MAT -LINED SWALE #3 MpTCNL1NE 20 UTILITY 3:1 SIDE SLOPES 0.50 FT. DEPTH EASEMENT 0 FT. BOTTOM LINING: EXCELSIOR MAT 0.50 FT. DEPTH MAT -LINED SWALE #41) LINING: EXCELSIOR MAT 3:1 SIDE SLOPES 1.58 FT. BOTTOM 0.90 FT. DEPTH LINING: EXCELSIOR MAT SCALE: 1" = 60' 60' 0 30' 60, 120' CONCRETE SIDEWALK 1 STORM DRAIN PIPE STORM DRAIN INLET -- -ss- SANITARY SEWER LINE Os SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT • - WATER LINE ------------- ¢- FIRE HYDRANT - GATE VALVE 104 5' LOT UTILITY EASEMENT UTILITY/DRAINAGE EASEMENT TEMPORARY INLET PROTECTION rx-1 L.J RIPRAP VELOCITY DISSIPATOR [] DATE: JUNE, 2011 DESIGNED: FDW/TFW DRAWN: FDW CHECKED: TKG SCAB: 1 `=60' SHEET NO. C-5 s OF: REVISIONS DESCRIPTION _ NCDENR COMMENTS LEGEND EXISTING DESCRIPTION NEW TEMPORARY BENCH MARK O EXISTING IRON ROD - - RIGHT-OF-WAY PROPERTY LINE ROADWAY _ - - 242- -- 1' CONTOURS 242- - -250- - 5' CONTOURS 250--- CONCRETE SIDEWALK STORM DRAIN PIPE STORM DRAIN INLET - -ss- SANITARY SEWER LINE Os SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT • WATER LINE ------------- ¢- FIRE HYDRANT -+_ GATE VALVE N 5' LOT UTILITY EASEMENT UTILITY/DRAINAGE EASEMENT - - LIMITS OF CONSTRUCTION/ -------- DISTURBANCE TEMPORARY CONSTRUCTION ENTRANCE TEMP. SEDIMENT BASIN WITH BAFFLES TEMPORARY SILT FENCE -SF SF - TEMPORARY DIVERSION SWALE TEMPORARY INLET PROTECTION r%,x LxJ RIPRAP VELOCITY DISSIPATOR Q woo LAND DISTURBANCE: ' ' PREVIOUSLY PERMITTED LIMITS OF DISTURBANCE: 35.57 ACS. SHEi ADDITIONAL AREA OF DISTURBANCE: 2.43 ACS. MpTCtlt iNE TOTAL AREA OF DISTURBANCE: 38.00 ACS. L� -�._ "�MAT-LINED PROPOSED SWALE 3:1 SIDE SLOPES #6 N WELL SITE #3 �� 2.40 FT. BOTTOM 68,293 SF 1.00 FT. DEPTH MAT -LINED SWA�1.57 ACRES h LINING: EXCELSIOR MAT 3:1 SIDE SLOPE0.60 FT. BOTTO1.00 FT. DEPTHTEMPORARY LINING: EXCELSIOMA LIMITS OF CONSTRUCTION/ SILT FENCE (TYP.) DISTURBANCE (TYP.) PORARY NOTE: / 20_TEM EROSION 20' UTILITY CONTROL EASEMENT EASEMENT ENSURE TEMPORARY EROSION CONTROL EASEMENT IS AQUIRED PRIOR TO ANY WORK IN THIS AREA. WILLIAM C. WILLIS DB 155 PG 25 494660001020 ZONED RMF TEMPORARY SEDIMENT BASIN WITH RISER DRAINAGE AREA = 33.25 ACRES TOP OF BASIN ELEV. = 257.10 BOTTOM OF BASIN ELEV. = 254.00 SA REQUIRED = 22.595 SF SA PROVIDED = 39,056 SF VOLUME REQUIRED = 59,850 CF VOLUME PROVIDED = 106,728 CF SKIMMER = 6" W/5" DIA. ORIFICE VOLUME PROVIDED = 106,728 CF OUTLET RISER = 2'x2' RISER WITH 18" SD PIPE OUT FLOW TO NATURAL LOW POIINT 2'x2' OUTLET RISER TYRONE F. WILLIAMS DB 344 PG 400 494660001214 ZONED RMF I CONSTRUCTION OF OUTLET PIPE OF STORMWATER POND TO BE COMPLETED BEFORE CONSTRUCTION OF TEMPORARY SEDIMENT BASIN IS TO BE STARTED--] I` I , i ,Y J a tz . � M 20' UTILITY EASEMENT 3Do = 5'W 10'Lx12'Wx18nTHK. USE CLASS B RIPRAP WAYSIDE PARK SLIDE 262, MAP 003 --263 _ 6" SKIMMER RIPRAP VELOCITY DISSIPATOR #1 3Do = 12' 26'Lx3O'Wx36"THK. USE CLASS 2 RIPRAP PERMANENT MAT -LINED SWALE #7 3:1 SIDE SLOPES 1.75 FT. BOTTOM 1.00 FT. DEPTH LINING: EXCELSIOR MAT BAFFLES FOR SEDIMENT BASIN COUNTRY CLUB MOBILE HOME PARK: DB 288 PG 769 MAP 005 SL 2-28 494660001066 ZONE RA-20 PERMANENT SWALE #7 USED TO BYPASS EXISTING DRAINAGE FROM ENTERING STORMWATER POND -TEMPORARY SEDIMENT BASIN IS TO REMAIN IN PLACE UNTIL SUITABLE SOIL STABILIZATION IS ACCEPTABLE UPSTREAM - ONCE ACCEPTED THE FINAL CONSTRUCTION OF THE STORM WATER POND SHALL BE COMPLETED EMERGENCY 111"259 SPILLWAY ♦ r / r J �1 T �r r r I j' I J 720' UTJLITY EASEMENT * of/ r a/- � J ry0 IV �ry ry ry r / ry0 �1 O�-Y- ry �-7 HOLLINSHED PROPERTIES, LLC D.B. 713 PG. 269 494660001085 ZONED RMF DRAINAGE EASEMENT FUTURE WEDGEFIELD PHASE 2 CALL OQPX BEFORE YOU DIGI DigSafely. SYM. NATNOW 1-800-632-4949 NORTH CAROLINA ONE -CALL CENTER EROSION CONTROL CONSTRUCTION SEQUENCE COMMENTS 24JUN111 FDW 19JUL11 FDW 1. OBTAIN EROSION CONTROL PERMIT AND ALL OTHER APPLICABLE PERMITS PRIOR TO ANY LAND DISTURBING ACTIVITY. 2. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE OWNER, ALL CONTRACTORS FOR LAND DISTURBANCE AND/OR EROSION CONTROL AND EROSION CONTROL AUTHORUTY PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AT LOCATION DEPICTED ON PLANS. 4. PRIOR TO ANY LAND DISTURBING, INSTALL SILT FENCE AND STORM DRAINAGE STRUCTURES WITH INLET PROTECTION FOR OUTLET OF SEDIMENT BASIN WITH RISER/STORMWATER WET POND. 5. CONSTRUCTION LIMITS SHALL BE FLAGGED. 6. INSTALL THE SEDIMENT BASIN WITH RISER/STORMWATER WET POND TO A MINIMUM REQUIRED FOR PROPER OPERATION OF THE SEDIMENT BASIN WITH RISER. 7. INSTALL THE PERIMETER EROSION CONTROL MEASURES ENSURING PROPER FLOW OF TEMPORARY DIVERSION SWALES 1-6 TO THE SEDIMENT BASIN WITH RISER. 8. BEGIN GRADING ACTIVITIES. MAINTAIN ALL EROSION CONTROL MEASURES. 9. AS CONSTRUCTION. PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS AT ALL SILT FENCING, DIVERSIONS AND SEDIMENT BASIN TO MAINTAIN ADEQUATE EROSION CONTROL MEASURES. 10 AS ROUGH GRADING PROGRESSES AND AREAS ARE COMPLETE ENOUGH, INSTALL REMAINING STORM DRAINAGE WITH INLET PROTECTION MEASURES. 11. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21 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. 12. CONTINUE WITH FINE GRADING OF THE SITE. 13. WHEN CONSTRUCTION IS COMPLETE AND ALL SOIL AREAS STABILIZED, CALL FOR ON -SITE INSPECTION BY THE SITE ENGINEER AND SEDIMENTATION AND EROSION CONTROL INSPECTOR. 13. IF THE SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES EXCEPT THE SEDIMENT BASIN AS DIRECTED, SEED, FERTILIZE AND MULCH RESULTING DISTURBED AREAS. CLEAR ALL PIPES AND SWALES THAT WILL REMAIN FREE OF ALL DEBRIS AND SEDIMENT ACCUMULATION ESTABLISH PERMANENT STABILIZING VEGETATION DURING THE APPROPRIATE TIME OF YEAR. 14. UPON ESTABLISHED AND STABILIZING VEGETATION, CALL FOR FINAL SITE EROSION AND SEDIMENTATION CONTROL INSPECTION AND APPROVAL. CONVERT SEDIMENT BASIN TO STORMWATER WET POND. SCALE: 1" = 60' 60' 0 30' 60' 120' SURVEY NOTE: BOUNDARY INFORMATION FROM A MAP PREPARED BY HOBBS. UPCHURCH & ASSOC. P.A. SOUTHERN PINES, NORTH CAROLINA DATED SEPTEMBER 2010. TOPOGRAPHIC INFORMATION FROM SURVEY BY HOBBS, UPCHURCH & ASSOC. P.A. SOUTHERN PINES, NORTH CAROLINA DATED NOVEMBER 2010. OWNER: THOMAS FAMILY BUSINESS McLAUCHLIN TOWNSHIP HOKE COUNTY, NORTH CAROLINA DEED INFORMATION: OWNER: THOMAS FAMILY BUSINESS DEED BOOK 918, PAGE 680 DEED BOOK 918, PAGE 334 DEED BOOK 918. PAGE 167 STREAM CLASSIFICATION: NAME OF STREAM CURR. CLASS. BASIN PUPPY CREEK C CAPE FEAR STEWARTS CREEK C CAPE FEAR SOILS INFORMATION: SOILS LOCATED ON PROJECT AREA CoB AND Wa6 I� s C4 to Cn E ,caPh N .�.d m " N m; .0 - d o 0 °1 ELL c to m z- N Qa S °' a- c U m Em m Eo c � tan m Q O L: E z J 0 0 U Z N _0 Q 0 J W a J J Q W 0 _0 `W / z Z QO W < U CWo Q Q z J = z W CL U u- W W Y rn O V x W DATE: MAY, 2011 DESIGNED: FDW/TFW DRAWN: FDW CHECKED: TKG SCALE: 1 "=60, SHEET NO. C-6 OF: CALL REVISIONS BEFORE YOU OIG! b SYM. DESCRIPTION DATE BY DigaSafely. Nino 1 Soo-s32 4949 : o� P� ..•a : O'- — NORTH CAROL NA ONE -CALL CENTER 3U y N �0 Y+J O � N $�N E O N CL V— °• ''_ 0 E N C LL L w Z m Ld IL S Em V` cr- O .5m W S m _a I Q. co O N U -� Of 0 E Z z' O 8 to Lo J in LO O O Z ILn to z 0 Z 5--j r / Q a a. Li Z n 0 Ix Q Z i=ui - ~0 0 W W 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 Z 0 SECTION A > a Z J 0 COd' W `_ Q U �''./^�. cf v, }Z F W = Z a' U :L u1 W r 'n O V = 0 W HORIZONTAL SCALE: 1" = 50' 50' 0 25' 50' 100' DATE: MAY, 2011 DESIGNED: FDW/TFW 5' DRAWN: FDW VERTICAL ��D: TKG 2.5' SCALE: 1" = 5' SCMrl 1"=50'H:1'=5'V Q SHEET NO. RR C-V OF: 270 _ � 270 ai M N N C� �Z 265 ----- ---- -- � p 265 -- N N d' TOP OF AM WIDTH � EXIS NG GRADE m � 3 10' WIDE HELF TOP OF DAM 26 .00' co r- 260 260 10:1 SLOPE' NN PiEi. 1 PROVIDED TEMP. POOL EL. 257.10' TOP OF ISER EL. 25 .10' N 18" CP \ \ 4. 255 3:1 SLOPE REQ'D TEMP. POOL L. 255.30' ®0.50 -� 255 PERM. POOL EL. 54A0' 1\ INV. OF 8" BARREL L. 254.00' 1827LF 360 LF 18" RCP RISEEL. 252.0'96 LF 18"RCP\2FOEBAY2POND250 62 L 18" RCP — — — �50 .5090 BOT OF FQREBAY BOT O POND EL. 248.00' 10' WIDE SHELF EL. 48.00 10:1 S OPE 'Lx5'Wtx8'W x9"THK. LASS "A" Rl RAP 245 S.H.W.T. E . 245.00' ELOCITY DIS IpATOR 24.Fj �Ct PROPOSED GRADE 240 240 �f7 u7 N to 00 N .y i(y H) � � d- M O CO m W 67 O) W O O O � � n � N � N (O t0 O V7 t0 V7 c0 co � N �f3 H7 � N u7 N U7 N (D N N N N N N N N N N N N N N N REVISIONS j SYM. j DESCRIPTION I DATE I BY 4" CORNER OR TERMINAL POST 1 5/8" BRACE RAIL (TYP.) —. FABRIC FLUSH WITH GRADE — .ff 24" CONCRETE ROLLED CURB AND GUTTER TRUSS ROD II W/ TURNBUCKLE !!; 10' MAX. ATTACH FENCE FABRIC TO GATE FRAME WITH 13 GAUGE ZINC COATED TIE WIRES 2'-0" SPACING (TYP.) 8' 8' f :I•yv;.•rs Y'•r .:•n,..v'•' "v��j�yeJ'•^.'b�:•�'�"h� �'`•'��r �.�fo�..o xh -i .�t•7 s i�lli :.�.♦ � �. yr y:fl:•ii}e w S.:dL'i��.. � ••Las<'•h.'3 1 .��, ••� ;eS::%>:a� vier � h• •• • • 'ri�� M. it _ s5 ---- • 4' FENCE DETAIL NOT TO SCALE s\��P�g\O� E, NOTE: NOTE: SEE NCDOT STD. NO. 848.05 CONTRACTOR SHALL MAINTAIN SIDEWALK THICKNESS AND REINFORCEMENT IN CONSTRUCTING HANDICAP RAMP. HANDICAP RAMP DETAIL NOT TO SCALE 10'-0" TRANSITION 30" VERTICAL CONCRETE CURB AND GUTTER STEEL HOOD CATCH BASIN EXPANSION JOINT 24" CONCRETE ROLLED CURB AND GUTTER 10'-0" TRANSITION NOTE: SEE NCDOT STD. NO. 852.05 (WITH EXCEPTON TO 18" CURB AND GUTTER SECTION) 24" CONCRETE ROLLED CURB AND GUTTER 30" VERTICAL CONCRETE CURB AND GUTTER NOTE: CONTINUE 30" VERTICAL CURB THROUGH HANDICAP RAMPS WHERE APPLICABLE NEAR INTERSECTIONS. 24" CONCRETE ROLLED CURB AND GUTTER =_o CURB TRANSITION AT STORM INLET NOT TO SCALE HINGED LATCHING PER MANUFACTUFB t2" MAX ) ► TRUSS ROD W/ TURNBUCKLE 1 9 GAUGE HOT DIPPED GALVANIZED WIRE CHAIN LINK FABRIC 16' DOUBLE SWING GATES DETAIL NOT TO SCALE 4" THICK CONCRETE SIDEWALK EXCEPT 6" THICK WHERE DRIVEWAY IS INSTALLED 3000 PSI CONCRETE W/FIBER 4" GATE POST (TYP..) f- POST CHAIN LINK FABRIC y.. 39" I I f i a I ! a 3 14X POST DIAMETER I FOOTING DETAIL NOT TO SCALE SURFACE \— CONSTRUCTION JOINT ° 1 /2" EXPANSION JOINT SHALL ASPHALT EXPANSION JOINT MATERIAL BE REoUIRED WHERE THE 1/2" WIDE AND FILL FROM BOTTOM SIDEWALK JOINS ANY RIGID OF CONCRETE TO WITHIN 1 /8" TO STRUC-I'URE AND AT 40' INTERVALS 1/4" BELOW TOP OF CONCRETE EXPANSION JOINT CONCRETE SIDEWALK DETAIL NOT TO, SCALE Q z LL- U:NI m Z: X Z�_vr. t/) m f-- a E U— o. o)_ 0 E ~ C N 10 pZt0 E 4 c U` as �ii n m — co N in .0 52 0 c�S E Z J J Q W cl ui O Z Q 0 m m — a U D W x z 0v= 2 .J=z W U LL uw W Y ,n O v = W DATE: JUNE, 2011 DESIGNED: FDW DRAWN: FDW CHECKED: TKG SrxE: AS SHOWN SHEET NO. D-1 0 OF REVISIONS I SYM. I DESCRIPTION I DATE I BY 1 TOP OF CURB ELEVATION (TYP.) BACKFILL TO TOP OF CURB, GRADE SMOOTH, SEED AND MULCH -% U)z wS �a �w cn v 2'--2 ,. STORM DRAIN LINE FRAME AND GRATE W/HOOD �- #4 REBAR 12" O.C.E.W. NOTE: NCDOT STD. #840.01 #840.02 MASONRY OR CONCRETE INLET BOXES. CURB INLET DETAIL NOT TO SCALE Lo� M0 iYFLOt�+S7RTO A T!. R,, rL— .MOD Or'W V AHONI)OJ 'S'T1 FISH HOOD LOGO all 7A" SECTION NOTE: NCDOT STD #840.03 WITH TYPE "E, F AND G" GRATES AS APPROPRIATE PAVEMENT ALL STEPS IN MANHOLES ARE COPOLYMER POLYPROPYLENE PLASTIC, REINFORCED WITH 1/2- GRADE 60 REINFORCEMENT MANHOLE STEPS 0 16" O.C. IF DEPTH IS MORE THAN 3'-0" 8" SOLID CONCRETE BRICK OR PRECAST CONCRETE BOX iR STORM DRAIN LINE 30OPSI CONCRETE FOUNDATION COMPACTED SUBGRADE 24"x36" FRAME AND GRATE WITH HOOD DETAIL NOT TO SCALE FINISH GRADE 24" CAST IRON RING AND COVER 1" GROUT d ` d Po a° 1 n a .o VARIES ° °I .I%i :I B� I` rd..l. F a . e a d p ad NOTE: ALL WORK AND MATERIALS SHALL COMPLY WITH NCDOT SECTION 840 JUNCTION BOX DETAIL NOT TO SCALE r 23 1/2" ,--PRECAST CONCRETE "WAFFLE BOX" -COVER 6" WATERSTOP CONTINUOUS ,/-2-1" PICK INDENTIONS - RING FLANGE RING SUPPORTS (TYP.) 1" 04 22" `1 25" 33 1 4" 24" CAST IRON MANHOLE COVER DETAIL NOT TO SCALE 9 240 U) U z Q 0 d�'0. Qn C.) Yl.7t W z'Y W J Z 0 a z 0 � U w (n 0 oQZ .J = z Wa0 LL w w W x 0 o W DATE: JUNE, 2011 DESIGNED: FDW DRAWN: FDW CHECKED: TKG SCALE AS SHOWN SHEET NO. OF: D-2 REVISIONS DESCRIPTION INSPECTION AND MAINTENANCE PROVISIONS BMP ELEMENT POTENTIAL PROBLEM HOW TO REMEDIATE THE PROBLEM THE ENTIRE BMP TRASH/DEBRIS IS PRESENT. REMOVE THE TRASH/DEBRIS. THE PERIMETER OF AREAS OF BARE SOIL AND/OR REGRADE THE SOIL IF NECESSARY TO THE WET DETENTION EROSIVE GULLIES HAVE FORMED. REMOVE THE GULLY, AND THEN PLANT A BASIN GROUND COVER AND WATER UNTIL IT IS ESTABLISHED. PROVIDE LIME AND A ONE- TIME FERTILIZER APPLICATION. VEGETATION IS TOO SHORT OR MAINTAIN VEGETATION AT A HEIGHT OF TOO LONG. APPROXIMATELY SIX INCHES. THE INLET DEVICE: THE PIPE IS CLOGGED. UNCLOG THE PIPE. DISPOSE OF THE PIPE OR SWALE SEDIMENT OFF -SITE. THE PIPE IS CRACKED OR REPLACE THE PIPE. OTHERWISE DAMAGED. EROSION IS OCCURRING IN THE REGRADE THE SWALE IF NECESSARY . TO SWALE. SMOOTH IT OVER AND PROVIDE EROSION CONTROL DEVICES SUCH AS REINFORCED TURF MATTING OR RIPRAP TO AVOID FUTURE PROBLEMS WITH EROSION. THE FOREBAY SEDIMENT HAS ACCUMULATED TO SEARCH FOR THE SOURCE OF THE A DEPTH GREATER THAN THE SEDIMENT AND REMEDY THE PROBLEM IF ORIGINAL DESIGN DEPTH FOR POSSIBLE. REMOVE THE SEDIMENT AND SEDIMENT STORAGE. DISPOSE OF IT IN A LOCATION WHERE IT WILL NOT CAUSE IMPACTS TO STREAMS OR THE BMP. EROSION HAS OCCURRED. PROVIDE ADDITIONAL EROSION PROTECTION SUCH AS REINFORCED TURF MATTING OR RIPRAP IF NEEDED TO PREVENT FUTURE EROSION PROBLEMS. WEEDS ARE PRESENT. REMOVE THE WEEDS, PREFERABLY BY HAND. IF PESTICIDE IS USED, WIPE IT ON THE PLANTS RATHER THAN SPRAYING. THE VEGETATED BEST PROFESSIONAL PRACTICES PRUNE ACCORDING TO BEST PROFESSIONAL SHELF SHOW THAT PRUNING IS NEEDED PRACTICES. TO MAINTAIN OPTIMAL PLANT HEALTH. PLANTS ARE DEAD, DISEADED OR DETERMINE THE SOURCE OF THE DYING. PROBLEM: SOILS, HYDROLOGY, DISEASE, ETC. REMEDY THE PROBLEM AND REPLACE PLANTS. PROVIDE A ONE-TIME FERTILIZER APPLICATION TO ESTABLISH THE GROUND COVER IF A SOIL TEST INDICATES IT IS NECESSARY. WEEDS ARE PRESENT. REMOVE THE WEEDS, PREFERABLY BY HAND. IF PESTICIDE IS USED, WIPE IT ON THE PLANTS RATHER THAN SPRAYING. THE MAIN TREATMENT SEDIMENT HAS ACCUMULATED TO SEARCH FOR THE SOURCE OF THE AREA A DEPTH GREATER THAT THE SEDIMENT AND REMEDY THE PROBLEM IF ORIGINAL DESIGN SEDIMENT POSSIBLE. REMOVE THE SEDIMENT AND STORAGE DEPTH. DISPOSE OF IT IN A LOCATION WHERE IT WILL NOT CAUSE IMPACTS TO STREAMS OR THE BMP. ALGAL GROWTH COVERS OVER CONSULT A PROFESSIONAL TO REMOVE 50% OF THE AREA. AND CONTROL THE ALGAL GROWTH. CATTAILS, PHRAGMITES OR OTHER REMOVE THE PLANTS BY WIPING THEM INVASIVE PLANTS COVER 50% OF WITH PESTICIDE (DO NOT SPRAY). THE BASIN SURFACE. THE EMBANKMENT SHRUBS HAVE STARTED TO GROW REMOVE SHRUBS IMMEDIATELY. ON THE EMBANKMENT. EVIDENCE OF MUSKRAT OR USE TRAPS TO REMOVE MUSKRATS AND BEAVER ACTIVITY IS PRESENT. CONSULT A PROFESSIONAL TO REMOVE BEAVERS. A TREE HAS STARTED TO GROW CONSULT A DAM SFETY SPECIALIST TO ON THE EMBANKMENT. REMOVE THE "TREE. AN ANNUAL INSPECTION BY AN MAKE ALL NEEDED REPAIRS. APPROPRIATE PROFESSIONAL SHOWS THAT THE EMBANKMENT NEEDS REPAIR. THE OUTLET DEVICE CLOGGING HAS OCCURRED. CLEAN OUT THE OUTLET DEVICE. DISPOSE OF THE SEDIMENT OFF -SITE. THE OUTLET DEVICE IS DAMAGED. REPAIR OR REPLACE THE OUTLET DEVICE. THE RECEIVING WATER EROSION OR OTHER SIGNS OF CONTACT THE NC DIVISION OF WATER DAMAGE HAVE OCCURRED AT THE QUALITY WASHINGTON REGIONAL OFFICE, OR OUTLET. THE 401 OVERSIGHT UNIT, 919-733-1786. OUTLET RISER 8" PVC PIPE STUBBED INTO OUTLET RISER 8" PVC PLUG SCREW TYPE 11 1 STRUCTURAL .. WITH 6" SQUARE OPENINGS TRASH RACK DETAIL NOT TO SCALE NOTE: STORMWATER PONDS RE TO BE CONSTRUCTED FOR USE AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETED THE TEMPORARY SEDIMENT BASIN IS TO BE CLEANED UP AND SHAPED PRIOR TO BE USED AS A STORMWATER POND. PERMANENT POOL AREA (PFB) TEMPORARY POOL AREA (TFB) FOREBAY 3 0 TEMP. POOL STORAGE (TPS) PERMANENT POOL (PP) TOP OF FOREBAY (TOF) MAINTENANCE: IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS). NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF. STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE SEDIMENT LOAD TO THE WET DETENTION BASIN. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT. AFTER THE WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES. RECORDS OF INSPECTION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BE AVAILABLE UPON REQUEST. INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS. ANY PROBLEMS THAT RE FOUND SHALL BE REPAIRED IMMEDIATELY. r-----------.__...--------------------------------- - - - - -- I I ----------------------------- i I I I I i I I i I I I i I I I I I I I BOTTOM OF SHELF i I / PERMANENT POOL AREA (PPA) I I I / TOP OF SHELF I -- -- 1------------------------� I TEMPORARY POOL AREA (TPA) I I i I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - TEMP. POOL STORAGE (TPS) /--TOP OF SHELF (TOS) MAIN POND POOL (PP) BOTTOM OF SHELF (BOS) TRASH RACK DRAW DOWN ORIFICE-\ POOL---------- 10, TOP OF DAM w 3 N 2'x2' PRECAST CONCRETE RISER 3'x3' OUTSIDE DIMENSION 10, TOP OF DAM TOP OF DAM (TOD) I TOP OF SPILLWAY 259.50' --------------------------------- - - - Q TEMPORARY POOL EL. 257.10' N EL. 252.00' N OUTLET BARREL 0% SLOPE TEMPORARY PERMANENT POOL .j ANTI —FLOTATION 8" PVC POOL TO BE FILLED TEE WITH CONCRETE PERMANENT POOL EL. 254.00' SEDIMENT STORAGE (SS) SEDIMENT STORAGE iv BOTTOM OF FOREBAY (BOF) BOTTOM OF POND (BOP) -- PERMANENT FOREBAY MAIN POND POOL 8" PVC CAP WITH 3" DRAW DOWN HOLE DRILLED INTO THE BOTTOM DRAW DOWN ORIFICE DETAIL NOT TO SCALE STORMWATER MANAGEMENT PONDS SCHEDULE FOREBAY DIMENSIONS I POND DIMENSIONS (TOF) ELEV. (BOF) ELEV. (SS) ELEV. I (PFB) AREA IWEIR LENGTH (BOP) ELEV. (SS) ELIv. (PP) ELEV. (TPS) ELEV. (BOS) ELEV. (TOS) ELEV. (TOD) ELEV. (PPA) AREA (TPA) AREA 255.00' 248.00' 249.00' 5,977 SF 10' 248.00' 249.00)' 254.00' 257.10' 253.50' 254.50' 261.00' 22,624 SF 39,312 SF TYPICAL STORMWATER MANAGEMENT POND DETAIL NOT TO SCALE J 0 V) W 0 D 3. W W ria _0 F— F— Z 0 Of LL_ I� ►0►.� r, Q L_ S (n ED ahN m 0� 0 c E LL N �o z m c' a Uc m Em c � N 0 E z Za Z O z z Q J m Q � U W r z oar J = z V.I CL U w fW �d V 0 W DATE: JUNE, 2011 DESIGNED: FDW DRAWN: FDW CHECKED: TKG SLUE: AS SHOWN SHEET 140. OF: • PLANTSCHEDULE _ .-.,.�—r, %- � .rnr +,-hw.. _.�sr:. •. m fn*, , u�X<L a >.� - ., t. cviu�.,::-. { Milo KEY I QTY JBOTANICALNAME ICOMMON NAME ISIZE ISPACING HERBACEOUS PLANTS CHGL 328 Chelone glabra White Turtlehead bare root 18" OC KOVI 191 Kosteletzkyavirginica Seashore Mallow quart 18" OC LOCS 211 Lobelia cardinalis Cardinal Flower bare root 18" OC LOSA 110 Lobelia siphllitica Great Blue Lobelia bare root 18" OC HERBACEOUS PLANTS IRVA 108 Iris virginica Blue Flag Iris I bare root 18" OC SGLA 175 Sagittaria latifolia Duck Potato bare root 18" OC SACR 207 Saururus cernuus Lizard's Tail bare root 18" OC SCVS 144 Schoenoplectus tabernaemontani Soft Stem Bulrush bare root 18" 0C TOTAL 1474 o o.. • 0 - ZO6 CHGL X i REQUIRED SHELF PLANTING c, o C�• o o, o a o a S/ opF� SHALLOW LAND SHALLOW WATER 10'-0" SHELF AREA CONTROL ELEV. PLANT AND LANDSCAPE REQUIREMENTS: SECTION 10.3.7 MINIMUM OF 50 PLANTS/200 SF OF SHELF AREA TOTAL SHELF AREA: 5,895 SF 5,895 SF/200 SF = 29.48 X 50 PLANTS TOTAL; 1,474 PLANTS • �� l+\ i IRVA \ 70 `' ftl a ft I �._.__14 N i KO\ 114 t sc\ 48 \ 1 C_� cC^), �. SGLA y -56_ 3, ------------------------ S<OAF POND PERIMETER PLANTING (SHELF AREA NOT TO SCALE 1 O N CALL BEFORE YOU DIGI Dig S&ely. sYM. 1.800-632-4949 NORTH CAROLINA ONE -CALL CENTER LANDSCAPING NOTES: 1. THIS PLAN FOR PLANTING LOCATIONS ONLY. REVISIONS 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE, INCLUDING SHRUBS AND HERBACEOUS PLANTS, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS FREE CONDITION, THROUGHOUT THE TWO—YEAR GUARANTEE PERIOD. 3. PLANTING SHALL NOT BE PLACED WITHIN 10' OF ANY INLET OR OUTLET DEVICE. 4. CENTIPEDE GRASS TO BE PLANTED AT TOP OF BERMS AND EXTERIOR SLOPES OF CONTAINMENT BERMS, AND 3:1 SIDE SLOPES. 5. SIZES SPECIFIED IN THE PLANT SCHEDULE ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE JUDGED. FAILURE TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 6. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS, AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 7. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL —ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 8. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL MEET THE NORMAL REQUIREMENT FOR THE VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN). 9. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING SEEDING FOR TWO FULL YEARS AS REQUIRED BY NCDENR. CONTRACTOR MUST CONTACT OWNER AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE ACCEPTANCE INSPECTION(S). CONTRACTOR MUST REPLACE ALL DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING RECOMMENDED PLANTING SEASON. LANDSCAPE LEGEND: SHALLOW LAND CHELONE GLABRA LOBELIA CARDINALIS LOBELIA SIPHILITICA 0,10 KOSTELETZKYA VIRGINICA SHALLOW WATER IRIS VIRGINICA SAGITTARIA LATIFOLIA SAURURUS CERNUUS 0000o��On SCHOENOPLECTUS TABERNAEMONTANI Z ♦ O V) V) N rn at--N O cis W a O c E LL N c LL W N a �Zco LLd Q � c U `O O 0) LL c �$ IL Q_ b v O N U -� O E Z z' O 0 O Z � Q 0 zZ Z O a Z a" O Z -_1 n. HU 0 o Z W < !r ,r --- / ---- DATE: MAY, 2011 1I DESIGNED: JWs r I DRAWN: iWs 1 CHECKED: REK SCALE 1 "=20' 1 SCALE 1" = 20' SHEET No. 20' 0 10' 20' 40' L-1 ;/ OF. r SYM. REVISIONS HPTION ---------------,- ( h I I I .I 1 I � i 1 ' 1 Proposed Drainage Area _ _,._ ,,..'♦♦ --�1,369,114 S.F. \. \\Vf I� 0A 31.43 Acres 4f z ' \ � / : _ \ 1 to � �I ♦ -\i t I 'i ,` ._ _. ----"-.-- I -- \ \` / _ _----' v- ._ ! rr♦ _■ h1 \ - 11 J , \ \\ ii i' - % '\ \\,-\\` ♦� _ 272 1 ' ty , Existing Drainage Area ,- ---271 783,859 S.F. 17.99 Acres Z�V�� i ---- \ go Li r / f 0000 0000w00 03 v 100 \ , Existing Time of Concentration (TR 55) \ Proposed 'Time of Concentration ,/ Sheet Flow = 25.33 min. \\\ 93.5 Minutes (See Storm Drain Calcs) Shallow Conc. Flow = 7.72 mina \ / Total - 33.1 min. r i Proposed Drainage Area \ 79 071 S.F. / 1.82 Acres t ;\ \�,Z-_ �• --N I Ilk III 1 i i SCALE: 1" = 1OW 100' 0 50' 100• 200' NOW iy J .0 ssd`yo •• •• o .� O.nN••'a V)Ld Cn N ^ N C a m z 2' U rn da O C - U) € aLL m Z co U` O a U m _a O U -� y F- Tr ZZ Z O 0 z cn C. V Q Z UJ Q Q Q O 1.1. z 1•- W LLJa Z 0 WW G Q N J 0: 0 Q � Q � U Q Cl) O Z .j_z W a 0 LL w W i 0 W DATE: MAY, 2011 DESIGNED: FDW/TfW DRAWN: FDW CHECKED: TKG SCAM' 1 •=100' SHEET NO. DA-1 OF:._._ __ REVISI, 4,4S DESCRIPTION - DATE BY , Phase 3 Drainage Area Boundary (typ.) j r 1 � 1 � Sidewalk 1,525 SF f Sidewalk 1 ; ; 775 SF ' 1 _ Sidewalk -------- 7$55 SF I Combination Phase 1 - , I _ I ! ! d 1 I I 1 1 1 1 1 1 1 1 f and Phase 3 Drainage I Area Bound_ary-(typ.) I I Sidewalk - �\ p♦ � ice' ,\ 1,627 SF ♦ . Sidewalk II } 4,474 SF — I , - - I' I ° { Sidewalk 11,711 SF i ° Phase 1 Drainage Area Boundary (typ.) r , 1 t 1 Sidewalk 1,416 SF ° ! I Additional 4.41 Acs.,;,y i to Phase 1 Drainage Area Original Drainage i 1 Area Boundary = ` I 1 Additional BUA Areas for Phase 1 \ / 17 Lots 2,800 SF/Lot = 47,600 SF 1.09 Ac Sidewalk \, 7 523 SF 0.17 Ac Pavement/Curb 44,556 SF / a/ Pavement/Curb /44,556 SF 1.02 Ac -: r I ��` --\Total 99,679 SF 2.28 Ac Sidewalk 1,633 SF ! ----_ --- - Pavement/Curb I 1 ---------- - 137 954 SF \ \ °. Phase 1 Drainage Area Boundary (b Sidewalk 1,530 SF it --------- A-'. I I I I +I 1 I I I I Phase 3 Drainage Area Boundary (typ.) Phase 3 BUA Areas 108 Lots, 2,800 SF/Lot = 302,400 SF Sidewalk = 24,723 SF Pavement/Curb = 137,954 SF Total = 465,077 SF 6.94 Ac 0.57 Ac 3.17 Ac 10.68 Ac ,Phase 1 Drainaae Area Adiustrr Original Permitted Area: 58.06 Acs. Additional Area:,\ / 4.41 Acs. Total Drainage Area: 62.47 Acs. JLN UENn-4 AenucliF WEWDSAND STOR Pffi,TER BRANCH SCALE: 1" = 100' 100' 0 50' 100' 200' J O W a. Cif LLJ W x r^ O V O W O LL- Z Q Ic �Z :1 ' In 0. (n 01 n N A' C W O 3 (0 ; . U 0)a, a O c N C LL U) V z m p' a � c U` i m a c -3 v .cm _n N O E z s SQ p W Z 0: Q 0. c/) W0 cr a. M- W a Z . r � Q-U i1 W Q °z -J _ z Waa U LIL. W W i / V 0 W DATE: MAY, 2011 DESIGNED: FDW/TFW DRAWN: FDW CHECKED: TKG Soa/=: 1'=100' SHM NO. DA-2 0 f` A REVISIONS Ci VI Z W a � o Q — a awe Q�z o=? Lua0 +� U LL W W be 0 s 0 w DATE: MAY, 2011 DES"M. FDW/TFW WAWN: FDW CHECKM. TKG SCALE: 1'=100' e ' OF: .. Imo■■ �u,■�i� ■ v REVISIONS SYM. DESCRIPTION ------------- r ! ! / rainage Area / wale #4-A S.F. /--------- j _ < \ _ _ \ / / // // If l4 it - J", ------------ /J \ t - ... - ,\ - . -_-__ _._-_.•_ � i _ ___ _ \V V -. I A _ - �_ 1- - � `� V A \ ' \ Ala.' _ j f,� , ` a�l i A� '.\ \ \ \ ,� � /� / / _. - - rainage Are 1 w3t A I \ 2,1dS.F.1 i A A \ / — 1 i i I '1. /{ / / ! �vv yl v / _ V ( 4 ._- � � .1 T� \ '_-'\ / � �_ _� •' � � �, .i �/� � / \mod .� �I T \ _ s If 270 /, / / .` / r` 'L- '/I 6 Drainage a I /! -S(Nale #2 : I Draina a ea S� i i ! A �' i\ /! / . 33 584 S. Swa #1 / \ / Draim rea \ \. 13,83 S.F. V \166S.F. Swale#3\a' o� \\ \\ \\\ \ \\ \ \ !` !! \ \ \\\\\ 2,373 Drainage Area \ \ \ 1 ! \ X / \ I Swale #6 — 1 I / \ \ \ a\16\5,769 S.F. \ \ 1 \ - ; \ Vv -- Drainage Area\\ /\� _ \\ \v \v�vv / ! — V / , A V v Swale #5 { _ v v I \ \ 62 644 S F� \ \ NI Drainage Area Swale #7 f t _ /A V / - - �`•�� / / ., �� 317123S.F. If / VIX If J \ / „ j \X\\ \\ \ \ / ; .i SCALE: 1" - lOO' / , / / 100 - 0 50 100 200 Ir Q W z �- z N J Y.. O �� 4x Q � U Q (� O Q =z z W a. O 4101111' U LL W w 0 be L DATE: MAY, 2011 orslrNm: FDW/TFW DMW+: FDW CHECKED; TKG SCALE 1'=100' t OF: i AL >f