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HomeMy WebLinkAboutSW7070215_APPROVED PLANS_20070308STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW_ DOC TYPE ❑ CURRENT PERMIT le, APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD VICINITY MAP NTS CONTENTS C. COVER 1. PRELIMINARY PLAT 1 OF 2 2. PRELIMINARY PLAT 2 OF 2 3. STREETS, GRADING, AND DRAINAGE SEDIMENT AND EROSION CONTROL 1 OF 2 4. STREETS, GRADING, AND DRAINAGE SEDIMENT AND EROSION CONTROL 2 OF 2 5. PROPOSED WATERMAIN AND SANITARY SEWER EXTENSION PLAN 1 OF 2 6. PROPOSED WATERMAIN AND SANITARY SEWER EXTENSION PLAN 2 OF 2 7. SIGNAGE PLAN 1 OF 2 8. SIGNAGE PLAN 2 OF 2 9. STREET PROFILES 1 OF 2 10. STREET PROFILES 2 OF 2 11. DETAIL DRAWINGS 12. DETAIL DRAWINGS 13. DETAIL DRAWINGS 14. DETAIL DRAWINGS 50' RIGHT OF WAY N 56 \ 6 57 J 65 58 64 59 63 DETENTION POND B SECTION 2 62 OPEN SPACE #1 61 so c9p1*0 �9i 1 llzl (Sp,R "Y/ 2 1 1 1' 4' 1 5' 1 2' 1 26' 1 2' 1 5' SIDEWALK CURB PAVEMENT CURB SID WALK NTS SURFACE: 2" TYPE SF 9.5A ASPHALT BASE: 6" ABC STONE CONSTRUCTION PLANS HUNTERS LAKE CITY OF ELIZABETH CITY, PASQUOTANK COUNTY, NORTH CAROLINA 53 52 51 50 2 49 'J 48 �v� 47 � 46 68 45 / 44 7 / 76 43 42 69 77 41 lip 40 39 7g 38 79 37 80 GGET TRAIL36 NU(50, R/Vt� 70 75 11435 r ! 115 116 71 g1 117 118 119 74 173 120 121 34 �0 122 \\ 73 ���P 82 112 33 QQ� 72 DETENTION m POND A DETENTION 83 � 111 1 124 123 32 O 125 SECTION GT10N 1 � 126 C� PUMP 12 84 STSITE N 128 31 n 92 0, 130 129 91 S % 0140 30 110 90 0 88 87 Ss 85 CROHNS ��E l5� pK 139 138 13 141 29 136 Di 135 134 133 142 94 0, 143 28 g, 95 96 97 98 99 100 145 144 v 146 0 14 27 148 108 107 J06 J05 104 103 102 JO1 n 149 , NUGTRA1� 1501 � 25 26 1 ^ 24 0 23 22 21 / NUGGET TRAIL (50' RM 20 19 18 8 9 10 11 12 13 14 15 16 17 CERTIFICATE OF PRELIMINARY PLAT APPROVAL SITE DATA: 1. OWNER/DEVELOPER: HAP OF ELIZABETH CITY, LLC. P.O. BOX 1100 ELIZABETH CITY, NC 27906 (252) 339-7777 2. TAX MAP # P90-37 PIN # 891303110942 OB 909, PG 254 THIS PROPERTY IS ZONED: R-10 3. TOTAL TRACT. 55.39 AC AREA TO BE SUBDIVIDED: 55.39 AC AREA DEDICATED TO RIGHT-OF-WAY: 8.01 AC OPEN SPACE AREA: 6.01 AC LOT AREA: 41.37 AC TOTAL 55.39 AC 4. TYPICAL BUILDING SETBACK: FRONT YARD = 25' REAR YEAR = 25' SIDE YARD = 7' SIDE YARD (CORNER) = 15' LOT 1 SHALL FACE SAVIN ROAD. LOTS 17, 18, 45, 46, 76, 80, 93, 101, 140, AND 149 SHALL FACE NUGGET TRAIL. LOTS 3, 60. 85, 92, 100, 110, 123, AND 132 SHALL FACE CROHNS DRIVE. LOT 68 SHALL FACE WARREN WAY. LOT 114 SHALL FACE CEDAR POINT CIRCLE. LOTS THAT CONTAIN WETLANDS SHALL OBSERVE WETLAND LIMITS AS REQUIRED SETBACKS. WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS, THE SETBACKS HAVE BEEN INCREASED TO MATCH THE DRAINAGE EASEMENTS. 5. DRAINAGE EASEMENTS ARE AS FOLLOWS: 7' ALONG ALL INTERNAL PROPERTY LINES, 20' ALONG ALL RIGHT-OF-WAY 25' ALONG REAR PROPERTY LINES 15' MINIMUM ALONG EACH SIDE OF PROPERTY LINES ALONG MAJOR DRAINAGE ROUTES (AS SHOWN) 6. SMALLEST OVERALL LOT = 10,000 SF 7. LINEAR FOOTAGE OF PROPOSED STREETS: NUGGET TRAIL 4608.59 LF CROHNS DRIVE 2111.72 LF WARREN WAY 693.24 LF CEDAR POINT CIRCLE 1,407.73 LF TOTAL 6,921.28 LF 8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT PROPERTY LINES. 9. TOTAL NUMBER OF LOTS: 149 + PUMP STATION SITE + OPEN SPACE 10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE" (ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J DATED OCTOBER 5, 2004. 11. TOTAL OPEN SPACE REQUIRED: 149 X 3.2 (3 BEDROOMS) = 476.80 X 108.9 = 51,923.52 SF (1.19 AC) OPEN SPACE PROVIDED: POND AREA - 5.72 AC OPEN SPACE - Q,23 AQ TOTAL 6.01 AC OPEN SPACE FEES TO BE PAID IN LIEU OF DEDICATION TAX VALUE X (AREA REQUIRED/TOTAL AREA OF DEVELOPMENT) = FEES TO $128,700.00 X (1.19 AC/55.39 AC) = S2,765.00 12. Q911II, RQQ$i... PA hfmgAiili!0� 13, DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF SUBSTANTIAL STRUCTURES AND THAT THE REPAIR TO ANY STRUCTURE OR LANDSCAPING IN THE EASEMENT FOLLOWING ACCESS TO FACILITIES BY THE CITY SHALL BE AT THE EXPENSE OF THE OWNER. I HEREBY CERTIFY THAT THE CITY COUNCIL OF THE CITY OF ELIZABETH CITY APPROVED ON THE ____ DAY OF _____ ----- 20__.. THE PRELIMINARY PLAT OF SUBDIVISION AS SHOWN ON THIS PLAT. PRELIMINARY PLAT AFPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE ABOVE DATE OR AS E.`'ABLISHED UNDER THE VESTED RIGHTS PROCEDURES, IF APPLICABLE. PLANNING DIRECTOR DATE CERTIFICATE OF SURVEY AND ACCURACY 1 _£DWARD T. NYAWAN, ✓R. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK -------- PAGE ) (OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK _ _ PAGE THAT THE RATIO OF PRECISION AS CALCULATED IS 1: 1Pi000+ •- THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH BOARD RULES. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS DAY OF A.D., 20_ SEAL OR STAMP OF SURVEYOR — REGISTRATION NUMBER EDWARD T. HYMAN. R. PLAN ENDORSEMENT DRAINAGE DATE WATER_ —_— DATE SEWER DATE E&S -- -- DATE c or����//f Q_ z ll! tL Q O � ) CDr, (, z in fi f m O V bog 00 N 00 � U N Z Q � F M e U 'N^ N R J M 0 E n yy 1� O n o 0 V 0 N 0 U w 44 -n w ' - g Y � O z 0 O U W a 0 w 55; w 0 0 � rn � F e 0 0 ac VICINITY MAP NTS 0:5 Aso SITE DATA: 1. OWNER/DEVELOPER: HAP OF ELIZABETH CITY, LLC. P.O. BOX 1100 ELIZABETH CITY, NC 27906 (252) 339-7777 2. TAX MAP # P90-37 PIN # 891303110942 DB 909, PG 254 THIS PROPERTY IS ZONED: R-10 3. TOTAL TRACT: 55.39 AC AREA TO BE SUBDIVIDED: 55.39 AC AREA DEDICATED TO RIGHT-OF-WAY: 8.01 AC OPEN SPACE AREA: 6.01 AC LOT AREA: 41.37 AC TOTAL 55.39 AC 4. TYPICAL BUILDING SETBACK: FRONT YARD = 25' REAR YEAR = 25' SIDE YARD = 7' SIDE YARD (CORNER) = 15' LOT 1 SHALL FACE SAVIN ROAD. LOTS 17, 18, 45, 46, 76, 80, 93, 101, 140. AND 149 SHALL FACE NUGGET TRAIL. LOTS 3, 60. 85, 92, 100, 110, 123. AND 132 SHALL FACE CROHNS DRIVE. LOT 68 SHALL FACE WARREN WAY. LOT 114 SHALL FACE CEDAR POINT CIRCLE. LOTS THAT CONTAIN WETLANDS SHALL OBSERVE WETLAND N/F / ADRIENNE D. BUNDY D.B. 440. PG. 916 ZONE: R-10 VACANT N/F D.B. 748, PG. 529 KAREN ASHLEY COOPER ZONE:R-10 VACANT LIMITS AS REQUIRED SETBACKS. �� \ WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS, \ THE SETBACKS HAVE BEEN INCREASED TO MATCH THE DRAINAGE EASEMENTS. \ 5. DRAINAGE EASEMENTS ARE AS FOLLOWS: 7' ALONG ALL INTERNAL PROPERTY LINES, 20' ALONG ALL RIGHT-OF-WAY I 25' ALONG REAR PROPERTY LINES \ 15' MINIMUM ALONG EACH SIDE OF PROPERTY LINES ALONG MAJOR DRAINAGE ROUTES (AS SHOWN) 6. SMALLEST OVERALL LOT = 10,000 SF 7. LINEAR FOOTAGE OF PROPOSED STREETS: NUGGET TRAIL 4608.59 LF CROHNS DRIVE 2111.72 LF WARREN WAY 693.24 LF CEDAR POINT CIRCLE 1,407.73 LF TOTAL 6,921.28 LF 8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT PROPERTY LINES. 9. TOTAL NUMBER OF LOTS: 149 + PUMP STATION SITE + OPEN SPACE 10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE" (ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J DATED OCTOBER 5, 2004. 11. TOTAL OPEN SPACE REQUIRED: 149 X 3.2 (3 BEDROOMS) = 476.80 X 108.9 = 51,923.52 SF (1.19 AC) OPEN SPACE PROVIDED: POND AREA - 5.72 AC OPEN SPACE - 0.29 AC TOTAL 6.01 AC OPEN SPACE FEES TO BE PAID IN LIEU OF DEDICATION TAX VALUE X (AREA REQUIRED/TOTAL AREA OF DEVELOPMENT) = FEES TO BE PAID $128.700.00 X (1.19 AC/55.39 AC) = S2,765.00 12. DETENTION PONDS TO BE AERATED. 13. DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF SUBSTANTIAL STRUCTURES AND THAT THE REPAIR TO ANY STRUCTURE OR LANDSCAPING IN THE EASEMENT FOLLONANG ACCESS TO FACILITIES BY THE CITY SHALL BE AT THE EXPENSE OF THE OWNER. LEGEND O CHANGE IN BEARING, PC, PT BOUNDARY - - - - - - - " - - - - 404 WETLAND LIMITS PROPOSED PROPERTY LINE R/W LINE - - PROPERTY EXTENSION - - - - - - - - - BUILDING SETBACK - - - - - - - - - - - - UTILITY/DRAINAGE EASEMENT CITY LIMITS IL WETLAND AREA FLOOD ZONE NON -ENCROACHMENT ZONE i CITY LIMITS N/F M.B. 37, PG. 40 D.B. 854, PG. 860 JAMES C. TATUM AIL 52.87' 56.0'r 3q9' 26 ZONE: R-15 44 i '?5• AGRICULTURAL all,- 35.58 Op' /\-----___ l J o ro I i / •23 U�s3 I lQ a 1 52 ! r'�� e2 p8 1 ! ILI, \. \ - - \\ \ of f 18,102 SF 1 0^ = 12,807 SF l I LA, . (14,081 SF) I N It /(r p,7 51 /'r I r ` ` ` 3742 CITY LIMITS N i \ ,� `, 15 DRAINAGE (nW :1 11,237 - {r O w / 2q 1L p \ 21,798 SF\ j EASEMENT t� / , 50 / (y 42 55 'C� (9,998 SF) �H'- r" 1 15' DRAINAGE t(pr r� > - _ _ I >< � / \ 6. O ' - L EASEMENT ! I M ^' 11, 173 SF I `v '� I / \ 8$5$, 32,286 SF _ _ _ _ _ _ _ _ - J to l 14, / �.� (20,540 SF) \ \ \�, `'�-- - - - - ��� I I ro I O v / ram` " \ 25' FRONT - _ _ 'I5' DRAINAGE / "' 10,935 SF \\SETBACK ��� i, - C9 C70 - _ -I LEASEMENT �/ �M a 48 I 1p2p$. 8200' - J I 15' DRAINAGE ! 10, 662 SF C8 - - - C. EASEMENT / I "' r� 47 \ 1 50.Op U \ \ \ 82.0 - / r/ & ' LL25' REAR SETBACK/-7 .dr, \ 56 \ \ S3Y 0 20' D J (, Itn f0,408 9" / r DRAINAGE EASEMENT w r Q r 15'36»W RAINAGf _ ! / h r 84.4$, (19,550 \ \ \ \ \ / F,�� ` G50 C51 ?7� _ 82.00' & UnUTY BgSEMENl (TYP �� / 11, 796 SF I !,� ry r 74 - - 38y.09 2.00, - - J 20' CORNER _ - _ - rn F- - _ L ` SETBACK N C \\9 \\ \, �\,�1 -��N 1 68 T N 54.091 _ -��` / +n rn� l 45 • "V `�9+� ^7`•l I G 5 10 S 37' C71 - - J 2 / 10,000 SF l O • •Q6• F\ T SIDE J N I 10, 000 SF l r 15,36" _ Cl2 - / 20' CORNER ry ' • \ \ SETBACK / ' 1)' • [" Ckg tyP / �\ 67 I r.i 20' CORNER I 1 - 8 W C, 10, 00 SF �' 1, SETBACK o - - - 000' 14� 'S /��SETBACK J� O I w /P P \\'`�O ���E,r; j / / �cA\ 10, 000 SF f A1� �g I 10'x70' NCDOi'1 1� Zp DRAINAGe & 259.47'r EP / 15' DRAINAGE r.8>;_ J r o I SITE TRIANGLE / U 80, ` E" (EL 9) i. f 57 \ '` y' EASEMENT I l u EASEM 0p 1 A 'F1�60 BEM C �� m \ / l / 66 �- ,l I N 76 I / s ENT-(Typ 44.37• - - ZONE X" n O \ �'rti 10, 000 SF ' i w or N M I /0 of/ &r lv' I �" _ - C6 �" �rA� to 24, 383 SF \ �� J�. �,{+� \ �- 0 m 1 1 N `8 77 pc - _ 6 -•w.l' - 95_�DRAINeGE _/ (19, 421 SF) �' �? qy, ^ 6� l W m I 69 I 3/ o 1 ',� O I 7 - C6 55.$1, " W EASEMENT _ ,J "S\ / 03.50 A6" N .h /w !� 10, 137 sF al / r - _ 2 - - \ S p0' I tO, 000 51 20' CORNER .l 78 3 / /'�- _ C16 '.? I!' Iv \ \ /, O 2P / / 68' I ' r� h !�=ECo 0 TBACK"r - `• / O I10'x70' NCDOT S ' 4� I 79 �P / \ \/ /1`L 25' REAR � J �l � \ /' O"1 65 ,�•$'��Op SETBACK/ N^4 \ ! r 2 ! _ !15' DRAINAGE / co ry I 10, 180 SF SITE TRIANGLE 4 3$4j :36" /� DRAINAGE r\/ 2�9Cl h 80,50' EASEMENT `l /LN O / `_3 W 10, 000 SF EASEMENT / >Z> t'\j 1 O J C JyYf 2 ��nb 80 1 25' FRONT r M r: -L4 \ / Q, :o / \ h N 1 •5,0� 80,pp• 15' DRAINAGE 10, OOD SF 2E REAR \ 1 S� SETBACK / h / r _ , SETBACK/ ' ^ \ <S\ / �10 ' 0'� h0 70 ! ' 1 E=SEMENT /2 l .. - - C7g DRAINAGE 58 / ' ' / �2 p^' 00 •.Vy / ON31 8p•p0, �ETBACK ER EASEMENT , �• W b `00' / 10, 000 SF 1 co r l 75 ! 79'0g" I 21,J21 SF l' ^ / \ / /i U O I 138.? 80.0 ry 10, 000 SF / h - _ I (16,305 SF) / r Ur 1 / % \ /, O`O , `\ J2, 003 SF 25' REAR 2' 0' �! h ' / 20' CORNER / m 1�- I r , EA DRAINAGE / m o DRAINAGE AGE EASEMENT ACK/3 A, 3$• r' / I/ f15 3 I S\ \ EASEMENT /J I �?/ 4, 36» 3 ` SETBACK L' / ' l 10, 000 SF l O h� 00 / ZQQ' /' ' S 41. \ [ �' W / J., 1E 'v /w '1'3b` J0,000 0�O // N, �C t�I h / �,� ro y. /\ ��Q �� lE DRAINAGE I o '� ! 1Q F- _ 6'$8 , , r` p ti• / 25' NON•T 8>• o a rn 81 / r n' / EASEMENT -�I I •i -L73. "-E`- "� y�1 �' / h ^ / 71 "� 1/ SETBACK \ \ R; / O v = Co n"' ' - z �' r _4T y / / O 1, h �' 10,000 SF l ' °i r r l O H C- - - - 15, 116.4as / 10, 000 SF //, 1 l 713 / M -EA! /15' DRAINAGE 1 / f2, 898 SF EASEMENT /, l 10,000 SF 86.ip' t n o 2• 15' DRAINAGE p' F. L ( r \ C4` h� ,' \ EASEMENT ?K' ,IOP 25' REAR h 1 r /` `25' FRONT/ 92.1 n • • ' ' I 1S "A"� / ' y / DRTABINAGE EASEMENT o N ?9• 46„ r n, 1 C m a . 24.495 SF r r r I m 00• F\/ ' wP tiry q0' 1 / \ '\ 00/�000 / r 1 30' E V SETBACK I m ( Al O t�•. ,( r 14.15' 1� �b^^ m i'J (10,236 SF) 63 1 vi ro h^ L / R�iu %� _ ' I �Zl w- J 'q • � L I 10, 000 SF ^ DETENTION POND B rV1O �~ I/ / 2 r ^ n M ' L _ I w' SECTION 2 9S' / �' < 73 \ \ \ ^ /EASEMENT DRAINAGE J • ' r -� 42,979.82 SF I I a6 0 'S 22 TS43 W 0.99 AC �PV •� / { , /\ \ 10, 150 SF Y ryp. 82 712 L` �It i m rn r--120..00_ _ :o P O �O \�' !/ ti ` I i o^ n , I I N 1 fa R �22`3 eh J2061 sF I U 1 aoo sF j r i y . h0 ,hq \\Q• e ^0' J 25' REAR �'' N 1Z7.6.4'- - - w� r I 62 1 25' REAR ' rVOh' 2 V O,. 9Y, / �R� , 1 SETBACK/ o , I-" `r SETBACK/ ' " e• Cj". / �' / O v, 1 i , DRAINAGE "? v / f -EASEMENT 10, 000 SF DRAINAGE EASEMENT ' Q� �yti �P, / 72 I� rn I \ , 11 mo Y I r ^ ^ i I 10'x70' NCDOT J N QQ ro OP' 10,329 SF p^ 19++�'3"-E , `-'� 20� OPEN SPACE /1 I m ,n •- i SITE TRIANGLE/ 8 gi4p r ___ _. ._-�.. \.,,\ 1 `tip ' J n � a I 12,790 SF io rn ^ I h �\ Sg0 829» 0 ry, _ _ / / 00 iy3'Z3 r m N 1 E' , w n ' I 0.29 AC 1 ' ' �,�,' / \ F\,, r h'O\. �i y �, �T SIDE _ 1 1 r,! `SETBACK , p ,1 111 y ___.--J� ' \\ 13je9 ' Ohy 14S93 �t�\ / h0 N, 83 �' A� Vy \1 10, 000 SF 5'-NON INGRESS/EGRESS BUFFER / 6f / n >�4g• O DETENTION POND B f _S'2Y23' "'w' �r _ G ... ......,_ L. \ _ SECTION 1 > , 10, 000 SF 1 , 1 Z+ i,,m , N 2273745- E 5- - - - - - - H965 - 'v1.y 5' NON INGRESS/EGRESS C44 BUFFER r1 ^ ' 20' CORNER rI SETBACK / n I � � I 19,000,0 ---� 10'x70' NCDOT I L SITE TRIANGLE N22'23'45"E ! 204.1T } I N/F TERRY COOPER & MARIANNE COOPER 1194P e p Aso, I\ 16,070 SF -\ t- Ro '1 o- I W ` \ I SETBACK � I SETBACK I I r w VRIYLRJ `1 \ - `J � � 1 ISETBACK I It SF I N �g>\ s 4a - J L J J L J L J L -A I 6- 3o F clyy,, 10,000 SF i L 7' SIDE SETBACK ' D.B. $88, PG. 339 L i rn rn , \ 08�9\ - ---- ----- ----- ---- -- I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ifl ZONE: R-15 _ 120' CORNER / �M ^• r,r I� 20' DRAINAGE &UTILITY EA MENT (TYP) DEVELOPED - J 9 3' [_SETBAC_�/ 1v /'/ \\\ �66•IY10881 C74 83.33' 83.33' 83.33' 80.63' 43.24' 3 Cl 2� DRp1NAG 79.1G, r h , / \ N18'57'49"E - 377.75' g333' N3000'4q E 79.10' r �� h i / 93 3 (3p ter§45 - "' L - 158.21' v I 10,761 SF/ / o I ' ' 100005 I mot\ ^ 1 _ r 20' CORNER / /,:,n row^` Cl DD - ^ _ " .�'1 r 15' DRAINAGE ;r 1 ao SETBACK ro h S 18'57'49" W 420.87' 3 EASEMENT ' rn ' / / h ro \ C101 10k70' N000T` © ` c� (- _ / - - 26.50' 85.00' 85.00' 85.00' 85.00' 54:39' �C y o 1 O i a �25 f53'i8"�j1-/ 2 / \ 1 - - _ _ 20' DRAINAGE & LITY EASEMENT (TYP) 1 SITE TRIANGLE 1. ° JOOOO SF "'! 12,905 SF 1LlS.gg'- 94 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 132 Nib -AEASEMEN AGE o `N/F a %- r-----------I -=l� �p I TERRY COOPER & MARIANNE COOPER iv 1 - J ' I ` m 11,225 SF )s I B SETBACK ` m afl \ , i•• 25' FRONT 1O� SF D.B. 392, PG. 313 o L-- „-E- , 15' DRAINAGE I 1 \ rn k�`20' CORNER\ `y- ZONE: R-15 ^ t,T-i$£9'69 1 ra` EASEMENT I rn• ry� 95 96 F�,', c�1 97 I = o I 98 11t^, c�1 99 h, d 100 1 O N o A SETBACK J g3.3 r- DEVELOPED _ _ t531II' - - - -1 ' ,' 109 1 N \ i�o' ai O I� O �b d O I Io I O Vri d f0,200 SF �b O 1�,� Z o' y \ 1 ' 126 W *- r -" , , \ 6, 11,269 SF J0,200 SF 10,200 SF ry 10,200 SF 10,290 SF 1 1 ` 11, Of SF 1 \ ryry r� 25' REAR rryy °' > 'O w y �-'' S 0676 n a N' \ 7' SIDE `l `l /1; ^ = I SETBACK/ `l r:w O �' it , 63.33 I ry I , m p, \ ` y, \ / ! SETBACK r I 115' DRAINAGE) I Z I 15' DRAINAGE I DRAINAGE I 20' CORNER - -1- S EASEMENT SETBACK N, ?A r^ 98 ' 1 / 9• EASEMENT f 5 r o L-- EASEMENT 5 Q I O � ------J L-----J L----J --J L - J L---- s44 v# I C7 I 13921 SFCr ' r \ /�'S° / /\ O3, `A3• �y �` , G ` 1 Z I % v ` ,�y5' \ 21.69' S 18'57'49" W 105.78' 85.00" 85.00' 85.00" 85.00' 55.71' S 051 20' CORNER ort 148 c, t ;� (p, 91' r 1rm (9 p y j N/F m i �` a � / \ 71.28' 85.00' 85.00' 85.00' 85.00' 85.00' 26.89' 45. , m a ?n r SETBACK 1' ° 10,000 SF b ^3 Q JACK A. COOPER & JOAN D. COOPER ))� 15' DR, � D.B. 576, PG. 408 I" i �O'� • i p G O 4 0 b EASEME ZONE: R-15 0 �i'� U%9% \ wG 11,803 SF ,4/, /-----� r-----, r-----, r------1 I------, r-----� r ` �� o IO, 000 SF P. `^1 7' SIDE DEVELOPED i \• �TF•\\ { / I I i,r I I L� I I o ^' 1 tr11 SETBACK - I ^ ` 10 �' 106 10 104 10 f02 101 1 0, 10'x70' NiDOT,- \ G+ F9S \ ` `,.� �` \ -' SITE TRIANGLE) t' 0 1 O > •F Fy \ \ err 10, 892 SF ! r�� 10,200 SF �[.i r�� 10,200 SF ( 10,200 SF '1'r l 10,200 SF I[v 10,200 SF I.r�•r 10,286 SF I _ 83 33 SETBACK�18,582 SF / / // /�\ �i Off, C`96 FNI �r P \ \/E� / I� `1 vb `1 I� N 25' FRONT 'r, !�o 7' SIDE SETBACK CORNER - - `l SETBACK SETBACK ` 5g 45' I ( I r I In I r I N If f I z DRAINAGE EASEMENT / / / / \ .f' _ _ _ _ _ _ I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - I / F ---- L-----� L-----J L J L-- J------J -----�' ma�cc'�.. /� \•SF 20' DRAINAGE & TILITY EASEMENT (TYP) SETBAC3 I •5^ .j/ 7' SIDE F C95 39.77' 85.00' 85.00' 85.00, 85.00' 85.00' C94 K NT C'3 N18'5T49"E _ 481.58' 1 ////// // // \\`�s NUGGET TRAIL(50'R/Wj A 59 45, � .� 1 -A N/F / / O 25' FRONT \ C•TS '` - � , -A O , D.B. 621, PG. 369 / 26,972 SF / / SETBACK �' N 183T49" E 481.58' C , /9 KATHRYN K. WEST & SAMUEL J. WEST r !! / / \ C34 C32 1 . ^A ZONE: RMH-CUD ' Y / / / \ - 83.33' 83.33' 83.33' 83.33' 83.33' 56.96' C33 - _ \' , ,,. �� ,,1 10000 ,SF I DEVELOPED I / - _ _ _ 20_ D AINAGE & UTILITY EASE ENT (TYP) _ _ _ _ _ 4 - _ _ -� ••t•3b, m1 16 `cw, , 4 _ _ _ _ _ _ 10 000 SF ,3 FLOOD ZONE A 01 9) -, 1 a\ ' 6 ` �1 6 ` �I I3 -t-.._ - -__� I -_.. - 6 I I 3 I 1 � 1 u+" T. rtOn�, w, 20' CORNER` o I / / 19, 149 SF /a1' ,�, O 1 ^l f0 I- d 11 1r ci �"'�• _ ""�� O II o O O �N w� o N N JSETB� i 1r rV q d q t q 15 0 17 1 c>. w c N _ 3• 12,873 SF f� a 10, 000 SF Ib rdryy 10,000 SF rdryy 110, 000 SF cdcyy 10, 000 SF (!o rdryy f4 �!o rd� I Io N I 10, 000 SF �' j1 w N, 0� ' I / / 25' REAR / / `1 `lj `l `l 10, 000 SF ' I 10, 000 SF 10, SETBACK/ / / JJ; Z 15' DRAINAGE 20' CORNER �r , l` 4. Z6'28 DRAINAGE EASEMENT / / / I I IL I I I15' DRAINAGE) I I EASEMENT 1 SETBACK. �� yr Np5' -- - - - EASEMENT 65.72' 146.09' 114.53' 96. 83.33' 1 83.33- = 3.33' -�3.av -- 83.33' 8,29' L1 - I- N78 7'49"E 94 .75' ` _ ..^ N/F 1 \ I I BRIARWOOD SECTION "A" I I ( �,,., I 105 P.B. 4, PG. 15 \ ZONED: R-10 I I ( DEVELOPED SUBDIVISION I I I I I I I 104 15 I 16 17 I 18 I 19 I 97 I 98 I 99 I 100 I ,101 I 102 (TO BE DER ROADWAYDICATED 1 I \ \ \ 1 4 D I I I I I I I I I I EXTENSION) I 2 I 13 3 I 12 CURVE TABLE CURVE DELTA RADIUS TANGENT ARC CHORD BEARING CHORD DISTANCE Cl 90'00'02" 25.00' 25.00' 39.27' S6723'45"W 35.36' C2 90'00'00" 25.00' 25.00' 39.27' S22'36'15"E 35.36' C3 6'03'13" 390.00' 20.62' 41.21' N64'34'39"W 41.19' C4 13*26'16" 390.00' 45.94' 91.47' N54'49'54"W 91.26' C5 11'46'25" 390.00' 40.21' 80.14' N42'13'34"W 80.00' C6 11'46'25" 390.00' 40.21' 80.14' N30'27'09"W 80.00, C7 13"19'18" 390.00' 45.54' 90.68' N17'54'17"W 90.47' C8 15'40'50" 390.00' 53.70' 106.73' NO3-24'13"W 106.40' C9 15'3040" 390.00' 53.12' 105.58' N12-11'32"E 105.26' C70 11*18'44" 390.00' 38.63' 77.00' N25'36'14"E 76.88' C71 1-33'35" 1025.00' 13.95' 27.90' N32'02'24"E 7.90' C12 2'52'24" 1025.00' 2&71' 51.40' N34'15'24"E 51.40' C13 90'00'00" 25.00' 25.00' 39.27' S09'18'24"E 35.36' C14 90'00'00" 25.00' 25.00' 39.27' S80'41'36"W 35.36' C15 O'13'53" 975.00' 1.97' 3.94' S35'34'39"W 3.94' C16 5*31'11" 975.00' 47.00' 93.93' S32'42'07"W 93.89' C17 4*46'13' 975.00' 40.61' 81.17' S27'33'25"W 81.15' C18 6'39'45" 255.00' 14.84' 29.65' N28'30'11"E 29.64' C19 14*07*04" 255.00' 31.58' 62.83' N38'53'35"E 62.67' C20 14'38'41" 255.00' 32.77' 65,18' N53'16'28"E 65.00' C21 14'38'411. 255.00' 32.77' 65.18' N67'55'08"E 65.00' C22 14*38*41" 255.00' 32.77' 65.18' N82'33'49"E 65.00' C23 1438'41" 255.00' 32.77' 65.18' S82'47'30"E 65.00' C24 11'37'00" 255.00' 25.94' 51.70' S6939'40"E 51.61' C25 11'20'01" 255.00' 25.30' 50.44' S58'11'09"E 50.36' C26 14'28'29" 255.00' 32.38' 64.42' S45'16'54"E 64.25' C27 14'33'31" 255.00' 32.57' 64.79' S30'45'54"E 64.62' C28 14'28'29" 255.00' 32.38' 64.42' Si 6*14'54"E 64.25' C29 14'27'07" 255.00' 32.33' 64.32' SOI'47'06"E 64.15' C30 89'59'59" 25.00' 25.00' 39.27' N39'33'32"W 35.36' C31 90'00'00" 25.00' 25.00' 39.27' N50'26'28"E 35.36' C32 8'44'45" 255.00' 19.50' 38.92' S09'48'50"W 38.89' C33 4'4636" 255.00' 10.64' 21.26' Si 634'31"W 21.25 C34 13'1536" 255.00' 29.64' 59.01' S25'35'37"W 58.88' C35 15'09'23" 255.00' 33.93' 67.45' S39'48'06"W 67.26' C36 14'3135" 255.00' 32.50' 64.65' S54'38'35"W 64.48' C37 143135" 25&00' 32.50' 64.65' S69'10'10"W 64.48' C38 1431'35" 255.607 32.50' 64.65' S83'41'46"W 64.48' C39 14'31'35" 255.00' 32.50' 64.65' N81'46'39"W 64.48' C40 14'31'35" 255,00' 32,50' 64.65' N67'15'04"W 64.48' C41 2'03'54" 25&00' 4.60' 9.19' N58'57'19"W 9.19' C42 7356'09" 25.00' 18.82' 32.26' N85'06'34"E 30.07' C43 8'52'03" 205.00' 15.901 31.73' N4342'28"E 31.70' C44 16'52'41" 205.00' 30.41' 60.39' N30'50'05"E 60.17' C45 90'00'00" 25.00' 25.00' 39.27' N2236'15"W 35.36' C46 10'04'49" 340.00' 29.99' 59.82' N62'33'51"W 59.74' C47 17'19'27" 340.00' 51.80' 102.80' N48'51'43"W 102.41' C48 18'14'31" 340.00' 54.59' 108.25' N31'04'44"W 107.79' C49 18'14'31" 340.00' 54.59' 108.25' N12'50'13"W 107.79' C50 18*14*29" 340.00' 54.58' 108.25' N05'24'17"E 107.79' C51 16'44'05" 340.00' 50.01' 99.31' N22-53.34"E 98.95' C52 90'13'33" 25.00' 25.10' 39.37' N76'22'22"E 3&42' C53 4'23'48" 205.00' 7.87' 15.73' S56'18'57"E 15.73' C54 18'43'02" 205.00' 33.79' 66.97' S44'45'32"E 66.67' C55 11'21'21" 255.00' 25.35' 50.54' N41'04'42"W 50.46' C56 11-10'00" 255.00' 24.93' 49.70' N52'20'22"W 49.62' C57 106'03'51" 25.00' 33.21' 46.28' S0453'26"E 39.95' C58 10'50'51" 255.00' 24.21' 48.28' N42'43'04"E 4&21' C59 37'33'03" 25.00' 8.50' 16.38' S56'04'10"W 16.09' C60 3733'03" 25.00' 8.50' 16.38' N86'22'47"W 16.09' C61 9'58'05" 205.00' 17.88' 35.67' N52'56'19"W 35.62' C62 12'33'16" 205.00' 22.55' 44.92' N41'40'39"W 44.83' C63 13'31'13" 255.00' 30.23' 60.17' S42'09'38"E 60.03' C64 9'35'37" 255.00' 21.40' 42.70' S53'43'03"E 42.65' C65 89'46'27" 25.00' 24.90' 39.17' N '3 "W 3 ' C66 2'05'39" 975.00' 17.82' 35.64' N3218'26"E 35.63' C67 2'20'21" 975.00' 19.91' 39.80' N34'31'25"E 39.80' C68 90'00'00" 25.00' 25.00' 39.27' N80'41'36"E 35.36' C69 610'50" 255.00' 13.77' 27.51' N57'23'49"W 27.49' C70 18'31'23" 255.00' 41.58' 82.44' N69'44'56"W 82.08' C71 5'32'55" 255.00' 12.36' 24.69' N81'47'05"W 24.68' C72 97'31'00" 25.00' 28.52' 42.55' S35'48'03"E 37.60' C73 6'00'22" 205.00' 10.75' 21.49' S15'57'38"W 21.48' C74 29.10'40" 205.00' 53.36' 104.40' S33'33'09"W 103.27' C75 7356'09" 25.00' 18,82' 32.26 SBY06'34"W 30.07' C76 3015'08" 205.00' 55.41' 108,24' N69'25'58"W 106.99' C77 90100'00" 25,00, 25,00' 39.27' N09'18'24"W 35.36' C78 1'26'04" 1025.00' 12.83' 25.66' S34'58'34"W 25.66' C79 4'32'51" 1025.00' 40.70' 81.36' S31'59'06"W 81.33' C80 4'32'22" 1025.00' 40.63' 81.21' S2726'30"W 81.19' C81 11'42'28" 205.00' 21.02' 41.89' N31'01'33"E 41.82' C82 49'38'06" 205.00' 94.80' 177.59' N61'41'50"E 172.09' C83 5-37'27" 205.20 10.07' 20.12' N891936"E 20.11' C84 24'00'30" 205.00' 43.59 85.90' S75'51'25"E 85.27' C85 69'17'37" 25.00' 17.28' 30.24' S29'12'21"E 28.43' C86 90'00'00" 25.00' 2&00' 39.27' S50'26'28"W 35.36' C87 90'00'00" 25.00' 25.001 39.27' N39'33'32"W 35.36' C88 11 '42'23" 25.00' 6.18' 48.30' N6 -47' "E 41. 3' C89 41'46'56" 205.00' 78.25' 149.49' S42'57'42"E 146.20' C90 27-07'29" 205.00' 49.45' 97.05' S08'30'29"E 96.15' C91 0'23'12" 205.00' 0.69' 1.38' SO514'51"W 1.38' C92 90'00'00" 25.00' 25.00' 39.27' S50'26'28"W 35.36' C93 90'00'00" 25.00' 25.00' 39.27' S39'33'32"E 35.36' C94 13'31'21" 205.00' 24.30' 48.38' S12'12'08"W 48.27' C95 20'20'22" 205.00' 36.77' 72.77' S29'08'00"W 72.39' C96 3912'10" 205.00' 73.00' 140.26" S58'54'16"W 137.54' C97 36'32'55" 205.00' 67.70' 130.77' N83'13'12"W 128.56' C98 7-01'22" 205.00' 12.58' 25.13' N61'26'03"W 25.11' C99 106'03'51" 25.00' 33.21' 46.28' N0453'26"W 39.95' C100 17.14'29" 255.00' 38.66' 76.73' S39'31'15"W 76.44' C101 11'56'12" 255.00' 26.66' S3.12' S24'55'S5"W 53.03' C102 76-28'39" 25.00' 19.70' 33.37' 1 N57'12'08"E 1 30.9E LINE TABLE LINE BEARING DISTANCE Li N22'23'45"E 30.00' L2 S18'03'24"W 108.94' L3 S2839'56"W 79.26' L4 Stt'31'11"W 55.02' L5 S02'50'17"E 32.93' L6 S00'47'01"E 47.80' L7 S2119'23"W 38.98' L8 N09'42'19"E 43.91' L9 S23'02'14"W 13.35' L10 S31'29'09"W 7.90' L11 N09'42'19"E 11.11' L12 N18'57'49"E 13.12' L13 S70'02'44"E 5.92' L14 S35'41'36"W 19.78' L15 S25'10'19"W 4.16' Lib N63'51'1 "W 17. 1' L17 N63'51'10"W 19.49' L18 N05-26'28"E 0.86' L19 N05'26'28"E 10.84' L20 N18'57'49"E 7.96' L21 S31*15'36"W 22.62' L22 N57'55'22"W 40.89' L23 S35'41'36"W 19.78' L24 N1857'49"E 3.88' L25 N48'08'29"E 5.95' L26 S2510'19"W 1.68' L27 N63'51'10"W 18.33' L28 58433'32"E 3.55' L29 N63'51'10"W 19.35' L30 S48'08'29"W 16.94' L31 N05-26'28"E 10.84' ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP OF THE HOMEOWNERS ASSOCIATION AND THE MAINTENANCE OF THE DETENTION PONDS IS THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION •�Ii11 Pi,\V• EDWARD T. HYMAN. JR. GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. N � 00^ , _.. O 00 N U . r7 � U,Nn N 0 >r o J Y U N M 0 o o E n z � a W a o O r0 0 U O z���` O^�',� �Z WL J Y � � r Z z w o 0 U w a 0 w ^ 0 0 R, A 0 x VICINITY MAP NTS .5 ASO SITE DATA: 1. OWNER/OEVELOPER: HAP OF ELIZABETH CITY, L-C. P.O. BOX 1100 ELIZABETH CITY, NC 27906 (252) 339-7777 2. TAX MAP # P90-37 PIN # 891303110942 DB 909. PG 254 THIS PROPERTY IS ZONED: R-10 3. TOTAL TRACT: 55.39 AC AREA TO BE SUBDIVIDED: 55.39 AC AREA DEDICATED TO RIGHT-OF-WAY: 8.01 AC OPEN SPACE AREA: 6.01 AC LOT AREA- 41.37 AC TOTAL 55.39 AC 4. TYPICAL BUILDING SETBACK: FRONT YARD = 25' REAR YEAR = 25' SIDE YARD = 7' SIDE YARD (CORNER) = 15' LOT 1 SHALL FACE SAVIN ROAD. LOTS 17, 18, 45, 46, 76, 80, 93, 101, 140, AND 149 SHALL FACE NUGGET TRAIL. LOTS 3, 60, 85, 92. 100, 110, 123, AND 132 SHALL FACE CROHNS DRIVE. LOT 68 SHALL FACE WARREN WAY, LOT 114 SHALL FACE CEDAR POINT CIRCLE. LOTS THAT CONTAIN WETLANDS SHALL OBSERVE WETLAND LIMITS AS REQUIRED SETBACKS. WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS, THE SETBACKS HAVE BEEN INCREASED TO MATCH THE DRAINAGE EASEMENTS. 5. DRAINAGE EASEMENTS ARE AS FOLLOWS: 7' ALONG ALL INTERNAL PROPERTY LINES, 20' ALONG ALL RIGHT-OF-WAY 25' ALONG REAR PROPERTY LINES 15' MINIMUM ALONG EACH SIDE OF PROPERTY LINES ALONG MAJOR DRAINAGE ROUTES (AS SHOWN) 6. SMALLEST OVERALL LOT = 10,000 SF 7. LINEAR FOOTAGE OF PROPOSED STREETS: NUGGET TRAIL 4608.59 LF CROHNS DRIVE 2111.72 LF WARREN WAY 693.24 LF CEDAR POINT CIRCLE 11,407.73 F TOTAL 6,921.28 LF 8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT PROPERTY LINES. 9. TOTAL NUMBER OF LOTS: 149 + PUMP STATION SITE + OPEN SPACE 10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE" (ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J DATED OCTOBER 5, 2004. 11. TOTAL OPEN SPACE REQUIRED: 149 X 3.2 (3 BEDROOMS) = 476.80 X 108.9 = 51,923.52 SF (1.19 AC) OPEN SPACE PROVIDED: POND AREA - 5.72 AC OPEN SPACE _ q,29 ACC TOTAL 6.01 AC OPEN SPACE FEES TO BE PAID IN LIEU OF DEDICATION TAX VALUE X (AREA REQUIRED/TOTAL AREA OF DEVELOPMENT) = FEES TO BE PAID $128,700.00 X (1.19 AC/55.39 AC) = $2,765.00 12. DETENTION PONDS TO BE AERATED. 13. DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF SUBSTANTIAL STRUCTURES AND THAT THE REPAIR TO ANY STRUCTURE OR LANDSCAPING IN THE EASEMENT FOLLOWING ACCESS TO FACILITIES BY THE CITY SHALL BE AT THE EXPENSE OF THE OWNER. LEGEND ® CHANGE IN BEARING, PC, PT BOUNDARY - " - " - - - " - 404 WETLAND LIMITS PROPOSED PROPERTY LINE R/W LINE PROPERTY EXTENSION - - - - - - - - - BUILDING SETBACK - - - - - - - - - - - - UTILITY/DRAINAGE EASEMENT CITY LIMITS IL WETLAND AREA " -_-. -- FLOOD ZONE NON -ENCROACHMENT ZONE CITY LIMITS O'{`r 1p225 W,, 662 SF II r W 25' REAR SETBACK/� J to 4oB sF(O DRAINAGE EASEMENT/ Ll 'c]� 46 S6tMENT (TIP _ 11, 796 SF 00' _j 20' CORNER `r 54.09- _ `L ` SETBACK Cy ` l 1 NT (TYP). 4- C66 C8 79 �10'x70' NCD07 _ I h 70,180 SF 1`� 2 IN ;� SITE TRIANGLE i 80 / J I 15' DRAINAGE6 L EASEMENT 12 ) 10, 000 SF l /I _ J '20' CORNER JS:ETBACK c 18.22' 00.00' I '37.2Ir N 35.E / Fi mry `t N 10,000 SF /15' DRAINAGE `EASEENT J N y9 30 46" E U 114,75E r /15' DRAINAGE_, , r EASEMENT 1' r r o m \ 12,061 SF Ir � I, 11 1 T SIDE N o J/J t` N! y `SETBACK 83 0 10, 000 n N 112.ODi'1 r = I"' W r 7 w � , r�N N m , O B4 , ' 10, 000 Sf' in 25' REAR `D SETBACK/ \ DRAINAGE r EASEMENT 1 _ - -F14 N13'I5'40 86 �_ vI 85 1, o �� dq 10, 000 SF I�6nI c�ylJ 10,000 SF 1 CORNER In I I20 '�\1 I -J L - - - - - - I L--_-, _ITY EA MENT (TYP) - - - - - - - - - _ 1P G 60.63E 43.24E ­E73 377.75' iEMENT (TYP) 9B �� 2200 SF 15' DRAINAGE F EASEMENT -- - -J f0 L 10,200 I L - - - - - J LITY EASEMENT (TYP) 85.00' 481.58' 1 N/F M.B. 37, PG. 40 D.B. 854, PG. 860 JAMES C. TATUM ' 84,gS 2� ZONE: R-15 ' AGRICULTURAL r� o \ 74.79• > 45 � /'82.88E S l 10,000 SF / 44 83.33' 1 ' 20' CORNER r - - _ 83.38 10,000 SF SETBACK _� I w t"`t�15' DRAtNN�E f - - _ � 82.39E L \ .i E„ (EL 9) I 1n 1 EASEMENT II w I -1 r - _ 0.98 FLY ZONE I �a o I 43 I a a 1 I I - l 1 -_ s4.ls `FLOOD.ZONE "X" �rA1- 10, 000 SF rn o I 42 E. I ` 91.99-- /-CITY LIMITS 36. `15'�DRAIN�GEJ I Id' 10,000 SF 4 qq 41 {,� 115' DRAINAGE i 96.83E 5657, W EASEMENT J I75' DRAINAGE � I �� tl 10, 000 SF F�� qq� 40 E EASEMENT CASEMENT 1 I°n �!:r tl O 'v j �I m I 1' _ 120.97E Cl6 - - � _J I 15' DRAINAGE 25' FRONT ira 39 I , _ L EASEMENT I 10, 000 SF '' '� a o I 38 �" -7 !' _ _ _ _ J SETBACK i �' '''� 10, 000 SF I f b' Q 1 / _ _ 120.16E Sq� Ci 7 - - - - - J L _..- _ _ h7' SIDE I f0,000 SF 1 cyd 37 b // ` cd �536" N, 83.33E 83.33E - J L SETBACK Ji "' 1�15' DRAINAGE' I 10, 000 SF { / // 1 25' REAR _ 1 1 _ _ L EASEMENT/�o (SETBACK/ C78 S25'10'19,W 83,37E - _ I /a 36 / �'c. / DRAINAGE EASEMENT I ' c7g NUGGET TRAIL (50' R/�/) r 386,9T 84.1T 48.61E J \ /*' / 14,191 SF 7 (l6°0o� I �.Aryryl� C80 L 6 C1g ` \ / SETBACK FRONT SF 1 N ryW _ _ 87.04' S 25-10'19" µr C19 ` C \ f NER rn ^!��� 20 DRAIN GE & UTILITY r 84.68E \\\ // 22,737 SF o , _ EASEMENT r 386, 97' 10,000 SF I'� rn 116 I r�'- - - _)_ _ 83.57E 15' DRAINAGE I p 10,000 SF 11 _ 44'18' l EASEMENT ro I rn © I - - - _ _ - - - C8/ I - � z � � 10,0005F �*q 118 I 1,l r--- 1 ry �15' DRAINAGE '��y B 1 , �- _ L _ EASEMENT I b a 10, 000 Sf- 4� 11B y \ - ACK ,� I ry cp� 120 I 3 I 1 O� �,y / / 25' REAR I ss.10 L _ _ _ _ J� i a a 10,000 SF 'C d O I " I 121 \` , 9G \ / / / / DRTABI AGE I / L _ IZ ;a 10, 000 SF 1 v O \ / 34 EASEMENT I 92.00E �7' SIDE '-I �a o I I�r • 1 \ ` O• m J L _ SETBACK 1z 15' DRAINAGE 1 v "' f0, 000 SF i v _ry \` O� ? �� \ 17,917 SF I 87.05E (EASEMENT fO ��•^Y \ .N7 J h N2674 85.85' J L _ _ Z K15' DRAINAGE�ri a 22 \ `4'y �% �\ 28"E _ 84.69E _jL _EASEMENT J1z 1 11,492 SF i \\ G C'N� v\\ / SS` - - / n' cd 752.15E 80.00E I N 25' REAR 50 5` SETBACK/ m o ' , 11,927 SF DRAINAGE EASEMENT DRAINAGE '+ m �J J Z DETENTION POND A g3.40 ,Z '1 EASEMENT 102,859.73 SF -' r L 2.36 AC 85,p3 _ o ' 14'31'50" W N F r 20' CORNER Iv P --127.84E M.B. 37/PG. 40 847 8503E-';h SETBACK ' _ D.B. 854, PG. 860 1 , 12 I .r r rc`EASEMENT JAMESZONRC. T15 M i 2tu p?� p3' �1 I v 1 SFr I I - AGRICULTURAL . i p0 opp 8 5 1 ..'EASEMENT G��y, 24 ' `�", 10 z7OON 32 y: 628" W g503' ,,Tc' I , ,� Q N Wt f0, d00 SF P SITE TRIANGLE r� 10,000 SF 5 OS 2 w 85.03E Aw, \ 0, 000 SF CITY LIMITS 126 1 \ w 25' FRONT J 'ON , o! 85.03 11 Q Vt 10, 000 SF , o r ; \SETBACK J 1. _ - 5063E ` _ , �p m ,� ' - 95 p3 r I I 17' SIDE g5 p3 1 fO,Q�'Sf 1 ^'1 15' DRAINAGE-/, SETBACK u1,EASEMENT _ 1� J i 128 N y EASEMEN J obi M , 1 31 i 51.21E _ -'1, 129 10,000 SF be+' "A J 1'' EASEMENT ( ) 8503 0 w 33 83 ' "1 N ' 1 10,000 SF I r LA 130 N `'' f0, 000 SF J 1� 2o'ORPINPGE b+ yy OS• C6 r L _ I "1 10, 000 SF ^'3 L_ - - 550 111 qg' , 2S'08'50- W- J )RNER _ Iot,��`QQQ, CK % �" 10,00000 SF `"'1 7' SIDE J �1.� 55.0 53.33 I 1 1't cql SETBACK ' SF 1 754.2 _ r N , \ 20'f0, 000 SF J 1' -"" E ^n^n 83.33 >.b ` 1r m '- 8503 Np526 Z8" 5or YV Y'' 33 - - --� r ' �+' o , SETBACKNER 1 ' o� z , l 10, 000 SF _ _ ` _ r 15' DRAINAGEI g5 p3 CROWNS pRNE l 3 83 , r25' FRONT 1 ,1 139 ` -N T'"7'3T'2$" JI M r LI�EASEMENT 10, 000 SF 118.4fi - ro -- , Z1 SETBACK 1 o w` S 26'08'S0" W, o _y1..17 S 6 ZS 33 i"(P) ,. l_ 138 ` o ws r =r 120.00E 05'Z '1 1� o N 15' DRAINAGE �, / µENT (_ -A p ' 1 10, 000 SF , f \EASEMENT _ g3 33 & i1UiY gA - ` 15• DRAINAGE A 136 1 /O�' ` 15' DRAINAGEf� L� f0, 624 SF� r I EASEMENT Z 33 20 _ _ ,y ppP ` �EASEMENT� \ "5 3� `1 10, 000 w' SETBACK/ REA'` �1 1' 83.33E \ �, 10,000 SF I /34 1 o w1 SF i- `� DRAINAGE) 1- _ 33, EASEMENT 83'i/�-- _ /0� � , 15' DRAINAGES \�o-t �,�j 10 x70 NCDOT1 /3 cy` ` o N EASEMENT , L 33• '1 142 'W �.i\ `0 ' p / SITE TRIANGLE yu� 10,000 SF by �` £ 11- r 1 a `� IO,OSF / `ry '/✓�SETBACK FRONT \, / 192 15' DRAINAGE , 33 , 'P '\ O WELL SITE M.B. 22, PG. 8 \ O , `�EASEMENT� g3 uA 1® 1 o w, 1 `15' DRAINAG /' / 28 1 / N/F f0, 000 SF I _ �, L-' g333 I 144 �} 1Q 000 SF ,\ o N / EASEM� j ' \ 11, 696 SF 1 WATER SYSTEM / PASQUOTANK COUNTY �20' CORNER, r O p , A SETBACK J (' -1 W b cc.,�� m ` / ^ ' , ^ \ 1 g3 33' _ 10,, 000 SF p "I 05 26 28 W , A 7® �p �t I //1 15' DRAINAGE `J EASEMENI� `n g3 33 rn 1 146 t� 10, 000 SF 1 • "4 7' SIDE w ` , \ O i, 25' FRONT R71 SETBACK 84 45 , \ N �+, 10, 000 SF SETBACK _ - 81 g5 ui 14 o w , 15' DRAINAGE 9 10, 000 SF 1 o N• I, !`EASEMENT - - j i (iYP)g3.33• \ O \ m;�SETBACKNE� df0000 SF y �j /1�_�NpGE �g 3YA� / 16,021 SF/15' DRAINAGE f - ZO' D 5580GT SIDE y2 y / \ EASEMENT _ _ - 3; L '/ ^ \ SETBACK I \ i- 400- RADIUS (NO DEVELOPMENT) 70, 000 SF P "'� S SIDE J/ 1� i \ U, p 1 \/ \ , 10'x70' NCDOT ( �� SETBACK i _ - 83 35 " NOGGEt Tplp11. l5 _ I ="_, \ ��\ 12,560 .SF 25' RE \ ' CITY uLI+ITi' I / SITE TRIANGLE J _ Zg E 07' 83. _ J ElJ\ ' I _ - 83.33 Np5.26, J g3 33 S. _ _ - Z , DRAISETB\ 1 1 m 1 25 �iR "j DRAINAGE \ •�' 5g 45 _' , �1 24 , N W, 10, 189 SF \ `L\ �EASEME-NT�, ? E E83'MENT 21 10, 000 SF 1 p N 1 15• DRAINAGE \ 628" �' c,� \EASEMENT �, N O g3.33 & i1U'1Y "= '"` r 25' FRONT c 23>o v1l, j 1101 20, DµpINA' � -A SETBACK y 10, 000 SF \ f'` 330 j8 1� rp71 22 �f1 \ �EASEMENTT, J� g7? 1 83.33E _ - c,y 00 SF p Sg,45 - - - �.... \ 21 p �,a` 10,0 -,NO ¢1 29 E \ , 121 p 1 -A z0 o w tooco sF 120 " 1 9A 15' DRAINAGE` _ 3 .8 1 \ 10, 000 SF 1 £ EASEMENT 119 w� a33 1 1 1 nu r r CAxIILNI 11 TV) _ �; 16 p- "�7 'v, uuu �r r r o vn„rrvn�e _ELQDD_LON€ _ _ _ _ __ __ _ _...: y� EASEMEN , 1 1 Y 1-�- 1 - - - 7I... r FLOOD ZONE I" 3 (EL ) i � ` m m W, 10, 000 SF � _ 13 ``� ��� 1 N� ctOi` �1 20' CORNE� , .3 ' 5g8 37 1 1 1 116 117 d :- b 16 G- , �� >, b U1, SETBACK L anw o.N N f5 I �o o I 17 w� W� 7 SF 10,000 SFJJ; n N I loom .Ar ?1 to,000 SF Zr 115E DRAINAGE) I z I 15' DRAINAGEI 20' CORNER) J �� m 2 4.A •2628 . - - J CASEMENT - J EASEMENT _j L SETBACK.- ` Z, 50 00E Np5 , \ 109 108 g0. L, 9 t , 1104 107 106 105 1 102 (TO BE DEDICATED FOR �- ROADWAY EXTENSION) -EX-V-W _-�� gpL1PR% - I N/F PHASE II SUMMERFIELD M.B. 34, PG. 10-13 ZONE: R-10, R-8 DEVELOPED SUBDIVISION I Cl I on•nn'r»"I os nn'I 1. CZ 90'00'00" 25.00E 25.00E 39.27' S22'36'15"E 35.36' C3 6'03'13" 390.00E 20.62E 41.21' N64'34'39"W 41.19' C4 13'26'16" 390.00E 45.94E 91.47' N54'49'54"W 91,26' C5 11'46'25" 390.00E 40.21E 80.14' N42'13'34"W 80.00' C6 11'46'25" 390.00E 40.21E 80.14' N30'27'09"W 80.00' C7 13*19118" 390-00' 45.54E 90.68' N1754'17"W 90,47' C8 15'40.50" 390.00E 53.70E 106.73' NO3'24'13"W 106.40' C9 15'30'40" 390.00' S3.12' 105.58E N12*11'32"E 105.26' CIO 11'18'44" 390.00' 38.63' 77.00' N2536'14"E 76.88E C11 1'33'35" 1025.00' 13.95' 27.90' N32'02'24"E 27.90' C12 2'52'24" 1025.00' 25.71' 51.40' N34'15'24"E 51.40' C13 9WOO GO" 25.00' 25,00' 39,27' S09'18'24"E 35.36' C14 90'00'00' 25.00' 25.00' 39.27' S80'41'36"W 35.36' - O'13'S3" 975.00E 1.97E 3.94E S3534'39"W 3.94E C16 5*31*11" 975.00E 47.00E 93.93E S32'42'07"W 93.89' C17 4'46'13" 975.00E 40.61E 81.17E S27'33'25"W 81.15' C18 6-39'45" 255.00E 14.84E 29.65E N28-30.11"E 29.64E C19 14'07'04" 255.00E 31.58E 62.83E N38'53'35"E 62.67E C20 1438'41" 255.00E 32.77E 65.18E N53'16'28"E 65.00' C21 14-38'41" 255.00-1 32.77E 65.18E N67'55'08"E 65.00" C22 14'38'41" 255.00E 32.7T 65.18E N82'33'49"E 65.00' C23 14'38'41" 255.00E 32.77E 65.18E S82'47'30"E 65.00E C24 11'37'00" 255.00' 25.94' 51.70' S69'39'40"E 51.61E C25 11'20'01" 255.00E 25.30' S0.44' S58'11'09"E 50.36' C26 14'28'29" 255.00' 32.38E 64.42E S45'16'S4"E 64.25' C27 1433'31" 255.00E 32.57' 64.79E S30'45'54"E 64.62' C28 14'28'29" 255.00E 32.38E 64.42E S16*14'54"E 64.25E C29 14'27107" 255.00' 32.33' 64.32E S01'47'06"E 64,15' C30 8959'59" 25.00E 25.00E 39.27' N39'3332"W 35.36' C31 90'00'00" 25.00E 25.00' 39.27E N50'26'28"E 35.36' C32 8'44'45" 255.00E 19.50' 38.92' S09-48'50"W 38.89' C33 4'46'36" 255.00' In RA 21.26' S16'34'31"W 21.25' C34 13*15'36" 255.00' 29.64' 59.01' S25'35'37"W 58.88' C35 15'09'23" 255.00' 33.93' 67.45' S39'48'06"W 67.26' C36 14'31'35" 255.00' 32.50' 64.65' S54'38'35"W 64.48' C37 14.31'35" 255.00' 32.50' 64.65' S69'10'10"W 64,48' C38 14'31'35" 255.00' 32.50' 64.65' S83'41'46"W 64.48' C39 14'31'35" 255.00' 32.50' 64.65' N81'4639"W 64,48E C40 14'3135" 255.00E 32.50E 64.65' N67'15'04"W 64.48E C41 2'03'54" 255.00' 4.60' 9.19' N58'57'19"W 9,19E C42 73'56'09" 25.00E 18.82E 32.26E N85'O6'34"E 30.07' C43 8'52'03" 205.00E 15.90E 31.73' N43'42'28"E 31.70' C44 16'52'41" 205.00E 30.41E 60.39E N30'S0'05"E 60.17E C45 90'00'00" 25.00E 25.00' 39.27' N2236'15"W 35.36E C46 10'04'49" 340.00E 29.99' 59.82' N6233'51"W 59.74' C47 17.7 g'27" 340.00' S1.80' 102.80' N48051'43"W 102,41' C48 18'74'31" 340.00E 54.59' 108.25' N31'04'44"W 107.79' C49 15014'31" 340.00E 54.59' 108.25' N72'S0'13"W 107.79' C50 18*14'29" 340.00' 54.58' 108.25 N05'24'17"E 107.79E C51 i6'44'OS" 340.00' 50.01' 99.31' N22'53'34"E gg.g5' C52 90'1333" 25.00' 25.10E 39.3T N76'22'22"E 35.42E C53 4'23'48" 205.00' 7.87' 15.73' S56'18'57"E 15.73E C54 18'43'02" 205.00E 33.79' 66.9T S44'45'32"E 66.67E C55 11'21'21" 255.00E 25.35' S0.54' N41'04'42"W 50.46' C56 11*10,00" 255.00' 24.93' 49.70' N52'20'22"W 49.62' C57 106'03'S1" 25.00' 33.21E 46.28E SO4'53'26"E 39.95' C58 10'S0'S1" 255.00E 24.21' 48.28' N42'43'04"E 48.21' C59 3T33'03" 25.00' 8.50' 16.38E S56'04'10"W 16.09' C60 3T33'03" 25.00E 8.50' 16.38' N86'22'41 w 16.09' C61 9.58'05" 205.00E 17.88E 35.6T N52-56'19"W 35.62E C62 12'33'16" 205.00E 22.55E 44.92E N41'40'39"W 44.83' C63 13'31'13" 255.00E 30.23E 60.17' S42'09'38"E 60.03' C64 9'3537" 255.00E 21.40' 42.70' S53'43'03"E 42.65' C65 '46' 7" 5.00E 4.90E 39.17' N1 '37' "W 35. 9' C66 2'OS'39" 975.00E 17.82E 35.64E N32'18'26"E 35.63' C67 2'20'21" 975.00E 19.91E 39.80E N34'31'25"E 39.80E C68 90'00'00" 25.00E 25.00' 39.27' N80'41'36"E 35.36' C69 6'10'50" 255.00E 13.77E 27.51E N5723'49"W 27.49' C70 18.31'23" 255.00E 41.58E 82.44' N69'44'56"W 82.08' C71 5'32'55" 255.00E 12.36E 24.69' N81'47'05"W 24.68' C72 97'31'00" 25.00' 28.52E 42.55' S35'48'03"E 37.60' C73 6'00'22" 205.00E 10.75' 21.49' S15'57'38"W 21.48' C74 29'10'40" 205.00E 53.36E 104.40E S33'33'09"W 103.27E C75 73'56'09" 25.00' 18.82E 32.26E S85'06' 4"W 30.07E C76 30'15'08" 205.00E 55.41E 108.24E N69'25'S8"W 106.99E C77 90.00'00" 25,00' 25.00E 39.2T N09'18'24"W 35.36E C78 1'26'04" 1025.00E 12.83E 25.66E S34'58'34"W 25.66' C79 4'32'51" 1025.00E 40.70' 81.36E S31'S9'O6"W 81.33E C80 432'22" 1025.00' 40.63E 81.21E S27'2630"W 81.19' C81 11-42'28" 205.00' 21.02' 41.89' N31'01'33"E 41.82E C82 49'38'06" 205.00E 94.80E 177.59E N61'41'S0"E 172.09E C83 5'37'27" 205.00' 10.07' 20.12' N89'19'36"E 20,11E C84 '7'3 2 43.59' 85.90' S75'51'25"E 85.27' C85 69'1737" " 25.00' 5.00E 17.28' 30.24' S29'12'21"E 28.43' C86 90'00'00" 25.00' 25.00E 39.27' S50'26'28"W 35.36' C87 90'00'00" 25.00E 25.00' 39.27' N3933'32"W 35.36' C88 110-4 '23" 25. ' 36.1 4 0' N '47' "E 41,1 ' C89 41'46'56" 205.00' 78.25' 149.49' S42'57'42"E 146.20' C90 27'07'29" 205.00' 49.45' 97.05' S08'30'29"E 96.15' C91 0*23'12" 205.00' 0.69' 1.38' S05-14'51"W 1.38' C92 90'00'00" 25.00' 25.00' 39.27' S50'26'28"W 35.36' C93 90'00'00" 25.00' 25.00' 39.27' S39'33'32"E 35.36' C94 13'31'21" 205.00' 24.30' 48.38E S12'12'08"W 48,27' C95 20'20'22" 205.00' 36.77E 72.77E S29'08'00"W 72.39' C96 39y2'10" 205.00E 73.00' 140.26' S58'54'16"W 137.54' C97 36'32'S5" 205.00' 67.70' 130.77' 1\18313'12"W 128.56E 98 7'01'22- 205.00' 12.58E 25.13' N61'26'03"W 25,71E 106'03'51" rccc%1900&1� 25.00' 33.21E 46.28' N04'53'26"W 39.95' 17'14'29" 255.00' 38.66E 76.73' S39'31'15"W 76.44E 17'S6'12; 255.00E 26.66E 53.12' S24-55'55"W 53.03E C102 76'28'39" 25.00E 19.70E 33.37E 1 N57-12'08"E 30.95E LINE TABLE LINE BEARING DISTANCE L1 N22'23'45"E 30.00E L2 S18'03'24"W 108.94' L3 S28'39'56"W 79.26' L4 S11'31'11"W 55.02' L5 S02'50'17"E 32.93' L6 SOO'47'01"E 47.80' L7 S21'19'23"W 38.98' L8 N09'42'19"E 43.91' L9 S23'02'14"W 13.35' L10 S31'29'09"W 7.90' Lit NO9'42'19"E 11.11' L12 N18'57'49"E 13.12' L13 S70'02'44"E 5.92' L14 S3541'36"W 19.78' L15 S25'10'19"W 4.16' Lib N6351'1 "W 17. 1' L17 N63-51-10"W 19.49' L18 NOS'26'28"E 0.86' Li9 N05'26'28"E 10.84' L20 N18'57'49"E 7.96' L21 S31*15'36"W 22.62' L22 N57'55'22"W 40.89' L23 S35'41'36"W 19.78' L24 N18'57'49"E 3.88' L25 N48'08'29"E 5.95' L26 S25'1 O'19"W 1.68' L27 N63'51'10"W 18.33' L28 584.33'32"E 3.55' L29 N63'51'10"W 19.35' L30 S48'08'29"W 16.94E 131 NO',*9W28"E 10.84' N M. y C U �o U i 0 'Q U y R ? o ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP OF THE HOMEOWNERS ASSOCIATION AND THE MAINTENANCE OF THE DETENTION PONDS IS THE x ro RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION ,o r OQO 3'4 H y It n e u w W�l 0 in EDWARD T. HYMAN. JR. w a: n 0 m � GRAPHIC SCALE Q x 60 0 30 60 120 ( IN FEET ) T inch = 60 ft. x , VICINITY MAP NTS 7EONOp ?pNe \� • OACMFNT - SWALE BEGIN \\ ADRIENNE D. BUN\ \ INV. = 7.00 SEE DETENTION POND N i Ir• a 3-_. SHEETNF N DETAIL D.B. 440, 916 - _--- -- - -- M.B. 37/PG. 40 / ZONE:ACANT10 - - D.B. 854, PG. 860 ZONE: R-15 - �- NVTLET2.00E -- AGRICULTURATURA L >< - -- - 15- 53 O- - AL 18162 SF 82 - (14;081 SF) �� 1 907 SrS �.I '� M J11i _-- ?1 ..: 11,237 5F clqq,, .� f �9B NUGGET TRAIL NUGGET TRAIL 50 �.,. ,P�� - 5 (9, 998 3K). STA. 07+5A n O ''.�� �! _-- STA, 07+39.30 \ � 9 9t ! `� • 32,286 5' " STORM MANHOLE p 15 CURB INLET y 21 + 11, 173 SF ASO�' A O _ r (20,540 Sr) _.-_ _ TC ELEV. > 9.35 T V. °� OG ,.' C ELE 920 INV. - 2.25 INV. = 6.00 q NUGGET TRAIL 10,g35 SF ,� .�� _ / • ; CURB HIGH POINT 09+75.38 _ ELEV. = 965 S -INSTALL SILT FENCE � . CURB INUET 111 2 _ C ELEV. = 9.3, _ 10,662 SF ALONG WETLAND LIMITS INV. = 4.60 - v �� �� ��� •,_ CURB HIGH POINT .. ELEV. > 9.90 47 10,408 SF = l 34,550 ,,. �" ' .. 46 . NUGGET TRAIL NUGGET TRAIL CURB HIGH POINT NUGGET 11,7965 STA. 07+05.26 5 STA. 07+52.97 ELEV. = 9.85 E L j STORM MANHOLE M 14 CURB INLET 22 STA. 13+15,36 U TC ELEV. = 9.35 6B TO ELEV. CEDAR POINT CIR 5.30 STA. 01+19.69 _ - it 000. NUGGET TRAIL CURB INLET 27 CURB HIGH POINT 67 80 STA. 09+89.08 TC ELEV. = 9.30 illlc I NUGGET TRAIL ELEV. = 9.90 ---- -- - CURB INLET N 23 INV. = 6.10 STA. 03+80.72 1q 000 TC ELEV. = 9.35 , iu I ti. CURB HIGH POINT INV. 4.50 CURB INLET i� 1 ELEV. = 9.90 NUGGET TRAIL 'III a�y�l° TC ELEV = 9.40 66 STAG06+91'L 76 57 "INV. STA. 11 CURB INLET IL14i4n 10, 000 SF STORM MANHOLE 11113 �/ 25 2AJ83 SF , TC ELEV. = 9.35 CURB HIGH POINT 77 TC ELEV. = 9.85 _ Y7 ,(19, 427 SF) INV. = 2.65 69 ELEV. 9.90 INV. = 4.25 NUGGET TRAIL 10,f37 SF STA. 13+15.33 7B y� OUTFLOW 79 10,000 SF CEDAR POINT CIRCLE STRUCTURE f0, 162 SF STA. 01+70.25 / -- - 79 CURB INLET N 26 65 WARREN WAY PC : f0, TC ELEV. = 9.30 180 SF INV. = 5.50 10,000 SF STA. 01+97.15 1*7g.22 / CURB INLET M 14 72 NUGGET TRAIL TO ELEV. = 9.35 WARREN WAY 10,000sr 'I STA. 03+56.13 INV. = 6.10 STA. 02+16.73 I CURB INLET M 2 70 CURB INLET M 13 38 TC ELEV 9.35 ' ' •.� , IN ELEV. = 9.35 / I -�.=-� OUTFACE . I� In 1,321 5F ,2 INV. = 5.10 /• f0, 000 Si' INV. 3.30 75 ELEV. > 4.00 JIL (%6,3055`) r 12,00.�SF CURB G f0,000 SF / �"2i . ELEV. HIG9.7501NT _ CURB HIGH POINT 74 ELEV. = 9.90 NUGGET TRAIL 71 0STA. 02+45.52 /�lllcto. 000 sr CURB INLET M 51 10,000 SF 74 .R �q, p...__ CEDAR POINT CIRCLE ° TC ELEV. = 9.80 WARREN WAY . ..I' STA. 03+78.05 N� INV. = 4.90 CURB HIGH POINT 1218Y8 SF D.B. 748. PG. 529 �� ELEV. 9.80 STA. 02+80.52 .p4' CURB INLET 49 CURB INLET /j 12 SITE DATA: O CURB HIGH POINT WARREN WAY _ .#�• '4 OUTFACE 83 ITC ELEV. = 35 h TC ELEV. - 9.80 'IY ZONE:R-10 ELEV. = 9.90 STA. 04+31.06 INV. - 3.40 O INV. = 3.00 - INV. > 3.25 KAREN ASHLEY COOPER � 59 1. OWNER/DEVELOPER: -_ VACANT F SF RC > 1+81.5 N TC CURB INLE= 9.60 73 HAP OF ELIZABETH CITY, LLC. P.O. BOX 1100� II 63 K OUTFACE B2 ELIZABETH CITY, NO 27906 \ - 10,000 SF ; $ $ INV. = 5.85 -.. '� INV. = 3.00 (252) 339-7777 A � O N 73 ; 3 Id.� DETENTIONPED ONDB 10,150 SF 2. THIS PROPERTY IS ZONED: R-10 - n SECTION 2 14,526.08 SF CURB HIGH POINT O ' 3. AREA TO BE SUBDIVIDED: 55.39 AC `. 1 ,1 Ic,i I'-% �- � � 0.33 AC � � ELEV. = 9.80 �,., •' Q 12061 SF 5 4. TOTAL DISTURBED AREA: 54.72 AC \ \ 62 $ P CEDAR POINT CIRCLE � � $ STA. 04+52,40 _ + ' 7Y / T / 5. TOTAL IMPERVIOUS AREA: 33.62 AC CURB INLET 111 48 TBM - PK NAIL 14000 SF, F TO ELEV, - 9.75 PERCENT IMPERVIOUS: 60.7X IN PAVEMENT _ -- EX. 15" CMP ' • 3.40 ELEV. = 8.52 li \ INV - 4.71 WARREN IWAY9 I 6. SMALLEST OVERALL LOT = 10,000 SF NAVD 88 \ _ TO BE REMOVED 1 NUGGET TRAIL - ` "6 ( $ CURB HIGH POINT STA. 00+26.28 -GE ,._ CURBINLET0610 ELEV. 9.75 7. LINEAR FOOTAGE OF PROPOSED STREETS: / / f- - NUGGET TRAIL 4608.59 LF CROHNS DRIVE NUGGET TRAIL 78 TO ELEV. > 9.60 i' r CROHNS DRIVE 2111.72 LF // I _I, --...._I STA. 01+72.41 _ ' STA. 00+20.31 - - -_ -,-_. WARREN WAY 693.24 LF GRAVEL 20' X UC ENP. /I /' CURB INLET M 4 CROHNS DRIVE - - O INV. 3.65 I ' TC ELEV. = 9.30 STA. 02+16.06 O TOTALEVERGREEN DRIVE 3,153.75 LF ENTRANCE (SEE DETAIL) 'i' 0 INV. = 6.00 CURB INLET # 3 - Q_ _ PROPOSED 10, 000 SF ' � TC ELEV. = 9.30 - � 12, 0f8 SF C -' - ' -- DETENTION POND B CEDAR POINT CIR LE • _ SECTION 1 STA. 05+33.66 > B. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT ., CURB HIGH POINT ELEV. 9.95 = d " - _ '- ' "-n5b,�43.�5 SF = 1.22 AC \ CURB INLET 47 PROPERTY LINES. ii l Q ELEV. = 9.65 60 WARREN WAY. _ i TO ELEV. > 9,35 r x IM' i /1 ' II II _ ) STA. 05+45.91 = 9. TOTAL NUMBER OF LOTS: 149 &OPEN SPACE _---�J Ills f0000 SF CURB INLET 9 i��.(� INV. 3.55 I 10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE" I II I' STAH03+48.86 NV.E 3.85 9 95 \ EX. DITCH TO BE FILLED - -- 1 - - _ _ (ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J _ CROHNS DRIVE CURB INLET # DATED OCTOBER 5, 2004. �Fx E04' 9.85 -+h STA. 01+72.34 ?SWALE BEGIN TC ELEV. = 9.30 +8 •9 - \ -_- 3' -- ll I,II CURB INLET 5 n INV. = 8.00 . INV. = 4.30 - --- - 11. TOTAL OPEN SPACE PROVIDED: 5.99 AC LV III I --- 3--- TC ELEV. = 9.30 + • _ f0, 000 SF - 12. DETENTION PONDS TO BE AERATED. �'�Ii - INV. = 6.10 CURB HIGH POINT - __ 10 000 SF -- - - - NOTIFY ULOCO AT 1-800-632-4949 FOR LOCATION OF EXISTING UIIUTIES 1XN4►U] DRAINAGE AREA 1 DRAINAGE AREA 2 ROAD CENTER LINE - __ -- EXISTING CONTOUR 900 PROPOSED CONTOUR - - - - EXISTING DITCH - - - PROPOSED DITCH -0 ❑ ❑ SILT FENCE PROPOSED SIDEWALK MATCH LINE ■ ■ LIMITS OF DISTURBANCE EXISTING PAVEMENT PROPOSED PAVEMENT RIP -RAP m SEWER MANHOLE CHECK DAM DRAINAGE FLOW BENCHMARK 10 PIPE/CULVERT INLET PROTECTION WOODS LINE 1�00d 6� • wV b -� ICI � 0.. - � 1\ � CROHNS DRIVE CROHNS DRIVE STA. 03+62,78 C1117 II l� I I TC ELEV. = 9.25URB INLET ' INV. = 6.10 IIII C 070 ,18SF URB HIGH PO I� j /I ELEV. = 9.55 N I A TERRY OPER & MARIANNE COOPEFIV R D.B.88, PG. 339 11485 SF 1 �-----_- - I ;ONE: R-15 NUGGET TRAIL ,I DEVELOPED STA. 44+74.69 Ili �I CURB INLET 16 30" FES INV. = 5.70 O 9 TC ELEV. = .15 I'I I INV. = 4.35 I TERRY OP& MA IANNE COOPER I I EXITOS BE REMOVEDP D.8. 392, PG. 313 ji ZONE: R-15 II I DEVELOPED I I C!J I - CURB HIGH POINT ,� II ELEV. = 9.45 O �I I� {r • IN', SF N/F �I JACK A. OPER & JOAN D. COOPERI I a ! NUGGET TRAIL II I B. 576, PG. 408 N STA. 42+99.75 ZONE: R-15 111. S CURB INLET 2( I I I jl� I DEVELOPED z TC ELEV. = 9.10 w INV. - 6.00 m to I O E> i'Iv 18,W2 SF 11101 o EX. INV. = 7.44 ' I N/F O I I D. E621, PG. 369 I 25,,972 SF KATHRYN Z STRMHS CUD L J. WEST II 05+00.78 48 1 IREN WAY . 06+76.66 B INLET B 8 f0000 CURB HIGH POINT ELEV. = 9.55 ELEV. = 9.75 = 4.05 CROHNS DRIVE 66N TCRELEVLET 9A5 90 89 B8 B7 B6 85 INV. = 4.30 10,OSF `, 10,000 SF 10,000 SF 10,000 SF ...__-_.1$000 SF __._. _. CROHNS DRIVE STA. 12+07.02 d CEDAR POINT CIRi CROHNS DRIVE STA. 07+63.22 +4 STA. 09Z05 CURB INLET 111 45 I CURB HIGH POINT CURB INLET 42 TO ELEV. = 9.35 HIGH POINT TC ELEV. = 9.10 INV. = 3.90 ELEV - 9 65 BEGIN .E 7.50 d• INSTALL NCDOT ~ RICADES � � SEE DETE _- OUTLET C E BEGIN Lv SEIEET//..1 = 7.50 kCEDAR T TRAIL YAF3+65.83INV. POINT CIRCLE "" ».,• STA. 01+19.69 - _ CURB INLET $ 29 5 TO ELEV. = 9.30 "`•- INV. = 6.10 0 f0000 SF OUTLET INV = . "AE" (EL 9 C4j _rLoOCZONE FC00 ZONE CURB H GH POINT f0, 006 ELEV. = 9 5 UGGET TRAIL 77 TA. 15+46.89 STORM MANHOLI TC ELEV. - 9.3 ..,. INV- = 3.75 0,000' U UGGET TRAIL CURB HIGH POINT STA. 15+50.50 NUGGET TRAIL ELEV. = 9.75 STORM MANHOLE STA. 13+65.83 TC ELEV. - 9.30 CEDAR POINT CIRCLE 17 INV. - 3.35 STA. 01+70.25 10,000 SF 75 CURB HIGH POINT CURB INLET 28 116 ELEV, = 9.75 TC ELEV. = 9.30 10,000 SF INV. = 6.00 11 in CEDAR POINT CIRCLE pUTFLOW STA. 03+49.42 STRUCTURE CURB INLET 19 50 TC ELEV. = 9.40 NV. = 6.40 1f2 l 10,000 SF PR 4+74•e '"f DETENI 55,893.89 n ( LULV. = 9.55 - INV. = 5.00 CURB HIGH POINT ---- ELEV. = 9.70 MINE 93 10, 761 SF JO CROHNS DRIVE PT STA. 06+40.00 44+82.96 SWALE CURB INLET # 16 TO ELEV. = 9.05 INV. = 5.70 STA. 12 DRIVE ' INV. = 5.30 CURB HIGH POINT CURB HIGH POINT STA. 12+12.59 CROHNS DRIVE NUGGET TRAIL ELEV. = 9.65 \ ELEV. = 9.70 CEDAR POINT CIRCLE CUR ONLET 78 STA, INLET 79 94 - A 14 CURB INLET 17 --� - ' ----- TO B INLET 40 TC ELEV. = 9.15 -=`."- -SF TC EV. = 9.101 M EL INV. = 4.30- F Inv yam_ INV. = 4.40 = 9.35 U _ - I O O INV. = 4.00 f09 0.� EX DITCH Tp B - 96 9 98 \. 99 f00 10 - FILLED 11,269 - -_- \ 10,200 _W -- 10200 SF 10,2d0 St 10,290 SF 11, 017 Sf ._. CURB HIGH POINT ELEV. = 9.45 j §WALE HIGH POINT SWALE ``� INV, = 7.70 - - ����- CURB HIGH POINT.. INV. = 5.70 -_ ELEV. 9.75 .. .. - NUGGET TRAIL SWALE BEGIN - STA. 43+08.07 11,803 SF INV. - 7.70 CURB INLET 111 19 TC ELEV. = 9.10 p©`°"J ® f04 f0 f02 f01 INV. = 4.50 v 14892 3F WOO SF- tI SF 10,200 SF' 1 200 SF 14200 SF - " --- NUGGET TRAIL NUGGET TRAIL O NUGGET TRAIL STA. 36+89.28 STA. 34+97.35 II STA. 39+44.28 CURB INLET k 34 CEDAR POINT CIR CURB HIGH POINT CURB INLET / 36 TC ELEV. = 9.30 STA. 10+52.16 ELEV. - 9.70 $ TO ELEV. = 9.15 INV. - 4.80 CURB INLET # 39 rn TC ELEV. = 9.35 10 CURB HIGH POINT CURB HIGH POINT INV. = 4.35 �, ELEV. = 9.80N ELEV. = 9.70 I pie 000 SF DAR POINT CIRCLE A. 05+61.55 RB INLET # 46 ELEV. = 9.35 6.05 PUMP STATION AREA 3 HIGH POINT = 9.75 131 7f0 f0,000 SF 10,000 CROHNS DRIVE STA. 12+60.35 CEDAR POINT CIRCLE CURB HI 07+62.22 ELEV. _ CURB INLET i) 44 TC ELEV. - 9.35 ' ilfSTA. INV. = 5-45 r� ,. EX. Dli C 10,06 70 BE ILL. 101000 SF-"- CROHNS DRIVE STA. 15+16.34 CURB INLET k 70 C ELEV. - 9,30 INV = A75 1 11 CURB HIGH POINT INS DRIVE 12+60.35 ELEV. - 9.50 Q POINT CIRCLE 8,R 08+12.74 f0,000 SF 1 INLET 11 43 Q NUGGET TRAIL LEV. - 9.35 - 6.05 10,000 SF STA. DROP INLET # 88 RIM - 7.50 10," SF INV, > 8.00 SWBeEG�N INV. Al!_ �0 CURB HIGH POINT NUGGET TRAIL CURB HIGH POINT ` ELEV. 9.80 ELEV. 9.70 STA. 34+97.35 NUGGETTRAILCEDAR IEW POINT CIRCLE T. 36+44,45CURB INLET 11 33 A (EL 9) STA. 11+02.74 CURB INLET # 32 O �- TC ELEV. 9.30 TO ELEV. 9,35 INV. 4.45 INV. 4.�� 19, 149 SF f0 11 f3 = 16 12,873 SF O0 f0 14 O 0, 000 SF 10, 000 SF f0,000 SF ,I I I '.-_ f0,000 SF � 9,000 SF 10," SF I�l% i I Ir II ---;1} - l -._,.30 FES ELEV. =CURB 19.80GH 1N F _ 4 I I - _---� __ _ EX. DITCH TO BE UNDIS ED INV. 5.50 - _.. - - \ >~ b PWBOOD SECTION "A" G5N I - - EX. INV. 6.7fi W� Ix I V _G_7_1 BRIAR-� 1 1` 5{I� ZONED: R-10 1 DEVELOPED SUBDIVISION CEDARNT 14 RIET 9 31 II ;� z TC INV.ELEV.60 4.80 I \ 13 \ I I I I I I I I I I PROPOSED II / 1110 - lei" CMP NV' START = 6.75 I , � � I � EXISTING 48" CMP it } III I I INV. = 5.70 INV END = 6.50 TIE TO I 3 I 12 I I PAVEMEI ELEV. _ G r= rr j i I I('I VI 'III 11A IL7 I`dv - f" 70°�® - SF - -�. 1 000 SF NUGGET TRAIL STA. 34+46.84 CEDAR POINT CIRCLE CURB HII STA. 10+52.23 ELEV. _ CURB INLET N 38 TC ELEV. = 9.35 INV- = 5-95 E) 0, 000 SF ;GET TRAIL 1. 31+95.95 IS INLET 111 88 ELEV, - 9.30 = 5.20 PERMIT DRAWING ONLY NOT RELEASED FOR CONSTRUCTION PIPE INFORMATION TABLE NUMBERILENGTHI SIZE TYPE INVERT IN INVERT OUT 1 1 38' 1 24" CMP 5.20 5.10 2 1 105' 1 30" CMP 5.10 4.90 3 224' 1 30" CMP 4.90 4.55 4 39' 18" CMP 0.10 8.00 5 45' 15 CMP 6.00 5.90 6 139' 36 CMP 4.55 4.30 7 S-o 1a CMP 6.10 6.00 8 152' 36" CMP 4.30 - 4.05 9 28' 18" CMP 6.00 5.90 10 '13 8 24" CMP 4.50 4.30 12 33' 30" CMP 4.35 4.30 13 168' 30" CMP 4.30 4.05 14 30' 24 _TM -P 5.30 5.25 15 153' 3o CMP 4.30 4.05 18 130' 42" CMP 4.05 3.85 17 112' 42" CMP 3.85 3.65 18 27' 18" CMP 5.85 5.80 19 150' 48" CMP 3.85 3.40 20 87' 48" CMP 3.40 3.30 21 33' 18" CMP 6.10 8.00 23 27' 18" CMP 6.00 5.90 24 23 4' 2 4" CMP 5.30 4 .50 25 30' 2. CMP 4.60 4.50 26 160' 30" CMP 4.50 4.25 27 166' 24" CMP 5.50 4.25 28 48' 15" CMP 6.10 5.50 29 48' 15" CMP 6.10 6.00 30 48' 18" CMP 6.00 5.50 31 27' 15" CMP 5.90 5.80 32 241' 18" CMP 4.80 4.45 33 43' 18 CMP 5.80 1 5.70 34 333' 24" CMP 5.20 4.80 35 152' 42"x29" CMP 4.70 4.45 37 52' 24 CMP 4.80 4.70 38 48' 36 CMP 4.45 4.35 39 48' 15" CMP 6.05 5.95 40 49 18 CMP 5.95 5.85 42 237' 49"x33" CMP 4.35 4.00 43 37' 24 CMP 5.00 4.90 44 247' 30" CMP 4.40 4.00 45 1 52 42" CMP 4.00 3.90 46 f 48 18 CMP 6.05 5.95 47 5V 24" CMP 5.45 5.35 48 231' 57"x38" CMP 3.90 3.55 50 39' 15" CMP 6.05 5.60 51 83' 48" CMP 3.55 3.40 52 79 4_ CMP 3.40 1 3.25 53 39, 15" CMP 6.40 6.00 54 27' 18" CMP 5.30 5.25 55 341' 24" CMP 5.25 4.75 56 163' 42"x29" CMP 4.75 4.50 57 27' 24" CMP 5.30 4.75 58 27' 15" CMP 5.75 5.25 59 233' 24" CMP 5.25 4.90 60 54' 35"x24" CMP 4.90 4.80 61 201' 42"x29" CMP 4.80 4.50 62 27' 24" CMP 5.25 5.20 63 132 24" CMP 5.20 5.00 84 131' 35"x24" CMP 5.00 4.80 65 27' 30" CMP 4.80 4.75 66 340' 42"x29" CMP 4.75 4.25 67 159 57"x38" CMP 4.25 4.00 88 27' 24" CMP 5.25 5.15 69 132 30" CMP 1 4.70 4.50 70 131' 30 CMP 1 4.50 4.30 71 29 36" CMP 4.30 4.25 72 1 172' 36" CMP 4.25 4.00 73 159' 48" CMP 3.25 3.00 74 198' 71"x47" CMP 3.30 3.00 75 151' 42" CMP 4.00 3.35 78 37' 49"x33" CMP 3.35 3.25 77 139' 49"x33" CMP 3.25 3.00 78 108' 48" CMP -1.00 -1.00 79 66, 48" CMP 3.00 2.65 80 117' 48" CMP 2.65 2.35 81 52' 57"x38" CMP 2.35 2.25 82 172' 57"x38" CMP 2.25 2.00 A 127' 18" CMP 5.70 5.30 B 127' 18" CMP 5.70 5.30 C 136' 18" CMP 5.50 5.00 D 126' 18" CMP 5.60 5.25 E 131' 24" CMP 5.45 5.25 F 128' 24" CMP 5.45 5.25 G 144' 24" CMP 4.90 4.60 H 137' 35"x24" CMP 5.50 5.30 I 131' 18" CMP 5.70 5.30 J 81, 18" CMP 5.70 5.30 K 165' 30" CMP 5.70 4.35 IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE CONDITIONS THAT ARE DIFFERENT THAN DEPICTED ON THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK & NOTIFY THE ENGINEER OF THE PROBLEM. THE ENGINEER OR OWNER ARE NOT FINANCIALLY RESPONSIBLE FOR SUCH WORK STOPPAGES OR TIME DELAYS RESULTING FROM ADDRESSING THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY ACCEPTING A CONTRACT TO PERFORM THIS WORK. ' CURB HIGH POINT TC ELEV. - 9.30 ELEV. - 9.90 1 IINV. = 5.25 GET TRAIL `---- 34+46.84 20 AR POINT CIRCLE 14 O 10.000 SF INLET 'B INLET # 37 19 ELEV. = 9.35 = 6.05 10, 000 5F 1 , SF IE v t 0l I CURB HIGH POINT �. ELEV. = 9.80 106 105 104 � I CEDAR POINT CIRCLE EX. INV_ = STA. 13+42.33 CURB INLET 111 30 , TO ELEV. - 8.60 INV. - 5.90 ga\wilt A TEMP. GRAVEL CONSTRUCTION ENTRANCE HAS BEEN SHOWN AT THE SAVIN ROAD ENTRANCE. IF CONSTRUCTION TRAFFIC USES THIS ENTRANCE. ANOTHER TEMP. GRAVEL CONSTRUCTION HALL NEED TO BE INSTALLED HERE. INSTALL ADDITIONAL PAVEMENT AS SHOWN. CONTRACTOR TO MATCH GRADE ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP OF THE HOMEOWNERS ASSOCIATION AND THE MAINTENANCE OF THE DETENTION PONDS IS THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION NOTE: ALL CURB INLETS SHALT_ BE PROTECTED FROM SEDIMENTATION DURING CONSTRUCTION. SEE DETAIL ON SHEET 11. GRAPHIC SCALE 80 0 30 so 20 ( IN FEET ) 1 inch = 60 ft. 00 N � , Ly Z V U a � � h h y ao y �h . N o ............. i0 w CD �o QW) �. p0 �.J�,' 0 Y o T a O 4 O m 8c Fy b � A U lu, O r^1 vlv! Y Y m J w 0 � z O N r w 0 z a C V U O w U w a w � 0 N S w w O Q i IN IN � 0 o O N h t 1 1 t t t 1 t t t t t t t VICINITY MAP NTS !SO SITE DATA: 1. OWNER/DEVELOPER: HAP OF ELIZABETH CITY, LLC. P.O. BOX 1100 ELIZABETH CITY, NC 27906 (252) 339-7777 2. THIS PROPERTY IS ZONED: R-10 3. AREA TO BE SUBDIVIDED: 55.39 AC 4. TOTAL DISTURBED AREA: 54.72 AC 5. TOTAL IMPERVIOUS AREA: 33.62 AC PERCENT IMPERVIOUS: 60.7% 6. SMALLEST OVERALL LOT = 10,000 SF 7. LINEAR FOOTAGE OF PROPOSED STREETS: NUGGET TRAIL 4608.59 LF CROHNS DRIVE 2111.72 LF WARREN WAY 693.24 LF EVERGREEN DRIVE 1-407.73 LF TOTAL 3,153.75 LF B. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT PROPERTY LINES. 9. TOTAL NUMBER OF LOTS: 149 & OPEN SPACE 10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE" (ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J DATED OCTOBER 5, 2004. 11. TOTAL OPEN SPACE PROVIDED: 5.99 AC 12. DETENTION PONDS TO BE AERATED. NOTIFY ULOCO AT 1-800-632-4949 FOR LOCATION OF EXISRNG UTILITIES LEGEND DRAINAGE AREA 1 DRAINAGE AREA 2 ROAD CENTER LINE >--- - EXISTING CONTOUR 9.00 PROPOSED CONTOUR - - EXISTING DITCH PROPOSED DITCH SILT FENCE PROPOSED SIDEWALK MATCH LINE ® ■ ■ LIMITS OF DISTURBANCE EXISTING PAVEMENT -.. PROPOSED PAVEMENT RIP -RAP ® SEWER MANHOLE CHECK DAM DRAINAGE FLOW BENCHMARK 10 PIPE/CULVERT INLET PROTECTION WOODS LINE ti ti SWALE BEGIN INV. = 7.50 INSTALL NCDOT ? (u TYPE 3 BARRICADES C 2 O 1`\ i SEE DETENTION POND \� r --- OUTLET DETAIL N/F f0, 662 SF SWALE BEGIN U 47 SHEET# 12 M.B. 37, PG. 40 INV. 7.50 1� . - i III D.B. 854, PG. 880 10, 408 SF ^ ` -- JAMES C. \ �- _- � ZONE: R-1515 O 's( NUGGET TRAIL YAR- PIPE SWALE BEGIN AGRICULTURAL STA. 13+65.83 INV. = 7.00 B HIGH POINT 11,796 SF CEDAR POINT CIRCLE "\ -. INV. = 5.70 = 9.85 NUGGET TRAIL STA. 01+19.69 STA. 13+15.36 CURB INLET # 29 CEDAR POINT CIRCLE TC ELEV. = 9.30 STA. 01+19.69 INV. = 6.10 ' ' ,.:-.. -. E CURB INLET # 27 0 4 =� �= _ - `! HARD P5.70 ' TC ELEV. = 9.30 10, 000 Sr OUTLET PIPE - INV = 3.00 .. - "AE" (EL 9 FLOOD ZONE 43 B 9. ZONE CURB HIGH POINT 42 :T # 25 --�� FL000 ELEV. = 9.75 10, 000 SF 41 D-- = 9.85 _------'- 27 NUGGET TRAIL n 101000 Sr O O '-5 NUGGET TRAIL 77 STA. 15+46.89 °' 10, 000 Sr `�"^*' '` STORM MANHOLE 11 + NUGGET TRAIL 10,000 SF 39 , STA. 13+15.33 . '�. r.,,.�.� � � # STA. i6+33.89 CEDAR POINT CIRCLE �` `$"'. t a �„ NC ELEV. 25 9.30 II CURB INLET # 53 10, 000 SF F STA. 01+70.25 '`' """.' = TC ELEV. = 9.30 79 CURB INLET # 26 , . i- INV. = 5.30 0, 000 0 a NUGGET TRAIL 10, 180 Sr TC ELEV. = 9.30 - " CURB HIGH POINT WALE BEGIN ^. m, STA. 19+6 AL 10, 000 SF A 1 INV. = 5.50 �' '� x. -, _ ELEV. = 9.85 CURB INLET 55 S # + INV. 72 0 o TC ELEV. = 9.30 N 36 I f0, 000 SF _ INV. = 5.30 t " If 14,191 SF U NUGGET TRAIL 0000 SF a r, STA. 15+50.50 NUGGET TRAIL CURB HIGH POINT 35 NUGGET TRAIL ELEV. = 9.75 STORM MANHOLE # 10 STA. 16+31.41 STA. 13+65.83 TC ELEV. = 9.30 # 54 CURB INLET CURB HIGH POINT a 22,731 SF C H POINT - CEDAR POINT CIRCLE 115 INV. = 3.35 TC ELEV. = 9.30 ELEV. = 9.85 ELEV. = STA. 01+70.25 INV. = 5.25 s. II I ' �w#Tr� t'k t.� f0000 SF 76 116 - ^"i * y a I CURB IGH POINT CURB HIGH POINT CURB INLET # 28 TC ELEV. = 9.30 11. NUGGET TRAIL B7 INV. = 6.00 'I 10,000 SF 10,000 SF 118 'r STA. 19+72.53 1�f , 11 f0, 000 SF 119 TC CURBINLET 56 1 9.30 CEDAR POINT CIRCLE 2O INV. 4.75 I I II STA. 03+78.05 nnn Cr 10,000 SF CURB INLET # 49 = CEDAR POINT CIRCLE - 10,000 SF 121 C RB HIGH POINT •74 TC ELEV. = 9.35 A. 03+49.42 OUTFL 56 -'INV. = 3.25 STRUCTURE f0, 000 SF 17,917 SF CURB INLET # 50 A TC ELEV. = 9.40 12 I A OU TFALL 82 73 INV. = 6.40 INV. = 3.00 11, 492 SF OUTFALL Al INV. - 4.50 NUGGET TRAIL I I STA. 23+35.27 12,061 SF 5 10,000 SF CURB INLET # 59 I. - - TC ELEV. - 9.20 33 CEDAR POINT CIRCLE !2 �- , _ INV. = 4.90 STA. INLET 40 / �� 81 ,927 SF CURB INLET # 48 PROPOSED _ .I SWALE TC ELEV. = 9.75 I' DETENTION POND A _ NUGGET TRAIL INV. = 3.40 7q,67 55,893.89 SF 1.28 AC - - " STA. 22+88.13 ` CURB HIGH POINT T OUTFACE A2 CURB INLET # 6 O N/F INV. = 4.50 . - 9.30 ELEV. = 9.75 - ' TC ELEVINV. = 4.80 _ M.B. 37, PG. 40 200 - - _- I D.B. 854, PG. 860 111 / 1 JAMES C. TATUM 3.00 - \ ZONE: R-15 (9)%0, 000 SF �',^ 1 / .. 4, OUTFALL A3 AGRICULTURAL 51 . 10, 000 SF CEDAR POINT CIRCLE 1 �2•�5 -4 �� INV. = 4-00 \ 124 10,001 sf• J2 II I i u CEDAR POINT CIRCLER STA. 05+61.55 ' STA. 05+33.66 '1 CURB INLET # 46 / 10, 00 SF PT a Y3+8110,000 SF CURB INLET # 47 " TC ELEV. = 9.35 9.� 90 TC ELEV. = 9.35 INV. - 6.05 INV = 3.55 k / -. ' 126 67 10, 000 SF I I PUMP STATION 10, 000 SF CURB HIGH POINT CURB HIGH POINT ELEV. 9.90 ELEV. = 9.60 CROHNS DRIVE AREA \ - 10, 000 Sr STA. 18+56.46 14 3) SWALE BEGIN EGI 10, 000 SF • ; _,, 12 ICURB 10, 000 SF TC ELEV. = 9 304 10, 000 SF INV. 4.25 , - EX. DIT� 10,000 SF EXISTING 15' CMP TO BE REMOVED - -- _ - TO BE FILLED CURB HIGH POINT.. CURB HIGH POINT �� NUGGET TRAIL r � 48 CURB HIGH POW T _ - _-:-- . _ ELEV. = 9.90 "1 ELEV. = 9.90 STA. 25+66.38 ELEV. = 9.75 131 10, 000 SF _._:: - - ..- .,., CURB INLET 9 58 II CROHNS DRIVE �= -- TC ELEV. = 20 4 CURB HIGH POINT STA. 15+16,34 .: CROHNS DRIVE 14 - INV. = 5.25 ;I I ELEV. = 9.75 1 1f0 F CURB INLET 70 STA. 18+44.55 O - CURB INLET # 83 10,000 SF 30 00 f0, 000 Sr TC ELEV. - 9.30 INV. = 4.75 TO ELEV. = 9.30 NUGGET TRAIL 10, 000 SF O O I;!I INV. = 4.30 STA. 25+65.00 I STAH07+ POINT ELEV. = 9.80 ELEV. HIGH POINT r'' f39 11 CURB INLET # 57 I I SWALE -- -... YP000 _w_.______ STA. 12+60.35 1y TC ELEV. = 9.20 INV. = 5.60 CROHNS DRIVE CEDAR POINT CIRCLE CURB HIGH POINT _ jI STA. 12+07.02 10, 000 Sr INV. = 5.75 O CEDAR POINT CIRCLE CURB INLET # 44 70' STA. 07+63.22 TC ELEV. = 9.35 �i;l ® PC a 25+85.87 CURB INLET # 45 INV. = 5.45 CROHNS DRIVE I1 000 SF \ TC ELEV. = 9.35 14f INV. 3.90 STA. 15+11.21 SWALE CURB HIGH P INT CURB INLET # 69 10, 000 SF I'', INV. = 7.60 10, 624 SF 28 ELEV. INV. = 4.80 10,00o SF CURB HIGH POINT I �� UUHe HIUH rulN r STA. 12+12.59 ''. ELEV. = 9.70 CEDAR POINT CIRCLE STA. OB+18.14 .CURB INLET # 40 r TC ELEV. 98 _ INV. 99 00 0,200 SF 10200--V- f0,290 SF CURB HIGH POINT ELEV. = 9.75 SWALE BEGIN INV. = 7.70 f0 02 f01 1 200 SF f0,200 Sr GET TRAIL NUGGET TRAIL 36+89.28 STA. 34+97.35 3 INLET # 34 CEDAR POINT CIR :LEV. = 9.30 STA. 10+52.16 4.80 CURB CURB INLET # 39 TC ELEV. = 9.35 CURB HIGH POINT INV. 4.35 ELEV. = 9_70 IHNS DRIVE ELEV. = 9.80 ip ppp ,pF 12+60.35 34 SWALE BEGIN ' BAR POINT CIRCLE 64 INV. = 8.30 NUGGET TRAIL 08+12.74 10, 000 SF STA. IB INLET .# 43 Q DROP INLET # 67 ELEV. = 9.35 NUGGET TRAIL RIM = 7.00 10,000 SF = 6.05 10, 000 SF STA. 4� '' INV. = 4.50 69 N DROP INLET # 68 m 4 O CURB HIGH P 2B /WELL SITE M.B. 22, PG. 8 RIM - 7.50 IWATER 10,000 SF INV. = 5.00 44 0 11i I��'1 f000p SF ELEV. = 9.80 11, 696 SF I PA QUOTA K�COUNTY SWALE BEGIN 8 1 NUGGET TRAIL I. INV = 8 30 �/ 10,000 SF =. STA. 28+62.55 NUGGET TRAIL (ELEV. = 9.70 I STA. 34+97.35 STA. 36+44.45 CEDAR POINT CIRCLE CURB INLET # 33 A (EL 9) STA. 11+02.74 TC ELEV. = 9.30 CURB INLET # 32 INV. = 4.70 TC ELEV. = 9.35 16 INV. = 4.45 4 15 O H f0, 000 SF 0 SF �1.(J, 000 SF 10,000 SF CURB HIGH POINT 30 FES ELEV. = 9.80 INV. = 5.50 _ ' 1' CEDAR POINT CIRCLE STA. 13+42.33 CURB INLET # 31 TO ELEV. = 8.60 IN INV. = 4.80 II' PROPOSED 110'-18"CMP EXISTING 48" CMP INV. START = 6.75 INV. - 5.70 1 INV. END 6.50 __-.- TTE TO I II PAVEMEI ELEV. _ E, ill CURB HIGH POINT CURB INLET # 62 / 1010Op SF �I % • --�- m TC ELEV. = 9.30 14 m LI INV. = 4.70 10, 000 SF 63 IIII 27 I \ WELL HIGH POINT 16,021 5F I = 9.75 10,000 SF CURB HIGH POINT = NUGGET TRAIL ELEV. = 9.90 \ V! - 10, STA. 31+95.98 '~ CURB INLET # 66 v TC ELEV. = 9.30 .. _ i _ .. II NUGGET TRAIL 8 CIRCLE - r NUGGET TRAIL "�, - INV = 5.20 26 I _ STA. 28+64.89 ,�� NUGGET TRAIL - -e �t I 12,560 SF \ CURB INLET 38 CURB HIGH POINT -_ B_ $ CURB INLET # 61 d✓ 1l CURBTO ELEV. = 9.30 ? 25 -- STA, 10+52.23 ELEV. = 9.90 ELEV. HIGH 9.90POINT INV. = 5.25 ' I 24 0, 189 SF TC ELEV. = 9.35 r � _ INV. = 5.95 / 10, 000 SF 2 SWALE BEGIN \ NUGGET TRAIL 10'. F 4� INV. = 7.50 STA. 31+95.98 22 CURB INLET # 6 1II {I> ui CURB HIGH POINT TC ELEV. = 9.30 10,000 SF 121 i NUGGET TRAIL ELEV. = 9.90 INV. = 5.25 21 \ 120 - \ \ F f0,000 SF STA. 34+46.84 ?0 24" FES CEDAR POINT CIRCLE A ELEV. = 5.45 1 1 9 STA. 1INLET 4 10,000 SF CURB INLET # 37 1g TC ELEV. = 9.35 SWALE BEGIN INV. = 6.05 10, 000 SF \ '•.T INV. = 7.45 \ \ 1 0 SF 11 % INV. = 5.45 116 115 \ 1 109 \ 1 i CURB HIGH POINT ` \ ' 108 \ \ 1 N/F _ EI_€V. = 9.80 \ 107 1 \ PHASE II SUMMERFIELD M.B. 34, PG. 10-13 106 \ \ �� \ ZONE: R-10, R-8 \ DEVELOPED SUBDIVISION 105 104 \ CEDAR POINT CIRCLE\ EX. INV. = 6.35\ STA. 13+42.33 .I 1 I, CURB INLET # 30� -- - TC ELEV. = 8.60 INV. = 5.90 -0 bA TEMP. GRAVEL 8R\P�w000 STING 9 ff OONSTRU E S AENTRANCE I CONSTRUCTION I N ROAD ITENTRANCE. FFIC 8.76 --- USES THIS ENTRANCE. ANOTHER TEMP. GRAVEL CONSTRUCTION WILL NEED TO BE INSTALLED HERE. II INSTALL ADDITIONAL PAVEMENT AS SHOWN. CONTRACTOR TO MATCH GRADE PIPE INFORMATION TABLE NUMBER LENGTH SIZE TYPE INVERT IN INVERT OUT 1 38' 24" CMP 5.20 5.10 2 105' 30' CMP 5.10 4.90 3 224' 30" CMP 4.90 4.55 4 39' 18" CMP 6.10 6.00 5 45' 15" CMP 6.00 5.90 6 139' 36" CMP 4.55 4.30 7 30' 18" CMP 6.10 6.00 8 152' 36" CMP 4.30 4.05 9 28' 18" 1 CMP 6.00 5.90 10 138' 24" CMP 4.50 4.30 12 33' 30" CMP 4.35 4.30 13 168' 30" CMP 4.30 4.05 14 30' 24" CMP 5.30 5.25 15 153' 30" CMP 4.30 4.05 15 130' 42" CMP 4.05 3.85 17 112' 42" CMP 3.85 3.65 18 27' 18" CMP 5.85 5.80 19 150' 48" CMP 3.65 3.40 20 67' 48" CMP 3.40 3.30 21 33' 18" CMP 6.10 6.00 23 27' 18" CMP 6.00 5.90 24 234' 24" CMP 5.30 4.50 25 30' 24" CMP 4.60 4.50 26 160' 30" CMP 4.50 4.25 27 166 1 -1 CMP 5.50 4.25 28 48' 15" CMP 6.10 5.50 29 48' 15" CMP 6.10 6.00 30 48' 18" CMP 6.00 5.50 31 27' 15" CMP 5.90 5.80 32 241' 18" CMP 4.80 4.45 33 43' 18" CMP 5.80 5.70 34 333' 24" CMP 5.20 4.80 35 152' 42"x29" CMP 4.70 4.45 37 52' 1 24" CMP 4.80 4.70 38 48' 1 36" CMP 4.45 4.35 39 48' 15" CMP 6.05 5.95 40 49 18 CMP 5.95 5.85 42 237' 49"03" CMP 4.35 4.00 43 37' 24' 1 CMP 5.00 4.90 44 247' 30" CMP 4.40 4.00 45 52' 42" CMP 4.00 3.90 46 48 18 CMP 6.05 5.95 47 51' 24' CMP 5.45 5.35 48 231' 57"x38" CMP 3.90 3.55 50 39' 15" CMP 6.05 5.60 51 83' 48" CMP 3.55 1 3.40 52 79 48 CMP 3.40 3.25 53 39' 15" CMP 6.40 6.00 54 27' 18" CMP 5.30 5.25 55 341' 24' CMP 5.25 4.75 56 163' 42"x29" CMP 4.75 4.50 57 27' 24" CMP 5.30 4.75 58 27' 15' CMP 5.75 5.25 59 233' 24" CMP 5.25 4.90 60 54' 35"x24" CMP 4.90 4.80 61 201' 42"x29' CMP 4.80 4.50 62 27' 24" CMP 5.25 5.20 63 132' 24" CMP 5.20 5.00 64 131' 35"x24" CMP 5.00 4.80 65 27' 30" CMP 4.80 4.75 66 340' 42"x29" CMP 4.75 4.25 67 1 159' 57"08" CMP 4.25 4.00 68 27' 1 24" CMP 5.25 5.15 69 132' 30" CMP 4.70 4.50 70 13V 30" CMP 4.50 4.30 71 29' 36" CMP 4.30 4.25 72 172' 38" CMP 4.25 4.00 73 159' 48" CMP 3.25 3.00 74 196' 71x47" CMP 3.30 3.00 75 151' 42" CMP 4.00 3.35 76 37' 49"x33" CMP 3.35 3.25 77 139' 49"x33" CMP 3.25 3.00 78 108' 48" CMP -1.00 -1.00 79 86 48" CMP 3.00 2.65 80 117' 48" CMP 2.65 2.35 81 52' 57"x38 CMP 2.35 2.25 82 172' 57"x38" CMP 2.25 2.00 A 127' 18' CMP 5.70 5.30 B 127' 18" CMP 5.70 5.30 C 136' 18" CMP 5.50 5.00 D 126' 18" CMP 5.80 5.25 E 131' 24" CMP 5.45 5.25 F 128' 24" CMP 5.45 5.25 G 144' 24" CMP 4.90 4.60 H 137' 35"x24" CMP 5.50 5.30 1 131' 18" CMP 5.70 5.30 J 81' 18" CMP 5.70 5.30 K 165, 30" CMP 5.70 4.35 IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE CONDITIONS THAT ARE DIFFERENT THAN DEPICTED ON THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK & NOTIFY THE ENGINEER OF THE PROBLEM. THE ENGINEER OR OWNER ARE NOT FINANCIALLY RESPONSIBLE FOR SUCH WORK STOPPAGES OR TIME DELAYS RESULTING FROM ADDRESSING THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY ACCEPTING A CONTRACT TO PERFORM THIS WORK. ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP OF THE HOMEOWNERS ASSOCIATION AND THE MAINTENANCE OF THE DETENTION PONDS IS THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION CURB BER fROAL TRBROMLSLDIMEN SEDIMENTATION C CONS RUCTION. SEE DL [AIL LOrIN SHEET 11 RECEIVE OR U 7 To, DWQ p$OJ # eo GRAPHIC SCALE ,Za ( IN FEET ) ] inch = 60 ft. 00 1 00 N 'r 00 N 00 t3 O N Iasi N In b � U h N o v _ < � 00 <v� f d bs.a 0 E z R O �f 0 o O 0 M K u] �y e L y # W� 0 0 N 8 U � v O o�•/ J C��1^ 6-XI "1 vl J w 0 O O h w � z a y O o V U o w 0 w a W 61 rc W o a ¢ o s N a[ VICINITY MAP NTS }SO i / r F<D � ON�eN O IONe 225/p3 CMeNT \ ADRIENNE/D. BUNDY \ D.B. 440, PG. 916 ZONE: IO VACANT ,AIL:.. - _ ALL �\ 4 21, 7.48 5 (91998 31F 32,286 S_ - 1 (�?a540 SFJ i INSTALL SILT FENCE � ALONG WETLAND LIMITS` i Y I i1 CURB HIGH POINT \' ELEV. = 9.90 i I SF (19,550 SF) \ SWALE BE9,N CURB INLET 29 )NV. - 7.00 IEri HV1 N/F M.B. 37, PG. 40 D.B. 854, PG. 860 JAMES C. TATUM ZONE: R-15 % - OUTLET PIPE - AGRICULTURAL INV = 2.00- BWALE _- 53 o - 82 -07 - b 18,162 SF 12,�SF (14, 081 SF) ,: ' S1 11, 237 SF ""-..,x. :. NUGGET TRAIL NUGGET TRAIL 50 �/ INV 200 STA. 07+39.30 STORM MANHOLE # 15 STA. 07+52.97 CURB INLET # 21 11, 173 SF o� - ��` - \ ',i"tom SWALE BEGIN INV. = 7.50 d, TC ELEV. = 9.35 TC ELEV. = 9.20 'A O ,/ ,' �� - �\ .;,A \ INSTALL NCDOT INV. = 225 INV. = 6.00 4 NUGGET TRAIL 10, gJ5 SF TYPE 3 BARRICADES r- CURB ELEV. HIGH POINT = 9.65 STA. 09+75.36 CURB INLET 2 \ # TC ELEV. = 9.35 _ -'� 10,662 SF I:3. SWALE BEGIN 4) - 81 0.34% INV. = 4.60 2 4 Z • 10 408 SF TRIL J � 46 � � STA.NUGGET 13+65A83 �s N V. ) O SF 4 �+ CEDAR POINT CIRCLE NUGGET TRAIL NUGGET TRAIL p q. V CURB HIGH POINT � ELEV = 985 NUGGET TRAIL TRAIL O � A, STA. 01+19.69 = - -- STA. 07+05.26 STA. 07+52.97 5 ) 0. 9y, STA. 13+15.36 # STORM MANHOLE # 14 CURB INLET # 22 SOP CEDAR POINT CIRCLE o TC ELEV. = 9.30 TC ELEV. = 9.35 68 TC ELEV. = 9.20 @ STA. 01+19.69 00 , INV. = 6.10 4 1 INV. = 2.35 INV. = 5.30 II 26 CURB INLET 9 27 10,000 NUGGET TRAIL �.�,� TC V - 30 OUTLET 67 80 / STA. 09+89.08 ) 0'33__ S - 70, 000 SF INV = ® ELEV. CURB HIGH POINT o ; i � � _ LOPe INV. = 6.10 ELEV. = 9.90 - CURB INLET # 23 �� - _. II NUGGET TRAIL - 9 -- STA. 03+80.72 - ' --JQ 0003E CURD HIGH POINT / NVELE 4.50 9.35 - 0.3dg BLOpE - ��, --" " E FLOOD ZONE" "AE"_ (EL ) -. C %� 57 CURB INLET # 1 r ELEV. = 9.90 NUGGET TRAIL. - TC ELEV. = 9.40 rye° 66 ,-'NUGGET TRAIL 76 .STA. 11+49.08 _ - FL>3�D ZONE ") CURB HIGH POINT 1000E STA. 06+91.35 _ CURB INLET # 25 ' _ _ ELEV. = 9.75 ' 10, 000 SF STORM MANHOLE # 13 TC ELEV. = 9.85 UGGET TRAIL 214383 SF \ TC ELEV. = 9.35 69 4 w CURB HIGH POINT NUGGET TRAIL 0.3q � 77 INV. = 425 27 � 28 / � � 77 TA. 15+46.89 SFJ j / INV. = 2.65 O o ELEV. = 9.90 70, 137 SF 78 STA. 13+15.33 SLOPf STORM MANHOU 10, 000 SF -r o 2 03 3 NVELEV. 3.25 9.3 =J q CEDAR POINT CIRCLE I OUTFLOW 79 b� STRUCTURE dy 10, 162 SF STA. 01+70.25 4g, CO ' - � 79 CURB INLET # 26 0 %� pf TC ELEV. = 9.30 �� 65 10, 180 SF i WARREN WAY PC _ INV. = 5.50 i = STA. 01+97.15 1+78. 80 rn f0, 000 SF CURB INLET 14 22 % 72 r TC ELEV. = 9.35 WARREN WAY 10, 000 SF v 0.33� I I ) NUGGET TRAIL INV. = 6.10 STA. 02+16.73 v �`"'-�--- I STA. 03+56.13 70 CURB INLET # 13 CURB INLET 2 114 y # TC ELEV. = 9.35 OUTFACE 61 /7 m 58 v . TC ELEV. INV. = 3.30 75 h U NUGGET TRAIL no 10,000 SF o ELEV. = 4.00 d / I p INV. = 5.10 O,DOO SF a, �,, STA. 15+50.50 i 2,,321 SF 2 1 M CURB HIGH POINT ). �. 72, 003 SF NUGGET TRAIL ELEV. = 9.75 STORM MANHOLE d� (/J6, 305 SFJ � O a / pp o STA. 13+65.83 TC ELEV. = 9.30 I 64 CURB HIGH POINT CEDAR POINT CIRCLE 115 INV. = 3.35 i l IO,OOOO SF / 2x�j . ELEV. = 9.75 STA. 01+70.25 10, 000 SF 75 116 �' 20 74 „ELEB HIG9.75POINT CURB INLET = 9.30 10,000 SF i � CURB HIGH POINT ELEV. = 9.90 CEDAR POINT CIRCLE INV. = 6.00 NUGGET TRAIL 71 �} STA. 1 145.52 74 0,1 10000 SF 113 �� Il CURB INLET # 51 10, 000 SF o TC ELEV. = 9.80 CURB HIGH POINT WARREN WAY 12,898 5F ^'F STA. 03+78.05 0 100 0 SF N/F INV. = 4.90 ELEV. = 9.80 STA. 02+80.52 ,P`"'�F, CURB INLET # 49 o CEDAR POINT CIRCLE OUTFLOW D.B. 748, PG. 529 CURB INLET # 12 F, O� TC ELEV. = 9.35 STA. 03+49.42 SITE DATA: KAREN ASHLEY COOPER ,�±l(:_ �. '1: OUTFACE 83 STRUCTURE 59 CURB HIGH POINT h WARREN WAY TC ELEV. = 9.80 O fNV. 3.25 CURB INLET # 50 T_ `b /p INV. = 3.00 ZONE:R-10 ELEV. = 9.90 "s. _ STA. 04+31.06 INV. = 3.40 p O - TC ELEV. = 9.40 1. OWNER/DEVELOPER: ��� VACANT -- 20,495 SF C = 1+81.55 �I CURB INLET # 11 y OO,a��0 73 tgl HAP OF ELIZABETH CITY, LLC. (10,236 SF) 63 0 o _ P.O. BOX 1100 \ a' `�I� - \- 10, 000 SF p p o NV.ELE 5.85 9.60 F OIU/TFAL 3.00 ELIZABETH CITY, NC 27906 o° of (252) 339-7777 3\ PROPOSED .o DETENTION POND B 70,150 SF 82 /jlp ,� 2. THIS PROPERTY IS ZONED: R-10 \+ -� w g !' SECTION 2 CURB HIGH POINT i O w ,i -- -� a "V o S 14,526.08 SF ELEV. = 9.80 5 `* 10,000 SF 7 � •� o w �� o - p n 12, 067 SF o 3. AREA TO BE SUBDIVIDED: 55.39 AC \ JEh. IIVV = 4.H/ ��- o m 0.33 AC $ o� CEDAR POINT CIRCLE 1.,1 - 'o $ STA. 04+52.40 / 4. TOTAL DISTURBED AREA: 54.72 AC ^ o -'- / o $ CURB INLET 48 / PR ' oM' o 10,000 SF% 72 + TC ELEV. = 9.75 / DETENI TBM PK NAIL - - N'$ INV. = 3.40 l% 5. TOTAL IMPERVIOUS AREA: 33.62 AC - --�-. EX. 15' CMP 10329 SF oy, q+YAs v", i 55,893.89 PERCENT IMPERVIOUS: 60.7% IN PAVEMENT �j "----� � _- 0 _ � _ Q` _ ELEV. = 8.52 _ INV 4 71REMOVED WARREN WAY i v CURB HIGH POINT �-t1 j �i i _ TO BE / - " '�. 6. SMALLEST OVERALL LOT = 10,000 SF NAVD 88 \ NUGGET TRAIL - FB STA. 04+31.06 ELEV. = 9.75 CURB INLET # 10 y, ' SNUGGET TRAIL - TC ELEV. - 9.60 i" •/ i O 7. LINEAR FOOTAGE OF PROPOSED STREETS: , \ CROHNS DRIVE - - 7g - NUGGET TRAIL 4608.59 LF 1 1 i _� STA. 01+72.41 - STA. 00+20.31 �� _ INV. = 3.65 CROHNS DRIVE 2111.72 LF \ �ll� I /E'^ CURB INLET # 4 \�CROHNS DRIVE WARREN WAY 693.24 LF INSTALL 20' X 50' TEMP. I - TC ELEV. = 9.30 STA. 02+16.06 C w EVERGREEN DRIVE 1,40773 LF GRAVEL CONSTRUCTION f INV. = 6.00 5 CURB INLET # 3 , � - - - PROPOSED a 10, 000 5E STA. 05 611.55 1RCLE ENTRANCE SEE DETAIL ILO 00' TC ELEV. = 9.30 12, 018 SF - DETENTION POND B o CEDAR POINT CIRCLE TOTAL 3;"h5°3:7�.hF ( ) N� � �'� � � '�� ' ` � �� � x ''. - -:3 � CURB INLET 46 ' " �-'� � CURB -HIGH `: 24. ", - _ INV. = 4.55 ry �i _ _ - _ SECTION 1 o STA. INLET 66 # �- /� CURB HIGH POINT ELEV. = 9.95 �' --- - _ 53,243.25 SF = 1.22 AC o CURB INLET # 47 TC ELEV. = 9.35 �- 8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT - 1'L _ - C1 INV. = 6.05 PROPERTY LINES. i III-- - - - Y --- 4-- - 1 Q ELEV. = 9.65 \ 6O -- WARREN WAY ` "�. - - - - - - TC ELEV. = 9.35 _ - �-� 9. TOTAL NUMBER OF LOTS: 149 &OPEN SPACE �^ - --7% / I'I _.-- ,I 1 STA. INLET 1 \ EX INV. = 3.55 O '� C" 'IJ 1 - i I Q 10000 SF CURB INLET FILLED CROHNS DRIVE TC ELEV. = 9.95 \ DITCH 70 BE 10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE" _ OP STA. 03+48.86 a INV. = 3.85 0 PT a ,-F- PUMP STATION (ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J -I�- I( g7gHp�}D7g1 TC RELEV. = 930 Sy.85,g3 \ - O ::,AREA DATED DATED OCTOBER 5, 2004. ER. LuP =_ 8_85�I I / CURB INLET # 5 n SWALE BEGIN . INV. = 4.30 ` 16 _ 10,000 SF u 4 "� 11. TOTAL OPEN SPACE PROVIDED: 5.99 AC 1111����I I B__ - - TC ELEV. = 9.30 + N 2 - _- I f I I INV. = 6.10 CURB HIGH POINT �. o O \- _ _ � '� F I ,tY 6 74 C 12. DETENTION PONDS TO BE AERATED. „ 1 II ELEV. = 9.65 7 92 I V ' a 'TM 10 000 SF _ q DITC TO BE FILL IYJ. - I ;;,I �` o CROHNS DRIVE - - d NV = 3 1 - 8 qg CURB HIGH POINT'__ DRIVE STA. OS+00.78 O ELEV. = 9.75 10, 000 SF I I; WARREN WAY ___-- 131 +62.78 STA. 06+76.66 '� � '91 1Y o CROH1 DRI166 VE Fr I CURB IN # 7 >� CURB INLET 8 CURB HIGH POINT 10,000 SF STA. 1INLET TC ELEV. = 9.25 y - # f0, 000 SF ELEV. = 9.75 CURB INLET 70 O TC ELEV. = 9.55 --�_ _- - - 110 TC ELEV. = 9.30 INV. = 6.10 � �o INV. = 4.05 CROHNS DRIVE \ �o INV. = 4.75 I j , STA. 06+53.27 1 W f0000 SF O-�\ 90 89 BB 87 �., 86 85 II '' CURB INLET # 15 r CROHNS DRIVE TC ELEV. = 9.05 V' STA. 12+60.35 III j _ 16,070 SF' CURB HIGH POINT! "� _ 10, 000 SF 10, 000 5F 10, 000 SF >0,000 SF �>7.000 SF----- - o CEDAR POINT CIRCLE CURB HIGH POINT INV. = 4.30 CROHNS DRIVE -o ELEV. = 9.80 'I. 15 STA. 12+07.02 m STA. INLET 22 CEDAR POINT CIRCLE CURB INLET /� 44 SLpPE� II --o. Qq dr CROHNS DRIVE STA. 07+63.22 TC ELEV. = 9.35 p.30°>°' �6 '�• N/F 2y ° < I INV. 5.45 �� ° TERRY COOPER & MARIANNE COOPER '� {I `%IVV = 6,31 9C STA 09+47.05 CURB INLET # 45 4 V / pPE D.B. $88, PPG. 3 39 I I 1>, 485 SF a 13 O'OF I ELEB HIGH POINT TCRB INLET - 9.102 CURB HIGH POINT NVTIC ELE 3.90 9.35 II I�i I I ZONE:CURB HIGH POINT - SEO I NUGGET TRAIL ELEV. - 9.55 INV. = 5.00 0-`� .--•�� 1 -"DEVELOPED STA. 44+74.69 a 4 ELEV. = 9.70 --A II _ CURB INLET # 18 0.43q III I I I 30" FES -, :. O TC ELEV. = 9.15 y.. SLOP �t - = o INV. = 5.70 NV. = 4.35 g3 f 039%SL 0.319 SLOPE 59% 4 CURB HIGH POINT O o �� 3 CROHNS DRIVE ELEV. 9.80 EX INV = 6.81 > 761 SF DRIVE 0'3,% SL 45 STA. 12+60.35 134 _ RO NS 0.46%. CEDAR POINT CIRCLE PT CURB INLETO 00 4q+82.980 SWALE CURB E # 05 -' � CURB OINLET.7443 13 10,000 SF J OP � qq. 64 V. = 9. CROHNS DRIVE NUGGET TRAIL TC 35 . CURB HIGH POINT CURB HIGH POINT STA. 12+12.59 ELEV= 9.10, 000 SF STA. III II CROHNS DRIVE INV. = 6.05 " A. 72. NUGGET TRAIL ELEV. = 9.65 STA. 09+ 78 ELEV. = 9.70 CEDAR POINT CIRCLE 32 DROP INLET # 68 STA. 08+18.14 RIM = 7.50 o - STA. 44+54.79 94 CURB INLET # 41 II _ /' I, 1f w CURB INLET # 17'---� --`� ---_ TC ELEV. = 9.10 CURB INLET # 40 o f0, 000 SF N/F EXISTING EXISTING 15" CMP w - i ,1 TC ELEV. = 9.15 - -' �t',2 3F - TC ELEV. = 9.35 TERRY COOPER &MARIANNE COOPER I TO BE REMOVED - INV. = 4.40 \ `� _ INV. = 430 EX. INV 6.8 J' _ I� INV. = 4.00 SWAL= BEGIN N D.B. 392, PG. 313 m �_ gg f i ZONE: R-15 109 ;� .� EX DITCH To _ - _. 96 - '9 - - _ 0 100 N INV. - 8.30 --- DEVELOPED m 10 11,017 SF - FILLED 1L269 S �_� - 10,200 SF-_-10200 SF 10,20b 5� 10,290 SF ° - -- - CURB HIGH POINT 8 �I OCURB HIGH POINT �. o ELEV. = 9.45 SWALE HIGH POINT -_- _ f4 ELEV. = 9.45 '� SWALE "�-- CURB HIGH POINT INV. 111:- 7.70 INV. - 5.70 -�-- ELEV 975 CURB HIGH POINT - n _ _ `--�-�� O I _. I,, CX INV = 7.62 1 SF -=--.-�_j ELEV. = 9.75 10,000 SF - 1 NUGGET TRAIL NOTIFY ULOCO AT 1 -800632 4949 FOR LOCATION OF EXISTING UTILITIES LEGEND DRAINAGE AREA 1 DRAINAGE AREA 2 ROAD CENTER LINE EXISTING CONTOUR 9.00 PROPOSED CONTOUR - - EXISTING DITCH PROPOSED DITCH ❑ ❑ SILT FENCE PROPOSED SIDEWALK MATCH LINE LIMITS OF DISTURBANCE EXISTING PAVEMENT PROPOSED PAVEMENT ® RIP -RAP ® SEWER MANHOLE CHECK DAM DRAINAGE FLOW BENCHMARK 10 PIPE/CULVERT INLET PROTECTION WOODS LINE PIPE INFORMATION TABLE PIPE INFORMATION TABLE NUMBER LENGTH SIZE TYPE INVERT IN INVERT OUT 1 38' 24" CMP 5.20 5.10 2 105' 30" CMP 5.10 4.90 3 224' 30" CMP 4.90 4.55 4 39' 18" CMP 6.10 6.00 5 45' 15" CMP 6.00 5.90 6 139, 36" CMP 4.55 4.30 7 30' 18" CMP 6.10 6.00 8 152' 36" CMP 4.30 4.05 9 28' 18" CMP 6.00 5.90 10 136' 24" CMP 4.50 4.30 12 33' 30" CMP 4.35 4.30 13 168, 30" CMP 4.30 4.05 14 30' 24" CMP 5.30 5.25 15 153' 30" CMP 4.30 4.05 16 130, 4, 1CMP 4.05 3.85 17 112' 42' CMP 3.85 3.65 18 1 27' 18" CMP 5.85 5.80 19 150, 48" CMP 3.65 3.40 20 67' 48" CMP 3.40 3.30 21 33' 18" CMP 6.10 6.00 23 27' 18" CMP 6.00 5.90 24 234 24" CMP 5.30 4.50 25 30' 24" CMP 4.60 4.50 26 160' 30" CMP 4.50 4.25 27 I 166' 24" CMP 5.50 4.25 28 48' 15" CMP 6AO 5.50 29 48' 15" CMP 6.10 6.00 30 48' 18" CMP 6.00 5.50 31 27' 15" CMP 5.90 5.80 32 241' 18" CMP 4.80 4.45 33 43' 18" CMP 5.80 5.70 34 333' 24" CMP 5.20 4.80 35 152' 42"x29" CMP 4.70 4.45 37 52' 24" CMP 4.80 4.70 38 48' 36" CMP 4.45 4.35 39 48' 15" CMP 6.05 5.95 40 49' 18" CMP 5.95 5.85 42 237 49'x33" CMP 4.35 4.00 43 37' 24" CMP 5.00 4AO 44 247' 30" CMP 4.40 4.00 45 52' 42" CMP 4.00 3.90 46 48' 1 18" CMP 6.05 5.95 47 51' 24" CMP 5.45 5.35 48 231' 57"x38" CMP 3.90 3.55 50 39' 15" CMP 6.05 5.60 51 83' 48" CMP 3.55 3.40 52 79' 48" CMP 3.40 3.25 53 39' 15" CMP 6.40 6.00 54 27' 18" CMP 5.30 5.25 55 341' 24" CMP 5.25 4,75 56 163' 42"x29" CMP 4.75 4.50 57 27' 24" CMP 5.30 435 58 27' 15" CMP 5.75 5.25 59 233' 24" CMP 5.25 4.90 60 54' 35%24" CMP 4.90 4.80 61 201' 42%29" CMP 4.80 4.50 62 27' 24" CMP 5.25 5.20 63 132' 24" CMP 5.20 5.00 64 131' 35"x24" CMP 5.00 4.80 65 27' 30" CMP 4.80 4.75 66 340' 42"x29" CMP 4.75 4.25 67 159' 57"x38" CMP 4.25 4.00 68 27' 24" CMP 5.25 5.15 69 132' 30" CMP 4.70 4.50 70 131' 30" CMP 4.50 4.30 71 29' 36" CMP 4-30 L25 72 172' 36" CMP 4.25 4.00 73 159' 48" CMP 3.25 3.00 74 196' 71"x47" CMP 3,30 3.00 75 157' 42" CMP 5.40 5.30 76 37' 42" CMP 5.40 5.30 77 139, 42" CMP 5.40 5.30 78 108' 48" CMP -1.00 -1.00 79 66' 48" CMP 5.40 5.30 80 117' 48" CMP 5.40 5.30 81 52' 48" CMP 5.40 5.30 82 172' 48" CMP 5.40 5.30 A 12T 18" CMP 5.70 5.30 B 127' 18" CMP 5.70 5.30 C 136' 18" CMP 5.50 5.00 D 126' 18" CMP 5.60 5.25 E 131' 24" CMP 5.45 5.25 F 128' 24" CMP 5.45 5.25 G 144' 24" CMP 4.90 4.60 H 13T 35"x24" CMP 5.50 5.30 131' 18" CMP 5.70 5.30 J 81, 18" CMP 5.70 5.30 K 165' 30" CMP 5.70 4.35 IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE CONDITIONS THAT ARE DIFFERENT THAN DEPICTED ON THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK & NOTIFY THE ENGINEER OF THE PROBLEM. THE ENGINEER OR OWNER ARE NOT FINANCIALLY RESPONSIBLE FOR SUCH WORK STOPPAGES OR TIME DELAYS RESULTING FROM ADDRESSING THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY ACCEPTING A CONTRACT TO PERFORM THIS WORK. 3 EX. PJb 6.42 = T-� ST. 1+95.98 A J N/F m N m y q0 SF CURB INLET # 66 ,4 1 JACK A. COOPER & JOAN D. COOPER I a\ SWALE BEGIN - TC ELEV. = 9.30 J O NUGGET TRAIL NUGGET TRAIL INV. = 7.70 42 '� �_'='< - INV. = 5.20 I 1 D.B. 576, PG. 408 t- STA. 42+99.75 11,803 SF / eA 10000 SF _ 1 m V\ STA. 43+08.07 _ J z I ZONE: R-15 g CURB INLET # 20 YY - _ _ l DEVELOPED z TC ELEV. = 9.10 CURB INLET # 19 .9� o y NUGGET TRAIL INV. = 6.00 9 TC ELEV. N o CEDAR POINT CIRCLE 10 106 f05 104 103 102 ' 707 �' STA. 34+46.84_ - I, I w INV. = 4.50 r ro CURB HIGH POINT t 10, 892 SF 10,200 SF 10,200 SF 10,200 SF 10200 SF 10,200 SF m STA. 10+52.23 ELEV# 38. = 9.90 0 6 - :7----- _ F • ;- o _ NUGGET TRAIL STA. NUGG34 97 35 TC ELEVT TRAIL CURB . 9. 0. 7 y� r jI -� STA 36+89.28 / ��- ' Ex. INV = -1_.93 .,\ I I f I s 18, 582 SF 0 NUGGET TRAIL CURB INLET # 34 INV. = 5.959.35 U i \� CEDAR POINT CIRCLE o II STA. IN ET 28 TC V. = 9.30 CUR610 2 I CURB HIGH POINT a CURB INLET 36 LET 39 40 ELEV. II I x 0 ELEV. 9.70 o TO ELEV. 111:- 9.15 INV. = 4.80 L 1# SEOPE� i1 NUGGET TRAIL INV. = 5.20 TC ELEV. = 9.35 p6-i'-,/ STA. 31+9598 I I °6 F !o CURB HIGH POINT CURB HIGH POINT - ". CURB INLET 65 `• CO,o o ELEV. - 9.80 ELEV. = 9.70 3 SLOPE I , N _ 5 Og5°I "�' CURB HIGH POINT TC ELEV. = 9.30 = 7.44 - _ '� 3 ELEV. 9.90 INV. 5.25 - 0.47% SLOPE '� 0.4 %. OP ' 4= 0. 2% LOPE O g7% NUGGET TRAIL A� (50r ° - 38 STA. 34+46.84 _ _ ` 33 I-® I I 0,54% CEDAR POINT CIRCLE 20 -L o 0.33% SLOPE 0.36% SLOPE 0.34% SLOPE 37 STA. 11+02.74 10, 000 SF CURB HIGH POINT 3-, - CURB INLET # 37 1g ELEV. = 9.70 D.B. 621, PG. 369 I 26,972 SF .. ... ....-_ - TC ELEV. = 9.35 KATHRYN K. WEST & SAMUEL J. WEST I I - - CURB HIGH POINT CURB HIGH POINT NUGGET TRAIL INV. = 6.05 10,000 SF ZONE: RMH-CUD NUGGET TRAIL ---__ELEV. = 9.80 ELEV. = 9.70 -STA. 34+97.35 0 0 78 DEVELOPED I _ - STA. 39+77.76 \ NUGGET TRAIL CEDAR POINT CIRCLE 'w E `�.34-. 9'j. 1 -- -- -- CURB INLET 35 STA. 36+44.45 --_ - - - -+ TC ELEV. = 9.15 -- - -- - \ CURB INLET # 33 A� (EL 9) STA. 1INLET 4 �,y T as ,✓, ODO SF - CURB INLET # 32 N r --��� INV. = 5.80 - --.-_. ----- TC ELEV. = 9.30 TC ELEV. = 9.35 ro O ,/. 9 INV. = 4.70 INV. = 4.45 'o 'o EX. INV 6.60 1 / 19, 749 SF o `� 10 Il 12� - 13 O 15 16 r^ �^ i 12, 873 SF10,000 • I / TO,.000 SF// 10, DOO SF ��0, 000 SF 10, ODO SF "N 000 SF O 10, 000 SF 10, 000 SF 10, 000 SF _ � = 1 30" FES EY.. I1'ORB HI H POI -h I� I 9.80 EX. IIVV 7.99 i 7t7-� _. ..1; -_ EX. DITCH TO BE UNDIS :D - -_- _ -�� L--EL - -- J EX. INV 6 25 - '/ - - 7 -_-�. _ � 106 1 N/F - EX. INV I \ EX. INV. = 8.23 I"A"I EX. INV. - 6.76 I ,.� I I C 5-99 105 BRIARWOOD SECTION N r P.B_ 4, j \ I DEVELOPED SUBDIVISION I I !y� / °"� S 1 I I6D m 104 1 7 .9 _ �,. CEDAR POINT CIRCLE _ 1 ' I STA. 13+42.33 # 1 CEDAR POINT CIRCLEEX INV. = 6 35 CURB INLET 31 14 I I I I I I ��- TC ELEV. = 8.60 STA. 13+42.33 %. In ' •5I��� I \ \ \ I I I I I I I I `_INV. _= 4.80 /CURB INLET # 30 TC ELEV 8-60 2 PROPOSED INV. 59013 110' - 18" CMP CMP INV. START = 6.75 INV. - , INV. END 6.50 EX NV - R�PRw° R',' - °C1 °I EX. INV. = 6.84 - . DE TO EXISTING "" "� HAS BEEN SHOWNAT THE SAMN ENTRANCE TRUCTION EROAD PAVEMENT , " ENTRANCE. IF CONSTRUCTION TRAFFIC 3 12 _- ELEV. = 8.76- USES THIS ENTRANCE. ANOTHER TEMP. GRAVEL ---j �� CONSTRUCTION WILL NEED TO BE INSTALLED HERE. Eh INV S 3£t I INSTALL ADDITIONAL PAVEMENT AS SHOWN. CONTRACTOR TO MATCH GRADE J I ALONG EXISTING PAVEMENT. ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP OF THE HOMEOWNERS ASSOCIATION AND THE MAINTENANCE OF THE DETENTION PONDS IS THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION 3 EX. PJb 6.42 = T-� ST. 1+95.98 A J N/F m N m y q0 SF CURB INLET # 66 ,4 1 JACK A. COOPER & JOAN D. COOPER I a\ SWALE BEGIN - TC ELEV. = 9.30 J O NUGGET TRAIL NUGGET TRAIL INV. = 7.70 42 '� �_'='< - INV. = 5.20 I 1 D.B. 576, PG. 408 t- STA. 42+99.75 11,803 SF / eA 10000 SF _ 1 m V\ STA. 43+08.07 _ J z I ZONE: R-15 g CURB INLET # 20 YY - _ _ l DEVELOPED z TC ELEV. = 9.10 CURB INLET # 19 .9� o y NUGGET TRAIL INV. = 6.00 9 TC ELEV. N o CEDAR POINT CIRCLE 10 106 f05 104 103 102 ' 707 �' STA. 34+46.84_ - I, I w INV. = 4.50 r ro CURB HIGH POINT t 10, 892 SF 10,200 SF 10,200 SF 10,200 SF 10200 SF 10,200 SF m STA. 10+52.23 ELEV# 38. = 9.90 0 6 - :7----- _ F • ;- o _ NUGGET TRAIL STA. NUGG34 97 35 TC ELEVT TRAIL CURB . 9. 0. 7 y� r jI -� STA 36+89.28 / ��- ' Ex. INV = -1_.93 .,\ I I f I s 18, 582 SF 0 NUGGET TRAIL CURB INLET # 34 INV. = 5.959.35 U i \� CEDAR POINT CIRCLE o II STA. IN ET 28 TC V. = 9.30 CUR610 2 I CURB HIGH POINT a CURB INLET 36 LET 39 40 ELEV. II I x 0 ELEV. 9.70 o TO ELEV. 111:- 9.15 INV. = 4.80 L 1# SEOPE� i1 NUGGET TRAIL INV. = 5.20 TC ELEV. = 9.35 p6-i'-,/ STA. 31+9598 I I °6 F !o CURB HIGH POINT CURB HIGH POINT - ". CURB INLET 65 `• CO,o o ELEV. - 9.80 ELEV. = 9.70 3 SLOPE I , N _ 5 Og5°I "�' CURB HIGH POINT TC ELEV. = 9.30 = 7.44 - _ '� 3 ELEV. 9.90 INV. 5.25 - 0.47% SLOPE '� 0.4 %. OP ' 4= 0. 2% LOPE O g7% NUGGET TRAIL A� (50r ° - 38 STA. 34+46.84 _ _ ` 33 I-® I I 0,54% CEDAR POINT CIRCLE 20 -L o 0.33% SLOPE 0.36% SLOPE 0.34% SLOPE 37 STA. 11+02.74 10, 000 SF CURB HIGH POINT 3-, - CURB INLET # 37 1g ELEV. = 9.70 D.B. 621, PG. 369 I 26,972 SF .. ... ....-_ - TC ELEV. = 9.35 KATHRYN K. WEST & SAMUEL J. WEST I I - - CURB HIGH POINT CURB HIGH POINT NUGGET TRAIL INV. = 6.05 10,000 SF ZONE: RMH-CUD NUGGET TRAIL ---__ELEV. = 9.80 ELEV. = 9.70 -STA. 34+97.35 0 0 78 DEVELOPED I _ - STA. 39+77.76 \ NUGGET TRAIL CEDAR POINT CIRCLE 'w E `�.34-. 9'j. 1 -- -- -- CURB INLET 35 STA. 36+44.45 --_ - - - -+ TC ELEV. = 9.15 -- - -- - \ CURB INLET # 33 A� (EL 9) STA. 1INLET 4 �,y T as ,✓, ODO SF - CURB INLET # 32 N r --��� INV. = 5.80 - --.-_. ----- TC ELEV. = 9.30 TC ELEV. = 9.35 ro O ,/. 9 INV. = 4.70 INV. = 4.45 'o 'o EX. INV 6.60 1 / 19, 749 SF o `� 10 Il 12� - 13 O 15 16 r^ �^ i 12, 873 SF10,000 • I / TO,.000 SF// 10, DOO SF ��0, 000 SF 10, ODO SF "N 000 SF O 10, 000 SF 10, 000 SF 10, 000 SF _ � = 1 30" FES EY.. I1'ORB HI H POI -h I� I 9.80 EX. IIVV 7.99 i 7t7-� _. ..1; -_ EX. DITCH TO BE UNDIS :D - -_- _ -�� L--EL - -- J EX. INV 6 25 - '/ - - 7 -_-�. _ � 106 1 N/F - EX. INV I \ EX. INV. = 8.23 I"A"I EX. INV. - 6.76 I ,.� I I C 5-99 105 BRIARWOOD SECTION N r P.B_ 4, j \ I DEVELOPED SUBDIVISION I I !y� / °"� S 1 I I6D m 104 1 7 .9 _ �,. CEDAR POINT CIRCLE _ 1 ' I STA. 13+42.33 # 1 CEDAR POINT CIRCLEEX INV. = 6 35 CURB INLET 31 14 I I I I I I ��- TC ELEV. = 8.60 STA. 13+42.33 %. In ' •5I��� I \ \ \ I I I I I I I I `_INV. _= 4.80 /CURB INLET # 30 TC ELEV 8-60 2 PROPOSED INV. 59013 110' - 18" CMP CMP INV. START = 6.75 INV. - , INV. END 6.50 EX NV - R�PRw° R',' - °C1 °I EX. INV. = 6.84 - . DE TO EXISTING "" "� HAS BEEN SHOWNAT THE SAMN ENTRANCE TRUCTION EROAD PAVEMENT , " ENTRANCE. IF CONSTRUCTION TRAFFIC 3 12 _- ELEV. = 8.76- USES THIS ENTRANCE. ANOTHER TEMP. GRAVEL ---j �� CONSTRUCTION WILL NEED TO BE INSTALLED HERE. Eh INV S 3£t I INSTALL ADDITIONAL PAVEMENT AS SHOWN. CONTRACTOR TO MATCH GRADE J I ALONG EXISTING PAVEMENT. ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP OF THE HOMEOWNERS ASSOCIATION AND THE MAINTENANCE OF THE DETENTION PONDS IS THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION NOTE: ALL CURB INLETS SHALL BE PROTECTED FROM SEDIMENTATION DURING CONSTRUCTION. SEE DETAIL ON SHEET 11. GRAPHIC SCALE 60 0 30 60 20 ( IN FEET) 1 inch = 60 ft. N � Doti � �i 00 �e � ey U p rr1 O � N h N Jo 00 Y U M 0 0 0 3 4 F o a 0 O o O 0 # 0 N 0 0 O L14 O 1 O v ) w ,1L v! V= s Y � � 0. a � w � 0 O U U w a 0 w 0 0 rn ON o � VICINITY MAP NTS SITE DATA: 1. OWNER/DEVELOPER: HAP OF ELIZABETH CITY, LLC. P.O. BOX 1100 ELIZABETH CITY, NC 27906 (252) 339-7777 2. THIS PROPERTY IS ZONED: R-10 3. AREA TO BE SUBDIVIDED: 55.39 AC 4. TOTAL DISTURBED AREA: 54.72 AC 5. TOTAL IMPERVIOUS AREA: 33.62 AC PERCENT IMPERVIOUS: 60.7% 6. SMALLEST OVERALL LOT = 10,000 SF 7. LINEAR FOOTAGE OF PROPOSED STREETS: NUGGET TRAIL 4608,59 LF CROHNS DRIVE 2111.72 LF WARREN WAY 693.24 LF EVERGREEN DRIVE 1.407.73 LF TOTAL 3,153.75 LF 8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT PROPERTY LINES. 9. TOTAL NUMBER OF LOTS: 149 & OPEN SPACE 10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE" (ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J DATED OCTOBER 5, 2004. 11. TOTAL OPEN SPACE PROVIDED: 5.99 AC 12. DETENTION PONDS TO BE AERATED. NOTIFY ULOCO AT 1-800-632-4949 FOR LOCATION OF DUSTING UTILITIES LEGEND DRAINAGE AREA 1 DRAINAGE AREA 2 ROAD CENTER LINE -- - " - EXISTING CONTOUR PROPOSED CONTOUR 9 00 - - EXISTING DITCH PROPOSED DITCH SILT FENCE ❑ ❑ PROPOSED SIDEWALK ' - -- MATCH LINE i LIMITS OF DISTURBANCE EXISTING PAVEMENT PROPOSED PAVEMENT RIP -RAP SEWER MANHOLE 7 CHECK DAM DRAINAGE FLOW BENCHMARK 10 PIPE/CULVERT iii------ili INLET PROTECTION WOODS LINE r V �q v ti O \� SWALE BEGIN td INV. = 7.50 INSTALL NCDOT Z Lv TYPE 3 BARRICADES Z 1p, 662 SF O - -� SWALE BEGIN V M.B. 37, PG. 40 47 [INV 7.50 1-, 5� D.B. 854, PG. 860 \ JAMES C. TATUM 10, 408 SF- ZONE: R-15 AGRICULTURAL r O NUGGET TRAIL YARD PIPE SWAE BEGIN w STA. 13+65.83 �-- ""`----_- INV = 5.70 INV. = 7.00 11, 796 SF ..i 4 CEDAR POINT CIRCLE - B. HIGH POINT NUGGET TRAIL U STA. 01+19.69 E V = 260 7 - 9:85 # 29 CURB INLET STA. 13+15.36 CEDAR POINT CIRCLE TO ELEV. = 9.30 -- YARD PIPE INV. - 6.10 - '<- STA. 01+19.69 o 0, 0.'0 4 -�B _ -�� INV. = 5.70 CURB INLET # 27- 0. TC ELEV. = 9.30 10, 000 SF CUTLET PIPE INV = 3.00 �f INV. = 6.10 ---- �- 0.33%.. -...� "AE" (_EL 9) �� . 43- RAIL °SCOPE / �` 9-_FOOD ZD O .9. „�`'.. �� 0 ZONE ") - CURB HIG POINT 10,000 :T # 25 _ ELEV. = 5 n 10, 000 SF 41 -D = 9.85 _. 27 UGGET TRAIL O 15 O NUG28 77 'STA. 15+46.89 10,000 SF \ _ STA.G13+15A33 \p34XS(p- , STORM MANHOLE # 11+ STAC16++333.89 1Q000 SF 39 38 \ a 1 l , C ELEV. = 9.30 CEDAR POINT CIRCLE 2 p3 INV. = 3.25 II TC CURB INLET 9.30 1q D00 SF A 10, 000 SF p STA. 01+70.25 l'T 37 79 CURB INLET # 26 p %� S(Opf �� q INV. = 5.30 CURB HIGH POINT NUGGET TRAIL ^ 10,000 SF 10, 180 SF TC ELEV. = 9.30 t-�_ ELEV. H 9.85 STA. 19+68.09 ac INV. = S.SO ... 55 TC CURB INLET = 9.30 N O O ° PE - - INV. _ 14,191 SF 72 � 76 SLO 0.33% 0.33% , _ - 5.30 II 1ooaa SF s(ppf + ®_�f NUGGET TRAIL p p/ � ... .... q 0 if / 114 \ NUGGET TRAIL � U ° SOpE 0, 000 SF q CURB HIGH PO T STA. 15+5NUGGET TRAIL A A NUGGET TRAIL ELEV. = 9.75 STORM MANHOLE # 10 STA. 16+31.41 STA. 13+65.83 TC EEV. = 9.30 CURB INLET # 54 CURB HIGH POINT 0.3 U 11✓` INV. = 3.35 ELEV. = 9.85 5% SLOPE C H POINT CEDAR POINT CIRCLE TC ELEV. = 9.30INV = 5.25 CURB IGH POINT ELEV. = STA. 01+70.25 116 CURB HIGH POINT CURB INLET # 28 70, 000 SF 75 EL 9.85 ELEV. = 9.75 TC ELEV. = 9.30 10,000 SF 17i' NUGGET TRAIL �� g1 (/ INV. = 6.00 118 STA. 19+72.53 �f 10,000 SF CURB INLET # 56 - \ 119 TC ELEV. = 9.30 10000 SF 113 _ fO, DOO SF- 12D INV. = 4.75 9 CEDAR POINT CIRCLE 10,000 SF STA. 03+78.05 0 0 f21 C RB HIGH POINT CURB INLET # 49 o CEDAR POINT CIRCLE OUTFL 10,000 SF 56 E EV. = 9.85 0 TC ELEV. = 9.35 STA. 03+49.42 STRUCTURE f0, 000 SF o �s INV. = 3.25 CURB INLET # 50 O - TC ELEV. = 9.40 122 Ass ,I` OUTFACE B2 73 5 INV. = 6,40 ,p l0 �_ - _ _ 11, 492 SF INV. = 3.00 o -�-4 Lj NV. AL4.50 sO0 _ 82 q a. �f12 f j r °`Zoo 12,061 SF 5 0 / 10,000 , CEDAR POINT CIRCLE ZOO-1op _�- - - - 61 STA. 04+52.40 O CURB INLET # 48 PROPOSED TC ELEV. = 9.75 / DETENTION POND A INV. = 3.40 q,,6T 9 STk 22 88.13 T . 4k7 55,893.89 SF = 1.28 AC OUTFALL A2 A. CURB INLET # 6 CURB HIGH P T INV. = 4.50 TC ELEV. = 9.30 ELEV. = 9. o wT / / 2-1.00 INV. = 4.80 �3 51 r OOO ,�' ` A i ? 24, OUTFALL A3 11 ii to 000 SF �DAR POINT CIRCLE 0.�-1.0 � Z'• �5.00y Off!" O tNV. = 4.00 �\ �4y / >0, 001 SF� o CEDAR POINT CIRCE STA. 05+61.55 / 1.006.00 O OU 10500 SF o STA. 05+33.66 CURB INET # 46 - 80p o0 4 n CURB INLET # 47 - TC ELEV. = 9.35 TC ELEV. = 9.35 n INV. = 6.05 ' \ 10,000 SF INV. = 3.55 67 00 �- 10,000 SF CURB HIGH POINT \9 f2 ELEV. = 9.90 _ PUMP STATION O\ CROHNS -- AREA 10,000 '� DRIVE STA. 18+56IVE I f0, 000 SF e ° t28 .46 CURB INLET # 64 10 000 5K 7C EEV. = 9.311 INV. 4.25 � EXISTING 15" CMP=\ g BE10, 000 SF TO BE REMOVED \ CURB HIGH POINT 0?3� HIGH POINT w ' c V 4g CURB HIGH POINT -� _ v ELEV 9.90 ° 71 ELEV. = 9.90 q _ ELEV. = 9J5 O 10,000 Sr` J31 CROHNS DRIVE - t� <7 CURB HIGH POINT ��-' _ EX II V„�.• 6. CROHNS DRIVE STA. 15+16.34 10,000 SF - - _ STA, 18+44.55 ELEV. = 9.75 CURB INLET # 70 _ 110 TC ELEV. = 9.30 �� CURB INLET # 63 10, 000 SF INV. = 4.75 66 1 ,� TC ELEV. = 9.30 '. NUGGET TRAIL 10000 S , . - tf -.- - STA. 25+65.00 8 - C :VHNS-URIVE - INV. - 4.30 -- -- -- � - -INLET #-5 STA. 12+60.35 Op CU HIGH POINT 51- IN ELEV = 9.20 CEDAR POINT CIRCLE CURB HIGH POINT �y � - 0 30% - I• !30 p ----11t000 .�-- J 8 CROHNS DRIVE v ELEV. - 9.90 STA. 12+07.02 �^ STA. 07+62.22 ELEV. = 9.80 1 70 10, 000 SF INV. = 5.75 CEDAR POINT CIRCLE CURB INLET # 44 gLOPE O STA. 07+63.22 TC ELEV. = 9.35 0.50% 6 1`38 CURB INLET # 45 4 INV. = 5.45 ,X E CROHNS DRIVE 1� I1 ,000 SF 7¢7 f TC ELEV. = 9.35 31%, SLOPSTA. 15+11.21 SWALE / INV. = 3.90 0 .,1-/�� 0' CURB INLET 9 69 10000 SF I INV. = 7.60 f0,624 SF CURB HIGH P INT % /- TC EEV. _ .30 136 ELEV. = 9.70 .. { '-"' INV. = 4.80 \ w �.- p... 10,000 SF uu ).3) LOPE 4 CURBCROHNS DRIVE ELEV. HIGH POINT 80010,000 SF J ~45 STA. 12+60.35 134 SWAE BEGIN 44 0.46% LOP , CEDAR POINT CIRCLE64 INV. = 8.30 STA. NUGGET TRAIL ` STA. OS+12.74 10,000 SF CURB INLET # 43 73 DROP INLET # 67 CROHNS DRIVE NUGGET TRAIL RIM = 7.00 10, 000 SF CURB HIGH POINT STA. 12+12.59 TC ELEV. = 9.35 10, 000 SF STA. "� ' INV. = 6.05 �/ INV. = 4.50 6B ELEV. = 9.70 CEDAR POINT CIRCLE J32 DROP INET # 68 p 4 CURB HIGH P STA. OS+E8.14 RIM = 5.7.0 r- x 10,000 SF ELEV. = 9.80 CURB INLET # 40 0 70, 000 SF 1 INV. = 5.00 ;. '-- >44 0 TC ELEV. = 9.35 �` 1 n NUGGET TRAIL INV. = 4.00 SWAE BEGIN �_��- ' ' •. 10,000 SF x STA. 28+62.55 98 \ 99 I/ t00 , INV. = 8.30 # CURB HIGH POINT 003,t. r 11:' "� 145 CURB INLET 62 E 0,200 SF 1Q2 f0,290 SF INV = 6.26 o TC ELEV. = 9.30 ELEV. = 9.80 10,0005E m INV. = 4.70 10,000 CURB HIGH POINT 14 63 0 Zj 68 16 CURB HIGH POINT -•�-�-�_ ELEV. = 9.75 10, 000 SF O CURB HIGH POINT- fl NUGGET TRAIL ELEV. = 9.90 -_ _ _ Ex. INV 6.42 SLOPE 1 --- -- -- STA 31+95.98 �0.36% SWAE BEGN ,0 SF CURB INLET # 66 _ 1 9 I INV. = 7.70 42 TC ELEV. = 9.30 �nnP 37% SLOPE n 26 o 10000 SF INV 5:20 0 TJ I °° �, �/ NUGGET TRAIL 9 w NUGGET TRAIL STA. 28+64.89 12,560 SF © O N STA. 34+46.84 NAG P CURB INLET # 61 b✓ O 10 02 f01 r % > 25 r O CEDAR POINT CIRCLE CURB HIGH POINT TC ELEV. - 9.30 p CURB HIGH POINT 102Lm SF I ,e'U'}? SF STA. 70+52.23 EtEV. = 9.90 .. _ � .: - - 5 25 ,,,(((TTT CURB INLET 38 ,� 62 ' GET TRAIL / NUGGET TRAIL # % SL �_ 24 9 SF 36+89.28 / STA. 34+97.35 TC ELEV. = 9.35 ' O, f8 : INLET # 34 CEDAR POINT CIRCLE INV. = 5.95 .. I - :LEV. = 9.30 STA. 1INLET 16 STA. 31+95.98 22 10,0 ---- -_ �, EX. INV = 7.38 2 CURB INLET # 39 40 TC ELEV. = 9.35 p65%SLOP � NUGGET TRAIL / 1000 � CURB HIGH POINT INV. = 4.35 �'. EEV. _ a < - CURB INLET # 65 �� EX. IN 50� 57% 3 0.65% ELEB HIGH POINT NV ELEV. = 9.30 / 21 10, 000 SF 0.49% SLOPE... �. ,. ° . L. . .. .. 38 i F 10,000 SF -G - O .NUGGET TRAIL O O I STA. 34+46.84 24" FES O,°d SLOPE I -37 35 0.54% CEDAR POINT CIRCLE 20 EX. INV 6 7., e ELEV. = 5.45 CUR NET 35 t9 00 SF 1 1 8 11 74 CURB #37 10,0 8 .. TC ELEV. 9. SWALE BEGIN + CURB HIGH POINT NUGGET TRAIL INV. = 6.05 10,000 SF : INV. = 7.45 /i+_�' 1 NUGGET TRAIL ELEV. _ 9,711 STA. 34+97.35 o O 18 �! ` ,•,- ` 117 CEDAR POINT CIRCE w i• \ `' STA. 36++4.45 ^I aq ,U,000 SF CURB INLET # 33 ' A (EL 9) STA. 11+02.74 aq CURB INLET # 32 an N 24" FES r` TC ELEV. = 9.30 TC ELEV. = 9.35 r o 1 ` 116 INV. = 4.70 O .fl INV. = 5.45 INV. = 4.45 'o �,,, EX. INV = 6.60 1 1 5 000 SF O 10,000 SF 10, 000 SF -11 ` 1 O SF X\/ 1 `\ 109 CURB HIGH POINT L3FjS ELEV. = 9.80 5.50 _ CURB�HIGH POINT I ` 108 e . E-LEV. = 9.80 N/F 107 ` PHASE II SUMMERFIELD \ M.B. 34, PG. 10-13 ZONE: R-10. R-8 - - 32 N - \ j105 106 ` 1 \ �/ DEVELOPED SUBDIVISION m 104 1'/�� ino CEDAR POINT CIRCLE 3+42.33 CURBINLET # 31 �. i CEDAR POINT / �I I N/F WELL SITE M.B. 22, PG. 8 WATER SYSTEM I( PASOUOTANK COUNTY \ WELL I\ s i 121 PERMIT DRAWING ONLY NOT RELEASED FOR CONSTRUCTION IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE CONDITIONS THAT ARE DIFFERENT THAN DEPICTED ON THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK & NOTIFY THE ENGINEER OF THE PROBLEM. THE ENGINEER OR OWNER ARE NOT FINANCIALLY RESPONSIBLE FOR SUCH WORK STOPPAGES OR TIME DELAYS RESULTING FROM ADDRESSING THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY ACCEPTING A CONTRACT TO PERFORM THIS WORK. ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP OF THE HOMEOWNERS ASSOCIATION AND THE MAINTENANCE OF THE DETENTION PONDS IS THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION NOTE: ALL CURB INLETS SHALL BE PROTECTED FROM SEDIMENTATION DURING CONSTRUCTION. SEE DETAIL ON SHEET 11. NOTE: ALL CURB INLETS SHALL BE PROTECTED FROM SEDIMENTATION DURING CONSTRUCTION. SEE DETAIL ON SHEET 11. GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. 00 N � p N M 00 tl U r7 � �2a ti] U h N w � o ,,,,,`JN I bprrrrrrr, v R'Offi- -joo Q LIJ 00 lep rrrrrn I��n•```�t, Y IV/1 O m � o a µl O m N W O � 2 # W x W 0 0 N x p i U Q rV� Z x Y � � 0 N z p w 0 U V w a w rn w n 0 N Q 0 ac I e 1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL) 2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT OFF SITE SEDIMENTATION. 3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND. 4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION. 5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING. 6. 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 7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS. B. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES AND REPAIR AS NECESSARY. 9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES. NOTE: FOR SITES OF THIS SIZE WITH MULTIPLE DETENTION PONDS, ONLY ONE POND SHALL BE CONSTRUCTED AT A TIME. THE MATERIAL FROM ONE POND SHALL BE SPREAD AND SEEDED PRIOR TO ADDITIONAL LAND DISTURBANCE. DISTURBED AREA SHALL NOT EXCEED 20 ACRES AT ANY GIVEN TIME. NO SPOIL SHALL BE REMOVED FROM SITE UNLESS IT IS DELIVERED TO AN APPROVED SITE. CONSTRUCTION SEQUENCING 6 MNX I r MAX. HEIGHT 18" LENGTH TO INSURE STABLE INSTALLATION �0� FILTER FABI BACKFILL MINIMUM 1 8" GRAVEL OR COMPACTED SOIL 1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC \ / CAPABLE OF MEETING 5OLB/UN. INCH. 2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF \� 0.3 GAL/SQFT/MIN. 8. / 3. STAPLE OR WIRE THE FABRIC DIRECTLY TO THE POSTS. 4. EXCAVATE A TRENCH APPROX. 6" WIDE AND B" DEEP ALONG THE PROPOSED LINE OF POSTS UPSLOPE OF THE SILT FENCE AND BURY THE BOTTOM EDGE OF THE FILTER FABRIC. BACKFILL THE TRENCH WITH COMPACTED "V" TRENCH EARTH OR GRAVEL. 5. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL UNDISTURBED SOIL REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE FOR THE NEXT RAIN. 6. REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED. X 4" SILT FENCE DETAIL NTS NOTE: ALL MATERIAL AND INSTALLATION TO MEET MIN. SPECIFICATIONS OF NCDOT " STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES", LATEST EDITION. C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING, RIM ELEV. FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN. (SEE PLANS) 8" CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF RISER BARREL TO INSIDE DIM'S OF FRAME. CORBEL OR CONE SECTION MAY BE ECCENTRIC. AS REQUIRED SEE PLANS FOR INVERT & RIM ELEVATIONS INSIDE DIMENSIONS: SHALL BE EQUAL TO THE LARGEST CULVERT DIAM. 8" SEWER BRICK MASONRY(SOLID) ::•:::::tii•:•i:::.. ............. SET MASONRY WALL FLUSH ............................. :•:::::... W BELL END OF CULVERT PA GE INVERT W� CONCRETE -- SCOPE TO CULVERT INVERT. SEE PLANS FOR CULVERT TYPE & SIZE ::::.:::::::::::............................ INV. I N................................................................... SEE PLANS FOR SLOPE ................................... IN .. OUT.: ........ ..... .::: •..... .... ..:... ...>.�.�.� ..... ........... ..:.:.:...:.:.:.:...:...:.:...:.....................................:...:.:....:........................ ................ .. uo......................................... — — - DROP INLET NTS D PSI CONCRETE FOOTING 6x6x10/10 WWM PMPACT SUBGRADE TO 95% OF ASTM D 698 SEEDBED PREPARATION THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES. CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN THE SOIL IS FROZEN OR EXTREMELY WET. LIMESTONE, FERTILIZER, AND SEED LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS TO COVER THE SEED WITH A LAYER OF SOIL. !LD1[N7I@Le ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE. 13T00121MP1112 AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY. SEEDING & MULCHING IN: SECTION THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PROVIDED VI ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR 0 GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30 CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS, NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS. EROSION CONTROL MEASURES SEED MIXTURE RATE OPTIMUM PLANTING DATES 1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1 AUG. 15 - OCT. 15 2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - JUNE 30 (HULLED) 3. PEARL MILLET 2 #/1000 SF MAY 1 - OCT. 1 4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15 RIM ELEV. C.I. F. & G. = DI-840.03 BY CAPITOL FOUNDRY (SEE PLANS) OF VA., INC., OR EQUAL, HEAVY DUTY CASTING, TOTAL WEIGHT = 550 LBS. e Z CORBEL MASONRY AS REQ'D FROM 0 FULL DIM'S OF RISER BARREL TO INSIDE DIMS OF FRAME. CORBEL _,<�OR CONE SECTION MAY BE ECCENTRIC. LAYER OF 5 N 0 m NOTE: ALL MATERIAL AND INSTALLATION TO SPECIFICATIONS OF NCDOT ' WASHED STONE Z a - MEET MIN. STANDARD SPECIFICATIONS FOR ROADS TOP OF DITCH 4" THICK w � AND STRUCTURES", LATEST EDITION. BANK o C.I. STEPS FOR INSIDE • °0L a DEPTH GREATER THAN 4' 000°0°0°0o BOTTOM OF D', w INSIDE DIMENSIONS: DITCH 00000°0°00°00°000°0°00?> -=-� 0. -0 SHALL BE EQUAL TO THE 0 0°0°0°0°0°0°0°0°0°0°0°0° 0 0 0°0°0°0°0°0°0°0°0°0°0o PARGE INVERT W/ LARGEST CULVERT DIAM. PLUS 0000000000000°0°0°0°0° 0 000°0 0°0°000 000o ° CONCRETE -- S OPE TO L 16' IN EACH DIM. o 0 00°0°00. CULVERT INVERT. 8" SEWER BRICK MASONRY (SOLID) CLASS B STONE PROFILE :::::::::::::::•i::::::::::::is::::•::•::�:::::.�:.�.�::::.::�:.: �::............. SET MASONRY WALL FLUSH REMOVE SEDIMENT WHEN IT ACCUMULATES ...................................... """"•• W/ BELL END OF CULVERT TO 1/2 THE HEIGHT OF THE DAM ..........................:: . FILTER DAM IS TO BE IN PLACE UNTIL GRASS IS ESTABLISHED IN BOTTOM OF DITCH SEE PLANS FOR SUFFICIENT TO PREVENT EROSION CULVERT TYPE & SIZE INV. IN. •••••••::?::;%••� SE E PLANS FOR SLOPE OUT..:•: '• :::c:.:::.r.........�..,...,—� .................................................................•.........•:.....:•: CHECK DAM DETAIL -'`', ::.: 3000 PSI CONCRETE FOOTING �I —RE _ _ _ I W/ 6x6z10/10 A TUTS III (I 1I-11 I II_ II �I DTI COMPACT SUBGRADE TO 95% OF ASTM D 698 CURB INLET NTS TOP WIDTH VARIES ADJOINING/�\/� H N ERS PROPERTY - -7E GRADE POINT NOTE: ALL DITCH CONSTRUCTION MUST REMAIN ON THE HUNTERS LAKE SUBDIVISION PROPERTY AND SHALL NOT DISTURB THE ADJOINING PROPERTY. UNDER NO CIRCUMSTANCES IS THE CONTRACTOR TO ENCROACH ON THE ADJOINING PROPERTY WITH CONSTRUCTION OR EQUIPMENT. NEW DITCH SECTIO �.� NTS CLASS "B" EROSION CONTROL STONE STONE DEPTH = 22.5" TOP OF BANK / 1 V 4a V�V° V PIPE w DITCH BOTTOM p 4 0 0 Q n o Q V � TOP OF BANK 18' I" EROSION CONTROL STONE DEPTH TO FLUSH NTH OF DITCH _..YER OF FINE GRAVEL OR WOVEN GEO-TEXTILE RIP -RAP OUTLET APRON NTS SIDEWALK 25" R —�� 6 1/2" C ° C 3/4" R p 7" ° D ° 18" R _I 24" 2-0" VALLEY GUTTER NTS 2' CURB 50, PAVEMENT 2' CURB 50'-R/W STREET TYPICAL SECTION NTS SURFACE: 2" TYPE SF 9.5A ASPHALT BASE: 6" ABC STONE 4' 1 1' A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN. B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED. C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY. 5 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NTS GRAVEL FILTER - DOT #57 WASHED STONE ' CONCRETE BLOCK a O El 'El .. - CONSTRUCTION SPECIFICATIONS: 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE N I THE BOTTOM 0 TT M ROW TO ALLOW POOL 'e. DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT • e� 2:1 SLOPE (TYP): AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF :... :. ..: :. .. NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS NY PLACING 2 X 4 WOOD STUDS THROUGH BLOCK OPENINGS. e ' •' ! 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE _ WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. 4 �.+a.•de.:.. 3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE .� '., ..:,,`,',:. BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS • RECOMMENDED. PLAN VIEW �HARDWARE 2" CLOTH DEWATERING TEMPORARY SEDIMENT POOL e a .,•' - GRAVEL FILTER -DOT #57 WASHED STONE :•. �... e 1 .e 1' MIN . .e,.. a ?•1 2' MAXA • I 16" SCOP .a A . T_ i �' !A ••rr e' IIIIIIII I2I —III I I I I—III—IIIIIIIIII , IIIIIIIIIIII-I —III—III—III—� I (-I I /, / I � I' iP IINLET WITH GRATE SECTION VIEW BLOCK AND GRAVEL DROP INLET PROTECTION NTS 00 N N Cif v rs 0 N � q 5 O � N y Uh N $ � o ;ho -'l_JO i-%" L0 vo °o 14C . U V U 0 xc o o � I a M o 0 xc v Q \ x Y Z q n O O N f_ O U '1 rr O y c Q Lr4 O L 1 Y � z 0 0 U a ~ z o w rn w � rr w x u, 0 w m 0 0 S N q 0 a n 3 R20.00 RIP RAP PAD TOP ELEV. = 4.20 PERMANENT JG GRADE 20' WATER SURFACE _F ELEV. = 4.00 .11911)111111) = � MARSH VEGETA DETENTION POND DIMENSIONS (POND A) 1" = 60, EARTH WEIR ACROSS END OF FOREBAY AREA w Z g ELEV. = 1.00 a BOTTOM ELEV. = 0.00 FOREBAY AREA CROSS SECTION (POND A) NTS EXISTING GROUND TOP OF BANK �710 YR=6.54 INLET ELEV. = 4.00 CLASS B STONE COMPLETELY SURROUNDS RISER - PERMANENT WATER SURFACE ELEV. = 4.00 6" SCH 40 PVC TEE ro THREADED PLUG THREADED PLUG WITH w / 3 - 3/4" DIA. HOLE J DRILLED THROUGH = BOLTS - 13" O.0 INSET A (TYP) NTS ADJOINING PROPERTY INLET ELEV. _ DITCH TOP WIDTH RIP RAP APRON PLANTING NOTES 1. VEGETATED SHELF SHALL BE PLANTED WITH PLANTS SELECTED FROM THE TABLE PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN FROM THE TABLE. 2. PLANT MATERIAL MAY BE AVAILABLE FROM LOCAL WETLAND AREAS AND DITCHES. THE CONTRACTOR SHALL VERIFY WITH THE Local OFFICE OF COASTAL AREA MANAGEMENT WHETHER OR NOT A PERMIT IS REQUIRED TO TAKE PLANTS FROM THESE AREAS. 3. APPROPRIATE TRANSPLANTING OR PLANTING METHODS SHALL BE DETERMINED ACCORDING TO PLANTS CHOSEN. (PRIOR TO DIGGING, THE TOPS OF THE PLANTS SHOULD BE CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR DIG PLUGS APPROX. 4 INCHES SQUARE MAKING SURE TO GET FULL ROOT DEPTH. THIS PROCESS SHOULD IMPROVE THE SURVIVAL RATE OF MOST OF THE PLANTS.) 1 BARREL 42" CMP 10' VEGETATED SHELF --+� COMMON NAME SCIENTIFIC NAME PICKEREL WEED PONTEDERIA CORDATA BLUE FLAG IRIS VIRGINICA ARROWHEAD DUCK POTATO I SAGGITARIA LATIFALIA PERMANENT POOL ELEVATION = 4.00 3.� c, POND BOTTOM FI Fv - n nn WET BASIN CROSS SECTION (POND A) NTS 6" ' INVERT = 4.00 WASHED STONE \ \\, DRAWDOWN DEVICE- PRIME WITH CLEAN METAL �\ 6" GALV. STEEL PIPE PRIME & PAINT WITH 2 PART & FITTINGS, ATTACH BLACK EPDXY (TYP) . / TO RISER TT A I 51 1 1 1 -- 15-J 6' - f� ANTI -SEEP COLLARS TO BE PLACED MIDWAY BETWEEN STRUCTURES AND SPACED 18" APART 1/2" 0 ROUND BARS 3' O.C. 1/4" X 6" FLAT PLAT SEE INSET A 4' 3,' OUTFLOW STRUCTURE (POND A) NTS 38" II r 6" 1 42" CMP 9 DRAWDOWN DEVICE SECTION A -A CONCRETE BOTTOM AND TOP OF SRUCTURE SHALL BE REINFORCED WITH #4 REINFORCEMENT BARS 8" O.C. EACH WAY. REINFORCEMENT BARS SHALL NOT BE PLACED CLOSER THAN 3" TO ANY EXPOSED EDGE OF CONCRETE. WALLS MAY BE CONSTRUCTED WITH 4" X 8" X 16" SOLID SWALE TOP WIDTH VARIES - - - - - - - - - - - - - - -3-,- - - - - - - - - - DEP / HUNTERS/ \ /\ VARIES LAKE PROPERTY LINE L PUND OUTLET ©ETAS NTS OUTFALL PIPE OF BANK T ` PROPOSED DETENTION POND B 14,526.08 Sr 0.33 AC STORAGE ELEV. = 4.13 28.70' 108 LF 48" CMP INV. IN - 5.40 INV. OUT = 5.3C R20.00' 4.03' DETENTION POND DIMENSIONS (POND B) 1"=60' RIP RAP PAD TOP ELEV. = 3.20 PERMANENT GRADE 20' WATER SURFACE ELEV. = 3.00 EARTH WEIR ACROSS 3 END OF FOREBAY AREA 1 1 3. MARSH VEGETATION BOTTOM ELEV. = 0.00 BOTTOM ELEV. _ -2.00 FOREBAY AREA CROSS SECTION (POND B) NTS �l 10 YR = 6.26 INLET ELEV. = 3.00 CLASS B STONE COMPLETELY SURROUNDS RISER - PERMANENT WATER SURFACE ELEV. = 3.00 6" SCH 40 PVC TEE THREADED PLUG THREADED PLUG WITH 4-1/2" DIA. HOLE w // o / DRILLED THROUGH = C \\/\ 6' MIN. IR BOLTS - 13" O.0 INSET A (TYP) NTS INLET ELEV. _ R20.00'-\ _ / 28.12' i r / 1 STORAGE ELEV. = 4.13 PROPOSED DETENTION POND //B 53,736.95 SF = 1.23 AC PLANTING NOTES 1. VEGETATED SHELF SHALL BE PLANTED WITH PLANTS SELECTED FROM THE TABLE PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN FROM THE TABLE. 2. PLANT MATERIAL MAY BE AVAILABLE FROM LOCAL WETLAND AREAS AND DITCHES. THE CONTRACTOR SHALL VERIFY WITH THE LOCAL OFFICE OF COASTAL AREA MANAGEMENT WHETHER OR NOT A PERMIT IS REQUIRED TO TAKE PLANTS FROM THESE AREAS. 3. APPROPRIATE TRANSPLANTING OR PLANTING METHODS SHALL BE DETERMINED ACCORDING TO PLANTS CHOSEN. (PRIOR TO DIGGING, THE TOPS OF THE PLANTS SHOULD BE CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR DIG PLUGS APPROX. 4 INCHES SQUARE MAKING SURE TO GET FULL ROOT DEPTH. THIS PROCESS SHOULD IMPROVE THE SURVIVAL RATE OF MOST OF THE PLANTS.) 2ADE t 8.00 S�Op F 10' VEGETATED SHELF -� TOTAL SURFACE AREA: \ ,430.23 SF N. TRAVEL LENGTH 8.14 + 254.17 = 692.31 i-T ILLLV. 179.11 R20.00' COMMON NAME SCIENTIFIC NAME PICKEREL WEED PONTEDERIA CORDATA BLUE FLAG I IRIS VIRGINICA ARROWHEAD DUCK POTATO I SAGGITARIA LATIFALIA PERMANENT POOL ELEVATION = 3.00 POND BOTTOM FI FV = -9 nl WET BASIN CROSS SECTION (POND B) BARREL 48" CMP 6" INVERT = 3.00 p p p Q p^ p a// #57 WASHED STONE \ \\ DRAWDOWN DEVICE- PRIME WITH CLEAN METAL 6" GALV. STEEL PIPE PRIME & PAINT WITH 2 PART �j TOFITTINGS, TIN S, ATTACH BLACK EPDXY(TYP) A I 5.5' I � I 7' - NTS CMU'S OR CAST IN PLACE CONCRETE. 8" ANTI -SEEP COLLARS TO BE PLACED MIDWAY BETWEEN STRUCTURES AND SPACED 78" APART 1/2" 0 ROUND BARS 3' O.C. 1/4" X 6" FLAT PLAT SEE INSET A !at 4' 3 OUTFLOW STRUCTURE (POND B) NTS 40" TT I I 6" 1 48" CMP 9 •DRAWDOWN>. DEVICE SECTION A -A CONCRETE BOTTOM AND TOP OF SRUCTURE SHALL BE REINFORCED WITH $4 REINFORCEMENT BARS 8" O.C. EACH WAY. REINFORCEMENT BARS SHALL NOT BE PLACED CLOSER THAN 3" TO ANY EXPOSED EDGE OF CONCRETE. WALLS MAY BE CONSTRUCTED WITH 4" X 8" X 16" SOLID CMU'S OR CAST IN PLACE CONCRETE. MAR 01 �001 Tuos # 00 ry � ILI 0, , O � N E � V N c P •-• y v ♦ �P�......,��� T ♦ COL': -1O N C J V N 0 O h o N O y � O U 0 o e O $ q < o4 A C6 N w z q y 0 0 N t- x 0 V ­gz� ?) L ti �oz'z r_ \ �� V Wq .� O rn J J a w � w A � � o W � o n 0 w z 0 a w 0 zz 0 m O w U w W p K 1 V N m O r 4 O N O O N M at GRADE MARSH RIP RAP PAD TOP ELEV. = 4.20 DETENTION POND DIMENSIONS (POND A) 1"=60' EARTH WEIR ACROSS END OF FOREBAY AREA a w 0 �1 z a a FOREBAY AREA CROSS SECTION (POND A) NTS %-7 10 YR = 6.54 CLASS B STONE COMPLETELY SURROUNDS RISI PERMANENT WA E E 6" SCH 40 PVC TEE ` THREADED PLUG. IR INSET A (TYP) NTS INLET ELEV. = 4.80 PLANTING NOTES 1. VEGETATED SHELF SHALL BE PLANTED MATH PLANTS SELECTED FROM THE TABLE PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN FROM THE TABLE. 2. PLANT MATERIAL MAY BE AVAILABLE FROM LOCAL WETLAND AREAS AND DITCHES. THE CONTRACTOR SHALL VERIFY WITH THE LOCAL OFFICE OF COASTAL AREA MANAGEMENT WHETHER OR NOT A PERMIT IS REQUIRED TO TAKE PLANTS FROM THESE AREAS. 3. APPROPRIATE TRANSPLANTING OR PLANTING METHODS SHALL BE DETERMINED ACCORDING TO PLANTS CHOSEN. (PRIOR TO DIGGING, THE TOPS OF THE PLANTS SHOULD BE CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR DIG PLUGS APPROX. 4 INCHES SQUARE MAKING SURE TO GET FULL ROOT DEPTH, THIS PROCESS SHOULD IMPROVE THE SURVIVAL RATE OF MOST OF THE PLANTS.) 1 COMMON NAME SCIENTIFIC NAME PICKEREL WEED PONTEDERIA CORDATA BLUE FLAG IRIS VIRGINICA ARROWHEAD DUCK POTATO SAGGITARIA LATIFALIA �P&iWW..POM OEMM i 4.01) WET BASIN CROSS SECTION (POND A) NTS 8" II I BARREL I 42" CMP INVERT = 4.00 4ANTI—SEEPPLAOLLARS TO BE STRUCTURES AND SAY PACED -:.. nr APART #57 WASHED STONE F` ^ 1/2 0 ROUND \\ DRAWDOWN DEVICE- PRIME WITH CLEAN METAL BARS 3 O.C. �\ 6" GALV. STEEL PIPE PRIME & PAINT WITH 2 PART 1/4 X 6" FLAT PLAT / & FITTINGS, ATTACH BLACK EPDXY (TYP) A TO RISER MSEE INSET A 4 38" 51 42" CMP e- 6 I •ORAWDOWN OUTFLOW STRUCTURE (POND A) NTS SECTION A —A CONCRETE BOTTOM AND TOP OF SRUCTURE SHALL BE REINFORCED WITH /4 REINFORCEMENT BARS 8" O.C. EACH WAY. REINFORCEMENT BARS SHALL NOT BE PLACED CLOSER THAN 3" TO ANY EXPOSED EDGE OF CONCRETE. WALLS MAY BE CONSTRUCTED WITH 4" X 8" X 16" SOLID R20.00'1 _--? 28.12' 70' R18.00' PERMANENT POOL INFLOW ^�, ELEV. = 3.00 Hwy R2 .00 M ' pp'S !OpI N y6 N 20.00' I I ng PROPOSED, i � $ DETENTION POND 8 ph, $ 14.526.08 Se 0 0.33 AC ? R20.00' STORAGE "V_ = 4.13 _ \ 108 LF 48 CMP 5.69' INV. IN = 5.40 INV. OUT = 5.30 238.58' v / $ 1" STORAGE PROPOSED 3.47 DETENTION POND k'B ' \ 53,736.95 SF = 1.23 AC DETENTION POND DIMENSIONS (POND B) 1"=60' RIP RAP PAD TOP ELEV. = 3.20 PERMANENS JG GRADE 20' !� 7�!� z . MARSH EARTH WEIR ACROSS -ND OF FOREBAY AREA FOREBAY AREA CROSS SECTION (POND B) NTS �/ 10 YR=6.26 INLETgPV. - 3U *'L'[ASS B STONE COMPLETELY SURROUNDS RISER PERMANENT ACE 6" SCH 40 PVC TEE THREADED PLUG — BOLTS - 13- O.0 INSET A (TYP) NTS INLET ELEV. = 4.13 PLANTING NOTES 1. VEGETATED SHELF SHALL BE PLANTED WITH PLANTS SELECTED FROM THE TABLE PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN FROM THE TABLE. 2. PLANT MATERIAL MAY BE AVAILABLE FROM LOCAL WETLAND AREAS AND DITCHES. THE CONTRACTOR SHALL VERIFY MATH THE LOCAL OFFICE OF COASTAL AREA MANAGEMENT WHETHER OR NOT A PERMIT IS REQUIRED TO TAKE PLANTS FROM THESE AREAS. 3. APPROPRIATE TRANSPLANTING OR PLANTING METHODS SHALL BE DETERMINED ACCORDING TO PLANTS CHOSEN. (PRIOR TO DIGGING, THE TOPS OF THE PLANTS SHOULD BE CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR DIG PLUGS APPROX. 4 INCHES SQUARE MAKING SURE TO GET FULL ROOT DEPTH. THIS PROCESS SHOULD IMPROVE THE SURVIVAL RATE OF MOST OF THE PLANTS.) I BARREL 48" CMP it, 6" INVERT = 3.00 4-1 %57 WASHED STONE \\ DRAWDOWN DEVICE- PRIME WITH CLEAN METAL �\ 6" GALV. STEEL PIPE PRIME & PAINT WITH 2 PART & FITTINGS, ATTACH BLACK EPDXY (TYP) 1 �j TO RISER TT Af I 7 5.5' , �T FA R20.00' TOTAL SURFACE AREA: 68,430.23 SF MIN. TRAVEL LENGTH 438.14 + 254.17 = 692.31 ItLty. _ 179.1 V COMMON NAME SCIENTIFIC NAME PICKEREL WEED PONTEDERIA CORDATA BLUE FLAG IRIS VIRGINICA ARROWHEAD DUCK POTATO SAGGITARIA LATIFALIA 004T POOL V"A71 M - 3,00 WET BASIN CROSS SECTION (POND B) NTS CMU'S OR CAST IN PLACE CONCRETE. ri \ R ANTI -SEEP COLLARS TO BE PLACED MIDWAY BETWEEN STRUCTURES AND SPACED 18" APART 1/2" 0 ROUND -BARS 3` O.C. 1/4' X 6" FLAT PLAT SEE INSET A � �- 4 OUTFLOW STRUCTURE (POND B) NTS 40" 6" I 48" CMP DRAWDOWN DEVICE SECTION A —A CONCRETE BOTTOM AND TOP OF SRUCTURE SHALL BE REINFORCED WITH #4 REINFORCEMENT BARS 8" O.C. EACH WAY. REINFORCEMENT BARS SHALL NOT BE PLACED CLOSER THAN 3" TO ANY EXPOSED EDGE OF CONCRETE. WALLS MAY BE CONSTRUCTED WITH 4" X 8" X 16" SOLID CMU'S OR CAST IN PLACE CONCRETE. N 'r p0y i n h � h hkQ �\j U o �c� Is E ^Mi UNn Pon N $ $ o J O _ < u) Ze — fQ LLI� t V: U IUA b 0 � o o v v q44 O n a O �q w N � N w z 0 y b O O N F d O U T `< cQs vl 1 Y 0 Y m zi 5 W J Q w N o 0 a w 0 i J I." U W d W K 0 V n O � O Q \ O N O N � cq