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Brookside Gardens (Rev Perf) 11-02 (2)C-� -D o D-/-'-J mJC7 O-a C- J7 -C C-- -12 C—C f) ctc 0 a2—, n-, C'T /0-L NOTES: 1. TOTAL SITE AREA= 35.44 AC.t 2. SITE ZONING = R-15 "PERFORMANCE DEVELOPMENT" 3. TOTAL NUMBER OF LOTS = 89 4. ALL LOTS ARE SUBJECT TO A 10' UTILITY EASEMENT ALONG ALL STREET FRONTAGES. 5. ELEVATIONS ARE RELATIVE TO M.S.L. (N.A.V.D. '29) 6. NO CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT IS OBTAINED UNDER THE NEW HANOVER COUNTY EROSION CONTROL ORDINANCE. 7. NEW HANOVER COUNTY WATER. 8. NEW HANOVER COUNTY SEWER. 9. ALL PRIVATE STREETS, COMMON AREAS, ETC. WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION, 10. NO SIGNIFICANT TREES (24" OR ABOVE) OR FLOWERING TREES (8" OR ABOVE) WERE OBSERVED ON THIS SITE. 11. ANNEXED AREA = 4.56 AC X 2.5 = 11 LOTS ANNEXED AREA ENCOMPASSES 18 LOTS... EXTRA LOTS MOVED FROM PREVIOUS AREA. 40' RIGHT-OF-WAY 6' SHL' 2:1 SLOPE 1 4• FT ��FT 8' ABC STONE BASE _J PROPOSED 1-1/2' NCDOT gEE WATER MAIN �- ASPHALT DETAIL 'A� PROPOSED SAN. SEWER TYPICAL 40' ROAD CROSS—SECTION NTS (PRIVATE ROAD) BROOKSIDE GARDENS DR. SOUTH OF SWALE #2 NEW HAVEN DR. EAST OF IVORY CT. STONEHAVEN CT., IVORY CT. 45' RIGHT-OF-WAY SHL' 2:1 SLOPE - 1 4• 1 4• FT MZ o RRpp 8' ABC STON/ENE BASE WRR SMEAIIN J 1 ! �1 ASPHALT OPROOSED T DETAIL 'A' SRNPSEWER TYPICAL 45' ROAD CROSS—SECTION NTS (PRIVATE ROAD) BROOKSIDE GARDENS DR. NORTH OF SWALE #2 NEW HAVEN DR. WEST OF IVORY CT. _2a- 1' - T,� 6' ABC STONE BASE DETAIL 'A' NTS TOP OF PAVEMENT O GUTTER UNE 2'-0- 3'-0• 2'-0' TOP OF CURB TAPER I CURB TAPER CURB nr— CUT DETAIL �o •�S Li T Cl� 0�'1%9 m NI MARON W. LONG ET UXcj.J • BOOK 1070, PAGE 563 • • • �0O FLOOD POOL 23.5 ELEV. 23.0 • • • S03'50'34"E • 676.77' ct- S868.06' 8"W 22.0 • / • 4i 01- ELEV. 21.0 • • • / t ram,- ow �� POND SECTION A —A •. ' z ^ ' NTS • n 46�q •• .0 0�0, / i QO4 • • w iv Cp ^ n � a, 10' BUFFER/ OPEN SPACE 30' EMERGENCY ACCESS Z cn n Oo 0 wn cr y 3.0' -{ MINIMUM LENGTH = 100' MAXIMUM GRADE = 5% TYPICAL GRASS SWALE ,,T 3S 3.0' — T uj �lszole TYPICAL DITCH SECTION "ITS a a i -- -Ix I , i f I i —� - MAGNETIC MAP BOOK 20, PAGE 17 a r 1V,FAZT0N P. YOPP $ JOANN YVff ZhT f5TATf B" /55/, PAGf l w -- JULANN YOPP N BfNTON /, EXISTING 60' ACCESS EASEMENT BOOK / 25 00PA�f /034 Z (TO BE ABANDONED) S02'18'45"F — — — — — — TRAVERSE LINE 12't FROM CENTERLINE OF SMITH'S CREEK N IJ C� ' o0 • s Ate. N • 0 . \ NO3'41'16"W SMITH CREEK ESTATES 1436.94' • '\ \ fi 2 SECTION 2—C • MAP BOOK 20, PAGE 66 • Yl cO .1 , I / C ! (4E, r - r '2A) SHENANDOAH WOODS REVISION SECTION 1 MAP BOOK 34, PAGE 193 RUN OF SMITH'S CREEK THE PROPERTY LINE � n 1 o O DD 0 D sm 7 O U3 Z � m N m < rn � m O m c,+ CD N LEGEND FLUME -S GRASSED SWALE UTILITY EASEMENT D.E. DRAINAGE EASEMENT FIRE-iYDRANT PAVED FLUME a LOCATION MAP NOT TO SC4-E_ 50' RAD 40' RADIU )IUS 'OW TYPICAL NTS CUL—DE—SAC NOTE: STONEHAVEN COURT (SOUTH) / RIGHT OF WAY = 45' RADIUS BACK OF CURB = 39' RADIUS STONEHAVEN COURT (NORTH) / RIGHT OF WAY = 40' RADIUS BACK OF CURB = 34' RADIUS IVORY COURT / RIGHT OF WAY = 50' RADIUS BACK OF CURB = 39' RADIUS NEW HAVEN DRIVE / RIGHT OF WAY = 4C' RADIUS BACK OF CURB = 34' RADIUS BROOKSIDE GARDENS DRIVE / RIGHT OF WAY = 40' RADIUS BACK OF CURB = 34' RADIUS REVISED PRELIMINARY PLAN OF BROOKSIDE GARDENS (FORMERLY YOPP TRACT) HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA SCALE: 1' = 100 OCTOBER 30, 1999 FOR PRELIMINARY: NOT FOR RECORDATION TERRA HOLDING COMPAI�T1 INC. CONVEYANCES OR SALES. 2905 MARKET STREET ',`%%..•++CAvh,,,��, WILMINGTON, NC N R CERTIFICATE OF APPR( R. CZ/ �I, NEW HANOVER-COUNTY ;•`�.�OFESSipy:✓p TECHNICAL VIEW COMIugTTI CL SEAL PREPARED 9Y.• i • L-3267 Z Y Fk //3 rQ<o V� �P¢;�` ARNOLD W. CARSO_N, PLS, PC MAY 29, 2001 REV. �I. 1.10% 406 NORTH THIRD STREET JULY 20, 2001 REV. •����� SEPT. 18, 2001 REV. WILMINCTON, NC 28901 -- NOV. 18, 2002 REV. PHONE: (910) 772-9113 r,l,)Tr�RRWMA` ION FAX: (910) 772— 9128 "v1EYANCES, OR SALE` 100, 50' 0 100' 200' 300' 400' 'AL BROXS/DE- br.REV13 TEMPORARY AND PERMANENT SEEDING SCHEDULE SEED MIXTURE SPECIES PERCENT OF MIX Carpet Grass 25% Bermuda Grass 25% Creeping Fescue 12% Kentucky 31 15% Rye 23% * Broadcast seed at a rate of 5 Ib/1000 sq.ft. * Guaranteed Germination - not less than 85% * Guaranteed Purity - not less than 96% * Total percentage by weight of other material other than grass seed shall not exceed 5% This material shall include all non -viable seed, chaff, hulls, live matter, and weed seed. * Add 40 Ibs/acre Rye if establishing ground cover during winter months. cover during the winter months. SOIL AMENDMENTS Follow recommendations of soil test or apply 2000 lb/acre agricultural limestone and 4 Ib/ 1000 sq. ft. 8-5-8 fertilizer. MULCH Apply 4000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool such as a disk with blades set nearly straight. MAINTENANCE Refertilize if growth is not fully adequate. Reseed, refertilize, and mulch immediately following erosion or other damage. BLOCKCONCRETE METAL POST WIRE SCREEN r- METAL POST GRAVEL WFILTER Ad -_46 ROOF Oil •I �,�.���I am{IGRAVEL i�•�Ii •�I���1i t%�I �/1:� lit/ FILTER L-CONCRETE BLOCK NOTES: 1. TOTAL SITE AREA= 35.44 AC.t 30.88 AC PHASE 1 4.56 AC PHASE II 2. SITE ZONING = R-15 "PERFORMANCE DEVELOPMENT" 3. TOTAL NUMBER OF UNITS = 89 4. ALL LOTS ARE SUBJECT TO A 10' UTILITY EASEMENT ALONG ALL STREET FRONTAGES. 5. ALL STREETS ARE PRIVATE. 6. ELEVATIONS ARE RELATIVE TO M.S.L. (N.A.V.D. '29) 7. NO CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT IS OBTAINED UNDER THE NEW HANOVER COUNTY EROSION CONTROL ORDINANCE. B. NEW HANOVER COUNTY WATER. 9. NEW HANOVER COUNTY SEWER. 10. TOTAL DISTURBED AREA THIS PLAN = 6.89 AC. OF 6.89 AC, 4.56 AC ARE ADDITIONAL 11, PLAN SHOWS 0.1 ACRES OF 404 WETLANDS INSIDE THE LIMITS OF DISTURBANCE AND IS PERMITTED UNDER THE CURRENT NATIONWIDE PERMIT (NWP 26). 12. NO DISTURBED AREAS SHALL BE LEFT BARE. SLOPES SHALL BE STABILIZED WITHIN 15 DAYS OF CONSTRUCTION AS SHALL THE REMAINING AREAS WITHIN 30 DAYS. 13. FLUME VELOCITIES ARE EROSIVE ON BARE SOIL, THEREFORE THE GRASSED SWALES SHOULD BE PREVIOUSLY ESTABLISHED OR AN ENERGY DISSIPATOR WILL BE REQUIRED. 3.0� MINIMUM LENGTH = 100' MAXIMUM GRADE = 5% TYPICAL GRASS SWALE N 0 00 10' BUFFER/ OPEN SPAgE 30' EMERGENCY ACCESS z cn 1 11 00 I o r'1 1 n r 1 CHANNEL DESIGN INFORMATION LOCATION SIDE DRAINAGE C I �0 SLOPE FLOW V SLOPE AREA (AC.) 10 % DEPTH Oj 5:1 2.37 0.56 6.8 9.02 0.50 0.69 2.0:: O5:1 1.80 0.55 6.8 6.73 0.50 0.60 1.88 O5:1 1.99 0.52 6.8 1 7.04 0.50 0.61 1.90 0 5:1 1.81 0.57 6.8 7.02 1.40 0.47 2.77 O5:1 2.39 0.55 6.8 8.94 2.30 0.47 3.51 O5:1 1.68 0.57 6.8 6.51 0.80 0.52 2.21 O3:1 7.04 0.55 5.8 22.46 0.87 1.04 3.52 O5:1 2.27 0.56 6.8 8.64 0.50 0.67 2.01 O3:1 3.51 to.52 6.2 11.32 0.95 0.72 3.02 . NOTE: DESIGN VELOCITIES ARE BASED ON POST CONSTRUCTION RUNOFF (ALL IMPERVIOUS SURFACES IN PLACE) AND ARE PERMISSIBLE FOR GRASS LINED CHANNELS. SOME VELOCITIES HOWEVER, MAY BE EROSIVE ON BARE SOILS. THESE CHANNELS WILL BE CONSTRUCTED AND STABILIZED BEFORE ANY SIGNIFICANT RUNOFF WILL ENTER. A SMALL, TEMPORARY BERM ADJACENT TO EACH SIDE OF THE SWALE/DITCH MAY BE UTILIZED DURING STABILIZATION IF NECESSARY TO PREVENT SURFACE FLOWS FROM ERODING CHANNEL SLOPES. TEMPORARY BERM 1'MAX. TO AID DURING STABIUZATION-IF N CESSARY SURFACE RUNOFF 3.0' 7_ S LOP - - ( I 3,1 TYPICAL DITCH SECTION z 7- rn r; N IDA MURRA Y YOPP ESTA TE _ MAP BOOK 20, PAGE 17 w N _.. , N EXISTING 60' ACCESS EASEMENT co (TO BE ABANDONED) - - - -- - - i ;0Q POOL/( ., o0. .p 'A c 2 LOCATION AREA RUNOFF COEFF. C RAIN INT, I FLOW PIPE DATA (25 YR. CALCULATIONS) PIPE SUB TOTAL (acres) TOTAL (acres) Q=CIA (cfs req'd) TYPE n L (ft) S % SIZE (in) VEL. FULL (fps) Q AVAIL. (cfs) INV. IN INV. OUT 1 - - - 4.08 0.23 5.9 5.54 RCP 0.012 230 0.35 18 4.78 6.73 32.66 31.85 2 1 0.09 4.17 0.23 5.9 5.66 RCP 0.012 1 97 0.26 18 3.28 5.79 31.85 31.57 3 0.19 4.36 0.24 5.8 6.07 RCP 0.012 75 0.30 18 3.53 6.23 31.60 31.37 4 0.08 4.44 0.25 5.7 6.33 RCP 0.012 24 0.32 18 3.66 6.48 31.37 31.29 #5 - - - 30.89 0.45 5.5 76.45 HDPE 0.010 30 0.003 18 4.23 7.48 19.90 19.80 �9► 22.0 MARVIN W. LONG ET UX • BOOK 1070, PAGE 563 • S03'50'34"E • • • 688.10' NO3'41'16"W SMITH CREEK ES TATS SEC TON 2- C l VAP BOOK ' 20, PAGE; 66 SEDIMENT TRAP SIZES CHECK DAM # AREA DISTURBED REQ'D (ft)' SIZE (DxWxL) STORAGE (ft)' �A 2.37 4,266 2x13x165 4,290 ® 1.80 3,240 2x13x125 3,250 © 1.99 3,582 2x13x140 3,64C Dp 1.81 3,258 2x13x130 3,380 D 2.39 4,302 2x13x170 4,420 DF 1.68 3,024 2x13x120 3,120 © 1.06 1,908 2x9x110 1,980 D 1.24 2,232 2x9x125 2,250 Uj 2.27 4,086 2x13x160 4,160 `, MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY y O AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE pp LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ;10 0� 2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT FENCE WHEN IT BECOMES 9C .O LF ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. F q �00 1 3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, �0 DENSE VEGETATIVE COVER. 1, 5. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE��, CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. 20BUFFER OR SILT`FZNCE RD - T • A A r w LOCATION MAP \ NOT TO SCALE _lee - ` __-.. LEGEND ' SHENANDOAH WOODS 7 T� LA • REVISION SECTION 1 - _ D � .� • MAP BOOK 34, PAGE 793 LF��rER BLANKET FLUME CATCH BASIN • .,, SECTION A - A DRAINAGE AREA TO PIPE OR SWALE ENERGY DISSIPATOR GS GRASSED SWALE • p • , U.E. UTILITY EASEMENT • v • �yG� ® D.E. DRAINAGE EASEMENT ,4 • • .p -� F29.-ol ROAD GRADE �pyo �o *•» LIMITS OF DISTURBANCE �S • • �� O� • • �� ��'� •r / QJ0 50, \�r ° M,N •I • � 20' BUFFER OR SILT FENCE f V 8° MIN. 2" - 3- COARSE AGGREGATE N'L \� ��I ��• / TEMPORARY GRAVELLED ^ ^ o i e% TPY i /1 TI /1 r ► 1 TPY ♦ ► I e% r 1451.87' • WELL SITE 2' SPILLWAY ��IIk9I \gym 1=- A / UNDISTURBED SUMP BOTTOM CHANNEL BOTTOM / CROSS SECTION W *7W STONE SECTION A -A NOTES: 1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST. SUMP SECONDLY. 2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY WILL BE NO LESS THAN TWO FEET. 3. SPILLWAY DEPTH SHALL BE ONE FOOT. 4. AUDPRENUOMTHAN FECHES�HREEPDICLARLY FROM THE FACE LARGE STONE. 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF 900 CF OF SEDIMENT STORAGE. 6. DEPTH OF SEDIMENT IN SUMP WILL BE CHECKED AFTER EACH STORM AND CLEANED AS NECESSARY MIN. ONCE EACH 6 MONTHS). 7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY AS TO LIMIT SILTATION. TEMPORARY SEDIMENT TRAP DETAIL D VARIES (10. MAX.) AS DI EBYR�NG. STEEL OR WOOD POST WIRE FABRIC \ MIN. 12-1/2 GA. oT FILTER FABRIC /INTERMEDIATE WIRES I I I S I ( ASCDIRECTEDRIBY ENGINEER u U NOTES: 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND PA IH VgELLA MIN. ORF �SIIXX LINE WIRES SSOLWITH 12 STAY 2. 3��IrJ WIDTH. BFABRIC OSIIO BE FASTENED D MIN. OF IVATBLY TO THE WIRE FABRIC AS DIRECTED BY THE 3. STEELPOSTSHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. 4. WOOQ POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' TO 4 IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO W29DEN POST WITH NOT LESS THAN #9 WIRE STAOLE 1 1/2 LONG TEMPORARY SILT FENCE NTS -x-x-X-x- EROSION CONTROL PLAN BROOKIS-1 IDE GARDENS PHASE Il HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA SCALE: 1 "= 100' DECEMBER 5, 2002 FOR ,,•••`'`cA•'b, TERRA HOLDING COMPANY, INC. `A.••••••. ��ti '•, 2905 MARKET STREET :`�OQ;.•�Essi0�., v WILMINGTON, NC :a AL � 090 'r9,L �->0' PREPARED BY: G, O, ••,,�,• a • x PRELIMINARY:CONVEYANCES ORRSALEORDATION ARNOLD W. NORTH THIRDSTREET LS D WILMINGTON, NC 28401 PHONE: (910) 772-9113 FAX: (910) 772-9128 . DEC - 6 $ ►'m 100' 50' 0 100' 200' 300' 4 1UKS/Ut-LC-F'HZ NOTES: 1. TOTAL SITE AREA= 35.44 AC.t 2. SITE ZONING = R-15 "PERFORMANCE DEVELOPMENT" 3. TOTAL NUMBER OF LOTS = 89 4. ALL LOTS ARE SUBJECT TO A 10' UTILITY EASEMENT ALONG ALL STREET FRONTAGES. 5. ELEVATIONS ARE RELATIVE TO M.S.L. (N.A.V.D. '29) 6. NO CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT IS OBTAINED UNDER THE NEW HANOVER COUNTY EROSION CONTROL ORDINANCE. 7. NEW HANOVER COUNTY WATER. 8. NEW HANOVER COUNTY SEWER. 9. ALL PRIVATE STREETS, COMMON AREAS, ETC. WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 10. NO SIGNIFICANT TREES (24" OR ABOVE) OR FLOWERING TREES (8" OR ABOVE) WERE OBSERVED ON THIS SITE. 'I. ANNEXED AREA = 4.56 AC X 2.5 = 11 LOTS ANNEXED AREA ENCOMPASSES 18 LOTS... EXTRA LOTS MOVED FROM PREVIOUS AREA, 40' RIGHT-OF-WAY T} 8' ABC STONE BASE �} PROPOSED 1-1/2- NCDOT PROPOSED - WATER MAIN TDETAIL WA SAN. SEWER TYPICAL 40' ROAD CROSS-SECTION NTS (PRIVATE ROAD) BROOKSIDE GARDENS DR. SOUTH OF SCALE #2 NEW HAVEN DR. EAST OF IVORY CT. STONEHAVEN CT., IVORY CT. 45' RIGHT-OF-WAY "V +' q 8' ABC STONE BASE - PROPOSED 1-t/2' NCDOT SEE PROPOSED WATER MAIN i- ASPHALT DETAIL 'A' SM. SEWER TYPICAL 45' ROAD CROSS-SECTION NTS (PRIVATE ROAD) BROOKSIDE GARDENS DR. NORTH OF SWALE #2 NEW HAVEN DR. WEST OF IVORY CT. _ 24' 12"_ 12' _ 6' ABC STONE BASE DETAIL 'A' NTS — TOP OF PAVEMENT O GUTTER LINE 2'-0' 3'-0' 2'-0'_ TOP OF CURB - TAPER CURB.CUT TAPER' im i CURB CUT DETAIL N 10' BUFFER/ OPEN SPACE 30' EMERGENCY ACCESS MIN MUM LENGTH = 100' MAXIMUM GRADE = 5% TYPICAL GRASS SWALE Y W w U FLOOD POO ELEV. 23.0 lagulowixelflem • MAGNETIC MAP BOOK 20, PAGE 17 V ALTON R. YOPP < JOANN YOPP Uff f5TATf BOOK 1551, PA6f / EXISTING 60' ACCESS EASEMENT _ _ _ _ _ _ _ _ (TO BE ABANDONED) S02*18'45"F w NIP N JUL4NN KOPP N OfNTON rl BOOK / 25 / , ro PA6f / 034 Z MARVIN W. LONG ET UX • BOOK 1070, PAGE 563 • ."F • • _ 676.77' SMITH CREEK ESTATES SECTION 2—C MAP BOOK 20, PAGE 66 'moo LEGEND -:'S` FLUME �00 GS GRASSED SWALE �C) O,p�%i� U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT C'L �G'FS -l0F0� e FIRE HYDRANT PAVED FLUME O S S86'05' 08"W cf- 8.06' TRAVERSE LINE 12't FROM CENTERLINE OF SMITH'S CREEK SHENANDOAH WOODS REVISION SECTION 1 MAP BOOK 34, PAGE 193 RUN OF SMI TH'S CREEK THE PROPERTY LINE J N 4 • � J •'mow •cr o; • _ 00 O) J W Cli O 7— n D CS3 3 - pC� D A 73 Dom- m Z r*� m W 0 PRELIMINARY: NOT FOR RECORDATION CONVEYANCES OR SALES. MAY 29, 2001 REV.) jULY 20, 2001 REV. SEPT. 18, 2001 REV. NOV. 18, 2002 REV. 50' RAD 40' RADIU NUS 'OW TYPICAL NTS CUL-DE-SAC NOTE: STONEHAVEN COURT (SOUTH) / RIGHT OF WAY = 45' RADIUS BACK OF CURB = 39' RADIUS STONEHAVEN COURT (NORTH) / RIGHT OF WAY = 40' RADIUS BACK OF CURB = 34' RADIUS IVORY COURT / RIGHT OF WAY = 50' RADIUS BACK OF CURB = 39' RADIUS NEW HAVEN DRIVE / RIGHT OF WAY = 40' RADIUS BACK OF CURB = 34' RADIUS BROOKSIDE GARDENS DRIVE / RIGHT OF WAY = 40' RADIUS BACK OF CURB = 34' RADIUS REVISED PRELIMINARY PLAN OF BROOKSIDE GARDENS (FORMERLY YOPP TRAI-7' HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA SCALE: 1 "= 100' OCTOBER 30, 1999 wwl ••DGN•s.••• Y. ss Q" �'9 4 SEAL f • � r L-3267 it y : do •� ,Z. U R04 FOR HOLDING COMPANY, INC. 2905 MARKET STREET WILMINGTON, NC PREPARED BY. I -- /1 3/0 2, ARNOLD W. CARSON, PLS, PC 406 NORTH THIRD STREET WILMINCTON, NC 28401 PHONE: (910) 772— 9113 FAX: (910) 772-9128 — Ra OR 100' 50' 0 100' 200' 300' 400' NOTES: 1. TOTAL SITE AREA= 35.44 AC.f 2. SITE ZONING = R-15 "PERFORMANCE DEVELOPMENT" 3. TOTAL NUMBER OF LOTS = 89 4. ALL LOTS ARE SUBJECT TO A 10' UTILITY EASEMENT ALONG ALL STREET FRONTAGES. 5. ELEVATIONS ARE RELATIVE TO M.S.L. (N.A.V.D. '29) 6. NO CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT IS OBTAINED UNDER THE NEW HANOVER COUNTY EROSION CONTROL ORDINANCE. 7. NEW HANOVER COUNTY WATER. 8. NEW HANOVER COUNTY SEWER. 9. ALL PRIVATE STREETS, COMMON AREAS, ETC. WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 2:1 2:1 11��►1l17ay1Lei ►ww,:j Y w cn MARON W. LONG ET UX ' • BOOK 1070, PAGE 563 • S03'50'34"E • •,s 676.77' ; 22.0 LL a a c RIGHT-OF-WAY _... p+ cc OPEC- O* _B___--- I �_O. f 1 4" FT j 1 4[4- -- - �"H { S* ABC STONE BASE PR 1-1f 2' NC00T --- 1- ASPHALT FAfL 'A' SAtJP�ER TYPICAL 40' ROAD 14 -S CTION ICI �Y�Y�I NTS (PRIVATE ROAD) BROOKSIDE GARDENS DR. SOUTH OF SWALE #2 NEW HAVEN DR. EAST OF IVORY CT. N STONEHAVEN CT., IVORY CT. IDA MURRAY YOPP ESTATE MAP BOOK 20, PAGE 17 R _ N .� r 00 EXISTING 60' ACCESS EASEMENT z 28'-0*1-�. ( BE ABANDONED) -1 1 4!1 1 4' FT — ------ - — — — — — — — — — �-�- -- � S02'18'45"E w 642.57' 8' ABC STONE BASE wi clq 0 . pEp 1-1 /Y NCDOT =J co - ! 3:1 DI TCH 30' D. . ER iWN - I-1 ASPHALT' All 'A' �R 00 rn ! TYPICAL 45' ROAD CROSS-SECTION NTS ' 10' BUFFER/ N 78 77 PRIVATE ROAD - O O ( � OPEN SPA.CL. 70 o! BROOKSIDE GARDENS DR. NORTH OF SWALE #2 NEW HAVEN DR. WEST OF IVORY CT. 30' EMERGENCY ACCESS, , ! z Ln do o� S ONEHAVEN C URT NX wn f�. r.kM;i 79 80 81 82 83 84 85 87 O O (8 86 DETAIL 'A' NTS TOP OF PAVEMENT • GUTTER LINE TOP OF CURB 2'-0_ 5 —O' 2'-0' . TAM: CURB CURB CUT DETAIL NTS 3,0' -i1 - ' ' d MINIMUM LENGTH = 100' Ik 9J MAXIMUM GRADE = 5% `—` N, .ICAL ERAS SWALE GS ■ 1 • or 00 9SJ, Z1,9A �''�AiLI O Booms ot" ,� Oi SAF ft uoo S86'05'08"W 8.06' 3 b, MCO • kp LEGEND --'N- FLUME GS GRASSED SWALE U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT 8 FIRE HYDRANT H:llj PAVED FLUME !Z, • TRAVERSE LINE 12't FROM CENTERLIIN OF SMITH'S CREEK Y to o SHENANDOAH WOODS `'`ll o o REVISION SECTION 1 MAP BOOK 34, PAGE 193 - • o \ • a,, �. j� � 1 • 000 • s ' oo,o�. • • ' 6 NO3'41'16"W 143.94 �i SM. EK ESTA i�'S • RUN OF SMITH'S CREEK THE PROPERTY LINE ---- LOCATION M A P NOT TO SCALE 50' RAD - 40' RADIU _ > ' i t:� ,.�; PR RECORDATION Aci '« .1.,,� . _ CONVEYANCES OR SALES. _ PRELIMINARY: NOT FOR . §ice af5''iG -� �, ! _._.. - r ' � d_<,��k;��' n MAY 29, 2001 REV. tf t i JULY 20 2001 REV. SEPT. 18, 2001 REV. NOV. 18, 2002 REV. // s I )IUS ■ IOW TYPICAL CUL-DE-SAC_ NTS NOTE: STONEHAVEN COURT (SOUTH) / RIGHT OF WAY = 45' RADIUS BACK OF CURB 39' RADIUS STONEHAVEN COURT (NORTH) / RIGHT OF WAY = 40' RADIUS BACK OF CURB = 34' RADIUS IVORY COURT / RIGHT OF WAY = 50' RADIUS BACK OF CURB 39' RADIUS NEW HAVEN DRIVE / RIGHT OF WAY = 40' RADIUS BACK OF CURB = 34' RADIUS BROOKSIDE GARDENS DRIVE / RIGHT OF WAY = 40' RADIUS BACK OF CURB = 34' RADIUS REVISED PRELIMINARY PLAN OF BROOKS.lDE GARDENS (FORMERLY YOPP TRACT) HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA SCALE: 1 "= 100' - `OCTOBER 30, 1999 FOR TERRA HOLDING COMPANY, INC. ,,,A ,,, 2905 MARKET STREET WILMINGTON, NC Q�`r c ..R�1i,�'•,� �� O••. f'SS/p'•.I PRELIMINARY SITE PLAN ? 410, ; RECEIVED • 4 $ P .RED .BY: S z Z, NEW HANOVER COUNTY PLANNING D • r C-32C o: Q. do to j •S�,�o: � sl QIoY �,%,,e o,,,,,*RNOLD W. CARSON, PLS, PC 406 NORTH THIRD STREET WILMINGTON, NC 28401 PHONE: (910) 772-9113 FAX. (910) 772-9128 100' 50' 0 100' 200' 300' 400'