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0 GRAPHIC SCALE: M AGN ET I C - M A P B OO K 28 P AG E 193 B R A E M E R L ANT E RN WAY HEWLETTS DRAWN: APPROVED: SCALE: DATE: DESIGNED: STROUD ENGINEERING, P.A. 102-D CINEMA DRIVE WILMINGTON, NORTH CAROLINA (910) 815-0775 (910) 815-0593 FAX 1 OWNER: ADDRESS: JHF SHEET OF 1 JHF PRELIMINARY PLAN WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA KIRK ANDREWS 3129 BRAEMAR LANE WILMINGTON, NC 28409 GAG I n f il t r a ti on T r e n c h D e t a il DIVISION OF IVORY TRACT A MINOR SUBDIVISION GEOTEXTILE FABRIC #57 CLEAN WASHED STONE 15 " NTS TREE PROTECTION DRIPLINE PROTECTIVE BARRIER EXISTING TREE 3’ MIN. STAKE HEIGHT ABOVE GRADE 3’ F I N I S H G R AD E S O A S T O C R E A TE S HA LL O W S W A LE W I T H T R E N C H A S I NV E R T E A S E M E N T P A V E M E N T LONG LEAF HI LLS DR. S H I P YA R D B L VD U S 11 7 COLLEGE RD. NC 132 H O L L Y T R E E R D . KIRBY SMITH DR G R EE N H O W E D R C R E E K P I N E VA LL E Y D R . SITE VICINITY MAP NOT TO SCALE 11/4/2013 34’ EASEMENT 8’ 2" ASPHALT 1/4":1’ 6" ABC R/ W 8’ ST ORM W ATE R 18’ F OR UT I L I T Y AND/ OR R/ W C L 1. NOT TO CONTAIN WATER AND SEWER UTILITY LINES PRIVATE ACCESS EASEMENT SEE NOTES ALLEY NOTES: 1. 400’ MAXIMUM LENGTH TO FURTHEST UNIT FROM PUBLIC STREET. 2. SERVES A MAXIMUM OF 4 SINGLE FAMILY OR DUPLEX UNITS. PRIVATE ACCESS EASEMENT NOTES: 3. 23’ WIDTH REQUIRED AT STREET INTERSECTION. (34’ MINIMUM WIDTH) EX SSMH NFV 2 1 3 4 KINGSLAND WOODS LOT 10 MAP BOOK 28 PAGE 193 KINGSLAND WOODS LOT 26 MAP BOOK 28 PAGE 193 KINGSLAND WOODS LOT 27 MAP BOOK 28 PAGE 193 MASONBORO CEMETERY R06600-003-012-000 STRATFORD PLACE SECTION 1, LOT 25 MAP BOOK 27 PAGE 46 STRATFORD PLACE SECTION 1, LOT 24 MAP BOOK 27 PAGE 46 STRATFORD PLACE SECTION 1, LOT 23 MAP BOOK 27 PAGE 46 WOODBERRY FOREST SECTION 4, LOT 79 MAP BOOK 27 PAGE 45 WOODBERRY FOREST SECTION 3, LOT 58 MAP BOOK 27 PAGE 37 WOODBERRY FOREST SECTION 3, LOT 59 MAP BOOK 27 PAGE 37 WOODBERRY FOREST SECTION 3, LOT 60 MAP BOOK 27 PAGE 37 KINGSLAND WOODS LOT 9 MAP BOOK 28 PAGE 193 S i t e I nv e n t o r y N o t e s : 1. S o il s T yp e s : U r- U r b a n 2. T h i s p r op e r t y i s no t i m p ac t e d by a ny A E C . 3. T h e r e a r e no C on s e r v a ti on O v e r l a y bound a r i e s a ff ec t i ng t h i s p r op e r t y . 4. T h i s s i t e i s no t i m p ac t e d by a ny r ec ogn i ze d h i s t o r i c o r a r c h e o l og i ca l s i gn i f i ca n ce . 5. T h e r e i s no e v i d e n ce o f ce m e t e r i e s on t h i s s it e . 6. T h e r e i s no e v i d e n ce o f j u r i s d i c ti on a l w e tl a nd s on t h i s s it e . 7. T h e r e i s no e v i d e n ce o f e nd a ng e r e d s p ec i e s o r h a b it a t s on t h e s it e . 8. T h i s p r op e r t y i s no t w it h i n a ny f l ood h aza r d a r ea a s e v i d e n ce d by N . C . F l ood M a p 3720313600 J M a p D a t e d : A p r il 3 , 2006 . 9. T h e s it e d r a i n a g e f l o w s i n t o H e w l e tt ’ s C r ee k w a t e r s h e d . T h e s i t e i s ou t s i d e o f 1 / 2 m il e S A w a t e r s h e d s e t b ac k . F i r e & L i f e S a f e t y N o t e s : 1. C on s t r u c ti on t yp e - 5 B 2. C on t r ac t o r s h a ll m a i n t a i n a n a l l w ea t h e r acce ss f o r e m e r g e n c y v e h i c l e s a t a l l ti m e s du r i ng c on s t r u c ti on . 3. T e m po r a r y s t r ee t s i gn s s h a ll b e i n s t a ll e d a t eac h s t r ee t i n t e r s ec t i on w h e n c on s t r u c ti on o f n e w r o a d w a y s a ll o w s p a ss a g e by v e h i c l e s . 30 60 60 1" = 30’ 1" = 30’ U t i l i t y N o t e s : 1. W a t e r a nd s a n it a r y s e w e r s e r v i ce s ca n b e e x t e nd e d t o t h e s i t e fr o m e x i s t i ng , a d j ace n t pub li c m a i n s . NO ADD I T I ONA L HYD R AN T S A R E P R O P O S E D . 2. A l l u t il i t y s e r v i ce s s u c h a s e l ec t r i c po w e r , C A T V , g a s & t e l e phon e s h a ll b e i n s t a l l e d und e r g r ound . 3. P r o j ec t s h a ll c o m p l y w i t h C FP UA C r o ss C onn ec ti on C on t r o l r e qu i r e m e n t s . W a t e r m e t e r( s ) ca nno t b e r e l ea s e d un t il a ll r e qu i r e m e n t s a r e m e t a nd N C D E N R . h a s i s s u e d t h e i r " F i n a l A pp r ov a l . " 4. If c on t r ac t o r d e s i r e s C FP UA w a t e r f o r c on s t r u c ti on , h e s h a ll a pp l y i n a dv a n ce f o r t h i s s e r v i ce a nd m u s t p r ov i d e a r e du ce d p r e ss u r e z on e ( R P Z ) b ac k f l o w p r e v e n ti on d e v i ce on t h e d e v e l op e r’ s s i d e o f t h e w a t e r m e t e r box . 5. W a t e r a nd S e w e r s e r v i ce s a r e t o b e m a r k e d w i t h N o . 10 i n s u l a t e d c opp e r w i r e i n s t a ll e d a nd s t r a pp e d t o t h e p i p e s w i t h du c t t a p e . T h e i n s u l a t e d w i r e i s t o b e s t r i pp e d t o b a r e w i r e a nd s ec u r e d t o a ll v a l v e s a nd f itt i ng s . T h i s w i r e i s t o b e acce ss i b l e i n a l l v a l v e a nd m e t e r box e s t o a i d i n f u t u r e l o ca t i on o f f ac ili t i e s . 6. T h e c on t r ac t o r i s r e s pon s i b l e f o r t h e l o ca ti on a nd p r o t ec t i on o r e x i s ti ng u ti l iti e s du r i ng c on s t r u c ti on . C a ll U - L O C O a t 1 - 800 - 632 - 4949 7. C on t r ac t o r i s r e s pon s i b l e f o r t h e r e p a i r a nd r e p l ace m e n t o f a ny u til i ti e s , c u r b & gu tt e r , p a v e m e n t , e t c . t h a t m a y b e d a m a g e d du r i ng c on s t r u c ti on . D a m a g e d it e m s s h a ll b e r e p a i r e d t o a t l ea s t t h e qu a li t y o r w o r k m a n s h i p f ound i n t h e o r i g i n a l it e m . 8. C I T Y O F W I L M I NG T ON W I LL NO T P R OV I D E S O L I D W A S TE C O LLE C T I ON S E R V I C E S ON A P R I VA TE E A S E M E N T . E I T H E R T R A S H C A R T S S HA LL B E P L A C E D A T L AN TE R N W AY O R P R I VA TE S O L I D S W A S TE C O LLE C T I ON S E R V I C E S S HA LL B E O B T A I N E D . 9. E s t i m a t e d W a t e r & S e w e r C a p ac i t y R e qu e s t : 4 X 3 - BR un i t s @ 120 G P D p e r B R = 1440 G P D S e w e r 4 U n it s @ 400 G P D p e r U n i t = 1600 G P D W a t e r Grading & Stormwater Management Notes: 1. No land disturbance is permitted on areas outside of the necessary grading limits for site improvements other than the minimum to tie back into the existing contours. 2. Protective fencing is to be maintained throughout the duration of the project. Land clearing & construction contractors shall receive adequate instruction on tree protection requirements and methods. 3. No equipment is allowed on the site until all tree protection fencing and silt fencing has been installed. 4. Runoff from Private Access Drive to be cross- sloped into infiltration trench. 5. Maximum allowable BUA is 20,760 SF (25% of tract area) Total common pavement surfaces = 3625 SF BUA allocation per lot = 4000 SF Declarant reserve = 1135 SF EX. SEWER MAIN EX. WATER MAIN EX. GV G e n e r a l N o t e s : 1. N e w H a nov e r C oun t y P a r ce l N o . : R 06600 - 003 - 015 - 001 2. P r o j ec t a dd r e ss i s : 3133 L AN TE R N W AY 3. T o t a l T r ac t A r ea : + / - 1 . 906 ac ( 83 , 042 s . f . ) 4. Z on i ng D i s t r i c t : R - 15 Setbacks- 30’ Front 10 ’ I n t e r i o r S i d e 25’ Rear 15’ Corner 5. C a m a L a nd C l a ss i f i ca t i on : W a t e r s h e d R e s ou r ce P r o t ec t i on 6. A l l d e v e l op m e n t s h a ll b e i n acc o r d a n ce w i t h t h e C it y o f W il m i ng t on L a nd D e v e l op m e n t C od e . LEGEND LANTERN WAY 50’ PUBLIC R/W PRIVATE ACCESS ROAD SHALL BE SUPERELEVATED TO DRAIN TOWARD INFILTRATION TRENCHES P R O J E C T B O U ND A R Y D I S T U RB E D A R E A P R O P O S E D S P O T ELE VA T ON E X I S T I N G W A TE R E X I S T I N G S E W E R x 2 6 . 3 CITY STANDARD DRIVE 8-05 N 1 6 ^ 0 4 ’ 0 1 " E 20 4 . 4 5 110 . 00 1 1 0 . 0 0 2 21 . 26 S 1 6 ^ 3 4 ’ 0 0 " W 19 5 . 6 9 112 . 66 21 2 . 8 7 112 . 72 N 48 ^ 39 ’ 06 " W 109 . 98 2 0 4 . 5 0 80’ (MIN) FRONTAGE 21,939 SQ.FT. 0.50 AC. 19,823 SQ.FT. 0.46 AC. 20,227 SQ.FT. 0.46 AC. 21,053 SQ.FT. 0.48 AC. x 26 . 4 x 26 . 8 x 26 . 8 x 26 . 4 16’ ASPHALT (TYP) PROVIDE 1.5" MASTER METER AT R/W LINE CFPUA RESPONSIBILITY ENDS AT METER 4 NEW 4" DIP GRAVITY SEWER SERVICES WITH CLEANOUTS AT R/W LINE CFPUA RESPONSIBILITY ENDS AT CLEANOUT 166 LF INFILTRATION TRENCH 50 ’ P R I VA TE A CC E SS & U T I L I T Y E A S E M E N T S 1 6 ^ 3 4 ’ 00 " W N 48 ^ 39 ’ 06 " W 109 . 98 N 1 6 ^ 04 ’ 01 " E S46^48’40"E S46^48’40"E 2 0 0 . 0 8 ’ S 16 ^ 1 9 ’ 0 9 " W S 16 ^ 19 ’ 0 9 " W EXTEND WATER SERVICES THROUGH PRIVATE UTILITY EASEMENT TO UNITS (BY OTHERS) EXTEND SEWER SERVICES THROUGH PRIVATE UTILITY EASEMENT TO UNITS (BY OTHERS) 4 NEW 4" DIP GRAVITY SEWER SERVICES WITH CLEANOUTS AT R/W LINE CFPUA RESPONSIBILITY ENDS AT CLEANOUT EX SSMH NFV EX. GV EX. WATER MAIN EX. SEWER MAIN R / W L I N E R/W LINE R/W LINE P L P L P L 1" = 20’ UTILITY SERVICE DETAIL PROVIDE 1.5" MASTER METER AT R/W LINE CFPUA RESPONSIBILITY ENDS AT METER 50’ PRIVATE ACCESS & UTILITY EASEMENT 50’ PRIVATE ACCESS & UTILITY EASEMENT PROVIDE INDIVIDUAL METERS AND RPZS FOR EACH SERVICE (BY OTHERS) CITY STANDARD DRIVE 8-05 (TYP) 1x6 ACROSS ENTIRE OPENING FOR CONSTRUCTION ONLY 3/4" DRIVEWAY SQUARE EDGE OF EXISTING PAVEMENT PAVEMENT FORMING DETAIL EXISTING PAVEMENT EXPANSION JOINT VARIABLE 1 / 4 " P E R 1 ’ 0 " 5’-0" 6" 10’ TO 12’ 30’ SECTION A-A 6" CONCRETE SIDEWALK SCORED LINE 1" DEEP PLAZA PLAZA EXPANSION JOINT 1/2" 6" DRIVEWAY APRON PLAN EXISTING PAVEMENT 16’-0" 10’-0" MIN. 5’- 0" VARI ABLE MIN C L RESIDENTIAL DRIVEWAY STREETS WITH NO CURB SD 8-05 NOT TO SCALE 6" ALIGN DRIVEWAYS FOR LOTS 2 AND 4 TO SERVE AS A HAMMERHEAD 30’ FRONT SETBACK FROM EP (TYP) EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY EX R/W EX R/W TRAFFIC NOTES: 1. ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 2’6" TO 10’0" ABOVE GRADE. 2. A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BE SUBMITTED TO THE CITY OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND PARKS AND RECREATION DEPARTMENT PRIOR TO THE RECORDING OF THE FINAL PLAT. 3. CONTACT TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE R/W. 4. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS. 5 ALL PAVEMENT MARKINGS IN PUBLIC R/W AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT GUIDELINES. 6. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS. 7. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. IN CERTAIN CASES RESURFACING OF THE ENTIRE AREA MAY BE REQUIRED. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS 8. INSTALL REFLECTORS PER CITY AND NCDOT STANDARDS. 9. IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET NAME SIGNS AT ALL INTERSECTIONS ASSOCIATED WITH THE SUBDIVISION IN ACCORDANCE WITH THE TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL. 10. ANY BROKEN OR MISSING DRIVEWAY PANELS, SIDEWALK PANELS OR CURBING SHALL BE REPLACED. 11. TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS. 12. DRIVEWAYS SHALL BE CITY STANDARD RAMP-TYPE WITH CURB RETURNS 6.5’ (MIN) FROM PROPERTY LINES. 13. LOT BUYERS SHALL RECEIVE A SUBDIVISION STREET DISCLOSURE STATEMENT. 14. ALL EXISTING DRIVEWAYS, STREET SIGNS, AND PAVEMENT MARKINGS WITHIN 100’ OF THE PROJECT ARE SHOWN. DATE S E A L 3 5 6 7 7 H T R O N C A R O N A L I O N A S S E F O R P L I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N E N G I E E R V D A I D L M E N I U S . DAVID L. MENIUS, P.E STORMWATER MANAGEMENT PLAN APPROVED CITY OF WILMINGTON ENGINEERING DEPARTMENT DATE ________ PERMIT # ________ SIGNED________________________ Approved Construction Plan Name Date Planning Public Utilities Traffic Fire For each open utility cut of City streets, a $325 permit shall be required from the City prior to occupancy and/or project acceptance. CONTINUE TRENCH UNDER DRIVEWAYS 24 ’ E X A S P HA L T W / A SP HA LT C U R B ( T W O W AY T R A F F I C W I T H NO M A R K I NG S ) 12’ 16’ 20 ’ ( M I N ) TAPER 22’ (MAX) 17’ TAPER DRIVEWAYS SHALL BE PERPINDICULAR TO EASEMENT
