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Porch Concepts - Site PlanEI P EI P EI P EI P BE N T CATVPED EI R OL D BO L T EC M BUF F C I R C L E E L O G D E N D R I V E ( 6 0 ' P U B L I C R / W ) (60 ' P U B L I C R / W ) MARKET STREET/US HWY 17 PED PEDPED PE D PED PEDPEDPED 15' U T I L I T Y E A S E M E N T BOO K 2 3 8 1 P A G E 5 6 2 AERIAL UTILITYEASEMENTBOOK 5974 PAGE 902 AE R I A L U T I L I T Y EA S E M E N T BO O K 6 1 1 9 P A G E 1 1 1 7 TEMPORARY CONSTRUCTIONEASEMENTBOOK 5974 PAGE 902MAP BOOK 14 PAGE 42(PUBLIC R/W - WIDTH VARIES)TO WILMINGTON IP S 1ƒ      :         % $ 6 (  % ( $ 5 , 1 * 8 7 . 9 5 ' 1   ƒ      ( 8 7 . 9 5 ' 6   ƒ      : 6 ƒ      (         1ƒ      :         1ƒ      :         6 ƒ      (         1 ƒ      :         1 ƒ      :         1ƒ (87.88'6ƒ :87.88'IPSIPS IPS 1   ƒ      ( 1 1 4 . 2 3 ' 6   ƒ      : 5 0 . 0 0 ' 6   ƒ      : 2 0 . 0 0 ' 24"P 12"O12"O12"O12"O12"O 17"O 14"O22"O15"O 12 " O 15"MAG 15"LO 15"LO16"LO 13"O 12 " P 15 " P 18 " P 12 " P 13 " P 12 " P 20 " P 12 " O 15 " P 16 " L O 12 " L O 12 / 1 8 " 18 " P DB L L O 17 " O 16 " O 11 " O 16 " O 19 " P 13 " O 12 " P 10 " O 10 " O 12"O18"LO 18"O15"O 17 " P 10 / 1 6 " DB L L O 12 / 2 0 " DB L L O 12 " O 12/12/ 1 2 " TRP L O 13 " O 12 " L O 14 " O 12 " O 12 " O 12 " L O 18 " P 18 " P 18 " P 18 " P 13 " P 12 " O 18 " O 14 " O 13 " L O 15 " O 15 " O 12 " L O 13 " O 12 " P 12 " L O 20 " L O 15 " L O 15 " L O 13 " O 16 " O 12 " P 14 " O 18 " P 18 " O 14 / 1 6 / 1 8 " TR P L O 15 / 1 5 " DB L L O 20 " L O 16 " L O 15 " L O 22 " L O 15 / 1 8 / 1 8 / 2 0 " QU A D O 14 " L O 16 " L O 11 " L O 11 " L O 11 " L O 16 " P APPROXIMATE LOCATION & SIZE OF EX. 16" WATERLINE POSSIBLE SIGNEASEMENT AREA(TITLE SEARCH NEEDED)OLD SIGNREMAINS EX. 8" SS MAINEX. 8" SS MAIN EX. 8" SS MAINSS MANHOLETOP 44.79INV 34.29 18 " O 26 " L O Ma n a g e m e n t , L L C D. B . 6 1 1 3 - 2 7 7 6 Zo n i n g : B - 2 La n d U s e : Co m m e r c i a l C e n t e r n/ f n/f Pe n n i n g t o n F a m i l y Tr u s t D. B . 4 0 3 9 - 7 6 8 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f Ma r k & An n a T a y l o r D.B . 6 0 7 3 - 2 7 7 4 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f Gr e g o r y & Re n e e D i t z D. B . 6 3 1 1 - 5 8 0 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f Sh e r w o o d & Lo u r d e s G r o s s m a n D. B . 5 9 0 1 - 1 9 9 3 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f Fr a n c e s Pi t t m a n D. B . 9 8 8 - 5 7 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f Sherlene ReneSpicerD.B. 749-198Zoning: R-15Land Use:Residential Ri c a r d o & Ch a r m a i n e M a r t e l l s D.B . 6 1 5 0 - 2 5 1 2 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f LF CONTRACTOR TOCOORDINATE WITH POWERCOMPANY FOR RELOCATIONOF EX. GUY WIREBUILDING FOOTP R I N T BU I L D I N G F O O T P R I N T CU R B L I N E EX. SIGN REMAINSTO BE REMOVED C- 0 1 EXISTING CONDITIONS AND DEMOLITION PLAN 1" = 5 0 ' PR O P E R T Y L I N E AD J O I N E R S SI L T F E N C E LI M I T S O F D I S T U R B A N C E LE G E N D OF 7 RE V I S I O N S PR O J E C T N U M B E R : DR A W I N G N U M B E R : CH E C K E D : AP P R O V E D : DR A W N : DA T E : SC A L E : SH E E T S I Z E : CL I E N T I N F O R M A T I O N : VI C I N I T Y M A P ( N O T T O S C A L E ) : 20 2 0 - 0 3 8 5/ 1 3 / 2 0 2 1 24 X 3 6 CD C JA E CD C MA K I H O L D I N G S , L L C PO B O X 1 4 5 3 HA M P S T E A D , N C 2 8 4 4 3 M A R K E T S T R E E T E L O G D E N D R BUF F C I R BUF F C I R C L E SIT E P R E L I M I N A R Y D O N O T U S E F O R C O N S T R U C T I O N SI T E D A T A PA R C E L I D : R0 4 4 0 0 - 0 0 5 - 0 1 7 - 0 0 0 , R0 4 4 0 0 - 0 0 5 - 0 1 6 - 0 0 0 CU R R E N T Z O N I N G : CB ( C Z D ) PR O J E C T A D D R E S S : 70 3 6 & 7 0 3 8 M A R K E T S T . WI L M I N G T O N , N C 2 8 4 1 1 CU R R E N T O W N E R S : MA K I H O L D I N G S , L L C PO B O X 1 4 5 3 HA M P S T E A D , N C 2 8 4 4 3 TO T A L A C R E A G E I N P R O J E C T B O U N D A R Y       6  )   “       D F  EX I S T I N G O N S I T E I M P E R V I O U S A R E A S : S I T E I S V A C A N T SO I L S T Y P E : Kr ( K u r e b S a n d ) 1 0 0 . 0 % DE V E L O P M E N T N O T E S : 1. A L L D E V E L O P M E N T S H A L L B E I N A C C O R D A N C E W I T H N E W H A N O V E R C O U N T Y L A N D DE V E L O P M E N T C O D E . 2. P R O J E C T S H A L L C O M P L Y W I T H A L L F E D E R A L , S T A T E & N E W H A N O V E R C O U N T Y RE G U L A T I O N S . 3. E X I S T I N G S U R V E Y I N G P E R F O R M E D B Y M I C H A E L N . U N D E R W O O D , P L S L - 2 9 6 2 4. P R O P E R T Y I S L O C A T E D I N Z O N E " X " A C C O R D I N G T O T H E F E M A F L O O D I N S U R A N C E R A T E MA P , 3 7 2 0 3 1 5 9 0 0 J , D A T E D 0 4 / 0 3 / 0 6 5. P R I O R T O C L E A R I N G , G R A D I N G , O R C O N S T R U C T I O N A C T I V I T Y , A N Y W E L L S T H A T A R E EX I S T I N G M U S T B E P R O T E C T E D A R O U N D E A C H W E L L H E A D / C A S I N G A N D C A P P E D . 10 0 ' 50 ' 25 ' 5 0 ' 0' Sc a l e : 1 " = 5 0 ' TR E E P R E S E R V A T I O N N O T E S : 1. P R I O R T O A N Y C L E A R I N G , G R A D I N G , O R C O N S T R U C T I O N A C T I V I T Y , A P P R O V E D T R E E PR O T E C T I O N F E N C I N G , S U C H A S S A F E T Y B A R R I E R F E N C I N G , A W O O D E N S L A T S N O W FE N C E O R W I R E F E N C E , S H A L L B E I N S T A L L E D A R O U N D P R O T E C T E D T R E E S O R T R E E ST A N D S L O C A T E D I N C O N S T R U C T I O N A R E A S O R O T H E R S I T E A R E A S T H A T W I L L B E DI S T U R B E D B Y C O N S T R U C T I O N A C T I V I T I E S . T H E F E N C I N G S H A L L B E A M I N I M U M O F FO U R F E E T I N H E I G H T A N D B E O F D U R A B L E C O N S T R U C T I O N . T R E E P R O T E C T I V E FE N C I N G S H A L L R E M A I N I N P L A C E T H R O U G H C O M P L E T I O N O F C O N S T R U C T I O N AC T I V I T I E S . 2. N O C O N S T R U C T I O N W O R K E R S , T O O L S , M A T E R I A L S , O R V E H I C L E S A R E P E R M I T T E D WI T H I N T H E T R E E P R O T E C T I O N F E N C I N G . 3. I F A N E X I S T I N G T R E E R E T A I N E D T O C O M P L Y W I T H T H E S T A N D A R D S O F T H I S S E C T I O N I S DE S T R O Y E D , S U B S T A N T I A L L Y D A M A G E D , O R D I E S A S A R E S U L T O F N E G L I G E N C E O N T H E PA R T O F T H E P R O P E R T Y O W N E R W I T H I N T H R E E Y E A R S A F T E R C O M P L E T I O N O F CO N S T R U C T I O N , T H E N R E P L A C E M E N T T R E E S S H A L L B E P L A N T E D O N T H E S I T E W I T H A TO T A L D I A M E T E R E Q U A L T O T W I C E T H E D I A M E T E R O F T H E R E T A I N E D T R E E . A M I N I M U M GR O W I N G A R E A O F 1 4 4 S Q U A R E F E E T S H A L L B E P R O V I D E D F O R E A C H R E P L A C E M E N T TR E E . I F T H E P L A N N I N G D I R E C T O R D E T E R M I N E S I T I S I N F E A S I B L E O R F O R RE P L A C E M E N T T R E E ( S ) T O B E A C C O M M O D A T E D O N T H E S I T E , T H E N A P A Y M E N T M A Y B E 0$ ' (  7 2  7 + (  & 2 8 1 7 < ¶ 6  7 5 ( (  , 0 3 5 2 9 ( 0 ( 1 7  ) 8 1 '  ( 4 8 , 9 $ / ( 1 7  7 2  7 + (  3 5 , & , 1 * ST A N D A R D S I N T H E C O U N T Y F E E S C H E D U L E . MI T I G A T I O N R E Q U I R E D F O R RE M O V A L O F S I G N I F I C A N T T R E E S QT Y SI Z E TY P E RE P L A C E M E N T IN C H E S 1 24 " PI N E 48 . 0 0 1 15 " MA G 30 . 0 0 TO T A L R E P L A C E M E N T IN C H E S 78 CR E D I T S F O R P R E S E R V E D T R E E S QT Y DB H IN C H E S TY P E DO C U M E N T E D IN C H E S SI G N I F I C A N T IN C H E S SP E C I M E N IN C H E S 1 2 6 " L I V E O A K 26 1 2 2 " LI V E O A K 22 2 20 " L I V E O A K 40 2 1 8 " L I V E O A K 36 2 1 6 " L I V E O A K 32 3 1 5 " LI V E O A K 45 1 14 " LI V E O A K 14 3 12 " L I V E O A K 36 1 2 0 " O A K 20 4 18 " O A K 72 2 15 " OA K 30 TO T A L I N C H E S PR E S E R V E D T R E E S 34 7 26 TO T A L C R E D I T S F O R PR E S E R V E D T R E E S 34 7 CATVPED BUF F C I R C L E E L O G D E N D R I V E ( 6 0 ' P U B L I C R / W ) (60 ' P U B L I C R / W ) MARKET STREET/US HWY 1715' U T I L I T Y E A S E M E N T BOOK 2 3 8 1 P A G E 5 6 2 AERIAL UTILITYEASEMENTBOOK 5974 PAGE 902 AERIAL UTILITYEASEMENTBOOK 6119 PAGE 1117 TEMPORARY CONSTRUCTIONEASEMENTBOOK 5974 PAGE 902MAP BOOK 14 PAGE 42(PUBLIC R/W - WIDTH VARIES) 12 " L O 12 / 1 8 " DB L L O 18 " O 15 " O 12 " L O 20 " L O 15 " L O 15 " L O 14 / 1 6 / 1 8 " TR P L O 20 " L O 16 " L O 15 " L O 22 " L O 15 / 1 8 / 1 8 / 2 0 " QU A D O APPROXIMATE LOCATION & SIZE OF EX. 16" WATERLINE EX. 8" SS MAINEX. 8" SS MAIN EX. 8" SS MAINSS MANHOLETOP 44.79INV 34.29 18 " O 26 " L O Management, LLCD.B. 6113-2776Zoning: B-2Land Use:Commercial Center n/fn/f Pe n n i n g t o n F a m i l y Tr u s t D. B . 4 0 3 9 - 7 6 8 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f Ma r k & An n a T a y l o r D. B . 6 0 7 3 - 2 7 7 4 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f Gr e g o r y & Re n e e D i t z D.B . 6 3 1 1 - 5 8 0 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f Sh e r w o o d & Lo u r d e s G r o s s m a n D.B . 5 9 0 1 - 1 9 9 3 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f Fr a n c e s Pi t t m a n D. B . 9 8 8 - 5 7 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f Sherlene ReneSpicerD.B. 749-198Zoning: R-15Land Use:Residential Ri c a r d o & Ch a r m a i n e M a r t e l l s D. B . 6 1 5 0 - 2 5 1 2 Zo n i n g : R - 1 5 La n d U s e : Re s i d e n t i a l n/ f LF10' MULTI-USE PATH (BY OTHERS)Covered Porch L O A D I N G A R E A OUTDOORDISPLAYAREA 5' SIDEWALK5' SIDEWALK 9' (TYP)10 15 9 7 4 2 4 ' 16' (TYP)1 8 ' ( T Y P ) 15' PROPOSED 16,000 SF RETAIL BUILDING FFE: 44.5 PRO P O S E D 5 , 0 0 0 S F WAR E H O U S E BUI L D I N G FFE : 4 3 . 5 DUMPSTER PAD & ENCLOSURE(SEE DETAIL) 2 0 ' B U F F E R Y A R D 2 5 ' R E A R S E T B A C K 20' FRONT SETBACK 20' S I D E S E T B A C K & B U F F E R Y A R D PR O P O S E D O P E N I N F I L T R A T I O N B A S I N TO B : 3 8 . 0 FP : 3 7 . 5 BT M : 3 5 . 0 261 sf 247 sf241 sf145 sf145 sf 26 5 s f 18' (TYP)PROP. CONC.DRIVE APRON 15 " F E S I N V . 3 5 . 0 W/ 5 ' X 5 ' X 1 2 " E D DI#2RIM: 42.75INV: 40.45 PR O P . B Y P A S S S T R U C T U R E # 2 IN L E T R I M : 4 3 . 0 MH L I D R I M : 4 3 . 0 (S E E D E T A I L ) PR O P . B Y P A S S S T R U C T U R E # 1 IN L E T R I M : 4 3 . 0 MH L I D R I M : 4 3 . 5 (S E E D E T A I L ) SD M H # 1 RI M : 4 3 . 0 IN V : 4 0 . 1 5 SD M H # 2 RI M : 4 3 . 4 5 IN V : 3 7 . 0 15 " R C P 15" R C P 15" R C P 15" RC P 15" R C P 2 0 ' 8" PVC @ 1.0%10" PVC @ 1.0%10" PVC @ 1.0%8" PVC @ 1.0%(1) 1.5" SERVICE(1) 1.5" METER W/ CFPUAAPPROVED BACKFLOWPREVENTOR TIE TO EX. WATER MAIN W/1.5" X 16" T.S.&V.TIE TO EX. WATER MAIN W/6" X 16" T.S.&V.(1) 6" FIRE SERVICE(1) WATTS MODEL# LF957 RPDA 13' L. X 7' W. X 4.5' DEEP PITSAWCUT & RESTORE ASPHALT TONCDOT SPECS W/ 50' MILL & OVERLAY MATCH PROPOSED ASPHALT“STORM DRAIN C.O. (T Y P ) STORM DRAIN C.O. (TYP)SS C.O. (TYP)10' MULTI-USE PATH (BY OTHERS)45.944.944.444.2 44.243.844.2 43.7UPUP44.243.844.2 43.7UPUP 44.4 43 . 7 44 . 2 43.7 43 . 5 5 43 . 5 5 43 . 6 5 43 . 5 43 . 3 43 . 4 43 . 0 43.0 42 . 8 42 . 9 43 . 3 5 43 . 3 5 43.543.3 43.15 43.3543.55 4 3 4240 40 40 39 39 41 42 1.5" WATER SERVICE (36" MIN BURY)43 44 454546 37 41 6" SS SERVICE TIE TO EX. SSMH$'-8675,072),1,6+('*5$'(“INV IN: 34.544.15 43 42 15" RC P 43.7 RE T A I N I N G W A L L (D E S I G N B Y O T H E R S ) CONTRACTOR TOCOORDINATE WITH POWERCOMPANY FOR RELOCATIONOF EX. GUY WIRE46.0 39 DI # 1 RI M : 4 2 . 7 5 IN V : 4 0 . 3 5 50'6" PVC SS SERVICE @ 1.0% GR A S S E D S P I L L W A Y IN V : 3 7 . 5 F.D.C. ON CORNEROF BUILDING.44.5 28'24'63.7'45.9 45.9APPROX. LOCATION PROPOSED 2'-6" C&G(BY OTHERS) C- 1 2 SITE, GRADING, DRAINAGE, STORMWATER & UTILITIES PLAN 1" = 4 0 ' SI T E D A T A PA R C E L I D : R0 4 4 0 0 - 0 0 5 - 0 1 7 - 0 0 0 , R0 4 4 0 0 - 0 0 5 - 0 1 6 - 0 0 0 CU R R E N T Z O N I N G : CB ( C Z D ) PR O J E C T A D D R E S S : 70 3 6 & 7 0 3 8 M A R K E T S T . WI L M I N G T O N , N C 2 8 4 1 1 CU R R E N T O W N E R S : MA K I H O L D I N G S , L L C PO B O X 1 4 5 3 HA M P S T E A D , N C 2 8 4 4 3 TO T A L A C R E A G E I N P R O J E C T B O U N D A R Y       6  )   “       D F  PR O P O S E D U S E : RE T A I L F U R N I T U R E S A L E S & WA R E H O U S E BU I L D I N G S I Z E : 21 , 0 0 0 S . F . T O T A L (S E E P L A N F O R B U I L D I N G S I Z E S ) BU I L D I N G H E I G H T : 1- S t o r y / 2 5 ' CA L C U L A T I O N F O R B U I L D I N G C O V E R A G E : PR O P O S E D C O V E R A G E       6  )    ·         6  )          BU I L D I N G S E T B A C K S : FR O N T : RE Q U I R E D = 2 0 ' PR O P O S E D = 2 1 ' SI D E : RE Q U I R E D = 2 0 ' PR O P O S E D = 9 0 ' L / 2 0 . 5 ' R RE A R : RE Q U I R E D = 2 5 ' PR O P O S E D = 1 4 1 ' PR O P O S E D I M P E R V I O U S A R E A S : BU I L D I N G S 21 , 7 1 0 S . F . AS P H A L T P A R K I N G A R E A 17 , 0 1 6 S . F . CO N C R E T E S I D E W A L K 4 , 5 3 0 S . F . TO T A L 43 , 2 5 6 S . F ( 4 4 . 8 % ) PA R K I N G R E Q U I R E D R E T A I L : ( 2. 5 S p a c e s p e r 1 , 0 0 0 S . F . ) 16 , 0 0 0 S . F . = 40 S P A C E S PA R K I N G R E Q U I R E D W A R E H O U S E : ( 1. 5 S p a c e s p e r 2 E m p l o y e e s , 1 S p a c e p e r M a n a g e r , 1 V i s i t o r S p a c e p e r 1 0 M a n a g e r s , a n d 1 S p a c e p e r v e h i c l e u s e d d i r e c t l y f o r t h e b u s i n e s s ) 2 E m p l o y e e s , 0 M a n a g e r , a n d 0 V e h i c l e s = 2 S P A C E S TO T A L P A R K I N G R E Q U I R E D : 42 S P A C E S PA R K I N G P R O V I D E D : 45 S P A C E S ( 4 A D A ) PA R K I N G L O T I N T E R I O R L A N D S C A P I N G RE Q U I R E D 1 7 , 0 1 6 S . F . * 8 % 1, 3 6 1 S . F . PR O V I D E D 2, 3 4 1 S . F . FO U N D A T I O N P L A N T I N G S : ( 2 4 5 L F X 2 0 ' F A C A D E X 1 2 % ) RE Q U I R E D : 58 8 S . F . PR O V I D E D : 89 5 S . F . ST R E E T Y A R D : ( M U L T I P L I E R : 1 8 ' M A X : 2 7 ' M I N : 9 ' ) RE Q U I R E D : 1 7 5 . 7 5 ' - 2 9 ' = 1 4 6 . 7 5 X 1 8 ' = 2 , 6 4 2 S . F . PR O V I D E D : 2, 6 9 5 S . F . ES T I M A T E D T R I P G E N E R A T I O N ( P e r Tr i p G e n e r a t i o n M a n u a l ) : 16 , 0 0 0 S F F U R N I T U R E S T O R E ( I T E C O D E 8 9 0 ) AM P E A K : 3 PM P E A K : 7 D A I L Y : 8 1 5, 0 0 0 S F W A R E H O U S E ( I T E C O D E 1 5 0 ) AM P E A K : 2 PM P E A K : 2 D A I L Y : 1 8 TO T A L : AM P E A K : 5 PM P E A K : 9 D A I L Y : 9 9 EX I S T I N G S E W E R A N D W A T E R D E M A N D : 0 G P D PR O P O S E D S E W E R A N D W A T E R D E M A N D : 3 0 0 G P D OF 7 RE V I S I O N S PR O J E C T N U M B E R : DR A W I N G N U M B E R : CH E C K E D : AP P R O V E D : DR A W N : DA T E : SC A L E : SH E E T S I Z E : CL I E N T I N F O R M A T I O N : VI C I N I T Y M A P ( N O T T O S C A L E ) : 20 2 0 - 0 3 8 5/ 1 3 / 2 0 2 1 24 X 3 6 CD C JA E CD C MA K I H O L D I N G S , L L C PO B O X 1 4 5 3 HA M P S T E A D , N C 2 8 4 4 3 M A R K E T S T R E E T EL O G D E N D R BUF F C I R BUF F C I R C L E SIT E P R E L I M I N A R Y D O N O T U S E F O R C O N S T R U C T I O N PR O P E R T Y L I N E RU N O F F D I R E C T I O N CO N T O U R PR O P O S E D W A T E R L I N E PR O P O S E D S A N I T A R Y S E W E R L I N E EN E R G Y D I S S I P A T E R SP O T E L E V A T I O N PA R K I N G L O T L A N D S C A P I N G ST R E E T Y A R D FO U N D A T I O N P L A N T I N G S LE G E N D 25 . 5 DE V E L O P M E N T N O T E S : 1. A L L D E V E L O P M E N T S H A L L B E I N A C C O R D A N C E W I T H N E W H A N O V E R C O U N T Y L A N D D E V E L O P M E N T C O D E . 2. P R O J E C T S H A L L C O M P L Y W I T H A L L F E D E R A L , S T A T E & N E W H A N O V E R C O U N T Y R E G U L A T I O N S . 3. M U L T I - U S E P A T H A N D C U R B A N D G U T T E R A P P R O X I M A T E L O C A T I O N S W I T H I N T H E N C D O T M A R K E T S T . R I G H T O F W A Y TA K E N F R O M N C D O T P R O J E C T U - 4 7 5 1 P L A N S H E E T S N U M B E R 6 A N D 2 8 . 80 ' 40 ' 20 ' 40 ' 0'Sc a l e : 1 " = 4 0 ' 1. E X I S T I N G W A T E R A N D S A N I T A R Y S E W E R S E R V I C E S A R E C U R R E N T L Y A V A I L A B L E T O T H E S I T E F R O M C A P E F E A R PU B L I C U T I L I T Y A U T H O R I T Y P U B L I C M A I N S . 2. A L L P R O P O S E D U T I L I T Y S E R V I C E S , S U C H A S E L E C T R I C P O W E R , C A T V , G A S & T E L E P H O N E S H A L L B E I N S T A L L E D UN D E R G R O U N D . 3. A L L W A T E R & S E W E R U T I L I T I E S T O B E I N S T A L L E D P E R C F P U A T E C H N I C A L S P E C I F I C A T I O N S & S T A N D A R D S . 4. A N Y B A C K F L O W P R E V E N T I O N D E V I C E S R E Q U I R E D B Y T H E C F P U A W I L L N E E D T O B E O N T H E L I S T O F A P P R O V E D DE V I C E S B Y U S C F C C C H R O R A S S E . 5. I F C O N T R A C T O R D E S I R E S C F P U A W A T E R F O R C O N S T R U C T I O N , H E S H A L L A P P L Y I N A D V A N C E F O R T H I S S E R V I C E A N D MU S T P R O V I D E A R E D U C E D P R E S S U R E Z O N E ( R P Z ) B A C K F L O W P R E V E N T I O N D E V I C E O N T H E D E V E L O P E R ' S S I D E O F TH E W A T E R M E T E R B O X . 6. W H E N P V C W A T E R M A I N S A N D S E R V I C E S A R E P R O P O S E D , T H E P I P E S A R E T O B E M A R K E D W I T H N O . 1 0 I N S U L A T E D , SI N G L E - S T R A N D C O P P E R W I R E I N S T A L L E D & S T R A P P E D T O T H E P I P E S W I T H D U C T T A P E . T H I S I S T O B E A C C E S S I B L E IN A L L V A L V E S A N D M E T E R B O X E S T O A I D I N F U T U R E L O C A T I O N O F F A C I L I T I E S . 7. T H E C O N T R A C T O R I S R E S P O N S I B L E F O R T H E L O C A T I O N A N D P R O T E C T I O N O F E X I S T I N G U T I L I T I E S D U R I N G CO N S T R U C T I O N . C A L L N C 8 1 1 A T 8 1 1 O R 1 - 8 0 0 - 6 3 2 - 4 9 4 9 . C O N T R A C T O R I S R E S P O N S I B L E F O R T H E R E P A I R A N D RE P L A C E M E N T O F A N Y U T I L I T I E S , C U R B & G U T T E R , P A V E M E N T , E T C . T H A T M A Y B E B E D A M A G E D D U R I N G CO N S T R U C T I O N . D A M A G E D I T E M S S H A L L B E R E P A I R E D T O A T L E A S T T H E Q U A L I T Y O R W O R K M A N S H I P F O U N D I N TH E O R I G I N A L I T E M . 8. T H E P R O C E S S F O R T E L E P H O N E C A B L E P L A C E M E N T : * F I N A L G R A D E W I L L N E E D T O B E E S T A B L I S H E D . * P O W E R W I L L PL A C E T H E I R C A B L E F I R S T - A P P R O X I M A T E L Y 3 ' D E E P . * T E L E P H O N E & C A B L E T V W I L L T H E N P L A C E T H E I R C A B L E A T AP P R O X I M A T E L Y 2 ' D E E P . 9. S O L I D W A S T E D I S P O S A L B Y P R I V A T E D U M P S T E R S E R V I C E . 10 . A L L W A T E R A N D S A N I T A R Y S E W E R L I N E S T O B E B U R I E D A T 3 6 " M I N . D E P T H . 11 . 3 ' S E P A R A T I O N R E Q U I R E D B E T W E E N A L L J O I N T S , F I T T I N G S A N D S E R V I C E S A D D L E S . 12 . W A T E R M E T E R A N D C L E A N - O U T T O B E 1 8 " I N S I D E T H E P U B L I C R I G H T O F W A Y . UT I L I T Y N O T E S : FI R E & S A F E T Y N O T E S : 1. P R O P O S E D B U I L D I N G W I L L B E S P R I N K L E D . 2. L A N D S C A P I N G O R P A R K I N G C A N N O T B L O C K O R I M P E D E T H E F D C O R F I R E H Y D R A N T S . A 3 - F O O T C L E A R S P A C E S H A L L BE M A I N T A I N E D A R O U N D T H E C I R C U M F E R E N C E O F T H E H Y D R A N T A N D F D C . 3. C O N T R A C T O R S H A L L M A I N T A I N A N A L L - W E A T H E R A C C E S S 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 T I M E S D U R I N G CO N S T R U C T I O N . 4. B U I L D I N G I N F O R M A T I O N S I G N S M U S T B E P R O V I D E D I N A C C O R D A N C E W I T H T H E " 2 0 1 8 N C F I R E C O D E A P P E N D I X J " RE Q U I R E M E N T S . 5. C O N T R A C T O R S H A L L S U B M I T A R A D I O S I G N A L S T R E N G T H S T U D Y F O R A L L C O M M E R C I A L B U I L D I N G S T H A T DE M O N S T R A T E S T H A T E X I S T I N G E M E R G E N C Y R E S P O N D E R R A D I O S I G N A L L E V E L S M E E T T H E R E Q U I R E M E N T S O F SE C T I O N 5 1 0 O F T H E 2 0 1 8 N C F I R E C O D E . C- 3 4 DETAILS NT S OF 7 RE V I S I O N S PR O J E C T N U M B E R : DR A W I N G N U M B E R : CH E C K E D : AP P R O V E D : DR A W N : DA T E : SC A L E : SH E E T S I Z E : CL I E N T I N F O R M A T I O N : VI C I N I T Y M A P ( N O T T O S C A L E ) : 20 2 0 - 0 3 8 5/ 1 3 / 2 0 2 1 24 X 3 6 CD C JA E CD C MA K I H O L D I N G S , L L C PO B O X 1 4 5 3 HA M P S T E A D , N C 2 8 4 4 3 M A R K E T S T R E E T E L O G D E N D R BUF F C I R BUF F C I R C L E SIT E P R E L I M I N A R Y D O N O T U S E F O R C O N S T R U C T I O N SI T E W O R K N O T E S : 1. T H E C O N T R A C T O R S H A L L V I S I T T H E S I T E A N D B E C O M E F A M I L I A R W I T H E X I S T I N G C O N D I T I O N S B O T H O N A N D A D J A C E N T T O T H E S I T E . 2. C L E A R I N G : C O N T R A C T O R S H A L L R E M O V E A L L T R E E S A N D V E G E T A T I O N W I T H I N L I M I T S O F C O N S T R U C T I O N U N L E S S O T H E R W I S E D E S I G N A T E D T O R E M A I N . 3. G R U B B I N G A N D S T R I P P I N G : C O N T R A C T O R S H A L L R A K E A N D R E M O V E R O O T S , S T U M P S , V E G E T A T I O N , D E B R I S , E X I S T I N G S T R U C T U R E S A B O V E A N D B E L O W G R A D E , OR G A N I C M A T E R I A L O R A N Y O T H E R U N S U I T A B L E M A T E R I A L W I T H I N L I M I T S O F C O N S T R U C T I O N . 4. M U C K I N G : C O N T R A C T O R S H A L L C O O R D I N A T E W I T H O W N E R A N D T H E I R G E O T E C H N I C A L R E P R E S E N T A T I V E T O C O O R D I N A T E R E M O V A L O F A N Y S O F T A R E A S . 5. D I S P O S A L : C L E A R E D , G R U B B E D , S T R I P P E D O R O T H E R W A S T E M A T E R I A L S H A L L B E R E M O V E D F R O M S I T E A N D D I S P O S E D O F I N A P R O P E R L Y P E R M I T T E D F A C I L I T Y . 6. F I L L A N D C O M P A C T I O N S H O U L D C O M P L Y W I T H G E O T E C H N I C A L R E C O M M E N D A T I O N S . 7. T H E C O N T R A C T O R S H A L L N O T E T H A T T H E G R A D I N G P L A N M A Y N O T R E P R E S E N T A B A L A N C E D E A R T H W O R K C O N D I T I O N . T H E C O N T R A C T O R S H A L L B E RE S P O N S I B L E F O R C U T A N D F I L L Q U A N T I T I E S A N D C O M P L E T E I N S T A L L A T I O N T O S P E C I F I E D G R A D E S . 8. T H E C O N T R A C T O R S H A L L F U R N I S H S U I T A B L E B O R R O W M A T E R I A L F R O M A N O F F - S I T E P R O P E R L Y P E R M I T T E D F A C I L I T Y A S R E Q U I R E D . 9. I N F O R M A T I O N C O N C E R N I N G U N D E R G R O U N D U T I L I T I E S W A S O B T A I N E D F R O M A V A I L A B L E R E C O R D S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O DE T E R M I N E T H E E X A C T E L E V A T I O N S A N D L O C A T I O N S O F A L L E X I S T I N G U T I L I T I E S A T A L L C R O S S I N G S P R I O R T O C O M M E N C I N G T R E N C H E X C A V A T I O N . I F A C T U A L CL E A R A N C E S A R E L E S S T H A N I N D I C A T E D O N P L A N , T H E C O N T R A C T O R S H A L L C O N T A C T T H E D E S I G N E N G I N E E R B E F O R E P R O C E E D I N G W I T H C O N S T R U C T I O N . A N Y CO N D I T I O N D I S C O V E R E D O R E X I S T I N G T H A T W O U L D N E C E S S I T A T E A M O D I F I C A T I O N O F T H E S E P L A N S S H A L L B E B R O U G H T T O T H E A T T E N T I O N O F T H E D E S I G N EN G I N E E R B E F O R E P R O C E E D I N G W I T H C O N S T R U C T I O N . 10 . N O C O N S T R U C T I O N I S T O B E G I N B E F O R E L O C A T I O N O F E X I S T I N G U T I L I T I E S H A S B E E N D E T E R M I N E D . C A L L " N C O N E - C A L L " A T L E A S T 4 8 H O U R S B E F O R E CO M M E N C I N G C O N S T R U C T I O N . 11 . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R T H E L O C A T I O N A N D P R O T E C T I O N O F A L L E X I S T I N G U T I L I T I E S D U R I N G C O N S T R U C T I O N . B E F O R E C O M M E N C I N G A N Y EX C A V A T I O N S I N O R A L O N G R O A D W A Y S O R R I G H T - O F - W A Y S , P U B L I C A R E A S O R I N P R I V A T E E A S E M E N T S , T H E C O N T R A C T O R S H A L L N O T I F Y A L L A P P R O P R I A T E PE R S O N N E L O F T H E I R I N T E N T T O E X C A V A T E , I N W R I T I N G , N O T L E S S T H A N 1 0 D A Y S P R I O R T O E X C A V A T I N G . 12 . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E T O C O O R D I N A T E D I S C O N N E C T I O N / R E C O N N E C T I O N A N D / O R T H E R E L O C A T I O N O F A L L E X I S T I N G U T I L I T I E S W I T H AP P R O P R I A T E P E R S O N N E L . 13 . C O N T R A C T O R S H A L L A D J U S T A L L M A N H O L E S , V A L V E & C U R B B O X E S T O F I N A L G R A D E U P O N C O M P L E T I O N O F A L L C O N S T R U C T I O N . A N Y B O X E S D A M A G E D O R OT H E R W I S E D I S T U R B E D B Y T H E C O N T R A C T O R S H A L L B E R E P A I R E D A T T H E E X P E N S E O F T H E C O N T R A C T O R . 14 . T H E C O N T R A C T O R S H A L L F I E L D V E R I F Y A L L D I M E N S I O N S A T T H E S I T E . F U R T H E R M O R E T H E C O N T R A C T O R S H A L L R E P O R T A L L D I S C R E P A N C I E S O R Q U E S T I O N S T O TH E E N G I N E E R P R I O R T O I N S T A L L A T I O N . 15 . T H E C O N T R A C T O R S H A L L P R O V I D E A N Y A N D A L L L A Y O U T R E Q U I R E D T O C O N S T R U C T H I S W O R K U N L E S S O T H E R W I S E D I R E C T E D B Y O W N E R . 16 . A L L S E R V I C E C O N N E C T I O N S S H A L L B E I N S T A L L E D T O M E E T A L L L O C A L , S T A T E , A N D C F P U A C O D E S . M E T E R S , T A P S , M A T E R I A L S , W O R K M A N S H I P A N D A L L F E E S SH A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R A N D S H A L L C O M P L Y W I T H A L L R E Q U I R E M E N T S . 17 . A L L B A C K F I L L F R O M U T I L I T Y I N S T A L L A T I O N M U S T B E C O M P A C T E D O R A M E N D E D T O P R O V I D E T R A F F I C B E A R I N G C A P A C I T Y . G E O T E C H N I C A L E N G I N E E R T O B E CO N S U L T E D A T C O N T R A C T O R S C O S T A S N E C E S S A R Y . 18 . A L L A R E A S S H A L L B E G R A D E D F O R P O S I T I V E D R A I N A G E . C O N T R A C T O R S H A L L R E P O R T A N Y D I S C R E P A N C I E S T O T H E E N G I N E E R P R I O R T O I N S T A L L A T I O N . A L L AR E A S S H A L L B E S L O P E D T O D R A I N A W A Y F R O M B U I L D I N G S A T A L L T I M E S . 19 . C O N C R E T E F O R W A L K S , C U R B S A N D D R I V E S S H A L L H A V E A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 3 0 0 0 P S I @ 2 8 D A Y S - A I R E N T R A I N E D . 20 . F I E L D T E S T I N G S H A L L B E D O N E B Y A N I N D E P E N D E N T T E S T I N G L A B O R A T O R Y P A I D F O R B Y T H E O W N E R . F U R T H E R T E S T I N G R E Q U I R E D D U E T O A F A I L E D T E S T W I L L BE P A I D F O R B Y T H E C O N T R A C T O R . 21 . A L L S I D E W A L K S S H A L L B E F R E E O F C R A C K S , B R E A K S , O R A N Y O T H E R D E F E C T P R I O R T O R E C E I V I N G A C E R T I F I C A T E O F O C C U P A N C Y . BO T T O M O F SP I L L W A Y E L . 3 7 . 5 3 1 3 1 TO P O F B A N K 5' 1 3 10 ' EL . 3 7 . 5 EL . 3 8 . 0 GR A S S E D S P I L L W A Y D E T A I L NT S EL . 3 8 . 0 NO T E S : 1. S P I L L W A Y T O B E S T A B I L I Z E D W I T H S O D . NT S 2" S F 9 . 5 A 8" A B C PA V E M E N T S E C T I O N CO M P A C T E D SU B G R A D E DROP INLET DETAIL 3000 PSI CONC.NTS BRICK MASONRYFLOW6"CONC. COLLAR6"DROP INLET TO HAVE SANDLEAVE OPENING AS SHOWNTRAP, DROP FOOTING 12" &ELEV. VARIES ASPHALT PAVEMENTSECTIONNOTE:8"2'-0"8"8"1'-0"VARIES4"CONC. COLLAR SEE PLAN FOR PIPEORIENTATIONNOTE: USE DEWEY BR O S . FOR YARD INLETSBASINS AND CH-BN-47CH-BN 3A FOR CATCHPLAN CASTING 1- 1 / 2 " R ( T Y P ) WH I T E S Y M B O L O N B L U E B A C K G R O U N D LE G E N D A N D B O R D E R - G R E E N BA C K G R O U N D - W H I T E 12 " 3/ 8 " ( T Y P ) LE G E N D A N D B O R D E R - G R E E N BA C K G R O U N D - W H I T E 12 " CO L O R S 1- 1 / 2 " R ( T Y P ) LE G E N D A N D B O R D E R - G R E E N BA C K G R O U N D - W H I T E 18 " 3/ 8 " ( T Y P ) TO R E A D " V A N A C C E S S I B L E " . BO L T T O W D . P O S T W I T H 3 / 8 " C A N D I U M PL A T E D N U T S , B O L T S & W A S H E R S 9" x 1 ' - 6 " x . 0 8 0 S T D A L U M . S I G N NU T S , B O L T S & W A S H E R S . 9" x 1 ' - 0 " x . 0 8 0 S T D A L U M . S I G N TO R E A D " M A X I M U M P E N A L T Y $ 2 5 0 , GS 2 0 - 3 7 . 6 " . B O L T T O W D . P O S T WI T H 3 / 8 " C A N D I U M P L A T E D PR E S S U R E T R E A T E D 4 " x 4 " P O S T . FI N I S H E D GR A D E HA N D I C A P P E D P A R K I N G S I G N WI T H I D E N T I F I C A T I O N S Y M B O L . 1' - 6 " x 1 ' - 0 " x . 0 8 0 S T D . A L U M . TO R E A D " R E S E R V E D P A R K I N G " BO L T T O W D . P O S T W / 3 / 8 " C A N D I U M PL A T E D N U T S , B O L T S & W A S H E R S . TY P I C A L H A N D I C A P P E D S I G N D E T A I L NT S R7 - 8 a S i g n (n o a r r o w s ) R7 - 8 d S i g n R7 - 8 P S i g n 8" VARIES PLAN1" 6" 5 3/4"MANHOLE DIAMETERSHALL BE 1'-0"LARGER THAN THE FORM FLOW CHANNEL3'-3" MIN. 3'-1 3/4" MIN.CONC.MH BLOCKS PRECAST MH RINGSSECTIONSTORM DRAIN MANHOLE DETAIL BLOCK CONC. M.H. NTS 8" POURED BASE 8"LARGEST PIPE8"1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT6" 8"1" MIN. 4'-0"NOTEMIN WEIGHTS:FRAME: 208 LBS.COVER: 120 LBS.3/4" CEMENT MORTAR SEAL STD. M.H. RING & COVER1'-0" OCM.H. STEPS @ 5 3/4"8"1'-0" 1'-0"DOT APPROVED PRECAST 4" RISER RINGPRECAST M.H. UNITS WITH CAST IN PLACE STEPS @ 12" OC 4" C O N C . S I D E W A L K w/ 6 x 6 - 1 0 / 1 0 W . W . M . 4" 8" x x x x x AS P H A L T TU R N D O W N S I D E W A L K NT S 38 . 0 TO P O F B A N K 5 1 BO T T O M EL . 3 5 . 0 * B A S I N B O T T O M T O B E S E E D E D I N A C C O R D A N C E T O S E E D E D & M U L C H E D . 5 1 OP E N I N F I L T R A T I O N B A S I N S E C T I O N NT S * B A S I N S I D E S L O P E S T O B E S O D D E D . SI D E S L O P E S T O B E S O D D E D * A N Y P O R T I O N O F O P E N I N F I L T R A T I O N B A S I N U S E D F O R S & E C D U R I N G C O N S T R U C T I O N M U S T B E CL E A N E D O U T A N D R E T U R N E D T O D E S I G N S T A T E B E F O R E U S E A S A N O P E N I N F I L T R A T I O N B A S I N . CL A S S A C O N C . 7" 1/ 8 " R 1" 3" R 6" 1 1 / 2 " R 3" R 1'-0" 2' - 0 " 1' - 6 " 6 " AS P H A L T DR A I N A G E A W A Y F R O M C U R B CL A S S A C O N C . 24 " C U R B S E C T I O N NT S AS P H A L T 7" 2' - 0 " 3" R 1' - 6 " 1/ 8 " R 1" 6" 6" 1'-0" DR A I N A G E T O W A R D C U R B SH A L L S L O P E A W A Y A S S H O W N AW A Y F R O M C U R B , G U T T E R WH E R E R U N O F F I S D I R E C T E D SL O P E SL O P E 1 1 / 2 " R 3" R SI D E W A L K SE C T I O N A - A 4' m i n SE C T I O N B - B AA B B   “     1. 0 - 8 . 3 % ( 3 0 " M A X R I S E ) 10 % M A X ( X = 3 6 " M I N ) 8. 3 % M A X ( X < 3 6 " ) ( F O R A L T E R A T I O N S RA M P CU R B A N D G U T T E R W A R N I N G D O M E S 2' M I N 1. 6 - 2 . 4 " ( T Y P ) RA M P W I D T H 0. 2 " Fl a r e W A R N I N G D O M E S 4' FL A R E 2. X L A N D I N G 1. 6 - 2 . 4 " ( T Y P ) TR U N C A T E D D O M E S BA S E D I A M E T E R 0. 9 - 1 . 4 " TO P D I A M E T E R 5 0 - 6 0 % OF B A S E ( T Y P ) LA N D I N G NT S WH E E L C H A I R R A M P D E T A I L NOTES:EXPANSION JOINTS: 1/2" WIDE, FULL-DEPTH, 30' MAX. SPACINGCONTROL JOINTS: 1" DEPTH, 5' MAX. SPACING PRIVATEDRIVEWAYDRIVEWAY THROATFLARE (SEE PLAN)EXPANSIONJOINTDRIVEWAY SIDEWALK(6" THICK)CRACK CONTROLJOINT (TYP)FLARE (SEE PLAN)5' SIDEWALK3.5' TRANSITION6' PLAZA0.5' CURB1.5' GUTTER 0.25' GUTTERRADIUS 3' APRONGUTTER LINE BACK OF CURBFACE OF CURB STONEFOUNDATION EXPANSIONJOINTEXPANSIONJOINT EXPANSIONJOINTRIGHT OF WAYEXPANSIONJOINTEXPANSIONJOINTGUTTER LINE 3' MINIMUM EXTENSIONCURBRETURN3' FLARE-ENDRADIUS POINT3' TO FACE OF CURB3.25' TO GUTTER LINEA ABBDRIVEWAY DETAIL 2" D E P R E S S I O N AP P R O X . 1 . 5 ' AP P R O X . 1 . 5 ' 2" D E P R E S S I O N TR A N S I T I O N CU R B R E T U R N DR I V E W A Y SI D E W A L K PE D E S T R I A N SI D E W A L K 0. 5 ' SE C T I O N A - A 2. 5 ' 0. 5 ' ST O N E FO U N D A T I O N 0. 5 ' 1' CU R B RE T U R N FA C E O F CU R B GU T T E R L I N E 2" D E P R E S S I O N AP P R O X . 1 5 % A P R O N S L O P E A L O N G C U R B R E T U R N (6 " R I S E F R O M G U T T E R L I N E ) AP P R O X . 1 0 % A P R O N S L O P E A C R O S S D E P R E S S I O N (4 " R I S E F R O M G U T T E R L I N E ) 1. 5 % P L A Z A S L O P E (1 % M I N . , 2 % M A X . ) 1. 5 % S I D E W A L K CR O S S S L O P E (1 % M I N . , 2 % M A X . ) 6" T H I C K RI G H T O F W A Y BO U N D A R Y PR I V A T E D R I V E W A Y 1. 5 ' G U T T E R 3' A P R O N 0. 2 5 ' G U T T E R R A D I U S 0. 5 ' C U R B TR A N S I T I O N V A R I E S 5' D R I V E W A Y S I D E W A L K PL A Z A V A R I E S SE C T I O N B - B 0.5' CURB1.5' GUTTER 0.25' GUTTERRADIUS3' APRONGUTTER LINE BACK OF CURBFACE OF CURB STONEFOUNDATIONSEE INSET INSETEDGE OFDEPRESSIONEDGE OFDEPRESSION18"POINT OFTANGENCY CR A C K C O N T R O L JO I N T ( 1 " D E P T H )