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O'Brien Service Company Commercial Site Plan 8.14.2020MAP BOOK 38 PAGE 30 6  ƒ      (            1ƒ ( 1ƒ ( 6  ƒ      (           6  ƒ      ( 25 . 0 0 ' 1  ƒ      :            1ƒ ( 1ƒ : 727$/ LOGANBERRY ROAD(60' PUBLIC R/W)N.C. No. 1 3 2 ( 2 0 0 ' P U B L I C R / W ) LO T 2 0 MU R R A Y V I L L E S T A T I O N B U S I N E S S P A R K SE C T I O N 2 4 MA P B O O K 3 8 P A G E 3 0 NOW OR FORMERLYJERRY G. RAYNOR and wife,RITA F. RAYNORBOOK 1925 PAGE 0578 LOT 66BRIERWOODMAP BOOK 16 PAGE 21 LOT 65BRIERWOODMAP BOOK 16 PAGE 21 LOT 64BRIERWOODMAP BOOK 16 PAGE 21 LOT 54BRIERWOODMAP BOOK 16 PAGE 21 25' 10' NO W O R F O R M E R L Y HS P - 1 , L L C BO O K 1 8 6 9 P A G E 8 1 0 70 ' X 7 0 ' S I G N EA S E M E N T a n d CO M M O N A R E A M. B . 3 8 P G . 3 0 NE W H A N O V E R C O U N T Y W A T E R a n d S E W E R D I S T R I C T UT I L I T Y E A S E M E N T S E E B O O K 4 1 6 9 P A G E 0 4 2 3 50'30'50' BUFFER(MINIMUM)M.B. 38 PG. 30 50' BUFFER(MINIMUM)MAP BOOK 38 PAGE 3030' PRIVATE DRAINAGE EASEMENTMAP BOOK 38 PAGE 30 LOT 53BRIERWOODMAP BOOK 16 PAGE 21XXXXXX X X X X X X X X X XX E. I . P . E.I.P.E.I.P.30' PRIVATEDRAINAGEEASEMENTM.B. 38PG. 30 30'EX. SDMH(FILLED WITH WATER)CATVPEDESTALWOOD FENCEWOOD SPLIT-RAIL FENCE BR I C K S I G N EX . C U R B I N L E T T. C . : 3 0 . 3 8 B. C . : 2 9 . 8 2 IN V . : 2 5 . 3 7 FL O O D L I G H T EX . D R O P I N L E T RI M : 2 9 . 7 4 IN V . : 2 5 . 3 9 AT & T WA R N I N G PO S T (2 ) W A T E R V A L V E S SSMHRIM:29.81INV.:22.26POWERPOLE CHAIN LINK FENCE SDMHRIM:30.02EX. INV.:24.73 (2)WATER VALVESAT&TWARNING POST CHAIN LINK FENCE CH A I N L I N K F E N C E BR I C K WA L L E. C . M . E. C . M . E. C . M . 55.96'67.22'I.P.S.I.P.S.EX. 36" CMP EX . 3 6 " C M P EX . 3 0 " C M P EX. 48" CMPFES INV.:EX. 48" CMPFES INV.:WOODSLINE PR O P O S E D 2 4 , 0 0 0 S F B U I L D I N G (1 2 0 ' X 2 0 0 ' ) 24 ' 30' 86' 15 ' 10' 5'52' 18 ' 9' CONVERT EX. SDMH TO DI#1EX. MH RIM: 29.6PROP. DI RIM: 29.6INV: 25.50 CONVERT EX. SDMH TO DI#2EX. MH RIM: 30.02PROP. DI RIM: 30.02INV: 24.73 R2 5 ' R25 ' R30' R3 0 ' 18' EX . B A C K F L O W P R E V E N T O R EX . W A T E R M E T E R EX . E L E C T R I C M E T E R EX. WOODS LINE DUMPSTER PAD & ENCLOSURE(TYP. SEE DETAIL)APPROX. LOCATION EX. 8" WATER M A I N AP P R O X . L O C A T I O N E X . 8 " W A T E R M A I N EX . C A T V P E D E S T A L EX . L I G H T P O L E EX. 36" CMP DI # 3 RI M : 3 1 . 5 5 IN V : 2 8 . 5 5 DI#4RIM: 30.60,19“15" R C P 32 . 0 31 . 7 31 . 2 5 32 . 4 31 . 5 31.5 31 . 7 5 31.75 32 . 4 32 . 4 32 . 4 32 . 2 32 . 0 31 . 7 31 . 0 31 . 5 32 . 2 31 . 7 32.432.430.530.8 30.3 31.0 31.3 30.9 32 . 2 32.0 30 . 0 3: 1 G R A S S E D S W A L E # 1 3: 1 G R A S S E D S W A L E # 2 3:1 GRASSED SWALE # 3 30 . 5 30 . 1 CO N C . F L U M E W / 5 ' X 5 ' E D (S E E D E T A I L ) (1 ) 6 " S S S E R V I C E TI E T O E X . S S M A I N P E R C F P U A S P E C S . TI E T O E X . 8 " W A T E R MA I N W / 8 " X 2 " T . S . & V . (1 ) 1 . 5 " M E T E R W / C F P U A A P P R O V E D BA C K F L O W P R E V E N T E R . (1 ) 2 " W A T E R S E R V I C E 6" S S S E R V I C E @ 1 . 0 % M I N . SA W C U T & R E M O V E EX I S T I N G C U R B & G U T T E R 32 . 0 MA T C H E X . A S P H A L T “     MA T C H E X . A S P H A L T “     AD A P A R K I N G S I G N ASPHALT AS P H A L T UP 31 . 7 31 . 2 10 ' X 7 0 ' S I G H T T R I A N G L E (T Y P ) C- 1 1 SITE, GRADING, DRAINAGE, AND UTILITIES PLAN 1" = 3 0 ' SI T E D A T A PA R C E L I D : R0 3 4 1 6 - 0 0 3 - 0 0 4 - 0 0 0 CU R R E N T Z O N I N G : B- 1 ( C U D ) PR O J E C T A D D R E S S : 55 2 5 B U S I N E S S D R WI L M I N G T O N , N C 2 8 4 0 5 CU R R E N T O W N E R : HS P 1 L L C P O B O X 4 1 2 7 WI L M I N G T O N , N C 2 8 4 0 6 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 “      D F           6  )  PR O P O S E D U S E : WA R E H O U S E / O F F I C E BU I L D I N G S I Z E : 24 , 0 0 0 S F G F A (1 7 , 0 0 0 S F W a r e h o u s e & 7 , 0 0 0 S F O f f i c e ) BU I L D I N G H E I G H T : “      0 $ ; 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 = 3 5 ' PR O P O S E D = 8 7 ' SI D E : RE Q U I R E D = 3 5 ' / 0 ' PR O P O S E D = 3 7 ' / 5 4 ' RE A R : RE Q U I R E D = 9 3 ' ( 3 . 7 3 * B l d g . H g t . t o R e s . D i s t . ) PR O P O S E D = 1 4 7 ' 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  )          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 : SI T E I S V A C A N T : 0 . 0 S . F . 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 24 , 0 0 0 S . F . AS P H A L T P A R K I N G 6 , 1 4 0 S . F . AS P H A L T D R I V E S 36 , 5 6 5 S . F . CO N C R E T E S I D E W A L K , C & G , E T C . 1 , 7 6 5 S . F . FU T U R E D E V E L O P M E N T 31 , 5 4 3 S . F . TO T A L 10 0 , 0 1 3 S . F ( 9 7 . 9 % ) PA R K I N G R E Q U I R E D : WA R E H O U S E 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 Ma 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 = 1. 5 S P A C E S OF F I C E U S E : ( 1 S p a c e p e r 4 0 0 S . F . ) 7, 0 0 0 S . F . = 17 . 5 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 : 19 S P A C E S PA R K I N G P R O V I D E D : 20 S P A C E S ( 1 A D A ) IN T E R I O R P A R K I N G A R E A R E Q U I R E M E N T : ( 8 % O F P A R K I N G A R E A ) RE Q U I R E D : 6 , 1 4 0 S . F . X . 0 8 = 49 1 S . F . PR O V I D E D : 1, 3 2 4 S . F . FO U N D A T I O N P L A N T I N G S : 1 2 0 L F X 2 0 ' F A C A D E X 1 2 % RE Q U I R E D : 28 8 S . F . PR O V I D E D : 46 7 S . F . ST R E E T Y A R D R E Q U I R E M E N T ( B U S I N E S S D R . ) : 1 8 ' ( 9 ' M I N & 2 7 ' M A X W I D T H ) RE Q U I R E D : 2 0 7 ' - 4 6 . 5 ' = 1 6 0 . 5 ' X 1 8 ' = 2, 8 8 9 S . F . PR O V I D E D : 3, 4 2 4 S . F . ST R E E T Y A R D R E Q U I R E M E N T ( N C 1 3 2 ) . : 9 ' ( 4 . 5 ' M I N & 1 3 . 5 ' M A X W I D T H ) RE Q U I R E D : 4 7 8 . 4 5 ' X 9 ' = 4, 3 0 6 S . F . PR O V I D E D : 4, 3 0 6 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 ) : 17 , 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 : 5 PM P E A K : 5 DA I L Y : 6 1 7, 0 0 0 S F O F F I C E ( I T E C O D E 7 1 0 ) AM P E A K : 1 1 PM P E A K : 1 0 DA I L Y : 7 7 TO T A L T R I P S : AM P E A K : 1 6 PM P E A K : 1 5 DA I L Y : 1 3 8 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 : 50 0 G P D 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 : VI C I N I T Y M A P ( N O T T O S C A L E ) : 20 2 0 - 0 1 8 CL I E N T I N F O R M A T I O N : Ji m V i c k I I I , L L C 54 4 1 B l u e C l a y R o a d Ca s t l e H a y n e N C 2 8 4 2 9 91 0 - 4 4 3 - 5 9 9 9 O F 4 JA E CD C CD C 24 x 3 6 8/ 1 3 / 2 0 2 0 P R E L I M I N A R Y D R A W I N G D O N O T U S E F O R C O N S T R U C T I O N O'BRIEN SERVICE COMPANY FARLEY DR BA V A R I A N L N N KE R R A V N K E R R A V M U R R A Y V I L L E R D N COLLE G E R D N C H W Y 1 3 2 CAPIT A L D R BU S I N E S S D R BENT T R E E C T EXCHANG E D R FA R L E Y D R PRI V A T E I-40 DE V E L O P M E N T N O T E S : 1. AL 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. PR 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. EX I S T I N G S U R V E Y I N F O R M A T I O N P R O V I D E D B Y MI C H A E L N . U N D E R W O O D , P . L . S . L - 2 9 6 2 . 4. TH I S L O T I S L O C A T E D I N Z O N E X A S P E R F I R M C O M M U N I T Y # 3 7 0 1 6 8 , M A P # 3 7 2 0 3 1 4 9 0 0 K , EF F E C T I V E O N 0 8 / 2 8 / 2 0 1 8 . 5. NO W E T L A N D S E X I S T O N S I T E . 60 ' 30 ' 15 ' 30 ' 0' Sc a l e : 1 " = 3 0 ' 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 SP O T E L E V A T I O N DR O P I N L E T 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 EX I S T I N G F I R E H Y D R A N T EX I S T I N G T R E E T O B E R E M O V E D LE G E N D 25 . 5 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 , T R E E P R O T E C T I O N F E N C I N G WI 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 G R O V E S O F T R E 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 W I T H I N T H E TR E E P R O T E C T I O N F E N C I N G . 1. EX 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 FR O M C A P E F E A R P U 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. AL 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 BE I N S T A L L E D U N D E R G R O U N D . 3. AL 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 & ST A N D A R D S . 4. AN 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 OF A P P R O V E D D E V I C E S B Y U S C F C C C H R O R A S S E . 5. IF 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 TH I S S E R V I C E A N D M U 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 DE 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 T H E W A T E R M E T E R B O X . 6. WH 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 NO . 1 0 I N S U L A T E D , S I 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 DU 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 I N 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 LO C A T I O N O F F A C I L I T I E S . 7. TH 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 UT 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 . 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 RE S P O N S I B L E F O R T H E R E P A I R A N D R E 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 , PA 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 C O 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 BE 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 T H E O R I G I N A L I T E M . 8. TH 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 ES T A B L I S H E D . * P O W E R W I L L P L 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 . * TE 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 A P P R O X I M A T E L Y 2 ' D E E P . 9. SO 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 . 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. PA R K I N G A N D L A N D S C A P I N G C A N N O T B L O C K F I R E H Y D R A N T S . 2. AL L W E A T H E R A C C E S S R O A D M U S T B E M A I N T A I N E D A R O U N D C O N S T R U C T I O N S I T E A T A L L TI M E S . Designer's Plan Certification:Signature:Printed Name and Title:Date:Registration Number:"I hereby certify that this plan has been prepared in accordance with the latestNew Hanover County Ordinances and Storm Water Design Manual."Property Owner Certification:Signature:Printed Name and Title:Date:"I (We) hereby certify that I (we) am (are) the current owner of the property and that uponreceipt of "Authorization-To-Construct" any clearing, grading, construction or development,will be performed in accordance with this plan and that the applicable ordinances and rules ofNew Hanover County, the State of North Carolina and the Federal Government and itsagencies which are hereby made part of this plan. As the owner, I (we) accept full SEALresponsibility for the construction and operation and maintenance of the proposed facilities. I(We) will not attempt to transfer of this responsibility without written authorization of New Hanover County." C- 3 3 DETAILS NT S 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 : VI C I N I T Y M A P ( N O T T O S C A L E ) : 20 2 0 - 0 1 8 CL I E N T I N F O R M A T I O N : Ji m V i c k I I I , L L C 54 4 1 B l u e C l a y R o a d Ca s t l e H a y n e N C 2 8 4 2 9 91 0 - 4 4 3 - 5 9 9 9 O F 4 JA E CD C CD C 24 x 3 6 8/ 1 3 / 2 0 2 0 P R E L I M I N A R Y D R A W I N G D O N O T U S E F O R C O N S T R U C T I O N O'BRIEN SERVICE COMPANY FARLEY DR BA V A R I A N L N N KE R R A V N K E R R A V M U R R A Y V I L L E R D N COLLE G E R D N C H W Y 1 3 2 CAPIT A L D R BU S I N E S S D R BENT T R E E C T EXCHANG E D R FA R L E Y D R PRI V A T E I-40 SI T E W O R K N O T E S : 1. TH 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. CL 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. GR 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 , O R G A N I C MA 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. MU 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. DI 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. FI 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. TH 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 R E S P O N S I B L E F O R C U T A N D FI 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. TH 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. IN 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 D E T E R M I N E T H E EX 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 C L E A R A N C E S A R E L E S S T H A N IN 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 C O 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 WO 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 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 . 10 . NO 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 C O M M E N C I N G CO N S T R U C T I O N . 11 . TH 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 E X C A V A T I O N S I N O R AL 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 P E R S O N N E L O F T H E I R I N T E N T T O EX 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 . TH 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 A P P R O P R I A T E PE R S O N N E L . 13 . CO 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 O T H E R W I S E D I S T U R B E D BY 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 . TH 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 T H E E N G I N E E R PR I O R T O I N S T A L L A T I O N . 15 . TH 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 . AL 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 S H A L L B E T H E RE 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 . AL 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 C O N S U L T E D A T CO 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 . AL 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 A R E A S S H A L L B E SL 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 . CO 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 . FI 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 B E P A I D F O R B Y TH E C O N T R A C T O R . 21 . AL 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 . HAR D W A R E C L O T H A N D G R A V E L I N L E T P R O T E C T I O N NTS 2' 2' 4' M A X . NC D O T # 5 O R # 5 7 WA S H E D S T O N E 2:1 16" 19 - G A U G E H A R D W A R E C L O T H (1 / 4 M E S H O P E N I N G S ) FI L T E R E D WA T E R IN S P E C T I N L E T S A T L E A S T W E E K L Y A N D A F T E R E A C H S I G N I F I C A N T (12 I N C H O R G R E A T E R ) R A I N F A L L E V E N T . C L E A R T H E M E S H W I R E O F AN Y D E B R I S O R O T H E R O B J E C T S T O P R O V I D E A D E Q U A T E F L O W F O R SU B S E Q U E N T R A I N S . T A K E C A R E N O T T O D A M A G E O R U N D E R C U T TH E W I R E M E S H D U R I N G S E D I M E N T R E M O V A L . R E P L A C E S T O N E A S NE E D E D . MA I N T E N A N C E : CONSTRUCTION SPECIF I C A T I O N S : 1. UNIFORMLY GRADE A SH A L L O W D E P R E S S I O N A P P R O A C H I N G THE INLET.2. DRIVE 5-FOOT STEEL PO S T S 2 F E E T I N T O T H E G R O U N D SURROUNDING THE INL E T . S P A C E P O S T S E V E N L Y A R O U N D T H E PERIMETER OF THE INL E T , A M A X I M U M O F 4 F E E T A P A R T . 3. SURROUND THE POSTS W I T H W I R E M E S H H A R D W A R E C L O T H . SECURE THE WIRE MES H T O T H E S T E E L P O S T S A T T H E T O P , MIDDLE, AND BOTTOM. P L A C I N G A 2 - F O O T F L A P O F W I R E M E S H UNDER THE GRAVEL FO R A N C H O R I N G I S R E C O M M E N D E D . 4. PLACE CLEAN GRAVEL ( N C D O T # 5 O R # 5 7 S T O N E ) O N A 2 : 1 S L O P E WITH A HEIGHT OF 16 I N C H E S A R O U N D T H E W I R E , A N D SMOOTH TO AN EVEN G R A D E . 5. ONCE THE CONTRIBUTI N G D R A I N A G E A R E A H A S B E E N STABILIZED, REMOVE A C C U M U L A T E D S E D I M E N T , A N D ESTABLISH FINAL GRAD I N G E L E V A T I O N S . 6. COMPACT THE AREA PR O P E R L Y A N D S T A B I L I Z E D I T W I T H GROUNDCOVER.MIN. 12-1/2 GA.INTERMEDIATE WIRES SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY 36" IN WIDTH. FABRIC SHALL BE FASTENED SELF-FASTENER STEEL ANGLE TYPE.1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THETEMPORARY SILT FENCENTS SPACING. ENGINEER.NOTES:VARIES (6'-8' MIN.)AS DIR. BY ENG.STEEL POSTFILTER FABRIC WIRE FABRICFILTER FABRIC4"8"6"ANCHORFABRICSKIRT ASDIRECTEDBYENGINEERTEMPORARY GRAVELCONSTRUCTION ENTRANCENTS PUBLIC ROADCOARSE AGGREGATE 2" - 3"6" MIN.REQUIREDAS 50' MIN.12' MIN.GEO FABRIC LINERCONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF NOTE:ENTRANCE. WHICHEVER IS GREATER.NTS 2" SF9.5A8" ABCPAVEMENT SECTION COMPACTEDSUBGRADE WH E E L S T O P D E T A I L NT S 1. C O N T R A C T O R S H A L L I N S T A L L P E R C I T Y O F W I L M I N G T O N T E C H N I C A L S T A N D A R D P E R S D 1 5 - 1 3 NO T E : WI D T H x L E N G T H x H E I G H T 1/ 2 " 1/ 2 " 6' - 1 1 " FR O N T V I E W    ‘  + 2 / ( 6 1/ 2 " EN D V I E W 4. 5 " 1/ 2 " 8" 9 " x 7 ' - 0 " x 4 " 4 0 0 0 P S I @ 4 - # 4 R E B A R 2 8 D A Y S CO N C R E T E : RE I N F O R C I N G : PL A N V I E W 12 " 7' 12 " 2. C O N T R A C T O R S H A L L I N S T A L L W H E E L S T O P 2 . 5 ' F R O M S I D E W A L K . 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 9" 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 18" 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 9" 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 . 3'-0" MIN. FI N I S H E D GR A D E 84" 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 ENERGY DISSIPAT O R NTS SECTION A - AFILTER FABRIC SEE PLAN SEE PLAN SEE PLAN 1. CLASS "B" RIP RAP TO BE USED FOR ALL ENERGY D I S S I P A T O R A R E A S . NOTES: 8" C O N C R E T E P A D W / C R O S S - B R A C I N G EN C L O S U R E G A T E S 6X 6 - 6 / 6 W . W . F . AT 3 0 0 0 P S I W / 20 ' - 0 " WO O D S I D I N G HO R I Z O N T A L (T R E A T E D ) 4" X 4 " P O S T S FO O T I N G S CO N C R E T E 2" X 6 " C A P AS P H A L T 10 ' 4" X 4 " P O S T S EL E V A T I O N S PL A N DU M P S T E R P A D & E N C L O S U R E D E T A I L NT S 3" MIN. COMPA C T E D S T O N E A CONCRETE FLUME SECT I O N A - A NTS EDGE OFPAVEMENT(BEYOND)A 6"4'-0"3'-0" 6"6" 12" 6" FLUME CONCRETE3" MIN. COMPACTE D STONE MA T C H TO G R A D E 24" CURB & GUTTERCONCRETE FLUME D E T A I L NTS DROP INLET DETAIL 3000 PSI CONC.NTS BRICK MASONRYFLOW6"CONC. COLLAR6"DROP IN L E T T O H A V E S A N D LEAVE O P E N I N G A S S H O W N TRAP, D R O P F O O T I N G 1 2 " & EL E V . V A R I E S AS P H A L T P A V E M E N T SECTION NOTE:8"2'-0"8"8"1'-0"VARIES4"CONC. COLLAR SEE PLAN FOR PIPEORIENTATIONNO T E : U S E D E W E Y B R O S . FO R Y A R D I N L E T S BA S I N S A N D C H - B N - 4 7 CH - B N 3 A F O R C A T C H PLAN CA S T I N G NT S 3:1 S L O P E 3 : 1 S L O P E 0.5' MIN. TY P I C A L G R A S S S W A L E NO T E S : 1. A L L S W A L E S T O B E I M M E D I A T E L Y L I N E D W I T H E X C E L S I O R MA T A N D S E E D E D I N A C C O R D A N C E W I T H S P E C I F I C A T I O N S . 4" CONC. SIDEWALKw/6x6-10/10 W.W.M.4"8"xxxxxASPHALTTURNDOWN SIDEWALKNTS CLASS A CONC.7"1/8"R 1"3"R6"1 1/2"R3"R1'-0"2'-0"1'-6"6"ASPHALTDRAINAGE AWAY FROM CURBCLASS A CONC.24" CURB SECTIONNTS ASPHALT7"2'-0"3"R 1'-6"1/8"R 1"6"6"1'-0"DRAINAGE TOWARD CURB SHALL SLOPE AWAY AS SHOWN AWAY FROM CURB, GUTTER WHERE RUNOFF IS DIRECTEDSLOPESLOPE1 1/2"R3"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