20030989 Ver 1_Site Plan_20030808

INLET DATA PIPE DATA S r
EDIMENT BASIN SCHEDUL E INLET DRAINAGE Oro INTO INVERT INVERT PIPE Ora FROM O~aTOTAL DIA. LENGTH SLOPE CAPACITY ULE VELaC II'I' DISSIPATQR DATA JOB No. 72841
TYPE STATION FROM TO TRIBUTARY TOTAL BASIN SIZE Na. AREA (AC.) INLET IN OUT Na. INLET (CFS) IN PIPE (IN.) FEET % CF5 STORAGE ( ( ) D.A. AC. BASIN NO. DIST. AREA { ) ~ LIF STORAGE WEIR V~p EXIT DISSIPATOR SIDE DESIcN
1. W DEPTH E A C.I. FILBERT ST. 5+37.27 13 RT 0.57 2.3 276.86 276.76 P--1 C B 5. i 5.1 15 26.00 1.00 6.5 SB--1 0.90 2.60 34 16 4 1 YEAR ~ LIFE LENGTH PIPE N0. (FPS) L W DEPTH ~ CI_.ASS 1 YEAR 1d' P-4 ? 8' 4' 22" B A CURB INLET ARK
B C.I. FILBERT ST. 5+65.78 (13'RT) 0.18 0.8 277.24 277.14 P-2 B A 0.8 5.9 15 28.50 1.00 6,5 SB-2 0.94 1.00 34 17 4' 1 YEAR C DBL C.I. FILBERT 5T. 5+65.78 (13'LT) 1.28 5.1 277.50 P-3 A D 2.3 8.2 15 84.00 1.60 8.2 , 1 YEAR 10' P-12 ? 10' 4' 22" B DRAWN
58-3 2.60 2.60 56 28 4 1 YEAR D Y.I. REAR LOTS 133/134 0.49 2.0 275.42 275,32 P-4 D FE5 2.0 10.2 18 48.00 1.00 10.5 , P-1 1 YEAR 10 P-15 10 4' 22 B STORM DRAIN MAT CHECKED
- SB--4 2.17 2.17 52 26 4' 1 YEAR E C.I. FILBERT ST. 8+10.78 (13'LT) 0.38 1.5 - 275.50 P-5 E F 1.5 1,5 15 144.12 2.73 10.7 1 YEAR 10' P-22 ? 12' 6' 22" _ B ARK
5B---5 0.66 0.66 29 14 4' 1 YEAR P-5 271.57 P-6 G F 1.9 1.9 15 26.20 0.50 4.6 > F C.I. FILBERT 5T. 9+65.78 13'LT 0.38 1. ( } 5 271.47 SB-6 0.92 2.51 35 16 4 1 Y 1 YEAR 10' P-26 ? 4' 22" B ---=~1 FLARED-END-SECTION -SECTION SCALE
EAR P-6 271.57 P-7 F H 1.5 4.9 15 84.36 2.34 9.9 G C.I. FILBERT 5T. 9+69.04 13'RT 0.44 1.9 - 271.70 p--8 H ! * ALLOW 1 F 1 YEAR 10' 1 60'
0.6 5.5 15 151.21 3.70 12.5 S OOT FLOOD STORAGE H C.I. FILBERT ST. 10+56.14 13'LT 0,15 0.6 269.50 269.40 P-9 f J 7~ TEMPORARY DIVERSION )IVERSION DITCH FILE
1. 7.2 15 26.00 1.25 7.2 I C.I. FILBERT ST. 12+06.85 (13'LT) 0.42 1.7 263.80 263,70 P-10 K , L 1.G 1.0 15 31.Oa a5o 4.6 TQTAL DIST~IRBED AREA. 6. + SILT FENCE FW1112-EC
40 AC. J C.I. FILBERT ST. 12+06.85 (13 RT) 0.28 1.2 263.37 263.27 P-11 L M _ 0.4 1.4 15 47.83 0.50 4.6 .40 AC.
K C.I. MAIDENHAIR DR. 10+77.93 15.50'RT 0.24 1.0 - 261.25 P-1 2 HWL M 99.f 99.6 60 60.00 2.17 384.7 TREE PROTECTION FEN( TION FENCE
L C.I. MAIDENHAIR DR. 10+77.93 15.50'LT 0.10 0.4 261.09 260.99 P-13 M HWL 0. 5 101,5 60 40.00 0.50 160.0
M C.I. MAIDENHAIR DR. 11+24.80 15.50'LT 0.11 Q,5 P-11 260.75 248.1 P-14 J 0 1.2~ 8.4 15 285.62 4.12 1 . { ) 0 32 P-12 24$.20 P-15 N +~+~+~+-~i-~f-•+-~- TREE PROTECTION FEN( `r TION FENCE / SILT FENCE
0 1.8 1.8 15 27.72 0.50 4.6 N C.I. FILBERT ST. 14+81.75 (13'LT) 0.45 1.8 - 251.64 P-16 0 FES 2.1 12.3 24 88.00 0.50 16.0 ~ S ti,,, r B 1 S I M ED ENT BASIN
0 C.I. FILBERT ST. 14+91.35 (13'RT) 0,52 2.1 P--14 251.50 251,40 P-17 P P-15 251.50 O 2.0 2.0 15 93.64 1.71 8.5 ~ 2891 CREECH R ~ aAa 3IN
P-18 O FES 4.7 6.7 18 96.00 0.50 7.4 ~ \ P C.I. FILBERT 5T. 17+78.30 (13'LT) 0.51 2.0 - 240.40 ~ ~ SILT FENCE INLET PRO JLET PROTECTION
P-19 R S 3.1 3.1 15 57.69 0.50 4.6 0 C.I. FILB RT T + P-19 238.50 E S . 18 69.87 (13.45 RT) 0.64 2.6 238.40 P_ ~ 1 ~ .311 r` ~
P-21 238.50 20 S FES 1,0 4,1 15 104.00 0.50 4,6 ~ \ R C.I. CASHEW CT. (C-D-S) 0.77 3.1 - 247.19 P-21 T O 2.1 2.1 15 71.91 0.50 4.6 i r v_ f,/ r , ~ ` r , _ . - GRA EL CONSTRUCTION TRUCTION
~ S C.I. CASHEW CT. (C-D-S} 0.22 1.0 246.90 246.80 P--22 U FE5 1.6 8.3 18 48.OQ 0.62 8.3 \ k f f ~ ENTRANCE PAD
i , T C.I. FILBERT ST. (G-O-S) 0.53 2.1 - 238.86 i , - _ - _ I U BANCE
U C.I. REAR LOTS 158159 0.39 1.6 237.92 237,82 ~ ~ ~ ~ ~ \ ~ LIMITS OF DST R . \ + ~ r ~ v- r ~ ~ ;TURBANCE
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j~ PUBLIC
( _ dater Dtstrrbution Extension S stem ~ ~ / y F---i
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~ ` The Cit of Ralei h consents to the connection and extension f h Y 9 o t e Gty s public water system as shown on this plan. The material and constructions methods used for this ro'ect shall conform to the Cit 's Public ~CD
~ ~t J ~ ~ P1 y ~ Utilities Handbooks' standards and specifications:
/ ~ ? ~ r~ ~V I ~ City of Raleigh
f E ~ ( r ~ o } Public Utilities Department Permit # i - UTILITY INSTALLATIONS AND OTHER PUBLIC
i i ; r 1, FACILITIES, INCLUDING SIDEWALKS AND HANDICAP Construction Approvol _ RAMPS ARE TO BE CON5TRUCTED ON A
T OTAL DiSTURBI LL STREETS DISTURBED AREA = 1 O. ~ f3 ACRES AS SPECIFIED BY CITY CODE. THESE FACILITIES Date
, - NAVE BEEN APPROVED BY THE CITY OF RALEIGH pU$LIC AND SHALL BE SO INSTALLED UNLESS A CHANGE
_ ' ~I IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC Sewer Collection/Extension System ~
t ` ~ UNpIS~ ,t SANITARY SEWER EASEMENTS ARE TO BE RECORDED i UNDISTURBED OPEN Sx='ACE = 3.96 ACRES PRIOR TO FINAL ACCEPTANCE. wwww~ C A ROO~~i~i
~ . . Q The City of Raleigh consents to the connection and extension of the City's public sewer system as shown on p T~ y pT ~ 51GNATURE: ~ ~ ~d! 4oF_SS/041. ~
this plan. The material and constructions methods used for this project shall conform to the City's Public GRriplll~, AJ~ f-1L~ ; ~ 4 . q. r Utilities Handbooks' standards and,. specifications: ENGINE R ' SEAL `
MANAC MANAGED OPEN SPAC[:: - 1.62 AORE.~ ~ ~ E : 60 0 30 60 120 City of Raleigh PUBLIC UTILITIES ' 13371
Public Utilities Deportment Perm,t ~ - ~ ~ e i SHEET N~-~ ,w'?~
~i '9 TRAFFIC ENGINEER ~ Construction Approval - q~
(1N FEET ~ CONSERVATION ENGINEER ' Date - 1 inch = 60 ft. R. K~ ~wwww*, of rrrtttt
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