HomeMy WebLinkAboutSDP198800034 Calculations Grading Plan 1989-04-04 •
•
1011 IP' so
Dlc
o� c.1 sit Iff
I .c -.▪4 . :-?: 4447 en
Q z
o
•
et ii$
r - O — 1 0 0 .- .- -- N N N N m m M at ct (0 00 CD CV v OD C- Cn on (4) r- O .-- m L!) (0 N O N v
O V) I O CO .0 st N O 00 $0 •S/' N O CO 00 .7 0n s} co LI) co LC) co LI) r• Y- I UD r- a0 r n C4 L-' (Ns N on Co on
O' U I CD CDv.- CV OD .7. of OD t0 1.-- 00 00 O) coO) 0) an a) 07 C- P- 10 *0 U, II) v .} m 0, CV CV ••'- •- CD CD
4/
4 w O /� I CD CV L() C- CD CV OD N CD CV OD C- CD N O) N 0) LC) N 0n Li') N co un N 00 LI) r co . 00 .7
4.11 I CD C.- .7 r en (0 OD CD CO L() C. 0) C- c) 0n 1A r CID CV00 OD On 1C) O t0 CV C.- oncn .3 co10 C- L.')
1!) 4- 1
N.I C)' U 1 O O r N N m . Or) In $0 F a� 00 CO OD av CO F F t0 l0 LI') lf) Ll') .at .p 0, m C. CV CVC, CD
0.1
(\mil v 1
C
O O
LL7 LC)
.* .3 I co (0 N C- on 0) LC) r (0 N 00 .7 O )n (0 C- C- 00 00 0) co co N on on .J
Q LA V) I co OD OD 0) (0 N On CO CV0n LIn N Cn 1)7 C- on0n U') a) .3 cot0 CV CO .O CD (v0 N 00 O O )0 N
C) r- r N 4- 1
C)' U I CO O r r- N m m v L!') LC) (0 C- C- co 00 V- C- (0 (0 t0 ll) LLn LL) V' .7 m m m CV N r r r 0 0
1
C 0 .C) LV CV .0.
m n C.;L N L OD n .7 .7E L+ VI
4.) OD l0 C- co Cn co
UI I O LO N N M O) C') O .0 CV O M O) L() N 00 cu •n 00 Ll) r O r r .-
O 6 M .Y U r O Vl I O to a0 N t+ M O) V aD v � � l`- V O r"C'
U O O r $0 " - 4- 1 V O tl) r O N O) ll") N Of Ln N 0) In N O) lJ7 N CO Lf) N O) LI) N LT Lc) N
10 Cn ma N CJ' U 1 O O r -- C. N 0, 0, v L17 U^) (0 (0 C- (0 (0 (0 LI) (L) L[) .3 v v m m m N C. N .'- 5-- .- 0 0 0
v • L1 v I
N N II
Io C
c
0) 0_
L E
-2 i, A
L r L C) 0 0 0 0 0 I 0 0 0 N CV CV CV N CV CV C. Cm/ N C. N N N C. CV CV CVCJ N N CV C. N .- -
1 O I CD4, •U1 _C C- LI) O CI) LC) N m VI I O L)7 O L!) O 1[) O 1f) O LL) O In O O') N CO (0 on co CV- �-
1 co1 co C --\ - C 1[) 4- I • •v • CO• la'• CV Cl) (0 on co N .3a0 lA N
C.) I L!) 1 Lt) 0) al C CV) v LI) L!) (0 F II .-U)Cam' U I CD CD r r CV N OD OD .7 v OD) LID OD '0 .0 Lf) LC) OD ..7s{ .7C') C) or, N Cv N N r .-- O O O
I • 1 U a, ' •E 1
1 O 1 O C C C
O .-( O O
C)
_ 4-' OD
4- ID r
0- 0 'U N - L II
- )- (Cl 0 L N ._- I O r C') v L!) .0 00 0) co r on v Ll) (0 N C- CV CO M CO a CO 5- r--
2 Q) r d 10 N LI7 O L!) 0 0 C C _ d' 00 (0 O In (0 .0 N LD N 00
c _o IO E •L 0) (V Lf) O 0) _ Vl 1 O ct a0 C. (0 O st aD m Lam• • L • O) m �- coo W m r OU aL m • OO (0 . O. (O v CO (O v
E y.) 'r Ul >% r U 'Or Cam' U 1 O O O r .- N N C. m CO v v e{ LI' LC) '7 .7 c)- et C'J 01 m m C. N C. N r r .- f- O O O O
O 0 V- (1 v C 1.1 '•-i 1
.. z r-- .0 0 $0
0- () L
10 Z3 )0
O N N L 4- "p
L a 17) 0
j 4 S 0 >r 1 O O C) C0 O O O O O O O O O O O O O O O C> C7 0 0 0 0 C) O CD O O O O O O O
-- 0) L 0) L U) C 1
•
-O E 0 E 1 O r N m sf LC) (O C- 00 0n co r N m v OD 00 a~ 00 CO C? r N M v OD (0 C- 00 C'n O C. M .7
O W >1 - 4, E 1 CV N C. N N C. C4 CV (V N m C•') m C) m
C 3 -C I-- U) 1- � 1
-`s ✓ • • I. •
e
ew
•
•
O i-. 1 O O) QD co F f0 um V s>r 0, N 01 lf1 N O) Ll) N O) LA N co O N co LI) N co
co to I co M F U) O) M F 1f) O) co N at U) F 0) O N 4 U) F O) O N .7 (I)
CO' o I O . CVaT U) UD CO O) •- CV 0, 0* 04 O) co co F (0 UMQ on on N co
1 co UD N O Ln C-- cam) O UM ,- 10 O L[) O) st CO M C- N u0 r II) O) .t 03 M
U co U) 1 O• ^ II) F O OM la') CO O (0 OD �--' Cl) U, 00 CD 0, UM GO CD 0, UMF CD CV UM^ )A 4- 1
O'V i CDN M l!) to C.- 00 CD • CVCDO) 00 CO C.- a0 )A U, .t 0, CV CVCD
O O
. .cr
IC` 1' I O t O N 10 O st 00 N 10 O •- M UM F 00 O N at LI) F C) �- Cr, y 10 CO
Q • U) U) I O w- Ca a* U) F co On ,- N aS C- O M (0 C) M (0 0) N U) CO N U) CO ,. d'
U .- '- N 4- I
C)' U 1 O — N M p Lf) {0 F O7 O 02. 0 0 0) CO F F a0 1n U 3 a M M N r- C
3
C 0 O uy O CV1'
OM F I-F UD O)
E CIL W _
4- 0- CO 0) '-- ^ ^ /'•. I O F Lf) N O F 1f) N co C•- .3 UD 00 0) •--- M ar UD CO C) c- M at UD CO O)
O O O -IC U CD U) I O O) 0) 0) 0) co CO CO CO F F 1!) C) 'R 03 N UD O .7 0) M F U M C) s/
U co co '4- I
to O O ^ 04 `r O' U I O O .- N 0, ...0 U, 10 F CO O) O) 00 F F (0 (0 L!) Ln ca M M N N 0— O O
0. I
N N II
C
0) O_
L E
Q a-) A
10 4-+ O
L r- C. CD CD CD If) UM CD / CD 0— UM I ,- COCD ) N•0) (0 0, CD OD CD C.- 0, ,-OD UD a} UM ON C.- !) 0,1 ,- C) 10
1 CD CD 4, •(ft S N O UD 1!) N co O_ _ In CD CO C.- UD sf 0, CV CDC.. ^ (0 O) CO 10 U, CDO v 0/ co onUM CD
1 co 0 1 C C '
U I UD I (0 0) 0) C ? In UM 10 C.- CO II •C O' U 1 O O .- N C') at 117 14 UD F CO 03 F F (0 UD Ln U) at M N N r- 0 0
I • I U #• •r E v I
I O 1 O C C v C
O ti O_ CD
U •
N C
4-
) •• O "CI CO L I1
L U) 0 C. 4- i'a I O M 10 O) N U) O N UM 0 .- F M O UD N m at .- F M O) (0 N CO V r-
7 0) r U r 10 CV UM CD UM CD CDC C U CD F O)I I a! r- (0 M . 00 1!) OM COa7 CD UM 0- UD CV OD O) CD UD r- L
-P 10 E •L- 0) .- (v I) O (1) 0 N N"- I
7 YO 0 C C) U I CD CD ,- CV CV 0, at U) UM UD C..- (0 UD UD (1) UM wC V 0, 0, CV CV CV r- e-- CD CD
0— 1— C 0 10 ....
Z
0. U L •
CO- 4, CD 0
'�
) Q O) 0 a) 0 a) r I CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD
'O E 0 E •C I O N M O IL) UD F CO O) CD .'- CV M • r a'r UM f0 F 00 O) G N M tl UM CD
3 3 I- CO !r •— I Ca Cu N N N N N
* ROUT VERSION 5.4 ** PROJECT: RIO WEST ** DATE: 4/1/1989*
******************************************************************************
(Types: 1:Weir; 2:Pipe; 3:Riser) Structure 1
1: Type 2: Pipe
Weir: 2: Elevation (ft) 0.00
3: Length (ft) 0.00
4: Coefficient 0.00
Riser: 5: Elevation (ft) 0.00
6: Inlet Area (sf) 0.00
7: Inlet Perimeter (ft) 0.00
8: Orifice Elevation (ft) 0.00
9: Orifice Diameter (in) 0.00
10: Orifice Elevation (ft) 0.00
11: Orifice Diameter (in) 0.00
12: Orifice Elevation (ft) 0.00
13: Crifice Diameter (in) 0.00
Pipe: 14: Invert Elevation (ft) 514.25
15: Diameter (in) 12.00
16: Orifice Diameter (in) 12.00
17: Length (ft) 60.00
18: Manning's n 0.013
19: Slope (ft/ft) 0.038
20: Entrance Loss Coefficient 0.5
Surface: 21: Initial Elevation (ft) 514.35
Storage Pipe Characteristics: Downstream Invert Elevation (ft): 514.35
Downstream Manhole Area (sq ft): 28.27
Upstream Invert Elevation (ft): 515.16
Upstream Manhole Area (sq ft): 28.27
Pipe Diameter (in): 48.00
Length (ft): 162.00
Control: RW = Riser acting as a weir
RO = Riser acting as an orifice
PI = Horizontal pipe in inlet control
PC = Horizontal pipe in outlet control
Time Inflow Pipe Total Elev Storage
(min) (cfs) (cfs) (cfs) (ft) (cu ft) •
0.0 0.00 0.0 0.00 514.35 0.00
1.0 0.97 0.5 PI 0.46 514.62 15.14
2.0 1.95 1.1 PI 1.07 514.87 54.98
3.0 2.92 1.7 PI 1.73 515.09 116.67
4.0 3.90 2.4 PI 2.42 515.28 198.98
5.0 4.87 3.2 PI 3.16 515.47 294.85
6.0 5.85 3.6 PI 3.56 515.68 415.06
7.0 6.82 4.0 PI 3.96 515.93 569.65
8.0 7.80 4.4 PI 4.39 516.21 751.34
9.0 8.77 4.9 PI 4.86 516.52 969.59
• 10.0 9.74 5.4 PI 5.36 516.89 1,223.44
11.0 9.16 5.8 PI 5.81 517.22 1,455.6C
12.0 8.58 6.1 PI 6.15 517.48 1,629.46
' 13.0 7.99 6.4 PI 6.39 517.67 1,751.18
14.0 7.41 5.5 PI 6.54 517.79 1,825.05
15.0 6.83 6.6 PI 6.60 517.85 1,859.06
' 16.0 6.24 6.6 PI 6.60 517.84 1,855.53
17.0 5.66 6.5 PI 6.53 517.79 1,822.47
18.0 5.08 6.4 PI 6.41 517.69 1,762.02
• 19.0 4.49 6.2 PI 6.24 517.55 1,675.82
20.0 3.91 6.0 PI 6.02 517.39 1.555.43
22.0 2.74 5.5 PI 5.47 516.97 1,278.25
• 23.0 2.16 5.1 P1 5.13 516.72 1,104.70
' 24.0 1.58 4.7 PI 4.74 516.44 913.41
25.0 0.99 4.3 PI 4.32 516.16 718.60
� 4
•
\ 1
lr
HEC12 Version: V2.50 User S/N: 7701027? Run Date: 04-01-1989
Y ,
INLET NUMBER 1 DI-38 LENGTH 4.0 STATION 0+49
DRAINAGE AREA = 1.700 ACRES C VALUE = .600 CA = 1.020
FOR THE FIRST SIDE
SUM CA= 1.020 INT= 3.50 CFS= 3.570 CO= 0.000 GUTTER FLOW= 3.570
FOR THE OTHER SIDE
SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000
AT THE INLET
SUM CA= 1.020 INT= 3.50 CFS= 3.570 CO= 0.000 GUTTER FLOW= 3.570
GUTTER SLOPE = 0.0412 FT/FT PAVEMENT CROSS SLOPE = 0.0333 FT/FT
SPREAD AT A SLOPE OF .041 (ft./ft.) AND 3.57 (cfs) IS 6.02 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH (ft) = 5.80 H (ft) = 0.460
DEPTH OF WATER (ft) = 0.42 SPREAD (ft) = 12.47
INLET NUMBER 3 DI-3A LENGTH 2.5 STATION 3+20 •
DRAINAGE AREA = 1.200 ACRES C VALUE _ .500 CA = 0.600
FOR THE FIRST SIDE i
SUM CA= 0.600 INT= 3.50 CFS= 2.100 CO= 0.000 GUTTER FLOW= 2.100
FOR THE OTHER SIDE
SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000
AT THE INLET
SUM CA= 0.600 INT= 3.50 CFS= 2.100 CO= 0.000 GUTTER FLOW= 2.100
GUTTER SLOPE = 0.0185 FT/FT PAVEMENT CROSS SLOPE = 0.0274 FT/FT
SPREAD AT A SLOPE OF .019 (ft./ft.) AND 2.10 (cfs) IS 6.48 (ft.)
XXXXXXXXXX CURE INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.460
DEPTH OF WATER (ft) = 0.36 SPREAD (ft) = 12.98
ROUSE -' PROJ. R /D wf �T
STORM ' SEWER DESIGN
L a o �z9 COUNTY DISTRICT t'r/IIE�o 77(`3 "L
COMPUTATIONS DESCRIPTION .ter X i /'42e e/
SHEET OF
AREA RUN- INLET RAIN RUNOFF INVERT CAPA- FLOW
DRAIN. OFF CA TIME FALL Q ELEVATIONS LENGTH SLOPE DIA. CITY VEL. TIME
FROM TO "A' COEF. REMARKS
POINT POINT ACRES C INCRE- ACCUM- MIN-MENT ULATED UTES IN./HR, C.F.S. UPPER LOWER END END FT. FT./FT. IN. C.F.S. FRS.. SEC.
( 1 ) (2) ( 3) (4) (5) (6) (7) ( 8) (9) ( 10) ( 11) (12) ( 13) ( 14) ( 15) ( 16) ( 17) (18)
// Y 3. Z -`/yfS �44,4) 9? . 3/Z.
s/S./6, S/y.3r /G o, s 5/? / 7e
-Foe De—
T�,Jrio..
. _ I/P.f u3i1i 7 , / / T, / 5 / 6-1/
1� / 6 O Q 0L
I •
f
•
J
J -
f 1
/ T f
1
1
i