HomeMy WebLinkAbout1990 - (#116) Unit 16 & 17 Drainage Structure Plan05
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6 t I °f 3 , " 1 46 1 — l-t' OdWoll 0.
' S 9 2 �. � '-`.; 40 17" X 13" GMP i 60' C LIc locc Corzcce to e
CONOVER AVENUE YY 3Y 2 2 t , t 59� 2, t7• .".`' "lr - ... �' A � % (�
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s 2 2 2 2 a '. 41 17" X 13" GMP 175
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z - 10 � a- - 42 17" X 13" GMP 185'
12 111 IC 9 1 t 28 7 ,
8 7 6 5 4 3 2 4 t � 6 s 6 e �
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a _ a 27 ` ' S j ? Q ? 2 fl 2 : • ;• , . ". 43 17 X 13" GMP 20'
10 cJ 6 t „ , , ► - 44 17" X 13" GMP 185'
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B 29
2 6 3 f4 ) 7 e 9 t0 1r 12 �! 1$ 7. 4 s, .,,' M ., ;:,: P `�'
46 21" X 15" GM. 18�
13 31 32I33 34 3S 36 37 38 39 40 � _ .,,.. ,. .,... .. '
1 30 I tY1 10 V t 12 �5 r6 CHURCH 2S r T 2 2 f 6 28 S 6 57 r+t t5 7
Q r 4 v, i 4 q ,� s �8 5 47 49" X 33" GMP 20'
1 CARDINDAL DRIVE 5TE - g I 7 27 '502928272625 #,5 c r' 49" CMP 2CJ r, .._.
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23 � I _ t i i 3 i 24 7 5 5� 4i r .•.-_, ;, :�
15 2 9 le , TRACT 26 7 t 49 24 X 318 GMP 150'
7 U , 15 e IT Y6 t5 9 O
B 10 I 2 13 to s o ► z
i 3 4 8 1 SO 17" X 13" GMP 60'' — C Qc loco Col7crcte ct-leodwoll
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14 r( 11 _ ` ,� t � 10 24 9 � 2' 33 `J77 � 22 f9 � i4 tr g ..
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5 6 22 21 20 19 i8 2a _ 8 23 ,o L _ =4 r01918 y 2t za f3 r2 g
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+. 15 ! 7 2 7 17 6 2 ► r 2 3 f. 2 r i �,p Io r 53 21„ X 15"„GMP 20
5 23 r4 t9 12 _ 1 fn 7 Do G A r
�6 GMP 70 -
`: 12 ?2 U l 55 AVENUE r0 9 `,�4 J7.; X `
18 26 COURT 5 g 9 13 6 a, ti o
1 t6 1 5 �5 17 X 13 (,MP 60 — CQc loce Corzecete l-leodwoll _ 16 24 5 2 8 1'j _ :� rr r7 ,. p
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l�eploce Concrete 1-lcodwoll 1 ...:.
2 5 9 25 7 zo 6 12 t s ..... fs t8 ORI 57 �r�.• X 2v GMP 10'
7 Q 3 2 5 ►- 5 I; T to 3 20 2 22 r? .....,,.h,.,• .ram,.. , ... ,
z PARK ; t 9 (, 5 ? 1 T ,t ?O 19 �18 TRACT 7 f9 B. 9 JT� 21" X 1J GM'r9 t9 S ?= t8 13` `' 18J;—CQeploce oc?c Co�ccete lleodwo7 2a9 �� 43 i 30 z z 14 2 '� 57$ A; he "H" 6 so 7 ,o �.9 35" X 24" GMP 30'
18 0 2 26 = 8 SITE 2 I °� :s 4 F7 to 1
3 -7 8 h 23 to' o t5 a +0 ?1 PARK St. - :J 60 35X 24 GMP 30
3�4 22 0 fb 18 N f 9 22 23 57� .5 2I 6 11 I � "
1 9 21 22 2 3 a 7 q A N - z 11 ea e4 - 17 5 f 6 6! J7 X 3b" GMP 100'
V I 2 7 = 5 6 0 l 2 6 2t'' °` I7 1S , 25 3 t? i
40 ,4r ( 12 m ...n to r� DRAINAGE w ,c 57 a. 22 62 �1 X 15 GMP 133
�' ► 5 Mt« R R 56 " " z
? 0 5 3 � �9 � 20 X �JII 2'J t9 q .. ,. 2f E o IVE 9
A, AM A A N - I 41 5 2a 2s 6 ts: ,., L6 23 63 2i X 15 GMP 133
t E D V E U E 4 r9 457 22 21 N .- 9 ro }a 3 i ..
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17
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a 7 a a t4 es + 2s co s f3 �' r s 7 2 7 r`s r i rp 64 21 X 15 GMP 240
5 65 42 X 29" GMP 26 .,�
;-ClV,tC SITE r
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T R 3 17 t6 9P 5 i s 2: r 5 66 42 X 2`i GMP 26
2 �,
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t 6 I r r 7 17 X 13 G c o TRACT, 3 9 s 4 MP 165 toe c C c ete 1-le dw 11
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8 Q I UTILITY SITE 14 s a ? ro sY TTON AVE wu 69 17 X 13 GMP 165
Ifyf9 TR �.� TRACT G ', ,• 4 " w
of re t7 f6 rs r� 13 �z tE > :I 70 17 X 13 GMP 165
f 24 I N DI AN AV�7y�� 1 2 t>• 13 20 6 M � ` �D
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TRACT 16 1 6 33 21 7 P e SGHOOI S ITS _ 571 a 7 to D
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2 5 z 5 6 7 1 3 Y I t f 2 z s e� 2 1 2 3 t 5 6 7 8 g er 8 1 t 72 17 X 13 GMP 40
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l 0 3� 73 17 X 13 (,MP 26'
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- 9 24 l o - %���. ' ' 2 6 1 3_ 74 17" X 13" GMP 26 U
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z 14 13 i2 I I 10 y 8 CIVIC t3 3 t 2 3 4 5 6 r r,
27 r4 25 2 - { t3 t - t o .
2 SITE ► 2 ^. 0 29 66 ra , 56 7 4' 76 17" X 13" GM: 26,
I
A R R I S DRIVE TRACT r�+ 12 12 LAN v L5 26 s 3
l "' 4 6 1.45
8 9 r0 1r t2 f4 4 15 �7
1 28 13 2s r7 IE t t3 2r 46 r 24" X 18� GMP 26'
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80 17" X 13" GMP 26'
a 15 16 17 18 19 Q 97 4 REDGRAYE 2019 17 ` ft a 4�J4 33
81 17" X 13" GMP 35'
45 44 43 42 4 ► 40 39 38 37 5 8 8 ID 2t r5 57 �. : s 6 r s to it 12 13 la rt5 3t r'vlvE 82 35" X 24" GMP 28' t�
24 23 22 ,a 3► e^ fo r2 If3 31 83 21' X 15" GMP 26 V
.J 7 7 3! 3 29 28 27 26 25 ,3 � � A A 17 3p
��. r3" 29 z e 27: 26 84 21 X 15 GMP 26
ENGLAR�— -- --av� rY 1, 6 6 45 rl ►7 �� , .� 14 , 7 z " ..
t 3 4 5 6 7 8 g to 33 16 20 , 5 7 g S 16 r fe T4 210 21 `. 2-2 23 24 L - 5 t; 85 42 X 29 GMP 26
s 1 S 3a is to 21 r 6 25 a Ip a 20 t 22 2* 2a 25 86 17" X 13" GMP 160'
a a o r H A v 7 36 of l a . 19 2 2 2 67 1-7 X 13" GMP 26'
4 39 38 f3 23 i5 _4 dUhCAN ST.REE "
u 3 48 4746 45 • 43 42 4t O 4 20 4 6 t i 88 17„ X 13" GMP 26'
n 3 RI N1 - 2a t La 1 3 a ?7 ,>i r7 1s 5 r 13 i 2 r r ro 89 17 X 13 GMP 26
2 �RAIrrA6E 9456t2 5 '� S 45,E .3 " o
2 4 5 , 2t3 90 17 X 13 GM, 30
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is i i If r "C, , 3 i? t1: 10 51 DUSAk 5TR T
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2133134
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UNIT 16 DRAiw R/w 445 11
T R B 17 rE It5 14 13 12
3t 2
7 8 9� I 45-
23 3 n� aw aA vE+vUE a2r�awtN z 3 4 6 7 8;` 17; X 13" GMP - 2,080 LIN. FT. �
- L 8RA AvEftivE 21 X 15 GMP - 1,034 LIN. FT. ��
4
ithCkhtAN a - a 24� X 18"., GMP - 176 LIN. FT. nl
Q U
vEwuE 21 5 26" X 20„ GMP - 130 LIN. FT. Culverts 7o Qemoje�
1 3? s 7. � R � �
2 a _ 2 1 ; , 2 ' 20 Q 35" X 24 GMP - 153 LIN. FT.
NOTE' ALL OF UNIT `16 15 `GON5TKUGTED WITH CURB AND GUTTER. z 3r s 42 X 29" GMP - 78 LIN. FT.
51ZE AND LENGTH OF DRAINAGE PIPE5 WITHIN UNIT 16 WERE 12 to r4 l0 1a' 44I 7 "
3 3o ro 2r W? 23 2a 25 ?s ro r r9 T 49 X 33'„ GMP - 66 LIN. FT.
UNABLE TO BE VERIFIED IN THE FIELD UNLE55 OTHERW 15E t ; 9 15 s 1 �. e
57" X 38 GMP - 270 LIN. FT. J�
5HOWN ABOVE.. %4 I l0 8 t6 a 16 4 29 rf 20 u 9 ►- 9 C� z
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A1537 43� 439 a 7 i7 rE _ 48 /� /�
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TOT/11_ PIPE . J�.�.t:�►
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8 m a 20 4 120
IN SIT . � ff 1 aENTl eo) i}j g 24 I o V 4 20 x r W 14 r 18 GMP - 749 LIN. FT.
1 W - - - m 3 21 3 v?1 a
_ a s ? I r 2 � z 21"„ GMP - 135 LIN. FT.1-•-
PIPE NO, PIPE SIZE PIPE LENGTH a 10 23 22 21 201119 20 # , rr a
2 22 2 i22 I 2 m z ?? _ ►1 z i5 28 X 20 GMP - 62 LIN. FT. Culverts 70 15C Re,Uloeed J
1 45" DIA. GMP 141 3 r 23 ► 1z3 Y if 12 13 t4 1S rs` IT tis s Z r6 * 24" GMP 374 LIN. FT.
2 60 DIA. GMP 148' - ►e r 23 Io 0 48" GMP - 68 LIN. FT. � T" 0
2 VELT H Av M' _ 3 5 P - 51 LIN. T.
_ 4
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1 1 2 3 4 5 E 7 81\9
11011
1 12 13 14 15 �t I2 C4c 4 3 h 7 g r 8 37 }
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^RAIN. GRAtkAG RMT O 1tA1 L C LNG
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NOTE' '3 cuFze, tNLaT� -to ?>E w-MtRep IN Ut4lT' lGo.
Q Q EXI5TIN& GMP
' i� EXISTING PIPE NO. z
t V ( t { / ' GIJR� InILET To BE REPA1REp
e'REFER TO AERIALS FOR G�LiGHES WHICH REQ1J{RE IMPR��'vEMENT=. t ALL ABOVE QUANTITIE5 ARE FOR UNIT 17.
NOTE NrE-�
NOTE' UNIT 17 DRAINAGE SYSTEM 15 CONSTRUCTED WITH NOTE- 4 wR� tNtrE� 13E RePatRt=v Irt Uhlrr t7
leff 2 1st
ROADWAY 5WA1_E5 5OUTH OF ELKGAM WATERWAY. NOPTF1 r
OF THE ELKGAM WATERWAY THE KOAD5 HAVE BEEN NOTE' REFER TO AERIALS FOR DRAINAGE DITC,HE5 WHICH REQUIRE IMo ROVE1•,1ENT_% 1 of= 3
GON5TKUC.TED WITH GURP> AND GUTTER.
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ARR IS D[?I VE - A 4a 0 TRACT Ni
28 13
29 30 31 32 33 34 35 36 1,T A4 A47 CIVIC SITE
552
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UNIT 16 PICTURE DE5CK I PT i ON5
L OVERFLOW 5TRUCTURE
2.
OVERFLOW
5TRUCTURE
3.
OVERFLOW
5TKUGTUKE
4.
GUTTER OVERGROWN WITH GRA55 (TYP.)
5.
INLET NEEDED TO DE GLEANED OUT
6.
NO FLOW LINE IN VALLEY GUTTER
7.
GUTTER FULL
OF SAND TO BE GLEANED OUT
8.
GUTTER FULL OF SAND TO BE GLEANED OUT
`l.
INLET 15 CRACKED AND NEED5 TO DE GLEANED OUT
10.
GUTTER NEED5 TO GLEANED OUT
11.
DITCH NEEDS GLEANED OUT AT HEADWALL AND PIPE 15 CLOGGED
12.
GLEANOUT
GUTTER AT INLET - BOTH SIDES OF THROAT
13.
LOW POINT
IN ROAD AT GOKNEK
14.
CLEANOUT
EXI5TING DITCH AT CORNER
15.
CLEANOUT
DEN5E OVERGROWTH AT CONCRETE HEADWALL
16.
CLEANOUT
EX 15T I NG PITCH
17.
GLEANOUT
VALLEY GUTTER - FULL OF SAND
18.
GLEANOUT
VALLEY GUTTER - FULL OF 5AND
19.
GUTTER NEED5
REPAIRING
20.
EX 15T ING DITCH TO DE GLEANED OUT
21.
CLEANOUT
DITCH AROUND FRONT OF HEADWALL
22.
LOW POINT - EX 15T I NG 5AN I TAKY 5EWEK MANHOLE
23.
CLEANOUT
VALLEY GUTTER - FULL OF 5AND
24.
LOW SPOT
IN GUTTER
25.
CLEANOUT
DITCH IN FRONT OF HEADWALL
26.
GLEANOUT
EX15TING DITCH
27.
CONCRETE
CHIPPED OFF INLET
25.
GLEAN END OF ROAD
29.
GLEAN END OF ROAD
30.
CLEANOUT
VALLEY GUTTER - FULL OF 5AND
31.
REPAIR INLET - CONCRETE CHIPPED OFF
32.
GLEANOUT
EX 15T I NG DITCH
33.
CLEANOUT
EX 15T ING DITCH
34.
GLEANOUT
EX 15T ING DITCH
35.
CLEANOUT
DITCH AT OUTFALL. POINT - NO HEADWALL
36.
GLEANOUT
DITCH AT OUTFALL POINT - NO HEADWALL
37.
CLEANOUT
EX 15T ING D ITGH
35.
GLEANOUT
EX 15T ING DITCH
39.
GLEANOUT
DITCH AT OUTFALL POINT - DEN5E OVERGROWTH
40.
GLEANOUT
DITCH AT OUTFALL POINT - DEN5E OVERGROWTH
41.
GLEANOUT
EX 15T ING DITCH
42.
CLEANOUT
DITCH AT OUTFALL POINT
43,
GLEANOUT
EX 15T ING DITCH
44.
GLEANOUT
EX 15T I NG DITCH
45.
CLEANOUT
DITCH AT OUTFALL POINT - DEN5E OVERGROWTH
46.
CLEANOUT
EX 15T ING DITCH
47.
CLEANOUT
DITCH AT OUTFALL POINT
48.
GLEANOUT
EX15TING DITCH
49.
GLEANOUT
DITCH AT OUTFALL POINT
50.
CLEANOUT
EX 15T ING DITCH
51.
CLEANOUT
DITCH AT OUTFALL POINT - DEN5E OVERGROWTH
52,
GLEANOUT
DITCH AT OUTFALL POINT - DEN5E OVERGROWTH
53.
GLEANOUT
DITCH AT OUTFALL POINT POINT - DEN5E OVERGROWTH
LEGEND
Ol PICTURE NO.
NOV 2 8 1990
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UNIT 17 P I GTUKE DE5GR I PT I ON5
54.
REPAIR ASPHALT PAVEMENT
55.
GLEANOUT DITCH AT OUTFALL POINT - DEN5E OVERGROWTH
56.
INLET NEED REPLACED
C
57.
CLEANOUT WATERWAY ' AT OUTFALL POINT
55.
CLEANOUT GR055 DRAIN
59.
CLEANOUT CR055 DRAIN
60.
CLEANOUT CRO55 DRAIN
j
6L CLEANOUT DITCH AT HEADWALL - DEN5E OVERGROWTH
62.
CLEANOUT FLUME INTO DITCH (TYP.)
63.
GLEANOUT DITCH AT HEADWALL
64.
GLEANOUT DITCH AT HEADWALL AND 13ACKFILL AROUND PIPE
65.
CLEAONOUT DITCH AT HEADWALL
66.
CRACKED A5PHALT PAVEMENT (TYP.)
67.
REPLACE 5TOKMWATER MANHOLE TOP
66.
REPLACE 5TOKMWATER MANHOLE TOP
69.
CLEANOUT DITCH AT OUTFALL POINT - DEN5E OVERGROWTH
70.
REPAIR ASPHALT PAVEMENT
71. GLEANOUT CR055 DRAIN AND REGRADE 5WALE
-
72.
GLEANOUT GR055 DRAIN AND REGRADE 5WALE
73.
GLEANOUT GKO55 DRAIN AND REGRADE 5WALE
74.
CLEANOUT CR055 DKA IN
75.
CLEANOUT DITCH AND 6ACKF ILL AROUND HEADWALL
76.
GLEANOUT EXISTING DITCH
77.
CLEANOUT DITCH AT OUTFALL POINT - DEN5E OVERGROWTH
78.
GLEANOUT DITCH AT OUTFALL POINT - DEN5E OVERGROWTH
79.
CL.EANOUT EX 15T I NC7 D I TGH
60.
CLEANOUT DITCH AT OUTFALL POINT
61. GLEANOUT EX 15T ING DITCH
82.
REPAIR TOP OF INLET
63.
CLEANOUT DITCH AT OUTFALL POINT - DENSE OVERGROWTH
64.
GLEANOUT DITCH AT OUTFALL POINT
65.
CLEANOUT EX 15T ING DITCH
86.
GLEANOUT DITCH AT OUTFALL POINT - DENSE OVERGROWTH
,
j
87.
CLEANOUT DITCH AT OUTFALL POINT - DEN5E OVERGROWTH
56.
GLEANOUT DITCH AT OUTFALL POINT AND P5AGKFILL AROUND PIPE
89.
GLEANOUT DITCH AT OUTFALL POINT - DENSE OVERGROWTH
90.
CLEANOUT GK055 DRAIN ON CORNER
9L CLEANOUT CK055 DRAIN ON CORNER
92.
GLEANOUT GRO55 DRAIN ON CORNER
j
93.
GLEANOUT CKO55 DRAIN ON CORNER
94.
GLEANOUT DITCH AT RIP RAP HEADWALL
;
95.
GLEANOUT DITCH AT OUTFALL POINT
96.
CLEANOUT EXISTING INLET ON CORNER
97.
CLEANOUT DITCH AT PIPE THROUGH BRIDGE
96.
CLEANOUT DITCH AT OUTFALL POINT - DEN5E OVERGROWTH
99.
CLEANOUT DITCH AT OUTFALL PO I NT
100.
CLEANOUT DITCH AT HEADWALL - DEN5E OVERGROWTH
101.
CLEANOUT EX 15T I NG DITCH
102.
GLEANOUT DITCH AT HEADWALL - DEN5E OVERGROWTH
103.
GLEANOUT EXISTING DITCH - DENSE OVERGROWTH
104.
GLEANOUT ENTIRE DITCH INCLUDING HEADWALL
105.
GLEANOUT EXI5TING GULVEKTS
j
106.
REPAIR EXI5TING HEADWALL AND CLEANOUT CULVERT
107.
REPAIR EXISTING HEADWALL AND GLEANOUT CULVERT
105.
REPAIR EX15T1NG HEADWALL, GLEANOUT CULVERT AND REGRADE
5WALE'.
109.
GLEANOUT TWO EX 15T ING CULVERTS
110.
REPAIR EXI5TING HEADWALL, CLEANOUT CULVERT AND REGRADE
5WALE
j
111_ CLEANOUT EX I5T ING CULVERT AT END OF DITCH
112.
GLEANOUT EX l5T I NG [DITCH
113.
EXISTING DITCH TO BE RESHAPED AND REGRADED
114.
REPAIR EXISTING HEADWALL, CLEANOUT CULVERT AND REGRADE
5WALE
115.
REPAIR EXISTING HEADWALL, CLEANOUT CULVERT AND REGRADE
5WALE
116.
PAVEMENT NEEDS REPAIRING
117.
GLEANOUT CULVERT AT HEADWALL
115.
GLEANOUT CULVERT AT HEADWALL
119.
GLEANOUT AND REPAIR RIP RAP HEADWALL
120.
GLEANOUT DITCH AT RIP RAP HEADWALL
121.
CLEANOUT EX 15T I NG DITCH
122.
REPAIR HEADWALL AND REGRADE DITCH
123.
REGRADE DITCH - NO HEADWALL
124.
RE5HAPE EXI5TING 51DE 5LOPE FOR 54" DIA. CMP
M.
REPAIR HEADWALL, CLEANOUT CULVERT AND REGRADE 5WALE
126.
CLEANOUT .DITCH AT HEADWALL AND REGRADE DITCH
127.
CLEANOUT AND REGRADE EXISTING DITCH
126.
CLEANOUT EXI5TING CULVERT
120L
CLEANOUT EX 15T I NG CULVERT
130.
CLEANOUT DITCH AT HEADWALL
131.
GLEANOUT DITCH AT HEADWALL
132
REPAIR EX 15T I NG A5HPALT PAVEMENT
133.
CLEANOUT DITCH AT HEADWALL
134.
REPAIR HEADWALL AND CLEANOUT EXISTING CULVERT
135.
CLEANOUT EX 15T I NG DRAINAGE DITCH
136.
CLEANOUT EXISTING 5WALE AND CULVERT
137.
GLEANOUT EX 15T I NG CULVERT
136.
CLEANOUT EX 15T I NG CULVERT
139.
REPAIR HEADWALL AND CLEANOUT EXISTING CULVERT
140.
CLEANOUT EX 15T I NG CULVERT
14L
GLEANOUT DITCH AND EXISTING CULVERT
142.
REPAIR HEADWALL AND CLEANOUT EXISTING CULVERT
E 143.
GLEANOUT EX 15T I NG DITCH
1 144.
CLEANOUT EX 15T 1 NG CULVERT
145.
REPAIR HEADWALL, CLEANOUT EXISTING CULVERT AND REGRADE
5WALE
146.
CLEANOUT AND REGRADE EXISTING DITCH
147.
CLEANOUT EX I51 TNG CULVERT
146.
CLEANOUT EX15ITNG CULVERT
149.
GLEANOUT AND REGRADE 5WALE
150.
REPAIR HEADWALL AND CLEANOUT EX151TNG CULVERT
151.
CLEANOUT EX 15T I NG CULVERT AND REGRADE DITCH
152.
CLEANOUT EXISTING 5WALE AROUND PIPE - NO HEADWALL
153.
CLEANOUT EXISTING 5WALE AROUND PIPE - NO HEADWALL
154.
REPAIR PIP RAP HEADWALL AND REGRADE DITCH
155.
CLEANOUT AND REGRADE DITCH - NO HEADWALL
156.
CLEANOUT AND REGRADE 5WALE - NO HEADWALL
157.
CLEANOUT DITCH , AND REGRADE - NO HEADWALL
156.
CLEANOUT DITCH AT RIP RAP HEADWALL
159.
CLEANOUT DITCH AT SEAWALL AND HEADWALL
' 160.
CLEANOUT DITCH AT HEADWALL
161,
CLEANOUT DITCH AT HEADWALL - DEN5E OVERGROWTH
162.
CLEANOUT DITCH AT HEADWALL AND REGRADE DITCH
163.
GLEANOUT DITCH AT OUTFALL POINT - DENSE OVERGROWTH
164.
CLEANOUT DITCH AT RIP RAP HEADWALL
165.
CLEANOUT EX 15T I NG DITCH - DEN5E OVERGROWTH
166.
CLEANOUT DITCH AT RIP RAP HEADWALL
167.
CLEANOUT AND REGRADE DITCH AT OUTFALL POINT
166.
CLEANOUT AND REGRADE DITCH AT OUTFALL POINT - DEN5E
OVERGROWTH
169.
GLEANOUT AND REGRADE DITCH AT OUTFALL POINT - DEN5E
OVERGROWTH
170.
CLEANOUT AND REGRADE DITCH AT OUFALL POINT - NO HEADWALL
171.
CLEANOUT AND REGRADE DITCH AT OUTFALL POINT - DENSE OVERGROWTH
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