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® PROPOSED SANITARY SEWER MANHOLE 11 L 10 11 j - �j x�i - -_ ( ---1(44.20) PROPOSED SPOT ELEVATION 11 - - I LOT 12 1 /
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PROPOSED DRAINAGE DIRECTION
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GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS STH
EDITION, MARCH 2O03 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS 5TH
EDITION MARCH 2O04.
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE
CITY OF BOZEMAN ENGINEERING DEPARTMENT.
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT
AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE
WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY
THE ENGINEER.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE
BEGINNING OF CONSTRUCTION. DRAWING LIST
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING
AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. A82.0 - SANITARY SEWER MAIN PLAN & PROFILE (YELLOWSTONE AVENUE)
7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1. AB2.1 - SANITARY SEWER MAIN PLAN & PROFILE (BUR AVENUE AND PALM STREET)
A82.2 - SANITARY SEWER MAIN PLAN & PROFILE (LADUKE STREET AND PIN AVENUE)
B. BENCHMARK: FIRE HYDRANT� 1097 LOCATED AT WEST SIDE OF NORTH END OF MEAGHER AVENUE AB3.0 - WATER MAIN PLAN & PROFILE (YELLOWSTONE AVENUE)
ELEVATION = 4759.52 'STAMl ED FLANGE BOLT', CITY OF BOZEMAN DATUM
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. AB3.1 - WATER MAIN PLAN & PROFILE (BUR AVENUE AND PALM STREET)
10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. AB3.2 - WATER MAIN PLAN & PROFILE (LADUKE STREET AND PIN AVENUE)
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY AB3.3 - WATER MAIN PLAN & PROFILE (RENOVA LANE)
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. AB4.0 - STREET PLAN & PROFILE (YELLOWSTONE AVENUE)
12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT AB4.1 - STREET PLAN & PROFILE (BUR AVENUE AND PALM STREET)
CONNECTION POINTS.
13. EXISTING MANHOLES ON RENOVA LANE WILL REQUIRE BARREL SECTION OR GRADE A84.2 - STREET PLAN & PROFILE (LADUKE STREET AND PIN AVENUE)
RING ADJUSTMENT TO MEET CITY STANDARDS. AB4.3 - STREET AND STORM SEWER PLAN & PROFILE (RENOVA LANE)
j AB5.0 - DETAIL SHEET
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SEWER/WATER/STREET PLANS :,Z)=0 Z '4
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GRADING/DRAINAGE PLAN Engineering and Surveying Inc. `O
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INSTALL 2" THICK'x 4' WIDE INSULATI - - _ -�-
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0 5+60.6 14 8" W OSSING o 196-142 0_ _-------`- 16.00 LF 8 SDRe
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DATUM ELEV_ ._ �00
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(:I)SANITARY SEWER MAIN PLAN AND PROFILE Drawing Date. 1/2/07
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WATER MAIN PLAN AND PROFILE ABI
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4730
1.41 FL-311.41 -30.63—) F.L.=37.52 FL=37.74-/l
9" SS C ROSS14', F.L.-36.35— F.L-36.87-4-)
FL-30 50 F.L.=37 20 FL=34.71
314' WATER SERVICES
LT RT D,I TUM ELE V
0+61.8 2 2+75"7
1+ 3+54.5 1+1 1.1.9 67.9 4+20.5
a 4730.00 1
V 00 ELEV
—7— 3+08
1? c1 IQ
'720
m -q 2+50
6 ui 140
2+13.4.1
3+66.1 2+00 3+00 4+00
6+00 7+00 8+00
4+24.1
0+00 1+00 2+00 3+00 4+00 5+00 4+5+8332.2 WATER MAIN PLAN AND PROFILE Drawing Date. 1/2/07
r-,1WATER MAIN PLAN & PROFILE 5+74.5 A83.1 SCALE: HORIZONTAL) (1-=5'-0r VERTICAL)
AB3.1 SCALE: (1"=50'-O' HORIZONTAL) (1"=5'-0r VERTICAL) A B 3■
AS-BUH-T
01/02/07 1 #04W,
MARK
_ CHANDLER
No.,9518ES
� NEFF:
Sheet 7 of 13
1 I
O I O I ❑ m e
C mn 3
_ al
II I + 5 � �
------- I N
a
I I I I I I I I _� . o f - -- ✓ ' a �
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~ N I �} I I I I i —
N LOT IN I N I N N I N N I N 1 N -- - 0 6 ------ - y €
I—
I I I I I I I � --
0 p 1 CD l O I C I I ~ ICD
-- O ��a
--'-
L- I- �- L----�-- --L----L- w`
IF
j - I
- �lifil ii liElli�$�1 IIiFI H -+--
_j ,_.___._____ __________ _______ �II'r 11 rll rl#�1
- -1 -; ; L o 1� 12� •j w
s o
C7 b+ 67
CD
CD Ti
�Gpe G�
x
9 PIN AVENUE
PROPOSED GRADE
i
5h 04� 5 GOJ� 1��G IS
TING GRADE
4740
o xyk --
\a LaDUKE STREET ry��a��0,5 +� bh 0�QhN 3/4LTWATER S RRVICE -�i �15 1ST � -
ST CROSSIN Z
4740 --- - x P�, x P�' 0+LT 0+RT 15 -- 1`"i
PROPOSED GRADE �`'� ry �,'�� 1+62.5 1+63.9 _---_-- ---_�---___--_--
3/4" WATER SERVICE ? 1+78.9 1+71.9 __ O
8" CLASS 51 DIP W ER MAIN --`
2+31.9 2+26 FL=35.6 ro= EXISTIk w
LT RT 2+86.2 2+81.2 FL=34.02
0-03.5 0+65.61 — o ---- 7,\L=3 .94 FL=33.54 FL=3 .49
0+07.4 1+31.8 _ z 4730 -
0+32.4 1+98 '" 1'
0+57.4 iO ,� n 4 21" SS CR SING /�
o 0 0'" o FL=29.87 f 1
0+82.4 1 T GR
E
` ---
1+02
1+ .4 ---'- ------
1+57.4 473.4 ---�-Cb4SS--51- IP WATER
82.4 F.L.=31.25 IN
1+ EXISTING 8" WATER
2+17 17.5 rT,
FL=29.16
F.L.=29. 6 I
DATUM ELEV
4725.00 DATUM ELEV
n N o n in N o ao a 4720.00
a a + e Y Y Y Y
M
M N F+y
0+00 Y la .r, -- 3+00 4+00 -- _..-- ---------.n
0+00 1+00 2+00 3+00 4+00
r1---�WATER MAIN PLAN AND PROFILE r--\WATER MAIN PLAN AND PROFILE
AB3.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-(f VERTICAL) A83.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) II^^
Vl
0
Drawing Date: 1/2/07
AB3m2
AS-BUn,T
OVOvm
#04A`
MARK A.
CHANDLER
Fond 3
Sheet 8 of 13
O O
o
ASEMENT 1' + 42'x9-------- ----- ---------------------------- 0' m
------------ -------------
> c ao
- - — - • � � ---__ N i1 o
---1- an
r r�nwn�uwuwnwrr�nwuwnsHwnsrrwnwnwfl�r4}wrrwr�wlrwuwnwuwnwnwuwuwlrwlt�nwHwuwrrwuw wH� ---- --------- - - v �n
�a
m
• tom. i i STALL 32.94 LF OF 21" FAG % LOT 10 `��T C$a k
PRIMSLW[R PIPE.60 213r.. - , \ W
III • - I
A S B S U
2�tff 21 PJCA - , T W
• • - STORM SEWER PIPE 60 7.29
T O T
4740 LOT Y :
n
_ _
LOT � —JOT
I O
05�O
Atipa°J4,
41x
�.QQ 000 QOti
1
4740 .. _... ��
I _ {
-' N LVERT
w
�a us
INSTALL 4"x4'xi6' OF RIGID 51 DIP WATER MAIN ) rCy
e STyROFOAM INSULATION a" C EXISTIN 8" WATER
3/4" WATER SERVICE 4730 _ F.L.r32.81 rT, r^
.L. __ _.. ___.. - �IFL= 1.83 -- F.L= 3.49 Vl
LT RT F.l.= 1.44
F.L.=30.8 F.1.=32.68
3+79.3 r/, N
4+29.3
4+79.3 - -- F.L. 27.56 _ O
5+34.3
DATUM ELEV
470000
aD eD 00 m eo h 16 aC to ao of of ai o� of m rn of
M n M n n M n r7 M n M e7 M r7 n U n U M
_ Vl
0+00 1+00 21u 4+00 5+00 6+00 7+00 8+00
�WATER MAIN PLAN AND PROFILE O
AB3.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-O" VERTICAL) _
Drawing Date: 1/2/07
AB30
AS—BUILT
0v0v07
#04857
-—————————I
-LQj I F ?6
C) 10 --1
i T C) CD ---- 0+s
L 1 1 LOT 6 LOT MARK A.
MDLM
L------ -4!
---------- -- ----- -- --
- --------- ------- ----- --------
L-OT
LO 1 Sheet 9 of 13
�l T_
------------ o
MA"A.,
AND p
E
---- —-------
I-r.T"
------T-------------T T----------- -WT _-
UT-Ts----------
F
4�1- r F F r
c) I'l-) T C) C) CD C) r-
F__ C) C)
Q_po
CD x- -------- U) 9
T LOT 17 _o
--------- --lOT CD I I I - c
Y Cj Ill.) m ';
:11 00
&
Em"I W .4% i nT CD P n
T
-o'
o)
W
P, 7
-v* x
4750
YELLOWSTONE AVENUE ry
ri RT +
15.29
850.00 �6 ui R-85C.00
I MAD L
+
O
1-11 1,15t
z
LIT—
.223X b
ji__ o OP0,ED GRADE
Pv STA = 24+30 32
EXISTING GRA—D, Pv ELEV = 4737,10
A.D. 1.954
o
O
'o ot co
la. a. (L 'Q�OL M a. Q.
pp
a) m a, m m m al m m m m (a Q
o c�
9 P7o
c� N v P,
*
6
'c6 1:()i *1 16
12+00 13+00 14+00 15+00 16+00 11+00 18+00 20+00 21+00 22+00 23+00 24+00 25
CENTERLINE ROAD PLAN AND PROFILE
0
0
Al _4 -d
e�.
AF 0
I
x60 e,> I .
xN x qb^ YELLOWSTONE AVENUE:
x
x, i. x
-223X
x
CT.-5-01X
/:4\1 0 J5 J0 PROPOSED—C;RAOE I_x A
EX
'A
EXISTING GRADE
Drawing Date: 1/2/07
7
20 21 00 22100 23 00 24 00
12-00 13--DO 14 00 15-.00 16-DO 1700 18--00 1 9�00 CURB B C
AS—BLULTI tl�21[.EFT AND RIGHT TOP 0 RB�'P'ROEIL
01/02/07 AB4.0 CALE: (I"=50'-0" HORIZON AL) (1-=50[ VERTICAL) I I 1 #04857
—COT 7 ffia Lul L
C-24
LOT ---- -------main.
o CHANDLER
Ret nti
✓ I — No.,9518E§
LOT —M— LOT 6 L 5 2 LOT 5
LOT ------- 1, A
LOT 21 ------I --------- ----------- 'Zil
:-------- ------- Sheet 10 of 13
t
C)LOT C L
LOT 23 --------
ITOT 22
LOT 4 L- 1 ------
BOC 161 . X 24
-LOT ---
LOT LOT
T 25 c
a
c
F- 26 � c
(--D CD -,j -,zj- I Ln 1 (-0 1 r— I w
c
LOT 00 1 c--j 1 CI-4 1
LOT 6 �I : 0)
LOT LOT c
w
oa-
-- ------- ---- --
I!M-- -- ----- - -- ---- ,-�r>-
mill lot
F=
T
=4 74 1 %naZt
-- ----- -- T--------- 7-1------- ----", --
1-01
r
'g
x wx %
"'A
-,X
bb,
02,
-- x ANY
'p
-9b
P.,
------- PAL IA. STREET 507%1,
0.508% EXISTING,.GRADE=D
+ + EXISTING BADE ----_
6 --=i— [�
4740- BUR AVENUE PO
-0.5077
M.
11,6
140-VJC
15T 2+ 0 + PVI ST=A. 44 39.6 I15+
ELEV 40.13 ELEV41.42
4730-
Q� n :0 0
1 4
Nil
2+00 3+00 4+00 5+00 6+00 7+00 8+00
DATUM ELEV
4720+00
CENTERLINE ROAD PLAN AND PROFILE
nu:m LL nom m m M'M wm
4 ui
n" o,10D n,0 SCALE: (1"=50'-0r HORIZONTAL) (1"=5'-0" VERTICAL)n n no, no n A134.1
oj r,: 0, 16
jr— rN
0+00 1+00 2+00 3+00 4+00 5+00
CENTERLINE ROAD PLAN AND PROFILE
SCALE: (1*=50'-0" HORIZONTAL) (1'=5'-0" VERTICAL) -4Q
9
4j _X1
A+
X
Q
PALM STREET
v 1.25%
14
CLIL-DE-SAC ..1,A 40 `V:c3,6
BU VENUE
(see spot eFev-s.) �
4740 p505% 6%
0.R
.e
,It,
-bt • x
-J I�M*
-
z�
1A. 7
IU 11,�
q
ji Drawing Date: f12/07
+ +
4\ N n 0 0
1• 0 ti
2+00 3+00 4+00 5+00 6+00 7+00 8+00
0+00 1-00 3400 4+00 5100 LEFT AND RIGHT TOP OF CURB PROFILE AB4.1
(:j)L FT AND' RIGHT TOP OF CURB PROFILE
AS—BLTILT I i I A84.1 SCALE: (1"=50'-0r HORIZONTAL) (1*=5'-0* VERTICAL)
OL/02/07 1 1\AB4.1 5 (t'=5➢' HORZONT )_U- ➢_.IERTICAQ 1 1(1048571
(D lc'�j C-,A r,-) U-) I Q0 OF
LOT cllj I ("A I I cl-A CN 11 C)
4
4
- OF
A.
C:) II -N - -- ! "�K LE
CD CHANDLER ii CD I C) I C) CD C-31 +) 8ES
5 IN §18ES
--j -j --j —j c)
L----J-----L----I----J --L----L----j
ER
1 I
F of Ts 7 -7-
Sheet It of 13
PI, av UK
E
T--------
N--j ; , I"NSTALL 65.79 LF,OF 15' PVC x C
STORM SEWER PIPE 0 1.687X r---
oc)
1 6, 1-67 OD S
I---
(D
T�; CD I III
CD �n
00
L pEE
0 x IL.
GPI Qu I]-.
09 C
w�v I
56 1.4b
b u x 11
ti Ile
91'-N
4t
o x1l,
4740
-0.671
PROPOSED (WADE 0% PROPOSE I
z--O.504% TRADE
IS
NG R.,
4740- RADF
65.79 LF 15" SDR-35
PV STORM SEWER
C OPE 8
0 1.687% SI
4730
+ +
cc V.C. 0
0+66.6
DATUM ELEV
E !.738.20
470500 OL 4730—
0 CENTERLINE ROAD PLAN AND PROFILE
AB4.2 SCALE: (1"=5 -0* HORIZON AL) (1"=5'- VERTICAL) ITN
0+00 1+00 2+00 3+00
(a)CENTERLINE ROAD PLAN AND PROFILE
DATUM ELEV VJ
4700.00
Ohm.nm 8m al
No *0
NO a CC;
0
4 0+00 1+00 2+00 3+00
0
Q-1
%�RP,
d+�
CUL-DE-SAC
-4 Z D,
(see spot elevs.) I. IK
IV
4741 LaDUKE STREET PIN AVENUE P
F-
-OT 0 -0. ----1.5469,'.
> zo- -0.6
co�d %
a6 05 HP .5 -0.67 -0.518X
16
71� ul -0.5 5X 11 q:l 4740
43 , --- r 1-1
��;,l 9/ Q)
0+ +� 1�1' /-0 A
473� 4p=1 C�
11
Tk b,
DATUM ELEV IV
4725.00 4730 x
OD
Lo lV ui
;
cl 7,n "6 06 ui
1`15
IF
0+00 1+00 2+00
(�j)LEFT AND RIGHT TOP OF CURB PROFILE
A64.2
SCALE: (1"=50'-0" HORIZONTAL) (1-=5'-0r VERTICAL) Drawing Date: 1/2/07
DATUM ELEV
4720.00
OD
0+00 2+00 3+00 4+( B 4■
AS-BUMTI r.-- LEFT AND RIGHT TOP OF CURB PROFILE
01/02/07 A84.2 (1"=50-0" HORIZONTAL) (I"=5'-Or' VERTICAL)
em Ket ntioro
qg IPJ
INSTALL 12-LF'OF_15" PVC and 3 C Ohl^,
STORM SEWER PIPE-00.50X 9 LQ�[4'.� ONE
I`) f
O O Q (r -7�ti2 _SJ_Y�Ly _ -I (1i MARK A. �
g LVI I �_
$r J J n( n CHANDLER
SEMENT w 1 42'x90' " "y�9/
YI IY
` INS 38.6E LF OF 15" 1 1 II! II S-
STORM SEWER PIPE 00.50% r /i IIl6 II k C,'
_ _ . EER pyiO;
T11
D
-- -_� - - --F � Il Oc , -- - Sheet 12 of 13
+
-------------
CO E
" t
INSTALL 497E LF'OF ES"IF VL- '�II ' \'7� X15TING N LE LOT 1cl
__________ __ _________ .T c
0 I T
m
STORM SEWFR F PI' 00,oR . h L I II I }II I STILL 3 4 L
I .-A-
ADJUST � I)) I III TORM R - 3zPI�T�IJG 9. Q I �\ d-
I (!) g LL e
GRADE RINGS/ INYAI: 24 LF of 15" PVC m y E
BARREL SECTIONS ON STORM SEWER PIPE .50z _ r �� INSTAL 4 OF 21"-wc 'F•b�' 1 +
EXISTING MANHOLE .. I _ �Ti STORM s RIPE o1.273z, 'I'�w: '- �1 7.29
EXISTING RIM=4738.42 i"i _ _
- CSmn
NEW RIM=4738.67 Tt'` BAR kSECTTIIONS ON/ 82
l p�
C EXISTING MANHOLE
EXISTING RIM=4739.03 A 'y .p�'f' g '
4i41 NEW RIM=4738.60 ,5'ya°1,ah � O If
����1,y9I, b ,r) bx0ry p0O a1wy t°P W
p0 }00 a0a a a1 a1'S e a1 y'h
°x�p�`'�eee ,xa pJ��S'�'2`'� y°y..a°�Qe- 0°y G�°•�1�^tia �'°' 05.�o?a1� p 1 ?s s i �w
a
.leP
RENOVA LANE F� ` ` `� ��� 1x`7'a�G20QQ �I
o
e
F..�6 EXISTING GRADE �
4740 - -- - --
-------- - -EX15Y1"�GRADE 1 7.
li ST RM SEWER 0 0.380% SL I O a
C/]
365.27--tT�-� --- .-----
STORM SEWER•O 0.2279. SLOPE
0 o INS L 94 LF 2� 5 8" 88.15 LF 18" S R-35-PVC
�aa x 4 3/4" RCP ARCH STORM,SEWER O 0 386% SLOP W
am �m CUL R O 1.OR,SLOPE. may .yo06
4730 II n ' II FL_ry1=4733.26 ko
3 4734:
+wn wn1Oi xryy'PO r k y F+..I
6 J �tcQ'g0py
40'V.0 cr,�c,VJ�a11�y
PVI STA. 1+ 4.8E o
ELEV11` 2 h
N
36.22 B --
ryxp oQO.�,��h ry `" v' w r7l
I �JS F1��yo m >
DATUM ELEV
.a m .a m .a m .a .a m a --mi___-
a720.00 �tia tia c5a ic�a man' c�a �a cva cn� Ira �¢ dw. �� 6a
µ Mlim N14m Nl�m nll�m rtLm �I�m �Fzm �L,20 ml�m Mlim Ali al Ml�m µ'�F�m 04m NIO ip
- Ym)M I'm1M MM µ µ µ µ µ µl.-•-... µ µ Om �Ool OC
V 1
MNh Mm� MOIO MOIµ Mu�O MON MHO MON MNO MOIO MNO M�Mm Motµ Mµpl MI'- M'
lia" I N. r IAn t`ISO r ON n NVI h 0n n 1`0 1 ;�M n no n m0 1�' n''d
Co.
Wb ron 011� mn rnn rnro OCO ai µ µl µ'Id
,MM MM MM MM MM MM MM MM µM IµM µM
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+0
nCENTERLINE ROAD AND STORM SEWER PLAN AND PROFILE a �i
A84.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) � F-�
GJ00 0Ep\0JS
0'a p�Jy -P why
,yh o`O ap ape
y ry 'h�y� `i°• h� 619 a1'A^�'h a '�'h �O' 6` 1 xrya aa1 ,1 x�``a1 ^ O
RENOVA LANE 5 pT7 a1a yx7 a �} x0ry� a1eA1 �� A
x �,?-- y x a6oa a1 4 x
a \
F� 4?'xrya� E XIS ING GRAME
//I 0.530% 0.50 -Q5 % Vl ,may
4740 ----- 0.502R IC~^I
- -- 0.50 0
-0.503% 0,5021. -----1` R: _0- --�530%
_ P P 5 D GRADE
-0.503% _- �---- 0.50 EXI I
Q1 C
yy 5
41
yh .
� 4Z00ry 'y x0ry. a1 ----_ 0x VS�a1'SO
VJ o, b y.
px `gY1'`.10 T.,^ 6� � yry• J`'
to may' ''I yxp\a 1eA ?'R• xrye.�� a0 aka'`
4730
J M w xq OQ'S py' a'� Fy ry• y ro h
ry
w40'V.0 yx 1 yry• J 0`O V 1
PVI STA. 1+ 4.84 09a° ps'
ELEV-37. 9 x V�e�aa1
x1a a°
DATUM ELEV
4720.00 Drawing Date: 1/2/07
µ M N N n n Ip of M N M µ ID N
n n n n n n n
1+00 2+OC• 3+00 ;,,r'�'. 5+00 6+00 7+00 8+00
2 LEFT AND RIGHT TOP OF CURB PROFILE ABC
AS-]BUILT AB4.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5--0" VERTICAL)
01/02/07
4857
�oF,nt�
1. MARK WE
EASEMENT ALL STREETS EASEMENT CHANDLER
LINE LINE r;¢'
': 8ES r
SEE SHEET C7.0 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS 1 30' t 30' `'b' y�/i7Jz4� `�'
EXISTING GRADE - y"9l Ec$sic�p�'�
EXISTING GRADE EXISTING GRADE ----- 1' 5' 8.5' 15.5' 15.5 8.5' S' '_ 1' F,, Hyp`
uo 4:7 INSTALL 4"OF 3/4"ROAD MIX 5'-0" GR,D 1/4"/FT 3%SLOPE 31i SLOPE. 1 POE
OVER COMPACTED SUBGRADE Vggy1/4'y1rT� GR WE.
TYPICAL DETENTION POND DETAIL nTRAIL CROSS SECTION fS SIDEWALK SIDEWALK APR S Sheet 13 of 13
NOUS
AB5.0
SCALE: NTS AB5.0 SCALE: NTS SURFACE COURSESPHALT
3"OF 1 1/2"MINUS � m�E
k' 6"OF 1 1/2"MINUS GRAVEL BASE COURSE m m 8
CRUSHED GRAVEL BASE UNDER CURB AND GUTTER m n d
COURSE OVER 12"OF C dmi
0 6"MINUS PIT RUN
`g
a COMPACTED SUBGRADE P o z
J
(n t
cp NO1ESS U
3 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1 C @ r'
RESIDENTIAL DRIVEWAY APPROACH. (0 of
z 2. SIDEWALK AS PER C.O.S.STD.DWG.02529-10 AND 02529-1 L in &n
3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC.02223. C
(TOPSOIUNG&SEEDING ON CUT&FILL AREAS ON
PROPERTY SIDE OF SIDEWALK) IU v
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE C a
24'- CONDITIONS AS REQUIRED BY ENGINEER.
2• adNm Mll[EOII
9.5 W
0 TYPICAL STREET SECTIONS
z38^e �
1 POND Og AB5.0 SCALE: NTS o ASS z
L )TOPSOIL: R a R/I 45- SLOT YADTH=POND/3 3.55" POND *7 SLOT 1MDTH=POND{7 0.34" POND Mcg SLOT WDTH=POND q8 2.09- „\'g a
J- y/t m 1•aarr
•Q, �� IFCO/714 OVERFLOW GRATE BERM IFCO/714 OVERFLOW GRATE BERM IFCO�'714 OVERFLOW GRATE BERM
%� ..`. 4.a •4 •P 6 7.5" TOP POND TOP POND TOP POND
g9" ,.4d '4. 4 v ELEV=4736.90 -- --- 21 OUTLET PIPE ELEV=4736.90 15 OUTLET PIPE ELEV-4736.90
4 O O O O 1 15"OUTLET PIPE
O O O O O O O O O O O O O O O O FABRICATED STEEL FABRICATED STEEL TF7TED STEEL
CRUSHED GRAVEL O O O O O O O O O O O O O O O x24"IMDE o
O O O O O O O O O O O O O O O O 21"HIGH x24"WADE o 15"HIGH x24"WIDE o ,-1
BASE - 3" MIN. O O O O O O O O O C' O O O O O r IN
GRATE m INLET GRATE F/( INLET GRATE _O O O 0,0 O O O O O O O O O O O --II ►+r
Z FL DUT=4734.90 < FL OUT=4734.80 FL OUT=4734.90
SUB-BASE COURSE
AS REQUIRED
, i BOT.POND BOT.POND to
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ELEV=4734.90
POND
ELEY=4734.90 ELEV-4734.80
/�/��/A���/��/A LE
qN AND ounER NOIFAa COMPACTED SUBGRADE _ __ ___ _ __ ___
I. Subgrade.r b...coupe compaction shall conform to section 02230(M.P.W.Spec.., 1996 ad.) Q
2. Contraction join!.shall M placed at 10'intervals aM.hall have a mW..m depth of 3/4'one minimum width of 1/6'.
3. 1%7'a.pansion joint oterial Mth be plxsd al II P.C...P.T.e, urb returns and al not more Than 300'intervals. The
e pansion matenal.poll extend througn the full depth of the curb aM gutter.
4. No curb oM gutter shall a placed wit"ut a f'mol form inspection by the City Engineer or his representative. !D"DIA. 4D"DIA. 4D"DIA.
5. Coxrele shall M Class M-4000.
6. Crushed grovel base shall meet the requirements or Section 02235(MM SPECS,1996<d.) For curb and 48"DIA 48"DIA. _
g=replacement projects.washed rock may be used for the 9ravel We. .
4"THICK PRECAST CONCRETE 4"THICK PRECAST CONCRETE 48 DIA \4'THICK PRECAST CONCRETE
CONCRETE CURB AND GUTTER DETAIL OUTLET CONTROL STRUCTURES N
85.0 SCALE: NTS C.0.8. STD. DING 5 - A85.0
SCALE: NTS
W
Frame and cover to be either Caird No. 52441, MCI 305 frame,
305A cover, or IFCO 772 frame, 772-8 cober. Covers shall have
r7" 1" pick holes. rAW�1
Adjustable ring NOTE: All joints between manhole sections, manhole ring & '
lop section, and around sewer pipe into manhole shall be
wotertighl. Jointing material shall be"Rom-Nek" or equal R = 15
for all joints except between sewer pipe and manhole wall. --.CK a
a, �I
-0 m ti FBI
5" 5" B 4
4'-Cr DOAEL wnH 2A'No3 !e I 1•(Tro.)
Precast reinforced concrete manhole riser REIVR Y Mro fYLN
and eccentric cone lop manufactured in a cups,S CLEAR C
\ Mahole steps of accordance with ASTM designation C-478.
!/ 16" centers ,
T.
Grout invert to apringline 5 "T� ldt0 IMx. � e' %tTTP•)• `I/,
of pipe it gap between E � ) •�y
pipe and banns! r i
greater than Sg _
lCA1D i� � r77
Pre-cost channel I•, •I
INVERTED CROWN STREET �� 4"THlcx I =` O
(mi (�/vimn
9 9 VU�ic�I,C �,T W,u�TO BE CONS FUDT O�aN DREDTAPE �ftPWrxp. flow I'i 0
N= SMIf-.Coh ^.per fo , M Na SURFACES EO LnNC WnH AaYa. NOsrr
El! toward h n el.See CcNEMNO THE ENME WD1N AND DEPM I THE RAMPS, ne
o o channel detail. Flexible goskeled joint (typical
2%SLOPE 2%SLOPE I f for precast bases - see detail)
GRADE GRADE
RCINrareeE eoNwErt w RAli6 rmN sT L 1.0 N)
VAR1 _ ffS A nBERNESH`AT Q�1�1/�./C.Y. (gplUy LOGTpN)
Channel = dia. of pipe w H. �(
3" BITUMINOUS PAVEMENT 1Y- 5•-V (�1Y
N3" OF 1 1/2" MINUS BASE COURSE _ __yr-{_,��__T__ _ TRelS`X)N To RDRWL sne.- TOP OF CURB I
9" OF 6" MINUS SUB-BASE COURSE R� Precast or poured-in-place bas SIDEWALK
COMPACTED SUBGRADE Poured-in-place base, minimum o
/4 bars - 1'-0" c-c concrete thickness below pipe is 5•AN ING 1 FLOW UNE 5.5" NO LIP J 55
8 inches. Precst base, minimum LANDING /
5'-4" dio. thickness is 61 inches. All bases vARIEs SECTION B-B
6 ALLEY CROSS SECTION - (min.) reinforced as shown. NO LIP IgBtAlE
AB5.0 SCALE: NTS Radius.1
2 - O
hole cuw
AxorAo f 1n o
Slope at 1"Per foal ICONCRETE \RAVEL scrwx sorwx
Channel to full RAMP Y c BASE(TYP.) \
�pe eeptn _ SECTION A-A
--�" NOTE: Storm drain manholes shall ND Ill - "-----•----• DraTuing Date: 1/2/07
not have formed channels and the
Dia.ar �_ lowest pipe invert shall be 9" higher SECTION C-C
s CON9TRUCTIDN
4 than bottom of manhole. NOTES: NO 11111 w S-d.rd.pyli..eon n-ion,.i1n m -cub R-t 5',-almin.5.5'M.Ievordl.
• 2. Ramv aM curb.an be poured mandilnk pst
3. Storm drain i bla.hall be con,W"i upstream"of r.mpa Attem.trv.bc.tron.psrmlltwe Dory Upon City EngineeYe approval.
SECTION A-A s. sia<:mk�t..-h,11
w.5.hco of exceed 21L AB5m
7T
�SANITARY SEWER MANHOLE PEDESTRIAN RAMP
,�CrO_BUILT AB5.0 SCALE .B. STD. DW: NTS C.OG. NO. 02722-1 A85.0 SCALE: NTS C.O.B.STD.DWG.No.02529-8(MAY 2004)
01/02/07
#04R5,