HomeMy WebLinkAboutOak Springs Subdivision Phase 1 nwwo a u nu I I Ln,xmur I _
FOR OAK STREET
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PROPOSED SANITARY SEWER MANHOLE 11 `t r I Y• -- _ I J
(44.20) PROPOSED SPOT ELEVATION LOT 144 0 - (
ten,- PROPOSED DRAINAGE DIRECTION -_
(DIRECTION OF DOWNHILL FLOW)
W PROPOSED WATER MAIN LOT 13 - _ c
__x PROPOSED FIRE HYDRANT
PROPOSED STOP AND/OR STREET NAME SIGN -� � 20+ ti LOT 1Q �T-- ' ' - --
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C1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN
C2.0 - SANITARY SEWER MAIN PLAN & PROFILE (MEAGHER AVENUE AND PALM STREET) I I o � ^ I^� -� N I� I ~ I "TemQe. �e�entio�.
C2.1 - SANITARY SEWER MAIN PLAN & PROFILE MEAGHER AVENUE I _ - - I y to o c o �*010 o I c ii, Yon
C2.2 - SANITARY SEWER MAIN PLAN & PROFILE CORAL STREET AND PIN AVENUE �` -J } L-- _- , - 100 x 54
( ) I � IJI�I�I�I I I
C3.0 - WATER MAIN PLAN & PROFILE (MEAGHER AVENUE)
C3.1 - WATER MAIN PLAN & PROFILE (MEAGHER AVENUE CONT., ANNIE STREET AND PALM STREET F..,�--3� -Annie §trect � �°ry 8
C3.2 - WATER MAIN PLAN & PROFILE (DILLON LANE AND CORAL STREET) n • i >t va.. MCI �C
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C3.3 - WATER MAIN PLAN & PROFILE (PIN AVENUE AND YELLOWSTONE AVENUE) -` "- -- - �_-
-- --- -----� 1 -- ---- - --T-=- --L-
C3.4 - WATER MAIN PLAN & PROFILE (OAK STREET) - + 1 r
C3.5 - WATER MAIN PLAN & PROFILE (OAK STREET CONT. AND CRYSTAL STREET) -
1- I I I cD
C 4.0 - ROAD AND STORM SEWER PLAN & PROFILE (MEAGHER AVENUE) o 0 0 0 0 0 0 0 0 o o I I
C4.1 - ROAD AND STORM SEWER PLAN & PROFILE MEAGHER AVENUE CONT., ANNIE STREET AND pLM
- ROAD AND STORM SEWER PLAN & PROFILE
N LANE AND
C 4.4 - ROAD AND STORM SEWER PLAN & PROFILE (OAK OSTREET EAST)CORAL STREET) L�^ T _- -= 1 r -_ _- ELT - W -
C4.3 ROAD AND STORM SEWER PLAN & PROFILE PIN AVENUE AND YELLOWSTONE AVENUE)
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C4.5 - ROAD AND STORM SEWER PLAN & PROFILE (OAK STREET WEST) I-
05.0 - DETAIL SHEET o o 1 t o 0 0 0 0 la
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GENERAL NOTES S�{ T s `) -I
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1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH -- T� +m _ -- ,�`};/���� J_t
EDITION, MARCH 2O03 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS 5TH
EDITION MARCH 2O04. I I I I I y l I I I I I I I I
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. ---
Ioo _NINI_NINI 'IN INININI ro
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE (o to o Io I I o I I of o I o 1 0 1~ o I`o (of 1 =j Ix I
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT _ _ _ _ L _
AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE -� -� r-t- -�-� �- -� t -�- --17
WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY SiK L .•�. :.-
THE ENGINEER. -- - 7 •�•r�. � t, - - - - -- -�-- (lf '; 01
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE ( I I I ! IQ I
BEGINNING OF CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING ,n d- •-, N In < r, N o I 1
AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. is o l 0 o J o f cl _
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. __ _ _ _-ii _ _ L__ _ _ _ ___ _ _
7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1.
8. BENCHMARK: FIRE HYDRANT 111 1097 LOCATED AT WEST SIDE OF NORTH END OF MEAGHER AVENUE ' _ {!• I _ - _r' ;i _ - I T I
ELEVATION = 4759.52 "STAMPED FLANGE BOLT", CITY OF BOZEMAN DATUM
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. --I._
- --- ---- ' ----
10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. LOT O I 1 I
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY I rn I - N v DRIVEWAY _ ;RIVE CO
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
0 12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT of -' I OT 11 BENCHMARK:
m CONNECTION POINTS. I "I 1 I __ I - 'n TOP OF ARROW BOLT ON HYDRANT
u 13. EXISTING MANHOLES ON OAK STREET, MEAGHER AVENUE AND DILLON AVENUE - - - / I _ ! /I -- - _ - v, FIEVAOIONBOZEMAN DATUM)
WILL REQUIRE BARREL SECTION OR GRADE RING ADJUSTMENT TO MEET CITY STANDARDS. K 2 �' r _ 1`I -f
OVEI�AL LAN CFI GRADINGbRAINAGE PLAN 6'
LIN
J SCALE: 1"=80'
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SEWER/WATER/STREET PLANS -
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A OVERALL PLAN AND t
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Engineering and Surveying Inc.
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O BOZEMAN, MONTANA www.c
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MEAGH R AVENUE 9+69.2
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. I a)SANITARY SEWER MAIN PLAN AND PROFILE
0 0+00 1+00 2+00 3+DO 4+00 1-,400 7+00 8+00 9+00 10+00 C2.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
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nSANITARY SEWER MAIN PLAN AND PROFILE AB20
C2.0 SCALE: (1"=50'-Or' HORIZONTAL) (1"=5'-0" VERTICAL)
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11+34.9 11+16.1
• DEFLECT SERVICE 11+83.7 11+72.0
AS NECESSARY 12+31.3 12+27.9 _J
TO PROVIDE 12+92.6 12+93.8
CLEARANCE W/ 14+24.9 14+13.7
STORM WATER MAIN 14+87.1 14+63.7
15+49.4 15+13.7 v 3
•16+11.6 15+ 3.7 O
16+73.8 16+13.7
17+36.0 16+63.7 I�
17+98.2 17+13.7 0.4
18+60.5 17+63.7 a
19+37.5 18+13.7
18+63.8
19+23.8 _ -
19+92.9
20+19.6
20+44.6
20+69.6 ^)
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FL=35.14 E ISTING 21" C O 0.15 SLOPE FL=30.74 8' RIGID IN ATION
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3+29.5 y�l�' 0 6+67.5 6+86.9
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PVC .4114% PE 256.06 L 8" SDR-35 PVC O 0.402% SLOPE z 8' RIGID INSULATION
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--- -- 5+00 6+00 -- 8+00 9+00
3 z+oo 3+00 a+oo 5+00 s+oo 7+00 6+00 2 SANITARY SEWER MAIN PLAN AND PROFILE
SANITARY SEWER MAIN PLAN AND PROFILE C2.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) - AB20
r C2.2 SCALE: (1"=50'-O' HORIZONTAL) (1"=5'-0' VERTICAL)
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_ RESTRAINED LENGTHS 10+61.8 0+34.9
FITTING MINIMUM RESTRAINT LENGTH 11+717 1+ 6.
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LINE 5 14+71.0 5+04.6• • DEFLECT SERVICE
8"x6" TEE BRANCH 2' 15+33.2 5+80.2 AS NECESSARY
TO PROVIDE
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AS-BUII.T AB311
C3.0 SCALE: (1'=50'-0" HORIZONTAL) (1"=5'-0' VERTICAL) 8/23/06
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16+57.6 16+03.7 fJ] a
17+19.9 16+53.7+ + DEFLECT SERVICE
17+82.1 17+03.7+ AS NECESSARY
18+44.3 17+53.8• TO PROVIDE
CLEARANCE
19+14.0 18+03.8•
SEWER MAIN
18+53.8+
19+08.8•
19+83.0
20+09.6
20+34.6
20+59.6 cy QO
20+84.6
21+23.0 �OPy4PjP
MEAGHER AVENUE 4760
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3/4" WATER SERVICES ^
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r rc ,d vi Aa < n Mi n ci a a e o ai �r C4.i
SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
7 _ AB4o
1
+00 1i+00 18100 19+00 20+00 21+00 5 LEFT AND RIGHT TOP OF CURB PROFILE
4 LEFT AND RIGHT TOP OF CURB PROFILE G scALE: (1"=50-o HORIZONTAL) (1"=5'-0" VERTICAL) �S B T
8/23/06
C4.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
#04857
i?
F+
1 LO 1 _
•fir � cJ 14 J ,�.
13
J it x ------- ---- - + 1 I - ~; . ~ i
C? _-' f I C I O I r I O u
�1 - a ------ iv q :�' c' ` 1 j I
-- - 3 - !' --- ---- ---- -____
- I
ME�(
Sheet 13 or >7 tre
-
__ _____. r m m E
A T 1 -r 3+ -- LOT 10 Y SYANO ----- - -- - - -------r----- - ------ - W
__� 13 ,
1 --
U" � I I
D BA�2RICADE Q
vc Ho.ose,o-2
............ar
MM M
. N N
1
T 2 � �
I 9
I
-
I� ', �g�m
NO E: EXISTING MANHOLES ON DILLON LANE
WILL REQUIRE BARREL SECTION OR
\ace hh\h GRADE RING ADJUSTMENT Ppc)� , 'X oyL g�� C)f
p p 0y, P�R1'pRo. R '�Q-ct° acda a'h O as p.co\' W �
JQ0�,r,Q-d Gh0 \x1' opOdR1 ,0ry •(� `a0 4Y.yryd R1h1 Q�p 0h 6 \ry �h y'?° R
Oh• �!� G h.0_1'y`° \ O J ,Sx ,r°? Cw 6k �.� y0' p0 a1 00' 01 O,�O'S p1 a1h � oei
L1 1 \ d h
d 1� \O' G�a 9' J \ i
O 1 hh. F`•\,F'�d xe`Y C)° ai \t\ Cw R1 R1 ?�D ryh a'L1 hh �4"R.S. � �+ ��t„�, h9 R15 1x p Jd 1x 0y.
q�c?R1 ,� 4�, dh \. \R' 0y h `� h d P '7 01 \'L' 1 1 O a• C3'F,
��d 4p1 10 a1R h �p1 ROkO'. 4Q' \x �J ryry cQ'Jd° \'S Q Ja __ 'S0 OpoJ hyF
\ x x P P CORAL STREET ry o Fj
4740
xh J \ R a 0 Cx, 1' O k'T• a ? V 'y �i Cx,
rya�QP�"1DILLON NE0 �� 0"0hJp0�°p��eP Rhti p0'R xa0 �mR1 0Fc3`�F� o Jr/51
1x �\a J9 W, GG4.`1'S.y1. Ox4�' 0. R 0.506%
GJy 1 _ FUTUI E GRADE Cw 1.6007= I-0.504%PROPOSED GRADE
k
0.503 HIGH POINT ELEV = 4737.83
�`' -- -
0.8537. HIGH POINT STA - 3+99 50- W
0.493% a
1502, ROPOS D GRADE D.504R PVI STA 3+97.89
3.95 EXISTING G - ----- �" A.D. - -1.069 1J C)
_1 _ ---- 4740 PVI ELEV : 4737.91 -�-
LF 18=- flit--�`- -2a6.40 LF 15"-SOR'35 P + -
107. -Tf-iB--SBR-35--QYC.--- --6 0.391% SLOPE _-- XISTING --
STORM SEWER ® 0.380% SLOPE TORTT-SEWER K = 56.120 - ---- - F"'
-2V_
--- -_ - z
4730- _ - _._ 16�. .I --1 - - ---._ _..._ O
HIGH POINT ELEV = 474 1.1 1 L POINT ELEV = 4740.78 pr a
HIGH POINT STA�+64.02 LOW POINT STA =-8+53.72
PVI STA = 7+64.06 PVI STA = 8+53.78 n O
PVI ELEV = 4741.17 PVI ELEV = 4740.72 n n + ^ - U n n N n
A.D. -1.002 A.D. = 1.006 n a a p
K =149.922 K = 49.724 ovi 4i a0 :ii w 00'0 � �.o iA�
_ -4730 c� o L) oo,� n ='6 'I'd O
IJO� I 15 UCI __- - - - nl"� n;:; ^.n n njM nn
\ay 'S11 2+00 3+00 4 I n° + 6+00 7+00 8+00
o 0 0 01 m m w \1 eta •. __
_ CENTERLINE ROAD PLAN AND PROFILE�I 6 O m p ----- 6h' 1 y
+ n M+ n + n + n x JQ0�3 p66ti 2 -
n a I a m HORIZONTAL) (1"=5'-0" VERTICAL) W
U U U> V >U> c� >U
W m m W W F�
DATUM ELEV
. --._- _ 472000
t0 ty1p O rn 0 0 M d tV r N n1p p,�
cI
p pp ap ap p.p as ad as a'e as as as a'.a a
i+oo a+oo 9+00 CENTERLINE ROAD AND DSTORM SEWER PLAN AND PROFILE 13+00 �pPO�JS y Jy pPo\Jh Jy a O
C4.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) PO\J�i p0 �"'.t O POJ a \Jy �,� y�.� y�•�0p �pOQ`� -W�l �� Q,
GJ� Q-PO 5 O�"� O\J P' pro a. .oh.\.' \.' O .y, 6`O 1• � a h0 h
J p Q- a h h � 0 •y1' oh 1^`P hh 1h
@a Q,D �C3p �a p4 �. �. O \J`o �. �. x'h da 'SO••� 'SO ,L1 \, xy a 1x Jy 1x�JO 1yh
0 0 pY'Jy p\ � 1, p Q• �\a PO h S h 1, ry ,�1R, h\ h.�. }h,1 \ a 1" �, h a Q
ti A \h \`' 1�' .�0 Q• \h \h 0 1� 1�\
\1` �• �~' O C? J°i h• h E R k QP" k h hh 4� 4J' �xA ,da
'� h '''� Q� 0�`'' pd` ,Vk• \h`O 00` ryryhh\' h�' �O r1h• ,ti61 ,oh` 'S�1 ryx Jd ryx Jd%�\' rr�� ``
\ �k yy \a \ _h \.' \. Q 1,6• 1 O 1 'J- � 't, xry a/ x\ k1 -�C' ��'p'y a1 F. ��'///��� M
V"' R\. _R• RO'.0'y �i �? ox ya \x dR hb a.\. d
o� �` �d g�4 ryry \ry , 4740 ry �, ' STREET
6D, \ 0' \
ya• R1 x° R1a h0. R1a CORAL
1x �d 1 �y° h eA"my' ,A" DILLON LANE x x , �, R 1s9s ICFT & LEFT cuRes-
- - g S° $ 1 -
4.00da1 x _
559R
`� 0.749%
1 y, H - Q.505% PROPOSED G E -0.71 R
p PROPOSED G ADE 1.025% o.512R 0.559% pQNT STA==+9.9.50 p -0,504%
0.50 -0.5 R 0.502% 47: t. , _
1.25 -- .4 - --- - - 0.505R I
O.SOO XISTING ---
0.50% - 4740 �y J S hQ` ;3+97.89 .,y�y ,p�•
G I L
h PVI STA -
- -
---- 5 h PVI ELEV 4737.88
h P01••Q- X S NG
,` p1, .51- p 1.Q- h• A.D. = -1.069 0 1
h h �• 0 \ P '10'SOo\ 0 20 ax O a�P^h 'S�•\p9 - _-_- - %\o�-�' '' 'tx^a\t�k yOhp
- 4730 1 0h O d•yA pP0,51 . f 0 \Jybe
h 'Sh 1 r
x Q-a'�9. P 1.,p'
,� Q- xry 1 -h ♦ p 1 Q• p O d 1 h � � x 1 h x !Q-PR1y
.p p• � de\da,,� y c?"�da 'ti° y h v�<y°ryx ��� a\y O
5 0k'J 9 h h \y. 0�• 1• 9 h h• 4. F,J rn � m M p J° ?Jd
`Lh\ 0 by\ -- e�0\h�Jh h� --- m n - co n ��ryry• Jh$i F. .
\`r \h V�'L• \J\� '�" a bh `�\0" O\a'L'0. J`'1 1 �" R' �1. � r r� � ' 0�".,,�R. PC)`y1.
a S0 PO R 0• h 4. L \x pP o M N M 1
\ x
Rob' ado• a\• 0 O ya Ory W\ p R1R \ a0�d a° pP a`l•'h x1h R1 x\`L• JQ`Ry - ti y!` {- �. n ... -_ y: O -
ry eA'a• 1 ? xb Q-1 y x 1 G 1 J
x ;a, 6 k 4, p a- 5'. \O Jd 4.�. ,\x �p k \h' 'L d_ L R 4730 �' 3 'w
1 � �- -- 0x'a. 0• 4i h `v�4. - - OF.�3'�'60, Jh.l�1 � r "! of U r mo U mo� o� 4. N n ri cmil rmi a Vl
hR•
x
a 0x�O dR1� \\�p,,dk1
2+00 3+DO 4+00 5+00 6+00 7+00 8+00
LEFT AND RIGHT TOP OF CURB PROFILE Drawing Date: 8/29/06
C4.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
_ DATUM ELEV
3 4720.00
0
iO a of o, o n No a n mo n n n
� ^ � B40
�_
3
7+00 8+00 9+00 10+00 11+00 12+00 13+00 A.S-$vII.T
s 3 LEFT AND RIGHT TOP OF CURB PROFILE 8✓23i06
C4.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) #04857
I = LOT 2 �
D
ohm ZBLOOIK i
--- --------
1Em►1
-
i Ii�Io�V
—
`l
n--
I
I1.11.11.11711.1111*I1.11
I° I �' ' j 0+ �I �mD Sheet 14 of 17
yy
O
- - ---1----__ --- I
o . c-- - -----'- ' --- -_- `--- J__-_--I------� �
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WID SEWER AND
_.
_ -� �2 +men No. 2 %896 Avenue—,
/
r
' r CCCCCCC��������
- A ----- -T -----I N_i _ LIf 1�1 -I .�yI m cr _ fO a
0 a,;,
yxN 11:: b^ �1b YELLOWSTO`iNE AVE E �y�°� W
se � 3�
k ppP ry k '�'g
41�
, °pry a PIN AVENUE y�o x�e e ��q^yeti
a7a0
GRADE
_
4740 -- - - — --- �� — -0.502% FUTURE RADe.
GRADE 0
_--- PROPOSED -1.41 PV' STA = 24+3 .32.32AIIE-- 3�549 r�-I C a
PVI ELEV - 47-17.10 G G FFFO---III
-- --------- ._.—__A.D. = 954
EXISTIN RADE� E~
RgpE 4730 I jOC, VC I
4730 r ^
m r
N d + M
al � lJ
DaTUMELLI
472000
0 0 o W
4720.00
a an r roa ^n ^ ; ^� ^ n^ ^� n^ ^? n 4 V1
Ia0 �:� M Obi r a N rn r
3+d d� M M CEENTERoLINEGRO E
ROAD(PLAN AND PROFILE
z
� -
00 4+00 5+00 6+00 7+00 8+00 9+00
I
(::T:)CENTERLINE ROAD PLAN AND PROFILE a O
C4.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-O" VERTICAL)
QP QP y ^ �)
y W
oo� �\J � YELLOWSTONE AVENUE I
.�R •o"O, fQry at' \JZ 4750
x+j' qb1 �J Pam- �Ci J
boost'. b PIN AVENUE �1 mot, doe �s o P° �G�� Jy e o v� O
o �y -- — ,y �ry
,q ��b,14 �� b^ �y �h �a
��. �Jq ^IPb•�}•5\b, 0y 5 may' ryyx a�o,. .y`L
- .50% F>• �5�`'x'S' qk1 �rJ,a1 ^��'ay. ryy6.�y. y°j �J°
__ �,vbx�gbrybx q 0,6, h°,ys
a
-o.soz GRADEROPOSED
-o.aa' 4740
con
^
4730---
V J
b,4
66.1 4730
x�b. g',
ati
o _ATbM ELEVi�Jq. `Ly O�V'jgbO.y,SS --
4720.00 — �` 00• �yy oy J�o i Drawing Date: 8129106
IR OI' M tp OI M x h ry
Q1 0 a, DATUM ELEV
0 d M M M M M M M M M M M M 4720.00 N
3+00 a+oo 5+03 LEFT AND RIGHT TOP OF' 8+00 s+oo
CURB PROFILE �'
400 24+00 o0 16+00 AS-BUILT
ABC
5 c4.3 scu: (,"=so-o HORIZONTAL) (1"=5'-0" VERTICAL) 4 LEFT AND RIGHT TOP OF CURB PROFILE 8/23/06
0 C4.3 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-O" VERTICAL) /J04857
�7 Ll
� l,OUFlty I'
PLI ZONING °
INSTALL 4•WHITE EDGE
LINE THRU CURVE(BOTH SIDES -
INSTALL LEFT REVERSE
PROPOSEDIAAIL- r�
CURVE SIGN(Wl-4L)W/
.! BY OTHER 25 MPH(WI3-1ADNS3R Y SIGN
PROPOSED 20'/ WIDE STORM SEWER EASEMENT- INSTALL ROAD NARROWS
PpONpp���WIDE DOUBLE 1 rN ITE PLAINT INSTALL(VARANT)r Sheet Of E7
LINE5 THI CURVE(PAINT) --- _ NSTALL �TO BE DONE
-. -' --- -- TOP 2980 -� STALL 298 LF 18' INSTALL TWO WAY IONCCRRETE CURBS PER MIDOT Y WESTWINDS) .5 C m m o._. IQ
~t7�g_ PVC O I. SLOPE TRAFFIC SIGN(W6-3) WG.N..609 10 8�WHITE,PLASTIC
u
INSTALL 10�2ON
RETE' --•- -78�_._.__.�, _-_ -__...___.._... ---- --.---.- ____ ___--- _ 33 Z0 -_ 24. PAT---fNSTA YELLOW _________.___ @ N O1
-- WATER BRICADE POLO -- -- �`Ly(' -YELLOW PA ------- ---- - -
._._._.- _._. ._._-._._._._ 28.31 30 L 18 1. _-___ ___ --. __ _____ __IN UNE�AROUNDLSLVAND (THISIPROJECT)
PROVIDE REFLECTOAND; _ ._.-_._._._._._-.-._._._.S._._. PVDTSL E __- - --- 4-1ELLOVYPRINT - - _
________ ______-_ ____ -
__ __ _ __ RIVING LANE In OO
•
B.3BR
,1 m
-
_.-- - -- J W _ _ _ •-
Y- INSTALL CI7TANDARD cN - A _ - Cn _ .. - - m + - -_ H-7�r.� - _ ��� '_ S) LANE _ ► D _
+... DEAD END RRICADE _-_ --. - -_- N C71`� '� O _ 20'o- .---- -- '
COB STO DWG .b98TR=2-7----- ------
CDN 3
p
11.
a[N T ---
O I/N TV; RIGHT REVERSE -`� -_
"�-- 1.5'DRIVING
; 5
CURVE _._._ 'C
-- INSTALL DIVIDED ROAD --MPH ADVISORY SIGN - � --- iP
R8(BPTH SIDES / [ n [ f SIGN(W6-I) 'INSTALL FLEXIOLE REFLECTIVE o DEA D EXISTING
LEFT•SIG -7L, 0•x3 ) -
_ r- _,__ _ f ___ (,r_r_ i _ JV Lr� I'J I-- ' AP TO AJOR SLOPE o N NINS RE)AD END
INSTALL I*LEFT�RLSANE M30" ORN/ C -c
'TE
Oo C PIPE T SOUTH T---- - - - DELINEA S(TYP.) _
_-_ O - r I NSTAIP FlLE TOItSR ))C71VE�__ _____ �AINAO OIOR SLOPE SS_ _o_________ ___ __ ��. _.O ___ o INSTALL
7HRUHCURVEGE *�___ W ffi S
nL L ! dEL O H �_ �l 4729.44 *_ J_ { -I__. f ____ -_
LINE
______ N ( __ _______ ________ _ - rxc•pp 00 $
O �. -'... - S7i�L 50 LF OF 8•SS •
MAIN O 0.40R SLOPE TO l - --- - g g g$
PROPERTY UNE
PROPERTY LINE �; -- _
INSTALL ASPHALT AND
LIJ I REMOVE GUTTER
.•
Z CURB TO PROPERTY LINE �I
.�{� � I Cn CURB h GUTTER
ff—INSTALL LEFT REVERSE
M CURVE SIGN(WI-4L)w/ I N rTa/,
25 MPM WJ3_,RY SIGH
p (~
W O
a
G
� eA,
�xyyka y��aAy �X
��P�YJJ°A `7• x9q'` P��y'CSA rcn
�Pg1 RING ADJUSTMENT OAK STREET -DELTA=45'53'51' DELTA=45`53'51"
OAK STREET ti� b�x00' �5 `1x h ,' o , NOTE: WING ADJUSTMENT
REHBARRELSECTIONTORGRADEREET _
---
�0y a�oy°A 1 Lao.
x k
gg 2'1 40
�~ ELTA=36'52' 2'
DELTA-36' 2•_ +0: - ------ ..
_ ----- 'D.500% 1
HIGH PROPOSEE DINT ELEV 47 5.57 D GRAD - W
_ -"' DINT ELEV 4735.49
-. HIGH OISNT STA13'.73+ 1.05
3 -------� -���i -REMOVE EXISTING HIGHP01NT-STA = 2+82.09
--- ----------- -R�q�L{V- 5.6 EXISTING RARE __
- PVI STA 22 82.09
46. 0 15" SWER35 I _ -- - ? ---�- ---- ':,CULVERTS Q OO�HSLOPE. 1 4 35.55
P STORM SE K - 50.000 LOWPVI05T, E-18+14.88.28 AND 24" CULVERTS AND --{---- A.D..D. -1.000 V1
A.D. --- - -LOW N 18+14.88 � PVI
A. - 1.000g K $0.000
-- - . .. ----- FL S-4729. II 50 VQ, I
p 0.369 SLOPE 50 VC
PVI ELEV - 4733.22 FL N-47
w __. IK = 50.000I I� _ < a - - 4730 Vl
x O1h' ,O 11 - - - ___ l
•y1�y yb61 Q M o "!
r0 ^
1 1 M + M
q• '�''h' w f I:i rn of _ I
k 1
p
Q 0 0
UA1 ulf ELE I'
4%J-0 00
rnm
N f O O N NM Nyj NM fVa Ma Ya ..� MIS M� M h:N �Y
^< N M MIN MN M M1,M N',� NMaj NM �n Min M� M'M M MM M.M MM M.M MIM MIM . M;M M M M
1 +00 a 12+00 13+00 14+00 15+00 ~ 16+00 ,+ - 17+00 l6+DCENTERLINE 19+00 AND STORM DSEWER PLAN 23+00
a
ROA
AND PROFILE O
C4.4 SCALE: (1'=50'-O• HORIZONTAL) (I"=5'-0" VERTICAL)
a
m
gDrawri V Date: 8129106
N
� NOTE: E GRADE SHOWN IS PROPOSED GRADE FOR CENTER OF EACH LANE,
TOP BACK OF CURB ELEVATION IS 0.04'BELOW CENTERLINE ELEVATION
o ON ALL OUTSIDE CURBS. TOP BACK OF MEDIAN CURB IS 1.04'ABOVE
Y CENTERLINE ELEVATION UNLESS NOTED OTHERWISE. ABC
c�
AS—BLULT
s 8/23/06
N
S /j04851
0
z\
PROPOSED 60' WIDE PUBLIC PLI ZONING PROVIDE 4'IMDE DOUBLE
>,SEMENT ACCESS & UTILITY EASEMENT NE$THRu DDRVE(PANT) sheet Ts of 17
FOR OAK STREETINSTALL fb2 LF
_PROVIDE REFLECTORS BALLAST
FACE RAND
__ ___ __ ____________ ______ _______- -__- -_______ _,_ _______ ___ ___ ______ ___ _________________________________________ _____
U
�r. U
PROVIDE CITY STANDARD 11 11 �� ,JO WIDE POWER LI /W , -
INSTALL 120'GRAVEL IJO PARKING ANYRME•SIGNS ON 1l\h III SCFCMAA ['D j INSTALL CI TANDARD E`-'L
HAMMERHEAD TURNAROUN ON BOTH SIDES pF OAK STREET(iYa?) a, INSTALL CITY STANDARD J vI ENT PER- Fm 271272. - O r �_— DEAD END RRICADE $
N coe.sm.Dnc-Aa 0981
-- 099E�"°in o"v?cBr l09a o 77 RF D { 5L8 �AR,} STD
aT�r+-
D m
OWER LI 0 o L sJOcw*7- OV LINK - - - _ - - p - m o
- - - � _ .._ - -- - - - - c S�
+.- + _ �E
3.
OE 1 O fl �
NO PAFM
-_I________ I _. __ _____ _ ____ __ ___ - -- __ ____ __ _ ___ __ a]+ lAV0/ G3 + C o 0 0 0 0-
o o 0 0 UI
INSIAII LITY STANDgFO, 2 OO �P� I"'�• - - _
DEAD END BARRICADE /- -.- - -COB STD DWG NO.D9810-2
a �-.:----.__.c.c.s - - - - --- - -- --- -- ------ - -- -- _ -
a - - -- - - - - ----- - BL
gBg
T OC 20 oho
- ' BL CK 15 21+G - - m
�_'
Detention, PVVCT0 .30 SLOPE I ' T 16 O
INSTALL 68 LF 24, , Pond #4;1; , �' --- _
PVC 0 0.30%SLp'-�'�. 1!! 0
.`1 11! C) IN I _ I N I I„7 I � I Lc-) I CN Cr¢ - - -
LOT J I N N I N N N I N I N I Cl.l - LI zz
--~ r /,-_1 ^ a
( iCiCi ( iC) iof q T 14
Q
I I I I O A-I
L
�a
OAK STREET
OAK STREET x 4 1
4740
� 1 �
c$^gy p vJ a1a1ry0. G R-TS
-0.500% - —� _ -- ---- - 0.5027 ... I DELTA=36' V1
1 --
0.5069
a
WIDE VALL 1.091% VC STORM SEWER O 0—:
SLOPE
GUTTERS 157.27 LF 21" SDR-35 PVC
4730 162.74 LF 4" SDR-35 PVC 270-19-LEI -35;PVC STORlr1-SE;`dtER-O-u35E;��;iLOF'E STORM
01.61 LF 1 SDR-35
127.8-LF DR-35 PVC STORM 69R SLOPE ---- - ------_ - - --___ O
-------_ 46. 0 LF 15' SDR-35
TORM SEW O 0.3837 SLOP - PV2 STORM SEWER
_ --�___ HIGH POINT = ,?~ 0.369Y SLOPE r ,
HIGH POINT STA - 4+21.95 LOW POINT ELEV = 4732.71 ,y �°�'
- W
PVI ST STA = 7+19.34
-- - --- I STA - 3+86.68 TA = 7+19.14
Vt-ELEV 4734.24
........
L
PVT ELEV = 4732. T A.D. `1 592 AyD. 1.007
°,,�°"aV�'a�'tiF'y0• ,� ,5�'0 ab K - 119. 71 K 109.191 �``aa1
190, C - 01,y�a1hR 6L a l 1 10' VC I E� 0a• ``�},a15he (F'�� Or
4720 ,�'F,ya +
F� ry0. �2 a a1 F�F,' a m n G..,G 11ry�• tO 00 a GAG a
m 00 ao
p+1�G VJ a11`tiry6� + a a a�' co + 1` 1
a a n a
nc'
500 Q
NN 0no0Ma1 0ah!'�nan c U U GaO
0
V O WN I
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
nCENTERLINE ROAD AND STORM SEWER PLAN AND PROFILE
C4.5 SCALE: (1"=50'-0" HORIZONTAL) (1"=5-0- VERTICAL)
V1
O
a
a NOTE: CL GRADE SHOWN IS PROPOSED GRADE FOR CENTER OF EACH LANE.
TOP BACK OF CURB ELEVATION IS 0.04'BELOW CENTERLINE ELEVATION Dr¢'¢ri Date: 8129106
o ON ALL OUTSIDE CURBS. TOP BACK OF MEDIAN CURB IS 1.04'ABOVE
CENTERLINE ELEVATION UNLESS NOTED OTHERWISE.
a
3
q
m
AB40
AS-BUILT
&/M/06
0
INSTALL 4"OF 3/4" ROAD MIX EXISTING GRADE EASEMENT ALL STREETS EXCEPT FOR OAK AND ANNE STREET EASEMENT EASEMENT OAK STREET EASEMENT
OVER COMPACTED SUBGRADE 5 0` LINE LINE UNE
NOTE:
TRAIL CROSS SECTION 30' 30' 30' 3D'
n14SEE SHEET C1.0 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS 5' 8.5' - 155 t5.5' 6.5' 5' 1 1. 5' 4
C5.0 SCALE: NTS 1 �- pD- GRADDi-r--�1/4•/FT 37C OPE 1/4-_/Ff
EXISTING GRADE VqR� 1/4/FT 37[SLOPE 3S SLOPE 1/4•/FT GR Ft 5 Vq ffS
EXISTING GRADE _ _ ES SIDEWALK SIDEWALK PROVIDE SPILL CURB
SL WIDTH=5.55" SIDEWALK
IFCO�'714 OVERFLOW CRATE 3"ASPHALT CONCRETE
3"BITUMINOUS ASPHALT- SURFACE COURSE 3.OF 1 1/2"MINUS .Sheet 17 O1 17
TYPICAL DETENTION POND DETAIL SURFACE COURSE 3"OF 1 1/2`MINUS GRAVEL BASE COURSE
TOP POND M rc GRAVEL BASE COURSE rc /
TER
/ 1 ELEV=4728.00 �' 6"OF 1 7 2"MINUS 6" R 1 1 2 MINUS UNDER CURB AND GUT
/ UNDER CURB AND CUTTER GRAVEL BASE COURSE m m 3
C5.0 SCALE: NTS r- N -24'OUTLET PIPE c>> COURSE OVER 12"CRUSHED GRAVEL BASE o OVER 15"PIT RUN DO m
FABRICATED S1EEL z 6"MINUS PIT RUN < COMPACTED SUBGRADE _
o < COMPACTED SUBGRADE m c
15•HIGH x24'WADE m '
m INLET GRATE '� a ��.
L OUT=4726.00 c�i "07M J 1
1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1 EASEMENT 3 ANM STREET EASEMENT
il,.0 RESIDENTIAL DRIVEWAY APPROACH. LINE i 10
LINE
GOT.POND 2. SIDEWALK AS PER C.O.B.STD.DWG. 02529-10 AND 02529-11. 37' 37' `I
ELEV=4726.50 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. t0
T f (TOPS01UNG&SEEDING ON CUT&FILL AREAS ON I• 5' 7.5' 23.5' 23.5' 7.5' 5' 1. 0) d
24" - - PROPERTY SIDE OF SIDEWALK)
9.5" __ FAO 1 4 37L SLOPE 31E SLOPE 1/4• (fi�E TV
_
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE /"/FT 1 '
y 2" Iaxr Tg rle let ra CONDITIONS AS REWIRED BY ENGINEER. VANyES SI WALK SIDEWALK VPR
3"BITUMINOUS ASPHALT W
TOPSOI SURFACE COURSE
--e I �- ^� 6"OF 1 1 2•MINUS �3- V 1 1/2 MINUS
4' 3'R 1- q 5 ¢ GRAVEL BASE COURSE g g
L(ttP) 4'R ve To 1•spre a.,, ii A. CRUSHED GRAVEL BASE UNDER CURB AND GUTTER Ss.
Or seie' 1 5" - -- -- --- 4`THICK PRECAST CONCRETE la
IZ. .• "e. 'e p 6.MINUS PISE T RUN OF =�^i y
p 15- s OUTLET CONTROL STRUCTURE 3 TYPICAL STREET SECTIONS COMPACTED SUBGRADE
4 C5.0 C5.O SCALE: NITS
ee'4. 1 SCALE: NTS
W
24"-
9 s - BILL OF MATERIALS
z a..bw.°�D x.Mr ITEM OTY DESCRIPTION
8 1 #10565 Precast Concrete Vault c/w
i 1 6" CLA-VAL 9OC-01YBSKC Pressure White Interior And Blosk Exterior Sealant W
4• TOPS° 3-R � Reducing Valve c/w X701 Positron Indicator Top Half Insulated �YF}r4•l�
(TYP.) �( 4'R p.
f_ DIBf,Epoxy- /150 flgd 9 1 DOBNEY C23 Manhole Cover And frame
+n sure' 1.5 2 1 Y ClA-VAC 90C-01YBSKC Pressure 10 4 Adjustable Pipe Supports
COMPACTED SUBGRADE 1S'
ql�AND���, a Reducing Valve c/w X101 Position Indicator 11 2 8" SMITH GLAIR Transition Couplin
1. Subgrode or Da•a tour a compaction shall conform to section 022M(M.P.W.Specs.,1996 lid.)
z. Controo6an joints ahml abe ploua at 10'intelwl•and rhos boas o Mmmul,depth of 3/4"m,e minkoom ride,of 1/1r. (' DIET, Epoxy-Threaded 12 1 Aluminum Ladder With Sorely Post
3, 1/Y expamion�O,'nt twist hen t+e plac•e t all P.ce.P.T.a, Tb ratum•am at not more than 300'Inbw,ols. The 6' 3 2 6" MUELLER A236D-6W41 _W55 RW NRS 13 1 C Cost Iron Body"Y' Strainer c/w F-I
e pan:an moNrbl eh.x eAenc throu9n the fail depth or me Dore old avner. ALL SWALES TO BE SLOPED AT 0.5%TO PONDS
C No curb and guttr elan Io plo-d without a final form Ings,ti-by the City Engineer or his npreeent,ive. 1 Gate Valve c/w Handwheel - /150 Flgd Blowdown-Valve - /125 Flgd Le•1
5. Conn,,anon be*Cl.ee u-4000. t UNLESS NOTED OTHERWISE ON PLAN Q
6. Cruened gravel Dase aholl meet the requirements&Section 02235(MPW SPECS,1996 ed.) For curb one t 4 3 2• MUELLER A2360-6W41 W55 RW NRS 14 1 Y cost Iron Body"' Strainer c/w
gutter replacement protects,^ached rock may be used Ton the gravel base. CRUSHED GRAVE I F W DEPTH
BASE - Y Min. � Gote Valve c/w Handwheel -Threaded slowdown Valve -Threaded
4 CONCRETE CURB AND GUTTER DETAIL PROVIDE 6• COMPACTED-�-I _,=� s 1 Y Cu-VAC 50A-01YBKC Angled Relief 15 1 3/e H Link Seal Assembly
C5.0 $GALE: NITS C.O.B. STD. DWG. NO. 02528-1 SIB-BAA TOPSOIL TO FLOW DEPTH '�' _l Valve, DIET,Epoxy-Threaded 16 1 3/4" Hoen Bib AasemDly
AS RLU.. is 6 1 Automatic Sump Drain Ejector Assembly 17 1 Y Link Seal Assembly
I
- O SWALE CROSS SECTION DETAIL z 4 0-200pei Pressure Gauge 18 3 Y VICTAULIC #07 Coupling
c/w Gauge Cock 19 3 6' VICTAULIC p07 Coupling resell
COMPACTED SUBGRADL C5.0 SCALE: NITS 20 2 6• Link Seal Assembly
6 SPILL CURB AND GUTTER DETAIL W
C5.0 SCALE: NITS
Frame and cover to be either Caird No. 52441, MCI 305 frame,
305A cover, or IFCO 772 frame, 772-8 cober. Covers shall have
F-7' 1" pick holes.
L 6� 1' tt 2'-5' 2•6�. Irl
NOTE:All joints between manhole sections, manhole ring &Adjustable rings, top section, and around sewer pipe into manhole sholl be R = 15' 06" FLOWWatertight. Jointing material shall be"Ram-Nek` or equalfor all joints except between sewer pipe and manhole wall. 08" OUTLET
cursea C 08" INLET ate- /5" 5" B -1 7I I \\IIl1� ,'+ �� ll4'-0" • 4 r t (^PJ 11 Y1 1 1 3J Tie Rod Lugs16 Precast reinforced concrete manhole riser OD EL wnH a•No.s 1 'k C/w Anchorng Bolts
Eas1and eccentric cone top manufactured in cTcuka PR C \\ Illj IThrust-Seal Plate
Mahole steps at accordance with ASTM designation C-478. I', 4li //// Ic/w Anchoring Bolts
\\\' I � ��// intorced Concrete Thrust
16" centers -- 7, lI Re
A A% w ,� Blocks (Typ. By Others) O
n: - :ZO 1Ni(. a SMKWALK,•••.
Grout in, to apr q ne �,,,�,��. ��/
oI p'pe u gat Ixtw en -"� lp l �. •1 _ �~
pipe nit a nn I '-7 .. 4 `-r:I �- .. 5'x i°" x I Deep
greater to 1%e D. \ _ Ir_^7/,
8CAL&T \ Sump c/w Sump Grating
Pre-teat ilovlire `'\ �....•. i ....� I PLAN 03" Opening For r'l
/ STANDARD FABRICATION & FINISHING SPECIFICATION 8
e Vr eEw.(rvP.> SEE NOTE 011" Ejector Drain
C�' :It yl ALL,B LARGER PIPE,INSIDE WETTED SURFACES TO BE 9 On Main Pipe Level
SANDBLASTED, EPDXY LINED AND COATED TO AWWWILL C-210 _ - ------ yl w
Variable 'Q.6„ 4'-0" ;.oNCRErE C TH - AND NSF-61 SPECIFICATION. FINISH COATING WILL BE -_ (=v`�
I
BLUE ENAMEL. _ - - _ O
^ in.
y^ -Fs TO M caaTRucTED wnn IxiECT.stF ��mwea+ Floe�i"° FABRICATED STEEL PIPE&FITTINGS TO BE
i$ snen-elope 1' p.r lo•_ an
E n 8 toward channel.See wN,MNc svRracNs cuuDtnNc wm,,tau:. SCHEDULE NO.40 STEEL PIPE FOR SIZES
yl iv`a channel detail. Flexible gaskeled joint (typical cwE Inc rre:r rurt wlorn u+o Ixvm or rNE PAIPs / TO 10',AND 3/6" WALL FOR 12' AND LARGER. -
for precast bases - see det.)
A RCINroacE cancRrn W w,uPs sn' srosN IxwN Iran 1
nrtERUES-.,run r I /2 Ie../c r. (nF,ru oarxw) - �•-3�'-4' a
oR w E s^e.lo rAucE WRE MESH 5
Channel = dio. of pipe _-
1Y- ('- 5'-O' 1Y
oP OF.1x I I -1I I _ " F
-r-•r-r.-r--sm--w-jit rusearal TO NarIMK sOleA x ,IT Ia -. i,
_ Precast or poured-n-place base. RELEI
EIEVAIgN. asrANCE vxRlEs- SIDEWALK ��``1199�1
Poured-in-place base, minimum `//1` 06" FLOW 7
#4 bars - 1'-0" c-c I concrete IN<kness below pipe is 5'SIDEWALK ROW IIHE 5.5' NG uP 5.15• -\ 3 Q1 O3� - q �I;� V1
8 inches. Precast base, minimum VARIES- LANE G SECTION B-B 7 -� \- \
5'-4" die. thickness Is 6 inches. All bases r ,
reinforced as shown. NO UP 9.5 I ,.p wx- Ip 8CN2 I P I --
(min.) I 08` INLET _ - -- --a-- 'a 08" OUTLET O
_ � t- ��
a Radius
of 6'
J
Slope al 1" per foo 6� ff RAMP
3'DRIVEL BASE(IYP.) \ L -a• II C � e• J
< Channel to full "`LLLYYY
u; �aspen SECTION A-A i Dra,ui'ng Date: 8/29/06
_ NOTE: Storm drain manholes shall 1p SCE
not have formed channels and the -
aia.or lowest pipe invert shall be 9" higher SECTION C-C - -
aewer :1�
+' than bottom of manhole. ND BCAIE
p pe
cownimnow NOTES
� 1. smneora eppl;.a m ne.conatrucbon,.Rn ox-taro R.mt and m:,.ss bovM.ero.. g SECTION 'A-A' � -
2. Ramp and taro con w pounds monoliUl<ally. m
3, storm 4rg,n inlet,eholl be conalrucl•d upWw of-P.. A1te•na4w ixosuon•psrm sit only upon City Engimer'a appriwo. SEE NOTE (Y BY-PASS LINE REMOVED FOR CLARITY)
ox
SECTION A-A s: see.olk d=ovb�IbDea5aha11 lrmt...sso 2%. NOTE: AB51111
//II �+ �[ ry
ia 7 INSIDE#1056510NS:20 LOADING) 6r „ 2a PRV STATION WITH
SANITARY SEWER MANHOLE PEDESTRIAN RAMP 2 RELIEF 8L 8 IN/OUT AS-BUII.T
N 10'L x 5'Wx6'-6" H 9 8123ZO6
CSA SCALE: NTS C.O.B. STD.DWG. NO. 02722-, C5.0 SCALE: NTS C.O.B.STD.DWG.No.02529-6(MAY 2004)
C5.D SCALE: NTS
m� Y.-
_O
(7