HomeMy WebLinkAboutAlder Creek Subdivision Phase 4 -
- 10 Utility Easement (Typ.) PER M
N - ---- - - ----- - ---- III ((
. --- ------ ----�- --' 1 - - FIOo. aa6SON,
L---- - --- - -- ---- ---I ,
z0� ��`
`- INSTALL RETENTION POND
1 RETENTION POND
�L 3N -1 �e an Fre o MID pEPTN }emu
1.58D1;EP W 1:1 SIDE 59�OE9 CD / O O I
riF�aeNRl' Sheet i of 17
'INSTALL CITY STANDARD II
44.
-- - -- --- -- L-` I B - 1� _ _-_ J C m`°E
7---- - I 'F4 1
ii Do
-17 I:T _ - _1144
EJU-
SLOT r LOT 1NUN(Ra-17o) g e
-1NSrAu
PNASE IV STORM SENE C m
D 111(iiT STORM SEWER AN
Scale In Feet , / I LOT 20 LQ L07 1 t -
' IALL 7E18'oRARY SWALE I
100 0 100 I LOT i VIILO29 I LOT-----30 0 30 I LOT 36 OT 3 In `t,
Scale In Meters _____ J I I LOT 19 I i LOT 2 LUT 2I 1 4 28 I I LO 3 I
I LOT 5 1 LOT 7 LOT 4 1 I III
' Z I LOT 34 I I I I I � I I,�I I I I \� I
NOT ro SCALE LOT 1 i LOT 3 I NOT 3
LEGEND
z 26 I LOT 5 % I
Y_-- -- --
n � � f - 1 I -I I I I I I I�1 1 ( I I I LLl
-8'SS- PROPOSED SANITARY SEWER MAIN 4 LOT 32 LOT 7 LOT 25 I LOT LOT 17 I I 1 I LOT 4 I
PROPOSED SANITARY SEWER MANHOLE® 1 \ III II II I II I
��
20) PROPOSED SPOT ELEVATION LOT 8-
RECION OF DOWNHILL FLOW) LO - - I OT9 LO MPROPOSED DRAINAGE DIRECTION ------ LOT 24 7 1 I �(DI
LOT 5
-8"W- PROPOSED WATER MAIN )2�c
--0 PROPOSED FIRE HYDRANT i' yy 9 I T 10 23 YI {/ LOT 8 I I I 1
PROPOSED WATER VALVE J-V--JJ//- --I I
PROPOSED STOP AND/OR STREET NAME SIGN _� T 28 1 IOLOT 11 LOT 22 LQT 9. L T 1J30 I I' Imo,, I� LOT 6 I I� LQT 6
w w PHASE LINE J I / I O I
-- ---I �,�
- PROPERTY LINE - - A06
Q. PVI SYMBOL - ---1 - I - I,n1
�27 1 LOT 12
- - - - - SWALE 1 f LOT 21�` 1 LOT 10Z �T m LOT i L i z
EXISTING SANITARY SEWER MAIN I I I •!' f x
l EXISTING SANITARY SEWER MANHOLE o I 26 I LOT 1� �IN ( 1 (/�
W- EXISTING WATER MAIN - ___I LOT 2Q I OT 1 I, I I
c I I T 14 I 1 =1 I I '�. I I 1
-#T EXISTING FIRE HYDRANT a I I
I 1-' I I I 1 LOT 6
D4 EXISTING WATER VALVE _I_______I L 3 I QT 8 I
• EXISTING PROPERTY CORNER I I ^ I LOT 15 LOT /�
5/8 INCH REBAR WITH 1 1/4 INCH LOT 24 I Q t _ I I F+1
PLASTIC CAP MARKED(C&H #9518ES) J__-_---I V �- I I .. I l z
LOT 16�' 1 I y' �' I I
I LOT 23 I I 1 COT 18 1 LOT 13 I I LOT 9 I LOT 9 �T-�I r�<�-
_ j ;f LO I W
a LOT 17
LOT 22 I = I btei t j I
msruL TEMPORARY -I I LOT 17 r LOT 1 �I
RE E n I LQT 18 W I I I w, I I I
'I 4w7r§�I EPlH i " I LOT 11 Ifs I LOT I LOT 1
GENERAL NOTES 101 20 1 __I I OT 19 LOT 16 oT 15
L ------ -1 � �- ---- ----
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, 'i - -- i - - _ --- _ 8'.
MPWSS 5TH EDITION, MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS - - -- -- -
TO MPWSS 5TH EDITION, DATED JANUARY 2004 - - -
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS
8 _
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER -- - -- -
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. 9(71(R 17.) W `V
lit
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT
TO THE ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., I WTALL CITY STODARD -B
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. DEAD ETq DARgICADE LOT 1
G N0,
INSTALLATION SHALL NOT MADE WITHOUT THE PRIOR WRITTEN APPROVAL - 09810-
OF ALL EQUIPMENT AND MATERIALS
TAIL TEMPORARY SWALE DW Tq RETENTION POND ,�
BY THE ENGINEER. - o C:)
i i , o 0 o rn 1
I I J � a
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES -1� I ono"
PRIOR TO THE BEGINNING OF CONSTRUCTION. DRAWING LIST 0 46
'35 ---
I J
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN 6 ' - _ --" - - _- - --- L-_-_ -_- _ - - - -----
}
- OVERALL PLAN AND COVER SHEET ----- ----- ---�
WATER DEPARTMENT AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. AB1. -
A82.0 - SANITARY SEWER SHEET LOCATION MAP - - - - 1} FFNrE tQ' Utility Easement (Typ.)
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION AB2.1 - SANITARY SEWER PLAN & PROFILE (BROOKDALE DRIVE, ALDER CREEK DRIVE)
OF THE CONTRACTOR. AB2.2 - SANITARY SEWER PLAN & PROFILE (SPRING RIDGE DRIVE)
7. TRENCH BACKFILL SHALL BE TYPE A. A82.3 - SANITARY SEWER PLAN & PROFILE (HIDDEN SPRING LANE)
B. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. A83.0 - WATER SHEET LOCATION MAP
9 BENCHMARK: ARROW BOLT OF HYDRANT AT THE SW CORNER OF HIDDEN SPRING LANE AB3.1 - WATER PLAN & PROFILE (BROOKDALE DRIVE, ALDER CREEK DRIVE)
AND ALDER GREEK DRIVE. ELEVATION - 4972.51 FEET(CITY OF BOZEMAN DATUM) AB3.2 - WATER PLAN & PROFILE (SPRING RIDGE DRIVE) Dra1D7.71g Date: 02107108
10. CONTRACTOR TO ENSURE THAT ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS AB3.3 - WATER PLAN & PROFILE (HIBBEN--SPRING LANE)Summer View
FOR SHORING OR SLOPES. OVERALL PLAN AND GRADING/DRAINAGE PLAN
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER AB4.0 - ROAD SHEET LOCATION MAP
SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. AB4.1 - ROAD PLAN & PROFILE (BROOKDALE DRIVE, ALDER CREEK DRIVE) SCALE: 1'=100'
12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. A84.2 - ROAD PLAN & PROFILE (SPRING RIDGE DRIVE) A B 10
13. ALL NEW FIRE HYDRANTS SHALL BE EQUIPPED WITH MUELLER HYDRANT DEFENDER A84.3 - ROAD PLAN & PROFILE (HIDDEN-SPRING-LANE)Summer View
SYSTEM. CONTACT CITY WATER DEPARTMENT FOR LOCK REQUIREMENTS, AB4.4 - ROAD PLAN & PROFILE (ALLEY /1) AS-B1in"T •
14, NOTE: TOP BACK OF CURB ELEVATIONS ARE 0.06'BELOW CENTER LINE AB4.5 - ROAD PLAN & PROFILE (ALLEY N2) ^ , �J
ELEVATION UNLESS SHOWN OTHERWISE ON THE PLANS. AB4.6 - STORM SEWER PLAN & PROFILE (BROOKDALE DRIVE) 02/0//08
A85.0 - DETAILS
#05840
I�� - = .III■II _ __ � ,,,an«
. L,� _
No. SW7PE
OPEN SPACI
�',a. m, i--L- L A;-t-
Sheet of 17
' � _ _;
f ■'.■r ■III SN ,�■�li��l l r , i r - - ci�t
NEW , a �,W�p1111 . 1 1 Illlgllll ��
ITI
FA
Iffs
LU
LUI Z
.. III• � , � ,;! �.,
J;AII III , :
1 1111�1111
III I i
Allab
1 . -- Illlgllll.
I■I� 1 .. 1 III * � . I �� ;, o o
1 I III�:..�t, Ai
• 'll Iri A low,
ii rLOT 8
li■■ i a■■I■r ■mono
��, " • 1 I�I� : .ii 1 , • ,. LOT 9,
I I 1 . IIIlg!�!III , , EL
h_I■,. "MAN ._ .
LA
__,„!�I � �1�I� � Ip 111 �IIII�,I'la �• � �:,..,,IRNMR 1 / 1 �1■�.Allll 1 Illlgllll ,
II ■■iL■
■1 1,
1T 14 I"►q r 1
ii gllll
�i■Vy 1 III'-• 1 1 ... •
r �
!!_.. LOT 16 hill w .
111 Illlgllll \ ..
_ ; II dal�I = II Iq�li Ili
�I�I�, 1 _ 1 ��Illq I , • III v `��I �a o -
1 N 1 IRS 1 loin
i =� ��
__ �1 -�, , _ �'1♦ `.� _�� Two '. =,•p ■ • ■ !C' � -�
MISS
HIM
LOT 7 Ft
- •
t; ratuing Da
4r-- --- o -� - L
--------- ------ I- - a I -!1 I a I
r', l.
- I - -- � , LOT 17 � ' ' OT 1INSTALL RETENTION POND I TEMPORARY'RETENTION POND I I ti TEyTI NDLOTZ6 000 FT 3 0 MID DEPTH W V 42'X7 �MI EPTH W --- --- -L PER M.pD�pEgP,�W/4:g,�.�SIDE SLOPES I O W o .5 BEEP 4:1 E SLOPIjS
B 1p 59.50 J J I J J I _ __ L + _-__ h _ I + FIIULYARS5014
I I I 1n I $O?s= UO E867PE
rT �irrnu-ern�rArwufo 1 I �I I t LOT 16 LOT 15 o a
DEAD END BARRICADE" + / -LO I O ___I _ 1+00 _ ___LOT ZO I L__-_-______- __�
00 'COB STD DWG N0.09810-2 J___ .__.�___ +_ ______11 1 _.-__ _ _ 1 ___--________________ __ _________ _
LOT 19
-- _- -_--- T- r- 1 t - - DD
-- - q - - - - - -- -I I - DO
.v o b-yyL_I2 U Ecser nI T 1 "''� - - _._
- +-— -- ——+- 7338 — o
T c-c B S Tn O C m d 3
a -- - -- /^--- -� ----------- - - ----------4----- - -- -- f g
_ _ i i___ _______ _____; f____f___________` r_____.___ IN-----STALL -STANDARD ✓�
PHASE sratM sEy-- - ----tfYT 1'----I- LOT - / LOT 1 ------ - - I
MD YUGHT STORM SEWER AND 1 II I aa LO EAD END BARt11CADE I 1 }�
ILL]EMP_ORARY-SWALE'_F -----__ O 1 - _ TALL TEMPORARY SWALE DWG Nn LM10-9 r7 cV
-- -- - ' ------- 1_ f/I TO-RE POND "f
LOT � I 1 \ i t a o o o I o I o 01
1 � I
_,+ 19 1+ LOT
I v
- ---------------- �--- I � a
-; LOT 3LOT 36 1 � l ,
---- ---
4
--- ---- � ---- `-�� ---------i------------ I ,. �----- �8�
w
PLAN VIEW E g e Z
PLAN VIEW
SCALE: 1'=50' SCALE: 1"=50'
h
5
O
lb
p O
ti6����a dye' x�~���•((��h^(���^gyp � � �����e
E BROOKDALE DRIVE
a - ALDER CREEK DRIVE
4980 p"
PROPOSED GRADE -
4970 17 —
_1 7
_ EXIS GRAD
AISE WATER SERVICE TO PROVIDE
GRADE CLEARANCEOVER SEWE MAIN 3/4" WATER SER CE (TYP)
-0. PR INSTALL INSULATION OVER SERVICE (j]
NEW 8" WATER M IN 4970
—EXISTING(GRADE FL=6 .26
FU RE 18" ST6RM SEWER '
'i 191.85 LF 8 SDR-35 P C 196 LF 8 SDR-35 PVF SS 01.22 X
4960 - - --NEW�8 WATER M IN
FL-59.00 -
284.00 LF 8' SDR-35 PVC SS O 0.401% Z
296 LrI17VC SS O X
9 RO s' xa' 328.75 LF 8" SOa 4960
OF
RIGID AM
IMSULA 771 IN
4950
1� N 19 N OI O V I
26+00 25+00 24+00 23+00 22+00 21+00 � ►�/�
,9a2"uv ELEv _ _ __ I _ _ _ - 2 SANITARY SEWER MAIN PLAN AND PROFILE wr O
`o vo a N o~ N'.� ,'n ,-•m m„NT n c°m ,n o ro N >` N a, A62.1 SCALE: (1"=50'-0" HORIZONTAL) (1'=5'-0" VERTICAL)4940 rh1�/1
ri ri a wi a ri,� ri..vi vi Y rc tO�d I`r <u °'of •o O1 a'
a -a�'a— ♦a a vY 'O da vY �� da as all Mw aia
26+DO 25+00 23+00 22+00 21+00 20+00 19+00
SANITARY SEWER MAIN PLAN AND PROFILE 4• SEWER SERVICES 4" SEWER SERVICES
F�
A62.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) LT RT LT RT
20+80.75 21+62.5
21+55.75 22+33.0
22+29.65 23+03.0
23+03.55 23+73.0
23+77.45 24+03.0
24+73.0
25+43.0
Drawing Date: O2/07/08
AB2A
AS—BUILT
02/07/08
/ri ,ou
---- ------- --------:11 F.
_ _-------
No.� -- - - - -- ��PE M ,.
�� Ir (OS 133HS NO 11tl130 33S)NOILVD01321 HO110 0350d0i1d �
IM.
...... ra��----------_--��������ra�ra�r�a•�� ��� =� �•�•ra�ra ������i���� r_ra��� ��tf S PER HJALMARS
SON
x , - ------- c j B887PE
-- - 1 tOP OF DANK
N��q��.
_ice`
- �j I ~' _ CD Sheet 4 o 17
-
J 10� ,BANK f
_, �p o
�)� � I �� I I � I �l I d01�/1��Lf1S m
I
_____ -_____ .______ __ C
C� dols/13s
�Inc
Ot p O O E a
O p
I J B c
.N. W O Z'
1 _ �f _ __-_-I_`_ _ __ __ -, 2 -ADO __ __
___ ------______. - -m
----- 1 - is/133N1s �. ! m m
- --
I — -r 1 r--- t
dO1S1119WS -
Z }_ \ a
11GI
00
>3
3�
I I I ` I
�-------- ---- ---- -._'---L-
y PLAN VIEW
I+ SCALE: 1"=50'
A � o
a
5
oti^�
ti
,2,
+ o �
4y°o
IX6°y�``��o,tiy`hy y°eA'a��
�4�a F+1
�F SPRING RIDGE DRIVE
4980—
rT1
1
4" SEWER SERVICES
I
-- _LT RT
2+73.12 2+ .43
3+39.12 2+9595.43 '^
4+05.12 3+38.43 VI
4+71.12 3+81.43
4971, - - - ' ' 6+32.12 4+67.43 vl
EXISTING GRADE NEW 15" STORM SEWER 7+02.12 5+10.43
�FL-66.25 3/4"IWATER SER CE (TW) ' �� 35 PVC SS ®1.560 7+68.94 5+52.93
90 ' SDR- 8+35.76 6+30.43 rT,
8' 6+82.93 EN►,1
5- LF 7+25.93
1 - 7+69.93 O
8+13.93
390 LF 8 SDR-�5 PVC SS 0.500� 8+57.93
4960
I
Po
A
^ N
-—a� a a a - �- a--- - —...a a a a
1+00 2+00 3-- 4+Or - 5] 6+Or, �- 7i's:l 8+00 9+00 104b0
Drawing Date: 02/07/08
SITARY SEWER MAIN PLAN AND PROFILE
AB2.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
AB2.2
AS-BIALT
Sv07i08
#05840
I I \ I
\ \ I
J L J
__.______ ___�__1________
L _ � I of Mgy�r
v I ± I •+ I + I + I + I dt 40-0 A I,
I
I
I ( i)rM 3 1.t1n pl +
Q) i T PER M. 0
V) 1 'F _ F -- --- ------ r-------r-------'T-------�--------�---- ---- -------- ---- ---- - -T---- ------ - I '�HJALMARSSON
W � �3 rn oo ` ; I i---- ---- '- No. 8887PE
r-- ---� - �- T -------j i 0 2
Y rc,slc
I c r7
I
`T cv i 9 a� G�
� N I � I I cN I `� I �' I c� I cv I I N I o I of I oo I r� I cn I
CD CD CD CD
-CD
o I 1 I 11 Sheet 5 of 17
I I I
33WS I I �.. I I i '
I I -------4-�-- I---------L----`- I T I U m m
C _ _ _ ____ { { __ V 1- ---
IV
I i U
ti101 tt01 Zy
I I
t IF I Tr 1 7Law o3 llnl0 ZI-� -0 ¢' 4
C�
-- --
17---------- ------------ -- I M Cr e
I I I I I I II d01S 33 S 1 C -u
o f I I I I I I 1 Ol
),y I I 'It I I I °O ITq S lO � I 1- o m 8
ICD I I r-D ICD �� If- I - I� I a�aO Ij `°
O O CD O I O I i o
I I I I I I I I I J
I y 1 ` J ,I _ __ ______ _____ _
__-___�_ {_-___ ------- 1C {__- L- _�____ - L 4 J
1
PLAN VIEW
SCALE: ,
Sewer services not drawn to scale!!!! Use T.V. Records =50
o.
ti V) a
1h66k6h
96��,6 y
><hh,A�,o9� 1�a gyp. �6ora'h,S Qv��r V
�y� SUMMER VIEW LANE
4980 -- - -
a
_ Iz
4970 - _ SEWER SERVICES
wok
N W 8" WATES MAIN , LT RT
PROPOSED GRADE •-68.50 z 0 45.00 0+45.0 O
0+ 7.57 0+89. 0
1+4 .57 1+23 0 r^
-- 1+8 57 1+5 .00 V1
E STING GRAD - 2+26. 7 1+ 1.00
1.456x 2+69. 2 5.00
NEW 15" STORM SE R „ SDR_ 5 PVC SS 3+12.5 2 59.00 rr���F��-777yyy FL.t62. 3/4" ATER SERVI E (TVP) , 385.91LF 8" 3+55.57 +02.00
- + 1.
4960- - - , , -" - _ 3+4+75. .00
75.57 7 +7070.00 f•_Y•) w
5+28.57 +04.00
35 PVC S / w
0 1.017% 5+72 5 4 73.39 Q N
SO - 6+16. 5 13.89 �1 W
382 4 LF 8" 6+60 7 5+ 7.89
7+0 .57 5+8.89 v
6+1 89
6+49. 9
6+83.
7+17.8
VA EGEV
49.5000 - -- - -
N N n N N N N O n M7 n NI m Y
In
w 0, �
0+100 1+ 2+60 - .5+00 4+00 5+00 -�+ Ti00 +00
(I)SANITARY SEWER MAIN PLAN AND PROFILE Drauring Date: 02/07/08
A82.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
AB2.3
AS-BUII.T
ozmio�
gosa4o _
\ 6 11 .
, II I •
1 1 •/• • • • • • • • • • , , - -
:1
all
SIGN
. . �■ �� - _ ���I.. ►►.. I �� �����L��►-� -tea-�.
l It�J _- I �— -- _i � No �■ �r��i� ■tw- tttttt_tt_T/ • twt__ �� _
.:� ,:.._ — �a —�� NEW - . : ter: �a:�e�:���r:�i►+�s l �p i�
z � 2 �� ffiE. , mm � Tir\� •.I�.il.i�w"Itws�a f�iw'�i'ai�.u. I�����
__ ■_��
�``�j`1 : ; +NN■■ 1 t 111�1
■Ilti" ���i a,
I �1 1 I 1
�,it 'r 1. /..!�7 .�I■ / D� �� 1 1 �'lll 1 I■■ 11 1 /•1 `III
-, _ _ _ I
��. _ I�
III Y.1 , • /1 H 11 1. /1 AMID • I e
1 1 IIIIRIIII 1
. ■1 /L! LOT 34 LOT /L 0,T 4 F�
I 1
1 1■J.1
I_■� — 1 ■I■i 1 . 1
• 11
�_■�� u�,,. a IIIIRIIII ,
11IOT LOT
1
I1 �rLOT 21
o �• 11 .r
■3■1■ ��� 1 1 • 1�;� ..lII IIIIRIIII
• , ����! .16� • ii��la I , , IIIIR III 1
i , . ills • 11 .
. . .AV Am HIS i T ri ■ 1, 1 M I�) I I �o1
LOT 1j' IIII_I 1111
i 11� � •i.I.'. �oil
1 ' 11 ' •
_i■i LOT 17T7
l�.� IIh "-I
_I.� � �I��111► a ./ IIIIRIIII
1LOT 24 III_ 1 ___IN
��..
1 ;� IIIFilllll 1
�111hI
/iiiil IIIHillI 1 1 �■i■
..
lay _ 11_ �
1
,�iaa 1= �,� �11 _�■ � I!! I-\I� � � — ' �WIH li'a� �1'�i/t s� p / �-� � •
WMAR
..
• rrr A may _ ��j�����_:� i
LOT 1 LOT
imp
-
Lim:.I Pi1
I I W
I L()1 it I PE
NEW 0 ARC; _ I- - -df I I I �l 4�.,{ M.
TOP-OF ARROW BOLj.� 4;67A1 ,,� I R 4973.4 ot 1�T I J I ( F��,RROW B T- 4978. LOT 15 \- - L-- � ��
(CITY OF BOZEMAN'DANM I - I- BOZEM4,N DA M I
LO I O I ZfMAN DARK/)....I• LOT !I1 LnT 19 J L - II
10
12•LL i� Ease m T NAt
--- s Sheet 7 of 17
r- - . -_ _ - 1
r- - ------ - ------ ------' �I- - -- - ---J�---- ----= l - m
LOT 1 i BL.L I // q Co
L
1 0 O I ��N`s
� BENCHMARK:
_ _ 1 P _ I _
OT ^ 7n I I W - - - - AZEYAN� 4976.52 r CD
). . 8
(CI F BO O E
�$ I ) i LOT C'
L(
I(1 j6 I LOTDI - - I - - I i `^ i J - - ___ I� I i.- t "
PLAN VIEW PLAN VIEW i I
° o W
•� O
$G°gOvatv
yyeo�.5��y o�� Q�Q• �� P`JGy ��� ti `PQ°�P�yQ°�� �'y-Q� S,GP� �.�'
aidr1 G p P.
k1, O c5' V O' p�Qi�'i i �� Q' •CZ' !�' '%� ,y° �'G ' �°Jy'�b•o 1 J�'P'�O'� `'r GP S �1+ �'�
gPyQ wo t}'b e� Q� yt b° Gy�,°-�C' Qa °P yh � Q- cfl'v�',p o�6 1 Q-o e�' � 1`� •�
'L°y e?y�.� p`1' q J,Lb 1 J P O 'lF' y .(' h 'l4' Ox � �"�T"� 01" � � �'o GP 'Ct'�h• JPy Q• � Gy�O�G h�i ti4. •','�
�`'���P�`'o h`' �`''�Q-° Q-�P'�'�'00 hh GP g� � t �a' h• GQ' `,y� � ���Q• P�� y ~'•�'? ��w y�°' � h`'•�' .'�'� �J P° h GP a`' °yy
Q\�y,..R- ? y y •CZ'ao•�jJ �G°J G�h• h 0 (g' x �' Q�y'��P O' h 0'�y ? .$ Q�' �' QQ,Q'6° Q• P1E' ,P. �•l p.'.C2`p0 0'0
,t, y9 y � yr e1' O�,0 5� by 6 ♦�+ � J O h• �. P Q, i x�. Q
'� �i O '� 'lE' 0 � y O- y Q O cn •Ct'�Q4' ry g G � 4. �• P G°J G h• 91` � C�
q' kU•r cj Q O Q�'CZ'�QF'Q4jry60 xby hd b+ h• GP xb �° h+ 6 1� 'L'lr LQ- y. GP 5 pQO�'O hry 9 1°'• �'� JP .jJ �!- y�i.P ° x o'•+b f--i �i �+
x 9• GPO c^ Q -1 O ^� W�`1' O q 0 'L° •CP ,�`L p O 9x 0 •.O'b'qP`- '�••C�4. Q. P'\ x QQ' ry66 `L° O�
�r .+0 0• PQ' ,�`.� � O $•O p`L `7' y4 xk�' di�O �' � c9 ? S�'y 0 h aye' o'� + P� �C�' 1�`�Q-1 O
� 0 gr O � P �•2 h• Y� ^� O �y OM %�" 0+ xh tP 1' .� y k k b ry 9 ♦_ 16 b hh G .,Q ry ��y� bo' FP W 0.
b� O 4�'• O•�PA i 4 V`•.c� P arb ry yl ,5x P ry y4 ►9 O ryb y Q•.+b? POi O y'\ bo' G 0 h O 0 O 'S x (((���]]]
y 44•b• 1 Py k k �j. ry 1 5 b tiPy P.� °r O°• ' �P�•? 0' O
'L ,G� Diu Y' ci y � x �), y °i,+0 P [>,b•°.l �� gx p0.\J ,y'h'q 1•,'lQ'�'oi�i. P 91 �. y'lP'
bx p" •L '. �i + O O �[�
BROOKDALE DRIVE 'L y1 `� ,o• 0�{°�q�OOo �yGp ry�,��y" �' +bP��Pp�® `�
ryyxh�p�p4°bb°pQ- ��k�p�°P°�'�P ,yx`70pJ'�pb0'Q-°� V A
4970 - - -- - - _1.1711 -
ALDER CREEK DRIVE
4980
P SED GRADE --- -
__ -- _ _ PROPOSED GRADE _
"-- "
'--'- ------- _ -------------
I
-----^- _-------- -----_-- 1EX1 TING GRAD
EXISTIN GRADE
o
m FL=63.25
4960 - FL-63.85 $� T^
4970 -
FL=59,100 F L=70.70
FL=5 65
! - -�- - - - k -- --
11� FL 59DO
--
F.L. 68.25 F. 68.66
.L.=68.40
4" SS SERVICEI(TYP) �Qq�yJy�i. �� G' O•E� F.L.=66.70 ��P•tt' h�l
=57 33 4yy �� P'\J4Z' r.L. 6.60 Q� P JP y PLO .
Q- Ct'S'• G �Q• NEW 8` WEIR MAIN G
4950 FL=66.3
1g.•GG 1y O. ,
4960
��k,� °P� nO ro a� rnMf alO In n10 al mo 00P`�F q6 e�.• mC1
y a n cag� ri ri,ad .i w Y Y rt3 ui d n
r r� r r,v rlr• r r+ Y� y~ yip~g rI a ►v/'�)
m10IN aIn mn Leo rna no �o m� o 0 a
ri ri ri rig ,m a .r Q ru n d of d of
m m � o m m m 20+00 u n 27+00 26+00 25+00 24+00 23+00 22+00 21+D0
T
r r a K a r a r < r a + a r
26+00 25+DO 24+00 23+00 22+00 21+00 20+00 O
WATER MAIN PLAN AND PROFILE
A83J SCALE: (1`=50'-0' HORIZONTAL) (1'=5'-(` VERTICAL)
WATER MAIN PLAN AND PROFILE a/
A83.1 SCALE: (1'=50'-0" HORIZONTAL) (t"=5'-0" VERTICAL) 3/4" WATER SERVICES
LT RT
21+ .0 rr^^
22+1313.0 V 1
3/4` WATER SERVICES 22+83.0
23+46.7
LT RT
24+23.0
21+03.25 24+93.0
21+77.70 25+71.0
22+51.60
23+25.50
23+99.45
Drawing Date: 02107108
ABU
AS-BUILT
o2/07/M
#05840
~n ------ - / °� I ---l---II�
-■ --■ �NO V���_i(�Vg1�350d0�■ ■ ■
z
PER M.
0-9 13M
OF
- I - - - - • - - '--�-�
--- --- - _ _ I I I • NJALMARSSON ��
/I -- ---- p I D I q 10i I No. 7PE
TDP DE BANK � Ng I
am � I I ON � , '� F ''� i � ^ r7 a"T ^ I I _ I I •
9R
O -_ ITOP ~BANK _ J 1- I Sheet 8 of 17
$�
3 10 g I dO1S/13 s� _-_` --% �_ I I I - �.,\ - . i d0.1 zuS I m
L -------- ----- ----- ------ - - -� -J -
- - 21m
-------- _ - ---- _-- -- ------ __ 1---- ��--- --X11wj
_- ---- I � �
`y. IdO1S/1332tLS I I �._ NEWTOP (' I I' '+ 33ff[SOF
-.I . A`��Z , _ (CY OFABOZEMADATUM)75.7�4 I' ' , 1 .E110� 5 n I [ f
l 10l I W
PLAN VIEW /1
SCALE: 1"=50' A
W a
a,
J�
♦ GP �PayQO O 0 ' y �' 00 � ,1. 't�'E.PyF�P��h. h OPQ h� � �•�r GP �P�yQp
y4`0 yQ•yQ P�� rya9�O 11h�O`' aF O�6 x0�' ♦ 6 q p°i k M h•0 �� 5 m Q•y P.��
ti'�O y G�'C�GP i ,�x y.�P Ox'6 ,4c•�p. y y Q'+0�pS�11660.`® y�h O qOy GQO�?� Jp ,�y�y�o y G�Gp '� I/1 F�/�1I
x��p��Q1F'O�060 �� gry O+ 1 i� h 0�.'(J APO 00�' Ox°'•`P�' Ox0 0 y GY'�' 0 P"�y�0 0r°O� V l
o y �`'� oti 9�°to y�'op'�'o''�' ap•�ooF s�°^�,� ��y �ti 0+ `'•0 �d`y'� �'���'�oti
�Qy1�p[�a0. ,xk,_y' q•0 y,�0
�oG Vey r- xOAay�OG� ?��P�ypOP�p o.�y�p�
SPRING RIDGE DRIVE
W
4980
P P _ -- ----- - ------ " - " " AoI
--- ---EXISTING GRADE M /y
-----� 3/4" WATER SERVICES
---�� LT RT
' I
--- --
- - -- 2+21.51 2+11.17
2+91.12 2+58.93
OPSED CR
4970 4+23.12 3+4493
1_ ___ 4+89. 2 3+8793
�--------- FL.=56.05 .
NEW 15" STORM SEWER
W
5+52.12 4+30.93 rTl N
WI15" STORM EWER FL-70.85 6+5 .12 4+73.93
NE
FL. 4.60 " 7+20.53 5+16.68
CLASS 51 UCTILE IRONi PIP 7+87.35 5+64.18
- 8+57.76 6+41.68
_S ' L=66.15 6+89.43 L=86.21 7+32.93
7+76.93
iNSFAu 2,4',8' 8+20.93
FL-62.35 OF RX10 FOAM 4" SS SERVICE (T )
4960 WSULa AON 7 -__ - - - _ - - - --
6'-rL 63.25 INS OF R T'x4'M
NEW 8" SEWER AIN UL TM
FL=55.38
DATt/M GLBV
,O cv t0 M op "'D o 0) N M rn n 0 +(1 r fo O nip f .- •D f O ■I o r7 O
■� ri ■' Oi
w Y f f f f f f +.'f f •+d f f f
0+ 1+ + +Ob 4+00 -5+00 6+0 +0 + 9+ + Drawing Date: 02/07/08
WATER MAIN PLAN AND PROFILE AB3.2 AB3.2
SCAR t"=50'-0" HORIZONTAL) VERTICAL)
AS-BUR,T
o2/Cr7i08
#U584C
i
+ i + i + I + I CV0,4.was03 4nnn bt + Z Ol I o PER r
IF I - - - - - - - - - - - _ ' I I ' i
ck
1
--f r I
rn 00 r d gayARl(; !�rL
till
-•-' N N _ II N N OP` F A W`�OLT = 49/Z.68 N ~ \ �
31
1.p1 IUj �� I�- F- ~ --_I'- ~- CITY F B ZE N D TUM \ r- �•, ~ ~ I I Sheet 9 Of 17
o 0 0 o I o A 0 0 CD 0 0 0 1 1
I J J J J J J
I I 1 33?1LS
__ Izil
V I
b 101 - - - - - F I I w tg!
I -ice - I- � + b 101 s
- IJd
;`' __ 1 w a3 1!I!ln Zt m _ ,. I l N ► T7
_ I CD
NEW C08 BENCHMARK - - - - - -- - - } - L
TOP OF ARROW BOKT f 4967.75 - - d01 3,w I O I ' C -5
1 I (CITY�i BOZEI*N DAT;L�1} c,O I� ao a, O `. v u'> cc r� oo rn I I , 01 U m o,
II
I I
O O O
L �12
- I + I + I + i + oo I 9 101
- - - - - -! - - - - - �4 ■ / U
Ln
N
V
_ PLAN VIEW a
SCALE: 1"=50'
� � 3
MVP
a�G Gy,O
�J
Q'l
of ,�2• �.C2• JV ry
Al Oh•�6 ryy pO���O
9• °i
\ryh',�� �� �a'� VP�r�'�G00g.P��P x 1 J` ♦ 6 p5 k p �,
yyy +0 Qt GPI �N�\Q4 Q4ry0���1 35 0 tO ePQ,
��
4980 SUMMER VIEW LANE
� � �0 0�J��-
Oz P�pQOb�o Q-�a
3/4" WATER SERVICES
- - LT RT
4970 - 0+56.29 0+52.00
�- 1+04.07 0+91.00
1+47.07 1+25.00
PROPOSED�GRADE 1+90.07 1+59.00
2+33.07 1+93.00 (�
2+76.07 2+27.00 N
GRAD s FL=_67.59 3+19.07 2+65.50 W O
E STING GR i ° t F.L.-68.40 3+61.82 3+04.00 N
4+09.32 3+38.00 F0 C
1 NEW 1 TORM SEKR 4+87.07 3+72.00 U
FL.=61,
5+35.57 4+11.19
4960 _ _ FLI 62.92 L=63.00 5+79.57 4+78.64
6+23.57 5+15.89 04
' 6+68.07 5+49.89
7+18.14 5+83.89 A
INSTau 2 xOSss' 6+17.89
FL=59.00
OF RIGIDoaA! \-4' SS SERVICE (TYP) 6+51.89
L=58.65 INSULA�iav
. 6+24.89
FL=58
----- - 69 - - - 7+ .89
NEW 8" SANITARY 5E111R
FL.=56.78
4950.UO -- - - -
N O an m N M) N IR N n OjIA N YI O r,IN N o0 N R cb N M
O O pi N af) t0'� r N 0 OW) O Y •-.1fI aV N 1� YIN a Drnwiag Date: 02107108
t0 m .'h Ip Ip tp� tp f0 p
m rn a a m mg o1'g ' m m ch m m rn ai mi m
a�a�a� <♦ a♦ a, a ♦ ai a el i
0+00 - 1+ 2+00 3+OU 4+00 5+00 g+ +00 8+100
WATER MAIN PLAN AND PROFILE ��+z A B 3.3
HORIZONTAL) (1"-5'-0" VERTICAL) M-BURT
02/07.108
#05840
r
II�I � I �II�II
Ili OPEN SPACE
Sheet 10 of 17
_ rrrr rrr . Mim. w T Sam-
NINE
' �_i _�® �s�■v�r -■r�►�� �■ I�a�■sM
HUNWR
e�� � �' � ? I !,, , �� pia■� e � b� ,_ " _ � Iy
IllIiIIII � �ILOT
fill
LOT 2
did
I ►
i If LOTllllLOT 3 CZ)
Ism
Ju
�!�III ,
LON4IIIINIIII,,
LOT 4Ir
■41
�� ` ■!1/,
IIIIN ''�
ni 0LOT 5
log
Mimi
_C _
/l�I.
----
LOT1111_allll � -
�i_I■1
1! • , 1 1 II ,
• il_i.1_
s ..
LOT 24
_I■1 1 + r I� , fir,.
11� - I , r�, + • IIII�1111 � • , -
il_L, �I —
I
II_.1.� iliblll LOT I
■jai
-,L q � T
� 1_ Iw�I �� r,�- � � l ' --�w �_�r�"•�� �� \ .�_ � i\� ��,� . t ,.ter � •
i t ' ME
LOT IQ�3ii N'=fi•_�Ei� �..a■ _'��� /'.1•��a_� j
.• I Ito4 Sq Ft
CD
■+ " '
i
O - roles I -t<T 14
089'08'24 L ' Lr --i jy� i ---- ' i------- 1 PER III
u
10' Utility Easement (Typ.) ��as.9s _ -------- -- *-------4 I I �_ lim MWE ,<<;
.�I LOT 24 i j LOT 15 LOT 19 I _ LOT bFCISTE
--+ -- 1 I ,
c`
- ---- I- - ---
f i
Y- f T - -oaosm zo iTiun EAseu9lt- - I LOT 16 NAL
LOT 23 sheet It o 17
t�01 18
_ L- --- -� _ LOT 13 of
RETENTION POND _ I �, I I - -------- -- I
RETENTION POND Lr� '' I ti ? =
�6000 FT"3 0 MID DEPTH 1 F- I F- ' I I �- W - N i j I LOT 17 ---------I DO D
N 1.5gpNEpP�W 4:11 SIDE SLOPES 0 G I i C t _i p- fo -- � I - O I C S
l ll'C IV PI"all.10. � J I J _i � I 1� - LOT 22 i i �1 - ' "
�f/.� - of ------ J iOT 17 LOT 1
TWSTALL-aTYSTANDARD_ V�O O I I / 1NSTACT TEMI[P}p'OgORND ) I
---- ------ - I �i/. " o RE SIDED I LOT 18 W I>
T -
DEAD END BARRICADE - -----,� I � -- .
0
DD croe sro owc NO.ose1D-2 + fr' I I ---- ---�-1
-- �' �------ -- ---- -------- -- --- - .5'..��EkP7(7 4:1WOP�S W I --- --- �, - !n 8 °
ti
T = T } I LOT
+— o LOT 20
+I - +o+oo- -- 1 N �n} m ` m �8
LOT LO 6
- --- ---
AWN TRANS TR --- 19+
--- , ����1�ta Dr`�ve -- - ------ - � �
..� .N -
U
C
--- - - - - - -- _ - v e eke Drive-,-,, W
f 2 7H .
PtD PHASE IV STORM SEWS I LOT ' j �J 1 J 4 1 } o -
0-ILYLICHT STORM SEWER AN I - f� - - _ ----- - - ----- -- - --- - - -V
n� o
1 NL.L TEMPORARYSWALE�- ------_
r N ti
I LOT i -- --- ----- �- -- - -- -----
-- q /r /
LO 29 LOT 2 f q - 0 0 =
i i� - W DEAD END BAR I J
ICADE I _ 10 I-
� a
�I - _ T I
TALL TEM�P-�OR_A.R_Y_SWAL-E DWC N 10$LOTS .OT TQREEMNOD ,-
48
-- ------- L 3 L01 36 ----- --
OT28
4 co�I
A A
Wo4i nT
-+_ D
EY, A PLAN VIEW
a
PLAN VIEW SCALE: 1"=50'
SCALE: 1"=50'
O pQ� n HIGH W� a
O «I
THIGH
CIO clo
Al
�OQ'
HIGH POINT ELEV- 4971.92 P�• P S�' y --
;y� HIGH POINT STA- 19+07.82
PVI STA= t9+05.58 �x g9'1 ry
PVI ELEV- 4973.05 '`'CT h, k1 1A p '3" b k�'1 � +jaj'�((,,,-bx - ;- i
A.D.--3.61 Z�V ��O ba�1 1x 1N0 ro�1•S h5�JB .6 6� Fv + r V
PV1 STA- 23+00 pp'o� K 89.t7 �c7 yx �J b IV x'� .�h. x�'D-�, ++ o., m r.
4, 'L . PM ELEV-4966.05 p• ,y1 a�
'�.Q,• A.D.- 1.27 �1gs bw 250.0000'VC hyb°>>0.�1 `YyxO' N m x`o} 4, N > > is
?' K- 133.42 OC'1
m per.��E 'y"D i (A LI w
h� 170.0000'VC �' � g o $ 0 1,ax tl p N
BROOKDALE DRIVE R N ' 4980 ALDER CREEK DR VE
-0.83% a
5
' PROPOSED GRADE I$¶NG GRr'1DE Z
4970 + _ - - - - -0.525
W W -
o
PROPOSED GRA OWN CROWN - m CROWN N
+ TR SITION TRANSITION NEW 18"■ CROWN
-0. S -0 _ AR(�ILR-6.25 T TRANSIN II
1 4970
1 NG GRADE
N
4860
4960
4950
4.95500
- - - - n Oi MI 10 N T ♦ W N
rn o�i rn o m, a a on m a �rn m rn w
s � ♦ d r e, ♦ a a < a a a w A
.17 4 RNLI' r^
J�p.o7r- --- -- - - I -- -- - 28+00 ...-.L- 24+00 23+00 22+00 21+00 20+00
'RI
ID "7j N� YJN �m qth hW �0 Nn �Ib � IN N� ��^ ♦S :�. i,,.:i
Ed PO An h0
us n Ala
+I •: _1_ —_ _ _ - _ ( 2 CENTERLINE ROAD PLAN AND PROFILE
26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 AB4.1 $GALE: (1"=50'-D" HORIZONTAL) (1"=5'-0" VERTICAL)
CENTERLINE ROAD PLAN AND PROFILE NOTE: TOP BACK OF CURB ELEVATION IS 0.06' BELOW CENTERLINE Drawing Date: 02107108
HORIZONTAL)--- -- -- -- - FlNI$HED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
AB4.1 SCALE:(1'�60'-0"HORIZONTAL)(1--6'-0"VERTICAL)
NOTE: TOP BACK OF CURB ELEVATION IS 0,06'BELOW CENTERLINE
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
AB4.1
AS-BUn
ovmio6
05840
of +uc�I h;
+ PER M.
NAl _
m S 10 �"M7
-- ---L io z OP 0( 9NK
w AL
�
?-1 _
N Co r, i I d I I J �OP BANK I J I O �� I �O i
lO� J
o co i Tt.25 c� n , Sheet 12 of 17
o ua u J I 71.L0 do1S/13 1S --�_� _ I I \�.------ e.sa dO1S�1J 2/1S- I I 8
O CJ i ;' - - _ � m1E
v S� C - - -- 69. 70.55 -- ;� - ---------------- -I- --_- y.. - ; �C
I J _
z 7�.05 - -- 77.18 78.15 7870 79.H
0 F D N
O U
p -- _ I + .I - [RONN TRANS _ _- —_ _-{ C �y y - ]� J _ /�p�n, !' g o - O Ci;� n. 7790 CROWN 1RANS ■ E 5
m - - - N' -' a �.l I t 1�,�n 1 r-�(.�I l/.ol ZZ�C. I -r-+- t- - --f- � u
- CROWN TRANS ► U
70.55 '70.70 11.05 ---� - ----- -- - - -1---- - - _ n.18__7.15 78.70 _- 79.44
dO1S/13-781S law - --- - - ---- - 1S/133 S 78.30 � '€
1 1 70.70 O \.., I I 6 I � 7a . 1
1 101 70.E N Lc, i coI log W
69za 89,4 (I O o 0 o J n.7 n I m
■�T` >
c I I I
I I I I I I I -
C
I '�
I
J --
Z PLAN VIEW
SCALE: r=sa' � �1
opt u
QU
y F
��
a" ,
o
PVT STA = 6+00
^y� PVI ELEV = 4973.51 O
g .y A.D. = 0.82 �n O N umi
rypx�10^ K = 121.33 a ro v^, m
k� + r + rn
100.0000' VC I m rn a
1K`T 11 II r^
Q W
V1
co Q W J
MN MN SPRING RIDGE DRIVE 5; a a a
4980
+a +a U w w 0. n ------ -----
m m 1
_ r
- ,� - - mW O- 1 W
- �- �. n
---- m O
5 . - - --- - ----D.C. as +II
I� 2
CROWN
5 ----- — ANST ON
o
TRANSITI II
4970 -- D. 2% ---_ - __ -_---- -
-
m �
rj M
oWN
F N 1RANSI TION TR N 1IION
I�
U
OAOfi 00
m NiO M'mv ma'1rna� rnarnw OmvDIrn,Mm� NmeNIma� �mOaIO�ms� a�a'.NmOs ��aI1rna��. m��'trnaV M��a�(rn,■.j �Na�'NmCrnsV - nNaa-m„ms/ OMmal.N1Mrna0j Mn�amNm.sj ��'.Or OOVaamf �°•'mNrna Naa01Nm<6OD Op 'M�roco
2 +0+ + AO 0Npa
5+ 0 9+00 10+0b — yl
CENTERLINE ROAD PLAN AND PROFILE
aea.z scALE: (1•=50'-0• HORIzoNraL) (r=s-o" vERncAL)
NOTE: TOP BACK OF CURB ELEVATION IS 0.06' BELOW CENTERLINE Drauing Date: 0?1,07108
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE. ----
AB4.2
AS—BLM,T
Ov07/08
\ I = 0 PERARSSOIN
��—i----i NoW7P E� oo r c
o 0 0 0 0 0 0 0 0 0 0 0 0 1 1
I J —1 I J I J j1 J J J J \ J I J \\ ' I J I \,J
�'1 I I I ���_ I I T I i sheet 13 or 17
s/�33a LS
.-
v 101 CROM TRANS -- - r - -
— �-- :� �c-Tian- ear iew aneg _� 101
O
lip,
I - --- ---------------- ------
-,65.35 .�576 ____ _ ___ 4.24 75.
I ` dols33 75.56
101Imo' Imo' ��d 5 0� 8°gs
- € t#
- cm) I� I � I� I p o Io I� i� Io o Io o l . Via°° — 8 w
••�•• -- I I I I � �
I --- —y — i
/All.ni...rn l..��.� ... I
9 101
�y
PLAN VIEW Z
SCALE: 1'=50'
O
y �
a e9
�ryFy�" PIA STA = 0+81.50 PVI STA = 2+67.04
px PIA ELEV= 4966.82 PIA ELEV 4967.93 +m na V1 w
A.D. _ -1.35 A.D. = 0.89 na lip
K = 37.10 K = 112.62 II n
50.0000' VC
100.0000' VC la-J NW
I Nw a
v m as
O
o " + 6 SUMMER VIEW LANE Fey `Z
N �1
16
c Iri r— 10
+ } N --- --
O U __ -
o ____1-4'4- _ ---_��-
> m m -
4970 N..-j > > w _ _ �� CROWN
m m F--
II TRANSITION
a n _
O.60R PR OS GRADE �
- N r
""-""-EXISITNG GRADE __"-- -"- -
In N i
M m
4960 � CROWN o -- ----- --- - ----
TRANSITION N MM
1~n tail 1�1
� W
DATUM EMT
495000
— -
N� N� N� Nx Nib OppO'I OMO
�p^p��rp �m �� �� OO n^ ^N nN nn na If n
rip .
a < a Oy el f+ as a+ <a eb iY as Ala as �la <a .r
0+ 0 + 2+00 �+ 4+fib + 6+I00 7
CENTERLINE ROAD PLAN AND PROFILE Drawing Date: 02107108
A84.3 SCALE: (1"=50'-0" HORIZONTAL) (1'=5'-0" VERTICAL)
NOTE: TOP BACK OF CURB ELEVATION IS 0.06' BELOW CENTERLINE
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
AB4.3
AS—BUR.T
02/107/106
saao
o � �
U 0 i
o i- CRONN iRMls
- - ��� f,l�•�� , V E pa .
` gt ))75 77.9 �P YT9�v
CRONN 1RMIS
QiOMN TRANS II On IL O
. ARS9.N�i
69.89 70.55 70.70 71.05 _ - 7 1 77.16 7.IS 2 fiol
79.44
dO1S/133?J1S _ 7o.�s S/133 S
7a.7o
- Ln CD Sheet f4 of 17
O O O O O O '� O O O 77.7
+ I + e i + 1 ('�i)>pwas°j Aeem p1 +
_ Z Ol D 6
u R
LJ
- 10711E ,\ m
T g rn oo l cc n\ v a
c� c� c14 cv \ cv C F
o 0 0 CDJ — o 0 0 0 CD 0 0 0 0 1 1 [ es
'CD
s6.21 at 3.3WS �\ w
66.51 66. - - .24 c s
b lUl caorM anus meows v b 101
65. 66.6 ° _" 14.24 5.25 `�F-+
� m G
d01S 33211 75. W
PLAN VIEW
SCALE'. 1"=50'
[U� Q
Q
P�
!G� ♦'shy°i"�
O�� PaQAo, 4'ryry14'0^6 rT�,
h0�°C11'
1 p 0 K
`1•Jy ,� p� + rn + rn
"vxti0 y y� .0 II >
ALLEY #1 W W
o
4980 ---- -- N -- ---- a > - S a
n a < an
b ~
CA
+ oo 5 5
e > a a F-I
p rn a 1• r'
> 5 g
S w
a a y htiA
4970
4960
fit
DATU.I(ELEI1
4955 00
Dn0 O4 roA aCD �M1 co 1pn ^� ni(j Y.^- pn 'Ola ^M iph Np N Vl
A, � Qp i � � q � Y� O� YN n qq °nil rn�
'�Y
O+DO 1+00 2+00 3+00 4400 5+00 6+00 7+00
CENTERLINE ALLEY PLAN AND PROFILE Drawing Date: 02/07/08
AE34.4 SCALE: (1"=50' ;i' HORIZONTAL) (f=5'-0" VERTICAL)
AS—BUMT A B 4.4
02,07/08
' 11
s �
0 _66-5, 66.A _ _ 7!1.2a 75.25
l - - P� VT,q�✓
b 101 cRov�1 TRANS G — 4 TRANS ? 7 101 C° PER M.
- -- - n o- - r I HJALMARSSONi
-- No. t'1867PE
O
EClSIEP
6.35 N VV I �I li 4.24 75.2 0
d01 165 334 75.
,n r` a N rr� \ v �n co r� cc 0:5 � 0 Sheet 15 o f 17
C
-) 'J (D �
/-i � � J U J o 0 0 c o o o zoo u m
i
\ C m m
L � _
r O�
�o
_f Q[I
_ - c sW 9 101 m
U)
N '
CD a vmi
N cn co a v c� gaaBEi o "� I E a
cv c" c� m
g >av
m p
CD 0 0 0 0 0 0 o O
N QN
O
L O
N 0
a
PLAN VIEW
SCALE: 1"=50'
PGA x it k09`
QQPO� PIA STA = 3+79.61 p`LhJ�9
PVI ELEV = 4970.91
O ��POryh A.D. _ -0.93
?� K = 53.93 yJ
^y0Q' OO 50.0D00' VC o o
tiRx^+k96b yP�OP I 1 ^ Y ^
+ n F w
to
+ 0 � a N w �a. F
M O 6i O ~ w a rT, O W `I
ALLEY •2 U N w
o rn m m 1 R
n '
„ 0,66% ^
4970 ~ w OP ii��CCJ1
W /1
a a
1. Py ry
O r�
Op�`'�o
4960 - -- --- - -1x
� V
4950 OD
A
DATC�M tlJs'Y' I vl
N� N� N� O� m0 Nam N� lO�Y h0 OM f� LINO Nm O� hN N� W
n� lw �� � ate° ; w'o mh �� �n aln ��
�Oi a0! YOI YW COI J Q a,� �101 a01 lcb COI aW �U r01 a0! a
a a a a ♦ w e a a a a a
0+00 1+00 2+00 4+00 5+00 6+00 7+00 Drawing Date: 02/07/08
CENTERLINE ALLEY PLAN AND PROFILE
A84.5 SCALE: (1"=50'-0" NORRONTAL) (1"=5'-0" VERTICAL) AB4.5
AS-BXJMT
OZ07/08
#05840
29
PER Y. 0 u
I
089'08'24" ►m,Ps¢7K
1U Utility Easement (Typ.) ,345.s9 (M) (M FPISTEa
089'08'24"
I 10' Utility Easement (Typ.) 1345.99
-
- --- ---
T i � , Sheet is of 17
0
- �- --- - I-- ----- ------ - - - - +----------- -r- - - r
I -- F -- - -- �--- 20' TIUTY EASEMEjY- - O -- --- - i ----1 '-
r o5E0 20 nuTY EASE / -
NINSTALL RETENTION POND I
i STALL RETENTION POND I / I ' C m
RETENTION POND u� v ih I / �s- I I $ o I C m
N Z6,000 FT-3®MID DEPTH � I _ �O I / W N 00RETENTION
FT-3 0 MID DEPTH v I I a m m
1.5 DEEP W 4:1 SIDE SLOPES / ',._ O _ `
B1;5 Qt ,P p 59.50.. Q I J I J I J J - -� CEP W 4:1 SIDE SLOPE`•
lJl't IV I �� e1 ���( A�59.50 ■ I J I I
T INSTALL-CITY STANDARD. ' I " / i I I 1n
DEAD END BARRICADE L O 0 v B C :ITY-Sl'R DARD I I p ag
0n COB STD DWG NO.09810-2 -- --- -- I . I o ` ' -- I s
0
n - I ID BAR ICADE" 1 Ito
f- - - - - ---- -- ---- ----- ----- - DWG No osalo-z T
lilt - 1 -'---- ---- , -�-- ----- ------� ----0- -- ----------
-_-- -- - --- -� H ,NI-12 U' y Ease of r 0 . •r�.�� I X ,NG 8 - g
+---- -+ 7D+00- +-TT ---� - 04� --+ Q -ii_i - -- -- - 1 -- -�-. _ ■ ib y L,�.<r :t,,tF} o �n 5
—f+
'y'— DROWN 1RANS CR 1RAN - - - 3j+:::»:I
_ '� ■ -H CROMN TRANS CROYRI TRANS
-
^ -N
o r �, -�., � 4 1 �
PHASE IV STORM SEWS -------1U LOT '�, e , ORM JSEWFR ANR r �-E}T- Y �" a ' F ` 'I^�I,
+_;1 y �•: I I TU
D nor sraRM SEWErt AN ! I LOT 20 M IV STORM SEWER
- - L - I T 1 r a
qq U - - -- N o
1N6TALL]EMP9RARY SWALE; L r - ' r D_■ ti I { 4
PORARY SWAI_
- ^1
LOT I
1
-1+00 LO 29 1+ ! LOT 2 -- - - 1 ! y - I
-- ---- ■ --L01 3 y- !I+ �' LO 2 1+ LOT 2
- I ---- _ '� oo ----
- }
1
OT
nT ')a VIE
W- n z LOT I -
---- - I _ � � r PLAN VIEW
SCALE: 1"=5U' SCALE: 1"=50'
F^y7 Q
1g yapA6�G�'Oh'L p ?�
O JCS �O" y
Qr
1 GAV gb5h P��a°,�j - ` �+��Q•gRgG�``J h�g 2
b'�,SR'
x0 Pla' b GIZ�OOry�6 g 4b
6g^09 1px 4k9 w0a�6' �~ . s9O otiA
,lg Qr�. `tih G 0Q`�p 0.t�1.�,y1 ,y y1,°jpti0.,LgLryw ��aPy� ti� 0p ��°'S � Jy°Vp'�.�'►^ry
4'op� •��ytivyG°,�y �x°��ooy+o�ti. 4,, g�anoo�alvry�, d`�0a�o0y���
Q ti � �a,�PGoti �. tip' � ♦Gr•�o'tib� '�e�ytir'G.���° 2
BROOKDALE DRIVE
0
4970
13.5 LF, OF 15" ^
PVC O 2.37X 4 1+1
Sp8 - - PROPOSED GRADE SOX
EXISTING 15" LW-83 WATER MAIN
OF
i 231 L.®1,45'1• 44.5 L.P. OF 15-
pVC PVC O 1.77X I NEW 8^SEWER MAIN W
63 .F. OF 15" F.L -62.2+ -- ----
gggg 21 .5 L-F. OF 18` P O 0.91 X 1 -
b6 95OL F. OF
avC U.5 i F.. -WATER8589 M NI.. 29 LF. OF 15, NEW .3 NEATER MAIN PVCL.F• OF 15^ A 0
FL=62.33
NEW 8"WATER MAIN F.L.LW 8575 3WEN MAIN NEW 8' R MAW PVC ®0.75X O 1.29%
F.L.-57.33 F.L.-56 82 4960'- - 1 t - --- ---
i
4950
O
4495000
-- - - - Y tV Y
- v a al �o lo
0+00 1+DO 2+00 +na 4+00
'O 8 w M O �Ir �f �I:A O G5 Nln n N C11 m m
h r)' nl "1 M n) < O fp _ a�p°p* of C1i O 01
a a� 'Ela a� a� Y� alf ad ea ♦Y +a ala Ye +< NZ
a� <♦
STORM SEWER PLAN AND PROFILE
26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 AB4.6 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-O` VERTICAL)
1 STORM SEWER PLAN AND PROFILE Drawing Date: 02107108
AB4.6 SCALE: (V=50'-O' HORIZONTAL) (1"=5'-O" VERTICAL)
ABC6
AS—BUII.T
ovo7ioe
�05840
y 5 so,o.aI�s.
A PER M.
♦ TOPSOL Y•R /f ♦ F W�EPLTH EASEMENT ARSS'ON LOCAL STREETS EASEMENL A SEE SHEET C1 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS LINELINE o• 9B87PE
IT amt- t.5 'y 10 t•au>RPROVIDE 6" COMPACTED 30' 30'' TOPSdL TO ROWDEPTH finE%ISTING GRADE EXISTING GRADE 1' S'�_ zs' t6.5' 't;.s 7,5'
�4�SWALE/DITCH CROSS SECTION DETAIL k ^Df i`-`' 3%&OPE 37 SLOPE
`'~ o o O 2 TYPICAL RETENTION POND DETAIL AB5.0 �p(E; NTS SIDEWALK SIDEWALK s�L�et r7 of t�
s v AR
1 0 O U U O O O O O 40 O O n n" 3"ASPHALT CONCRETE
_ NEW CURB AND CUTTER SURFACE COURSE 3"OF 1 1 2"MINUS m m E 7
CRUSHED GRAVEL O 0 O O O O O O O O O O O AB5.0 SCALE: NTS UU m
O O O O O O O O O O O O / C
UASE - Y MIN. O O O O O O O O O O O O O GRAVEL BASE COURSE
1 n r' '0. 1)_ ri _ 6.OF 1 1/2'MINUS UNDER CURB AND GUTTER d umi Q
h `� ' C GRAVEL BASE COURSE C_ r m
'iU AS
COURSE L INVERTED CROWN STREET 12"OF 6"MINUS PIT RUN SUB-BASE COURSE-
APPROVEDm Fn
AS REQUIRED g' g' NON-WOVEN GEOTE%TILE FABRIC g�i
COMPACTED SUBGRADE
EXISTING GRADE P D P
COMPACTED SUBGRADE NOTES. E
f1aTES: r�l :.IE 2X SLOPE 1. INTEGRAL CURB AND CUTTER AS PER C.O.B.SPEC,02528-1. 111 E
1. suegrode or ease tour e c 2 SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11.
ompoction shall conform to a.ctlon 02230(M.P.W.sacs, 1996 ed.) INSTALL 4"OF 3/1" ROAD MI% ,i. GRADE GRADE 3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC.02223. W a
2 caner,Ua lam.,null abe plm.d a ID'tnt-1,and anoll Gaze o minimam depth a 3/4'and mini-.ICU.f I/er OVER COMPACTED SUBGRADE .- - VAR /ES (TOPSOILING&SEEDING ON CUT FlLL AREAS ON g
3. 1/2'e"pan,i.n oinl n,ple.bl shall ow plaud l II P.C.,,P.T.S. u.b ml-and at not more Ihon 3a0'Intervpla. The
axynnsion malert.I Man..I.nd lh-ugh the roll depth of the curb and gutter TRAIL CROSS SECTION PROPERTY SIDE OF SIDEWALK) QI
4. No Curb and Rmt.,.Gal ba pi-ad.snout.Final corm i-b-tion by the City E,gin.m or hi.mpresantalfv.. 3 3" BITUMINOUS PAVEMENT z-
s. C-ost..null ore Cba.M-4000.
s. 0,,had arw.I bm,,Gall m.el tM npulnm.nb of Section 02235(MPW SPECS. 1996.d.) For wm.,w AB5.0 SCALE NTS 3. OF 1 112 MINUS BASE COURSE m
9au.r r.pl«.m."1 pr.je.",,.-had.«N may ba...d I.,111.11-1 ea.e, 9" OF 6" MINUS SUB-BASE COURSE
COMPACTED SUBGRADE TYPICAL LOCAL STREET SECTION
CONCRETE CURB AND GUTTER DETAIL `
A65.0 5 ALLEY CROSS SECTION AB5.0 SCALE: NTs b
SCALE: NTS C.O.B. STD. DWG. NO. 02528-1 _ - a.
AB5.0 SCALE- NITS
(�Tlil
R = 15' Ln
a
B e Frame and cover to be either Cairtl No. 52441,MCI 305 frame,
L 2•ws ••yam• .'e pPeHyorh �T) 5�8• % 5•• 305A aver,or IFCO 772 frame, 772-B cober. Covers shall have F-I
I_F.kdlt•v R" - - g� ( b"^s _�t ANCHOR BOLTS � 5/8" SMOOTH ROD r' 1' pick holes.
+�
0 CENTERED IN OPENING L
A - 2x woe. A-:
. • _ NOTE.All- - JL Adjustable rings. 1 joints between manhole sections, manhole all h
- ^5'^ •slDEws• '• i•-� s••aoEwax 1Y max top section, and around sewer pipe into manhole shall be
ANyI � watertight. Jointing material shall be"Rom-Nek" or equal
for all joints except between sewer pipe and manhole wall.
@CA(b r d
-••I"• VARIABLE
C v ...I a 1/2'AI OT .) _. 4'-0"
X Precast reinforced concrete manhole riser
and eccentric cone top manufactured in
Mal,ole steps at accordance with ASTM assignation C-478.
cc«cPErE suarra 1 t6' centers
wRIMPS rOSuuA,I coirPl-O W1rl iiau•L `, • ra.bn. _ / T/�
r1MNWL iK EMRE•PDM Af10 OlP or MF RAe3. Groat Irvyert la.pnneline ,1/l
of pip.iP!sac between
•' pfPa nd nannal
.aRfaNCE A:,l En 1N I III w11N (TYPI DMIN IKLT greoter than 1/9•,
neERMESN"r. .MR I I /2 tle./L.r. DyPM- ) 1 Prs-coat cnonnel
P ...tor nWaE WWT MraR 1jl • /h.-I ^
TIC OF CURB (- s 0' -IL �• CURB AND GUTTER TO BE WARPED F+�
'E"uv+„o10MN. mmW6E vuets sloEwux I-}3' �- 9•• TO MATCH INLET. a
5'SIDEWALK 7 s.s• No uP r / DESIGNERS WILL PROVIDE ADDITIONAL Variable °- -
LANDING / ROW LINE AS
vAalEs--- SECTION B-B BLOCK OUT FOR .,S - , '� DESIGN DETAILS TO FIT SPECIFIC "$a sl»e-.rope 1•'per f
Eno tow.rd channel.See
No LIP eS, wp / w OUTLET PIPE CONDITIONS. h.nn.l detal.
12" RCP (Typ.) I s g Flexible gasketed joint (typical
for precast bases - see detail)
I s:lEzx w0O1�sc y.IIII A
6, G q�PRRF- S G VEL BASE(TYP,) 3'_0 Channal die- of pipe
SECTION A-A aA\ 0
„-_7-4_ �--r• ff��rl NO SCALE precast or poured-in-place base.
Poured-in-lace base, minimum
SECTION C-C p
Cl STORM DRAIN INLET r4 Da a - ,-D a-a B rchte thickness below pipe is 7
LID�01lE 8 B inches. Precast base, minimum
uaHsrRucnun Rorts: die. thickness is 6 inches.Atl bases
I. Seandaroe ap N,e,to n.w t.a.tbn. tn ".e..b a-m•,.�w mm ss•boal.vo.a. AB5.0 SCALE:NITS C.O.B.STD.DWG.No.02720-1A(APRII 2005) (min) reinforced as shown.
]. Romp d c b con a
Dowd mo,ldkn Yore.
3. storm Drain inl,W,M1pU M c sWcl.tl P I.wm o1 ramp,. AAernalN,bcaliorn pamAtad Mly upon CNY Enginae.',appn,wl
4. Ramp w oe.-noel M 5•mmvnu r'`
5 S•da.a"do ape,.haN not aace.d Za.
R_,h of
PEDESTRIAN RAMP ~51pp. O
AB5,0 �cnannH to w°n
SCALE:NTS C.D.B.STD.DWG.No 02529-8(MAY 2004) ip'depth
NOTE: Storm drain manholes shall v
�' _ not have formed channels and the
orb aof E+_ lowest pipe invert shall be 9" higher
°Oo. than bottom of manhole.
W
SECTION A-A
SANITARY SEWER MANHOLE
AB5.0 SCALE: NTS C.O.R. STD.DWG. N0. 02720-3
Drawing Date: 02/07/08
AB5.0
AS-BUILT
02/07/08
#05840