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58919'43'E 13 7'7'
Scale In Feet
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VICINITY MAP
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CDs No 2392 -OVMAt!I PLAN
SCALE: 1'=100'
\
GENERAL NOTES NOT TO SCALE
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, LEGEND
MPWSS 5TH EDITION, MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS
TO MPWSS, 5TH ADDITION MARCH 2O04 AND ADDENDUM 1 JULY 19, 2005. DRAWING LIST ---SS--- PROPOSED SANITARY SEWER MAIN
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS - ® PROPOSED SANITARY SEWER MANHOLE
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER A81.0 - OVERALL PLAN
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. x(H..roJ PROPOSED SPOT ELEVATION
A82.0 - SANITARY SEWER PLAN & PROFILE (BOYLAN ROAD) M PROPOSED DRAINAGE DIRECTION
3. PRIOR TO THE PRECONSTRUCT10N MEETING, THE CONTRACTOR SHALL SUBMIT AB2.1 - SANITARY SEWER PLAN & PROFILE (BOYLAN ROAD, CREEKVIEW COURT) (DIRECTION OF DOWNHILL FLOW)
TO THE ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., CREEKWOOD DR P R ANIT.2 - SAY SEWER LAN & PROFILE NE CLEARWATER COURT & CREEKSTONE COURT) -W- PROPOSED WATER MAIN
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL A82.3 - SANITARY SEWER PLAN & PROFILE (ALLEY)
OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. AB2.4 - SANITARY SEWER PLAN & PROFILE (ALLEY) -#1 PROPOSED FIRE HYDRANT
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES A82.5 - SANITARY SEWER PLAN & PROFILE (TRAIL EASEMENT) D4 PROPOSED WATER VALVE
PRIOR TO THE BEGINNING OF CONSTRUCTION. AB30 - WATER PLAN & PROFILE (BOYLAN ROAD)
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AB3.1 - WATER PLAN & PROFILE (BOYLAN ROAD, CREEKVIEW COURT) ' PROPOSED STOP AND/OR STREET NAME SIGN
AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. AB3.2 - WATER PLAN & PROFILE (CREEKWOOD DRIVE, CLEARWATER COURT& CREEKSTONE COURT) PHASE LINE
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION AB3.3 - WATER PLAN & PROFILE (BRIDGER DRIVE) PROPERTY LINE
OF THE CONTRACTOR. AB3.4 - WATER PLAN & PROFILE (BRIDGER DRIVE) Q PVI SYMBOL
7. TRENCH BACKFILL SHALL BE TYPE A. AB3.5 - WATER PLAN & PROFILE (ALLEY WATER MAIN)
8. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. AB3.6 - WATER PLAN & PROFILE (ALLEY WATER MAIN) -•-•-•--•----- SWALE
9. BENCHMARK: TOP OF RIM OF WESTERN SEWER MANHOLE OF HEADLANDS SUBDIVISON AB4.0 - ROAD PLAN & PROFILE (BOYLAN ROAD) ---SS--- EXISTING SANITARY SEWER MAIN
ELEVATION= 4752.15 FEET(CITY OF BOZEMAN DATUM) AB4.1 - ROAD PLAN & PROFILE (BOYLAN ROAD, CREEKVIEW COURT) EXISTING SANITARY SEWER MANHOLE
10. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. AB4.2 - ROAD PLAN & PROFILE (CREEKWOOD DRIVE, CLEARWATER COURT & CREEKSTONE COURT)
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER A84.3 - STORM SEWER PLAN & PROFILE (BOYLAN ROAD) IN EXISTING WATER MAIN
SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. AB5.0 - STORM SEWER PLAN & PROFILE AND DETAILS �1 EXISTING FIRE HYDRANT
12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. In EXISTING WATER VALVE
13, ALL NEW FIRE HYDRANTS SHALL BE EQUIPED WITH MUELLER HYDRANT DEFENDER n �-'(� !l ++ • EXISTING PROPERTY CORNER
SYSTEM. CONTACT CITY WATER DEPARTMENT FOR LOCK REQUIREMENTS. e` , 7 ,N � EXI INCH ROPEREBAR WITH 1 R INCH
0 14. NOTE: TOP BACK OF CURB ELEVATIONS ARE 0.126'BELOW CENTER LINE AS W PLASTIC CAP MAR WITH 1H /4 INC S)
to ELEVATION UNLESS SHOWN OTHERWISE ON THE PLANS. O1/OQ/OQ
u' 15. DUE TO HIGH GROUND WATER CONDITIONS FULL OR PARTIAL BASEMENTS v�l v
N ARE NOT RECOMMENDED
aREWDON
SEWER/WATER/STREET PLANS - - m ��'°°�
urn/re/Ls
O I.ru1/za/oc ^'
j CREEKWOOD SUBDIVISION OVERALL PLAN
Enginee-g and Surveying Inc. `o s�5 m
BOZEMAN, MONTANA I Bronentlye U •Bozeman,MT 976 N A
O o P.VB B!B P/rone 1406J se7n 1 5•Fee I'>UBl 597-976 I -
o w.Aw.cnenylnnAncnm n,ro�mre�reK�ee�s can TO SURV
RAF B✓B
LOT 32 - ----- -
PRDPOSED 0.186 AC.
L-IIIRRIGATION
.ELL
LOT 33
0.263 AC.
LOT 12
0.231 AC.
LOT 3z
0.303 AC
Sheet 2 of 19
0 LOT 11
0.233 AC,
C?
LOT 3
0.300 AC. LOT 10
0.218 AC.
F
LOT 1 1
SNP
0.251 AC. LOT 9
0.249 AC:
11 1 LOT 5 0)
C
0.264 AC. r
LOT 6
0.236 AC. 2
c
LOT 4 LOT 7 W
0.304 AC. 0.232 AC.
Ul" t.
LOT 2 PH
0.230 AC.
LOT 8 LOT
0.246 AC. 0.259 AC.
- ------------
-----------
--------------
LOT 38
0.257 AC.
0 0
LOT 44 f4See
------------- 0.252 AC.
Clear t
fi +
B8.06 LOT 45
0 277 A(., III 11 T A 7 1 n7 f% .01
PLAN VIEW
SCALE: 1"=50'
4" SEWER SERVICES Rc
LT RT
3+47.2 3+21.0
4+02.5 4+48.1
- 4+74.6 6+50.9 A �x e
-b. A
b 5+44.5 7+10.0
'o 8+19.4 8+36.1
BOYLAN ROAD `ma10+62.5 8+72.0
9+5
9+9;*
4775— -io+i 2-
- P OVIDE EXTEI SION 3ETWE'N
-WIT AND 45-RIF D-Tr-PRO-V In
CLEARANCE OVE WA T R MA
I N
4770
GRA E WA ER 10110E n_ (Typ.) INSTALL 4;4.364'
4765 =RID 10A
,, A I 1 g"DE
NEW 18" STORM SEWE 115�52,,F:�8 s 35
NE AN D,_i5
FL-57.70 L 8 1 4ML a 0. 7%
4760 NE W 15" STORI I SE WE F�5199 ;S 0 1).406
F.-58.! 49.40 LF 8" SDR-35 PVC
t--= 1702 1 1: -35 PVC 0 Oj405%
-L-1= —pVC SS 0 0.462%
Sum-PVC Ss o 0.4161 —61. 7 LF 8" SO -35
51.00=F8 JpVC !jS 0 D.40-n; LF 8' SDR-3 p ss 00.4 45
1
4755 PVC.SS 0 0.408%
DATUM rzEv
4750.00 0 OR q IR all q
n ol K) 0 (b 0 1 Ui
* * . 16 N
10 10 rol P
0 .0
c� " N " m In �i r-: 06 C6 cd 00 0 0 0 a 0
.0 10 0
ol 'o 0 'o-
8+� 9+50 10+00 10+50 11+00 11+50 12+00 12+50 Drawing Date: 01109108
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 ,f: 9+00
r,-)SANITARY SEWER MAIN PLAN AND PROFILE
,A82.0 ECAII�(I"=50'-O" HORIZONTAL)(1'=5'-O" VERTICAL) A B I O
#05522
---------- --- ----------------
LOT 15 ---
------------------
0.372 AC. LOT 21
0.255 AC.
- ---------- ------
LOT 17
0.372 AC.
X., LOT 22
0.255 AC. Sheet 3 of 19
LOT 16 LOT 3
0.371 AC.
LOT 18 c
0.234 A LOT 29
0.235 AC.
LOT 14 0.326 AC.
0.296 AC. % ------- - LOT 19 r
L T 31 0.235 AC.
0.2 2 AC. LOT 23
H
r % ------ 0.241 AC.
LOT 2 g 1!
LOT
0.235
0.233 AC C
Ill
PUBLIC sz n
co
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OPEN SPAC9, 1 LOT 24 LOT 15
LOT 13 3 0.464 AC. 0.256 AC. 0.372 AC,
I c
0.231 AC.
OT 27
.235 AC.
LOT 32 -- -- -- - -
0.186 AC. -----
LOT 33
"I LOT 12
O 263 AC. 0.235 AC.LOT 26 LOT 30
0.231 AC. LOT 29
\01 .234 AC. 0.235 AC.
u
LOT 34
A 14
Q
LOT 25
0.297 AC.
OT 11 u C,4
.233 AC.
s
PLAN VIEW PLAN VIEW
SCALE: 1"=50' SCALE: 1"=50'
4" SEWER SERVICES
b b LT RT
X
11+53.7 13+73.3
12+15.1 14+82.8
1 2+55.1 16+17.7
T 47.6 17+77.5
BOY LAN ROAD E 15+16.0 18+63.1
-TT
6 79.87 9+ .4
1 456.5 4
5420 4775
11 8483.8
194 78*9'
PR OSED ',RAD 4770 477
-
-Tn�(rs-j IINGG I WDi 314 WATER 5f
CRQS$ING(W.) OF RIOD FOAM
NEW 15 STORM SEMEJ?,- INSULA 77ON
FL=63 78 4.2 LF 8 SDR-35--
476
124.2 4765
SOR-35 �C] SS 0 0.4031.
tr--7�6�75SF 8"'C
-SDR- c SS 0 0.403%
7j�0,1 7LF1.1 36
1 :5 SS Or4O4% tF 8' SOR
'C LF 8" SDR-3$ VC s, 0 0.409% PVC SS 00.4039 4" SEWER SERVICES 0
SS 0 0.404% 4760 476 LT RT-50.85 LF 8* SDR-35
Pvc SS 0 0.433% 0+35.16 0+41.70
4EW 8- WATER MAIN
DATUM ELEV JFL-6 04
4755 475500
a � � hA l�l
0+00 1+00
vi 0 10 w I co .6 OD 00 m m 0 0 0 6 6 C4 C4 N li n 1) ri
10 0 0 0 0 0: 10 0 10 0 0 0 0 10 N N N N r, r, N
---�SANITARY SEWER MAIN PLAN AND PROFILE
N N N rl N IN N N
13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 �1 !SCALE: (1'=50'-0'HORIZONTAL)(1--5'-0- VERTICAL)
IJ
(:��:)SANITARY SEWER MAIN PLAN AND PROFILE
��-ALE: (1"=50'-O" HORIZONTAL)(1'=5'-O" VERTICAL)
Drauing Date: 01109108
AS UM AB2.1
olzo9X08
12
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0 .9 .001
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_ I LOT 7 �� TAi=L.yt11A Sheet 4 01 19
>L O>Ui I - -� ---_� \ `� 0.231 AC. 0.232 AC. 3Q x
POJ l 1 - r - - c -
LOT 8
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0.241 AC. r ` TJ
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0.29 A 0.299 AC.
\ �1� / - - __ 1 �__ - - , II • HYDRANT 'ARROW OLT- 4 9.
------------- � _- ------ �; U' 0 2�*0 LOT 40
ia0 �;� I I r _ .� @� • 1j 0.256 AcIts
` • +0 Pvc LOT 42
/� i i �gUC O , 5 ^
1 ` > �' 7N ii� r 3 0.290 AC. o yy
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PL VIEW PLAN VIEW 3
y SCALE: "=50' SCALE: 1'=50'
[i � `iV•, a
A •t0 �o `� �ti Re
j 0 y9�
y h00`7' 'S
'S y iy y0 y
w'`� 1K11y � '\y y'y `O7•k1'\''�y 9�yk.y'S.yS •� o� 0 0 w k 1 �•.4k xy' 1y,�1y y e<'� 'L ,� O�
0 a k y y• �' 1 o p 1 � a s i �� � h °�'0 6 �' 6 ,O w w y •c y 6 0 � �i
SEWER SERVICESw'\,\y,�y' y w9 ,\00 yti.M�yyyyy. 1z dR1�41 \��•����4h'\ y, 6y,LOk1y ,\p ,\y� ^y0�0� a��
d 0 a4� �x0 yb,��l�l ClM � �11 5zti yR�� a s VOy OL �ywy y �� �14� �� Q y 1 Cl yz a�q�k y
LT RT ��.�\ P��dJ � 2 ?1r �°ll kx`7• 41a�,�a `���p�"\a?CCNN�14 �4�' `��. Ou a�'d� QS�`"3'�aa^ y� O`�o
1+19.61 1+26.35 F� 4� 4\�, an�? OJ QJ 2� P��? cam• ��` c��,�� x �k,\6�y0h
3+12.40 2+07.74 ��,
3+68.50• 2+95.08 4765
4+28.80 4+39.80 4770 -
5+97.20 6+10.80
7+03.80 7+32.0 �(
• PROVIDE EXTENSION BETWEEN
WYE AND 45'BEND TO PROVIDE 476
CLEARANCE OVER WATER MAIN
EW B WATER MAIN 4765
CREEKKNDOD DRIVE 4770 - - - FL-5,.53 4" SEWER SERVICES
LT RT O
475 0+24.15 0+34.0
0+30.65
I -
4" SEWER SERVICES 476
OSE 6 L 8" R-3 LT RT rTl A
_-- 0 7L l '
DATUM ELEV PVC O 424
0+34.16 4045 LF 8" S
4750.00 DATUM ELEV P C SS O 0. 4%4X
rii N 4755.00 W
4760
18" IN. Y m 0
SEPAR NTION a a ^a
0+00 1+00
o+oo rT,
65.5 LF 8" SDR-35 � 183.90 j8" SDR-3S
PVC S O 0.412% 822.2 SS t 0.D26R56 .17 LF 8" S R-35 92, 5 g" SDFt-35 1 g,36 LF 8" R-35
pvc sS o o.4o3x SANITARY SEWER MAIN PLAN AND PROFILE nSANITARY SEWER MAIN PROFILE V
VC SS O 0. 26% p C SS O 0.4 1% pVC SS O .4107G
ATER MAIN CROSSING AB2.2 SCALE: (i"=50'-0" HORIZONTAL)(1"=5'-0" VERTICAL) A62.2 SCALE: (1"=50'-0"HORIZONTAL)(1"=5'-0" VERTICAL)
DATUM ELEV
475000 T/1
O O OD m O O tD m f t` O N N M n V 1
f` O N M1 N N N N N N N
10 G 10 t0 10 1D :D 00 iD OD ,D ,D ,a 00 :O 00
1+00 2+00 3+00 4+00 6+00 7+00
SANITARY SEWER MAIN PLAN AND PROFILE Drawing Date: 01109108
A82.2 SCALE: (1'=50'-0"HORIZONTAL)(1"=5'-0" VERTICAL)
AS oM AB2m2
LOT 53
0.235 AC.
OT 46
0.244 AC.
LOT 52
H RANT #14 HYD ANT #13 H RA T 012 H T#11 0.173 AC.
RANT
BOLT= 4752.0 ARR W DOLT- 4753.91 RClW BQLT- 4757.55 Rr.N,,OLT= 47d,.i4 I t ------------------------
Sheet 6 of f9
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LOT 51 U) 8
0.393 ACr
L
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INSTALL "NO P ING AN TIME" sic aE
(WITH ONE R CTION A ROW, TYP
I Islu i U llil
PLAN VIEW
SCALE: 1"=50'
"T
I PAN H Hj
T
RANT #14 473 ' W 00#LlTl 4753 91 R
'W 0 T
x
xN-
rye x
o
lb
d) x
110
------------------- --- -------------
------- -------
---------- -------- ----------
EXISTjN.
---------- ---- - —- — r
---- -79%
FUTURE GRADE 0
396.0 LF 'D 1.013%
PVC SS
PVC SS C)907% 4" SEWER SERVICES
5 LT RT
316 S R96%DR-3
o15+34.59
16+80.29
18+47.07
19+7779
21+27:78
23+84.13
24+39.13
24+89.1 3
25+39.13
25+89.13
Vl
Drawing Date: 01109108
q
19
ll� ci 7 ol
c4 �i r, oo:
0 IS
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14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 AB2m4
(-,--�SANITARY SEWER MAIN PLAN AND PROFILE AS FM�MWM
AB2.4 SCALE: (1"=50'-O"HORIZONTAL)(1"=5'-O* VERTICAL) 01-/09/081
4055221
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SCALE: 1"=50' Ro"
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4720
A
8w
496.09 �l
-- -'93-9-LF'8` SDR-35
PVC SS 313.8�
0.520X LF 8" SDR 35 14.00 F 0" SDR-35 �Tl
PVC SS ® PVC SS ®0.407% F+�
DATUM 0.475%
4710.00 hh•'N��)
O O O O n O N Or n pp �p O a0 M O O O
Sri vi 0 o r� of of o� m oS m ai of n vi c a r `
N N N M N N N N N N N N N N N N N N v
r n n n n n n n n n n n n n n n n n
a a a a a a a < a v a v a a a a a e
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
�1 SANITARY SEWER MAIN PLAN AND PROFILE
A82.5 SCALE: (1"=50'-O"HORIZONTAL)(1"=5'-0"VERTICAL)
Drawing Date: 01109108
AB2v5M
Ol/09/08
' LOT 3
0.300 AC. / /r /� --, \\ LOT 10 ` \
/ o.z1a AC. \\ xo oi34 AC. LOT 29
1 0.25
O AC. �, \\ I / / ,' �Q 0.235 AC.
/ - LOT 9 LOT 14
A I 0.296 AC. / Jx\ LOT 31
LOT 5 0.249 AC. I IN s
1 + II 0.232 AC.
1 I I I 0.264 AC. n� ` / , r / 3
LOT 6
p I I 1 0.23E AC. - / , / 1 \ ♦ �' / / 'LOT 28
0.304 AC.
1 i LOT 4 II 11 1 \` `J / 1 \ \`� / /' // 0.233 AC. \
1 I LOT 7 \ / / \
I I I I _� _ _ 0.232 AC, \\ // I � PUBLIC OPEN SPACPG ' \\ Sheet a of 19
LOT 2 - `\ / )T 13 I _ _ 3 = 0.464 AC.'i/ \
I 0.230 AC. LOT 8 ` I l 231 AC. _ - ------ �` \
I I �,/� o N,✓ 0.246 AC�r \ LOT 3 /ORANT 4 I I r - ^\♦� -`� / \ \ c m�
\ \\ 0.259 Ac 2ROW BOLT- 476 \\ LOT 32 ----------- ���� \\ LOT
AC aim
7 _
\\ \ (n
LOT 33 \ \ \ r D
p �' I / \ LOT 12 \ 0.263 AC. \ �\ \ LOT 26 rT c -
-- --+- 1 0.231 AC. + \ \.\ \ 0.235 AC.
c�g��1 I'1 LOT 38 \ \ `� o \\ �_ INSTALL "NO PARKING $^"
- �� 0.257 AC. ) \ \
LOT 34 \ \ \ (ATM ONE DIREC F"
LOT 44 \\ 0.303 AC. STAU mP
0.252 AC. Cleajr, to
c
a .ob LOT 45 I �� i, \ \ I \\ `\ L w 8 a
0•277 AC. LOT 43 I LOT 39 �� ,i• x�� LOT 11 `\ \ 1 \` o
0.299 AC. / r 0.161 AC. 0.233 AC. s w m
LOT 53 \ 1 \\ \ 1 \ \\ aasuoeg��
nosy Ar l , \ \. \ .' .' 'i' .��j \ \ I \\\ \ s - gRSo 2 s
\\ \ LOT 35
�}- PLAN VIEW •::, \ LOT 10 \ \ 0.270 AC.
SCALE: 1"=50' 0.218 AC.
LOT 90.249 AC.
'IG,CtQJO�y63r'1O�OO LOT 36
5��'Ct'o•\°O \'l •h,i'(' \'� `. '��\. r / , i l 0.256 AC. 11 �r✓-_' �" Q
1 Q '�°p `` •G�o �`'
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°x�;�°y�GC� yt��♦, LOT 7 \ TALL, 1A-2. ./ ,.»,. 'p�
PLAN VIEW 3
QEy♦Q ♦� Q`��L�• ♦ SCALE: 1"=50'
♦Gp yx x0♦.Gy� e�0 ��Gp' Oy a
Q\AS' !L Gy•\ ,�, \J 3/4- WATER SERVICES p"
d ♦x6' J ♦ ak c>r lb, LT RT ? J O`�StiGP ♦`O 0``}�O '11�" �J� Jy� G`'?pJ¢'� 3+61.1 3+66.9
1y k5 � GP ,�Q'7 ,♦ \J P p 4+24.0 4+52.2 � DEFLECT WATER SERVICE �JG .(, P,'` O0
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4770 $•P' BRIDGER DRIVE
4F-.1 ------ -
4765 -
EXISTING &PROPOSED GRADE -- ---'- ~�
4760
XISTI G 24 CUL RT
4755 --- _ •50
lj
E ISTIN
i 1---- - -.. -. --_ V1
`!\ _---- - INSTALL{X4•Ad
4750 / OF I.A FOAM BACK 16"
NJRIGID ON STA 1I+IO 11+7
STLASS 51 CTILE IRON 'IPE
EXI TIIN5G0 SS AIN F. .=55. 8 1O rTl
4745 IEW IS- MAIN-42.110
FO+i
zz
F. .=44. 5
DATUM ELEVW
474000 F. .=40. 0
0 0 o r n o m o n n a o _
p �p o n ci w o a a u> )
N Y�I IA 1N in N N Y1 n Oi ty C IV N l7 < 10 v
N N 0 10 !O 10 10 w 10 10 10 w
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
WATER MAIN PLAN AND PROFILE
A83.3 SCALE: (1"=50'-0' HORIZONTAL)(1"=5'-O• VERTICAL) Drawing Date: 01109108
AS MMUM AB3m3
Ol/09/08
q / 0 3s I I
T" gHy7j4i, III HBO qC� \� i� // �Y�O�F�1$`6'
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L ------------J _-- i I � _ Sheet 12 of 19
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4 ._. 5+ +00 +00 . —� No �C <�"ar"/l, I m
OCa q� �pM---_ —� I m _Y-- _ I .A ti0 C °�q/O LL o
8 CLASS 51 UCTILE IRON PIPE ` D �^
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P/P • —V V �r' ---- c�'— imrcw:ea isrT —9 —1__ c 3
E S °� N lY!1. !l ° —��— µ.xr q -
y v
, O O R
� STOpf ti'q O / AOSSi g g g�o^s s s� II�wm,
- a c
PLAN VIEW
w
SCALE: 1"=50'
413
hx yti�a �yPQ'PP�O P�J a-
e
0
xr16
4780 --
\ay
4775En
4770 - ---- OS D GR DE _ W r5
E STING 24" LVER ____ - O
4765 - --- - - - -'-
V1 rC
---- ---- a ..
---- '- - o�4760 MST 2 x x61' 8
OF RYMD no
w
8 LASS 51 DU TILE RON F IPE F =58 g O
4755
7
N 8" S MAI Iil
DATUM ELEV FL 53.0
4750 00
M n N cq r0 n N M m O r'I f N O c0 O �O O O rD O Y
N r1 M f .!1 t0 t0 O N O 10 n W Ol Or O O N N N
n n n n n n n n n n n n n n n n n n n n n n n n
♦ a a a � a � w a a e a a a a a a a � � a + a a
0+00 1+00 2+DO 3+00 4+00 5+00 7+00 8+00 9+00 10+00 11+00
(2)WATER MAIN PLAN AND PROFILE
Drawing Date: 0/09/08
A83.4 SCALE: (1"=50'-0" HORIZONTAL)(1"=5'-0" VERTICAL)
ANAM
OL09/O8
#056«
i
I
1 '
1
I
I ,
0 00 1+ 0 00 00 00 6+00 7 00 8+00 +00 10+00 11+ 12-1 'W 9#15 1 +00 I 14+00 15+14
-_----- _ ------- -LT-
Sheet 13 of 19
IV _— ------ - ----- - - C 0f° E
m LL L
Lo N a
w
Bessgsg�e �
PLAN VIEWgg�ags i p�
SCALE: 1"=50'
i
h GQ'/U-Q-G00y w
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0�aol NO
4760 — ALLEY -
t 5
�i
4755
� o
Z U
4750 Z
422
2 44.22 I
4745 ---- --- r�W,
3 44.22
3 94.22 '
4740 — - - -- - - ---_ --
GR 0 a F F.L=39. F.L41.i1 09—
E%IST1 G GR � 38. 3
4735
_-_- __-_ ____ _---- F.L.- 8.51 �
-- ---- ---- -- ---- -- --- N
4730 =zs -- F.L.= 4
g' 7
ASS 1 DU TILE I oN PIE i
-- W
--
- F.l. 29.41 w
4725 - _28.4
F F.L. 28.6
4720 = V1
DATUM ELEV _
I
4715.00
N N T N c) cf OR r h O .- YD m M M1 OD N' N Oi �O
e e ad o 'i ri < o is ro ri < a Drawing Date: 01/09/08
N N N n M M n r n n n n n n n a a v < a ♦
w � +
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 13+00 14+00 15+0
WATER MAIN PLAN AND PROFILE AB3m5
A83.5 SCALE: (t"=50'-0" HORIZONTAL)(1"=5'-0" VERTICAL) .c i�
Ul/09/08
#05522
Lv
/ I 0.235 AC. 1 1
1 \
\ U
\\ \ ary
I \ \ X
RANT#14 I HYD ANT#13 I I j LOT 52 \\
14+00 15+ +00 17+ 18+00 1tp 0 20+ 21+0 RANT 12 +p 23+00 H R 1 0.17i C \
OW B T= 47 A W OLT= 4753 {1 ! R(1�9 BOLT= 47$7, = 5 6 00 ------- ----\
Sheet 14 of 19
N o
�N2 =
I my
LOT 51
0.393 A I (r c
CreeAstoni Az t m
\ W-BOLT= n
El
I INSTAL "NO P NG ANY W €
14 g7;B88^�s�'m
PLAN VIEW
SCALE: 1"=50'
'o
Q4�6°
Ory 9. �.�JQ,yy 0• �Q.y QQ'66 9• Q ry6 P2• �• y Q 6 �.
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F L.-55 28
_ EXISTI- -GR _ F.L=55.6
_- --- _ - --
IROIS UCTI
J-fU--R-E GRAD CLAS 51
. = �
a o
F.L 47.8 F.l. 49.13 'I ~+
.L.= .S4 F.L. 4.93 _ F. =49.
F.L. 43.35 — F _46' 2 4" SEWE SER CES
L A
F. F43.39 - LT
F. =41.0 23 99.13
F.L. 41.5 F.L-43.8 24t49.13 r^ O
I!
F.L.= 1.09 25+49.1325 99.13
� 8w
w
r a rn m m o
ul N
o of o;
,n N ,n h ,� In `,R' ',R ,� ,� ,°� ,n ,� ,� Drawing Date: 01109108
n n n n n n n n n n n n n n n n n n n n n n n n n n a r r r r r r r r r r r r r r r r r r r r r r r r r
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 2P+]C.
❑)WATER MAIN PLAN AND PROFILE AB3m6
A8 3.6 SCALE: (1"=50'-O"HORIZONTAL)(1"=5'-O" VERTICAL)
Ol/O9/O8
c
IN
0.232 AC.
x LOT 35
LOT 3 - , I
JAN 0.300 AC. LOT 10 0.270 AC. /x
OW 4765.15 0.218 AC. "LOT 28
LOT 1 1
0.251 AC.
LOT 9 PUBLI OPEN SPAQ,�
LOT 5 0.249 AC. 3- 0.
0.264 AC.
11 LOT 36
LOT 6 - ------------- OT 27
0.236 AC. 0.256 AC. 476 LOT 32 --------- IS AC.
FARROW BOL 2.7 0.186 AC,
�T 4 INSTALL W11A 2, Sheet 15 of 19
--WllA-2
L T 7 T
D710.4 AC. 30'x30* -307x,10- -2. LOT 3
0.2 AC. I TALL W11A
)"k3O"
LOT30
0.263 A LC
0.2
PAFVEMENJ"IRK LOT 8 LOT 37 C. o..
0.246 AC INSTALL "NO
0.259 - WITH ONE
LOT 34
--------- 0.303 AC.
T c
-7- -------- .7 6
r-------------------
----
LOT 11
cp 0.233 AC. w
XX
NS�TALL "NO PARKING AN TIME* LOT 38
.1,- ONE DIRECTION A OW, TYP.)
DIRECTION
A, 0.257 AC.
6 : LOT 35
LOT 44 w
ET N
-------------- INSTALLS LOT 10 0.270 AC.
Sr $IPI 1 0.252 AC.
0 11
Cie t 0.218 AC.
o6 LOPMO OF
0.277 AC. LOT 43 "1 LOT 3 Was
0.299 AC. 0.161 AC LOT 9
0.249 AC.\q,
LOT 53 HYDRANT
0.235 AC. A LOT 36
LOT 40
0.256 AC.
AND
OT 46 RAVEL
4L WlIA-2,
LOT "130"
0.244 AC.
X T 42
IN", 0,280 AC.
LOT 52 LOT 8
LOT 37
0.17h LOT 4 0.246 AG. 0.259 AC.
0.309 AC.
LOT 47
PLAN VIEW
SCALE: 1"=50' 0
LOT 38 %X
0.257 AC.
'y
PLAN VIEW
SCALE: 1"=50'
HIGH POINT ELEV = 4770.74
HIGH POINT STA = 8+40.32
PVI STA = 8+50
PVI ELEV = 4771.25
PVI STA 6+00 LOW POINT ELEV = 4766.78
PVI ELEV- 4768.25 A.D. -2.76 LOW POINT STA = 12+65.12
A.D. -0.97 K = 54.44 PVI STA = 12+75 z
PVI STA = 4+35 K 77.27 150.00' VC PVI ELEV = 4766.65 0
LOW POINT ELEV 4762.24 PVI ELEV = 4764.67 A.D. = 1.49
LOW POINT STA - 0+82.20 A.D. = 1.45 75.00' VC K = 50.22
PIA STA 0+86.70 K = 51.68 r
U.)
0
75.00' VC
Go Al I= 75.0)' VC + r-�
.
K - 41.A
4775 + � 1 , y)
&L-0, W * (> D
+ m >
w 11 +co
---T!0.00, /C A I;i +
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w
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+ 6x
so! � w
m m
4765
%
4760
4755
9ATUM ELEV
476000
0-!2 0! rn c rl�
ow co Md R)ci 0 d 9 6 0;c;
Ow NO NO w N !�r
N N N Drawing Date: 01109108
ON 'o,
w co
c� ni n n n 4,6 2
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
(:I)CENTERLINE ROAD PLAN AND PROFILE
1�!�-OSCALE�(I*=50'-."FH011IZON7AL)�(I"=5-11�-RTCAL�) � ABCO
NOTE: TOP BACK OF CURB ELEVATION IS 0.12'BELOW CENTERLINE AS MMUIM
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE 01/09zos
LO i I0.372 T—
O1T
-
LOT 21 L --------------
0.255 AC.
-2,ALL W11A
W.
--------------- ---------
5 OIL. 47 LOT 17 OT 6 0.372 AC.
'2, LOT 22 236 AC.
INSTALL WlIA-2� 0,255 AC.
A/ LOT 30 30"00",, L T 7 LOT 16 Sheet 16 of 19
0.234 AC. LOT 29 X 0.2 AC. 0.371 AC.
0.235 AC.
LOT 18 1).
LOT 8 0.326 AC c
LOT 14 -------
0.296 A LOT 31 246 Ad Go
0.232 AC. LOT 23 T#3 C
30"S30" -------- 0.241 AC. OLT-
_OT 28 ----------- U)
-33 AC.
PUBLI OPEN , LOT 2�
O"w
LOT 15
L T 13 0.464 AC, , 0.256 AC. P 0.372 AC.
.)
L
AU
0.2 1 AC. -------
H RANT #4 - ------ OT
AR 35 AC. ye p,W BOLT= 476 LOT 32 ------------- w
0.186 AC.
43
LOT 3 Ac.
A . LOT 26 WHI INLAI ASnC OR IDRANT
0.235 AC. • PREMA 20 P M T RKINGS !RC LOT 30
L T 12 -NO �21NS 8 STD 0> 0.234 AC.
0.2 1 AC. INSTALL PARKING TIME" SIGN ----- - LC NF\_
LOT 34 (NTH ONE DIREC ARROW, 1 DWG__ o.:
TALL W11A-2, 30-X30"' 11SL LOT 31
EE 11 1 z 0-232 C.
LOT 25 1 D 'STOP" IGNS LOT 42 b"
LOT 11 0.297 AC. 0.280 AC. 0
s 0.233 AC. 0.
T� ET ME SIGN LOT 4 04
STOP SIGN 0.309 AC.
LOT 35 PUBLI
% 0.270 AC.
LOT 10 A" ------ - - - - --3 KO PZ
0.218 AC. x /..'. - ';�� \\ „ �.-� - - -
PLAN VIEW PLAN VIEW
PLAN VIEW SCALE: 1"=50'
SCALE: 1"=50' SCALE: 1"=50'
PVI STA = 20+75
PM ELEV = 4774.51
A.D. = 1.92
K = 52.15
100.00' VC
d)
LOW POINT ELEV - 4766.78 'n
LOW POINT STA = 12+65.12 + W) c6
PA STA = 12+75 OD 0+
PVI ELEV = 4766.65 11
0 +
1p 0
A.D. = 1.49 o
+ ;za > ~ >
K = 50.22
LJ
1 75.00' VC ?
al
4770 z
4775 g n. >
+ 1.01-1
:2 6 8
Llj 4765—
4770-- m w w FL-68.25--
4760
4765 4770
DATUM ELEV
4765 4755.00
4760—
FL-66 92—
4755— 4760-- 0+00 1+00
(—,-- CENTERLINE ROAD PLAN AND PROFILE
V ELEV DATUM ELEV �A4JISCALE: (I"=50'-0"HORIZONTAL)(I"=5-0" VERTICAL)
5000 '0
'o 0 01 *0 i755 00
co N.(" 't,
0 0 1 1 q cl m CR n
Om q 00 0 N cl Q! , n ..W) . q A n F! r 0!0 0 10 w
0 ',6 0 w,6 10 w,6 'i 0 0 o_: 0 w
0 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+DO 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 0+00
(:�CENTERLINE ROAD PLAN AND PROFILE
�AB4jl _SCALE: (I*=50'-0"HORIZONTAL) (1"=5'-O" VERTICAL) CENTERLINE ROAD PLAN AND PROFILE Drawing Date: 01109108
HORIZONTAL)(1-m5'-0- VERTICAL)
NOTE: TOP BACK OF CURB ELEVATION IS 0.12' BELOW CENTERLINE
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
AB4A
AS MMU=
01/09./08
#�LLLLL I
> ----------
-----------
L4
INVALL "NO PARKING AN TIME" SIGP+-',
+>Cn ------- ............ I WITH ONE DIRECTION A OW, TYP.)
o Cb
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: LOT 44
>Ln b>L#. INSTALL S ET NAM SIG 0.252 AC.
v OF I cle a.F., t
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LOT 43
z
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0.299 AC.
HYDRANT
- ------ ARROW
z
z 0
--------------
0
Z4 5,
rn 2s z r- M C ��OT 46 ITI w -Z
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>
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0,�:z r).4 0 z
0--1
i4o W, I -u :4 LOT
:e 0 r >
CA 0 r 0.309 A01
Z
z LOT 47
L
9E
0.231 AC.
-------------- --
-----(AV------- --
ull n c
------------
i�0 ------------- > -------------
F or
Pr- r 51
27,44-
0
0 LOT 48
C-)A0.241 AC.
RF >
(JI
p 0 Z
.0 z
>
z
>
0
P 00 or 17.4
INSTALL -NO P KING ANY TIME" SIGN 0
> ArIII W4
it% --CTION ARROW TYP 0
r 8''vWHr L
1. L4 TVAR
>
z INSTAL�.0 S
> ------ 2�1A, 30.3
'7b 0) A(;.
50 HYDRANT
> 0 AC.
ARROW
t-j INSTALLG
S NEW,SfO ... �"ST SI
I
N
NG-NO),09,31
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4 0 01
PLO A4
VI 0) AA> >
0 C) 0
(b
z z ST S AME SIGN
�0 .0 QV C) -39
ON OF STOP SIGN
PLAN VIEW
SCALE: 1"-50' PLAN VIEW
SCALE: 1"=50'
PVI STA = 1+25 HIGH POINT ELEV = 4762.89
PM ELEV = 4764.00 HIGH POINT STA = 7+58.96 Vl
A.D. = 1.29 PVI STA = 8+00
K = 58.24 PVI ELEV = 4763.23
A.D. _2.60
75.00' VC K = 57.72 z
150.00' VC a 0
0
.0
+ 0 01
0 cNi
+ N N
+
C)
> > + 8 _k
m V)
dl
4765 0
E)
S&A
2 4765
4760
— � 8W
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4755 FL-63.49
4750 4755—
DATUM ELEV
Al ELEV 4750.00
of O,
o o 9 u� 0! w
fl� 11) N� q
10l
Ni N n I
0 0 �i 10, w C4 Gc4 0On,mNn 0 c�j ID g,4 cI -,4
cq I I I - 0+00 1+K)
0+00 0+50 1+00 1+50 2+00 2+50 3+DO 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 1 c Drawing Date: 01109108
CENTERLINE ROAD PLAN AND PR-OFILE r2_-�CENTERLINE ROAD PLAN AND PROFILE
��ACALE�(I--50'-O-�HORIZON�TAL)(r=5'-O-�11ERTICA�L) ',A SCALE: (I"=10'-�'�HORI�ONTAL)�(I'=5-11�-RICA�L) �
NOTE: TOP BACK OF CURB ELEVATION IS 0.12'BELOW CENTERLINE
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE. A B 4m2
m cmmucm
03L/cp9zcw
#055221
/ •N0.300 AC.
0.300 AC. rL1kAN
�) z LC
R➢POw 4 5
LOT 3 �1 Ow 4765.15 LOT 3
AN
LOT 1 LOT 1
0.251 AC. �' 0.251 AC. \\ \\ 1
PARK AREA- 9 AC
I
I
I \ \\\ DEDICATED PA EA L T 13
(TOTAL AREA - A A F 0.2 1 AC. Sheet 18 of
19
I LOT 4 I I %1 I LOT 4 I :: i�1 pppRETENTION POND) = 1. 9 C I H RANT
0.304 AC. I , i i 0.304 AC. _( LOT 3 / ` - �y AR OWE O
i - i AN _ IUII"Im c m m
LOT 2 I I LOT 2 ) Ow 4765.15'300 AC. N WELLCD
i 0.230 AC. _ I Cf(L EN "M7CRK i 0.230 AC. '-- �T 1 `
I , P� J I I CAL PAEVEMENJ"M7CRK
ARANT _ Q I I - QI 0.264 AC LOT
0.236 --- \\ \; m
p
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LOT 4 INSTALL W11A 2,
0.304 AC. 30'_x30" \\:\ �.\ m F
- 80 486 2 -- \\. 1.1` u m g
--------------� INSTALLS ET NXOF S�fM r--------------� INSTALL S SET NAi AC. I CAL P�MEN "M1(RK - - � ``� �� � _ � W
I �6 .06 LOloN4�o 06 LOl°N4 of St( I I I F-'�J - LOT 3 _._._ segsggseg .m
1 4ia I�_ �/ AN 3p0 AC. Maga�€
0.277 AC. 0.277 AC. -�" - _ ) OW �,4765I OK .15 �p y
LOT 53 ;.1 OT Ac. � T 30
/3
4 m
LOT 53
' 0.235 AC. ', '� '` - RROV --
V� l LOT
I'- ALL "NO PARKING A " 0.264 A
N TIME �N L7�
- ( LOT 6
o OT 46 \ OT 46 - p
0.236 AC.
I k\ eti' 0.244 AC. k>°0.244 AC. s66 LOT 4 O
INSTALL ST 1`ET NAM $I 0252 A I I LOT 4 I INSTALL W1 2,
LOT 52 � � �6� N P of stoG CI I j o.304 AC. 3o"x3o" L p� a
LOT 52 LOl°AC. 0.2
-- - - LOT 43 -'
2;7�50 1 I \ 0.277 AC.
\ / i 0.299 AC. ( MEN
/ �I CAL PA�JE J.ARK
/
> 53 T�raE'e" Tj
HYDRAN �
PLAN VIEW PLAN VIEW PLAN VI W P AN VIEW CIO
SCALE: 1"=50' SCALE: 1"=50'
SCALE: 1"=5 SC LE: 1"-50'
00 Jq,�OQ�ay 0P� pOr ,H�0��4hy 0P GP1,ykgy�'� 0Pr3 0P�
10G 0P J H P� 0�"L'� x�+ PG1 6y?1 10 Hk k h1�9 '��6 1 "� 0.���•
G ro'`',�k2�10 � 'l0 QOPyry, r G a 1 .� y. J r at•k1 GP 6.�6 '� � GP 6 O !�1 O
\?�,. r w116 � Z. �aS 4. 1 Jr HaOQ�ahe 'y 1xk 4?�Q\"y1H r 166y.\��hry � r JH"�b11p�.^1'� ��Q ►�--)
GO�YJH 5'\�1O '\ CJi�i
T! 6a\y,y�1y.
A
ox01 ox6ry��,;H ,H�g p �y. ti"\���\s �ti aP �� F+•1
EXISTING RARE 1
E�
4760 - 4760 I
476 -- 476 Q
33.42 L 12" SDR-3 32.00 Lf 12" SDR-3
PVC S O 0.75% PVC S O 0.75% 136.25 18' SDR- 5
22_51PVC S O 0.50% 4.10 LF 18•41DI-, 116.44 LF 1 SDR-35 127.13 F 12" SDR- 5
45.84 L 15" .50%SOR- PVC $$ PVC SS PVC
S O 0.50% PVC S O 1.05%35 S -----------------
L-56.51
4.60 LF 15" SDR-35 TT�
DATUM ELEV DATUM ELEV
PVC SS O .50%
4750.00 4750. 475
00 DATUM wqg$ DAT750.00 V
o n o rn o 0.OO FL DO 5 .35 - -
N lV tV
b lV t•1 lV Mi yj f a p p O O O O
~ < a < a n n n n n n n n n n Soo `S°
a ♦ a r v ♦ .r � � � � a a a
o+o0 0+00 - --
0+00 1+DO 2+00 3+00 4+00 0+00 1+0
STORM SEWER M PLAN AND PROFILE (2)STORM SEWER •2 PLAN AND PROFILE (7�STORM SEWER •3 PLAN AND PROFILE 4 STORM SEWER #4 PLAN AND PROFILE
'�A84.3 SCALE: (1"=50'-0" HORIZONTAL)(1"=5'-0"VERTICAL) A84.3 SCALE: (1•-50'-0"HORIZONTAL)(1"=5'-0"VERTICAL) A84.3 SCALE: (1"=50'-0"HORIZONTAL)(1"=5'-0"VERTICAL) A84.3 SCAIF: (1"=50'-0"HORIZONTAL)(1"=5'-0" VERTICAL)
Drawing Date: 01109108
m u
AB4m3
Ol/09/08
�ass; L
4.. LOT 16
9.6 24" / 0.371 AC.
2. /-_�aee ro ees ISW roll _ _ -
4• TOPSa . sR )
L(rnJ 4"R I °5" y. TOPsa /+ HYDR T 3
J_. Mo 3'R I I / RO BOLT=
Or.leis 1.5 p/!W)1'tedr( I \ •.) _Hl 4"R ` I 1
+
f--9"- ..a.. '4 •a•� • - D.O3T 15 Sheet 19 of 19
0 o a 080808080808080808080 0 III
CRUSHED GRAVEL O O C O 0 --T-- O O r :;�/ > / U m
0 0 0 0 0 0 0 0 0 0 0 o N _ \ L m m a
BASE - 3` MIN. O O O O O O O O O 000000000 O CRUSHED GRAVEL U U U O O O O 08080808080 // -
T0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O / `v ui°'r
BASE - 3 MIN. O O O O O O O O O O O O O / /. 11) ' %'
SUB-BASE COURSE 1 kA'svF_ \
As RFCUIRED SUB-BASE COURSE RE TION POND /y// '.�. ,/j a L
AS REQUIRED 7 ei 4
\/\\ �\\\\�\�%��./,�.\\/\//�\// �/�/n\/i.: ?jig �„ /�/B.O.R=4758. �5A T T ` to �;
n n
COMPACTED SUBGRADE �\i\,,Tya��n ,�\\l //•/ .� / ST j'� C Ey
GARB AND GUTTER NOTES: e ) COMPACTED SUBGRADE /�/ /,/// •�� ' O $�
,. -91.ae or Dare coupe compaction ehull conform to aeclion 02230(M.P.W.Specs., 1996 d. / a To
2. C---loon joint..hall ba placed of 10'inlorva.and.hall Mve a min mum depth of 3/4-and min mum widen of 1/0'. 2 SPILL CURB AND GUTTER DETAIL �� '
3. 1�z' var��an m teria D°n be plow l n P.C.s,P.T.e. „m r.wm.end at at more th-�300•int ry I The (1' / LOT 14
.pans°ion t�i sha0.all p.e" it .t mu.depth of the evro pod gutter. AB5.0 SCALE: NTS 0.296 A IN ' ,y, - LOT 31 a
4. No cur=oM gutter e.11 xI placed Wdlwul o final corm inspection Dr iM City Engineer or hie r.praaentalive. \\� c
s. Cancret.•loll be Class M-4000. 1. 0.232 AC.
S. Crushed growl=era shall meet the raquiramont.of Section 02235(MPW SPECS. 1996 ea.) For curb and r'" 3 �Ciyp" Mh`
gull.,r.ploaemenl projects,wasMd rock may be used for the gravel base. INL. T // W
CONCRETE CURB AND GUTTER DETAILggg € ig
AB5.0 $GALE: NTS C.0.8. STD. DWG. NO. 02528-1 EASEMENT EASEMENT " gg
LINE LIM1E 11` r t18 -$ � 4 c
� NLET
30' 30' I I
5'_I_ 8.5'_I_ 18.5 -- 18.5' _ 8.5' _ 5' L T 13
NOTE: GR4o 1/4"/FT 31G SLOPE 3E SLOPE 1 4' -AOE )F 1,I 0.2 1 AC.
SEE SHEET C1.0 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS kgRUES L� µtES HY RANT 1(14 I ' -
SIDEWALK SIDEWALK AR OW BOLT= 47 1 I 1t LOT 32
EXISTING GRADF EXISTING GRADE 3"BITUMINOUS ASPHALT 1 0.186 AC.
r;l 4t1 SURFACE COURSE
t 3"OF 1 1/2'MINUS -
GRAVEL BASE COURSE
6"OF 1 1/2"MINUS UNDER CURB AND GUTTER ' L(
3 \TYPICAL RETENTION POND DETAIL CRUSHED GRAVEL BASE
E� COURSE OVER 9"OF L T 1 2 0. W QrlLon
_ 0 6"MINUS PIT RUN \
\�.. ,
A85.0 SCALE: NTS < COMPACTED SUBGRADE E.NTI POND
\ 0.2 1 AC. \
Ea VOL-1 ,310 C.F\\'� 1 tf i ` _
NOlm. T.O.P. 4758.00 . ' ' , y w
1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528-1 ^
ALL SWALES TO BE SLOPED AT 0.57.TO PONDS 3: 1.
DRIVEWAY APPROACH. P AN VIEW F�1
2. SIDEWALK AS PER C.O.B.STD. DWG.02529-10 AND 02529-11.
UNLESS NOTED OTHERWISE ON PLAN 3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC.02223. ALE: 1"=50' �L4
(TOPSOILING h SEEDING ON CUT k FILL AREAS ON
FLOW DEPTH PROPERTY SIDE OF SIDEWALK)
1, 12" 4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE
PROVIDE 6" COMPACTED CONDITIONS AS REQUIRED BY ENGINEER.
TOPSOIL TO FLOW DFF'TFI 14"
4 SWALE CROSS SECTION DETAIL
Aes.o SCALE: NTS 5 TYPICAL STREET SECTIONS ,o
AB5.0 SCALE: NTS 0P�?4 OPoi�
Frame d cover to be either Coird No. 52441, MCI 305 frame,305A canover, or IFCO 772 frame, 772-6 cover. Covers shall have
GP1 6y0!y?M1ls9,� �lj• GP,�roroy\��,p �F
Lr 1" pick holes.
y�ay axd'
G O J'J �1rOk'Vra �G?0F�dy, �� 1�C� 4P R'`•. 'S
Adjustable rings. NOTE: All joints between manhole sections, manhole ring k Os` b 4�Z Ct, 1' k• 1.1�"y y y'S�
top section, and around sewer Pipe into manhole shall be _ C?��y k% 1k• ,d ��. ci F16k1y k11
t!
watertight. Jointing material shall be"Rom-Ne or equal R 15' F' OK Jb s 1 Jm 4'k1.1y v k16k�y
for oil joints except between sewer pipe and manhole wall. eA«a I v 0 .G �1 �y�vy",d, 11y,o q oP•(J'Sy0
--2'-D" n 4.
5"-` B I �x
4_p" •. I ''f�•) 4770 4770 Qv ��lll
M1 Precast reinforced concrete manhole riser oE�N 2 sits • _ C 7
and eccentric cone top manufactured in a tune. CITYA
\r Mahole steps at accordance with ASTM designation C-478. �.: •: - �----
/ 16" centers _ - --
{ n
Grout Invert to a WIWINnn - ••5•••• ,,,,It
1:2o IIA1L,` V sE(eWR(M.) 1�rj.I
pipe 1 d c •._"�"..il� •,tl rJ F
pipe pm noon I i, '
grater man t je'. %(. `•' 28.0 LF 15" R-35
r d PVC SS O 0 35R 18 LF 15" SDR-35
Pre-Cart Channel \ ._..I`..-••.... . .. PVC SS O 0.35%
nowise •..;( 4760 A
4760
s Ills eLva.f1re.)
45.0 LF 15" SDR-35 48.75 LF 15" SDR-35
PVC SS O 0.38% PVC SS O 0.37%
YI
Variable et.
- 4-� carKRfTe IF THICK
IAa 9.04 LF 5515 S38x 5
S."$8 (min. FL B" S MAIN
E8 I...Xlch t•per I. RAMP•10 Ix mNsra -0 ocncrAeLE �� nos Tin. NEW 8 WATER MAIN
$ toward d.toil 1.See w.arleIN wmAca E"OTH wnH Ao.Ac.
cnannel detail. Flexible gasketetl joint (typical J cO.ER.K: f fMptf woTH AHp ofprH or ra FL=59.3
for precast bases - see detail)
A FIBWl°E H1 AATT A-1I n1µ112 b/c.r. Srp1Y DaNN 1Nl£r
aR WITH.-I.ON.YL WIRE NI. (TTRON 1OG1'0N)
Channel = die. of pipe I DA4750.00 Vo o DATUM 00
D TOP OF CURB
Cr tz' 4750.00
Precool or oured-in- lace base. EUEvAF xL ro N-E slbEvulK 10 a d
P P ELEVATION. DISTANCE VARI[5. n lA b 10
Poured-in-place Dose, minimum SIDEWALK '" b roil fa
N4 bars - 1-O' c-c concrete thickness below pipe is 5'SIDEWALK FLOW LINE
5.T NO UP 55. Y Y f aI M f
5•-4" die. 8 inches. Precast base,l b....m LVIDIND SECTION B-B - -
thickness is 6 inches. All boles VARIES
(min.) reinforced as shown. NO UP - r 9.5 �,Nx NO 80AIJ1 0+00 0+00 1+00 Vl
I
Reams.
sae
Sbpe o1 ,•per fact - 6� IS CONCRETE , rSTORM SEWER •5 PLAN AND PROFILE
•5 PLAN AND PROFILE
Sl p.a to lull RAMP Y VEL BASE(TYPJ
w apt^ \ AB5.0
`_ SECTION A-ANOTE: Storm drain manholes shall -- SCALE: (1"=50'-0" HORIZONTAL)(1"=5'-0" VERTICAL)
not have formed channels and the NO 90ALE
Dia.of lowest pipe invert shall be 9" higher SECTION C-C
els41_ than bottom or manhole. Drawing Date: O1/09/OB
pp• CONSTRUCTION NOTES: ND IIIOILE
Standard epdie.ton oonwrucfbn,eKh ma.cub R"15',and min.5,5'Do-d.
2. Rom and curb c n M poured moMIMlk.Ny.
SECTION A-A s. sir«olk,oln'dete hml ha iimde 2xp•6eu et r w Aeemoov.lemon.wrMned only upon Cky Engine.r•e approv 1.
4 Rom .ism.non b.s .m
6 SANITARY _SEWER MANHOLE a 'p. , 7 m PEDESTRIAN RAMP AB5n0
AB5.0 SCALE: NTS C.O.B. STD, DWG.140.02722-1 ABSA SCALE: NTS C.O.B.STD.DWG.No.02529-8(MAY 2004) AS Q��R=�
01/09/08
//05522