HomeMy WebLinkAboutLewis & Clark Commercial Subdivision LEWIS LARK COMMERCIAL
SUBDIVISION
,
B OZ E M A N, M O NTA N A GENERAL NOTES
LOT 3 DRAWN Dr. A.F.
MENTAL TRAIL COURT TRAFFIC AS-CONSTRUCTED ADHERE TOLCD AND CITY OF BOZEMAN STANDARDS FOR SIGNING REQUIREMENTS. cHEacED BY. ac
THE CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN FOR REVIEW DRAM/NO DATE MARCH 29,2000
AND APPROVAL BY THE ENGINEER. TEMPORARY LOCAL ACCESS SHALL BE PROVIDED TO
ALL BUSINESSES AND RESIDENCES LOCATED IN THE CONSTRUCTION AREA AT ALL TIMES. REVISION DATE NOVEMBER 18.2003
BUSINESSES AND RESIDENCES SHALL BE NOTIFIED IN WRITING OF UPCOMING
CONS f HUCI ION CONFLICTS 48 HOURS IN ADVANCE OF CONSTRUCTION. CONTRACTOH
LOT 5 CIS No. 1723 SHALL ALSO INFORM THE GENERAL PUBLIC OF ALL MAJOR CONSTRUCTION SCHEDULES
TRACT 2 THROUGH LOCAL NEWSPAPERS AND POSTED NOTICES IN PUBLIC LOCATIONS.
PROTECTION OFADJACENT IMPROVEMENTS: O
RETAIN AND PROTECT ALL ADJACENT IMPROVEMENTS INCLUDING TREES,SHRUBS, `
FENCES,ETC. RESTORE MATERIAL STORAGE SITES IN KIND. r1
i PAY :
NOTEE EXCAVATION
AVATION AND BACKFILL IS INCLUDED IN PIPE PRICE. 10'WIDTH IS NORMAL AC
LOT 1 SURFACE RESTORATION PAY WIDTH UNLESS OTHERWISE NOTED ON THE PLANS. BASE
COURSE GRAVEL PAY WIDTH WILL BE 8'WIDTH.
EXPLORATORY EXCAVATION. q
V" EXPLORATORY EXCAVATION WILL BE PAID AT HOURLY RATES AND ONLY WHEN DIRECTED M
r eazx,r r zev ee nT.ecrt sEG BY THE ENGINEER. EXPLORATORY EXCAVATION AT ALL LOCATIONS SHALL BE
Tee' xTo xExMw•,uur cev W 1/4 CORNER OF COMPLETED PRIOR TO BEGINNING CONSTRUCTION AND BEFORE ORDERING SPECIALTY
�•°
SECTION 36 FOUND MA7 ERIALS AND EQUIPMENT.
5/8•REBAR W/CAP UNDERGROUNDIOVERNEAD UTILITIES:
COM N OPEN SPACE CONTRACTOR SHALL BE RESPONSIBLE 70 CONTACT EXISTING U I ILI I Y COMPANIES AND
COORDINATE WITH SUCH PRIOR TO BEGINNING CONSTRUCTION. EXISTING UTILITIES
TRACT 4 � OSz GRAPHIC SCALE SHOWN ON THE PLANS ARE SHOWN AT THEIR APPROXIMATE LOCATION AND TO THE BEST
KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE
LOT 2 i00 ° 100 z0° '0D eo° THAT ALL EXISTING UTILITIES HAVE BEEN PROPERLY LOCATED BY THEIR RESPECTIVE v
{ OWNERS.
PROPOSED STORM RETENTION C_Y
POND
t IN PEFT) ONE CALL UTILITY LOCATE._.........._...........1-800-424-5555
1 seezz'n'e 1 inch- 200 It, CITY OF BOZEMAN_..........._.........._............1-40r-582-3200 (y
ve ex' CONTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY COMPANY TO PROTECT AND
50'WIDE EASEMENT FOR STORM SUPPORT ALL EXISTING UTILITY POLES AS NECESSARY DURING CONSTRUCTION. W
DRAINAGE AND PUBLIC
LOT 4 UTILITIES
CO
TRACT 5
LOT 3 � LEGEND
II 01 PROPERTY LINES DRAINAGE ARROW
u.
MAJOR CONTOUR LINE OO� r `0 PROPOSED MANHOLE `,J
LOT X .1 I're1FR SErYX;E '
MINOR CONTOUR LINE
n w y Seµ_` A 2 F00 PROPOSED ALIGNMENT
EXISTING HYDRANT
LOT T
CI` v W/STATIONINGLn
TRACT 5 w .a�.u,• y B W PROPOSED WATER LINE PROPOSED HYDRANT
♦'SEMEN SER •�'w
�
mau FXISTwL NNN 'i,l �^� - SS--�O --- ----
PROPOSED SEWER LINE
LOT 3 V �� EXISTING VALVE
RIGHT OF WAY
12•W EXISTING WATER LINE
N PROPOSED VALVE
�% -----55----- EXISTING SEWER LINE
LOT• { T ---•--— EXISTING GAS LINE -- WATER SERVICE
kL - -' EXISTING TELEPHONE LINE C72
e�0 ^^^u^r `90 EXISTING OVERHEAD POWER FIRE SERVICE
TRAcr 7 C�c'.wok EXISTING UNDERGROUND POWER
�{` SEWER SERVICE W
EXISTING CABLE TV LINE Z og
EXISTING UNDERGROUND MONUMENT BOX '`o z 6 o
FIBER OPTIC Z a o
f UTILITY BOX W-'d°, n
-- -- EASEMENT
xLT3 SETBACK =i?, POWER POLE Wiz$
LOT/ �`
;,oT I ------ POTENTIAL FUTURE LOT LINE T� STREET LIGHT E~�STORM DRAIN PIPE �o
� STORM DRAIN INLET
TRACT 8 C) ra.o 1 3L�T,4
LOT 2,m I C z:.w 1 OF 6 TITLE SHEET um g
z o
LOT 3 LOT♦
wno,eaw Xao U i z
—
? °yam 2 OF 6 BOOT HILL COURT ROAD
PLAN AND PROFILE SHEET z
LOTS C 3 OF 6 BOOT HILL COURT WATER
PLAN AND PROFILE SHEET
4OF6 l
BAXTER LANE WATER
_ W Point PLAN AND PROFILE SHEET "1
��it12fPP'!A'° ------------
�`""---_. � DRAINAGE AND DETAILS
y O
5 OF 6 BOOT HILL COURT SEWER
rRACr B co SR Nor 215C ,�• TRACT A PLAN AND PROFILE SHEET
UNPLA71E0 I C O 5 No. 1215C yy� C.O.S. NO. .39 1A r` \J
6 OF 6 STORM DRAINAGE V PROJECT Nu 96-583 1
I-I TY 0 F B 0 Z E M A N DATUM ri mAcr z of \ PLAN, PROFILE,AND DETAIL SHEET r DRAWNG NO 96-583-AB
C.O.S.No. 1215 \/,
JOB NO.: 98-583-2
SHEET_ 1 OF 6
i
--J
I / ,
/ / LOT 3
PEDESTRIAN RAMP SEE / / - ._.-0+0(r•_ __W .+. ,_ • DRAWN BY- A.F.
2.906 Acres
�R,25' ( y+00 ----+- - —�Y i---_ -` _ 11+ I IN}al MONUMENT 'HECNED BY. G.G.
DETAIL A,SHEET 6 OF 6) / y pJ -- + r 1 -T �L
STREET MARKER h STOP SIGN / i J /� K+ _ — -- SL T NrLL CUU�1 I •STA 11+06 97 DRAWING DATE: MARCH 29,2000
�/ \ DING TO COB
--- ID G N0. '2"_' REVISION DATE. NOVEMBER 111.2003
-
---
�✓�
.0 o. 0 ..... RW .. +l'�U ,'r� \(\ i k / W1 8 j �- I'III-'' ��\ - STREET MARKER h STOP SIGN
BOO
I _ I H1L4 ol..J/`lv //i / /: PEDESTRIAN RAMP(SEE
UMI
am INSTALL 0 ACCORDING
BO%®--------_ _. -_ - __
STA-DRAWING
ACCORDING TO COB I. • a:I. // i j
'_DRAWING - 2329=r-
CULVERT(12-RCP)W/FETS. \ � _ i'+' CULVERT(Q-RCP)W/
I I CONTRACTOR TO GRADE DITCH TO - rr i I I to 4+ 1 0 FETS.CONTRACTOR TO I,
AND FROM CULVERT '\ \\ = , / ,, 1 I I ! CEO-STABILIZATION FABRIC INSTALLED GRADE DITCH TO AND FROM
R-25' (LAYIltLO GEOGRID iP20% CULVERT.
BOOT HILL COURT ROAD LEGEND U O
PLAN VIEW Z
STA -0+49.69 TO 11+47.15 j 4
HORIZONTAL SCALE: 1"=50' I PROPERTY LINES
MAJOR CONTOUR LINE
MINOR CONTOUR LINE Q
2+00 PROPOSED ALIGNMENT CL
W/STATIONING
8 W PROPOSED WATER LINE O `✓
— —: — — PROPOSED SEWER LINE O
RIGHT OF WAY cc:1
--- ri EXISTING WATER LINE
PA
STA=9+40 ----ss-.__ EXISTING SEWER LINE
^ -� PA ELEV= 4703.71
A.D.- 2.04 --- EXISTING GAS LINE r
K=49.05 U
0000,vC EXISTING TELEPHONE LINE
LOW POINT ELEV-4691T53 EXISTING OVERHEAD POWER
LOW POINT STA-3+69.17
PVI STA-3+8s _ EXISTING UNDERGROUND POWERLn
PVl ELEV-1698.37 EXISTING CABLE TV LINE
A.D.-1.46 m
K-68.42 0 EXISTING UNDERGROUND
4710 T. - 100.0o VC m FIBER OPTIC W
g X
g m m 3 x %' EASEMENT
+ SETBACK
F ' + a $ & I POTENTIAL FUTURE LOT LINE
nos STORM DRAIN PIPE
5 s
m w - SWALE m
-137z - DRAINAGE ARROW WE-4
4700 PROPOSED MANHOLE
0
EXISTING HYDRANT W m
olI..n
la.4+ -1 + 7^
4695 - GEO-STA ILIZATION FABRIC INSTALLED C p
(LAYFlELD CEOCRIO LP20X) PROPOSED HYDRANT
o�m -
EXISTING VALVE
4690 W N PROPOSED VALVE m
u�
—� WATER SERVICE zmm
LS 07 .0
FIRE SERVICE
n $ 8 8 Q Y ?g Y d � z
06 gSEWER SERVICE�+ V
MONUMENT BOX
0+00 1+DO 2+00 3+00 4+00 5+00 6+00 7+00 6+00 9+00 10+00 11+00
UTILITY BOX
POWER POLE
STREET LIGHT
STORM DRAIN INLET
BOOT HILL COURT ROAD L�
PROJECT NO.: 96-583-2
O
PROFILE VIEW STA -0+59.69 TO 11+47.15 DRAWING NO. 96-583-AS
HORIZONTAL SCALE: 1"=50' JOB NO.: 96-583-2
VERTICAL SCALE: 1"=5' AS-CONSTRUCTED SHEE1 2 6
HN i
� p1TA,
\ II II j f I r
I
1 I. II FIRE HYDRANT ARROW Q f ' y�►A
I BOLT BENCH MARK
Lev_- 4710.46J 1 I l li- tl
i I
LOT 3 FIRE HYDRANT ERR_ I
\ t BOLT BE_NCFY"MARK + 6w I I DRAWN a- A.T.
L --_-- --- 19-0+-- / 2.906 Acres ,'J ,Elex= 4703.13 / ' �,�E 1- •-* - HILL COUR III
_ I CHECKED BY. G.G.
iI —__`_—__ ___ _ \ + BOOT I DRAWING DATE: MARCH 29.2000
� FIRE HYDRANT ARROW \ 1
\ BOLT BENCH MARK REVISION DATE NOVEMBER 1e,2003
1. Elev. = 4700.45 \
DII , ------8W cpUR ,_�_ --------------------; � I
— -
I I BOOT HILL URT ��� , ` � L30
i �O AA -tt-
I II N
Q c
BOOT HILL COURT WATER MAIN Z LEGEND
STA PLAN VIEW HORIZONTAL SCA 0 111+4505 PROPERTY LINES w Z
-- -- MAJOR CONTOUR LINE U `�
MINOR CONTOUR LINE 4
2+ao PROPOSED ALIGNMENT ti
l W1 STATIONING rO\ x
- ��A °W PROPOSED WATER LINE
�470
O
7 - — —ss—— PROPOSED SEWER LINE w
.-2.04
K_49.05 RIGHT OF WAY
- - N fr
1 R
---- . . . . . . ,
- -- --� - 100.00•VC —^ EXISTING WATER LINE
L POINT ELEV=46sas3 —ss— EXISTING SEWER LINE
PN STA-=- 3+69.17
3+BS � --° - EXISTING GAS LINE
L POINT STA
I 146 469 + o I EXISTING TELEPHONE LINE I
6$.42 -- -- �- ---- EXISTING OVERHEAD POWER
a�10 - --- - - 1L'D_W vc - - °+° EXISTING UNDERGROUND POWER Ln
gl - Y - EXISTING CABLE TV LINE
m m
EXISTING UNDERGROUND
a FIBER OPTIC W
4706 a'tlTHeaFsl4" 11 si -\ - - EASEMENT ^+i
- 63 - (SEE
DETAIL s OF ai = POTENTIAL FUTURE LOT LINE
DE OF CR0951NG
J7f, 1
STORM DRAIN PIPE O�z
C', MIWMuM COVTr SWALE �l�r
-- 4"' OENSITI EPS PIPE INSVLATIIN -- EN T �E I P[INCROSSING
i "" Y 44�1 1 uiATIO �- DRAINAGE ARROW W o
HIGH SIDE OF J
�'EITHER SIDE OF CROS_dNL I
KSEF DETAIL SHEET 6 OF 6I u - - -
( 7 � � PROPOSED MANHOLE Z�%n m
MAIN
1191 LF 8"CL 51 DIP WATER M - C
O a I
o +I EXISTING HYDRANT n
0o
4690 PROPOSED HYDRANT
l
RPIAL SEPARATION
u o it
EXISTING VALVE cf)rn0
46e5 �Q s LLWz LL4Q LLg4Qa+$oz a �� "o ryop ; N PROPOSED VALVEKo
u O�` d�4ZZ I < 3a
FZ 2 �syy$\ IN 3 �a W ;Oiq N ' � � +m0 +m0 N 30
,-a o, +�Fo., .�. t� �'w, az.Wom�V a J ; tk'�'6� . > tea' �. ;W �,� +��' + � .�_. -.5�' k' za —$ WATER SERVICE i
FN _ o F 3 3 W o
3aa 3 <LL ; Rauz 3 3 `< C i n ga
4680 aWu m� N ; xon: o4ca '$" wm <$ a kWY mr- W� FIRE SERVICE 5
opo� Fo� 3 o +I� w nl °"�' SEWER SERVICE U
� (
< w ^
""'1 MONUMENT BOX
HII e q g q III UTILITY BOX
III POWER POLE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7•+00 8+00 9+00 10+00 11+00
0 STREET LIGHT
BOOTHILL COURT WATER MAN - - STORM DRAIN INLET PROJECT N0 96-583
P R O F I L E VIEW STA —0+59.69 TO 11+47.15 DRAWING No. 96-583-AB
HORIZONTAL SCALE: 1"=50' - No: 9s-sa3
VERTICAL SCALE: 1"=5' AS-CONSTRUCTED SHEET_ 3 OF 6
�i u0 I� I
To
I �
71
4 �,, PEDESTRIAN RAMP(SEE -
Live T p p dap V DETAIL B,SHEET 6 OF 6) PEDESTRIAN
RAMP
M_P
ETAL (SEE
B,SHEET OF 6)_�_ON_R--RT A -- 1910' II I SEPARATION '--'--------3-o -F -- K5 _ - ___ I FtC`
LL0 1
--_—__—,—
{
L_
�+
b.
i
..�.�_. CONTRACTOR TO INSTALL SADDLE W -_ 1 ___ _ _ `
At DO I A�; _ _ OPPER CORP k 2 SERVICE FOR
4 "
\ DRAWN B AF
CHECKED BY G G
_ _5� _ `-t
-_ — -1
STA 0+41 SWALE BEGINNING ELEV.: 4707.22
DRAWING DATE, APRIL 3,2000
CL INV.ELEV.: 4706.3t ^��._- — - -REFER TO DETAIL THUS GR�y_cp�m�NAGE SWALE TO REVISION DATE-. NOVEMBER t8.2003
----- BAXTER LANE - -- 8-25'- DAYLIGHT OR XSAI GROUND
CMP .FETS
CL .: 47D6.25
--_"-.-'-- .-SS_--.-.-. _~PEDESTRIAN RAMP(REFER TO
_ _..--. ._ _ - COO--D�GN 02529 8)
"' '�e.� _ -
N - - - --� it O
_
�-SL
BAXTER LANE WATER MAIN & DRAINAGE
PLAN VIEW HORIZONTAL SCAO 5i5650' RENCHWIDN
(VARIES)
ASPHALT HOT PLANT MIX k,
3 MIN.THICKNESS OR
MATCH ENISTING W
_ - EXISTING ASPHALT r^
1T-MINUS CRUSHED BASE COUR
— 6'MATCHMIN THICKNESS OR �� 1
EXISTING
i
MINDI SUBBASE GRAVEL r, \ IT, Q [F
TYPE-A TRENCH BAGKDLL 12-MIN.THICKNESS OR I v V ^I llll�lll 111
LEGEND MATCH EXISTING
�C Q
6' SELECT TYPE I PIPE Z
PROPERTY ONES J-- BEDDING
MAJOR CONTOUR LINE a. —TYPE 1 PIPE BEDDING 0.
MINOR CONTOUR LINE ---�
4725 2+00 PROPOSED ALIGNMENT 0 ti 2
TRENCH EXCAVATION SHALL MEET CURRENT OSHA STANDARDS.
TYPE "A" TRENCH BACKFILL SHALL BE UTILIZED- W/STATIONING W PROPOSED WATER LINE 2 A P T R E P LA ENT DETAIL
"
—ss— — PROPOSED SEWER LINE SCA NTS h q
RIGHT OF WAY
'-,''HALT REPLACEMENT REQUIRED Q
�! 10'PAY WIDTH EXISTING WATER LINE R ^'
EXISTING SEWER LINE
EXISTING GAS LINE
EXISTING TELEPHONE LINE This never happened,
EXISTING OVERHEAD POWER L they live tapped north
Ln
EXISTING UNDERGROUND POWER of this tee!
'10 — EXISTING CABLE TV LINE 8-GAT
- — - ---- - _ — -- - UNDERGROUND —L _ •T� � EXISTING VALVE
_ FIBER OPTIC ExIsn NG 12 EXISTING 12-x6- 1
WgTRMAIN 12"TEE REDUCER
- - EASEMENT
4705 6.5'MINIMUM COVER j
SETBACK
POTENTIAL FUTURE LOT LINE D
z
631 LF 8-CL 51 DIP WATER MAIN
STORM DRAIN PIPE MEGALUG JOINT RESTRAINTS SHALL BE PROVIDED BETWEE ��p
" "�T --- SWALE BOTH TEE AND REDUCER AND REDUCER AND VALVE. M w
�-
DRAINAGE ARROW 3 CONNE EXISTING MAIN
PROPOSED MANHOLE 2 a m
46
95 SCALE. NTS b
6 EXISTING HYDRANT DETAIL
W` z
j ��m
PROPOSED HYDRANT aSTA„EE NTI.I ax1ERUNE
4690 �bZ. OZ Z� i - -- --_._. - VARIES
Ci BAx1FA LANE TO HiaRERry LNE
FINISHED ELEVATION TO MATCH a
IN
Nttott_ x EXISTING VALVE COMgE E w N a
o V U G t Z N +U- _ - _ _ _ _ O E%ISTINC CENTERLINE ELEVATION "' I 9 to w°m o
<� b - < o - 6qx lLk LANE ON BAXTER LANE per onlLTes 0
1 N K Z F Ir I i +~ EXISTING 12*LANE WIDTH 5 CONT„ W m
<Wa < PROPOSED VALVE e oK
vz� rc E "mc
Y O w _ _ m I -DRAINAGE SWALE 1 1 I� EXTEND ROPE TO MATCH T`y n
EXISTING IOM41 �
--------K' WATER SERVICE \A'"-'U+I sL PxwVN 3 "_,VM z o a
EXISTING GROUND Uy
—� FIRE SERVICE _ V
0+00 1+00 2+00 3+00 4+00 5+00 SEWER SERVICE LVE
6,5'MINIMUM COVER FILL MATERIAL
1
MONUMENT BOX �PROPOSED B-WATER MAIN
UTILITY BOX 1
Q5MIERO LANE WATER MAIN `aD POWER POLE
PRFILE VIEW STA -0+44.42 TO 5+56.45 STREETLIGHT EWALK ALONG BAXTER LANE
HORIZONTAL SCALE: 1'=50' � STORM DRAIN INLET (DE
IWUJLCI NU-- 96-583
VERTICAL SCALE: 1"=5' P. CROSS-SECTION C SC/`ALE: NTS T DRAWING N0: 96-583-AB
A S' CONS 1 l \V r l LD SHEEET0 94-583 OF 6
I
I LOT 3
l i
2.906 Acrsa --
i -9i 1S +oo
I 1+ i I DRAWN BY: A.E.
% BOOT HILL COUR CHECKED BY GG
! I. Am DRAWING DATE: MARCH 29,2000
0 0.0 - -BW' + - �-- - / / + i 1n '\ REVISION DATE. NOVEMBER 18. ..
J I
BOOT HILL URT � 6W OT HILI- GO
BO �✓
a
v0
> A
I �1
I
N L ti
--
BOOT HILL COURT ROAD SEWER MAIN o
PLAN VIEW HORIZONTAL SCALE:
1+4505 LEGEND U
Q
PROPERTY LINES 0
MAJOR CONTOUR LINE
MINOR CONTOUR LINE a
2+00 PROPOSED ALIGNMENT
P•/ =9+40 - W/STATIONING
PVI ELEV Ev_4703.7,
A.D.-2-04 8'll PROPOSED WATER LINE Q
K_49-05 ss PROPOSED SEWER LINE ►�j Imo;
Low POINT ELEv=e698.53 10O.DO'VC RIGHT OF WAY
LOW POINT sTA-3+69+17 --u+ EXISTING WATER LINE
PVl 3+8s
P - —ss--- EXISTING SEWER LINE �..I
Vl ELEV 4698.37 EV= m N
A.D. 1.46 + p - - - --
K-68.42 °' : -- ----' EXISTING GAS LINE V
- ao.00'vc m 3W �i_ -- - --- EXISTING TELEPHONE LINE o�
EXISTING OVERHEAD POWER
EXISTING UNDERGROUND POWER Con
a705 w g $ EXISTING CABLE TV LINE
s 5 ___.--- �_— EXISTING UNDERGROUND r*`
m - FIBER OPTIC W
-L37; m W w : -_ - ---- ---- -- ----- EASEMENT
4700 OtPIH -/� -------- SETBACK
-- -- --
- - -0.50% - - _ _ 7.4'
DEPTH=y6 - POTENTIAL FUTURE LOT LINE ��0
78' Din emPVC — STORM DRAIN PIPE
SLOPE 1,00% Ir
t r.•,•. ^ CEPTH =� DEPTH GTH19664:�)
DEPTH - 9.6 7.9 DIA 8P,PIC,
DEPTH 14.8' 1.001<
ENc I zeoa9 SLOPE DRAINAGE ARROW N 11 m
LENGT83.09 I PROPOSED MANHOLE u�y G
LENGTH 103.1,
.�•: A BP,r'v�: PVC v o z o
SLOPE D.877• DIA BmPVC DIA 8,� N EXISTING HYDRANT W "
~ w 2� _'o
/ w w V
w w PROPOSED HYDRANT
a � 5 rc
4685 a " a 0 o nN np EXISTING VALVE
PROPOSED VALVE mom
LL.
> x
r
�N N u amoo
_468oi 0-
zo o .$ t s M _. of > —�� WATER SERVICE `0.'
191E Ai O+� Aj'-� :L Y� + + iIT 1 + avK - - - z
g- <�-" a� o� FIRE SERVICE
1! U
O
SEWER SERVICE
W MONUMENT BOX
UTILITY BOX
I
0+00 1+00 2+00 3+00 4+00 0o e+On 6+00 10+00 11+00 POWER POLE
OBOOT HILL COURT ROAD SEWER MAIN STREETLIGHT
PROFILE VIEW STA -0+59.69 TO 11+47.15 - STORM DRAIN INLET J PROIECT NO %-583-2
HORIZONTAL SCALE: 1"=50' DRAWING NO. 96-583-AB
VERTICAL SCALE: 1"=5'
JOB NO 98-583-2
A S-CONSTRUCTED SHEET 5 OF 6
I
REFER TO C.O.B NSTANDARD DRAWINGSYPICAL)
�j• I o,/•, .� / FE NO.02529-12 @ N0.02529-13
60'ROAD R/W 1
y �
�` \ / nao✓ 37'BC TO BC- -
IIIe- { CONICRETE SIDEWALK i
\ / •� / I I 3'ASPHALT CONCRETE 1 (BY OTHERS/NOT ` I,
L I 30. SURFACE COURSE I 6-1-1/2"MINUS 2 THIS CONTRACT)
/ I L GRAVEL BASE COURSE -
STORM DRAIN / 2�a 7,, 39 , x -
\ \ INLET(TYPICAL
BOTH `Y•fly �' - rrt"'.
ES ROAD) -
1 30'WIDE EASEMENT Q�'/D_ ' 1
\ I\ FOR DRAINAGE SWALE STORM O '� _ - + - -- 0.1 SLOPE 1/4"PER FOOT
\ l ti CONCRETE SIDEWALK 4.03' _ URAWy BY. A.F.
\ 1 RETENTION AND PUBLIC UTILITES / O
/ 00 (BY OTHERS/NOT DIA 12in,RCP 0,4R 4,28' DIA 12in.RCP i,NECKED BY G.G
THIS CONTRACT) 7.47' 6.51' + G.JSR
1 0 ------�--- / LL I DRAWING DATE: MARCH 29.2000
r 1+00 - ----2+00- --- - _ 3+00 ----- AMMOC TILE FABRIC STORM DRAIN INLET(TYPICAL)
AMMOCO/2006 REFER TO C.0.8 STANDARD RENSION DATE. NOVEMBfR 18, 2003
12'THICKNESS OF 6'MINUS SUB-BASE GRAVEL DRAWING NO.02721-2
J rl
-10.78' 4`HIGH DENSITY EPS PIPE INSULATION
// / OPTIONAL ADDITIONAL 6 THICKNESS 8'EITHER SIDE OF CROSSING
/ I / OF 6"MINUS SUB-BASE GRAVEL (SEE DETAIL THIS SHEET)
/ I SHOULD GEOTEXTILE FABRIC NOT HI USED. PROPOSED SEWER MAIN
/ I STORM DRAIN PIPE PROPOSED WATER MAIN
(DIA 12"RCP)
ROAD AND STORM DRAINAGE SECTION DETAIL
S00 SCALE: NTS 'r Ln
� 4" THICKNESS HIGH DENSITY q
�\ EPS INSULATION BOARD CC��11
EXISTING GROUND (AASHTO SPEC - POLYSTYRENE M230-70)
50'WIDE EASEMENT FOR I TOP WIDTH(T) I_68.00 _�
STORM DRAINAGE ANDLn
/ PUBLIC UTILITIES
/ 6" MINIMUM7
` w
TOP OF DIKE 54.00'-- 1 1 DEPTH(y) ly
ELEVATION= 1682.0 OVERF OW ELEVATION-4"1.5
WIDE-�
STORM DRAINAGE BOTTOM NIDTH
STA 0+00 TO 4+00 (D) AREA TO BE HYDR.SElOEl
PLAN VIEW - }�' �85.DO
HORIZONTAL SCALE: 1"=50
RETENTION POND )3-00' '
71,00' 4105 CUBIC FEET MIN DRAINAGE SWALE NOTES I WATER ) I 1.5'DEEP POND BOTTOM /
4 1 SIDE SLOPES ELEVATION= 4680-5 I MAIN
- BOTTOM OF SWALE GRADE: ALWAYS MAINTAIN O 0.77R
TOP VADTH OF SWALE- ALWAYS MAINTAIN O 12' I ,� I O
SIDE SLOPE: ALWAYS MAINTAIN O 4'1
DEPTH OF SWALE: VARIES FROM 0.5'-1.5'ALONG PROFILE I
1.5'DEEP O STORM DRAIN PIPE EXIT I r \
0,5'DEEP O RETENTION POND INLET
L� llWIDE
BOTTOM WIDTH OF SWALE: VARIES FROM 0' - 8'
- TI.00'-t G.
WIDE O STORM DRAIN PIPE EXIT 4' WIDTH MINIMUM
_ 8'WIDE O RETENTION POND INLET
83.00' DRAINAGE SWALE SEE SATE PLAN FOR SWALE LOCATION
NOTE, SEE SITE PLAN FOR POND LOCATION NOTE: CONTRACTOR TO PROVIDE LEVEL �I
4 ,I. UNIFORM BEDDING SURFACE FOR U i1
PLACEMENT OF INSULATION. LENGTH
x�SIING�`°"". DRAINAGE SWALE DETAIL OF INSULATION SHALL BE AS
i154 RETENTION POND PLAN SPECIFIED ON DRAWINGS Ln
SLOPE 0.38R ---
4695 _ _ __ SCALE: NTS PIPE INSULATION DETAIL
SCALE: NTS
I f'NGTH 314-_25 SLOPE 0271 DIA 12in.RCP SCALE: NTS r `
/ BLACK COLORED W
4690 BLACK COLORED CONCRETE EROOM - - --.._.
CONCRETE BROW D,„5N L
FINISH LEGEND
E G'N EMPAN5la1T
JOINT
MINTS — PROPERTY LINES
BOTTOM f I ` 2R-0DRAINAGE SJ+A.h
4M < `z MAX. voE�AKI 5� MAJOR CONTOUR LINE ��x
5'XS'
SIDEWALK K 1:20 MAX. 5OU' ANaN`1" zo MAX MINOR CONTOUR LINE
L LANDING ! `� - 2+00 PROPOSED ALIGNMENT w F
a I --r-. w Cn o-•
v o W/STATIONING a
46°0 5 8 " PROPOSED WATER LINE C9�"p C,
ss PROPOSED SEWER LINE W o n
REFER TO COB STD DWG. /02529-8 REFER TO Coe STD Dw 002529-e _ RIGHT OF WAY V So 0
4675 EXISTING WATER LINE p7"
z3iz ----Ss------__ EXISTING SEWER LINEa
PEDESTRIAN RAMP A PEDESTRIAN RAMP B ----- . ---
y - EXISTING GAS LINE Q D 0
„< as ----- ------ EXISTING TELEPHONE LINE
4670 SCALE: NTS d EXISTING OVERHEAD POWER
SCALE: NTS zmm
p 8 EASEMENT
o I o ------ — z<�
SETBACK zo+
` yl i> i1 NI I I I I I R�
1 ��w ELEvan TOP OF DINE ON 46820 r a STORM DRAIN PIPE -
0
EXISTING GROUND OVERFLOW SPILLWAY X
ELEVATION 4662 ELEVATION-4681.5 EXISTING GROUND 0 PROPOSED MANHOLE 0
B " _ 36" (SEE PLAN) ELEVATION^-4681 PROPOSED HYDRANT
1+00 2+00 3+00 4+00 - L _Q_PWD LEVEL ELEVATION=4681.5 PROPOSED VALVE
4 T WATER SERVICE
BOTTW OF SWALE
ELEVATION= {681.5 AREA TO PE FIRE SERVICE
HYDROSFSf V I,i'.
—� SEWER SERVICE
0 STO R M DRAINAGE POWER POLE
PROFILE VIEW RETENTION POND SCHEMATIC PROJECT NO 98_563-2
STA 0+00 TO 4+00 �'i STORM DRAIN INLET
DRAWING NO 98-583-AB
HORIZONTAL SCALE: 1"=50' Tl I B NO.: 96-583-2
VERTICAL SCALE: 1"=5' SCALE: NTS AS—CONSTRUCTED HEET, 6 - s