HomeMy WebLinkAbout6.1-1681i
STANDARD NOTES
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND
SPECIFICATIONS OF THE CITY OF BAKERSFIELD.
2. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS SHALL BE CONSIDERED
PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITION- THEREOF).
3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE AS NOTED ON THE
SECTIONS) SHOWN ON SHEET 3 OF THIS DRAWING SET. O.G. TO BE COMPACTED
TO 90% RELATIVE DENSITY PER C.O.B. STD S -25 (ST -14).
4. INSTALL TRAFFIC CONTROL SIGNS
INSTALL STANDARD STREET NAME SIGNS PER C.0.6 STD T -1
INSTALL METRO SIZE STREET NAME SIGNS PER C.0.6 STD T -1
5. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER
EACH SEWER LATERAL.
6. INSTALL ADDITIONAL #3 Y2 PULL .BOX FOR STREET LIGHTS AT P.G. &E. SERVICE
POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6"
THICK.
7. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET X" BELOW
PAVEMENT GRADE.
8. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS
PRIOR TO CONSTRUCTION AT 1- 800 - 227 -2600.
9. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH
HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY, OR EQUAL.
ROADSIDE SIGNS INSTALLED PER STD. T -2 SHALL BE LOCATED WITHIN SIDEWALK
5" FROM BACK.
10. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LIGHT FOR EVERY 10 INSTALLED
TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPARTMENT, GENERAL SERVICES
DIVISION.
11. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPTARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING
ACCEPTED STREET RIGHT -OF -WAY, UNLESS SECURED BY A SUBDIVISION
AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE
WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED
PRIOR TO ISSUANCE OF THE PERMIT.
12. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR
ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION
200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
LATEST EDITION ("GREEN BOOK"). AGGREGATE BASE MATERIAL FOR LOCAL
ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB)
CONFORMING TO SECTION 200 -2.4 OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, LATEST EDITION.
13. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE
CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE
GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE
MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D- 1557 -02CL.
14. SUBGRADE PREPARATION: THE CONTRACTOR SHALL- FINE GRADE AND COMPACT.
STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY
REQUIREMENTS, AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO
WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY
DENSITY IN ACCORDANCE WITH ASTM D- 1557 -02CL.
15. COMPACTION TEST NOTE: COMPACTION TEST SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND ALLOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
16. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA).
(CA) INDICATES CALIFORNIA CODES.
17. APRE- CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT.
CONTACT THE CONSTRUCTION DIVISION AT (661) 326 -3106 OR (661) 326 -3049
AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO
SET UP AN APPOINTMENT FOR THE PRE - CONSTRUCTION CONFERENCE.
18. 24 HOUR INSPECTION NOTICE: PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DIVISION SHALL BE GIVEN
AT LEAST 24 HOURS NOTICE. THE INSPECTION DIVISION MAY BE NOTIFIED AT
(661) 326 -3049
19. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE
DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC
CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR
CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE
LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE
CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER
FOR APPROVAL PRIOR THE START OF ANY CONSTRUCTION. NO STREET PERMIT
WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID
TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER.
20. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL
PROVISIONS. SECTION 86 -6.01 OF WHICH MODELS INCLUDE:
AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES
LEO TEK EC1 THRU EC7 SERIES
CREE XSP / XSPR SERIES AND OTHERS ON APPROVED LIST
OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER
CITY STANDARDS
ST -1, ST -4, ST -8, ST -10, ST -22, D -14
CITY OF BAKERSFIELD, COUNTY OF KERN CALIFORNIA
STREET I N D ; c
4 PLANS
2009 PARK [:IF IVF=
CLINICA SIERRA VISTA
0
r�
Q
CL
PRIVATE ENGINEER'S NOTICE
TO CONTRACTORS
� EAST NILES STREET
KEY MAP
i° =so'
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF
THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE
NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF ANY SUCH INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING
DAYS PRIOR TO CONSTRUCTION. 1 -800- 227 -2600.
LIST OF ESTIMATED MATERIALS
ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES
ITEM
QUANTITY
UNIT
STREET PAVEMENT
1,700
SF
AGG. BASE
1,700
SF
SUBGRADE PREP
1,700
SF
TYPE B CURB AND GUTTER
261
LF
4.5' WIDE INTERIOR SIDEWALK 4" THICK
11120
SF
DRIVEWAYS
1
EA.
STREET NAME SIGNS
1
EA.
70 WATT LED .STREET LIGHT
1
EA.
CONDUIT
532
LF
REMOVE EXISTING PAVEMENT
825
SF
SAWCUTTING
272
LF
LOCAL STREETS
300
LF
L TOLL FREE
00-227. 2600
.EAST TWO DAYS
13tFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
i
SHEET INDEX
01 COVER SHEET, NOTES
02 AC PAVING NOTES
03 PARK DRIVE
OWNER
CLINICA SIERRA VISTA
1430 TRUXTUN AVE., Ste 400
BAKERSFIELD, CA 93301
(661) 635 -3050
ENGINEER
178 HWY
�ICOLLEGE AV
W Q
or o
W a
� NILES STREET
PROJECT
Z LOCH TION
pgcPIONEER DRI VE o
vii � Q Ro BRECKENR/DGE Q ROAD
o �
� Q z
BRUNDAGE LANE
58 HWY
LEGEND OF ABBREVIATIONS AND SYMBOLS
VICINITY MAP
NO SCALE
- -
0 �-
ACD
®
MIN
N
FL
FLOWLINE ELEV.
DEP.
DEPRESSION
•c
MAXIMUM
O
0)
r
04-
f
'
i
\
T / s
Y I `'
Ij
i
w
�
O
GRADE BREAK
STD.
-
0
TYPICAL
N
FG
FINISH GRADE
TW
!_ cn W'
NOR
NORMAL
N
Lo
ROUGH GRADE
Q5 Lo
NOT TO SCALE
C �- 00
V) w L0 I
L U co
> U
a O Q
0
G' fib/ z w
CB
CATCH BASIN
CL
CENTERLINE
uj
v w
1
INVERT OF PIPE
Q
ASPHALTIC CONCRETE
FP
w
AB
z
z
BEGIN CURB RETURN
w
CONCRETE
ECR
� V
CY
�w
EP
EDGE OF PAVEMENT
ELEV
ELEVATION
C%
w
lof
ct
TC
TOP OF CURB
ACD
ASPHALT CONCRETE DIKE
MIN
MINIMUM
FL
FLOWLINE ELEV.
DEP.
DEPRESSION
MAX
MAXIMUM
TG
TOP OF GRATE
N0.
NUMBER
RD
ROOF DRAIN
GB
GRADE BREAK
STD.
STANDARD
TYP
TYPICAL
N
FG
FINISH GRADE
TW
TOP OF WALL ELEV.
NOR
NORMAL
N
RG
ROUGH GRADE
NTS
NOT TO SCALE
STA.
STATION
O
N
FS
FINISH SURFACE
CB
CATCH BASIN
CL
CENTERLINE
uj
INV
INVERT OF PIPE
AC
ASPHALTIC CONCRETE
FP
FINISH PAD ELEV.
AB
AGGREGATE BASE
BCR
BEGIN CURB RETURN
CONC
CONCRETE
ECR
END CURB RETURN
CY
CUBIC YARDS
EP
EDGE OF PAVEMENT
ELEV
ELEVATION
C%
RUETTGERS & SCHULER
1800 30th STREET, Ste 260
BAKERSFIELD, CA 93301
IAN J. PARKS
(661) 327 -1969
BENCH MARK USED
E 1/4 COR SECTION 25 29/281, DIV. OF HWYS BC IN LH
LOCATED AT NILES STREET AND MORNING DRIVE
ELEVATION = 559.624 KCS FB 1064, PG 24
BASIS OF BEARINGS
ALL BEARINGS AND DISTANCES ARE RECORD OF PARCEL A OF
LOT LINE ADJUSTMENT NO. 59 -05 RECORDED AS CERTIFICATE
OF COMPLIANCE DOCUMENT NO. 020812.6422 IN THE OFFICE OF
THE KERN COUNTY RECORDER.
ENGINEER'S STATEMENT:
I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH COUNTY OF KERN
ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS,
OMISSIONS, OR VIOLATIONS OF THESE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION.
APPROVED BY: IAN J. PARKS, PE NO. 58155
Z-1 . I
APPROVED BY: RAUL M. ROJAS, PUBLIC WORKS DIRECTOR
R.C.E. 39880, EXP. 12/31/15
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR
REVIEWED BY: TRAFFIC ENGINEER
DATE EXP. 06 -30 -14
C
DATE
DATE
2/7s//y
DATE
OF 3 1
2
Q
�
v
�
c
zzt
N
o
WYV�
U)
co
N
•
OQ�
ct
(L
N
0)
O
N
�V
W
as
uj
cc
OF 3 1
a
v
a
N
o
U)
co
N
•
o
o
N
SHEET NO.
OF 3 1
f
Fop
fY �,✓r
`�'% :.✓ � ?.� yr,
aq
i
i
KCS MON IN LH
PAVED OVER
POSITION RESET
RECORD TIES
ELEV. = 554.04
I
EAST NILES IMPROVEMENTS
BEING CONSTRUCTED UNDER
PERMIT FROM COUNTY OF
KERN
i
i
i
I
{ i
i
5,� r
-
w
j
c
co
w to T
I � 0)
z i�
I-
Vi
Q
W
LEGEND
f�
Noo•36'20 "E
0
11
I
CITY OF BAKERSFIELD
/
11+00
12+00
2 4 Irl.
r— ft
11 O
O
K)
0 .... . ........... ..
pp OHE OHE
v I E. R
W,
REMOVE EXIST. RELOCATE EXIST.
WATER METER POWER POLE EXIST. R/W &
D =90 39 34 PER EAST NILES CORPORATE
R= 30.00' C.S.D. BOUNDARY
L=47.47'
T=30.35'
RELOCATE EXIST.
POWER POLE
1
CONSTRUCT STANDARD HANDICAP RAMP PER CITY OF
BAKERSFIELD ST - 10
4
SAWCUT AND MATCH EXISTING PAVEMENT
�2
Z
W
CONTRACTOR TO RELOCATE EXISTING VAULTS, RISERS AND PULL
BOXES. MANHOLES AND VALVES ARE TO BE ADJUSTED TO GRADE
OCONSTRUCT
25' WIDE COMMERCIAL DRIVEWAY APPROACH
n
TYPE B PER COB ST -4
Ix
INSTALL 70 WATT LED STREET LIGHT PER C.O.B. STD. ST -22
STREET LIGHT # 32527
W~
0)
s S
CONSTRUCT STANDARD TYPE "A -1" CATCH BASIN PER CITY OF
LL.
EXISTING MONUMENT (PROTECT IN PLACE)
7
_
BAKERSFIELD D 15, 14 CURB OPENING
i
PROPOSED STREET LIGHT
(0
or
F-
CK
LL-
®
Ld
•
0
K) N L0
o
<(
m
+
J
w
(0 N o
>-
0
o
ao COO
;,F--
Li-
w
c(- U a
N
rn into
z
o
s1038
Z
+ to to
C V ^J
+
O
•
o
0
U
>
r-
-i -i
L'' V'
^�/
_
--�
<
l /
m 4
��
a_
X
w
U p w
(n
W
(0- n
0
�I
_
CONSTRUCT z
0i Z
f�
Noo•36'20 "E
0
11
I
CITY OF BAKERSFIELD
/
11+00
12+00
2 4 Irl.
r— ft
11 O
O
K)
0 .... . ........... ..
pp OHE OHE
v I E. R
W,
REMOVE EXIST. RELOCATE EXIST.
WATER METER POWER POLE EXIST. R/W &
D =90 39 34 PER EAST NILES CORPORATE
R= 30.00' C.S.D. BOUNDARY
L=47.47'
T=30.35'
RELOCATE EXIST.
POWER POLE
1
CONSTRUCT STANDARD HANDICAP RAMP PER CITY OF
BAKERSFIELD ST - 10
4
SAWCUT AND MATCH EXISTING PAVEMENT
�2
CONSTRUCT STANDARD CURB &GUTTER TYPE "B" AND
SIDEWALK PER CITY OF BAKERSFIELD ST -1 AND ST -8
5
CONTRACTOR TO RELOCATE EXISTING VAULTS, RISERS AND PULL
BOXES. MANHOLES AND VALVES ARE TO BE ADJUSTED TO GRADE
OCONSTRUCT
25' WIDE COMMERCIAL DRIVEWAY APPROACH
n
TYPE B PER COB ST -4
6
INSTALL 70 WATT LED STREET LIGHT PER C.O.B. STD. ST -22
STREET LIGHT # 32527
W~
0)
s S
CONSTRUCT STANDARD TYPE "A -1" CATCH BASIN PER CITY OF
o
®
EXISTING MONUMENT (PROTECT IN PLACE)
7
_
BAKERSFIELD D 15, 14 CURB OPENING
-�.�-
PROPOSED STREET LIGHT
O
O
10+00
Nop;
work
556
1 �
•
544
ifQlIs]
-- 6of it i R '�
�u , -
562.59 FS
562.78 FS
562.84 FS
RELOCATE EXIST.
POWER POLE
TI = 4.5
R -VALUE = 36
CONSTRUCT 0.25' TYPE 'B' A.C. PAVING OVER
0.45' CL II AGG. BASE OVER 1.00' NAT. GRD.
COMPACTED TO 95% RELATIVE COMPACTION
12 +00
t
NOTES
f�J
CONNECT TO EXISTING
2" CONDUIT STREET LIGHT CIRCUIT
3 #8 CONDUCTORS ON POWER POLE
532'
# 32527
13 +44 INSTALL STREET LIGHT CIRCUIT WITHIN CITY RIGHT OF WAY
CONTRACTOR TO INSTALL CONDUIT UNDER SIDEWALK AS
REQUIRED USING TRENCHLESS METHOD, OR AS APPROVED
BY THE CITY AND OWNER.
N SEE DETAIL 1
N
BELOW RIGHT
1
1. CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD CONSTRUCTION
HOUR(S) IF ANY ARE APPLICABLE.
2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND COORDINATE
THEIR RELOCATION OR ADJUSTMENT IF ANY ARE APPLICABLE.
3. 4" PVC SEWER, 3" & 4" P.V.C. WATER CONNECTIONS AS APPROVED BY EAST
NILES C.S.D..
13 +00
14 +00
F
E
f
a
3
i
�
Q
L
i 3
i
t
#
3
W~
0)
s S
€
r
€
�-' a
0)
F-
<W
(7)
V) U r.
O
O
F-
CK
a-
>
0 c�
o
00 v (o
W JO
�V)
J
w
•
o
>°
w 0
wO
LO
Lo
to
v J T Zo 1 w
� 1
�> ~
0
w
c(- U a
!--
A
rj
s1038
Z
C V ^J
+
O
��
r-
--�
<
�a
m 4
��
X
w
j
E
(n
(0- n
:D
�I
_
CONSTRUCT z
'z
+i
W
4' WALKWAY
\T
po
0i
a
13 +00
mow//
w
w
+
II
Ig< ...._it "�J
-FR
m a #�
4
t
6
2
-- 6of it i R '�
�u , -
562.59 FS
562.78 FS
562.84 FS
RELOCATE EXIST.
POWER POLE
TI = 4.5
R -VALUE = 36
CONSTRUCT 0.25' TYPE 'B' A.C. PAVING OVER
0.45' CL II AGG. BASE OVER 1.00' NAT. GRD.
COMPACTED TO 95% RELATIVE COMPACTION
12 +00
t
NOTES
f�J
CONNECT TO EXISTING
2" CONDUIT STREET LIGHT CIRCUIT
3 #8 CONDUCTORS ON POWER POLE
532'
# 32527
13 +44 INSTALL STREET LIGHT CIRCUIT WITHIN CITY RIGHT OF WAY
CONTRACTOR TO INSTALL CONDUIT UNDER SIDEWALK AS
REQUIRED USING TRENCHLESS METHOD, OR AS APPROVED
BY THE CITY AND OWNER.
N SEE DETAIL 1
N
BELOW RIGHT
1
1. CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD CONSTRUCTION
HOUR(S) IF ANY ARE APPLICABLE.
2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND COORDINATE
THEIR RELOCATION OR ADJUSTMENT IF ANY ARE APPLICABLE.
3. 4" PVC SEWER, 3" & 4" P.V.C. WATER CONNECTIONS AS APPROVED BY EAST
NILES C.S.D..
13 +00
14 +00
F
E
f
a
3
i
�
N po
f
s
i 3
i
t
#
3
i
i
W �
s S
€
r
€
�-' a
0)
(7)
V) U r.
F*_1
O 5 N
i
,
7
0 c�
•.
i
Ota
00 v (o
of 0
W 0 # i
r- in ._..
•
o
>°
N
d
LO
Lo
O
v J T Zo 1 w
� 1
�> ~
0
w
c(- U a
C.) d
Z
�b" LLJ
s1038
LO
N
p
I
0 j
0+ ; i(
w
w
j
E
E
�I
t
'z
w
W
a
mow//
g
w
+
II
Ln
m a #�
t
F
I f 1 t
i
f
t
t
f 3
£
?
S
•
t
U i 3
I 3
!
o
i-
V)
p
Z
t
°•-^� i
t
t
4
F
?
fir/ f ,
i
W
i
? I
t E
$
?
N
(
i
`
>� a I
{
Z
!
• J W
i
(0 0)
rr /�. /�
i to
7
to
•
O
O
O
PO
M�
• J
to
j
5
i
t •
t Q
I
F
_!l
3.58%
,
'
i 3
3
W
to
0
€
00 ! ♦
0) to "�
+
r-
t /1
Y J
i
a /�/�•
i W
f
4 E
u i �
>
i
s i
j
W
t
p J
w
��/
�V o
t
1t
I
s
m
V
p
s 1
�
%
f 1
EXISTIN GRADE
?
3
3.58
AT SAW U T LINE s
I
3, V
PROPOSED!
I
s
i
E
PROFILE
G ADE
f
�
t
t
------ -e
?
i ���
�
S
E
2
<
� �
F >_...... - �.._.....__.:.._..._..._....._......,..._.. �_..._ �__.,...___._. �_.,......_.._.>.._. _..,_.W__.__.__.__.,.....__._..
,....,_ ._..____._.___._....._.._.....
ti._.._._._..._
�...._._. �.._...._._._...
�.__..... ...__W....,.�.._.�...___..._... � ... �.,......._..._..._. E._._.__".____,.._._......_
.....__.............._._...._�; ��_._._,... �_.. _Y......�.�_...- .�._.._._..w.__ � _._.. r.._.___.._ r._. r�_..._..._.-..._.__.. �.,_ ��.__.._._..___._.._............_..._....... ._�..__.�...______......_......
]E
,
46.44 LF 24
E
(/� \'
VLASS IZ RCP
4
I
[
E
4
•
---- ---
EXISTING 241$ -
E
0 30
2.
_
,
G f
i
i
i
1
VERIFY ELEVATIONS
CONNECT
24' RCP TO NEW
TYPE B MINOR STRUCTURE
(
s
s f r
,
i
i
` Oj j
4 t
i
KO
!
9
I
t
€
Z
0
:D
S
`0 1{ `♦ f
�
F
•
s
i
�
i i
i
E
9
j
i
3 3
_
>
!
;
s
i
W
V
Z N
O
f
• €
{ >
i
(
k 5
i
§
i
1
E
,
V)
"
1
n n
i
Z
° r
3
E
t
s
t
i
S
F
:
?
f
i
3
i
i i S
i E
.� -
i �� �
mod.
_.._..__... €
�.�, �_ __ _ •- _ _ - _ _ ., __ _ �
f
3.. .._...._.._......,.._,_.__.._,.
€
- "p-
"�`�"'"�,._.' '�."`
E
�
?_
i"_.°.
�...'�.'_'
-� - �,.. -... ...._. .. ....._._....�..... -) .__.._.. _.. _._._.. -- ....._..__,_,._._.._.._. �...............>,... w ......................._..........__ .,._,..._......_..„......._,.__
a O W
H
0
j
F�
() IN
7
r
'
(^)>
# V W
••
i of 0
Z2
0 fY
10+00
11 + 00
1 Z+ UU
13 +00
14 +00
576
572
564
560
EX.
R/W
� VARIES 2. 0% MIN.
EXISTING ROAD I 3.09; MAX
VARIES
KCS MON IN
LM LS 47' 3
� PARK & COI
ELEV.= 663.18
EX.
R/W
i
5 —FT SIDEWALK
VARIES
TYPICAL SECTION —PARK DRIVE
STA. 10 +85.63 TO STA. 13 +59.00
BE
JILES C.S.D.
HYDRANT PER
6" P.V.C.
SEMBLY
ONNECTION
DETAIL 1 1 " =10'
>x�
o ,o Zo <o
SCALE:
HORIZ. 1 ° = 20'
-
0 �-
(o O
N po
F`
W �
�
�-' a
0)
(7)
V) U r.
F*_1
O 5 N
i
v
7
0 c�
•.
i
Ota
00 v (o
V
r- in ._..
•
o
>°
N
d
LO
Lo
O
v J T Zo 1 w
� 1
�> ~
0
w
c(- U a
C.) d
Z
�b" LLJ
s1038
N
p
I
w
w
z
�I
'z
w
a
mow//
w
Ln
z
Q �
%.Wei
W � y
U
0
Y U
W �
m
SHEET NO.
3
OF 3
z
F`
N
•.
i
Ota
w
W
V
o
•
o
>°
N
d
SHEET NO.
3
OF 3