HomeMy WebLinkAbout6.1-1787IEGEND
APN ASSESSORS PARCEL NUMBER
GENERAL. NOTES,
BFV BACK FLOW VALVE
IL CJ CONSTRUCTION JOINT
1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY CWS CALIFORNIA WATER SERVICE
PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEMO DEMOLISH
SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE DRVIEVVAY1:)ILANDI DRAIN INLET
SECTION MAY BE NOTIFIED AT (805) 326-3049. EC ELECTRIC CABINET
2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OFA MMOO EPB ELECTRIC PULL BOX
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK EXIST. EXISTING
PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY.t�)28 43 FL FLOW LINE
APN UNLESS SECURED BY IMPROVEMENT AGREEMENT, APPROVED FS FINISH SURFACE
INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S NG NATURAL GROUND
ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY R/W RIGHT OF WAY
SHALL BE POSTED PRIOR TO THE ISSUANCE OF THE PERMIT.12014 NOVAmRmoA AV�tNUE BAKERSFI�ELD CA. SIM SIMILAR
3, UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2)
TC TOP OF CURB
WORKING DAYS PRIOR TO CONSTRUCTION. TOE TOE OF SLOPE
TOP TOP OF STRUCTURE
4. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE TOS TOP OF SLOPE
RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. CENTER LINE
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE
DETERMINED BY THE CITY ENGINEER.
CONCRETE PAVEMENT
001 FIRE HYDRANT
5. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO FOUND MONUMENT
NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL GATE
REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. HOSE BIBB
6. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF @ IRRIGATION CONTROL VALVE
WALL SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK PROPERTY LINE
WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE S SEWER MANHOLE
CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR
OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. ® SEWER CLEAN OUT
7. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL 0 SIGN
TREE
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF � WATER VALVE
INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL
PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH WM WATER METER
CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS G(P) GAS LINE PAINTED
AMENDED BY ORDER 2010-0006-DWQ) MUST BE FILED WITH THE Basis of Bearings E(P) ELECTRIC LINE PAINTED
STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA OH`E OVERHEAD ELECTRIC
THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH ZONE 5.
THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION ss(p) SANITARY SEWER LINE PAINTED
PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED—SS(R) SANITARY SEWER LINE PER RECORD
OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S "ARM2", ELEVATION SD(P) SANITARY SEWER LINE PAINTED
NORMAL CONSTRUCTION HOURS. = 362.92 FEET (NAVD 88). SD<R) SANITARY SEWER LINE PER RECORD
x x x --- CHAIN LINK FENCE
�- PROPERTY LINE
INTERIOR LOT LINES
-- RIGHT-OF-WAY
-�- -- -- -- — -- - EASEMENT LINE
--- -- — SETBACK LINE
SAWCUT AND REMOVE *!
L. OF
EXISTING
BLOCK WALL -
,�1,
f
N 2343368.7_6
_
E 6223204.00
EL -376.59
WIDE CONCRETE
N P ." 43�7 4
E 6223218.75
f
EL=376.50
PROVIDE NEW 6" MOW STRIP
SAWCUT AND REMOVE *!
L. OF
EXISTING CONCRETE
::. OW STRIP
AS REQUIRED
'`
CONSTRUCT NEW 15'
WIDE CONCRETE
.,...,<.
DRIVEWAY, T=6" WITH
5'SO12" EW,
PROVIDE NEW 6" MOW STRIP
y
(RETAINING CURB) AS
INDICATED
l
..
EXISTING POST
TREATMENT BLOWOFF
NOTE:
ADJUST ALL VALVE BOXES, AND
METERS TO BE
FLUSH WITH NEW
'
N 234335110
CONCRETE, TYP
'
E 6223236.75
'
EL=373.99
MATCH EXISTING
SIDEWALK
l
NOTE:
ALL WORK WITHIN THE COB RIGHT----OF-WAY
SHALL BE IN ACCORDANCE WITH ADOPTED
COB STANDARDS AND THE PROVISIONS OF
COB STREET AND/OR ENCROACHMENT
PERMITS.
f• N EL=373.90±J
E 6223224.06
EL=373.$9
2
;: .; '• SAWCUT AND REMOVE EXISTING `�•���'. .:,
C� x
-`
SIDEWALK AND CURB AND GUTTER. F ..,:,..:::.....:..:w.:. ....,... ,..
CONSTRUCT NEW CONCRETE DRIVE
TL EL=373.80± ;
APPROACH AND CURB PER COB STD
OMIT
O , d,7:: ;:`l.•37 :.lJ ,i;:f,,::W,,>:. srs .. ,
MATCH DETAIL ST -4.1 (MODIFIEDT ::.,•_.,
Al r v
::...:.::.N.:....
EXISTING
.`�� TRUNCATED DOMES) ... .:-.:..,.
SIDEWALK
REMOVE AND REPLACE
f
EXISTING CRACKED _..,.,,,,.:..: _.....,,....:...............:,..r.
f` SIDEWALK AND GUTTER fs _..,. ;:...,..:..,v.....v:
y
PER COB STANDARDS
(AS MARKED IN FIELD)
r ....... ......, .-::.... :..... ; N 89-18'15" W
..::.r... .:...:,:.:...:......... �,.:.F:.. .... ............ . ..:.:r..,...... ::......,:..:..
FL EL=373.69
, /- '
k
..'•. ij`. , . "4 , ,++fit. :','': "
Al FACE OF CURB 62 FACE OF CURB r
C G REPLACEMENT @ DRIVEWAY
`:. - 30°23'5 " A - 32'3847"
R- 42.00' R - 42.00' 1;.., ,.:.,,:,..,,„ ...,,...:..:..:.:. ::..._:,:::........,.,
..:• : r< ,'F•:iS4`.:GY./fiill:/'91+}.Yf,'•Y.'.CJ.Y.�iY'.4t.•f7rl.'.r%ri:Y -7
L - 22.28' L -- 23.93' f
ENGINEER'S STATEMENT:
SNOW RD SNOW RD
It
OLIVER DR NORRIS RD
OLIVER DR
REINA RD
� Q
uj
� � Q
a NORIEGA RD
zzi
CC
HAGEMAN RD
Vicinity
GRAPHIC sSCALE
10 0 5 10
■�®wry®i�rir ��....n
THESE PLANS
AND
SPECIFICATIONS
1 ! r PREPARED
tr i , BY
OR
UNDER MY
DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE
CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY
INCLUDE ALL
IMPROVEMENT
REQUIREMENTS
r ! y !s OR
OTHER
REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND
III
` li CRITERIA
r !r D DURING CONSTRUCTION BE
AND SUCH CORRECTIONS r `tR ON CORRECTED
TO THE CITY ENGINEER.
pn� uiu Liu ■
APPROVED r
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E.
! 61069
-7CA,)t
REVIEWED
: ASSISTANT PUBLIC
, r WORKS DIRECTOR
REVIEWED BY: TRAFFIG ENGINEER
6.1-1787
CITY RECORDS NO.
ENGINEERINGI
DEPARTMENT
9 PLAN CLARIFICATION
DATZ- M.
D UTM[-
AcsP
PUT
as= El
SYSTU
SCMDUTIC El
STATmx
SCMWAUc El
FLAT SHEET NO.:
SCALE:
199 _ lQ,-099
DRAWN BY:
VENE
DESIGNED BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
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DISTRICT:
A ERSFIELD
DATE:
PROJECT ED.:
DRAWING NO.:
C-01
SHT 1 OF I