13-0912 (BLCK)4(1
4
P.O. BOX 1504 VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760).777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 7/22/13
Application Number: 13-00000912 Owner:
Property Address: 46523 JEFFERSON ST CVCWD (�
APN: 600-010-020- - - BOX 1058
Application description: WALL/FENCE COACHELLA, CA 92236 JUL 23 201
Property Zoning: FLOOD PLAIN
Application valuation: 43000
- CITY OF LA pUIN7A
Contractor: FINANCE DEpT.
Applicant: Architect or Engineer: PARKER MASONRY, DON
9186 SVL BOX
VICTORVILLE, CA 92395
(760)559-8330
Lic. No.: 773736
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of a Business and Professionals Code, and my License is in full force and effect.
LicenseClass:
C29 License No.: 773736
D te: a�.� '' Contractor:
or:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
( 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
s CONSTRUCTION LENDING AGENCY
1 hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
--———————————————————————————--————————————————
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
(/ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier SOUTHER INS CO Policy Number PWC00458212
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person inNmanneso astobecome subject to the workers' compensation laws of California,
and agreeuld become subjecttothe workers'compensation provisions of Section
3700 of tde,Ishallforthwith complywith thoseprovisions.�pp
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL _
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN _
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to.any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
ofthis county o ente upon the above-mentioned - k erty for inspection purposes.
i
LDate: / ignati (Applicant or Agent):
LQPERINIT -
Application Number . . . . . 13-00000912
Permit . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 90.09 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 43000
Expiration Date 1/18/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
3.00 14.3000 EA MISC WALL, ADDL 50 LF
'42.90
----------------------------------------------------------------------------
Special Notes and Comments
BLOCK WALL - REPLACE 230 L.F. OF 8 FT.
HIGH BLOCK WALL PER APPROVED CVWD PLANS
& ORCO BLOCK WALL DETAIL. 2010
CALIFORNIA BUILDING CODES.
-----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
60.06
Fee summary Charged Paid Credited
----------------------------------------
Due
-----------------
Permit Fee Total 90.09 .00 .00
90.09
Plan Check Total .00 .00 .00
.00
Other Fee Total 61.06 .00 .00
61.06
Grand Total 151.15 .00 .00
151.15
LQPERINIT -
LI,
Bin #
Qty of La Quinta
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address.7, 0 N
Owner's- N e:
A. P. Number: i10 a Q A[]
Address: fj` .O•
�`J i
Legal Description: pL A -j,-,1,_ '
Contractor: ( �>4%� SONIe--
E i � Roti
t� 5 27- o 70
City, ST, Zip: LAA
�.T�
-Telephoner '>��":`>�>���>;:,�;}•
Address: S V'�
Project D ion: �� 5 I le60
rCity_ST>?�P VI C�i o�V��� e� _(a3 9SAr
I lef4�C 71e��
hone:
CTe le
24 (7V
...
I c�N U c �I o ti( 'q _'�P_tj C"e_
rstate_Lic._# ., )7 3-734-
City Lie. #+:
1U itfQ u C A/ -7—
Arch., Engr., Designer:
Address:
3 , 8 / ` e (J/q.&L .
City., ST, Zip:
Telephone:
:R;F::y �$� S:jjr $ �;rl:yi?::isiiii:;::iSS:::iiii:•'.:::Yy.
}yii"�i.'I f:}}:•�Y.!Li:!/,.•i �4}:i:!.yvy..}::
+"
Construction Type: Occupancy:
State Lie. #:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: N ;4KWg_
Sq. Ft.:
# Stories:
Units--e-
#T I,cphone#_of_Contact Person:%(_ 0,557- 8'330
-r.. ; -No
Estimated Value of Project%- k3�� . OQ ry
APPLICANT: DO NOT WRITE BELOW THIS LINE
#1
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrections/issue
IElectrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for correctionsrassue .
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
ORCO. STANDARD 6' TO 8' CMU SITE WALLS
Mir
N �
'W CONT. F0077NG
OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 1010 LSC
1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF
1. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF
3. GROUT STRENGTH =1000 PSI @ 28 DAYS.
4. RL7NF0RQNG STEEL : GRADE 60.
5. 1500 PSI MASONRYCC)MPRES570NSTRENGTH - NO SPCL
iNSPEC 70N
6616, 6616, OR 6,618 C HU
GROUTED ONLY @ VERT
STEEL . .
'Y' DROP-IN BAR
#6 STD JOINT
RQNFORCEMENT @ 24" O/C
(3 PLACES - 4 PLACES FOR 7
& 8' WALLS). USE #5 STD.
FOR SLUMP BLOCK
NOTE. • PROVIDE #4 DOWEL &
#4 DROP-IN 84R AT EACH
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND @ WALL
HEIGHT CHANGES
7l' DOWEL @ CENTER OF
CMU.
LEVEL GRADE BO7H SIDES
#4 HORZ CiOM.
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
PROVED
FOR CONSTRUCTION
DATE
NOTES.-
1.
OTES:
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. WEDGELOC K
BLOCK SLUMP BLOCK AND SPLUFACE BLOCKARE ACCEPTABLE.
2. CONCRETE FOR F007ING SHALL BE I PART CEMENT TO 1-1/2
PAR75SAND TO 3-1/1 PAR75 GRAVEL WITHA MAXIMUM OF I-1/2
GALLONS OF WATER PER SACK PIOR71AND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE HIV. fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAPP,
4. RE9AR SHALL BE (ENTERED IN THE CONCRETE BLOCK CELL IN
WHIC'! ITIS LOCATED.
S. CONCRETE BLOCK SHALL BE LAVED INA' RUNNING BOND
PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CEL1S CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
Z USE TYPES MORTAR PROPORTIONED USING ASTM C270 PART
CEMENT TO 112 PART LIME TO 4-112 PAR73 DAMP, LOOSESAND.
8. GROUT FOR CONCRE7E BLOCK PER ASTM C 476 70 BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVOR48LEAND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREG477ON OF THE CONSTUENTS
9. BLOCKSTEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC BLOCKS7EM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 90%.
11. FIRSTINSPECTION TO BEAFTER F007ING TRENCHES ARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLA OFAND THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING.- 40' O/C 20' O/C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
2 518' MIN. GEAR CELL
OPEN REQUIRED TO USE
6616 SLUMPED CMU.
ORC1O WIDE CELL SLUMP
QRpFESS/o
co O
ui m
C31925
Exp. 12-31-2014
s qr C V
F OF Cft
y
CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX.
1W,
6' j"-OVT W/ #4 DROP-IN 54R
DESIGN
WALL
SPREAD
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
FOOTING
NM UCM.OTWA5MQLM=-
WIDTH
AWMEIPMX UiAAOM1A"AOYr
C61RAWMSCO.
9x8• Bf OCK07/I
•
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
U V
6'-0"
I'-91,
48' 0/C FOR 6'
48' 0/C FOR 6'
W
I I
vov
SLUMP BLOCK. 8„ — 8„
—
SLUMP BLOCK.
0
v
p
p v
►n W
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
0Q
6'-8"
11-1 11,
40' 0/C FOR 6'
40' 0/C FOR 6'
Z W
FORSJDEYARDREJi/RNWALLSWHERE
'
-) i, II
SLUMP BLOCK. 1011 101,
--L
SLUMP BLOCK.
?� W
IL
.III
J'
Mnueioxvr.�eartay.Mao��Err
MAYLEPTOL?�SWALEGRADE PROVIDE
Z
/4 DOWEL AND X9 OROP-IN B4R ON EAO'/
Mm."u soa a
@ 40 0/12
#4 " 33"
I
#4 @ 40" 0/12
F-
7'-4"
2'-I"
32' O/C FOR 6' Il—
32' 0/C FOR 6'
N
SLUMP BLOCK.
-- 101,
SLUMP BLOCK.
Lo
QaOf E
c
#4 @ 32" 0/C -33"
#4 @ 32" 0/12
8'-01,
2'_4"
24' 0/C FOR 6'
24' O/C FOR 6'
SLUMP BLOCK. 12" -- 12"
SLUMP BLOCK.
NOTE.• FOR I8" LONG BLOCK USE 9"INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE.
46"01C SPACING FOR 16" LONG BLOCK REVERTS TO 45" O/C FOR
18" LONG BLOCX 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" &OCK - ETC.
V
04DOWa@FACNSWEOF
cm"°PLjmw
6' j"-OVT W/ #4 DROP-IN 54R
HAT' WALL.1mmovRmVG
MA g7Aal
NM UCM.OTWA5MQLM=-
AWMEIPMX UiAAOM1A"AOYr
C61RAWMSCO.
9x8• Bf OCK07/I
•
v 0
v v
o
o o
Y
I I
vov
v
4
v
p
p v
0 0 0
•v
COW..F0=NG
•vp• o° ' p
.v
I• 8
0 • •v .'0 v
i
FORSJDEYARDREJi/RNWALLSWHERE
'
-) i, II
ORA/NAGESWALEOCL'URES,A1/IBLOLK
.III
J'
Mnueioxvr.�eartay.Mao��Err
MAYLEPTOL?�SWALEGRADE PROVIDE
McruvAmM�RvrAararARrRnv
/4 DOWEL AND X9 OROP-IN B4R ON EAO'/
Mm."u soa a
Sm
SIDEOFTHEI/2BL000ORAIN-AS
a„rwn®rnu /'-o'
SHOWN
FOOTING
STEP DETAIL
QaOf E
F- N" A
CITY OF LA QUINTA
Exv.112-3125
231-2014
*
�4 CIVk� �v
TF
OF CA\ -\E Oe
CONTROL POINTS
C-101 %2" DIAMETER REBAR, 24" LONG, WITH 2" DIAM. ALUMINUM CAP STAMPED "NORTH STATE LAND SURVEYING CONTROL POINT A"
C-109 %2" DIAMETER RII BAR, 24" LONG, WITH 2" DIAM, ALUMINUM CAP STAMPED "NORTH STATE LAND SURVEYING CONTROL POINT B"
EX BLOCK WALL i! / C-1480 %2" DIAMETER R(EBAR, 24" LONG, WITH 2" DIAM. ALUMINUM CAP STAMPED "NORTH STATE LAND SURVEYING CONTROL POINT C"
_.._.._
C-3413 RIVERSIDE COUNTY BM
X PARCEL -600061005
\•..- ! `'
�`` \ EXTENT OF ABANDONED PIPE EX CSP UNDER BRIDGE
C-101 \'',o j :.� N=2202393.36 , CVWD 01+13N0. 33124 F�
` :•.,�� R `" `" --.. q / E=6,55,5893,36 Q
l PARCEL-600061007Ci
_ ';.a--.; .r.'"';.,,`z; ��~:i�.::_,' .' .,. '--._ Y '•A�.p ,`' � "`•:\ i' QPM
•
CVWD cFl l� FjFS `••\ i
_ , - t - ,. ,`' �..,.. R••�..; R WELL
�!_``«,.,_` ' �`«iii_..' -�i'' •. T -_.� .~';', '"� '``a • ^��i� � \ ' \ ®SI TE _ ��i� ' � \''a / /'
"'•_-..,,.,_ ' ` `���:. ` CVS -.�"r_ .-• "`-- / v % •
•� . y ,' NOTES TO CONTRACTOR: CP AND AV CONDUIT
��I'G :�'"",..=�i--ti, -'�� 18 PARCEL -600010020
P ' !` 1. THE CONS TRUC TION OF THE CONCRETE SLOPE PRO TEC TION
19513 '` z -r L,� �'� \ \ �V e PARCEL -600080009 ' i
EXTENSION AND CONCRETE BLOCK REVETMENT OVER THE
�- -�•, : , .. ":_ t` ` = . _ ' ' ;;_ �' =" �( ,� e i MID -VALLEY PIPELINE MAY REQUIRE CONTRACTOR TO TEMPORARILY
EX A V DISCONNECT THE CATHODIC PROTECTION WIRES AND AIR RELEASE
CVWD DWG, MVP -110 D-
�~```-- 1`'"`•.. ' �-�_•``-•-.,,,,• 1 "'����` • ' � ' �'"`' `� _ - _ - 1 / CONDUIT CONTRACTOR SHALL REFER TO DWG. MVP -110, M Vf 200
280' �. e PROTECT !IN PLACE
!'ARCE[ LrM-_�`"^-.�.,,.� f ! AND MVP -600 FOR COMBINATION AIR RELEASE VALVE AND
- �'-- -...EXTENT OF BLOCK WALL REMOVAL '\ t ; = : , ` ' • • :�' N: 220250.72
`r�_'- •Tz . - -,. E •.... �. L.. i EX CP CATHODIC PROTECTION TEST STATION DETAILS.
N-2202310.59 �, \., _ -• =-7 �_ `` i^:._,'.;�'', �'-4 �, ^.: - _ _ - _ 7-••-. _.._.._.._ i E.
65562
`-`'�-`'''-�� - r _ - • . �, �. �=7'; t ~` ___ _ CVWD DWG MVP -600 `0.53
-?_ �, - �: r -y �, ,,� �, _,, :., ►� _�>_ R. ; 2. THE CONTRACTOR SHALL TEST CATHODIC PROTECTION IN THE
E=655562 `' ..�-� ` �` -.��_ ' 1',-- ,1:-� ' - -;�: : -==-`.. �- ' .: ' -� -; �..... ` = - _ "•• _ j PROTECT IN PLACE
~i • , _ -= --� == --,:_ PRESENCE OF DISTRICT REPRESENTATIVE PRIOR TO COMPLETING THE
``�•, , -.�`' i-• ' `y `- ���'`-„r� N: 2202531.33 `, j ! WORK. THE DISTRICT SHALL INSPECT AND APPROVE THE CP AND AV
\- -
t `'~-- �__^ --_ _ •°`%�;;;�,- -. -; __a;` ��,.;y 4 y``= C R E. 6556235.09 INFRASTRUCTURES PRIOR TO BACKFILL AND FINISHED GRADING.
" .,• 1---` _ _ ,_----,____ ;°�,�_ �._,>,- ,,..tom �. - ; �- `-- r B ,. _ J. THERE ARE MG ANODES NEAR THE MVP CP WIRE CONNECTION. THE
DONED PIPE '~-- __ ---- - _.. _ _- =--= - ,'c===_r"•' - �i ;; .-- . _ _ -- _ _ _ .-.. -- _ - - _-_
EXTENT OF ARAN __ EXACT LOCATION OF THESE ANODES ARE NOT KNOWN. THE .-
J
- _ _ CONTRACTORD C l L C 1 T THEY E
-SHALL PROTECT T A ODES N A F N ARE
t - 0 93 C ALL REMOVAL V _
N 2 22 .7 TEN OF BLOCK W S �=:
1.
s•"' :I
~-•-. - - i � .I• �• •-,.�.•:�•.-• POSED DU 0 C 0
-�_�" ��. ,.4 . � - ';� , t•:.•-' �i: EX RING C NSTRU TI N.
5 6 - -•-•._ N-2202 00. DO - f,F� �;'_�Y• -;;',' . ,
vtE-65 5717.3 4 _ �.-- •r. ==.a: �..=- _... _
E=6555885.80 �i _ _-�•--;.... _•1. .. "'�-.Q. �•:_.,_._.r....,._' _...,. - - ._ ._ :;,:.
•--.Y.:. -.��. �-: :-�.::_ .:. X CSP `:�
v`, wti`7',� fi'• `••L.e �s`•� =r":
t'_ 195 -
-_ -•--•` ---_'-,-•-,_-'`'__._....._-_ _ ,1----..._.._•_ '•-~--• �. � �- .--,�y ,,..��`, ':t •�.�r�:;. CVWD D►.'YG N0. .14 _-.�.... ..-•• .._._ __.__. _r.._....
STATION -1256'+J0.10
48" � STORM RAIN OUTLETN=2202039.95
�-_._.__«• "`---_.........._.__-----..._._._.-•-'-�.••_._.__ _'•' .._-..-._.._,:•-•' �----• --------......,..__ ,.
-, _ • . iC PRO TEC IN PLACE -- `, "� -- _ $0042
E=6555567.72 ! -`�^- `. _ : ; '' - _--__ _ _----»--- -_� _ ___ , _ PARCEL -6000
CONSTRUCT/ON STATION LINEDEFINED BY NHC I ; ,•• _'_` _- ``- - �it� "`-` - . _ _ ______ ' _'-- -'- - _ -____r _ - _._ Y - -~
1256+00 (NHC STA TION)= 1248-t-1,3 (CVSC STA 770N)
1
- STA TION=5-I-00 j '\•.\ j _-~-•.._ '_.--- _- ' - --- _____-•-• "-\. .__.._..__-----__._ � __-_ _ ._...., r __ •.._....._...._._..__ ��_� ... •- -.
N=2202252.44 APPROXIMA TE LOCA TION _- --_- --- -• _ �' _.__ ____`___- _ __.. _ .___.. _____..•_ _
- 55 3 20 -• » -�/��Ii �r - r `- OF A V 6" CONDUIT _ . .. __ _ __._ .._.._.•_._ .__ . _- -- _.._._ __w_ _ --___ _ - _ _ __ _.: _-.__..._.. _.._. '
E-65 9 7. __ _ .;` _ __ PARCEL LII/yE _._ -_. _..--•--' _..__ __.-.______. - __._._-__` _w -.. » .___....__ . -
_ EX BRIDGE. PlRS (X12) (TYP) \ r �" "`-- AND MG ANODES -__ -
_�.
'` OD i `'""'�f • , f "' ,' PROTECT IN PLACE , ' PROTECT EX ANODE BED IN PLACE _ -
,' « CVWD DWG NO. 33106 /� / - _��` - ,` _ __ - - - _.._ __�...-. ___.._ _ _ - _ __-__.-..._.. - __ - - __ _._- ..... .
C� �' ' 1 �� STATION=2+99.96 ,�`..__. STATION=0+00 EX 54"0 STEEL MID -VALLEY PIPELINE _
/� C _
�"1 -- - \ 1256fOp S ... __-___- N_2202463.09 i.._•. ---V� .__. - _ _ _ _-.:._... PROTECT IN PLACE ,..°
(" 6 = --\ ! .-...._.---•--,.._..._ / � f N=2202356.13 � � ,, I _ •
�•!� -* t ) 83532.8 ` '* �- - •--• _ `~ E-6556389.53 _ PARCEL -600090001 _�_ ----.CVWD DWG NO. MVP -202
_.T. n� VA �. - _ 9 (W� r �._• O / E=6556197.33 ---- _-� ..__. _ _- -_
R' A C �/ -`'_"" `� !� 1255-• OD / ' ._ +
CHAIVIV, 4-1,00
MVP PROFILE ALIGINMENT fff \,\ 2+00 --�~ 1+00 0+00
O ,• • --. �' SEE PROFILE C ON SHEET 4 6``'� --- - •_ _
STA TION=1248+42, 09-
_ ` �4,v �� // �. (S)68'7 -,7'f r� N 2202329.39 ;
~ _ PARCEL -600010014 12 j�(W) '\__ ____ -� ` STA TION=1244+95.63
43.56 E= 6556300.66 • '' \
h ice-•_ --__ / " �' ' � ' .t 1252+OQj 51+OD ` 1, �' -' \, CONSTRUCTION STA TION LINE (DEFINED BY NHC) N=2202498.54 -
�'` ' •-
1248-00 (NHC STATION)= 1248+27 (CVSC, STATION) E=6556603.02
F•-'"' ''vim~ "-
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V """' '`� Checked: 41 OCT. 4, 2p12
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01QP N: 2201999.93 .•-.._.._.._.._.._..____.._-._.._.._-._.._.._.._
_.._.-_.._..-.._.._.._.._.,_....-_.•-_ PROJECT ENGINEERMd6
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Q / . PARCEL -60 200 I' Recommended: DWG. No,
4-� J°' U I3 WO.
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BUIU 5 11' i 3 F F y DEEPT, DI E TOR OF ENGINEERING
Revisions: DATE APPR.
0' 40' 80' 120' 160'�> °
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DRAWN 4F ES$1 3950 industrial boulevard, suite 100c
BENCHMARK- BASIS OF BEARINGS Q V� O4'R nhc west sacramento, califomia 95691-6508
DI G A -.. RT PT#3413 NAVD88 ELEV=61.17' THE BEARINGS OF THIS DRAWING ARE DESIGNED ��tZ.O`�Q4Q J. h0�Y9��c+�e n� W phone: (916) 371-7400 fax: (916) 371-7475
o VVI RIVERSIDE COUNTY BENCH MARK AT SOUTHEAST •BASED UPON THE CENTERLINE OF
CHECKED `�' ``` hydraulic
www.nheweb.com
CORNER OF JEFFERSON ST BRIDGE JEFFERSON STREET AS SHOWN PER A m
DIAL TOLL FREE Latitude : N33' 42' 35.82" MAP BOOK 41 PAGES 51 THROUGH 57 a No. 53319 Consulta!'1tS
1-800-227-2600 Longitude : W116' 16' 06.84" AND BEING: DATE
OCTOBER 2012
NAD83 CA ZONE 6 7�-
AT Jos NO LEAST TWO DAYS Northing : 2201953.4200' N 00'04'39" W 'j, Lxp: 06134113 DAT-, ( ,.
RFFC)RE YOU DIG Fnctinn Rrrifinin ignn' TA t_ 1 �, _
DATE BY DESCRIPTION APP'D DATE
IN THE CITIES OF INDIO & LA QUINTA S H E E T
\� AI_ER JEFFERSON STREET GRADE CONTROL
STRUCTURE AND SEWER PIPELINE
IMPROVEMENTS PROJECT of A _; SHEETS
DWG. NAME
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OF CAO R E V I S I O N S Coachella Valle Water District
UNDERGROUND SERVICE AL.ER'i OF SOU HERN CAUFOR�NIA 1 „= 40 .,,, �... Y
39997
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