WAT2019-0001VICINITY MAP LEGEND
4. ----- CENTERLINE RESIDENCE INN BY MARRIOTT
SURVEY BOUNDARY
-x-xxx wnreR---- EXISTING WATER LINE
A,,.,.; . — —SW— — EXISTING SEWER - 8"VCP
--r- a so —go--- EXISTING SDRAIN
EXISTING GAS
LINE LA QUINTA, CALIFORNIA
LINE
--T —T--- EXISTING TELEPHONE LINE
SAT NEWER-8" WATER AND PRIVATE SEWER IMPROVEMENT PLANS
,x,' NEW WATER
• . �jllj � � s
BGvp EX. BLOW OFF VALVE
t` *
'T d
IW O EX. WATER VALVE
SMH EXISTING SEWER MANHOLE
4
MHO NEW SEWER MANHOLE
SDMH O NEW STORM DRAIN MANHOLE
FH (3( FIRE HYDRANT
S000 SEWER SERVICE CLEANOUT
k..
CB- STORM CATCH BASIN
_..,....,,.
_
- - ' "`
4 THRUST BLOCK
,.. ,-: ;.,....
® NEW WATER VALVE
EX. CONCRETE SIDEWALK
COACHELLA VALLEY WATER DISTRICT
EX. CURB & GUTTER & AC PAVEMENT
GENERAL NOTES FOR WATER SYSTEMS
_
- -
® NEW 4" BACKFLOW PREVENTOR
1
1.
ALL WATER MAIN CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS
® NEW WATER METER
FOR CONSTRUCTION OF SANITARY SEWER SYSTEMS (STANDARD SPECIFICATIONS) OF
KEY
NOTES S SDMH
7
THE COACHELLA VALLEY WATER DISTRICT (CVWD)
O
PROPOSED 8"-C900 PVC FIRE LINE
2.
THE CONTRACTOR SHALL POSSES A VALID CLASS A OR C-34 STATE OF CALIFORNIA
I
CONTRACTORS LICENSE.
2O
PROPOSED 8" PUBLIC SEWER LINE (REFER TO PARCEL MAP
NO.37683 OFFSITE SEWER PLAN PREPARED BY OTHERS) 3
3.
CONTRACTOR SHALL CONTACT CVWD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED
3O
PROPOSED 8" 90" ELL W/THRUST BLOCK
DRAWINGS TO ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION
_
SHALL BEGIN PRIOR TO THE PRECONSTRUCTION CONFERENCE.
O
PROPOSED 8" 45' ELL WTFHRUST BLOCK
O
INSTALL 6" FIRE HYDRANT AS PER CVWD
4.
CONTRACTOR SHALL SUBMIT TO CVWO A LIST OF MATERIALS TO BE USED PRIOR TO THE
STANDARD W33A.
PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON APPROVED LIST MAY BE USED.
LIST SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT
6O
CONSTRUCT NEW SEWER SANITARY MANHOLE
-----
DATA.O
INSTALL 8" GATE VALVE WNALVE, BOX &COVER
.. ,_---
- --- -
5.
ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE IN
O
8" SEWER LINE TO EXISTING
ACCORDANCE WITH CVWD'S REGULATIONS.
EWER LINE
6.
CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE
9
O
INSTALL NEW SEWER CLEAN OUT
PROPOSED STORM
-
INSPECTION DEPARTMENT BETWEEN 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING
t0
PROPOSED 2" WATER SERVICE AS PER CVWD DRAIN PIPE -SEE
WORKING DAY. IF CVWD IS UNABLE TO PROVIDE INSPECTOR OR INSPECTORS,
STANDARD W-11 STORM DRAIN PLANS
CONTRACTOR SHALL RESCHEDULE THE WORK FOR ANOTHER TIME.
11
PROPOSED 2-2" WATER METER AS PER CVWD
IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO
STANDARD W-11
-
CVWD, CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR THE EACH
12
PROPOSED 2" 90" ELL
DAY OF OCCURRENCE.
13
PRIVATE 8" SDR-35 SEWER LINE '.
7.
WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED.
14
GREASE SEPARATOR AS PER BUILDING PLUMBING PLAN li
NEW 185LF
-- 8.
COPIES OF COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR
15
PROPOSED 1" IRRIGATION SERVICE W/ 1" METER
8°-C9OO PVC
WATER LINE
PRIOR TO AIR TESTING. MINIMUM FREQUENCY OF COMPACTING TESTING SHALL BE AS
AS PER CVWD STANDARD W-7
FOLLOWS: A SET OF PIPE ZONE AND MID -TRENCHES TESTS SHALL BE CONDUCTED OVER
16
PROPOSED 2" BACKFLOW PREVENTOR
SECTION C
THE SEWER MAIN BETWEEN MANHOLE SECTIONS AND A SET OF PIPE ZONE AND
MID -TRENCHES SHALL BE CONDUCTED AT EVERY THIRD SERVICE LATERAL AND MANHOLE
17
PROPOSED 4" 90" ELL W/THRUST BLOCK
LOCATION.
8
PROPOSED 4"-SDR35 PVC SEWER LINE
9.
GRADE AND ALIGNMENT SHALL BE ESTABLISHED IN A MANNER APPROVED BY CVWD. CUT
19
INSTALL V PVC END PLUG
SHEETS SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO EXCAVATION AND INCLUDE
0PROPOSED
8' ABOVE GROUND DOUBLE DETECTOR CHECK AS
THE TOP OF CURB ELEVATION A THE LATERAL LOCATIONS. SEWER MAIN SHALL BE
,-
INSTALLED TO WITHIN 0.02 FOOT TOLERANCE OF LINE A GRADE AND NO SAGS GREATER
PER CVWD STANDARD W-31B
I
-_ --
THAN I INCH ARE ACCEPTABLE.
P9
O
REMOVE CLEAN -OUT AND CONNECT
I
PRIVATE 8" SEWER LINE INTO CVWD SEWER LINE
10.
THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE AS SPECIFIED IN
REFER TO SEWER IMPROVEMENT PLAN
-
CVWD STANDARD DRAWING NO. W-1/5-3.
(PARCEL MAP NO. 37683 OFFSITE SEWER PLAN
PREPARED BY OTHERS)
11.
THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF
22
O
FOR CONTINUATION REFER TO BUILDING PLUMBING
CONSTRUCTION HAS NOT STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS
PLANS AND FIRE SPRINKLER PLANS
SHOWN IN CVWD DRAWING APPROVAL BLOCKS.
23
8"SDR35 PVC SEWER STUB
I
12.
CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AR 1-800-422-4133 AT
24
NOT USED
LEAST TWO WORKING DAYS PRIOR TO START OF CONSTRUCTION AND PROVIDE THE
25
INSTALL 12'X8" CVWD TAPPING SLEEVE W/TB
CVWD INSPECTOR THE USA NUMBER PRIOR TO EXCAVATION.
9
INSTALL 6"GATE VALVE WNALVE, BOX & COVER
13.
NEW CONSTRUCTION TO BE PLUGGED UNTIL SEWER SYSTEM IS APPROVED FOR SERVICE,
PLUG TO BE REMOVED IN PRESENCE OF DISTRICT INSPECTORS.
27
INSTALL 4" WATER SERVICE
ABBREVIATIONS
28
INSTALL 2' GAS METER BY SOCAL
(E)
EAST PVC POLYVINYL CHLORIDE TMH TOP OF MANHOLE
29
INSTALL 4X2 REDUCER
(N)
NORTH EA EACH TYP TYPICAL
(S) SOUTH EX EXISTING VCP VITRIFIED CLAY PIPE 30 INSTALL 4X2 TEE PROPOSED
(W) WEST FH FIRE HYDRANT VERT VERTICAL FIRE DEPARTMENT NOTE 1 GAS LINE
(NE) NORTHEAST HORIZ HORIZONTAL WTR. WATER
(NW) NORTHWEST wv INVERT THIS PLAN IS NOT TO BE UTILIZED FOR INSTALLATION OF
(SE) SOUTHEAST LF LINEAL FEET PROPOSED UNDERGROUND FIRE MAIN. A DIFFERED
BOV BLOW -OFF VALVE MIN. MINIMUM SOUTHWEST MH MANHOLE SUBMITTAL SHALL BE REQUIRED FOR SUCH 29
C.B.. CATCH BASIN PROP. PROPOSED INSTALLATION. THESE PLANS SHOULD ONLY BE UTILIZED � 12 30
CO CLEAN OUT SWR. SEWER AS REFERENCE.
DIP DUCTILE IRON TCO TOP OF CLEAN OUT 7 19
INSTALLATION AND DESIGN OF UNDERGROUND FIRE MAIN 7 5 16
SHALL BE IN ACCORDANCE WITH NFPA 24.
PROPOSED STORM
\ — — — — DRAIN PIPE
\ PROPOSED20 FH
23 STORM DRAIN EASEMENT " SDMH 3 F 20
\ 6 81913 21 I
\ 2 0
all
e \ \
SD + \ \ \ \ �. \ \wv
7 \ 6
wv A__ wv
APN 600-020-053
PROPOSED STORM
DRAIN PIPE -SEE
STORM DRAIN PLANS
,6:1
POOL \
SEE ARCHITECTURAL PLANS 1
J
E
SCALE: 1"=20'
101
SDMH \ a
h
\ ci
\\ \ � PROPOSED STORM
NEW 205 LF DRAIN PIPE -SEE a
8"-C900 PVC A. A� STORM DRAIN PLANS
WATER LINE ` ( I
SECTION B y \\
2222 �`
27 22 18
14
\V 0
0 0 0 o f
—
XFMR
21 17
y
I XISTING 50' X 175'
CVWD EASEMENT PER
3 INSTRUMENT NO.
7
13
2007-0103256
C
i
7 (TO BEABANDONEND)
SDMH
4
19
i
NEW 377 LF 8"-C900 PVC
WATER LINE SECTION A
n
PROPOSED STORM
D
DRAIN PIPE -SEE
II
25 STORM DRAIN PLANS �� --- - — ;y
EXISTING 2IV CVWD EASEMENT PER INSTRUMENT 2fU2-0316I - � - _ -- - - - - D
,' 82112-0274387 AND PUE PER INSTRUMENT TOIT-O 76]69 V%
NOTE TO CONTRACTOR: EXISTING UTILITIES NOTE TO CONTRACTOR: QUANTITY ESTIMATE NOTE TO CONTRACTOR: SITE CONDITIONS
THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS EDAIS ENGINEERING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB
TAKEN IN PREPARATION OF THE INFORMATION, EDAIS ENGINEERING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN A APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY
DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO
THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ESTIMATES FOR CONSTRUCTION OR COST PURPOSES. EDAIS ENGINEERING, INC. SHALL NOT DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE EDAIS ENGINEERING, INC., HARMLESS
ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE QUANTITY ESTIMATES
SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. QUANTITIES AT THE TIME OF CONSTRUCTION. OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, NEGLIGENCE OF THE OWNER OR EDAIS ENGINEERING, INC. ( FOR PERMIT PURPOSES ONLY)
EDAIS ENGINEERING, INC. IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE. EDAIS ENGINEERING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE UTILITIES CVWD EASMENT NOTE
CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIR REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO
PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE FURNISH & INSTALL 8" PVC WATER MAIN 1,137 LF
ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF EDAIS ENGINEERING, INC. THE CONTRACTOR SHALL NOTIFY SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY DECORATIVE CONCRETE FURNISH & INSTALL 6" FIRE LINE 43 LF
EDAIS ENGINEERING, INC. PRIOR TO POTHOLING. IF NECESSARY, EDAIS ENGINEERING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 AND/OR LANDSCAPING INSTALLED OVER MAINLINES OR VALVES. CVWD EASEMENT FURNISH & INSTALL FIRE HYDRANTS 4 EA
CONSTRUCTION AFTER REVISIONS ARE APPROVED. GAS SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 WILL BE DEDICATED BY: FURNISH & INSTALL 8" BACKFLOW PREVENTOR 1 EA
USA UNDERGROUND SERVICE ALERT (800) 227-2600 CITY OF LA QUINTA -INSTRUMENT NUMBER: 2012-0315108, RECORDED 07/06/2012 FURNISH & INSTALL 2" BACKFLOW PREVENTOR 2 EA
DIG ALERT BENCHMARK: BASIS OF BEARING: REVISIONS APPROVED BY: CITY OF LA QUINTA
SENCHARK PD-3-1E
ELEVATION: 92,067 NGVD29 BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING
(TOP OF I"I.P. ITH COUNTY TAG AT THE INTERSECTION OF MILES ALONG THE NORTHERLY LINE OF THE NORTHEAST QUARTER /15@019 N.K.E. 1 1ST SUBMITTAL,�� IC tO, Engineering, Inc.
OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 5 G
AVENUE AND ADAMS STREET) /12+2019 N.K.E. 2 2ND SUBMITTAL
DIAL TOLL FREE SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, U' ZQ � D�253 N
1-BDG-227-2600 BEING NORTH 89-39'16" EAST AS SHOWN ON R.S. 96152, RECORDS 4/2019 N.K.E. 3 3RD SUBMITTAL Esp 6�30�2D SOTS S. Ave. 4E Yuma" Arizona 85365
AT LEAST Two DAYS OF RIVERSIDE COUNTY. (926) 944-3566 FAX (926) 341-1075 AIZ
BEFORE YOU DIG. J �/
EMAIL: najd
9JF L�IL/' BRYAN MCKINNEY CITY ENGINEER
Of CAFE � �
&"DID
DATE BY NO. INT DESCRIPTION PRE -
By APPR DATE 05/03/19 AJEH EDAIS , PE DATE
R.C.E. NO. 49418
EXP. DATE 9-30-2020
SHEETINDEX
SHEET 1
WATER IMPROVEMENT PLANS
SHEET 2
WATER LINE PROFILE A &
SEWER PROFILE
SHEET 3
WATER LINE PROFILE B-C-O
CITY OF LA QUINTA SHEET NO 1 OF 3
RESIDENCE INN BY MARRIOTT DESIGN BY: NKE
WATER AND PRIVATE SEWER DRAWN BY: AT
IMPROVEMENT PLANS DATE:01/10/19
APN 600-020-053
Wj OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. DWG FILE:
PREPARED FOR: SUNRIDGE PROPERTIES _j JOB NO. 18-027
v4ATt20(9 - 000 1
)POSED STORM
DRAIN PIPE
,1 �
f/ / . \ PROPOSED STORM
DRAIN PIPE -SEE
STORM DRAIN PLANS _
- - - - - - - �- - - - T -
r� PROPOSED 20'
23 STORM DRAIN EASEMENT y�
s I 1 L 0
6 8 2
�I
--NEW 8"-C900 -- -- -- - -
- _ _ --- PROPOSED
PVC WATER LINE --
FINISHED SURFACE
41N NEW LINE
3.5' MIN EXISTING
PVC WATERTER LINE
SURFACE
:ONNECT TO
SECTION B
—55
I _ .. U -.. U U U U " - IW m
- - ----- - __� -..-- I.0 O.. o ,D OJ v v _J1 NEW GAS o J OJ "' o U H H J _ p - -- — -- - _
M JJ MCL X m. V W X-Tw W X o� 7J +ZD U) IOW J
---- - - ---_. _ m Jm.. 'IwO �w ow0oimm 4 LINE vwm ,�Wm MXx U _- -. -- dwm u? X `P.Jam -- w
50— - \— ? w r m M I- m M I- F- m N I_- o m w —50
-- - ---
+a +� n +¢ +ZoTn +a M" In +" In w aGO O- +_ OD m OD I-
-_- N O In N w.... N X 0 N w N X N W 7 0. M V (L �. x F- 7 0- I O U +¢ + IA
rn x 's > > 3> ¢ z w X x r a w o rn
�.. i4= J a`aD� ¢- J¢OD� ¢: J F-= x ¢_ a U (L a ¢= x F
GG � ;b x� w a� x r cD ¢ In a1 x " x z 3 � p a __ r w x ro ;D a
C m > n r m > C m C w U _ 3 m m
_\ - t -
0+00.00 1+00.00 -- --- -I— ----- - ._ 2+00.00 3+00.00 sD PIPE 4+00.00 5 I00.00 -- 6+00 00'I
WATER SECTION A
160- ---
155-
150—
j 45—
I 04
9 -
\�\ ( 21
)POSED STORM
DRAIN PIPE
PROPOSED STORM -� --- - - -
PROPOSED
CATCH BASIN DRAIN PIPE -SEE
STORM DRAIN PLANS li - --- - - -
— — — — — — — — — — — — — —
CO #1 CO #2 — 60
T -5 .83± PROPOSED TCO-58.32t
STA 1+9.74 STA 2+38.32
FINISHED SURFACE
—55
NEW 129LF 8" SDR 35 _
SEWER LINE @0.33% —50
I INV S-49.60
INV S-49.18 INV W-49.70
8" PIPE
INV W-49.52
STA 2+12.84
F 45
10 2+00.00 3+00.00
SEWER SECTION
LVAN
S
N
E
SCALE HORIZ: 1"=20'
SCALE VERT : 1"=5'
NOTE TO CONTRACTOR: EXISTING UTILITIES
THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM
A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF
THE INFORMATION, EDAIS ENGINEERING, INC. CANNOT AND DOES NOT GUARANTEE THE
ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES ARE SHOWN IN A APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK.
THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH
RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF
EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND
VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES
OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS,
EDAIS ENGINEERING, INC. IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE. EDAIS
ENGINEERING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR
AGREES TO COMPLETE ALL WORK, INCLUDING REPAIR REQUIRED, IN AN EXPEDITIOUS
MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION
OF SAID WORK.
ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION
OF EDAIS ENGINEERING, INC. THE CONTRACTOR SHALL NOTIFY EDAIS ENGINEERING, INC.
PRIOR TO POTHOLING. IF NECESSARY, EDAIS ENGINEERING, INC. SHALL REVISE THE PLANS.
THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED.
KEY NOTE
iO PROPOSED 8"-C900 PVC FIRE LINE
2O PROPOSED 8" PUBLIC SEWER LINE (REFER TO PARCEL MAP
NO.37683 OFFSITE SEWER PLAN PREPARED BY OTHERS)
3O PROPOSED B" 90' ELL W/FHRUST BLOCK
O PROPOSED 8" 45° ELL W/FHRUST BLOCK
O5 INSTALL 6" FIRE HYDRANT AS PER CVWD
STANDARD W33A.
6O CONSTRUCT NEW SEWER SANITARY MANHOLE
7O INSTALL 8" GATE VALVE WNALVE, BOX & COVER
8O CONNECT NEW 8" SEWER LINE TO EXISTING
SEWER LINE
O9 INSTALL NEW SEWER CLEAN OUT
10 PROPOSED 2" WATER SERVICE AS PER CVWD
STANDARD W-11
11 PROPOSED 2-2" WATER METER AS PER CVWD
STANDARD W-11
12 PROPOSED 2" 90" ELL
13 PRIVATE 8" SDR-35 SEWER LINE
14 GREASE SEPARATOR AS PER BUILDING PLUMBING PLAN
18 PROPOSED 1" IRRIGATION SERVICE W/ 1" METER
AS PER CVWD STANDARD W-7
i6 PROPOSED 2' BACKFLOW PREVENTOR
17 PROPOSED 4" 90" ELL W/THRUST BLOCK
18 PROPOSED 4"-SDR35 PVC SEWER LINE
19 INSTALL 1" PVC END PLUG
20 PROPOSED 8" ABOVE GROUND DOUBLE DETECTOR CHECK AS
PER CVWD STANDARD W-31B
21 REMOVE CLEAN -OUT AND CONNECT
PRIVATE 8" SEWER LINE INTO CVWD SEWER LINE
REFER TO SEWER IMPROVEMENT PLAN
(PARCEL MAP NO. 37683 OFFSITE SEWER PLAN
PREPARED BY OTHERS)
22 FOR CONTINUATION REFER TO BUILDING PLUMBING
PLANS AND FIRE SPRINKLER PLANS
23 8"SDR35 PVC SEWER STUB
24 NOT USED
25 INSTALL 12'X8" CVWD TAPPING SLEEVE W/TB
26 INSTALL 6"GATE VALVE WNALVE, BOX & COVER
27 INSTALL 4" WATER SERVICE
28 INSTALL 2" GAS METER BY SOCAL
29 INSTALL 4X2 REDUCER
30 INSTALL 02 TEE
DIG ALERT BENCHMARK: BASIS OF BEARING: REVISIONS' E D A = S SHEET NO 2 OF 3
APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA
BENCHARK PD-3-1E
ELEVATION', 92.067 NGVD29 BEARINGS SHOWN HEREON ARE BASED UPON THE REARING
ALONG THE NORTHERLY LINE OF THE NORTHEAST QUARTER 3115/2019 IN 1 1ST SUBMITTAL ,gyp DESIGN BY: NKE
(TOPUE AND DAMSS RE TAG AT THE INTERSECTION OF MILES " K. F � Engineering Inc. RESIDENCE INN BY MARRIOTT
AVENUE AND ADAMS STREET OF THE SOUTHEAST QUARTER OF SECTION 29,TOWNSHIP S � Q ,
DIAL TOLLFREEI SOUTH,RANGE 7EAST,SANBERNARDINOBASE AND MERIDIAN, /12R019 N.K.E. 2 2NDSUBMITTAL ? 9i WATER LINE PROFILE A DRAWN BY: JAT
1-B00-227-2600 BEING NORTH 8V39'16' EAST AS SHOWN ON R.S. 96/52, RECORDS /24/2019 N.K.E. 3 3RD SUBMITTAL 2 N0. D66253 N 3075 S. Ave. 4E Yuma. Ar1Zome. 85365
AT LEAST TWO DAYS OF RIVERSIDE COUNTY. P• 6�30�2U (928) 344-3566 FAX (928) 341-1075
6EFDRE YOU DIG. e *� P* EMAIL: najeh®Edaiagroup.com -
SG APN600-020-053 DATE:01/10/19
' q CIVIL BRYA MCKINNEY CITY ENG ER DATE W1 OF SEC. 29 , T, 2 S., R, 5 E., S.B.M.
OF CALIF � � � 2 DWG FILE:
s/artole PREPARED FOR: SUNRIDGE PROPERTIES
OF SOUTHERN CALFORNUNDERGROUND IALE DATE BY NO, INT DESCRIPTION PRE APPR DATE 05 03 19
gppp / / NAJEH EDAIS, PE DATE R.C.E. NO. 49418 EXP. DATE 9-30-2020 JOB NO. 18-027
55-
50
45
0{
I
NEW 205 LF 8"-C900 PVC
WATER LINE SECTION B
SECTION B
it
o
� J
Uw
mum
wm
�I
NEW 369 LF 8"C900 PVC
WATER LINE SECTION D
S
E W
N
SCALE HORIZ: 1"=20'
SCALE VERT : 1"=5'
FH
VAN
3
PROPOSED STORM
DRAIN PIPE -SEE
STORM DRAIN PLANS
PROPOSED
CATCH BASIN
NEW 185 LF 8"-C900 PVC
WATER LINE SECTION C / J�
SECTION C
All 11,
- _ PROPOSED STORM - - -- - - -- -
DRAIN PIPE -SEE
STORM DRAIN PLANS
SECTION D
E
N S
W
SCALE HORIZ:. 1"=20'
SCALE VERT: 1"=5'
T'PR(
KEY NOTES
ED 8"
LINE
O PROPOSED 8"-C900 PVC FIRE LINE
3O PROPOSED 8" 90" ELL W/THRUST BLOCK
O INSTALL 6" FIRE HYDRANT AS PER CVWD
STANDARD W33A.
O INSTALL 8" GATE VALVE W/VALVE, BOX 8. COVER
N
w E
S
SCALE HORIZ: I"=20'
SCALE VERT : 1"=5'
DIG ALERT BENCHMARK: BASIS OF BEARING: REVISIONS APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA SHEET NO 3 OF 3
BENCHARK PD-3-1E ESSIE D AZ S
ELEVATION: 92.067 NGVD29 BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING Inc.
DESIGN BY: NKE
ALONG THE NORTHERLY LINE OF THE NORTHEAST QUARTER 162019 N.K.E. 1 lsTSUBMITTAL ( .] I(. t Engineering.) Inc. RESIDENCE INN BY MARRIOTT
(TOP OF I.P.LP. ITH COUNTY TAG AT THE INTERSECTION OF MILES OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 5 CV CQ
DIAL TOLL FREE AVENUE AND ADAMS STREET) /12/2019 N.K.E. 2 2ND SUBMITTAL
SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, CD 2 � D�25,1 UI � DRAWN BY: JAT
-BDD-227-26DD BEING NORTH ERNAR ION R.S. AND RECORDS /24R019 N.K.E. 3 3RDSUBMNTAL 3075 S. 7Ave.E Yuma. Arizamft 85365 WATER LINE PROFILES B-C-D
AT LEAST T%NO OF RIVERSIDE COUNTY. R 6I�I20 (928) 36 FAX (928) 341-10715 ` / APN 600-020-053
BEFORE YOU DIG Y3 * *EMAeh®Edaiegroup.00m r7 (I ! DATE:01/10/19
� MLL�E \P BRYA MCKINNEY CITY ENGINEER DATE W12 OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. DWG FILE:
�201CA
PREPARED FOR: SUNRIDGE PROPERTIES
UNDERGROUND SERVICE ALE DATE BY NO. INT DESCRIPTION PRE APPR DATE 05 03 19
OF BGDTNERN CALIFORNIA APPR NAJEH EDAIS , PE DATE R.C.E. NO. 49418 EXP. DATE 9-30-2020 JOB NO. 18-027