912g_sw4W" 1 R 1 V
m
WOODHAVEN
COUNTRY
CLUB
a a�
42ND
CITY OF
PALM DESERT
TE
AVENUE
COUNTY OF
RIVERSIDE
V1C1Nl7 Y II�AP
N_T.S.
THOMAS BROS. MAP LOCATION PAGE 204, D-4
(1992 EDITION)
16'
VARIES 1X - 5.2X
PROP. CURB 6•
ONLY (6" CF)
4' COVER AT
FINAL GRADE
PROPOSED 12"
D. I. P. W.L.
26'
VARIES 17L - 6.4%
7F'�17I
11'
PROPOSED
8" VCP
PROP. AC PAVING
N'LY R/W
LEGEND
-{}-- SEWER MANHOLE
--' SEWER CLEANOUT E�
PROPOSED SEWER MAIN
- -SS- EXISTING SEWER MAIN
---� 4" OR 6" SEWER LATERAL
PROPOSED WATER MAIN EASTHAVEN ROAD
- -W-- EXISTING WATER MAIN TYPICAL SECTION
N. TS.
3•--� FIRE HYDRANT ASSEMBLY
0------ BL OWOF F
4K:)--- 1" WATER SERVICE W/ 3/4" METER AND 1" BACKFLOW PREVENTION DEVICE
SEWER IMPROVEMENT
TRACT
I
EX. 8" VCP
EX. 8" VCP
S'LY R/W
-W12
FOR
N0.
TRACT NO. 19299
M.B. 136/86-37
(WOODHAVEN COUNTRY CLUB)
I N D E X M A P
SCALE: 1 "=80'
PLANS
26938-1
ESTIMATE-- OF QUANTITIES
NO. DESCRIPTION UNIT QUANTITY
1
8" V.C.P.
L.F.
464-
642
2
MANHOLE
EA.
3
3
6" CLEANOUT
EA.
1
4
4" CLEANOUT
EA.
5
5
6" V.C.P. LATERAL
L. F.
11
6
4" V.C.P. LATERAL
L. F.
78
7
SAWCUT, REMOVE & REPLACE EX. A.C. PAVING
S.F.
500
ENDED FOR APPROVAL
DATE:
CHECKED BY:
DATE:
QRpFESS/ p�APPROVED BY:
A. Or
NO. 33950 y
* DR 06-30-98
4F0T4RANSPC9(TVAf0N DEPT., RIVERSIDE CO., CA
\ 1� C I KHALED A. OTHMAN, RCE NO. 33950
OF CA`\F EXP. DATE 06-30-98DATE 912619-2
Underground Service Alert CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
o C* Tal RE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE UNAUTHORIZED CHANGES• k U• THE ENGINEER PREPARING THESE PLANS WILL NOT BE
OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS
1-800 THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND11r
PREPARER OF THESE PLANS.
422-413.5
TWO WORMG DAYS B1111"11X YOU DIG
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIAB ,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
m. H.
ESS1
INV.
M. H. N0.
PACIFIC ENGINEERING
= INVERT
PREPARED UNDER THE DIRECTION OF:
�H1�o
ELEV.
MH NO. 1
& ASSOCIATES
M- 3Z82
104.02 E.
(103.92) N.
CIVIL ENGINEERING•PLANNING•SURVEYING
W -'
104.70 W.
MH NO. 2
AND ELECTRICAL ENGINEERING SERVICES
, RCE .32182 EXP. DATE: i23i-oo
* DEC 31, 31000 *
MH NO. 3
41-230 CARLOTTA DRIVE
C10-
105.65
PALM 2
LAN_�..
,
Ar ��FI
DATE: � /_ 2p,
779-5994
(619) 346 4264SER11 FAX (619)
NO.
REVISION
- W -
MANHOLE LEGEND
= STATION
m. H.
TMH
INV.
M. H. N0.
STATION
= INVERT
ELEV.
ELEV.
MH NO. 1
0+00.00 E.
=8+29.71 N.
(114.78)
104.02 E.
(103.92) N.
104.70 W.
MH NO. 2
2+09.00
111.22
104.80 S.
MH NO. 3
4+74.570
110.86
105.65
ABBREVIATION TO MANHOLE LEGEND:
STA.
= STATION
m. H.
= MANHOLE
T.M.H.
= TOP OF MANHOLE
INV.
= INVERT
NOTE: INDICATES DIRECTION OF SEWER FLOW
N =
NORTH
S =
SOUTH
W =
WEST
E =
EAST
General District Notes for Sewer
1. All sewer line construction shall conform to the Standard Specifications
for Construction of Sanitary Sewer Systems (Standard Specifications) of the
Coachella Valley Water District (CVWD).
2. Bedding and backfill shall be compacted In accordance with County of
Riverside Standard No. 818.
3. All work shall be inspected by CVWD. The charges for inspection shall be in
accordance with CVWD's Regulations and Standard Specifications.
4. Work performed without inspection shall be rejected.
5. Vitrified clay pipe shall be per Subsection 207-8 of S.S.P.W.C. socket and
spigot with type G gasket.
6. Copies of compaction test results shall be furnished to CVWD.
7. Grade and alignment shall be established in a manner approved by CVWD.
8. Pipe shall be installed to within 0.02 foot tolerance of the line and
grade.
9. The separation between water and sewer facilities shall be as specified in
CVWD Standards W1.
10. Contractor shall contact the Chief Inspector, CVWD, to arrange a
preconstruction conference at least 48 hours prior to construction.
11. Copies of grade sheets shall be submitted to Chief Inspector prior to
construction.
12. Contractor shall submit to CVWD a list of materials to be used prior to the
preconstruction conference. Only materials on the approved list may be
used. List shall include quantity, manufacturer, model, size, and other
pertinent data.
13. Contractor shall schedule his construction activities with the Chief
Inspector, daily, between 3:30 and 4:30 p.m. for the following working day.
If CVWD is unable to provide an inspector or inspectors, Contractor shall
reschedule its work for another time.
If Contractor elects to cancel scheduled work without notice to CVWD,
Contractor shall be charged 1 hour of inspection time for each day of
occurrence.
14. No water or sewer lines shall be installed under decorative concrete,
concrete, curbs, or sidewalks without prior approval of CVWD. All in -tract
streets shall be paved with asphalt concrete pavement.
15. These plans may be subject to review =d/or revision, by CVWD, if
construction has not begun within 12 months from Date of Approval as shown
A r
16. Contractor shall call Underground Service Alert at 1-800-422-4133 at least
two working days prior to start of construction.
I certify that the design of the sewer system in Tract No. is in
accordance with the sewer system expansion plans of the Coachella Valley Water
District and that the waste disposal system is adequate at this time to treat the
anticipated wastes from the proposed tract.
Date: 4-46. 9.7 COACHELLA VALLEY WATER DISTRICT
By:
Daniel L. Parks
Director of Engineering
R.C.E. No, 29572
BENCH MARK DETAILED DESCRIPTION:
NOTE
1.0 MILE N'LY ALONG WASHINGTON ST. FROM THE INT. OF WASHINGTON ST. AND 44TH AVE.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR TO THE INT. OF WASHINGTON ST. AND 42ND AVE., 258.28' NE'LY FROM A CUT "X" AND
BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. CONC. NAIL IN CURB, 125.58' NE'LY FROM A CUT "X" IN THE SW'LY COR. OF A CONIC. SLAB
REMOVAL AND REPLACEMENT SHALL BE AT CONTRACTOR'S EXPENSE AND AT A GAS STATION, 171.51' AND 75.86' NW'LY FROM A 2"X2" WITH NAIL, 134.49' AND 63.11'
SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER SWLY FROM A 2"X2" WITH NAIL, 69.59' NILLY FROM A CUT "X" AND CONC. NAIL IN DRIVEWAY,
BELOW 33,966 OR A LICENSED LAND SURVEYOR, 55.49' SWLY FROM A TAG MARKED LS 2344 ON THE SWLY SIDE OF PP #9770-1,D., 53.58'
NE'LY FROM A NAIL AND TIN ON PP #330581-3.
BENCH MARK NO. PD -3-3W ELEV. 117.047 DESIGNED BY COUNTY OF RIVERSIDE
DEPT. OF ENVIRONMENTAL HEALTH
LOCATION:
HANDWELL MONUMENT AT 1.0 MI. N'LY ALONG WASHINGTON ST.
DRAWN BY APP�tVED BY:
FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE
INT. OF WASHINGTON ST. AND 42ND AVE. ♦ ZV ,
w DATE: DEC. 1963 CHECKED BY
APPROVED DATE (SEE SHEET 1 FOR DETAILED DESCRIPTION) DATE �' ' 9IF-
000,
P"O -
ill E__
O
IN THE COUNTY OF RIVERSIDE
SEWER IMPROVEMENT PLAN
TRACT 26938-1
TITLE SHEET
POR. OF SW 1/4 OF SEC. 7, T.5S_, R.7E., S.B.M. - SCHEDULE "A"
9/2-G
2201SP1
SHEET 1 c
OF
2 SHEETS
22531
? (f ESS/p�,�
SH/,y0y e
NO. 32182
* DEC. 31, 2000
OF CA10'
115
110
105
100
to
N�
io
Go
0
z
W
CD
O N
+0
O
Q
N
u
0
N
O
! `°
�
I Z
Nr
I
�
3
.ul)
o
Z N
V!
I a
,CE. M672
EX. TOP OF PAVEMENT
_
N�'
iX
W
to
N�
io
Go
0
z
W
CD
O N
+0
O
Q
N
u
0
u -J FUT. A.C. i
i
IL I
Iii r•'..T .- ...T �w ww .�
PREPARED UNDER THE DIRECTION OF:
.f --o /t
LYDIA SHINOH�RCE 32182 EXP.ATE:
DATE:
�O"Dx X aA
S �p �� • 0�5
2 3
SECTION "A"— "A"
HORZ: 1"=40'
VERT. 1"=4'
19YvVi rVAYLl`l l.VL)1Ylm1 LILub)
PACIFIC ENGINEERING
& ASSOCIATES
CIVIL ENGINEERING -PLANNING-SURVEYING
AND ELECTRICAL ENGINEERING SERVICES
41-230 CARLOTTA DRIVE
PALM DESERT, CA 92211
(619) 346-4264 FAX (619) 779-5994 N0.
V.
5
NOTE:
NO TREES AND/OR PERMANENT STRUCTURES
SHALL BE LOCATED WITHIN CVWD EASEMENT
AS SHOWN. co� T
CO"67 PNAScr t
Pfl A S E 2C' IMATE 2
VVATE/2
tva 3r.Kvi6z rLuu lU ax SBMUVED
IN PRESENCE OF DISTRICT INSPECTOR.
REVISION
110
105
SCALE.- 1' = 40'
100
40 20 0 40 80 120
SCALE: 1" = 40'
i
L
EX. 12- VCP (SEE DWG. 12917)
--I -
.V.W.D. DRAWING
-�!
EX. GRD. OVER SEWER MAIN
Ch [k.d- . i i
-
RKomm.r0.d. 7 Mi
,CE. M672
EX. TOP OF PAVEMENT
_
N�'
OVER SEWER MAIN
i
,gyp •�,Z.
AA
rrw�7e-CHEF D10�EOt IME W. 2D70
r, EX. 6' GAS
APPROVED BY:
�?oEss/
12.
C-4PROP.
TOP OF PAVEMENT
OVER
a- ��A I
rr
DATE:
`�'
SEWER MAIN
Lo
II
so' CHECKED BY:
EX. 12 FM
OPT.,
o
o
TRANSPO T ORIVERSIDE CO., CA
Ex. /8N PM
KHALED A. OTHMAN, RCE NO.
EXP. DATE 06-30-98
33950
DATE:
SEWER MAlN O 50.0033Aj
Z
CONSTRUCT 8 VCP
DATE
CONSTRUCTS VCP
M 50.0033
i LJ
BY COUNTY RIVERSIDE
+00,0
LOCATION:
DEPT. OF ENVIRONMENTAL
�'�L���
IN
THE COUNTY OF RIVERSIDE
HANDWELL MONUMENT AT 1.0 MI. N'LY ALONG WASHINGTON ST. DRAWN BY AP ROVED BY:
F
�pp�p�
SEWER IMPROVEMENT PLAN
s
�
��
m
DATE: DEC. 1963 CHECKED
wU
3 aa
o
N
APPROVED DATE (SEE SHEET 1 FOR DETAILED DESCRIPTION)
+
z
W _w N
—zam
cV
POR. OF
SW 1/4 OF SEC. 7, T.5S., R.7E., S.B.M. - SCHEDULE -A-
_
f-
O
N
_
=OZD
:2U D 0
209.00 L.F.
V
262.50'
u -J FUT. A.C. i
i
IL I
Iii r•'..T .- ...T �w ww .�
PREPARED UNDER THE DIRECTION OF:
.f --o /t
LYDIA SHINOH�RCE 32182 EXP.ATE:
DATE:
�O"Dx X aA
S �p �� • 0�5
2 3
SECTION "A"— "A"
HORZ: 1"=40'
VERT. 1"=4'
19YvVi rVAYLl`l l.VL)1Ylm1 LILub)
PACIFIC ENGINEERING
& ASSOCIATES
CIVIL ENGINEERING -PLANNING-SURVEYING
AND ELECTRICAL ENGINEERING SERVICES
41-230 CARLOTTA DRIVE
PALM DESERT, CA 92211
(619) 346-4264 FAX (619) 779-5994 N0.
V.
5
NOTE:
NO TREES AND/OR PERMANENT STRUCTURES
SHALL BE LOCATED WITHIN CVWD EASEMENT
AS SHOWN. co� T
CO"67 PNAScr t
Pfl A S E 2C' IMATE 2
VVATE/2
tva 3r.Kvi6z rLuu lU ax SBMUVED
IN PRESENCE OF DISTRICT INSPECTOR.
REVISION
110
105
SCALE.- 1' = 40'
100
40 20 0 40 80 120
SCALE: 1" = 40'
i
L
EX. 12- VCP (SEE DWG. 12917)
--I -
.V.W.D. DRAWING
-�!
Ch [k.d- . i i
-
RKomm.r0.d. 7 Mi
,CE. M672
T
wao~.a:
rrw�7e-CHEF D10�EOt IME W. 2D70
RECOMMENDED FOR APPROVAL:
APPROVED BY:
�?oEss/
Q 9 y
z
DATE:
N0. 33950
so' CHECKED BY:
* EXP• 06-30-98
OPT.,
TRANSPO T ORIVERSIDE CO., CA
KHALED A. OTHMAN, RCE NO.
EXP. DATE 06-30-98
33950
DATE:
OF CALF
Z
DATE
BENCH MARK NO. PD -3-3W ELEV. 117.047 DESIGNED
BY COUNTY RIVERSIDE
LOCATION:
DEPT. OF ENVIRONMENTAL
HEALTH
IN
THE COUNTY OF RIVERSIDE
HANDWELL MONUMENT AT 1.0 MI. N'LY ALONG WASHINGTON ST. DRAWN BY AP ROVED BY:
SEWER IMPROVEMENT PLAN
FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE
�
INT. OF WASHINGTON ST. AND 42ND AVE.
m
DATE: DEC. 1963 CHECKED
BY
TRACT 26938-1
APPROVED DATE (SEE SHEET 1 FOR DETAILED DESCRIPTION)
4
DATE �' ��' l �
POR. OF
SW 1/4 OF SEC. 7, T.5S., R.7E., S.B.M. - SCHEDULE -A-
AL
aTE
18 rGo 97
mcNo
22532
9/2-G
2201SP2
SHEET 2
OF
2 SHEETS
22532