MUP 2000-202f
I - 61.
MAR.10'2000 13:23 949 6 2 8411
03 AP..10.2000j; <12 57PM;07 77 L„ QUINTA
lie
City of La Quinta
Comm-ftnityDevelopment Department
5 78-495 {Calle Tampico
- La Qui#ta, California 92253
of (760) 7-7125 FAX: (760) 777-1233
#0835 P 002/003
40 1
No. 3w P.2;E 02
OFFICE USE O Y
Can No. USO - Z
Dau Keri 3 Q�
Fee:
Related App&.:
Logged in by.
APPLICATON FOR MINOR USE PERMa APPROVAL
MLNOR USE PERMIT apr4cabons are reN iewed and approved by the Community Develop t Director
pursuant to Section 9210.020, Of the Zoning Code. The purpose of the re% icw is to ensure that land es requiring
the permit do not have an advtrse impact on surroundi.ug properties, residents: or businesses -
APPLICANT
M�5 coN
(print) 14vl!, MAILING ADDRESS PhoneNo. �%O77I
CITY, STATE, ZIP: LA aQWrA CA I IMSI Fax No. 70!0 7 71- '0073
PROPERTY OWNER (If diffent): 1'fAL pAG l G S
1
+ (Phnt)
MAILING ADDRESS: 4 1 �0 MAeAQT;i-I U R Bswg • Phone No 90f
CITY, STATE, ZIP:AFI,A/�k12T ee+ Ck
Faa No. 49 Z
s
PROJECT LOCATION: 1.PT 1 1 TR'Z+Ma— 4' � jWra ai ja U c
PROPOSED USE AND/OR CQNSTRUCTION (Iuma
cludiuS operational infortion):
l�t2E
;f
LEGAL DESCRIPTION (LO� & 'TRACT OR A.P,N.): L O O- 4
PAIi
Al S%Mincr Use rcruat
.;rTY of u
Q INT,
MAR.10'2000 13:23 949 6 2 8411 CPH #0835 P 003/003
83f` -_k. _2000j: X12:57PM�g7 77� LAQUINTA A N0.306 .3 03
'r
lens Ielevation Iasis (as determined by CmmunitY Development DeP Mt ata .
)< Plot Plan, floor p P
Five (5) sets of plans o g%,, x 11" sheet or folded down to SYz" x 11".
O Fling fee for Minor U ', Yerarit. If filing multiple applicatioas,
the most expensive agpli will be
charged &U fee, with, re ainiag related applications discounted 50%fox each. This discount not apply
to Environmental Infor$hation form.
II. +
NAME OF APPLICANT t M 17� G v^l 5 V `►T e NLg
i (Plaasc Priat) 000,
i DATE 41 20fro
SIGNATMtE OF AFPLICA*.
f
NAME OF PROPERTY OWI FR " G
� (Please Priv
SIGNATtZ OF PROPER O 3 �
IF N sAMP As APPLIc HATE
(Signature provides c ent for a0kcant to,& site for proposed ac&QY)-
DATE
i
(Separate written authrity by Owner to submit application may be provided) s
NOTE: FALSE OR N#SLYKADING MORMATION GIVEN IN THIS APPLICATIO SHALL BE
GROU"R F s: >nieNXwG A ppucAnom
i
ff
I
I�
II
!
I
i
I
�f
i
I
ABU= Use Permit ! j
If
I�
April 4, 2000
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Mr. Victor Villeneuve
M.D.S. Consulting
79-799 Old Avenue 52
La Quinta, California 92253
SUBJECT: MINOR USE PERMIT 2000-202
Dear Mr. Villeneuve:
(760) 777-7000
(TDD) (760) 777-1227
The Community Development Department has approved your request to establish a temporary sales
trailer and guest parking lot in Tract 24890-4 (Lot 1) for Capital Pacific Homes pursuant to Section
9.60.250 of the Municipal Code, subject to the following conditions:
1. Obtain a building permit to place the temporary trailer on-site.
2. Mounted on the exterior of the sales office front door shall be a written notice providing
emergency personnel your 24-hour emergency phone number they can call in case problems
arise that need your prompt attention (i.e., minimum 1" high letters).
3. The designated parking spaces shall be constructed before the sales complex is used by the
developer.
4. A sign permit is required for any on-site advertising.
5. Install one 2A1 OBC fire extinguisher inside the front exit door of the sales office.
6. The City may elect to add Conditions to this application request to mitigate any problems
that arise not previously addressed herein.
Two copies of the approved landscape plan are attached.
The temporary sales complex shall be removed within one year, unless an extension is granted by
the Community Development Director.
MUP2020trus -39gt
N
This decision may be appealed to the Planning Commission provided the necessary paperwork and
filing fee of $175.00 are filed with this office within 15 days.
If you have any questions, please contact meat 760-777-7067.
Sincerely,
DEVELOPMENT DIRECTOR
1WSDELL
Planner
Enc.
c: Community Development Director
Building and Safety Director
Public Works Director
Code Compliance Department
Fire Department
Diane Aaker, Senior Secretary
Greg Butler, Counter Technician (B & S)
MUP202Citrus -39gt
0
•cei4°� �W a" COPY
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
March 17, 2000
Mr. Victor Villeneuve
M.D.S. Consulting
79-799 Old Avenue 52
La Quinta, California 92253
SUBJECT: MINOR USE PERMIT 2000-202
Dear Mr. Villeneuve:
(7 60) 777-7000
(TDD) (760) 777-1227
The Community Development Department is unable to complete our review of your sales trailer
permit for Tract 24890-4 until we receive the following information:
1. Submit a landscape and irrigation plan for review approval to this Department.
2. Provide concrete wheel stops for the proposed parking spaces. A minimum number of ten
parking spaces are required.
3. Submit a trailer brochure describing interior and exterior improvements.
Please make the required corrections and submit three sets of final plans to this Department for
approval (2 copies will be returned).
If you have any questions, please contact me at 760-777-7067.
Sincerely,
V1
DEVELOPMENT DIRECTOR
c: Capital Pacific Homes
Community Development Director
MUP202Citrus Modesl - 39gt
NW—
o,
r y
FROM CPH AT THE CITRUS
lei
�O �t�t co�p.6ro�
'Pie r.a Gfcc�t..
PS O�� PC
7 _..—
A
12'x32' Box Size* "
384 SQ.ft.
ie
i
I •
FAX NO. 7605640297
T6 13
Y•N�1�•D pL:TR M
I �
u
12'x42' Box size- MNO J�•!
504 sq.ft. /
l
e
12`x60' Box size,
720 Sq.ft.
so .•Nnc••Naer
r _
�0•nON•�I % _
fV
' •v
• Mar. 21 2000 02:
11450 Mission Bouievard
Mira Loma, CA 91752
(800) 944-3442
www.MobileModularRents.
42-
23'
723' — 10'
M
Floorplans may vary; Dim nsions are approximate
12'
2, ��� to cafe
G �>�ppR TA
P
LANNIN � i.P� -�M�NS
P2
- _ �
'� it � '� � �'�� � ,,,� _ J'r -- ^ ` , 1
^. �
FROM : CPH AT THE CITRUS
'
0 FAX NO. : 7605640297
C�A
0 Mar. 21 2000 02:31PM P4
J2J /
cl
2
a r
r ��r E !
2` !t /
4R 320 ] ;`
l
32.0
FS
PAD EL=(33.0)'
1S 2 ,
N 2UW31CW --- 6 JNlez's 'I
10.66 I.02, 1+ o
CITRUS
CURVE TABLE
p
L
T
A 65'09'55'
_R
5.00'
5.69'
3.20'
B 110'55'29'
5.00'
9.68'
7.26'
39.53'47"
45.00'
31.33'
16.33'
39'34'27"
19.00'
13.12'
6.84'
MI 0000'00`
5.00'
7.85'
5.00'
-.1
OF WAY
OUINTA
5. THE
6. THE
DRAINAC
FEATURE
7. AFTE
PAD, TF
MINIMM
A S.T.M.
8. THE
NOTED
SHALL I
ORAL
9. ALL
DEPOSn
LOTS SI
THE BU
10. THE
REOUIRI
11. C01
OF HUA
FOLLOW
OCTOBE
MAY 1S
WORK !
FROM: CPq AT THE CITRUS
.m ate`
0V S%
00q Iel4ca"V016 VLOT%
Owe F.I. Gloat%-
T -
r t%:AP Q95TV
12'X32' Box size*
384 Sq -ft -
12'X42, Box Size' I
504 Sq -ft.
—r6
FAX NO. 760 5640297 Mar. 21 2000 02:
J1-1jd50 mission Bouievarcl
Mira LOM3, CA 91752
(8001944-3442
www.mobileModularRen
3Z 1 6
W.1�r- Ytil ..
M
Floorplans May vary; Diril nsions are approximate
J1 If
�Wt to
I
2 7 2;Y1
—IN
C'TYOF LA,QUVNI I
PLANNNG DEPARTMENT
N -
ie
P2
V61
IA
.IrpKY�
12:X60' Box Size*
720 SCI -ft -
P
FAX NO. 760 5640297 Mar. 21 2000 02:
J1-1jd50 mission Bouievarcl
Mira LOM3, CA 91752
(8001944-3442
www.mobileModularRen
3Z 1 6
W.1�r- Ytil ..
M
Floorplans May vary; Diril nsions are approximate
J1 If
�Wt to
I
2 7 2;Y1
—IN
C'TYOF LA,QUVNI I
PLANNNG DEPARTMENT
N -
ie
P2
V61
i:1
`
uc
7605640297 is Mar. 21 2000 02:
4658 - Brass
4626 -
4655 -
P4
(6455)
:NhilC
WALL MOUNT CONTROLLER LOCATION
(Install in lockable/weatherproof cabinet)
LOT 2
FUTURE MODEL
Curb, Walk
Foundati
Pop -Up He
- per PI
Schedule
PVC Nlpr
Marlex Stre
PVC Stre
PVC T
Of Elb,
PVC Late
LI
_ I I
Shrub Spra
Finish Grade
Nota: Use Non -
Load Pipe Dop6-'
on all Swing
Joint Threads
nut io /Cale
Curb, Walk or
Foundation
Soh. 80 PVC
Nipple
Marlex Street
Ell
PVC . Street
Ell
PVC Tee
or Elbow
PVC Lateral
Line
-rur4-
�(Z.0
fn ti rub
Shrub Spray
par Plan
Finish Grade
Note: Use Non -
Lead pipe Dope
on all Swing
Joint Threads
ohvub opmv
• nOl LO 9Ci1@
Curb, Walk or
Foundation
Lawn Pop -Up
Head per Plan
Schedule 80
PVC Nipple
Marlex Street
Ell
PVC Street
EII
PVC Tee
or Elbow
PVC Lateral
Line
pop-%.WWR capav
Finish Grade
Note: Use Non -
Load Pipe Dope
on all Swing
Join', Threads
not t0 scale
;VAL:VE BOX
Quick Coupler
Valvc
Finish Grade
Nipple
Coupllno
Nipple
1 CU.F T-
Concroto
Elbow
APPRNlX
0VED
CASE NO.tra
DATE
NOTE: At_ WIPPLE
FITTI W TQ f5 71-r
en FSaLaS6
Qddc C@1g[Aw dn�dQ Qh MA �
.. t � . .°.t.
B/.
C=
co
1
IRRIGATION LEGEND
/ >ym. Manufacturer Model No.Description :ett t..3
a Rainbird 1806-8-Q 6" pop-up shrub spray (25 psi, 9'R, Qtr, .36 gpm) AIIIIIIIIIIII, a t<
/ 9 Rainbird 1806 -8 -Van 6" pop-up shrub spray (25 psi, 9'R, varies, .3-1.8 gpm)
/ ® Rainbird 1806-8-H 6" pop-up shrub spray (25 psi, 9'R, Half, .72U ca
gpm)
O Rainbird PA -8s -8Q Fixed riser shrub spray (25 psi, 91R, Qtr, .36 gpm) 0 1--
% U Rainbird PA -8s -8H Fixed riser shrub spray (25 psi, 9'R, Half, .72 gpm)
/ M Rainbird 1806-10-Q 6" pop-up shrub spray (25 psi, 9'R, .Qtr., 36 gpm)
® Rainbird 1806 -10 -Van 6" pop-up shrub spray (25 psi, 9'R, varies, .3-1.8 gpm) LL- 6aa
/ Rainbird 1806-10-H 6" pop-up shrub spray (25 psi, 9'R, Half, .72 gpm) JVd
V Rainbird PA-8s-lOQ Fixed riser shrub spray (25 psi, 9'R, Qtr, .36 gpm)
j p Rainbird PA-8s-IOVan Fixed riser shrub spray (25 psi, 9'R, varies, .3-1.8 gpm) C.3 U.
V Rainbird PA-8s-IOH Fixed riser shrub spray (25 psi, 9'R, Half, .72 gpm) -Ice C%4 N
Rainbird 1806-15EST 6" pop-up shrub/turf spray (25 psi, 4'xl4'R, .61 gpm) c
® Rainbird 1806-158ST 6" pop-up shrub/turf spray (25 psi, 4'x28'R, 1.1 gpm)
O Rainbird PA-8s-15EST Fixed riser shrub spray (25 psi, 4'x 14'R,.61 gpm)
@ Rainbird PA -8s-15 SST Fixed riser shrub spray (25 psi, 4'x28'R, 1.1 gpm) o
Rainbird 1804-15-Q 4» pop-up turf spray (25 psi, 15'R, Qtr., .82 gpm) < � z
Rainbird 1804 -I5 -Van 4" pop-up turf spray (25 psi, 15'R, varies, .82-3.0 gpm) a
0 Rainbird 1804-15-H 4" pop-up turf spray (25 psi, 15'R, Half, 1.65 gpm)
rr
Q Rainbird 1804-15-F 4" pop-up turf spray (25 psi, 15'R, Full, 3.30 gpm)44 o
P4 0 Z
® Rainbird 1804-1404 4" pop-up bubbler (20 psi, Full, 1.0 gpm) N_
3/4" Water Meter by Developer. Assume min. 50 psi for system design. 0 a
0 Irrigation Point of Connection at Domestic Line. Z
Nibco T-113 Brass gate valve. Line size. Install in 8" round box V
® Irritrol 311A Series Plastic electric anti -siphon valve. Install per local codes.
Rainbird 44 LRC Brass quick coupler valve. Install in shrub beds only in rd. box. ® N
Irritrol Total Control Wall mount outdoor controller -24 station. Developer shall �' a
provide 110-120 vac electric source to this location. Ix,,
Hunter Rain Click Rain Sensor. Install per manufacturer's recommendations. w
®+�■� ®_.��_�«�. SCH 40 PVC sleeve for Mainline pavement crossing. Size 2X pipe. Bury Min. 24" deep. o
SCH 40 PVC sleeve wire pavement crossing. Bury within mainline trench.
SCH 40 PVC pressure mainline, bury min. 18" deep. Size noted on plan.
Class 200 PVC non -pressure lateral line, bury min. 12" deep,
a
0
Valve Station Number
O U
G.P.M. o
Valve Size rn Ei
IRRIGATION NOTES:
1. Contractor shall -install all irrigation equipment per local codes and ordinances. {P', C\2 : 4 w
2. Contractor shall inform Landscape Architect of any field water pressure/meter discrepancies. I--4 00 D
3. Contractor shall stop all low head drainage by installing check valves in risers of heads as necessary. - H 0
4. Contractor shall eliminate excess over -spray onto buildings and pavement by installing R.B. PCS screens. �+
5. This design is diagrammatic for clarity purposes. Install all equipment in landscape areas out. �o m
6. Install all anti -siphon and quick coupler valves in shrub beds. Hide valves from public viewing areas/walkways. U E C �E, o
7. Install pop-up heads next to all walks, driveways and building entries. Typical. Ix <G U U z Lij
8. Install a pop-up bubbler head for each tree on site. Z' Q d a
QM Z
R� a
C\1 43 o
00M®
\d C4 Z
`a�CAvIEDLAN�RO a
APW<
Ld
Uj
CASE NO- / � v x 0 � �i
t?
DATE 0 Z
F
O
Q
i, II ISI I 'II O
Z
N
Q
HARDSCAPHO n
AGGREGATE BASE O
Waili Mount N
Controllor _ -- . y- v� .r v { �. �7:. �7 a_€ m B7A�RMAF[I,LLgp-5S£E SPECS.
C[ADRtP TION REOU RED Q
§.acute o m N
Cabino't II
to Wali with 2 NOFJ- i�7iETEERAL Uj
Suitable Ltt F'�TER
Fasteners ',�- 0
(Two Min.) Lv
Uj
--- - c.y SAND
Neto: nN rc. StZE� N MJSrAt.l. Z
N Electrical Work 2 _ l art Pte► V) a
Shall Conform = ADJA t t0 �'fZESSUR£ Z
to Local Codes =m �l= SUPPLY LINE O z
Finish Grade/ c G' G / PR ESSyRE�REMYlM1E W O
Floor Final Location of AL/ sTt DIAMETER _ Controller Shall E 5 U
E be Determined W
By Architect SUPPLY UNE
24 VAC 'Fj
120 v n c Service A o SLEEVES TO Of SCH 40 PVC. _���� �� \- �-
V/ I r I n t7 p o r Code F• k TEND ALL SLEEVES 24' BEYOND ECCE OF HA�S6AFY Fa � E`MBS� F
In PVC
Conduit CUMPAC f TftENCHE !N ARF�A S 70 SE PUN f � 11
BY 7NC4JROUCHLY CrPUG SACKFtLL )uTH �, J
WATER TO LEVEL CRAOE
0
� o
SL IE M N IG D EEL z
not to scute
0
CZ; o
Z v
rn
NOTE: ALLOW
C" THEN CCNAME )A I VALVES O N
CN THE SAME alANIFCt11. t. ELECTR;C ANTI -SYPHON -
_ - VALVE.
\ N >
INSTALL AS REGl11HED BY 2. CONTRCI.YrIRES, N
LOCAL COTJE-• - r��V"'
3- SC}I- 60 PVC "PPLfE. Round Plastic
Valve Box wlth N
Twist Lock Lid ",
-�- I .4. FINISH GRADE. - - O --
.
fur t: r, Z
1p
5. PVC SCH. 80 NIPPLE - I- MIN LENGTH. Shrub: 2' Above LLJ _ Finish Grade ® F
6. MAJNL44E FITTING.
9 Al ii. V% 0 0A O
# 7• PVC.90 OEC. ELL s<T.._-...- _ _ -_ Gala -Valve -
4 per Plan Q
19 8- PVCPIPE ro SPRINKLERS. Son.
Soh. 80 PVC
c - Nipple
12 9. CHRISTY I.D. TAG INSTALL 807H WIRES E PVC Female m a l e w
11) I! =7 II THRU HOLE- 1N TAC. _
m Adapter V
8- 6 7 B -� PVC Maln•ttiino l0. WIRE CONNECTORS PER SPECIFICATIONS:. Q
e Q
11. SECURE WIRES TO RISER Y47H BLACK �
J ELECTRICAL -TAPE. 2 x 4 Redwood Y
Block 112' lona, Z
12. 24- EXPANSION CURL WRAP CONTROL : 2 req'di
5 AND COUMON _WIRES ARCVND 1- PIPE.
- poop °, o o SHEET
0
-- o QO � �O l7 pie °Z ° 12' CrDe ped ROCk.
L
o .0 0
L=• IIDL l0 ]ICY i,I
MAR ?'7 20
4 .
t
f
i
C=
co
1
IRRIGATION LEGEND
/ >ym. Manufacturer Model No.Description :ett t..3
a Rainbird 1806-8-Q 6" pop-up shrub spray (25 psi, 9'R, Qtr, .36 gpm) AIIIIIIIIIIII, a t<
/ 9 Rainbird 1806 -8 -Van 6" pop-up shrub spray (25 psi, 9'R, varies, .3-1.8 gpm)
/ ® Rainbird 1806-8-H 6" pop-up shrub spray (25 psi, 9'R, Half, .72U ca
gpm)
O Rainbird PA -8s -8Q Fixed riser shrub spray (25 psi, 91R, Qtr, .36 gpm) 0 1--
% U Rainbird PA -8s -8H Fixed riser shrub spray (25 psi, 9'R, Half, .72 gpm)
/ M Rainbird 1806-10-Q 6" pop-up shrub spray (25 psi, 9'R, .Qtr., 36 gpm)
® Rainbird 1806 -10 -Van 6" pop-up shrub spray (25 psi, 9'R, varies, .3-1.8 gpm) LL- 6aa
/ Rainbird 1806-10-H 6" pop-up shrub spray (25 psi, 9'R, Half, .72 gpm) JVd
V Rainbird PA-8s-lOQ Fixed riser shrub spray (25 psi, 9'R, Qtr, .36 gpm)
j p Rainbird PA-8s-IOVan Fixed riser shrub spray (25 psi, 9'R, varies, .3-1.8 gpm) C.3 U.
V Rainbird PA-8s-IOH Fixed riser shrub spray (25 psi, 9'R, Half, .72 gpm) -Ice C%4 N
Rainbird 1806-15EST 6" pop-up shrub/turf spray (25 psi, 4'xl4'R, .61 gpm) c
® Rainbird 1806-158ST 6" pop-up shrub/turf spray (25 psi, 4'x28'R, 1.1 gpm)
O Rainbird PA-8s-15EST Fixed riser shrub spray (25 psi, 4'x 14'R,.61 gpm)
@ Rainbird PA -8s-15 SST Fixed riser shrub spray (25 psi, 4'x28'R, 1.1 gpm) o
Rainbird 1804-15-Q 4» pop-up turf spray (25 psi, 15'R, Qtr., .82 gpm) < � z
Rainbird 1804 -I5 -Van 4" pop-up turf spray (25 psi, 15'R, varies, .82-3.0 gpm) a
0 Rainbird 1804-15-H 4" pop-up turf spray (25 psi, 15'R, Half, 1.65 gpm)
rr
Q Rainbird 1804-15-F 4" pop-up turf spray (25 psi, 15'R, Full, 3.30 gpm)44 o
P4 0 Z
® Rainbird 1804-1404 4" pop-up bubbler (20 psi, Full, 1.0 gpm) N_
3/4" Water Meter by Developer. Assume min. 50 psi for system design. 0 a
0 Irrigation Point of Connection at Domestic Line. Z
Nibco T-113 Brass gate valve. Line size. Install in 8" round box V
® Irritrol 311A Series Plastic electric anti -siphon valve. Install per local codes.
Rainbird 44 LRC Brass quick coupler valve. Install in shrub beds only in rd. box. ® N
Irritrol Total Control Wall mount outdoor controller -24 station. Developer shall �' a
provide 110-120 vac electric source to this location. Ix,,
Hunter Rain Click Rain Sensor. Install per manufacturer's recommendations. w
®+�■� ®_.��_�«�. SCH 40 PVC sleeve for Mainline pavement crossing. Size 2X pipe. Bury Min. 24" deep. o
SCH 40 PVC sleeve wire pavement crossing. Bury within mainline trench.
SCH 40 PVC pressure mainline, bury min. 18" deep. Size noted on plan.
Class 200 PVC non -pressure lateral line, bury min. 12" deep,
a
0
Valve Station Number
O U
G.P.M. o
Valve Size rn Ei
IRRIGATION NOTES:
1. Contractor shall -install all irrigation equipment per local codes and ordinances. {P', C\2 : 4 w
2. Contractor shall inform Landscape Architect of any field water pressure/meter discrepancies. I--4 00 D
3. Contractor shall stop all low head drainage by installing check valves in risers of heads as necessary. - H 0
4. Contractor shall eliminate excess over -spray onto buildings and pavement by installing R.B. PCS screens. �+
5. This design is diagrammatic for clarity purposes. Install all equipment in landscape areas out. �o m
6. Install all anti -siphon and quick coupler valves in shrub beds. Hide valves from public viewing areas/walkways. U E C �E, o
7. Install pop-up heads next to all walks, driveways and building entries. Typical. Ix <G U U z Lij
8. Install a pop-up bubbler head for each tree on site. Z' Q d a
QM Z
R� a
C\1 43 o
00M®
\d C4 Z
`a�CAvIEDLAN�RO a
APW<
Ld
Uj
CASE NO- / � v x 0 � �i
t?
DATE 0 Z
F
O
Q
i, II ISI I 'II O
Z
N
Q
HARDSCAPHO n
AGGREGATE BASE O
Waili Mount N
Controllor _ -- . y- v� .r v { �. �7:. �7 a_€ m B7A�RMAF[I,LLgp-5S£E SPECS.
C[ADRtP TION REOU RED Q
§.acute o m N
Cabino't II
to Wali with 2 NOFJ- i�7iETEERAL Uj
Suitable Ltt F'�TER
Fasteners ',�- 0
(Two Min.) Lv
Uj
--- - c.y SAND
Neto: nN rc. StZE� N MJSrAt.l. Z
N Electrical Work 2 _ l art Pte► V) a
Shall Conform = ADJA t t0 �'fZESSUR£ Z
to Local Codes =m �l= SUPPLY LINE O z
Finish Grade/ c G' G / PR ESSyRE�REMYlM1E W O
Floor Final Location of AL/ sTt DIAMETER _ Controller Shall E 5 U
E be Determined W
By Architect SUPPLY UNE
24 VAC 'Fj
120 v n c Service A o SLEEVES TO Of SCH 40 PVC. _���� �� \- �-
V/ I r I n t7 p o r Code F• k TEND ALL SLEEVES 24' BEYOND ECCE OF HA�S6AFY Fa � E`MBS� F
In PVC
Conduit CUMPAC f TftENCHE !N ARF�A S 70 SE PUN f � 11
BY 7NC4JROUCHLY CrPUG SACKFtLL )uTH �, J
WATER TO LEVEL CRAOE
0
� o
SL IE M N IG D EEL z
not to scute
0
CZ; o
Z v
rn
NOTE: ALLOW
C" THEN CCNAME )A I VALVES O N
CN THE SAME alANIFCt11. t. ELECTR;C ANTI -SYPHON -
_ - VALVE.
\ N >
INSTALL AS REGl11HED BY 2. CONTRCI.YrIRES, N
LOCAL COTJE-• - r��V"'
3- SC}I- 60 PVC "PPLfE. Round Plastic
Valve Box wlth N
Twist Lock Lid ",
-�- I .4. FINISH GRADE. - - O --
.
fur t: r, Z
1p
5. PVC SCH. 80 NIPPLE - I- MIN LENGTH. Shrub: 2' Above LLJ _ Finish Grade ® F
6. MAJNL44E FITTING.
9 Al ii. V% 0 0A O
# 7• PVC.90 OEC. ELL s<T.._-...- _ _ -_ Gala -Valve -
4 per Plan Q
19 8- PVCPIPE ro SPRINKLERS. Son.
Soh. 80 PVC
c - Nipple
12 9. CHRISTY I.D. TAG INSTALL 807H WIRES E PVC Female m a l e w
11) I! =7 II THRU HOLE- 1N TAC. _
m Adapter V
8- 6 7 B -� PVC Maln•ttiino l0. WIRE CONNECTORS PER SPECIFICATIONS:. Q
e Q
11. SECURE WIRES TO RISER Y47H BLACK �
J ELECTRICAL -TAPE. 2 x 4 Redwood Y
Block 112' lona, Z
12. 24- EXPANSION CURL WRAP CONTROL : 2 req'di
5 AND COUMON _WIRES ARCVND 1- PIPE.
- poop °, o o SHEET
0
-- o QO � �O l7 pie °Z ° 12' CrDe ped ROCk.
L
o .0 0
L=• IIDL l0 ]ICY i,I
MAR ?'7 20
CD
0
0
0
CEJ
LP
Q
0
M
0
ro
ro
t�
3
CU
CU
v
CL
U
.rJ
Q
0,
Q
N
r
cn
0
0
v
Q
H
�••� mss/ • 1•�1 • •
r •GROUND
/
r
- - ---
n� ai
� II _
! Z EIY rAED`A•000 WfAOERBOAAD OR A-t.r
1 II BY r LAWHATED BOAROS
r,I
SEASONAL. -COLOR NOTE:
Contractor shall include 30 flats of 4" color to be plclnted on project.
Selection and placement to be detemined by Landscape Architect.
NOTE=
UNTANGLE MATTED ROOTS
BY LOOSENING ALL ROOTS
• EDGE OF ROOTBALL
WITH WATER FROM HOSE
OONOT CRACK ROOTBALL.
DEPRESSED WATE
TREE a i s -a
i Sa! r Li N
BAGKFILL MIX PER SPEGS NOT
AGRIFORM PLANT TABLETS ff
10 PP,fY-fflfoam
AIX
2' BERM PER SPEGS WHO
COMPACTED BACKFILL MIX
PER SPEGS i�t,
WIDTH OF ROOTBALL
NOTE:
TREE TIES TO BE ONE
OF THE FOLLOWING:
A. CINCH TIES
(Nailed to lodgepole)
B-. GRO-STRAIGHT
(Corded rubber tree straps
nailed to stake w/1" roofing nail)
,-TREE TIE SEE NOTE
2"f/ LODGE POLE PINE
TREE STAKE
TREE TIE- SEE NOTE
DEPRESSED WATERING
BASIN
AGRIFORM PLANT
TABLETS PER SPEGS
GOMPAGTED BACKFILL
Mix PER SPEGS
\PLANT PIT TO BE ZX
WIDTH OF ROOTBALL
,EGEND
SIZE
BY T BY 15-REDWOCO STAKE
0. FT..
+-PLACE STAKES LIW. 5--U' O C. Af:O AT ENDS
OF BOARD$
-rYP. 2 : 7 RE01Y000
SOIL COMPACTED
STAKE
C/1
'EC)
LAMINATED REDWOOD BENOER BOARDS
ww
AS REQUIRED TO MAKE A SI.LCC:It CU.7YE
FILIZER
� I- BY A- BY I: SPLICE BLOCK AI JOINTS
/-
� z C'r a' HEADERBOARO
CTA)
15 GAL.
SEASONAL. -COLOR NOTE:
Contractor shall include 30 flats of 4" color to be plclnted on project.
Selection and placement to be detemined by Landscape Architect.
NOTE=
UNTANGLE MATTED ROOTS
BY LOOSENING ALL ROOTS
• EDGE OF ROOTBALL
WITH WATER FROM HOSE
OONOT CRACK ROOTBALL.
DEPRESSED WATE
TREE a i s -a
i Sa! r Li N
BAGKFILL MIX PER SPEGS NOT
AGRIFORM PLANT TABLETS ff
10 PP,fY-fflfoam
AIX
2' BERM PER SPEGS WHO
COMPACTED BACKFILL MIX
PER SPEGS i�t,
WIDTH OF ROOTBALL
NOTE:
TREE TIES TO BE ONE
OF THE FOLLOWING:
A. CINCH TIES
(Nailed to lodgepole)
B-. GRO-STRAIGHT
(Corded rubber tree straps
nailed to stake w/1" roofing nail)
,-TREE TIE SEE NOTE
2"f/ LODGE POLE PINE
TREE STAKE
TREE TIE- SEE NOTE
DEPRESSED WATERING
BASIN
AGRIFORM PLANT
TABLETS PER SPEGS
GOMPAGTED BACKFILL
Mix PER SPEGS
\PLANT PIT TO BE ZX
WIDTH OF ROOTBALL
,EGEND
SIZE
;K LAYER
FTWOR (0-2)
I-
ZATE THr=
36 /je; fjoX STD.
0. FT..
3b' BOx:
C/1
'EC)
15'X 15' B/B
ww
FILIZER
E
CTA)
15 GAL.
v1E'
15 GAL.
R'S D WF'
15 GAL.
1�
Cz
'ANS'
5 GAL.
LI.
1'
15 GAL.
dLIZED
15 GAL.
•
W
24" BOX
sN ANNE'
5 GAL.
15 GAL.
15 GAL.
15 GAL.
5 GAL.
00
?D'
15 GAL.
C14
15 GAL.
D MARATHON II
VEL CUT EDGE
;K LAYER
FTWOR (0-2)
I-
ZATE THr=
0. FT..
C/1
ww
FILIZER
E
zoo
dLIZED
OXED
s
0
00
t`
CQ
rn
U �V
U LO
� I
^� M v
U F
V
0.L�CVE,
Cq
, t c�
G=4
zr,a
�r
0
ALL PALM TREE HEIGHTS
5HALL BE DETERMINED A5
MEASURED FROM TOP OF
FIELD DUG ROOT GROWN
TO BASE OF FIRST FROUND z
�T M AT TRUNK. z
w
� r,P�
' r^)
\ r`
PREPARED BAG FCf- PER '
NOTES.
757. SAND
257 51TE SOIL_ z
4 • HIGH WATER RETENTION
BA51N FROM PLANT PIT O 0j
EXCAVATION. BASIN RIM N
SMAL'_ ALWAYS BE RAKED-
OUT PRIOR TO TURF INSTAL cD CN
LATION. AND OTHERWISE
AS DIRECTED BY THE t�' z Y
LANDSCAPE ARCHITECT. V Q m 0 < 2
TRFF RnnTRAI I CRnWN U) O a V
CPLANT HIGH IF REQUIRED
TO ALLOW FOR WATERING
AND 5ETTLING.)
PER 'PLANTING NOTES.
COMPACTED. UNAMENDED.
MEDIUM TEXTURED 501L-
12- DIA. X 6c- DEEP AUGER
HOLE FILLED WITH GRAVEL.
SHEET
OF �
U
z
a
U
a
F5
¢
Q
¢
Y
Q
0
0
0
CL
CL
V)
LU
Cr
X
W
w
t-
0
Q
0-
0 0
Lil
c�
s
v
w
V
0
0
w
Q
a
Ir
0
0
z
a
0
0
z
0
P
it
0
a-
0 0
z
vi
g
a
0
19
z
a
0
0
M
D
0
z
a
I--
0
0
0
F
C�
a
0
3
J
z
0
O
V
V)
CK
W
U
z
U
0
Ul
a
w
U
a
Q:
Y
z
a
Q
11
LIGHTING LE'GEND
Y UPL IGHT. HADCO # E3C4-Gx VERDE, (QTY(120 )
QUARTZ LAMP, (OR EQUAL )/
W/ # 53A PEFRNAPOST
(D PATH LIGHT. HADCO #R3 -G -s VERDE (QTY S)
�120 VOLT) -WATT)
Of� EQUAL)
POST. LIGHT. #ADCO 11 OLD WORLD, (QTY � )
YS2`1O2 VERDE 85,
(120 VOLT) (150 MATT H.P.S. ),
ON 10 FT. HIGH POLE.,
(OR EQUAL)
p
1
z
O
co
L�
C\2
CA
N `o
1
\2
C
NCO
U �
a C\2E
wiz
co
Cq ice, Q+
o� tj
cd
..
z a
CD
a�w
d
D
I
(n
z
O
V)
W
O
Z
w'
n
N
�
M
UL, �j
0
z �.
z
(n
i
cn
p
1
z
O
co
L�
C\2
CA
N `o
1
\2
C
NCO
U �
a C\2E
wiz
co
Cq ice, Q+
o� tj
cd
..
z a
CD
a�w
d
D
I
(n
z
O
V)
W
O
Z
0
n
N
�
M
O Y
z
M < w
rj
�, &
SHEET
L '01
OF 5
ci
z
V
Q
0
N
N
Q
Q
O
Q
Y
Z
a
a
w
0
z
0
V)
N
w
4
N
N
W
0-
X4
W
W
O
w
a`
0
U
O
d
Lu
U
z
Q
x
U
ui
W
U
0
x
a
Lu
sr
w
m
0
W
Q
N
Z
Q
J
a.
O
N
O
z
a
af
0
U)
w
0
z
0
0
CL
0
z
• ' "1
CAPITAL PACIFIC HOMES
4100 MAC ARTHUR BOULEVARD SUITE 200
NEWPORT BEACH, CALIFORNIA 92660
(949)622-8400 FAX (949)622-8404
LEGAL DESCRIPTION
LOT 1 OF TRACT 24890-4 AS RECORDED IN BOOK 218
PAGES 1-9 RECORDS OF RIVERSIDE COUNTY,
STATE OF CALIFORNIA
ASSESSOR 'S PARCEL NO.'S
769-600-51
v
BASIS OF BEARING
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
JEFFERSON ST. SHOWN AS N 00' 1247' W ON RECORD OF SURVEY
FILED IN BOOK 73, PAGE 83 OF RECORDS OF SURVEY RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA,
AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION
NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO
EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE
DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH
NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING
PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS
EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING
EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR
MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION
CENTER.
UNDERGROUND SERVICE ALERT
3030 SATURN STREET, SUITE 200
BREA, CA 92621
(800) 442-4133
UNDERGROUND UTILITIES
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK.
SCALE 1"=20'
CONSTRUCT 3" A.C. OVER V A.B.
LEGEND
TABLE
2a-
w
DEEPENED FOOTING
R
L
z
0
EXTRA DEPTH FOOTING
65'09'55"
5.00'
0
z
AIR CONDITION UNIT PAD
(B>
110'55'29"
X
3
PAD ELEVATION
7.26'
0
FL
50TH AVENUE
31.33'
W j
0
o
GARAGE FLOOR
w
a
co
0
ADAMS STREET �
FINISHED FLOOR
N
5.00'
FG
FINISHED GRADE
EA.
3
v
�
o
11
HP
HIGH POINT
WW
� w
�
BACK OF DRIVE
w
LU
m
GARDEN WALL
w
52 AVENUE
z
EXISTING WATER MAIN
a
EXISTING SEWER LATERAL TO
REMAIN
VICINITY MAP
PROPOSED SEWER LATERAL
NOT TO SCALE
�-
BE REMOVED
• ' "1
CAPITAL PACIFIC HOMES
4100 MAC ARTHUR BOULEVARD SUITE 200
NEWPORT BEACH, CALIFORNIA 92660
(949)622-8400 FAX (949)622-8404
LEGAL DESCRIPTION
LOT 1 OF TRACT 24890-4 AS RECORDED IN BOOK 218
PAGES 1-9 RECORDS OF RIVERSIDE COUNTY,
STATE OF CALIFORNIA
ASSESSOR 'S PARCEL NO.'S
769-600-51
v
BASIS OF BEARING
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
JEFFERSON ST. SHOWN AS N 00' 1247' W ON RECORD OF SURVEY
FILED IN BOOK 73, PAGE 83 OF RECORDS OF SURVEY RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA,
AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION
NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO
EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE
DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH
NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING
PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS
EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING
EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR
MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION
CENTER.
UNDERGROUND SERVICE ALERT
3030 SATURN STREET, SUITE 200
BREA, CA 92621
(800) 442-4133
UNDERGROUND UTILITIES
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK.
SCALE 1"=20'
CONSTRUCT 3" A.C. OVER V A.B.
LEGEND
TABLE
2a-
CONSTRUCT TYPE "D-1" CURB PER RIVERSIDE COUNTY STD. 203
DEEPENED FOOTING
R
L
ED
EXTRA DEPTH FOOTING
65'09'55"
5.00'
AC
AIR CONDITION UNIT PAD
(B>
110'55'29"
PD
PAD ELEVATION
7.26'
C
FL
FLOW LINE
31.33'
16.33'
GF
GARAGE FLOOR
19.00'
13.12'
FF
FINISHED FLOOR
90'00'00"
5.00'
FG
FINISHED GRADE
EA.
10
TC
TOP OF CURB
LF.
11
HP
HIGH POINT
EA.
BD
BACK OF DRIVE
GARDEN WALL
S
EXISTING SEWER MAIN
W
EXISTING WATER MAIN
EXISTING SEWER LATERAL TO
REMAIN
-
PROPOSED SEWER LATERAL
�- - - -- - -- - - - - -
EXISTING SEWER LATERAL TO
BE REMOVED
EXISTING AIR RELEASE VALVE
EXISTING FIRE HYDRANT
PROPOSED WATER SERVICE
-p
EXISTING WATER SERVICE TO
REMAIN
- - - - - - - - -{ i
EXISTING WATER SERVICE TO
BE REMOVED
EXISTING IRRIGATION SERVICE
• ' "1
CAPITAL PACIFIC HOMES
4100 MAC ARTHUR BOULEVARD SUITE 200
NEWPORT BEACH, CALIFORNIA 92660
(949)622-8400 FAX (949)622-8404
LEGAL DESCRIPTION
LOT 1 OF TRACT 24890-4 AS RECORDED IN BOOK 218
PAGES 1-9 RECORDS OF RIVERSIDE COUNTY,
STATE OF CALIFORNIA
ASSESSOR 'S PARCEL NO.'S
769-600-51
v
BASIS OF BEARING
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
JEFFERSON ST. SHOWN AS N 00' 1247' W ON RECORD OF SURVEY
FILED IN BOOK 73, PAGE 83 OF RECORDS OF SURVEY RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA,
AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION
NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO
EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE
DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH
NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING
PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS
EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING
EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR
MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION
CENTER.
UNDERGROUND SERVICE ALERT
3030 SATURN STREET, SUITE 200
BREA, CA 92621
(800) 442-4133
UNDERGROUND UTILITIES
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK.
SCALE 1"=20'
(D--
CONSTRUCT 3" A.C. OVER V A.B.
CURVE
TABLE
2a-
CONSTRUCT TYPE "D-1" CURB PER RIVERSIDE COUNTY STD. 203
0
R
L
T
A
65'09'55"
5.00'
5.69'
3.20'
(B>
110'55'29"
5.00'
9.68'
7.26'
C
39'5347"
45.00'
31.33'
16.33'
D
39'34'27"
19.00'
13.12'
6.84'
E
90'00'00"
5.00'
7.85'
5.00'
(D--
CONSTRUCT 3" A.C. OVER V A.B.
4,542
SF
2a-
CONSTRUCT TYPE "D-1" CURB PER RIVERSIDE COUNTY STD. 203
347
LF
3Q-
INSTALL HANDICAP SIGN AND BLUE PAINTED HANDICAP ACCESS STRIP.
1
EA.
4D-
CONSTRUCT 4" PCC SIDEWALK
1,028
SF.
L 5�-•
INSTALL 9'X18' PARKING STRIP AND CONCRETE WHEEL STOP.
8
EA.
CONSTRUCT DWY PER RIVERSIDE COUNTY
108
SF.
L /--
REMOVE EXISTING 6" CURB
29
LF.
8�-
CONSTRUCT AC RAMP PER DETAIL HEREON
2
EA.
INSTALL 4" NDS -11 AREA DRAIN
1
EA.
10
INSTALL 4" PVC SDR -35
130
LF.
11
CONSTRUCT CURB CORE
1
EA.
GRADING QUANTITIES
CUT 50 CY i
FILL 50 CY
PRIVATE ENGINEERING NOTE
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND CONSTRUCTION CONTRACTOR AGREES TO DEFEND,
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
DESIGNED BY: K.D. DRAWN BY: K.D. CHECKED BY: E.L.
APPROVED FOR PERMITTING:
TOM HARTUNG DATE
BUILDING AND SAFETY DIRECTOR
CITY OF LA QUINTA
PLANNING AND ZONING COMPLIANCE: CHECKED AND RECOMMENDED
FOR APPROVAL BY:
JERRY HERMAN DATE KURT M. SAXON DATE
COMMUNITY DEVELOPEMENT DIRECTOR R.C.E. 44180 EXP. DATE 06/30/01
CITY OF LA QUINTA SAXON ENGINEERING SERVICE
GENERAL NOTES
1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION GRADING NOTES
SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A
SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 1. IF THE CIVIL ENGINEER OR SOILS ENGINEER ARE CHANGED
2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO DURING THE COURSE OF WORK, ALL WORK SHALL BE STOPPED
ELEVATION SHOWN ON THIS PLAN, ON ANY SPECIFIC .LOT ON THE PLAN, ONLY IF, A VALID UNTIL A REPLACEMENT !.AGEMENT HAS AGREED TO ACCEPT THE RESPONSIBILITY
BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CERTIFICATION UPON COMPLETION OF THE WORK.
FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 2. ALL BRUSH, VEGETATION AND OTHER DELETERIOUS MATERIAL,
3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY SUCH AS RUBBISH SHALL BE COLLECTED, PILED AND REMOVED
DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. FROM THE SITE PRIOR TO PLACING FILL, LEAVING THE SITE FREE
AND CLEAR FROM OBJECTIONABLE MATERIAL.
4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY, ALL OFF -LOT CONSTRUCTION 3. ANY UNDERGROUND STRUCTURES SUCH AS CESSPOOLS, SEPTIC TANKS, WELLS OR
ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT
OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA PIPES NOT LOCATED PRIOR 70 GRADING ARE TO BE REMOVED OR TREATED IN A MANNER QUINTA PUBLIC WORKS DEPARTMENT. PRESCRIBED BY SOILS ENGINEER.
4. SOIL, ALLUVIUM, OR ROCK MATERIALS DETERMINED BY THE SOILS ENGINEER AS BEING
5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. UNSUITABLE FOR PLACEMENT IN COMPACTED FILLS SHALL BE REMOVED FROM THE SITE.
6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE THE SURFACE SHALL THEN BE PLOWED OR SCARIFIED TO A MINIMUM DEPTH OF 6
32.32 DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING INCHES UNTIL THE SURFACE IS FREE FROM UNEVEN FEATURES THAT WOULD TEND TO
TC j FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. PREVENT UNIFORM COMPACTION BY THE EQUIPMENT USED.
5. BUILDING AREAS SHOULD BE OVEREXCAVATED TO DEPTH OF AT LEAST FIVE (5) FEET
7. AFTER CLEARING PIAN GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE ;BUILDING BELOW THE BOTTOM OF THE FOOTINGS. THE EXPOSED SURFACE SHOULD BE SCARIFIED,
PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIER.. -TO A MOISTURE CONDITIONED AND RECOMPACTED TO AT LEAST NINETY (90) PERCENT OF
MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER MAXIMUM DENSITY. THE PREVIOUSLY REMOVED SOILS SHOULD BE REPLACED IN THIN
A.S.T.M. SPECIFICATIONS. LIFTS AT NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST (90) PERCENT
8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS OF MAXIMUM DENSITY. OVEREXCAVATION AND COMPACTION SHOULD BE VERIFIED BY TESTING.
NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT 6. MATERIALS FOR COMPACTED FILL SHALL CONSIST OF MATERIALS APPROVED BY THE
SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, SOILS ENGINEER. FILL SOILS SHALL BE FREE FROM ORGANIC VEGETATION MATTER AND
OR A LICENSED LAND SURVEYOR ONLY. OTHER UNSUITABLE SUBSTANCES.
9. ALL STREETS PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS 7. THE MATERIAL USED IN THE COMPACTING PROCESS SHALL BE EVENLY SPREAD,
DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE WATERED, PROCESSED AND COMPACTED IN THE LIFTS NOT TO EXCEED 6 INCHES IN
LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THICKNESS TO OBTAIN A UNIFORMLY DENSE LAYER.
THE BUILDING OFFICIAL OR CITY ENGINEER.
8. WHEN THE MOISTURE CONTENT IS BELOW THAT SPECIFIED BY THE SOILS ENGINEER,
10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS WATER SHALL BE ADDED BY THE CONTRACTOR UNTIL THE MOISTURE CONTENT IS NEAR
REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED BEFORE THIS PROJECT. OPTIMUM AS SPECIFIED.
11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE 9. WHEN THE MOISTURE CONTENT IS ABOVE THAT SPECIFIED BY THE SOILS ENGINEER THE
k- OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS MATERIAL SHALL BE AERATED BY BLADING, MIXING, OR OTHER METHODS SATISFACTORY
FOLLOWS: TO THE SOILS ENGINEER UNTIL THE MOISTURE CONTENT IS NEAR OPTIMUM AS SPECIFIED.
OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM
SATURDAY 8:00 AM TO 5:00 PM 10. WHERE FILLS ARE MADE ON HILLSIDES OR EXPOSED SLOPE AREAS, GREATER THAN
MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM TEN (10) PERCENT, HORIZONTAL BENCHES SHALL BE CUT INTO FIRM UNDISTURBED
SATURDAY 8:00 AM TO 5:00 PM NATURAL GROUND TO PROVIDE A HORIZONTAL BASE SO THAT EACH LAYER IS PLACED
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAYS. AND COMPACTED ON A HORIZONTAL PLANE. THE INITIAL BENCH AT THE TOE OF THE
FILL SHALL BE AT LEAST TEN(10) FEET IN WIDTH ON FIRM, UNDISTURBED NATURAL
GROUND AT THE ELEVATION OF THE TOE STAKE PLACED AT THE NATURAL ANGLE OF
REPOSE OR DESIGN SLOPE AND WIDTH AND FREQUENCY OF SUCCEEDING BENCHES
WILL VARY WITH THE SOIL CONDITIONS AND THE STEEPNESS OF SLOPE.
11. IF BURIED REMAINS ARE ENCOUNTERED DURING DEVELOPMENT, A QUALIFIED
ARCHAEOLOGIST SHALL BE CONTACTED IMMEDIATELY SO APPROPRIATE MITIGATION
MEASURES CAN BE TAKEN.
X 12. EARTH -MOVING AND WORKING OPERATIONS SHALL BE CONTROLLED TO PREVENT
WATER FROM RUNNING INTO EXCAVATED AREAS. EXCESS WATER SHALL BE PROMPTLY
REMOVED AND THE SITE KEPT DRY. FILL MATERIAL SHALL NOT BE PLACED, SPREAD
OR ROLLED DURING UNFAVORABLE WEATHER CONDITIONS. WHEN THE WORK IS
\`! INTERRUPTED BY HEAVY RAIN, - FILL OPERATIONS SHALL NOT BE RESUMED UNTIL FIELD
WEAKENED PLANE TESTS BY THE SOILS ENGINEER INDICATE THAT THE MOISTURE CONTENT AND DENSITY
JOINT AT 5' INTERVALS OF THE FILL ARE AS PREVIOUSLY SPECIFIED.
13. COMPACTION SHALL BE SHEEPSFOOT ROLLERS, VIBRATING SHEEPSFOOT ROLLERS,
►� MULTIPLE -WHEEL PNEUMATIC -TIRED ROLLERS OR OTHER TYPES OF ACCEPTABLE
(DRWY) COMPACTING ROLLERS. ROLLERS SHALL BE OF SUCH DESIGN THAT THEY WILL BE ABLE
TO COMPACT THE FILL TO THE SPECIFIED DENSITY. ROLLING SHALL BE ACCOMPLISHED
WHILE THE FILL MATERIAL IS WITHIN THE SPECIFIED MOISTURE CONTENT RANGE. ROLLING
OF EACH LAYER SHALL BE CONTINUOUS OVER ITS' ENTIRE AREA AND THE ROLLER SHALL
2' 112' MIN. 30' MAX. -- MAKE SUFFICIENT TRIPS TO INSURE THAT THE REQUIRED DENSITY HAS BEEN OBTAINED.
X 6" CURB & VrGUTTER 14. FILL AND BACKFILL SHOULD BE COMPACTED TO THE MINIMUM OF NINETY (90)
PERCENT OF MAXIMUM DRY DENSITY OBTAINED BY THE ASTM D 1557 TEST METHOD.
CONCRETE DRIVEWAY APPROACH 15. AUXILIARY STRUCTURES INCLUDING FREESTANDING OR RETAINING WALLS SHOULD
HAVE THE EXISTING SOILS 3' BENEATH THE BOTTOM OF THE FOOTING OF THE
STRUCTURE COMPACTED TO 90%. THE GRADING REQUIREMENTS APPLY TO THREE
(3) FEET BEYOND THE FACE OF WALLS.
4.5' 16. FIELD DENSITY TESTS WILL BE PERFORMED BY THE SOIL ENGINEER DURING GRADING
OPERATIONS. AT LEAST ONE (1) TEST SHALL BE MADE FOR EACH FIVE HUNDRED (500)
CUBIC YARDS OR FRACTION THEREOF PLACED WITH A MINIMUM OF TWO (2) TESTS PER
l�,o yam= LAYER IN ISOLATED AREAS. WHERE SHEEPSFOOT ROLLERS ARE USED, THE SOIL MAY BE
1/4" PER FT. MIN. (DRWY) DISTURBED TO A DEPTH OF SEVERAL INCHES. DENSITY TESTS SHALL BE TAKEN IN
COMPACTED MATERIAL BELOW THE DISTURBED SURFACE. WHEN THESE TESTS INDICATE
o - - - - - - - THAT THE DENSITY OF ANY LAYER OF FILL, OR PORTION THEREOF. IS BELOW THE
REQUIRED DENSITY, THIS PARTICULAR LAYER OR PORTION SHALL BE REWORKED UNTIL
THE REQUIRED DENSITY HAS BEEN OBTAINED.
SECTION X -X 17. THE METHODS FOR REMOVAL OF SUBSURFACE IRRIGATION AND UTILITY LINES WILL z
3..66 DEPEND ON THE DEPTH AND LOCATION OF THE LINE. ONE OF THE FOLLOWING
Fs METHODS MAY BE USED: 1) REMOVE THE PIPE AND COMPACT THE SOIL IN THE TRENCH
ACCORDING TO THE APPLICABLE PORTIONS OF THESE GRADING RECOMMENDATIONS, 2) THE
Jam. E PIPE SHALL BE CRUSHED IN THE TRENCH. THE TRENCH SHALL THEN BE FILLED AND +�
3X51 COMPACTED ACCORDING TO THE APPLICABLE PORTIONS OF THESE GRADING --�
FsTYPE "D -t" CURB PER SPECIFICATIONS, 3) CAP THE ENDS OF THE LINE WITH CONCRETE TO MITIGATE ENTRANCE {�
gyp, 2'�'o sti+i1 RIVERSIDE COUNTY STD. 203 OF WATER, THE LENGTH OF THE CAP SHALL NOT BE LESS THAN FIVE (5) FEET. THE
CONCRETE MIX SHALL HAVE A MINIMUM SHRINKAGE.
�� � jQ�•tG�i 2.0�
18. ABANDONED WATER WELLS ON THE SITE SHALL BE CAPPED ACCORDING TO THE stl.
Sa
_ DEP REQUIREMENTS OF THE APPROPRIATE REGULATORY AGENCY. THE STRENGTH OF THE
UN`Ty pEVE1�M CAP SHALL BE AT LEAST EQUAL TO THE ADJACENT SOILS. THE FINAL ELEVATION QF THE
CC - P OF THE WELL CASING MUST BE A MINIMUM OF THIRTY-SIX L36),_1NCHE, BELOW
,,ppPPFtO� �C pAZE� A JACENT GRADE PRIOR TO GRADING OR FILL OPERATIONS.: 5TR TL1�E "FpUti ?NS
SECTION A- AUy SHOULD NOT BE PLACED OVER THE CAPPED WELL. CJ 'f �I
IBIZ U - 2
CASE NO • �- � _� �-- `�'�-4 ` � ,,.,1-� � �
w u
C; -1 ; CL- Li"' � A
��s P'TI\/tlr T
PREPARED UNDER THE DIRECTION OF: IN THE CITY OF LA QUINTA, STATE 017 IFORNIA
�i'd� O O�N 5 UL it N G �.
HORSE DOKICH SCHULTZ '`�
79-799 Old Avenue 52 (760) 771-4013 PRECISE PLOT PLAN SHT. !
DATE: 12�14011 MDS La Quinta, CA 92253 FAX 771-4073 N
- -- - TRACT NO. 24890-4
PLANNING ENGINEERING OF SHTS.
SURVEYING
Ce'e-1 d � ����----. SALES TRAILER & PARKING LOT z
EDWARD J. LENIH EXP. DATE: 12/31/02 SCALE: 1" = 100' PD -103-3-70 FD. 1 1/4 O.D.LP. FILLED W/CONC. IN T �..
O.D. CONC. COLLAR ON. 0.6', 330' NORTH OF C.L, INT. OF (�
R.C.E. 052496 - WASHINGTON STREET & 52nd AVENUE & 6.2' SOUTH OF PP# 98927D. ELEV. 540.110
DATE: JAN. 2000 CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: CAPITAL PACIFIC HOMES W.O. No:
35944 j PG` PG -TRAIL 03-21-00
® DETAIL 'A'
/�pF ESS /pN9
No. 052496 rZi
�* Exp. 12-31-02
CIVIL �Q
9TF,
CAL � ,e
Gly'
\