MUP 2002-3521
r
"' "y of La Quinta
_''_'' L 3 2002
nmunity Developmn1'113r°Pi
195 Calle Tampico
�uinta, California 92253
)) 777-7125 FAX: (760) 777-1233
OFFICE USE ONLY
CaseNo.,"tUP 02_3!5'__Z-
Date
2-3!5'_ZDate Recvd. '? /Z 3 /0 2 -
Fee: Fee:
Related Apps.:
Logged in by: ��
ATION FOR MINOR USE PERMIT APPROVAL
MINOR USE PERMIT applications are reviewed and approved by the Community Development Director
pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring
the permit do not have an adverse impact on surrounding properties, residents, or businesses.
APPLICANT C `� G C D�t1 i2 JcT iD .cJ
(Print)
MAILING ADDRESS �� -� ��'�! 56cO4,ti� 4,� Phone No, 9B 9 — ?-F2-
CITY,
8Z
CITY, STATE, ZIP: "/o2_4 r ClYL /,9:::" 917P4- Fax No. 5?W " 920 —//&
PROPERTY OWNER (If different): Q y j9 tt re I,-) 1� 4jj)C H L. L • C -
(Print)
MAILING ADDRESS: U 4'&t4 L 4A -)L Phone No. Me — '77 7 —// Ott
CITY, STATE, ZIP: 44 dPV/,d)7_j4 C,4//C_ '2ZSS3 Fax No. -7<pD _777 —// 07
PROJECT LOCATION: C� LM 2 L? Cay�2 y C i O.rJ 4VV4f--
PROPOSED USE AND/OR CONSTRUCTION (Including operational information):
Cot) s % ,2 O G /O 7-'%4i L6— /2 --
Q (attach sheets if needed)
LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.):
A I8\Minor Use Permit
07:13 TEL 208 7721555 WILLIAM MORROW Z02
vurv�iKuuituV rliUG �
S EMISSION REOZ11RE!VNIS
Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff).
dive (5) sets of plans on -81/x" x 11" sheet or folded down to 8Y2" x 11".
O Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be
charged full fee, with remaining related appheati,ons discounted 50% for each, This discount does not apply
to Environmental Information form.
NAMME OF APPLICANT �7'I / C- J4 P4 E� z --
(Please
(Please Print)
xZE OF APPLICANT DATE
NARI M OF PROPERTY OWNER��-
.SIC?: .TURP. OF PROPERTY OWNS
T SMvT AS APPLICANT:
'SgratuPeprovides consentfor
proposed activity).
iib-e'•u� DATE
eparate written authority by owner to submit application may be provided)
N4OT'E: FALSE OR NIISLEADING INFORMATION GIVEN IN THIS APPLICATION SMALL BE
GROUNDS FOR DENYING APPLICATION.
AISVvVnor Use Permit
•
P.O. Box 1504
78-495 CALiE TAMPICO
Sh+�ln8 Brighter Thar, Eyer
LA Q U I N T A, CALIFORNIA 92253
July 30, 2002
Mr. Mike Reed
C&G Construction
965 North Second Avenue
Upland, California 91786
•
. (760) 777-7000
FAX (760) 777-7101
SUBJECT: MINOR USE PERMIT 2002-352, THE QUARRY RETREAT
Dear Mr. Reed:
This is to report that the Community Development Department has approved your
request to have a temporary construction trailer on Remington Drive, subject to the
following Conditions:
1. The trailer can remain on-site until July 30. 2003, unless an extension of time
is granted by this Department. A request for a time extension shall be made in
writing in June 2003. The Community Development Director may, after
reviewing the facts, extend the use of the office trailer for another six-month
period.
2. Use of the office trailer shall be limited to the hours of construction as listed in
the La Quinta Municipal Code (Chapter 6.08, Nuisances). A copy of this time
schedule can be obtained .at the Building and Safety Department.
3. A building permit is required for this application. Please apply to the Building
and Safety Department for a permit (760-777-7012).
4. Install one 2A10BC fire extinguisher inside the building by the exit door, and
provide a "Door to remain open during business hours" sign above the exit door.
5. No signs are permitted unless separately approved by this Department.
6. Mounted close to the front door shall be a written notice informing emergency
personnel of your 24-hour emergency phone number that they can call in case
problems arise that need your prompt attention (i.e., minimum 1 " high letters).
M U P352Quarry.wpd/g/greg 4
•
•
7. All requirements addressed in Section 9.60.210 (Construction and Guard
Offices) of the Municipal Code shall be met where applicable.
8. The City may elect to add Conditions to this application request to mitigate any
problems that arise not previously addressed herein.
The applicant and/or property owner agree to indemnify, defend and hold harmless the
City of La Quinta in the event of any legal claim or litigation arising out of the City's
approval of this application. The City of La Quinta shall have the right to select its
defense counsel in its sole discretion. The City shall promptly notify the
applicant/developer of any claim, action or proceeding and shall cooperate fully in the
defense.
To review information about the City, please log onto our Web site at www:la-
quinta.org. Should you have questions regarding this letter, please contact the
undersigned at 760-777-7067(Fax 760-777-1233) or gtrousde@la-quinta.org.
Sincerely,
JE HERM N
C . UV"DEVELOPMENT DIRECTOR
G IROUSDELL
e PI
Enc.
c: Quarry Ranch LLC
Community Development Director
Building and Safety Manager
Betty Sawyer, Executive Secretary
MUP352Quarrympd/g/greg
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THE BEARINGS HEREON ARE BASED UPON THE NORTH LINE OF
LOT "r AS SHOWN ON TRACT NO. 27728, M.B 249/1-13.
RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, SHOWN
AS NDY2013"W.
1 Gil C K:
#466 USER (29th ENGRS 1941 RIV. CO.)
AUSBR DISC SET 1N A CONC POST (NOT STAMPED) AT
THE S.W. CORNER OF MONROE ST. AND 58th AVE.
ELEV.= -64.955.
PREPARED UNDER THE SUPERVISION OF:
- 3 -2:X-909,
RCE NO. 46188 EX 12(31/02 DATE
KRIS R. SCHIJ
APPROVED BY: CITY OF LA QUINTA
' as'"�
NO. DATE INIT. APP'V'D DATE RCE NO. 4425 EXP 06/30/01 DATE
REVISIONS CHRIS A. VOGT, P.E. CITY ENGINEER
QRpF ESS/ py
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No. 46188 m
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Exp. 12/31 /02
ST�� OF ICA1.�F�\P
41-865 ITUMA X * SUR 101 * PAIN DESERT, CA * 92211
(760) 346-9844 * FAX (760) 346-9368
ff
TOM HARTUNG J DATE
BUILDING AND SAFETY DIRECTOR
AND ZONING C IPLIANCE:
DNEVELOPME DIRECTOR, LA QUINTA
CONSTRUCTION NOTES
1O CONSTRUCT MINIMUM PAVEMENT SECTION OF V AC PAVEMENT OVER
4-1/2" THICK CRUSHED AGGREGATE BASE PER CITY APPROVAL.
SEE GRADING NOTE 16,
Q CONSTRUCT 6" HIGH TYPE "D" PCC CONCRETE CURB PER RIVERSIDE
COUNTY STD 204. (GREENBOOK CONCRETE MIX 520-C-2500).
Q CONSTRUCT MODIFIED TYPE A-6 CURB AND GUTTER PER RIVERSIDE
COUNTY STD 200 AND DETAIL SHOWN ON SHEET 1. (GREENSOOK
CONCRETE MIX 520-C-2500)
(a)PAINT 4" SOLID WHITE LINE.
Q CONSTRUCT DRYWELL PER DETAILS ON SHEET 1.
Q CONSTRUCT CURB OPENING PER DETAIL ON SHEET 1.
7O CONSTRUCT 4` WIDE RIBBON GUTTER PER DETAIL SHEET 2.
d REMOVE REDWOOD HEADER
O REMOVE RIP RAP PAD
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FINISH SURFACE
2:1 MAX \
NO,
-Planning
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-Civil
Engineering
TANGENT
-Architecture
COMPANIES
-Landscape
Architecture
INC
-Land
Surveying
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PALM DESERT DIVISION
Management
41-865 ITUMA X * SUR 101 * PAIN DESERT, CA * 92211
(760) 346-9844 * FAX (760) 346-9368
ff
TOM HARTUNG J DATE
BUILDING AND SAFETY DIRECTOR
AND ZONING C IPLIANCE:
DNEVELOPME DIRECTOR, LA QUINTA
CONSTRUCTION NOTES
1O CONSTRUCT MINIMUM PAVEMENT SECTION OF V AC PAVEMENT OVER
4-1/2" THICK CRUSHED AGGREGATE BASE PER CITY APPROVAL.
SEE GRADING NOTE 16,
Q CONSTRUCT 6" HIGH TYPE "D" PCC CONCRETE CURB PER RIVERSIDE
COUNTY STD 204. (GREENBOOK CONCRETE MIX 520-C-2500).
Q CONSTRUCT MODIFIED TYPE A-6 CURB AND GUTTER PER RIVERSIDE
COUNTY STD 200 AND DETAIL SHOWN ON SHEET 1. (GREENSOOK
CONCRETE MIX 520-C-2500)
(a)PAINT 4" SOLID WHITE LINE.
Q CONSTRUCT DRYWELL PER DETAILS ON SHEET 1.
Q CONSTRUCT CURB OPENING PER DETAIL ON SHEET 1.
7O CONSTRUCT 4` WIDE RIBBON GUTTER PER DETAIL SHEET 2.
d REMOVE REDWOOD HEADER
O REMOVE RIP RAP PAD
.CURVE
N LIN
E
AND .. E DATA TABLE
FINISH SURFACE
2:1 MAX \
NO,
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RADIUS
I LENGTH
TANGENT
1
N00'20'13'V
---
36,122'
---
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D=69`10'21'
45,00'
54.33'
31.03'
3
D=158'29'14'
45,00'
124,48`
236.88'
4
D=33°32'49'
50.00'
29.28` 1
15.07'
5
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76,67'
---
6
N33'5343'E
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20.00`
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5,00'
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D=90'00'00'
3.00'
9
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---
17,00'
---
10
N56'06'17'V
---
40.00'
---
11
N33'53'43'E
---
17.00'
---
12
D=90'0000'
3,00'
4,71'
3,00'
(13>
N56'06'17'V
---
18.45'
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14
D=84.2548'
15.00'
2210'
13.61`
15
D=28'39'43'
45,00'
22,5P
1150'
16
N00'20`33'V
---
69.27'
---
17
D=90'00'00'
3.00'
1 4.71'
3.00'
18
N89`39'47'E
---
17.04'
---
N00#20'13'W
---
30.00'
---
0
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21
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4,11
3,00'
N00`2W13'V I
---
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---
48"
24" 24"
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CONTOUR LEGEND
PROPOSED V CONTOUR 26
PROPOSED 0.5' CONTOUR -26.5-
EXISTING V CONTOUR ---- -26 ----
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GRAPHIC SCALE
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( M FEET )
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MATERK�`._ I BOTR C S, ALL OONFOW,TO St 84�� ENTITLED PAINTEI) TRAFFIC
AND PAVWI K_ WNDARD SPECIFICATIONS.
ENT I�IARi 144Si7 AS 'SOttl0b W 'Vt
C A
U,
P",
V
�fj
Z
2,
�?tj
Z
A�7
—W
6
X N
�7-
V WASHED ROCK
3/W TO 3/
77; 77
R
V�
-w
r
In
d" �f,
A -WOVEN FILTER FABRIC PER
NON
�:2 EC. SHALL
SEC. 8a-103 Ck. STD. SP
OC, H Q C n, 13 EJUX C Kit TU 17 1,11 A 0 V
AND UNDISTURBED SOIL
-7,
AM M,_
`�J"t
,4
Zz,
,tk;
,p�z ....... . .. . ..... . 7--
K
M
THWORK
X
0,
6_,
'8�.',, �N
1164 CY
RAW ILL,-
-7 7
Cy
3-A QVT -6
7, 0 CY
8HRIN
K� 200
NY HM CY,
I - fi_
P
S
1�91 CY 139-7 CY
4
-Z'
P ;EL
5,z,
24 a DIAM. C-1, GRATE & FR - AME. ALHAM BRA
FOUNDRY A -120,0 -OR. APPRQVt0,E. -L
,QVA -
4� THICK CONG SET RIM TO G QE PRECAST RISERS.
DRYWELL DETAIL
N,T.S.
ii, wvlt�,�
-3�
P��`:" i
L CONSTRUCTION NOTES QUANTITY
T MM, "P, IM
-Af
y7z,'
-7
V
g
iW�
Ut CONSTRUCT MINIMUM PAVEMENT SECTION OF AC PAVEMENT OVER 12,094 SF
-K
,11i WWI,
_)(A% ENO
4-1/2" THICK CRUSHED AGGREGATE BASE PER CITY APPROVAL.
Pj� T
W— wt. Nk
ill RING, ANQ��
'F
,77 ]Q
SEE GRADING NOTE 16.
lli`15 M_-�qk'p
-7
Ow, A, fp I
®R D1 �1� T law
AR k 01. 11 —1- _K
CONSTRUCT 6' HIGH TYPE Y' PCC CONCRETE CURB PER RIVERSIDE 329 LF
0', y w a r JIM Rt
ALL tl -ANWO1 W_ :W -,O TED-,�'�'%-,�,_T COUNTY STD 204. (GREENBOOK CONCRETE MIX 520—C-2500).
`j
CONSTRUCT MODIFIED TYPE A-6 CURB AND GUTTER PER RIVERSIDE
_F
40
321 LF
tY, e
5,13 COUNTY STD 200 AND DETAIL SHOWN ON SHEET 1. (GREENBOOK
—C-2500)
CONCRETE MIX 520
01
2
C
P1E;,OF_,,, P
T�p A D-1 ,CWFOR__M
M
V
0.1_ F ,i
Q�) PAINT 4!' SOLID WHITE LINE. AS REWD
4111, k"',
7,
r -"CONSTRUCT DRYWELL PER DETAILS ON SHEET 1. 1 EA
`AWwEN,QN_M1,iV_W_M09 T,
-11, - , - I , .1 J.
S - .0 f"'I'�_-":. . 4
&)
'094,00 S
ISQRE WAKMA R
�7 V�
S1 GNI, N G N 0 TE
CONSTRUCT CURB OPENING PER DETAIL ON SHEET 1.
"M
4 6, - 4,
. ..... I EA
_WW".
-ANP):�-,
N , G 1, S,
"Ott, 'R �p
'S
0 a MQ, _S� W_ 7.
fC 1 "T _0 tw_
�JWAQ_Op :��W[114*1 @CONSTRUCT 4' WIDE RIBE30N GUTTER PER DETAIL SHEET 2. 29.3 LF
q-- Wft&`� --AN
WIOR C00 OU - TO' S &I
BE _Q
T 0 14 S
4 Pw,
K!� SIR C
R-WISE.-,SPE�tFl.
Nj[Mt� P IN- "S CERTIFICATE
MAN
RqAP REMOVE REDWOOD HEADER 32 LF
ED,
SOIL 14P�Q
ENT OEM
PA EMFNT� S 0, WE
41 k" A
5-"REI$MOLE--fjq�,�m-aT-l�"q(t�(A-fmi�At -,,QF, -1- ER j" Olk., SM 0- _EIR ANQ*�SIGNS,464TT4A .M
TP
WE.�HA,E-...RF-VIEWEP�'.THI,,-$' 'GRADING PLAN AND
FIND tl:TO--.'BE�IN-�"-L"S.Uf3-ST-ANTIAL CONFORMANCE
_JE SPE CATIO AN
"A DEROW, ij CL MMY'
'--ST -PLANS
3 CY
EANCEX RNNAJ',!'
OW ii0i'l- _914t0w 9_1�__ IALL�10,m , PLY, 0 RE R" "D: PLANS ANDl STANDARD @ REMOVE RIP RAP PAD
"i QF 16%,
iTR st BY
'A�( 0A
THE--'
At �ADV MATCH QlT.YttQWN CA INSPECTOR AT WITH, �OMwtN 4116NS OF OUR SOILS
"0
0
ED %w"CILS �1. MY
R!
D)�j 015-- TO., M E, ARRANOEMI -k� -"-' 'CITY'!M Itil iWAON REGARDING R 0 A 44'. 1 -
-OF 042, DATE[) 11/04/97.
M 5,06§ftdlilli Urlik It '0 AK REFORT�
FOUI BY
'AIL 04,
d Se 'ce Alert.�,� ---------
Undergroun M MIM970mi
w
THE BEARINGS HEREON ARE BASED UPON THE NORTH LINE OF
LOT "r AS SHOWN ON TRACT NO. 27728, M-8 249/1-13.
,all: T011 FREE RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, SHOWN
AS NOO`2O'1,TW.
1-800 BENCHMMK-
#466 USBR (29th ENGRS 1941 RIV. CO.)
422-4133 AUSBR DISC SET IN A CONC POST (NOT STAMPED)' AT
THE S.W. CORNER OF MONROE ST. AND 58th AVE.
ELEV.= —64.955. NO. DATE INIT.
PREPARED UNDER THE SUPERVISION OF:
4� X 4x&:e .2-zj-
RCE NO. 46188 EXP. 7'2/31/02 DATE
KRIS R. SCHULZE
APPROVED BY. CITY OF UVNINFA"
Vf I
,APP'V'D DATE RCr NO. 44250 1XP 06/30/01 DATE
REVISIONS CHRIS A. VOGT, RE CITY ENGINEER
FESS/
S
No. 46188 z
Q) rn
w li
1XI ZV
Exp. 12/31/02
OF CAL
4 H MAWAHUN
ij� JFW; NvA 4ws, QT j
MTR, - �',PLA ePRI,
C 01Y N ti
OF _51E CIL
S L-A E IEEPIN
DDEN AG 1
C&G (0" CUR13 FACE)
0' CURB FACE TO
SE t6i 14JOjHE PIR
u
6782 STA N ON AVE SUITE E
Er CURB FACE
-Lund
Surveying
?
ENA P
8U-Akk CA �_,90621
PAJLM DESERT DIVISION
T -'l
VIN G -��,,"NO T
6�
E E �W_ ENC
BF.,' IN PIX H
C C 0j,q '�Jtt W1 IT"_'TR
iLff
_U E�R
`,td_�� 't -.0
4"
A R,'� I4A_ lktp
P 101 #AVIN
-talb-14" ANQ R:
'14
Sl Pt� A 0 COA WITH Piz
5;, 1w REFLECTO , ED
ING
_M IN TO -TSi,
A
'OAT A thi
-T I�r� I S�jt I�r IV
E. F TO6 CITY 40 PY
I N0 ii TH $U Q FQ 0 1 E S
a R.09,N
CTION 3
MATERK�`._ I BOTR C S, ALL OONFOW,TO St 84�� ENTITLED PAINTEI) TRAFFIC
AND PAVWI K_ WNDARD SPECIFICATIONS.
ENT I�IARi 144Si7 AS 'SOttl0b W 'Vt
DATE
z,!
R jj6N
-S*T'A-TE'
-Al
FA UiRE --,A, L.,�1XCAVATION$,_-*.W1ihtk Ek;TIN lllkbWAYS, A
A� -RAISED PAVEM
6. ALL -TRAFF11D -STRIFIN Nor PAVEUW LEGFODS, AND ENT MARKERS THAT
(&_E� CLOSURES AND _Ogg A 0 _E N�Al AND
TH NTAOLS�;, FOR `_C
C OR." 'i f IJAC -�F T FFId RUC AND
RA ON -
ONIF -4 kA N
t �"'TRAFFICrAS A RESQLT�QF THE, NEWLY INSTALLED�'WORK S14M ON THIS
OR COW
PLAN S WEr G OR, GRINDING.
L 8E,REf D� BY
_0
WE NCt "k AN RF400 $W( 'BY
S 'M
MAI Y ITI ME�NT D
EE, ED N P
_HAL
7. DEBRIS FROM RWOVAL OPERA TION SHALL- BE CONTAINED WITHIN THE WORK, AREA -AND THE
COfff RQTEQT PERSONS ANQ� W
�[t4t TAKE IPPERTY
CTOR AL I, PkCAUTIQNS NECESSARY TO P
Ai
T �V INST
_HAL, , Co -, I _L R MORE
_R H LL LE WO
A C T No & q wr V6(t, OVE LA fw A D. IN T
_ - 2
'P 15,E )
-6
E RESULTING
I ERA DNS. TH , DEOR FROM THE, SANDBLASTING
A AC t.,Wb�LASTI 4 6P
04 -To:
_iE, �(
0 ��,Vhlfmlk '' $8CT -6;1Z �017 T� r, STANDAR D
ORR 64
L
A 'N 'RE FO_L
-IS
SWU RE REMOVED Ely illitCHANICAL SWEEPING OR HIGH
IMMEDIATELY -POWER VACUUM.
LEGEND
E .'A
�Kr T, 0 , 0,;,,(0 N' OTED'
IN 06 UPPERr QQURSfE 0 �AR-490
BE S
8, SCARRED PAVEMENT SURFACE RESULTING RA R SHALL EkED ITH
FROM REMOVAL OPE TIO S W
"WE C ltk, C�OURSE).-' 40
;OURSF�:`�(Lb* 13�_AR_ __ 00
7 ,
ASPHALT PAINT CONFORMING TO SECTION 263 -8 OF THE STANDARD SPECIFICATIONS. SCARKD
SHALL BE FU
AREAS RESULTING FROM WORK OR GRAP HIC LEGEND RE LLY COVERED WITH AN
EXISTING GRADES . . . . . . . .
. . . . . .
Uj, �L D I U THIC K, THE'� BASE, COURSE
to �� (S) SHALL CONTAIN THE
THEr WEARIN' HALL BE A 'F , , , 1., 1. ,
J ..CONCRET E THICK
-OF �HEOF E5 SEVEN
BALANCt -ft"REQUIRED, 'AS N Si (7) DAYS PRIOR TO THE
,
�
PAI r �AOVAL
ASPHALTIC WED 500ARE OR RECTANGULAR SHAPE T14AT COMPLETELY OBLITERATES T14E OLD
LEGEND FORM.
FINISHED SURFACE . . . . . . .
. . . . . . FS
OEME 0, n S. , R SHAL UBMff FOR CITY
GWAMEN OPERATIrO TI -It bONTRACTO 1 S
_ T 'H 'E
FLOVAJNE
FL
A CollliIpLl bEtIGN-� RNTIFYING T r Wk CHARACTERISTICS SUCH AS
IGNS, CONFORM TO SECTION 56-2. TTLED OROADSIVE SIGNS,* AS SPECIFIED
9, ALL S ENT
. . . . . . . . . . . . .
. . . . . .
-A VOIDS. I rr —VALUE FOR
AqGR Tj� 14 INERAL AGGREGATE (VMA), AIR VOIDS. AND S
IN. THE STATE STANDARD SPECIFICATIONS, SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM
GRADE BREAK . . . . . . . . . .
. . . . . . GB
6eq �,GRAIJUAT*Ns,
VARI 6 COWENTS FOR _EAC 'MIX
USING HIGH INTENSTIY'GRAPE SHEETING WITH 3M 1.1150 PROTECTIVE OVERLAY FILM OR AP PROVED
HIGH POINT . . . . . .
HP
Cn.
W-11 � r . 1, 1
1 1 . I TING
4. A TACK- COAT, SHALL 'BE APPUEQ TO EXIS PAVEMEll P.C.C. SURFACE$ AND THE A.C.
-rAcK
EQUAL ALL SIGNS S14AL BE MOUNTED WITH _ME0/VMDALPROOF FASTEIlIMS. CONTRACTOR
F THESE PLANS
SHALL INSTALL ROADWAY SIGNS AND POSTS PER THE SIGN AND POST SCHEDULE ON
. . . . . .
INVERT . . . . . . . . . . .
. . . . . .
. . . INV
V1.
I r � TRAFFIC R I COAT SHALL rBE SLOW SM. ING ANIONIC
BASE COUR5,E, F A5 QRIVt:N ON IT. THE
"
UNLESS OTHERWISE NOTED.
. . .
. . .
ASPHALT fYPE`SS 1W- C
E�MU4$117)t Or ONrORMING TO SECTION 203-3 OF THE STANDARD
LIMITS OF GRADING . . . . . . .
. . . . . . ..
SPECIFIC�Iil THE UQUID ASPHALT SHAU BE GRADE 60-70 AND APPUEY AT THE RATE OF 0.1
10, PER GOVERNMENT CODE SECTION 4216, IF THEWORK IS IN AN AREA WHICH IS KNOWN, OR
LOW POINT . . . . . . . . . . . . ...
. . . . LP
0 (SY)
REASONABLY SHOULD BE KNOWN, TO CONTAIN SU13SURFACE INSTALLATIONS, CONTRACTOR SHALL
5. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER
CONTACT UNDERGROUND SERVICE ALERT,(U,SA) AT 1 -800-422-033 AND OBTAIN AND INQUIRY
TOP OFCURB . . . . . . . . . .
. . . . . . TC
$ATICIFACTORY TO 'THE CITY ENGINEER. CONSTRUCtION OPERATIONS REQUIRED TO ACHIEVE A
IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY
FINISHED FLOOR . . . .
FF
SAFE, DURABL r E, AESTHE r T _ ICALLY PLEASING TRANSITION BETWEEN THE NEW, ANDEXISTING
WORK tPAI PENETRATES THE EXISTING SURFACE.
. . . . . .
PAD ELEVATION*
. . . . . .
IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING, Ml
]I. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO
. . . . . . . . .
. . . . . . PE
.(a
coLb PLANING, AS NEEDED.
AP PLICATION OF PERMANENT PAINT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS
TOP OF WALL . . . . . . . . . .
. . . . . . . TW
6. ALL MANHOLES AND VALVE E30X FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT
PRIOR TO LAYOUT.
TOP OF FOOTING . . . . .
. . . TF
INSTALLATION 15 COMPLETED.
12. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN PVC SLEEVES
. . .
EXISTING CONTOUR . . . . .
. . . .
— —26— —
7. THE CURB SHALL BE ETCHED OR STAMPED SHOWING THE UTILITY SERVICE LATERAL LOCATIONS AS
TO FACILITATE REPLACEMENT, WOOD POSTS SHALL HAVE 12� X I:? CONCRETE FILLED BLOCKOUTS
. .
. . . . . .
S 3 n.
FOLLOWS: "Er FQF SEWER,"11' FOR GAS, AND "E7 FOR ELECTRICAL POWER.
AROUND THE POST.
PROPOSED CONTOUR . . . . . .
. . . . . . 26
d Se 'ce Alert.�,� ---------
Undergroun M MIM970mi
w
THE BEARINGS HEREON ARE BASED UPON THE NORTH LINE OF
LOT "r AS SHOWN ON TRACT NO. 27728, M-8 249/1-13.
,all: T011 FREE RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, SHOWN
AS NOO`2O'1,TW.
1-800 BENCHMMK-
#466 USBR (29th ENGRS 1941 RIV. CO.)
422-4133 AUSBR DISC SET IN A CONC POST (NOT STAMPED)' AT
THE S.W. CORNER OF MONROE ST. AND 58th AVE.
ELEV.= —64.955. NO. DATE INIT.
PREPARED UNDER THE SUPERVISION OF:
4� X 4x&:e .2-zj-
RCE NO. 46188 EXP. 7'2/31/02 DATE
KRIS R. SCHULZE
APPROVED BY. CITY OF UVNINFA"
Vf I
,APP'V'D DATE RCr NO. 44250 1XP 06/30/01 DATE
REVISIONS CHRIS A. VOGT, RE CITY ENGINEER
FESS/
S
No. 46188 z
Q) rn
w li
1XI ZV
Exp. 12/31/02
OF CAL
4 H MAWAHUN
4 � f IJLFXL�i�iEU
4 H 1FAN511ION
6' CURB FACE TO
C&G (0" CUR13 FACE)
0' CURB FACE TO
0' CURB FACE
-Landscape
Architecture
Er CURB FACE
CURB & GUTTER CURB & GUM
6r CURB FACE Er CURB FACE
DEPRESSED CURB TRANSITION DETAIL
N. T. S.
32'
4Er DIAM. PRECAST
MANHOLE CONE
MCOMPACT BACKFILL TO 90% MIN.
AIMP-,11775-fi WITR TOP 12" COMPACTED TO 951
V PVC DOWN DRAIN
4� CONCRETE SLAB (POURED IN PLACE)
EXTEND V INTO UNDISTURBED SOIL
(CLASS 520-C-2500: CONCRETE)
48r PRECAST PERFORATED CONCRETE RING
3/8" TO 3/40 WASHED ROCK ON
UNDISTURBED SOIL A MINIMUM 120 THICK
NOTE: ALL JOINTS ABOVE THE LEACHING AREA SHALL BE
MORTAR SEALED INSIDE AND OUT.
TYPE A-6 CURB PER
RIVERSIDE COUNTY STD
200, MODIFIED AS SHOWN.
3/5'R 6' - I -
6!'CF -S L
3/
12-1/Z 4
3 R 0 C
CURB & GUTTER DETAIL
N.T.S.
z z
0 0
0 V)
6�
w
LA QUINTA 1.1-
U_ 2
W
"D
'ACING
AVE 5
PGAWEST
LAKE CAHUILLA AVE 58
QUARRY
PROJECT/ AVE. 621.
LOCATION
CURB VICINITY MAP
N N. T. S.
TYPICAL PRIVATE INTERIOR STREET SECTION
41-865 BOARDWALK * SUITE 101 4 PALM DESERT, CA # 92211
(760) 346-984 # FAX (760) 346-9368
z
0
V)
-Planning
THE
-Civil
Engineering
-Architecture
Mill A '&VIES
KEIM COMPAR
-Landscape
Architecture
INC,
-Lund
Surveying
-Construction
PAJLM DESERT DIVISION
Management
41-865 BOARDWALK * SUITE 101 4 PALM DESERT, CA # 92211
(760) 346-984 # FAX (760) 346-9368
z
0
V)