1849NOTE:
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class I I I
DATE: 8/24/93 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Westward Ho & Duns Palms Road
La Quinta High School
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Construct Dirt Baan on
driving range adjacent to High School
DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED 4000 cy
APPROXIMATE TIME WHEN WORK WILL BEGIN 8/26/93
APPROXIMATE TIME OF COMPLETION 8/27/93
ESTIMATED CONSTRUCTION COST $ 8500.
1 f II b ' I d d b' b 11;;11,
Sketch (attach construction plans if appropriate)
SEE ATTACHED CONDITIONS
SEE ATTACHED SKETCH
(Including remova o a o structlon, materia s, an a rls, ac I Ing, com .?
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Ls—v
D
5)993By r
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or `court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and'`TI applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this woj�c.
Jacobson En
SonstructionPO Box
icant or Agent
Name of Applicant (7AL
ase print) [36sinessfddress Telephone No.
Dan Jacobson L -O Z
Name of Contracto and Job Foreman Business Address Telephone No.
650389
Contractor's License No.
3026 '
City Business License No.
Davis & Graber (Agent)
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
$ 255.00
10.00
$ 265.00
Receipt No.
Received by Date
Recorded by
1849
PERMIT VALIDATION
PERMIT NO. 1849
DATE APPROVED 8e/24/93 R
EXPIRATION DATE ' 31—q3
DATE I SU D 5 K q3
By
Administrative Authority
TELEPHONE: (619) 564-2246
6178I 'IDN a.tw t.a,d - sL(,:)r.}TPU0.3 IeT:)=•dS
° e !j U T I -t O
-1 J- A.4 T3 at44 ,:):} !}sow OLA -AaaUTbL,.3 4T3 a44 10 u0T}Ist_Ie_
a44 04 pt-te Aq pa4_>a-ttp Se aaq4ttu-tad ata:} Aq paw-tol tad aq lle4s
i{tort a41 �SL!oT4TPLAOD PIaI.J. I:I TI 04 .:) iS-4uawa-tTnba-t abeuFDTs
iS4Uawa-tlnba t A4ajes °sp iepux=4s A4TD 4aaw o4 aap-jo uT pa-kinba.j aq
{ -�Qf-i a44 Jo SUQT'4EDTj.tpQW •.o isleT-ta4e,.0 `::1-.t,Dr.4 IeL,.,,tltPpe Pl",DgS C.
"EE t'4 -22b (()i?8; I 4F 4 !aid aatn taS
put-,o-tb-tapu(1 }:)e1uoa 11e4s eel :}}tw-tad a44 '�bul'4ene::);:a oQ. _-3T-t,d •8
. •sawt�.
Ile q.e uatubeij. 4ITM pa'-tte4LATell) aq I I eqs aae} Orts Paned UO auei
Jane -t4 at.to 10 WnWI'_!TAW C-pa�}gtw-tad aq 40!! llvgs sa jnsoio 4aa_t4S 'G
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aq I1e4s 4I •Sp_tept.te4S Sue_tl te0 4r+tM aDuep-t,»ae t_tT PeUTe:}uteW
pue Pal ie:+sut aq lie, -Is I0 Al -LO» >TJ�" -kq PLO? SUBTS bu.T,-t tent a:3uenPH "4
"SeT 4 t I t aej Jo S4aa-14S A4TO -taI440 04 abewep Aue -!oj} P• to
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-sAepunS b,-,.TpnjZ)UT SAePti':)4 Iebai LAO pa-}TgT,4,:) t.d aq IIe4s
°w•df.,to.g o4 •w°e t-iti:8 Cep-tn4eS
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'w•doc):g o4 °,y°e r,):8 Cep-tn:}eS
',l-dc;E=S 0''u'e /%epT-t3-M--Pik-:)W :t -)E It add ,� SSI �.aq'���0
:Spot jad
awT4 b!ttraoil,,j a4-4 bur Wlp AJLAo pai.U-(,DI.•ad aq Ile,4s A:)Ludn»o uewn4
Po aitw J-Iet-f aLto uT44TM juawdTnba 10 aat.teua_IuTl?W pue uOT4e-tad0
•aDUC-LATPAO aSTOu leDol a44 43, TM AIdwo::) Ilet.aS _toq: )e t4LODO °b
•paJTnba t It Alquartba-tj a -tow pue Aep t4aea 10 pua atyq.
}e paueaia ATa4aid,.u,» aq Tlk-L4S f.at.al •,-I.eaID 4da;i aq llegs s}aa'.a.S •E
• 10-tQ.UQ.Z) UOTso.ta
pue _}snp SYlonuTjU,:)D 5UTptno-td fol 3lgTsu3:)dsa-t aq Iietys aa4-}tWja,d •Z
. °U0T;j:)n-t4SU„O s::i'':)(.1 :)Tlgti.d -t'�d Su,�t e=)tIt:)adS
p jepue4s a44 10 u014TPa 4sa4eI a44 Pue V4UTni3 e-1 4.,i Agt0 a4; .Aq
pang .Adde sueid aqj 44TM BDL.!ep.t,»>e UT Paiji-taS-tad aq llet4s Illd "T
:Ajdde
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U
--- 31 I S SHO -1 --- 6+781 " ON l I W'd3d--SlllO I 1 I ClN00 -ld I 03.3'; -
i' 11. All landscaping, irrigation, decorative. rock: etc. shall be
replaced to its original condition.
12. All work shall be coordinated with the City's contractor and
others working within the area as directed by and to the
satisfaction of the City Engineer.
13. When the wort: is within 500' of a signalized intersection, the
permittee shall notify Riverside County Signal Dept. at (714)
275-6894 or Caltrans Signal Dept. at' (619) 688-6845 as
appropriate a minimum of 48 hrs prior to starting work.
14. All backfill and subgrade soil shall be compacted to 90% relative
dry density, all backfill sail within the top 2' of finish
pavement surface shall be compacted t6 95% relative dry density,
all base material shall be compacted to 95% relative dry density.
15. The dirt berm shall be landscaped or hydroseeded within 30 days
after completing the berm.
a
\\
7bLi, ►J E p a M S
i r r i
Lp
74
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bre ' 1
Nth OS: '1L %) X5
Vol
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Vol
A
NOTE:
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lou, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
A� �►�, Subdivision Improvement Permit — Class 111
OAT Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION
1-4 i A N�c.l�scwbn
(Street address or Oescription of Location)
PURPOSE OF CONSTRUCTION L°I`4 22-L6 T n'Q T— fSG2,M
614 t72 t �/ 1 r� to 2 b 1-1 s: /i ► /J G i✓ r Id , 5
DESCRIPTION OF CONSTRUCTION SCI= A 3 n
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED •4000 c-'-"
APPROXIMATE TIME WHEN WORK WILL BEGIN s"24LS • Av.(.2 Co
Sketch (attach construction plans if appropriate)
cJ>�� ¢FT'r✓a Gt`i�a GoNt�171 /U l
APPROXIMATE TIME OF COMPLETION Vn-1 • Akx 'Ll
ESTIMATED CONSTRUCTION COST S �OSc� o
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and saw the City, its authoraed agents, officers. Mresernativas and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a Proxima a result of any work undegaken under the permit granted pursuant to this applimtion.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when wort will be staged.
Comply with all applicable City Ordinances. the terms and conditions of the permit and all aPPIk3de rules and regulations of the City of
La Quints and to pay for any additle" replacement necessary as the It f this wort.
LSignature of Applicant or 6tR )
�JP�or�s50�.I G�►-1�E(i lh( to �prlc,r�Mc-r CD P6 MO x ILALA r71=56%%1_ <fA3yo-o1�IH
Name of Applicant (please print) Business Address Telephone No.
T* t,l J A i✓o IS 5 SA r-1'
Name of Contractor and Job Foreman Business Address Telephone No.
(050 1�) 0_61
Contractor's License No.
-DA✓Is w 6a.,aC_-6ev 646E_c.l
_-- 412
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subeivision Improvement Permit — Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV See attached schedule
Inspection Fee $
Permit Fee (� p
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO. �8y%
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
TELEPHONE: (619) 564-2246
Administrative Authority
0 4 bora, Total -2
44 hoops 1112"
e446•�2
�LI"Chamfer
e 76 6" bend 7"
Into walls
3"Fillet
If 33/g
y1 __ h 9__ �
T 2'-113/g Mln
(showing small p
SECTION B-E
6" bot tom bend _
a
hoops 912*t
(See
Sec.B-B)
Tocol -3
"C"win vary with di Natant
5 Q -Match curb type
grales,curb types, box
thickness.
_
a T Ostlown
0 Type
width and wall
o Some slope
e466
0 Z; as gutter
e4 Tot t-2
(STEP INSERT)
(See Note 9 )
ort"t Steel step
m
• ._
I IC C per ( I ICT 1
e766 bend 7"
095___0220
17.
04610
Into wolls
1
3.45
0 360
BAR STEP
STEP -INSERT
3�Fill�ett
DETA1LS
1.03
(SEE NOTE 41
_
\2
le
(l
i 24 a 4rl i
or outside dlo.+
Il
Bottoms not reinforced
SECTION A -A
Grote I
Type 24
r
1i
I I am
It lV
1
}}
H• B'_I_lo
I•T 12-D IT!
TYPE G I
SECTION D -D
Match curb type
f I 2 -113-113/6—-I•T�I
err outside dia.+3"A
TYPE G4
Match curb type
Type A shown Some slope
orma!12LO os puller
hal_ gFt _--
Vac
depression
12:3 I:t
0
SECTION C -C
1
!Grole Yr
(s i De 24 II C
- '
N
1 I
i
t
ITL 2-O" ITS
Type E curb only
I -I -7" -Some elope
dll �as gul ter -
Fillet 8
O
-ITIS
SECTION F -F
it
Grate
Type 18 ^
I N
F
ITI 2'-0" ITI
TYPE G 6
Match curb type
Type 82 shown
1'-7" Some slope
2 as gutter
9
9 O
I` 1:1 io
12;3
m
ITI- 2'-0• ITI
SECTION E -E
r I ~
i
� A.., -
✓iu
�T � F
U2'-0" 4T•1
TYPE G5
7
I:I
AIT ERN_ATIVE
REINFORCED-BOTTUM
�m
T 3'•O"
Lj
or out aide Oio.13A
ALTERNATIVE
HALF ROUND BOTTOM
.unl ,..nr gar x't7�.
aor. ar•A a rmxa nwAm '"'s'
nrrltrvo vn r,uAsn
wu. r
Janu�r�"4, 1998 a, -
r•.
GENERAL NOTES
I. "tl"is thedillerence in elevalion between the outlet pipe
flow line and the normal guitar geode line undepressed.
2. Far"T"wall lhickness, see Table below.
3. Wall reinforcing not required when H• 8'or less and the
unsupported width or length • 7'or Iess.Walls exceeding these
limits shoo be reinforced with e4 ban d 18"A centers placed
lVclew loinside of box unless otherwise shown.
4. Slops -None required here'H•Is less then 30•. Whera•tl•
is 30• or more, Install sleys with lowest r ung 12' above
Ilia floor.& highest rung not more than 6'below top of
Inlet. The distance belwnen slaps shall nal exceed 12' d
shall be unllorm Ihrougleoul the length of Ills wall. Place
t1.P, in the wall without on opening. Slap Inser is may be
substituted for Ilea Bar Slaps. Slap Inserts shall comply
•Ilh Stale InAusll int Solely reyuh erenit.
5 Details shown apply to both metol and concrete pipe
6 Pipets) can be placed In any wall
7 Curb section Viollmalch udlucenl curb
8. Basin floors shall have wood leowal Ilnlsh ondu minimum
slope of 12:3 from all dire" lions toward oullel pipe.
9. Galvanizing -See Standard Specifications or Special
Provisions.
t0 Cos I -in-place or Precast a$I.rnallve is optional with
contractor. See Standard Speciftcolions.
II Sel inlet so that grate bars are parallel to direction of
principal surface flow. O
12. See"S Nndord Grote Details"D77-A 8077-8 Grate v
andFrome Details and Weights of Miscellaneous Iron W
and Steel
CONCRETE CUBIC -YARDS
I/2" P Steel 160 NSI)
H• Y-0"Io
-- Polypropylene
H• B'_I_lo
Plastic
Type
TYPICAL SECTION
3/4ssfeel elep,gaiv.
(STEP INSERT)
(See Note 9 )
ort"t Steel step
8C C nor It ICY l
I IC C per ( I ICT 1
G -I
095___0220
17.
(1)
_
O. 257
3.45
0 360
BAR STEP
STEP -INSERT
STEP
DETA1LS
1.03
(SEE NOTE 41
I:I
AIT ERN_ATIVE
REINFORCED-BOTTUM
�m
T 3'•O"
Lj
or out aide Oio.13A
ALTERNATIVE
HALF ROUND BOTTOM
.unl ,..nr gar x't7�.
aor. ar•A a rmxa nwAm '"'s'
nrrltrvo vn r,uAsn
wu. r
Janu�r�"4, 1998 a, -
r•.
GENERAL NOTES
I. "tl"is thedillerence in elevalion between the outlet pipe
flow line and the normal guitar geode line undepressed.
2. Far"T"wall lhickness, see Table below.
3. Wall reinforcing not required when H• 8'or less and the
unsupported width or length • 7'or Iess.Walls exceeding these
limits shoo be reinforced with e4 ban d 18"A centers placed
lVclew loinside of box unless otherwise shown.
4. Slops -None required here'H•Is less then 30•. Whera•tl•
is 30• or more, Install sleys with lowest r ung 12' above
Ilia floor.& highest rung not more than 6'below top of
Inlet. The distance belwnen slaps shall nal exceed 12' d
shall be unllorm Ihrougleoul the length of Ills wall. Place
t1.P, in the wall without on opening. Slap Inser is may be
substituted for Ilea Bar Slaps. Slap Inserts shall comply
•Ilh Stale InAusll int Solely reyuh erenit.
5 Details shown apply to both metol and concrete pipe
6 Pipets) can be placed In any wall
7 Curb section Viollmalch udlucenl curb
8. Basin floors shall have wood leowal Ilnlsh ondu minimum
slope of 12:3 from all dire" lions toward oullel pipe.
9. Galvanizing -See Standard Specifications or Special
Provisions.
t0 Cos I -in-place or Precast a$I.rnallve is optional with
contractor. See Standard Speciftcolions.
II Sel inlet so that grate bars are parallel to direction of
principal surface flow. O
12. See"S Nndord Grote Details"D77-A 8077-8 Grate v
andFrome Details and Weights of Miscellaneous Iron W
and Steel
CONCRETE CUBIC -YARDS
H• Y-0"Io
8'-O"j T•6"j,
H• B'_I_lo
20'-0"11! "
Type
11.3' O"
Ad ffionol
11.0' I"
Additional
8C C nor It ICY l
I IC C per ( I ICT 1
G -I
095___0220
(1)
_
O. 257
3.45
0 360
0 220
11)
_
( 11
G-3
1.03
4
_
(24"1
1
1.27
0.257
3.48
0.360
G-4
(18")
1.30
0.257
3.50
0.360
G-5
102
0.220_
(1)
11 11
G-6
1.04
0 220
(11
_
111
(I) Maximum allowable height 6'-0". Table based an Be
floor slob. No deductions are to be mode to these
quantities because of pipe openings, different floor
alternatives or different curb types.
61 7E OF CALIFORNIA
DEPARTMENT OF 741ANSPOR1AT10N
DRAINAGE INLETS
D73
.� � �
� L � j i
tp��-ProfessidnalService Industries, Inc. r Flz,,5"
-�,:... American Engineering Division A i r s Of x=_
3 .2; R X 61.
11
TESTED FOR:
DATE:
REPORT OF FIELD COMPACTION TESTS
PROJECT: 4JA W
TEST
RELAT
OUR REPORT NO.:
CURVE �
'� MdSTi1RE
DRY
COMP
RETEST
NOTh
NOTES:
PSA-100.2(ti)
►vt =111111111111111RULU, UM
o} Yvt � w. v 'i r
�• C C. ,:
DENSITIESSHOWN: Lbs. per dubletoot ""`1 MATERIAL ESUL PE�I�ICA IONS
WATER CONTENT: Per Cent of dry weght 2 UA61wrcc- 0. IRI RESULIS DOW IMPLY
PERCENT COMPACTION: Based on maximum 8: BW COURSE WITH SPECIFICATION
dry density obtained on sample Indicated by 4. SUBBASE C. TEST 18 AFTER RECOMPACTION
soli ID number y p 5, SOIL CEMENT
S. OTHER
a�N ., , �tf•
`\ •'� '� ,`.'3 �f � 511. $l
R,ys,.�p�,�•yu�,,l�l��l`�bbi�� , ��� �
42-240 Green Way, Suite C • Pelrri Desert,=CA 132280 Phony: 919/34i-119
A
TEST
RELAT
a�
_ •-
NOTES:
PSA-100.2(ti)
►vt =111111111111111RULU, UM
o} Yvt � w. v 'i r
�• C C. ,:
DENSITIESSHOWN: Lbs. per dubletoot ""`1 MATERIAL ESUL PE�I�ICA IONS
WATER CONTENT: Per Cent of dry weght 2 UA61wrcc- 0. IRI RESULIS DOW IMPLY
PERCENT COMPACTION: Based on maximum 8: BW COURSE WITH SPECIFICATION
dry density obtained on sample Indicated by 4. SUBBASE C. TEST 18 AFTER RECOMPACTION
soli ID number y p 5, SOIL CEMENT
S. OTHER
a�N ., , �tf•
`\ •'� '� ,`.'3 �f � 511. $l
R,ys,.�p�,�•yu�,,l�l��l`�bbi�� , ��� �
42-240 Green Way, Suite C • Pelrri Desert,=CA 132280 Phony: 919/34i-119
A
Professional Service Industries,. Inc.
�. . • r�� American Engineering Division
?s y S
�
REPORT OF FIELD COMPACTION TEST -7 G .
TESTED FOR: Dj 41-SL.7
DATE: [� Z '% - y 3
PROJECTy� 4.C,S.%ti /.4 " C'
OUR REPORT NO.: j ?
NOTES: DENSITIES SHOWN: Lbs. per cubic foot' fill MAIERI A 1T:8T A58OLTS
WATER CONTENT: Per Cent of dry wepht ZIi VAUMcc— V. 11:51 MtOUL.19 UMV1 tlpp�t�
PERCENT COMPACTION: Based on muhnum 9. BABE COURSE WITH 8PECI�ICATIONS
dry density obtained on sample Indicated by 4. SUBBASE C. TEST
18 AFTER RWOMPACTION
soli ID number 2 ci S. SOIL CEMENT
6, OTHER
Raobdtful
42-240 Green Way, Suite C • Palm Desert, CA 92260 • Phone: 619)341.8790
Elam
s
VIE
M�
NOTES: DENSITIES SHOWN: Lbs. per cubic foot' fill MAIERI A 1T:8T A58OLTS
WATER CONTENT: Per Cent of dry wepht ZIi VAUMcc— V. 11:51 MtOUL.19 UMV1 tlpp�t�
PERCENT COMPACTION: Based on muhnum 9. BABE COURSE WITH 8PECI�ICATIONS
dry density obtained on sample Indicated by 4. SUBBASE C. TEST
18 AFTER RWOMPACTION
soli ID number 2 ci S. SOIL CEMENT
6, OTHER
Raobdtful
42-240 Green Way, Suite C • Palm Desert, CA 92260 • Phone: 619)341.8790
Ej
1
•� ADKAN ENGINEERS,
CIVIL ENGINEERING, PLANNING, LAND SURVEYING "`' ,
r ..r: "► GRADE SHEET
• rt, yyyyy
££ .r
GRADE SHEET FOR Bago - ST .k1i✓S SHEET---- LOF .!'
DATE 8'Z3- 93 )OB NO 35 TRACT NO STREET w& -01%u Aweh. t-iU
GRADES FROM PLAN NO DATE_ REVISED TO FBI __.., PG_.,....:;
GRADES FOR STAKES ARE SET
Grades are given from top of stakes or nails in feet and hundredths of a foot. The term sewer grades refers to flow line of pipe:
Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used for construction. When using
grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the
same line must be used in common, (2) When a discrepancy is found, It must be reported to this office Immediately, otherwise this
office cannot be held responsible for any error in the grade of the finished work.
All grade sheets and stakes are void after 30 days. : -j".
B.M.Y,-
L3G N V -ei u. n I.. m $F" (, � •y Y;s.
ELEVATION
' rSTAKES Si:i' BY QN 1Z COMP. gY Q7 L CNKED.
gm- glul
6830 AIRPORT DRIVE • RIVERSIDE CALIFORNIA 92504 • 909/688-0241 • FAX 909/688-0599
FILL
NOTES
STATION
ELEV.
GRADE CUT FILL NOTES
STATION
ELEV.
CUT
rRA
f4 ilez:,
&7 Z
Col,
t7,U
e, t - 3j
6&. S
66 - 7
O►
59.7
8/4' �/Z l: i '
-!v-t5D
5. 3
5':5'
O. Z
70•5
Me 7? �// �` 1' I ,z' �� •.
31ty-u
l `is
6`/9
0.)
9•
5 .4
ZtuU
X03 (o66.7
1 '9
32 SSU
06 AlA 8 e
33 tvU
Z,5
o 2-5-
GR
:�;�.
474
, Z
�ti°.9 y /off 3 C2✓ sY
33 tS70
619
%2•0
O'- /
U
59`�
�—° ,. //�7 CZ:/ry
7 03.
0"Z
66,o
z') n, �;"A;
6830 AIRPORT DRIVE • RIVERSIDE CALIFORNIA 92504 • 909/688-0241 • FAX 909/688-0599
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A HIGH SCHOOL PLANS
CONSTRUCTION PER LA QUINTA ROAD ON
�
BY G.F.B. ASSOC. S C. 8 TRITT
IPO ARCHT.
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QUINTA13Y LA _
N
- H S PLANS.`
1 ,
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LA U
. Q INTA HIGH SCHOOL 44, o .
a..R:
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(SEE PLANS BY G.F.D. ASSOC. AND TRITTIPO ARCHTJ - 12 32'
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-GRADING NOTES:
r
a
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II THE CONTRACTOR SHALL IF HOURS PRIOR NOTIFY THE CITY BUILDING INSPECTOR 4 R OR TO ANY GRADING,
GRADING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 70 OF THE UNIFORM. BUILDING
R 8 HO - Q
I. ALL GRAD BRUSHING _ - O
SOILS REPORT PREPARED BY THE SOILS ENGINEER AN GEOLOGIST DESIGNATED BR HI GOR CLEARING AND EACH PHASE OF CONSTRUCTION AT 619 X64 2246, AND 48 HOURS d.
CODE, THE D G DE TED -
AND SUPERVISION AND THESE PLA
PRIOR TO REQUIRING INSPECTION. O
zo
AND UNDER THEIR DIRECTION A NS,
d'
O
W
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12.IF BURIED ARC _LOPMENT A U _
ARCHAEOLOGICAL OBJECTS QUALIFIED Z
ARE ENCOUNTERED DURING Vt+
ELETERIOUSM
RI DE
2. ALL BRUSH, VEGETATION AND OTHER D ATERIAL, SUCH AS RUBBISH SHALL BEXVII o
G
ARCHAEOLOGIST SHALL BE CONTACTED IMMEDIATELY FOR APPROPRIATE MITIGATION MEASURES .. Z)COLLECTED, PILED,` AND REMOVED FROM THE SITE PRIOR TO PLACING FILL LEAVING THE z
- � TO BE TAKEN. W i Q
SITE FREE AND CLEAR FROM OBJECTIONABLE MATERIAL.
J
13. ALL FILLS SHALL BE COMPACT DENSITY AS DET
Q
ED TO A MINIMUM OF 90 /o OF MAXIMUM ERMINED
ANY UNDERGROUND STRUCTURE SUCH AS CESSPOOLS SEPTIC T W S N U
3. � TANK ELLS OR PIPE NOT _ �
BY UNIFORM BUILDING CODE STANDARDNO. 70-1 OR EQUIVALENT APPROVED BY .THE CITY
T AS APFa rn
LOCATED PRIOR TO GRADING ARE TO BE REMOVED OR TREATED IN A MANNER PRESCRIBED
BY THE SOILS ENGINEER. •••
ENGINEER, FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING
CODE
N0. 70-2. OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER.
LEGEND
CK MATERIALS DETERMINED BY THE S01
4, SOIL ALLUVIUM, OR RO M LS ENGINEER AS BEING
_-_ � 14: LOCATION OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE S 1- ENGINEER AND SHALL
PLACEMENT IN COMPACTED FILLS SHALL BE REMOVED
UNSUITABLE FOR P FROM THE SITE,'
BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMEN TO PROVIDE REPRESENTATIVE
EXISTING ELEVATION W SCARIFIED T
(OO,p) ' T E THE SURFACE SHALL THEN BE PLOWED OR R IED TO A MINIMUM DEPTH OF 6 INCHES F
X TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL
UNTIL THE SURFACE IS FREE FROM UNEVEN FEATURES THAT WOULD TEND TO PREVENT a
EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE M. LINGS.
USED
ESA
UNIFORM COMPACTION BY THE EQUIPMENT
L -
CENTER INE
.5,MATERIALS FOR COMPACTED FILL SHALL CONSIST OF MATERIALSIA
LS APPROVED BY THE SOILS
15. T
HE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL
L CONTAIN
R/W RIGHT OF WAY ENGINEER. FILL SOILS SHALL BE FREE FROM ORGANICVEGETABLE MATTER AND OTHER THE TYPE OF FIELD TESTING PERFORMED, EACH TEST SHALL BE IDENTIFIED WITHTHE METHOD
OF OBTAINING THE IN-PLACE RING AND S
UNSUITABLE SUBSTANCES.
L E DENSITY, .WHETHER SAND CONE OR DRIVE HALL BE
SPRINKLER HEAD (PROTECT) )
NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION
SHALL BE PERFORMED
•
20 THE SOILS N S
ENGINEER AND ENGINEERING GEOLOGIST HALL EXERCISEE
TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USE BY THE FIELD TECHNICIAN.
SUFFICIENT EARTHWORK QUANTITY ESTIMATE
D
6,NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING SUPERVISORY
8 PERMITS CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS,
xx x PROPOSED NATION
PROPO E E THE CITY OF LA QUINTA MUNICIPAL COD
AS REQUIREDMBY T E.
SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW,
• 16 ALL R V
T A ELD WAYS MUST BE CLEANED DAILY OF ALL DIRT MUD AND DEBRIS DEPOSITED ON _
Y
THEM AS A RESULT 0 GR
FILL 4465 C. .
F AIG G
GRADING OPERATION. THE S
E TION. CLEANING H SATISFACTION IS TO T
E DONE
T.C.TOP OF CU - _
RB
SPECT THE PLACEM
21. MAXIMUM CUT AND FILL SLOPES - 2
7,THE SOILS ENGINEER SHALL IN ENT OF FILL DURING THE GRADING OF CITY NG PLACE VOLUME)
ENGINEER. (INP A E
SHALL FILL A WRITTEN REPORT UPON COMPLETION PROCESS AND H ON OF GRADING STATING
F.G. FINISHED GRADE
HIS OBSERVATION AS TO COMPLIANCE WITH THE SOILS REPORT. .
I 22 7
7. CONSTRUCTION OPERATION N HE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL AND MAINTENANCE OF EQUIPMENT WITHIN 0Nr_ HALF. MILE OF L DURING GRADING
U AND CONSTRUCTION T NS C P C W PLANS, S
HUMAN OCCJPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS TR TION 0 INSURE OML LIAN E WITH THE .LAN SPECIFICATIONS, AND
- C W
M PEf3 .
EXISTING e.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CIT O OCTOBER IST- APRIL 3 - CODE WITHIN HIS PURVIEW.
TING CONTOURS Y F 0TH. MONDAY FRIDAY 7,00 AM TO 5,00 PM
STANDARDSPECIFICATIONS F U
LA QUINTA AND THE FOR ELIC WORKS CONSTRUCTION SATURDAY
8.00 AM TO 5.00 PM
LF
_CE
650
.. FEN
v COUNTY sTAN CHAIN LINK
LATEST EDITION AND RIVERSIDEDARDS AND SPECIFICATIONS IN MAY 1ST SEPTEMBER -
.T ORDINANCE PT MBER 30TH ' MONDAY FRIDAY 6,00 AM TO 7,00 PM
23, ALL GRADED SURFACE PER THIS PLAN TO BE PLANTED UPON COMPLETION OF GRADING,
NO I LATEST EDITION.
PROPOSED SLOPE . 46 , SATURDAY ••WITH. BOTTOM 2 SLATTED..
8.00 AM 70 5,00 PM HYDROSTOLONIZED WITH BERMUDA, REFER TO PROVISIONS OF PLANS FOR EARTHWORK
AND OFFSITE IMPROVEMENTS LA QUINTA HIGH SCHOOL DESERT SANDS UNIFIED SCHOOL -
C W E DIDTRICT SHEET C -I EROSION CON PLAN FOR TURF AS PREPARED BY TRITT PO_
9,GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF 1 E N TROL R I
8. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY
C LATEST EDITION - AN ASSOCIATES
THE UNIFORM BUILDING ODE, L TE T ,AND SOILS REPORT NA. 90870 3 ONLY. D
N Y. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
P Y C H GEOTECHNICAL 11991 PREPARED B J H AL
DATED JAN. 2 , INC.., 55 E. COOLEY DR. UTILITIES TIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY LL RESPONSIBLE FOR ANY AND
STE. E. C 0 ON LT CA 92324 TELEPHONE 714-824-7211
ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS i FAILURE TO EXACTLY LOCATE AND
PRESERVE RE ERVE ANY AND ALL UNDERGROUND UTILITIES
T CONTRACTOR SHALL BE RESPONS19LE FOR PROVIDING A '
0. HE ONT DING N EFFECTIVE MEANS OF
DUST CONTROL WHICHSHALL INCLUDE PROVISIONS FOR ADEQUATEEQU
ATE WATERING DURING
(
' U
THE GRADING PROCESS AND PROVISION FOR CONTINUANCE OF DUST CONTROL
9 THE CONTRACTOR SHALL NOTDISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS .>
NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION REMOVAL D
AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS
. MO AL AN REPLACEMENT `
EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST
SHALL BE DONE BY A REGISTERED CIVIL ENGINEER (NEER WITH AN R.C.E. NUMBER BELOW 33,966,
CONTROL MEASURES R SU ES ARE NO LONGER NECESSARY
ORALICENCED LAND SURVEYOR ONLY,
.
U
L
Under round Service Alert
CONSTRUCTION CONTRACTOR AGREES THATIN ACCORDANCE WITH GENERALLY ACCEPTED <�
CONSTRUCTION RACTICES CONSTRUCTION CONTRACTOR WILL
P BE REQUIRED TO ASSUME SOLE `NATE
C= i
TOLLt
AND COMPLETE RESPONSIBILITY JOB SITE CONDITIONS DURING THE COURSE OF
, CALIFORNIANAUTHORI
RNIA COUNCIL ZEQ CHANGES & USES. THE ENGINEER PREPARING NG T THE CO --
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT HESE PLANS WILL NOT BE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUNENTS OR
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION.
1 8OO AND CONSTRUCTION CONTRACTOR U OF ��' E� ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE REMOVAL AND REPLACEMENT SHALL BE AT CONTRACTOR'S EXPENSE AND % G'
NORMAL WORKING HOURS, A FURTHER AGREES TO DEFEND,
'N 422-4133 INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, & LAND SJFIWYOM PREPARER OF : THESE PLANS. SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUNBER
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
BELOW 33,966 OR A LICENSED LAND SURVEYOR.
f
Ao
G DAYS BEFORE YOU DIG EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
PROFESSIONAL.
F
160E F PREPARED UNDER THE DIRECTION OF: BENCH MARK NO. PD -3-1-E ELEV. 92.067 DESIGNED BY APPROVED BY: DRAWING N0.
lc ti�
IN THE CITY OF LA QUINTA
y z V/S AQ LOCATION:
m I I.P. WITH COUNTY TAG 1963 IN HANDWELL AT
DRAWN BY GRADING PLAN
� / ENGINEERING •PLANNING •SURVEYING
N O. 25176 /�;e44"'
Co INTERSECTION OF MILES AVE. 8 ADAMS STREET
Cook Street Business Park LA QUINTA GOLF RANCH DRIVING RANGE EARTH BERM
1993 �' KARL T. BOETCHER, RCE 25176 EXP. DATE: 12/31/93 42-280 Beacon Hill, Suite D-3 SHEET i
DEC. 31, FRANK NO DS
NORTH SIDE OF WESTWARD HO DRIVE
Palm Desert, CA 92260 CHECKED
Q' . 61 - - KED BY CITY ENGINEER
� ( 9) 341.1599 Fax (619) 341 1592 OF
J' R.C.E. 32740 EXP. 6/30/94 WEST OF DUNE PALMS ROAD
q IV DATE. Z3 0 0,
N REVISION APPROVED .:DATE DATE G• i POR. S.E. 1/4 SEC. 18, T. 5 S., R. 7 E., S.S.M. I SHEETS