03082PAVING NOTES
1. ALL UNDERGROUND FACILITES,, =I BE ,,, rr.
7ES7ED PRIOR TO BASE lE INSPEC77ON AND PA WNG, THE CON7RACTORi r THE
Cl TY ISSUED B Y THE RESPEC TI VE U 77L I TY PUR VE YOR INDICA 77NG THE SUBSURFA CE POR 77ON OF THEIR UNDERGROUND
FA CIL 17 7ES HA VE BEEN INS TA L L ED A NO , r /'
CLOSURES AND DETOURS SHALL BE POS70, DELINEA 70, LIGHTED' IN CONFORMANCE WTH THE CAL 7RANS' "MANUAL OF
7RAFFIC CON7ROLSFOR CONS7RUC770N AND MAIN7ENANCE WORK/ AND ANY ADD177ONAL REQUIREMENTSr
NECESSARY BY
J ASPHALT CONCRETE PA WNG, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WTH MIX
DESIGNS THAT CONFORM TO SEC77ON 20J -6.J2 OF 7HE STANDARD
BOOK)
(UPPER , , C2 -AR -4000
BASIC COURSECOURSES).a I ' ///'
4. THE WEARING COURSE SHALL BE A 0. 1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE
REQUIRED A SPHA L T CONCRE 7E THICKNESS. SE VEN (7) DA Y5 PRIOR TO COMMENCEMEN T OF PA WNG OPERA TONS, THE
CON77?ACTOR SHALL SUBMIT FOR CITY APPROVAL A COMPLETE PROPOSED MIX DESIGN )DEN77FnNG THE MIX
CHARAC7ERISTICS SUCH AS- AGGREGA7E GRADARONS,VOIDS,A- A _ VOIDS,
AND
FOR VARIOUS OIL CON7ENTS FOR EACH MIX.
5. A TACK COAT SHALL BE APPLIED TO EXIS77NG PAVEMENT, PCC. SURFACES AND THE A.C. BASE COURSE, IF 7RAFFIC
DRIVENHAS s
r ,
/ / r /.
ANIONIC/
LIQUID r ABE GRADE60-70 / APPLIED , T THE r, TE OF ' 1 GALISY
6 NEW IMPROVEMENTS THAT JOIN EXIS77NG IMPROVEMENTS SHALL OR MATCH IN A MANNER SA 77SFACTORY TO 774E CITY
ENGINEER. C0NS7RUC770N OPERA 77ONS REQUIRED TO ACHIEVE A SAVE, DURABLE, AESTHE77CALL Y PLEASING 77?ANS177ON
BETWEEN
AND
IMPROVEMENTS
r, /.. INCLUDE I REMOVAL,
, , r r.. CAPPING, r /
ANDIOR COLD PLANNING, AS NEEDED,
7 ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUS71-D TO FINAL GRADES AF7ER PAVEMENT INSTALLA 77ON IS
•
8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY.SER14CE LA7FRAL LOCA77ONS AS FOLLOWS.
/''SEWER, FOR I AND FOR ELEC7RICAL POWER.
,* -j
STANDARD1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICA 77ONS FOR PUBLIC WORKS CONS77?UC770N,
LA 7EST ED1770N, AND RIVERSIDE COUNTY STANDARD PLANS, LA TEST ED/770N, HEREAF7ER REFERRED TO AS THE
SPECIFICA 77ONS AND STANDARD PLANS, 07M�RWSE SPECIFIED.
PA
MA
A NO
LA 7EST r r • ,, STANDARDPLANS AND I,lrTIONS, TO AS THE
J PAVEMENT LEGENDS SHALL MATCH CITY-OWIVED S7ENCILS C411 CITY INSPECTOR AT (760) 777- 7075 TO MAKE
ARRANGEMENTS FOR RENTAL OF CITY S7ENCILS OR INFORMA 770N REGARDING MODEL NO,'S OF CITY S7FNCILS
4. RAISED CONFORM r / / • r STANDARD
TONS,SPECIFICA i PA VEMEN T MARKER ADHESI VE FOR PA VEMEN T MARKERSCONFORM / THE PRO r
MARKERSIN SEC77ON 95-2.04 OF THE ST47F STANDARD SPECIFICARONSEA1777LED RAPID SET EPDXY ADHESIVE FOR PAVEMENT
5. 7RAFFIC S77?IPES AND MARKERS SHALL BE APPLIED IN TWO(�) COATS, WTH REFLECTORIZED MA 7ERIAL IN BOTH COATS,
AND SHALL CONFORMI SEC77ON, PAIN7EDS77?IPES , PAVEMENT MARKINGS,r
IN THE STA 7E STANDARD ,,
6. ALL 7RAFFIC STRIPING / PAVEMENT / RAISEPAVEMENT CONFLICT OR CONFUSE
INSTALLED /- / ON THIS PLAN SHALLREMOVED B
SANDBLAS77NG OR GRINDING.
&EBRIS'fROM REMOVALUPEffA 7TON/ / r / PROPER ADJACEN7—t
SA NO BL A S 77NG OPERA TONS. THE DEBRIS RESUL 77NG FROM THE SA NDBL A S 77NG SHA L L BE IMMEDIA 7EL Y REMO VED B Y
MECHANICAL
I OR HIGH POVACUUM
8 SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERA77ONS SHALL BE SEALED W7H ASPHALT PAINT
01VFGffWG TO SECAGIV 2UJ-6 OF 7HE- STANDARD SPEaRCA 77ONS SCARRED AREA RESUL 771VG f ROM WORD OR GRAPHIC
LEGEND REMOVAL SHALL BE FULLY COVERED WTH AN ASPHALT PAIN70 SQUARE OR RECTANGLE SHAPE THAT
/ M' OBL17ERA7ES THE OLD LEGENDFORM.
9. ALL SIGNS SHALL CONFORM I /"ROADSIDE
' / : I &E SHEE 771 VG Iff TH JM
11150 PR07EC77VE OVERLAY FILM OR APPROVED EQUAL. ALL SIGNS SHALL BE MOUN7ED WTH THEIFTIVANDAL PROOF
FAS7ENERS CON7RACTOR SHALL INSTALL ROADWAY SIGNS AND POSTS PER THE SIGN AND POST SCHEDULE ON THESE
PLANS OTHERKfSE ,
tO PER' GOV�WkENT CODE SE-C7701V 42f6, IF ANY WORK IS )N` AN AREA WHICH IS kNOW OR REASIONABL Y SHOULD BE
KNOW, TO CONTAIN SUBSURFACE INSTALLA PONS, CON7RACTOR, SHALL CONTACT UNDERGROUND SERVICE ALERT (U.SA.)
A T 1-800-422-41JJ AND OBTAIN AN INQUIRY IDEN77FICA 77ON NUMBER A T LEAST TWO WORKING DA YS (48 HOURS)
PROPER TO COMMENCING ANY WORK THE PENE7RA 7ES THE EXISRAIG SURFACE
tr SWPWG LAYOUT SHALL BE APPff6I4ED gr 7HE CITY- E1V6YNEi-fi')NG` DEPARTMENT PiWOR TO APPLICA 770N- OF THE
PERMANENT R, ,NTACT THE CITY ENGINEERING DEPARTMENT / ' PRIOR TO LAYOUT
12 S7EEL SIGN POSTS INSTALLED IN CONCRE7E AREA SHALL BE INSTALLED IN PVC SLEEVES TO FACILITATf
REPLACEMENT; WOOD POSTS SHALL HAVE A 12" X 12" CONCRE7E FILLED BLOCK OUT AROUND POST
54 TH I A VENUE
� W W
AIRPOR T BL VD.
PROJECT-ANMASITE 58 TH I _
J VENUE
I P
NOT TO SCALE
i
N
I
UNDERGROUND U TILI TIES
ALL UNDERGROUND U77LI77ES OR STRUCTURES REPORTED BY THE OWNER OR
OTHERS AND THOSE SHOWN ON THE RECORDS ARE INDICTED WITH THEIR
APPROXIMA TE LOACTION AND EXTENT THE OWNER, BY ACCEPTING THESE PLANS
OR PRCEEDING WITH THE IMPROVEMENTS PURSUANT THERETO, AGREES' TO ASSUME
LIABLI TY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES REPORTED TO
THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE
CON TRAC TOR IS REQUIRED TAKE DUE PRECAUTIONARY MEASURES TO PRO TEC T THE
UTILITIES OR STRUCTURES SHOWN AND ANY OTHER MEASURES TO PROTECT THE
UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES
FOUND A T THE SI TE. I T SHALL BE CONTRACTORS RESPONSIBILI TY TO NOTIFY THE
OWNERS OF THE UTILITIES OR STUCTURES CONCERNED BEFORE START'NG WORK.
T Y
OF L A 0 LJIN TA
DI-ENrT
aye/ o �yy�
IL® TOLL FREE
may' AT _ >
BEf
PRI VA TE ENGINEERING NOTE
CONS 7RUC770N CONTRACTOR AGREES THA Ir IN ACCORDANCE WI TH GENERALL Y
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUC RON 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 CONRUC TION CON TRAC TOR FURTHER
AGREES TO DEFEND, INDEMNIFY AND ROLL? DESIGN PROFESSIONAL HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
T
PERFORMANCE OF WORK ON THIS PROJEC t, EXCEPTING LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL,
JU/iLE ® d = 1 UU
INDICA TES SHEET NUMBER REFERENCE
p
O
z
CONSTRUCT J" A.C 0 VER 4 1/2" CA, B.
194,267 SF 5 CONSTRUCT CURB TYPE D, PER SID. NO. 204
2
NOGE CURB PER DETAIL "H", SHEET 2
PROJECT-ANMASITE 58 TH I _
J VENUE
I P
NOT TO SCALE
i
N
I
UNDERGROUND U TILI TIES
ALL UNDERGROUND U77LI77ES OR STRUCTURES REPORTED BY THE OWNER OR
OTHERS AND THOSE SHOWN ON THE RECORDS ARE INDICTED WITH THEIR
APPROXIMA TE LOACTION AND EXTENT THE OWNER, BY ACCEPTING THESE PLANS
OR PRCEEDING WITH THE IMPROVEMENTS PURSUANT THERETO, AGREES' TO ASSUME
LIABLI TY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES REPORTED TO
THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE
CON TRAC TOR IS REQUIRED TAKE DUE PRECAUTIONARY MEASURES TO PRO TEC T THE
UTILITIES OR STRUCTURES SHOWN AND ANY OTHER MEASURES TO PROTECT THE
UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES
FOUND A T THE SI TE. I T SHALL BE CONTRACTORS RESPONSIBILI TY TO NOTIFY THE
OWNERS OF THE UTILITIES OR STUCTURES CONCERNED BEFORE START'NG WORK.
T Y
OF L A 0 LJIN TA
DI-ENrT
aye/ o �yy�
IL® TOLL FREE
may' AT _ >
BEf
PRI VA TE ENGINEERING NOTE
CONS 7RUC770N CONTRACTOR AGREES THA Ir IN ACCORDANCE WI TH GENERALL Y
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUC RON 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 CONRUC TION CON TRAC TOR FURTHER
AGREES TO DEFEND, INDEMNIFY AND ROLL? DESIGN PROFESSIONAL HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
T
PERFORMANCE OF WORK ON THIS PROJEC t, EXCEPTING LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL,
JU/iLE ® d = 1 UU
rr
REVISIONS
DESIGNED DRAWN BCHECKED
BASIS
BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUPY LINE'
OF PARCELS ACCORDING T/` PARCEL MAPt
NO.
8+
i I
WA 7ER, SEWER AND IRRIGA 170N.
COACHELLA VALLEY WATER D/5`7PICT
ELEC IC,
IMPERIAL IRRIGA TION DISPRiCT
TELEPHONE-
RIZON
GAS.°
E GAS COMPANY
M - r
1L AFTER CLEARING EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM Of " ON THE ENTIRE SITE OR AS
RECOMMENDED BY SOILS REPORT
12. MAXIMUM CUT AND FILL SLOPES = 2..1.
1J. PAD' SHALL E COMPACTED TOA MINIMUM OF 907 RELA TI VE DENSITY PER A. S T.M. SPECIFICA TIONS AND ABOVE
M EIV TIONED SOILS REPORT
14. MINIAIUMBUILDING PAD DRAINAGE SHALL BE 27*. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.1DEEP AND
C'0NS`77?UC7FD A MINIMUM OF 2'FROY THE TOP OF CUT OR FILL SLOPES MINIMUM. SLOPE OF SWALES SHALL BE 0.
15. ALL FILLS SHALL BE COMPAC7ED TOA MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DE7ERMINED B
UNIFORM BUIZ.DING CODE SEC 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE
DE'hrERMINED IN ACCORDANCE WTH THE UNY ORY BUILDING CODE SEC. 7002, OR EQUIVALENT, AS DE7ERMINED BY THE
C(TY ENGINEER.
APPROVED BY- CITY OF LA QUINTA
I►�,►..Yrr k l�
DATE 0
1 1
DIRECTION i
ffiiffi��
SCALE: - .rrVE ..r r
L, NEAR
WEST PROPERTY
DATE: 0912-4102
PROD FROM AERIAL SURVEY El.EV- 472.91
s
WNER DE VEL OPER
MADISe?N ESTA TESD LLC �
437 SOUTH HIGHWAY 101, SUITE 220 -
SOLANA BEACH, CALIFORNIA 92075
() 8,58-481-3400
(1) 858-481—J428
�N THE CITY OF •-
STREET IMPROVEMENT
TRACT NO.30834STONE CREEK RANCHr
TITLE SHEET
OF
r.
•': MADISON ESTATES LLC W. • N • SD0'.#1
i098•••\IP\ IPST0l.DWG 07109103
INDICA TES SHEET NUMBER REFERENCE
L�A82-QUALNTINES
1
CONSTRUCT J" A.C 0 VER 4 1/2" CA, B.
194,267 SF 5 CONSTRUCT CURB TYPE D, PER SID. NO. 204
2
NOGE CURB PER DETAIL "H", SHEET 2
4,472 SF 6 CONSTRUCT CROSS GUT7FR LA YOUT, PER S7Z7 NG 2—Ug
INSTALL 2" x 4" REDWOOD HEADER W,/2"
x 2" x 24
7 CONS7PUCT CURB ANSI TION, PER SID NO 211 MOD
REDWOOD STAKES 0 510" O.0
1, 441 LF
8 CONSTRUCT CUB TYPE A-6, PERS NO 201
rr
REVISIONS
DESIGNED DRAWN BCHECKED
BASIS
BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUPY LINE'
OF PARCELS ACCORDING T/` PARCEL MAPt
NO.
8+
i I
WA 7ER, SEWER AND IRRIGA 170N.
COACHELLA VALLEY WATER D/5`7PICT
ELEC IC,
IMPERIAL IRRIGA TION DISPRiCT
TELEPHONE-
RIZON
GAS.°
E GAS COMPANY
M - r
1L AFTER CLEARING EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM Of " ON THE ENTIRE SITE OR AS
RECOMMENDED BY SOILS REPORT
12. MAXIMUM CUT AND FILL SLOPES = 2..1.
1J. PAD' SHALL E COMPACTED TOA MINIMUM OF 907 RELA TI VE DENSITY PER A. S T.M. SPECIFICA TIONS AND ABOVE
M EIV TIONED SOILS REPORT
14. MINIAIUMBUILDING PAD DRAINAGE SHALL BE 27*. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.1DEEP AND
C'0NS`77?UC7FD A MINIMUM OF 2'FROY THE TOP OF CUT OR FILL SLOPES MINIMUM. SLOPE OF SWALES SHALL BE 0.
15. ALL FILLS SHALL BE COMPAC7ED TOA MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DE7ERMINED B
UNIFORM BUIZ.DING CODE SEC 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE
DE'hrERMINED IN ACCORDANCE WTH THE UNY ORY BUILDING CODE SEC. 7002, OR EQUIVALENT, AS DE7ERMINED BY THE
C(TY ENGINEER.
APPROVED BY- CITY OF LA QUINTA
I►�,►..Yrr k l�
DATE 0
1 1
DIRECTION i
ffiiffi��
SCALE: - .rrVE ..r r
L, NEAR
WEST PROPERTY
DATE: 0912-4102
PROD FROM AERIAL SURVEY El.EV- 472.91
s
WNER DE VEL OPER
MADISe?N ESTA TESD LLC �
437 SOUTH HIGHWAY 101, SUITE 220 -
SOLANA BEACH, CALIFORNIA 92075
() 8,58-481-3400
(1) 858-481—J428
�N THE CITY OF •-
STREET IMPROVEMENT
TRACT NO.30834STONE CREEK RANCHr
TITLE SHEET
OF
r.
•': MADISON ESTATES LLC W. • N • SD0'.#1
i098•••\IP\ IPST0l.DWG 07109103