06-3990 (BLCK) PlansGENERAL RTES GRAD!Q NOTES -m the '
1. ALL WORK SHAD. BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING 11 U1
OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS
LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001,
REPORT, NO. 03-10-847,
OR LATEST EDITION.
DATED: OCTOBER 30, 2003
ALL REQUIRED LAB TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW.
PREPARED BY: EARTH SYSTEMS SOUTHWEST
2. IT SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER/OWNER OR CONTRACTOR TO
79811 B COUNTRY CLUB DRIVE
APPLY TO THE CITY OF LA QUINTA PUBUC WORKS DEPARTMENT FOR THE NECESSARY
BERMUDA DUNES, CA 92201
PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT
TELEPHONE NO. (760) 345-1588
ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS
PROJECT 109386-01
PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED.
UNES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
2. . THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE
3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO
SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO GNSURE COMPLIANCE
THE CAUFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT
WITH THE PLANS, SPECIFICATIONS. AND CODE WITHIN THEIR PURVIEW.
PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY.
THE DESIGN ENGINEER.
BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING,
3. THE DESIGN CML ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING
4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA
GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS,
OR OTHER GOVERNING AGENCIES.
SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS
4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE
(760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS.
PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY.
6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE
5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF.
WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT.
UTILITIES BEFORE COMENCING WORK. HE AGREES TO BE FULLY RESPONSBIL.E FOR ANY
PRIVATE ENGINEERING NOTE
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
PRESERVE ANY AND ALL UTILITIES.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER
7. THE CONTRACTOR SHALL BE RESPONBISBL.E FOR THE REMOVAL. REPLACEMENT OR
A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT.
RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS.
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES
RESULTING FROM .EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT
8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A
8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE
MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP
APPROVED 13Y THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS,
OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHAD. BE 0.50%.
TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER.
,MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S
ANY AND ALL LIABILITY, REAL OR ALLEGED,- IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING
9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT
9. THE CONTRACTOR SHAD_ NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS
OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION
NOTED ON THE PLANS. OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT
7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER.. FIELD DENSITY
SHALL BE DONE BY A REGISTERED CML ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966,
SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE
OR A LICENSED LAND SURVEYOR, ONLY.
SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER.
10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE
10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS Jr A.C.
OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS
OVER 4.5' CRUSHED A.B.. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED
FOLLOWS:
AFTER ROUGH GRADING TO DETERMINE EXACT SECTION .REQUIREMENTS. THE
OCTOBER 1ST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5:30 PM
CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION.
SATURDAY 8:00 AM TO 5:00 PM
11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET
MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM
SECTIONS AFTER SUBMITTAL OF 'R" VALUE TESTS FOR ROADYWAY SUBBASE.
SATURDAY 8:00 AM TO 5:00 PM
12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS.
ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH
HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF
11. ALL TRAVELED WAYS MUST BE CLEAND DAILY OF ALL DIRT, MUD AND DEBRIS
ALL FILL PALLED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL
EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE
DONE TO THE SATISFACTION OF THE CITY ENGINEER.
13. THE FINAL. COMPACTION REPORT AND APPROVAL FROM THE SOILS
12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN
ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST
SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY,
CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE
WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH
IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS.
TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO
13. CONTSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A
VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT.
TECHNICAN.
OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE WATER
14. ALL UNDERGROUND FACILIITES, WITH LATERALS, SHALL BE IN PLACE AND
RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION
INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT UMITED TO THE FOLLOWING:
PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTANT
SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE
POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED
15. THE FINAL UTILITY UNE BACKFILL REPORT FROM THE PROJECT SOIL
BY THE STATE WATER RESOURCES CONTROL BOARD.
ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS
SUITABLE FOR THE INTENDED USE.
14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY,
SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IM°ROVEMENTS
16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR
SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY
SEPARATE BUILDING PERMIT(S).
THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS
PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT
17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMNATION OF
PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT
STORMWATER INFILTRATION FACIUTIES DURING CONSTRUCTION OF SUBSEQUENT
LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN
IMQROVEMENTSBY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE
REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS.
OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR
SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE
15. THESE PLANS ARE VAUD FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM
TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE
DATE OF APPROVAL THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH
FACILITIES.
UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS,
TO AFFECT COMPLIANCE WITH ANY NEIN CITY STANDARDS, ORDINANCES, OR LAWS AND
18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL
REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH
MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR
AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE.
THIS PROJECT.
PAV tG NOTES
19. ALL BUILDING AND POOLS f SP AREAS SH -Ai l BE OVER EXCAVATED TO A
MINIMUM OF 3 FEET BELOW EXISTIN , GRADE OR A MINIMUM OF 2 FEET BELOW
(WHICHEVER IS IN ADDITION TO THE REMOVAL. OF
1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE
THE FOOTING LEVEL LOEB).
THE EXIMINQ STOCKPIL5 OF SOILS, THE QM EXCAVAMON_ SHOULD pm
IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE (MADE
FOR 5 FEEIVIBEYONDTHE F EXTERIORF TIN THE TT M 0F
INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT WRITTEN
THE SUB -EXCAVATION SHOULD BE SCARIFIED. MOISTURE CONDITIONED, AND
EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY PURVEYOR
RECOMPACTED TO AT LEAST 909E RELATIVE COMPACTION (&51M D 1557) FOR AN
INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES
9 DDITION& DEPTH OF 1 FOOT, ^ YdF+Ot�if" /t. 4ffxCA.VA Z`1_ 1/....
HAVE BEEN INSTALLED AND ACCEPTED.
. .
-
2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING
UNDERGROUND UTILITIES
ROADWAYS AND TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE
POSTED, DEUNEATED UGHTED IN CONFORMANCE WITH THE CALII?ANS
'MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK
ZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE
CITY ENGINEER. -
3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED
IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO
SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY
VERSION(GREEN BOOK), NOTED AS FOLLOWS:
WEARING COURSEUPPER COURSE): IIIA -C2 -AR -4000
BASE COURSE (LOWER COURSES): IIIB-83-AR-4000
THE WEARING COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSES)
SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE .
4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING
OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL A COMPLETE
PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS:
AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AER VOIDS, AND
S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX.TO
TIMELY APROVAL, THE IS M) TO
TO
�± �c
PRIVATE ENG NEER'S NOTICE TO CONTRACTOR
DESIGN MIX APPROVAL�CHECK STT (FORSUPPLIER
LA QUINTRE
REFER F082�0 ENSURE
ALL REQUIRED LAB TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES
5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES AND
ON THESE PLANS. WAS OBTAINED 13Y A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST
THE A.C.HOWN
C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON R. THE TACK COAT SHAM
BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS -11f CONFORMING TO
OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.
SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE UQU1D ASPHALT SHALL
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GAL/YD.
UNES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON
6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL OR MATCH IN
THESE DRAWINGS. THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY THE
SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS
A MANNER S INEERi1CALLY
LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF
REQUIRED ACHIEVE A SAFE, DURABLE, PLEASING TRANSITION
THE DESIGN ENGINEER.
BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING,
REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS NEEDED.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB
7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
AFTE=R PAVEMENT INSTA IATION IS COMPLETED.
OF ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND,
8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY
BE ETCHED
AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REALOR ALLEGED
OW
SERVICE LATERAL AS FOLLOWS:
E
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIIBIUTY
' FOR SEWER, mg'LO FOR GAS, AND FOR ELECTRICAL POWER.
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
UNDERGROUND UTILITIES
PRIVATE ENGINEERING NOTE
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT.
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES
RESULTING FROM .EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM
,MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S
ANY AND ALL LIABILITY, REAL OR ALLEGED,- IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING
MARK
UTILITIES OR
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL
DESIGNED BY:
CONCERNED BEFORE STARTING WORK.
2TA
IE 111 ME
L "
)
k
■ APPROVED FOR PERMITTING:
mia
DATE
B&H40TUNG
ING AND SAFETY DIRECTOR
CITY OF LA QUINTA
PLANNING AND ZONING COMPLIANCE:
U&S R. EVANS DAT
COMMUNITY DEVELOPEMENT DIRECTOR
CITY OF LA QUINTA
- TRACT
NO. 32070
_ . �ENUIi' S2..y/_ sa„a Ava�
AVENUE 52 GRAYTSORN WAY
UNBERGROUNDSHEET INDEX:
.__.---__.._. .__...... RET&N-TION BASIN... -
ti
_.._.- . ._ . :. .........._ ....;-- __...-_... __ ,L
STORM
-
- X1-
50 AVM 0100 =24
SHEET 1- OVER SHEET
SKEET 2 -PRECISE GRADIN v, DRAINAGE
,uwepollt Wm
3 2( 1 21� 26 AND PAVING PIANS
g
OPEN f` ' " ■ r1w _9 p
r r ' �'A� CB B5 2 I - 1 19 Q1 24 �" I zr r mm
JBFFERS011� S - 1 1.0 LEGEND Y
SAGE LANE �� 7 100=0. NOT TO SCALE
UNDERGROI�SA► ! i f - _.._ _.. _.. t , - - -- - - •- - P.U.E.
23
RETENTION BAS i ;' _ � . �- ` � I
,. .
PER STOW D N s ` SIDEWALK UNE
IYPROT�BId NT F S I -- -- 9 '. 12 e 1: i f 2s t
F' m u' l u? ® 64-1 CENTERLINE s .
_ SOILS ENGNEER CERTIFICATE
V 109 1 u® =0 7
1
' , I los L+ 10 11 �u 1 0=1 0 v ° 0100 ®1'.3 31 S S --- SEWER
-- - f
® � 17 I �� ® THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS
110 15 " ` RIGHT-OF-WAY
LOT __.._�-oT.__.. RECEIVED THIS PRECISE GRADING PLAN AND FOUND IT TO BE
t
112 16 IN SUBSTANTIAL COMPLIANCE WITH THE RECOMMENDATIONS
1 ioT L - 11>D _ W W WATER CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT BY
33 32`
EARTH SYSTEMS SOUTHWEST, PROJECT No. 09386-01, REPORT No.
PROPERTY UNE 03-10-847, DATED OCTOBER 30, 2003, AND UPDATE LETTER BY
1 10e 1u 113 137 ' _ - - - - - EARTH SYSTEMS SOUTHWEST, PROJECT No. 09386-01, REPORT No.
i 10:, I I C 3-2 35
-SLOPE SETBACK 05-• 10-838 , DATED OCTOBER 27. 2005
36
L '� I 84-3 C 4'
. 136 Q1®= °q i DRAINAGE FLOW
Q100=1.0 1 =0.9 .� �._..-..--..
Q10=0.9 104: ► ST
115 118 1 =1.3 I I Q100 114 3i i__--. '
i , 34
L - 135 140 I I �- A-------------�- BANK SLOPE Y CLUB DRIV Q�OFESS�p
EARTH SYSTEMS
JEFFERSON T I CA 922 Nq
OP 79811 B COIN
LOT "r I I i Lor _ _._, BERMUDA DUNES,
DESERT SPO N C 1 I - J !-�L«--+ ' ' " DRAINAGE DIRECTION (760) 345-1588
UNDERGROUN I i t - I ! �- b•t`•o`4 �,
I�111 102 101 117 134 I 141 42� y
RETENTION SIN I i ` - I ;T1s I c� CE38234 z
PER STORM_ C C 2 83-2 C 3+- 112 LOT NUMBER 1 m
IMPROVBMEN PL = I 1 , IFF=27.35 FINISH FLOOR ELEVATION w 03/31/O7
r 1 0=2.5 Q1 o0 0`6 �- CRAIG S. HILI_, CE 38234 s�.. L.j�L ��* DATE
jr I1Q10= .7 1100 I IWOO 0.7 120 133 L 142 I 41 L' I 40 ': PAD=26.85 PAD ELEVATION 9 O e^%AIt
A .t :IQ100
•1 09 ; 132
3 1 2" A.C. OVER 4 1 2" C.A.B.
/ / UTILITIES
22- 121 f� §
:' • ^T
6' P.C.C. WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651
1 , i 113 OVER 4 1 /2'° C.A.B.
I t k L-�--- 97 B 1-2 / 130. SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651
i46.1T j / GAS THE GAS COMPANY 1-800-427-2200
01 0.9u \ 129 fl rT-r�-r-r-r-r-tl EXTRA DEPTH (FOOTING)
E 1i Q10 0.4 I 1z3
I Q1 0.7 1 _ B2-1 ' TELEPHONE VERIZON
E 1-800-483-5000
I Q 0.9 / t ' SCREEN WALT TION DISTRICT1-800-303-7756
ELE 1C IMPERIAL IR
E CTR RIGA
CABLE N TIME WARNER 760-340-1312
j } I C B6- 125 C B 2 rx 1 g 143 , . t ROSEIIOOD AVE / RETAINING WALL
TENNIS CT
II - 1
Q1 4q.4J , 4100=1 01 �- - 1 I UNDERGROUND [25.00 PROPOSED ELEV. TR. 33220 O�%NER /DEVELOPER
I
.,RETENTION BASIN
L. PER STORM DRAIN 00 0000 ACCESSIBLE ROUTE JT HOMES,
--- _
i I CB B1-1 92\ �ti;. �,,�` 49 �4 ; IMPROVEMENT PLANS ��
i '8■ 1 4i► ® 79-700 AVENUE 50 (760) 564-6555
7 Q 10=1.0 0 50 La Quinta, CA 92253 FAX (760) 564-6505
JEFFERSON S ABBREVIATIONS
1 .3 89 91 R N
RosEThooD A � '�. � BASIS OF BEA G
i 11
t
UNDERGROUN ; �, 5 - l �X w, EAST
�,5. -: 51 f E
10
RETENTION B SIN i , s: - 85 ., o F, ti ` N NORTH THE BEARINGS SHOWN ARE BASED UPON THE CENTERUNE OF
PER STORM D N ! •� s%< ,, ° ® f : 02 p` k S SOUTH JEFFERSON STREET BEING NORTH 89'46'02 EAST, AS SHOWN
IMPROVEMENT PLAN i ; I 84 .V :' G W WEST BY PARCEL MAP NO. 8961 FILED IN BOOK 44, PAGES 67 AND 68
r AC ASPHALT CONCRETE OF PARCEL MAP BOOK, IN THE OFFICE OF THE COUNTY RECORDER,
BC BEGINNING OF CURVE RIVERSIDE COUNTY, CALIFORNIA.
JEFFERSON ST `� �81 ��o�e �® C&G CURB AND GUTTER
55,: C/L CENTERLINE LEGAL DESCRIPTION
HAWTHORN IC'T '
UNDERGROLWD ; ! I ; Q, o'"�, \DEPTH
� / o�' \ 1 y; " �E DIR DIRECTION PARCELS 1 AND 2 AS SHOWN BY PARCEL MAP 8961, ON FILE IN BOOK 44
RETENTION DASI1!� I; I ! P, o q,�o EA EACH PAGES 67 AND 68 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CAUFORNIA.
PER STORM!DRAT IpC END OF CURVE
IMP, 0VEME T 6662
77 �,.� r` .: y DEPTH (FOOTING)
.o ED EXTRA ESMT. EASEMENT ASSESSOR PARCEL NUMBERS
I�
P, �� 67`,;; EX EXISTING
i g T ®,®o63
w INV INVERT 772-410-021
68 : r ,� LAT LATERAL 772.-410-022
7670 ,, LF UNEAR FEET
EA EACH
NOTES:
�i 75 \ ' 72 69 y . MAX MAXIMUM THESE PLANS ARE TO BE USED IN CONJUNCTION WITH THE
' NO NUMBER
"LANDSCAPE CONSTRUCTION DOCUMENTS' PREPARED BY DTJI DESIGN".
NTS NOT TO SCALE
73r . PA PLANTING AREA
• i a ' r
PCC POINT OF COMPOUND CURVE SEE SHEET 2 FOR CONSTRUCTION NOTES AND QUANTITY ESTIMATES O0
r N
PCU PRECAST CONCRETE STRUCTURE
WALLS AND CONCRETE
(RETENTION BASIN) THE EXTERIOR FINISH OF THE PERIMETER co
E E CURVE
PRC POINT OF REV RS PAVING SHAD_ BE AS SPECIFIED ON THE
i *► ' - scALE t`ffi too' PROP PROPOSED "LANDSCAPE CONSTRUCTION DOCUMENTS". Z
PUE PUBUC UTIUTY EASEMENT
RW RIGHT-OF-WAY ORNAMENTAL FENCING SHALL BE CONSTRUCTED PER DETAILS AND
SW SIDEWALK SPECIFICATIONS AS SHOWN ON THE "LANDSCAPE CONSTRUCTION DOCUMENTS".
U
TYP TYPICALQ
FG FINISHED GRADE HORIZONTAL LAYOUT OF ALL SITE FEATURES SHALL BE PER
PE PAD ELEVATIONS SHEET LL -5 OF THE "LANDSCAPE CONSTRUCTION DOCUMENTS".
TC TOP OF CURB
PROJECT NOTES: APPRINED STOW DRAIN FF FINISH FLOOR THIS PROJECT SITE LIES WITHIN FEMA FLOOD ZONE X, PER COMMUNITY PANEL
�� W
■ DI TNTC aw PATY`1I RACIM wm At rI CI Aw i IAIC e.ee n mr-m AeA-7AA AAnr, D UAD DM/Ic TAI HATE'• AI I[,I IST 1 Q 1 QQ1
1. HOME OWNERS ASSOCIATION WILL MAINTAIN ALL LANDSCAPING, Vs. - PIAN SET No. 05151 FLG FLOW UNE OF GUTTER
STORM DRAINAGE AND RETENTION FACILITIES, INCLUDING AREA DRAINS. TRW TOP OF RETAINING WALL CITY Of LA QUINTA 0.
TS TOP OF SLOPE
2. MINIMUM SLOPE FOR AREA DRAIN PIPIS4G SHALL BE 0.50%D Z0"LI DESI1GNA4rION TSW TOP OF STEM WALL Pian Set No.
DRAWN BY:
FL00 Lm
ZONE X TF TOP OF FOOTING S.D.P. 2004- 799 Q7777 3
PREPARE UNDER THE DIRECTION OF: M 0 R S E 78-900 Avenue 47 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
�OFESS/p DATE: i/ �► Suite 208 m s
Q , _ La Quints, CA 92253 CODO TRACT No. 32070 1
D 0 K I C H SHT.
,��`'�' � �y�
STANLEY C. MOR P. DATE 97,30707
Voice: 760-771-4013 PRECISE GRADING, DRAINAGE �
� rn �' � k $ C H U L T Z FAX: 760-771-4073 (�
No. 20596 '^ m R.C.E. 20596 .. ' mdsla uinta®mdsconsultin .net AND PAVING PLAN FOR REL. OF SHTS.
a Exp. 9-30-07 APPROVED BY: Q A(�� }LLJ
* ® ®` PLANNERS ENGIsNEERS SURVEYORS BLDG,, POOL & TENNIS COIR co
�qlF C1V11- 4 \� DATE: Z` B E N C H M A R K: PD -103-3-70 FD. 1 1/4 O.D.I.P. FIM W/ CONC. IN 5 V 0
SCALE: SEE ABOVE O.D. CONC. COUAR DN. 0.6', 330' NORTH OF C.L. INT. OF PORTION OF N.W. 1 /4 SEC. 9, T.6S., RA., S.IB.B.&M. LU
APPR. I DATE IMOTHY NA&ON EXP. DATE 12/31706 WASHINGTON STREET do 52nd AVENUE do 6.2' SOUTH OF PPS! 98927D. ELEV. 540.110 W_
CHECKED BY: CITY ENG I R R.C.E. 45843 DATE: NOV., 2005 CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUK19ERS. ER:.RJT HOMES, LLC W.O. NO: Q.
FILE: I: \ 43910\ PG\ PG-CLUBH0USE 1 6-02-06
CONSTRUCTION NOTES AND QUANTITIES �
FF=27.0
1. INSTALL 4'-0" RETAINING WALL x 12" WIDE, WITH ATTACHED FENCE 16. EXISTING 18' H.D.P.E. STORM DRAIN PIPE, PROTECT IN PLACE. 25. INSTALL 6" THICK CONCRETE PAVEMENT ON 4" CAB. -1,660 S.F. � i � � � ?6 � i 0� _
* PER DETAIL 7, SHEET SD -1, "LANDSCAPE CONSTRUCTION DOCUMENTS". ' .� '\ f\' T' PRECISE GRADING REA 10
" 17. CORE EXISTING STORM DRAIN STRUCTURE 26. INSTALL 4' THICK CONCRETE PAVEMENT ON 4" CAB. , 401 S.F. NO. °5131
2. INSTALL 5'-0 RETAINING WALL x 16" WIDE, PER DETAIL 5, AND INSTALL 6" OR 8" P.V.C. CONNECTION. 9 EA. i' `, % \ " ' \ `„ 2 47 B _ 2Q 27.46 SHT 4 OF 10 27.46
SHEET SD -1, "LANDSCAPE CONSTRUCTION DOCUMENTS". 27. INSTALL 1 WATER SERVICE. 6 L.F. X \ j ,!� r? 15 2�Fs FS FS
18. INSTALL C MEDIAN CURB PER CITY OF LA OUINTA STID. 210- _ 14 L.F. �, X \` `' 7h ' '`
3. INSTALL TENNIS SEATING, TYPE A, PER DETAIL 3, 28, INSTALL 4' V.C.P. SEWER LATERAL -13 LF. / \ f - 'r`\ \ 26.9
(� . \:':
* SHEET SD -1, "LANDSCAPE CONSTRUCTION DOCUPdENTS". i9. INSTALL 6' WIDE x 4" THICK CONCRETE ACCESS RAMP 1 \ / . I , \, . " ¢ `� \" \ =2 7 T HP 46 4.00' 45
PER SECTION AS SHOWN ON THIS SHEET. 2 EA. 29. INSTALL 1' WATER SERVICE. 6 L.F. / .. ` �. ,'� � � '' ®: Ns . FF=27.50
4. INSTALL TENNIS SEATING, TYPE B, PER DETAIL 6,
%`�, ;/ ,`(2\6 0 �S\ h°i PAD=27.00 26.8 �6�G
* SHEET SO -1, 'LANDSCAPE CONSTRUCTION DOCUMENTS". 20. INSTALL 4" THICK CONCRETE PAVEMENT, 5'-0" SCORED PER 30. INSTALL 4' V.C.P. SEWER LATERAL _13 L.F. �X� Vit` '' { r. ;l T 1(�,` '�26.8 FL 26.9 26.9
SCORING LAYOUT AND SPECIFICATIONS AS SHOWN %k i < �l' , I
" " } .p x. . ,; 61& 3: . HP AHP HP ! 27.1
5. INSTALL 6 -0 (FREESTANDtNGO FIN WALL x 12" WIDE ON SHEET LL -5, LANDSCAPE CONSTRUCTION DOCUMENTS". _._1,159 S.F. 1- / rK ' ` t !,•,,may ,ri: 2 \
* PER DETAIL 1, SHEET SO -4, 'LANDSCAPE CONSTRUCTION DOCUMENTS". FG
21. INSTALL 4" THICK CONCRETE PAVEMENT, 10'-0" SCORED PER
6. INSTALL 5'-6" (FREESTANDING) ACCENT WALL x 24" WIDE, .SCORING LAYOUT AND SPECIFICATIONS AS SHOWN ON SHEET LL -5, N' x /� / :'� . '��' \,'" ` o °'5�
* PER DETAIL 2, SHEET SO -1, LANDSCAPE CONSTRUCTION DOCUMENTS". "LANSCAPE CONSTRUCTION DOCUMENTS'. 3,193 S.F. - x t ,/ `,. : '. al I 26 7
27 7
\ ,C _
7. INSTALL POOL ENTRY WALL WITH WATER FOUNTAIN; 22. INSTALL 18" WIDE CONCRETE ACCENT BAND, PER LAYOUT ,%<\ �' �' { �� f 3+ 2 .6Q 5 ' W 105. 1' HP
PER DETAIL 1, SHEET SO -1, AND DETAIL 5, AND SPECIFICATIONS ON SHEEP LL -5, ` '� / < F$ ` ` `• '
27:10
"LANDSCAPE CONSTRUCTION DOCUMENTS". "LANDSCAPE CONSTRUCTION DOCUMENTS". 133 S.F. t��� iX n % k x,, ' b: 5 ®• : , \ 27.00 27.00 �lg
27.10 6
8. INSTALL STONE STEPS, RISE AS INDICATED, '12" TREAD,
23. INSTALL TENNIS COURT PAVING PER DETAIL 8 SHEET SD 1 Q`O ` x /` h : `' FS 5 FS FS FS
Q °3 \ \ \ , ;�' �`L �' \ 27.00. 25 z
PER DETAIL 3 SHEET SO -1, * "LANDSCAPE CONSTRUCTION DOCUMENTS", OR PER
TENNIS COURT CONTRACTOR'S SPECIFICATIONS. �,� ' / \ ' 4 ` ` FS
"LANDSCAPE CONSTRUCTION N DOCUMENTS". _ 4fi S.F. / �`t� / /. �\l jr \ 1�/ D 2 \' SERVICE DRIVE / PEDESTkIAN' WAU�
- _�QQ �' / I w 3
'�/It'W.:4"Au aF-Les 3) �, �;' ; �" ,x ^ :6.: : � �
9. INSTALL PERIMETER FENCE, 5'-0" MINIMUM HEIGHT, 24. INSTALL 6" THICK "CONCRETE DRIVEWAY APPROACH" PER / / � \ ,� ' O\ ,9 3 •• : • � PA PA
PER DETAIL 2, SHEET SD -3, "LANDSCAPE CONSTRUCTION DOCUMENTS". CITY OF LA QUINTA STO. 221. 1 FA i { r /<` �` �, s ?� / POOL �?';� (-2690 2700 T 33.17 TW
,�. (28.51 TRW
10, INSTALL 4'-0" WIDE GATE, PER DETAIL3, SHEET SD -3, ,\X:{ '' ��" \'� EQUIP
27.80 \ FS
' .:. FS FS 3 N 21.17 TF c�
�c "LANDSCAPE CONSTRUCTION DOCUMENTS". O / R. f '/ \ phi 27.30 t,)O ...: 22 47 TF 2 2
/� P.A.
Y �'> '' • �\ /� ;it ro FS j . BLDG . �s`�� `L1� 10 i9 26, s7 FG » �a� 17 2 21.813 TF 22.9 '"
i �' i 9 x
IR
11. OMITTED / \ ; ` �.. S �� r 7-6 1 2
x .f�/',%�.: M . / \,<f 27.30 `' 1t 2 QP r RISERS :�,� '�0 33.17 TW
12. INSTALL 6" NDS, NO. 605 GRATE, INLET <r \ / 1X `. t�• r O j > 21 _ ..., - 28.51 TRW
WINDS N0. 101 SPEED -O BASIN. 9 EA \ �. /�, /}d • . /i< .c�1 x FS rte- z ?%B --- - _ -- _ _ ..- -- _ - - ._. - _... _ ..
t ' r 0ti ?`�o? 4 lyy F �5 ��,. S-0.0615, 26.50 TF
13. INSTALL 6' P.V.C. (SDR 35) STORM DRAIN . ' 3 F ?24j
\ , �\ � � /�• / ' % � •L/ � � � r. ' f � � ? �0•1,7J � 270 `bh 4 ��1� � ®
PIPE (0.5� MIN. SLOPE) UNLESS SHOWN ON PLAN. 180 L.F. / < f w� '� Q > J
i� `i< I `"' N. `�'L 6 P A 23.00 1 A`S i 7 3 ��0 `tib
14. INSTALL 8° P.V.C. (SDR 35) STORM DRAIN / \�r 1 0 '�F 9 t O i �1 FS _ ........ �L �i` �S`
PIPE (0.5% MIN. SLOPE) UNLESS SHOWN ON PLAN. 41 L.F. / \ ii ' i% 'j� ro I... i �'
A�'1
15. INSTALL "JENSEN PRECAST' MODEL NO. D1242448 DRAIN INLET, \�
WITH MODEL N0. SG24240IP PEDESTRIAN FRAME AND GRATE. -I EA. i `\"' \ ' < �, ��"J/ j \ `1 ! ! , o i j : -'' S=O' ry j 4. S=0.1.5 S"0y„1`" / O� QG (.... % t10� QO
y .' . y�, ;
,g0 o'' +5 _ i.. i �C� ,`O -- . __- - - ..._p4.__._...__.___.....-2� 4� .. ' '�E4
ITEM REQUIRES /, i ° I j`s0
-
21 - y I o 22.90 22.68 ,_ t L a_ 1
l /` ' 4 ^`r' ��:'' �' 27.301 '°�OQ`1 �' '�O Li MH RIM 'l2 9 MH RIM 9 MH ROM Z
SEPARATE PERMIT \, \ <. , f` c�
\ �., < ' / ' ` ; Q�� O / ~F� `L �0 roti
x'i� ,� , r , �a n, 15 ti C 2, CL
» y ..' ick �.. i j i o ¢� �
1 1/4! DIA., ��.,� ! r.2 iia l -. ; , ?j I cam!
STEEL HANDRAIL- �f �` .\ .::/��° y 9 I F 113 1 ®0 f 143 I � z
fi\ F�' r' \,� ' `L`� ,moo „°I 1 22.33 TF 1 9 L uJ z w
TREAD WIDTH \ ; i ,' 00 TRW 0.578 ACRES 22.00 TG C� a a
PLUS 1 12» MIN. '� �Y' /�. ;' t,`,` h `�' o i ,� •.9 27,p0 27. - _......_ _ ...... - 12
,01, x�. `� �- - I � � / `s8 � r FS � 28.50 7W 3 __._. _ ...0 �...O.F. LA-QUINTA QUIRITA 21.43 INV � � � �
g 1L TNG
i ` o `` ,i ! f & SAFETY DEPT. �! ��?°' C)
�` Q ; 1 POOL qi PPROV 3
BY SEPERATE PLAN f�
PAINT 2" WIDE /� '`. ��� /19 `� ��' 6 27.1 AND PERMIT PA 27.20 28.50 TW po;QvJ p�°c Qc, FOR CONST
Q ON W
EXIST. SIDEWALK CONTRASTING COLOR \, '�6' 0� �� c, 21 TOP COPING = 27.20 G. 1 g `� `� Q 14 -►
�� �� G �- n. . 0 0 S _-... 27.00 TRW oQ j �O U
STRIPES ON ALL STEPS \ ;, ; �`6+ �' ��6� o _ �\ 00 1FS- 22.33 TRW I ° EXISTING UNDERGROUND
� i RirIEK OL�BASII�I_.BEI-DNI_...
i 0 18 26 80 TG TENNIS COURT z
'f P11 CITY OF LA QUINTA
S BAR ® � ., �\ ��; �•`�;�,, \, o / - o. __. g ---t.-. / � 12 3 1
EACH NOSING ., -<� ' " h Y' r; 00 ._.._... _ ® _... _ ._....... _ .. ,
/ d• G r'i 267 131 _ .0,10 �- 12
w 11" MIN _ S > 7
�h , .
• ;�\ r �,✓� �`,�. �\ \ r F� r� ;� r� ,,>' �' Qe T��O X 99 17 Cd � �
y+ N
60" MAX 9
•� • r'`, �.. �. _ ._� � 6.071NV
DING A �;� '`� _ 0 q. 1 23.00 ,`�� 2 't0 F �? ? ` 2 s `l� 3317 TW
*_ j
I
18 1. p0 1.0% 1� r FS '�04�^� -�o ti4� - - - _-- - - ... 0.1$- 5% �s�i��
21 21 27:00
1Z. PA
5" THICK SLAB WITH \ ,� ��, ` \ ; F5 ®O - .. O 12 '1�' o
x• . , 6x6 10x10 WWF ON �`" '`�0 e;�' \��\ 21°0 p ,...___�• �G-4 12 SPA ��� 12 I 1 `---_..__.-- 23 R,ry• 2
6" COMPACTED FILL �'1 �� O \� O FS ti .. ??�i9p , p® 80 �F 3 PA
�0..� ,� _ 2694..... _... 0 6� r"t ? �� rc1, N1 1 '`�' �1
O y 2 i ; �; 13 6, / � o �C`� r- N
-F
6 �.._.. .... ti , r N
� _� ; . , r- • - - ??6 - j10c"
EXTERIOR STAIR DETAI.� 0 7
�\ 0 N f •- rc 27.00 ZF 2 84
r��' 0� ^�� \ 60 Oi. 027.10 oA{2 t ?.? FS TW ' �h p 30 f, 26.25 TG
/ S
N.T.S.• fi `� _ tib' ro .: '' w -r- 27.1 12
,i? ' 0 25.55 INV
1 i 1
O; FIS �0 �c' ,B
` ', S 27.60 ? ti
� j
Q
1-1/4! DIA. �.., . =, � ... ._.... ..... _ .. _. ' .- �T
FS
o, F 6 - -�-• ® 0 Rel til s 6'� j \� s ,� 89 �O 0 Osr
�{ 1
HANDRAIL & POSTS \ / Cr /� o F$ i '� `Q •- 4,i. r,;,. �( .� 8 Q' $ o b'
0'� i 1 ?4
:. ^o
9 O17
\ ,`�,��, N 0 �G +, �� F I I-` -... _• .;.0 - f ,:•U 10 26 U 89,' S.O6 •:�; `Z.
G 27 60 ' • - - TF
-
MIN. 2 0 ,
�•� \�J FS .. Q. �
v _. ,� 0 i 1 0 7.0 28.760 h 24:4 6
<. ` 12 tib 21 1 FS -' ' 2'� $ O2 0' FS FS O OgOq 0 FS (p 'u� S=(0.1742)
f;:ri 27.4
,< \2�� Fc EATIO t 27.6 _
R EC R N r_ 27.86 °
x �,
•� pJ
•- \\ / \ \ /x; .\, ,.�,' '/{ ` f` R, �i, �0 /, p^ _... t r� ` s ' ®�!0 i • .. _.,. �� A��O
\� X" \ •K :<' `� �.' BLDG F QP 26.94
.\< �\` � %, x \' \ � � 2x.60 ' "�` .. F 1 �� \� � N�
to
E '� `9' c� d� rn d •�i� �st
INSTALL POSTS WHEN 10 27.6 tvLl
C c'yo�' °p >�N ph `�� PA
IS ABOVE K' ,� F' \\ti\ ��Q1 h 27.80 `....---F� ^ t,� caw `� cv �� �.
5 O.C. / rt NC- 27 7 ? N ta, 27.1
TOP OF WALL /l �\ / `'max /y <� �i FS �ciJ O ^ lJ �SC141 9
HPlb
\
�x'` , < �/�' ; ' ' %• \ '<' + �� p ;, , w•�8 h0� o rod' ��
TENNIS COURT ACCESS \ ``\ e TGf �� ��•�
\l \ °'
shy \` •.,1� \n / \ �` \,ti. %
R
�•� /° •sRAMP HANDRAIL DETAIL *116
�4 \ 'A J,
� .030 N.T.S. PA ,s
moo,
`S? � , ` ;� \,�; \ �� '` •:< ';,�; ;�` 'S 1� �, 26.9 '
6 ��' >\�� 26.69 ti��, F�\�Op TG
NOTE: GROOVES REQUIRED PER
- GROOVING DETAIL FROM CITY OFi��
LA QUINTA STD. 250.
r.'
6'
(28.51 TRW
21.17 TF
0
33.17 TW
28.51 TRW
26.50 TF z
z
27.2
FG
26.9
TG
4' 0 2% \, j Dc /
MAX
><\/"/`\x1"' X x 49
LAJ
f,
;< xK `� X \ i,`ti�`? NOTES: ,f Z
47 WORK LIMITS LOf1'43
2.0% PAVEMENT
FOR HORIZONTAL SITE
- a4 .. - _• v4 '•. - e•� .. y` . c•4 .. _ v� .. ,�\ ♦, 't � � ?rrr`e 1h O � \ '��Q I
DIMENSIONSSEE SHT
"
PRECISE G THIS AREA LL -4 & 5 LANDSCAPE
PER CITY PLAN ET 131 �'O 3 CONSTRUCTION DOCUMENTS"
4 PCC / �`�\ r,., \ � ��\'�: °
TI N � ,� \ ,,� � � �\ SHT 5 OF 10 I 50 BY LANDSCAPE ARCHITECT �
SEC O / \ �� ,�
19
RAMP, 6'- 0" WIDE f\ -�'
10 5 0 10 20 30 �< \ CITY of LA QUINTA' p
NOT TO SCALE I CPlan Set No.
_
.
m
GRAPHIC SCALE
1"=10'
UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR 'AGREES THAT IN ACCORDANCE WITH GENERALLY
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT.
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
CONCERNED BEFORE STARTING WORK.
&0 52 S.D.P. 2004- 799 �� f �3
U
PREP D UNDER THE DIRECTION OF: M 0 R' S E 78-900 Avenue 47 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Vr
e�oFEss�9� DATE: ® La' Qui to, CA 92253 208 "CODORNIZ" TRACT No. 32070 0
4�,0 ��,•I C. !�, D 0 K I C H 2
STANLEY C. R E EXP. DATE 9/30/07 ®' { v Voice: 760-771-4013
PRECISE GRADING, DRAINAGE SHT.
N v' cc
)4' 10 S C H U L T Z FAX: 760-771-4073
No. 20596 �^ m R.C.E. 20596 , ' mdsla uinto@mdsconsuttin .net AND PAVING PLAN FOR REC2
c�
EXP. 9-30-07 � APPROVED BY: OF SHTS.
C �* �a PLANNERS ENGINEERS SURVEYORS BLDG•, POOL & TENNIS COUR n
CIVILL�ow DATE: B E N C H M A R K: PD -103-3-70 FD. 1 114 O.D.I.P. FILLED W/ CONC. IN 5 V
F OF �L,F ,�. SCALE: SEE ABOVE O.D. CONC. COLLAR ON. 0.6', 330' NORTH OF C.L. INT. OF PORTION OF N.W. 1/4 SEC. 9, T.6S., R.7E., S.B.B.&M.
MARK REVISIONS APPR. DATE T OTHY ON S ON EXP. DATE 12 31 06 WASHINGTON STREET & 52nd AVENUE & 6.2' SOUTH OF PP# 98927D. ELEV. 540.110
DESIGNED BY: DRAWN BY: CHECKED BY: TTY ENGI R R.C.E. TE 1 DATE: NOV., 2005 W.O. NO:
CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: RJT HOMES, LLC
_ FILE: 1:\4.3910\PG\PG-CLUBHOUSE-2 6-02-06