FLP 2020-0001 Starbucks (06.03.2020)
June 3, 2020
Kendall Beas
Kaidence Group
5070 N 40th St, Suite 210
Phoenix, AZ 85018
SUBJECT: FINAL LANDSACPE PLAN 2020-0001 STARBUCKS
Dear Ms. Beas:
The City of La Quinta Design and Development Department has reviewed and
approved Final Landscape Plan 2020-0001 for a new Starbucks located at 50951
Washington Street, subject to the following conditions of approval:
- The plans are approved, subject to the approved and stamped plans attached
and on file.
- City staff will provide the applicant a Certificate of Completion prior to
landscaping installation commencing, which will need to be completed and
submitted to Design and Development department prior to final Planning
inspection.
If you have any questions, please contact me at (760) 777-7069.
Sincerely,
Carlos Flores
Senior Planner
PLANNING APPROVAL
ADMINISTRATIVE
CASE# ____________________
EXHIBIT# ____________________
INITIAL cflores
DATE 06/03/2020 3:17:20 PM
FLP2020-0001
Plan Check Number:
Project Number:2017 Architects OrangecSEAL
CONSULTANT
Drawing File Name:Sheet Plotted:Last Saved:by:S H E E T
2018-252 50951 WASHINGTON ST, LA QUINTA VILLAGE5070 N 40TH ST. SUITE 210
PHOENIX, AZ 85018
(714) 459-2740
KAIDENCE GROUP
LA QUINTA VILLAGELA QUINTA CALA QUINTA, CA 92253RIVERSIDE COUNTY-AGENCY REVISION (2nd PC) 04-21-202003-20-2020 1 Plan Check Comments
03-20-2020 2 Landlord Comments
04-08-2020 3 Agency Revision (CVWD)LICENSED LA N D S C A PE AR
C
H
I
T
ECTDIEGO F. A L E S SI LIC.#
4
201S
TATE OF C A L IFORNIASignature
Renewal Date
Date
09/30/20
04-21-2020 4 Agency Revision (2nd PC)
1.BIDDING: IT SHALL BE TO THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING
ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS, AND WORKERS
COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY
COMPLETION OF THE PROJECT.
2.SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND
SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE A COMPLETE LANDSCAPING PER THE
DRAWINGS AND SPECIFIED WITHIN.
3.PLAN VERIFICATION: THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS,
ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE
LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY.
GOVERNING CODES SHALL THEN APPLY.
4.ORDINANCE AND REGULATIONS: ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS AND
SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES
(LOCAL, COUNTY AND STATE).
5.PERMITS AND INSPECTIONS: THE CONTRACT SHALL OBTAIN, COORDINATE AND PAY FOR ALL
PERMITS, FEES AND AGENCY INSPECTIONS REQUIRED.
6.FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE
STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON
ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE
LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
7.LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
ENCROACHMENT ONTO ADJACENT PROPERTY. RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY
OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED.
8.METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE
ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS.
9.SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING , MAINTAINING AND
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION.
10.UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY
CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH
IMPROVEMENTS.
11.INSURANCE: THE CONTRACTOR SHALL OBTAIN (AND KEEP IN FORCE DURING THE PERIOD OF THE
CONTRACT) PUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE,
AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS.
12.LIABLE FOR DAMAGES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY
ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC.
AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE.
13.COORDINATION: CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH
APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK.
ABV ABOVE F.L.FLOW LINE PLAS.PLASTER
A.C.ASPHALTIC CONCRETE FLASH.FLASHING P.O.B.POINT OF BEGINNING
A/C AIR CONDITIONING FLR.FLOOR P.O.C.POINT OF CONNCETION
A.D.AREA DRAIN F.O.B.FACE OF BUILDING PR.PAIR
ADJ.ADJACENT F.O.C.FACE OF CURB PREFAB.PREFABRICATED
AGGR.AGGREGATE F.O.W.FACE OF WALL P.T.PRESSURE TREATED
ALIGN F.S.FINISH SURFACE R.RISER
APPROX.APPROXIMATE FT.FEET RAD.RADIUS
ARCH.ARCHITECTURE FTG.FOOTING R.D.ROOF DRAIN
ASPH.ASPHALT GA.GAUGE RDWD.REDWOOD
A.T.ARTIFICIAL TURF GAL.GALLON REF.REFERENCE
AUTO.AUTOMATIC GALV.GALVANIZED REINF.REINFORCING
BLDG.BLDG.G.C.GROUNDCOVER REV.REVISION
BLK BLOCK GL.GLASS R.O.W.RIGHT OF WAY
BC BACK OF CURB GR.GRADE SCHED.SCHEDULE
BOT.BOTTOM H.B.HOSE BIB SECT.SECTION
BS BACK OF STEP HDR.HEADER S.F.SQUARE FEET
B.R.BOTTOM OF RAMP HORIZ.HORIZONTAL SHT.SHEET
C.B.CATCH BASIN H.P.HIGH POINT SIM.SIMILAR
C.J.COLD JOINT HT.HEIGHT SPEC.SPECIFICATION
CENTERLINE I.D.INSIDE DIAMETER S.L.SCORE LINE
CLR.CLEAR I.E.INVERT ELEVATION SQ.SQUARE
CMU CONC. MASONRY UNIT IN.INCH S.S.STAINLESS STEEL
COL.COLUMN INFO.INFORMATION STD.STANDARD
CONC.CONCRETE INT.INTERIOR STRUCT.STRUCTURE
CONST.CONSTRUCTION JT.JOINT SYM.SYMMETRICAL
CONT.CONTINUOUS L.O.W.LIMIT OF WORK T.TREAD
DBL.DOUBLE LT.LIGHT TB TOP OF BEAM
D.D.DECK DRAIN MAX.MAXIMUM TC TOP OF CURB
DET.DETAIL MECH.MECHANICAL T.COP.TOP OF COPING
D.F.DRINKING FOUTAIN MED.MEDIUM TF TOP OF FOOTING
DIA.DIAMETER MET.METAL TG TOP OF GRATE
DIM.DIMENSION MFR.MANUFACTURER THK.THICK
D.L.DRAIN LINE MH.MANHOLE TP TOP OF PILASTER
DN.DOWN MIN.MINIMUM TR TOP OF RAMP
D.S.DOWN SPOUT MISC.MISCELLANEOUS TS TOP OF STEP
DWG.DRAWING M.T.MULTI-TRUNK TW TOP OF WALL
EA.EACH MTD.MOUNTED TYP.TYPICAL
E.J.EXPANSION JOINT NAT.NATURAL UNF.UNFINISHED
ELEC.ELECTRICAL N.A.P.NOT A PART U.N.O.UNLESS NOTED
EL.ELEVATION N.I.C.NOT IN CONTRACT -OTHERWISE
ENCL.ENCLOSURE NO.NUMBER VERT.VERTICAL
ESP.ESPALIER NOM.NOMINAL V.I.F.VERIFY IN FIELD
EQ.EQUAL N.T.S.NOT TO SCALE W/WITH
EQUIP.EQUIPMENT O.C.ON CENTER WD.WOOD
E.W.EACH WAY O.D.OUTSIDE DIAMETER WI.WROUGHT IRON
EXIST.EXISTING OPNG.OPENING W/O WITHOUT
EXT.EXTERIOR OPP.OPPOSITE WP.WATERPROOF
F.F.FINISH FLOOR P.A.PLANTING AREA W.S.WATER SURFACE
F.G.FINISH GRADE P.E.PAD ELEVATION WT.WEIGHT
FIN.FINISH P.L.PROPERTY LINE W.W.M.WELDED WIRE MESH
FIX.FIXTURE PL.PLATE
F.J.FOUNTAIN JET PLYWD.PLYWOOD
SYMBOLOGY
ABBREVIATIONS
DETAIL NUMBER
SHEET NUMBER
SYMBOL
1
L4.01
DETAIL REFERENCE
DESCRIPTION
SECTIONS
DETAIL NUMBER
SHEET NUMBER
CUT PLANE
2
L4.01
SUBJECT POINTER
SYMBOL DESCRIPTION
DETAIL NUMBER
SHEET NUMBER
3
L4.01
EXTERIOR ELEVATION
P-01
FINISH KEYNOTE POTTERY KEYNOTE
POTTERY TYPE/ ENLARG.
LETTER
TREE AND SHRUB PLANTING KEYNOTE
DELTA AND CLOUD
1MATCH LINE
SEE: LX.XX
MATCH LINE
FINISH NUMBER POT-1 B
MAG GRA 'LITTLE GEM'
STND., MATCHING
15 QTY
24" BOX
QUANTITY
PLANT SIZE
GENUS / SPECIES ABBREV.
ADD'L REMARKS AND NOTES
MTCH LOCATION SHT. NO.
FLOW DIRECTION
SOFTSCAPE
HARDSCAPE
MATERIAL NOTES
CONSTRUCTION KEYNOTE
FIELD OBSERVATION
1.REQUIRED FIELD OBSERVATION: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT
THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE 'FULL'
CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE
TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION
SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE
INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT
ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS AND SPECIFICATION CAN BECOME
COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL
DESIGN ASSOCIATES ARE OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION
SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR
CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT) AGREES TO HOLD
HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR
CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS.
2.FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE
CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE
CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT
LESS THAN FORT-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK
WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE
CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE
ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN
ADVANCE.
3.CLOSING OF NOT INSPECTED WORK: THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE
WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED BY
THE CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL
AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR
COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN
EXPENSE. AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL
MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION.
4.JOB SITE MEETING AND REQUIRED INSPECTIONS:
A.PRE-JOB MEETING ON SITE - PRIOR TO COMMENCEMENT OF WORK.
B.DURING SOIL PREPARATION
C.AT COMPLETION OF SOIL PREPARATION
D.COMPLETION OF WEED CONTROL
E.PLANT MATERIAL INSPECTION
F.GRADING CHECK PRIOR TO GROUND COVER
G.PROGRESS / INSTALLATION INSPECTION
H.COMPLETION OF PLANTING
I.30, 60, AND 90 DAY MAINTENANCE INSPECTION
5.COMPLETION: WORK SHALL BE COMPLETED UPON FINAL APPROVAL BY OWNER AND LANDSCAPE
ARCHITECT. A FINAL INSPECTION SHALL BE HELD UPON THE COMPLETION OF THE WORK PROVIDING
THE CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT AND
CONFORMED TO ALL REQUIREMENTS OF THESE SPECIFICATIONS.
TREE AND SHRUB PLANTING NOTES
1.PLANTING DEPTH: PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAIL, IN THE
LOCATION SHOWN ON THE DRAWINGS.
2.EXCAVATED PITS: EXCAVATED PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER
AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINERS.
3.BACKFILL MIXTURE: BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFILL MIXTURE, TAP
FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSITION, CROWN LEVEL WITH FINISH GRADE.
BACKFILL BALANCE OF PIT WITH THE FOLLOWING PREPARED MIXTURE OR PER SOILS REPORT.
TEN (10) PARTS TOP SOIL
FIVE (5) PARTS REDWOOD SHAVINGS
QUARTER (1/4) LBS. BONE MEAL
AGRIFORM PLANT TABLETS - REFER TO MATERIAL NOTES #11.
4.TREE LOCATIONS: TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES. CONTRACTOR
SHALL MAKE FILED ADJUSTMENTS AS NECESSARY.
5.TREE WATER BASIN: CONSTRUCT A SIX (6) INCH DEEP WATER BASIN, MULCH WITH A TWO (2) INCH
LAYER OF REDWOOD SHAVINGS, AND WATER THOROUGHLY, BACKFILLING WITH ADDITIONAL MIX
WHERE VOIDS APPEAR.
6.TREE STAKES: ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BE INSTALLED
WITH LODGE POLE STAKES DRIVEN THREE (3) FEET INTO THE GROUND. TREE STAKES SHALL NOT
PIERCE THE ROOT BALL AND NOT INJURE TREE ROOTS. SEE TREE PLANTING DETAILS.
7.TREE TIES: TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPING THE TIES IN
FIGURE 8'S WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE
GALVANIZED ROOFING NAIL.
8.DEFECTS: ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BE CORRECTED THROUGH THE
GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF
THE OWNER.
GROUND COVER PLANTING NOTES
1.GENERAL: ALL GROUND COVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH ROOTED
CUTTING FROM FLATS. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING
INDICATED PER PLANS.
2.SPACING: INSTALL PLANS IN AREAS AND TO SPACING AS SHOWN ON THE DRAWINGS IN EVENLY
TRIANGULAR SPACED ROWS.
3.EXCAVATION PITS: EXCAVATE PITS A MINIMUM 3" X 4" WITH SUFFICIENT DEPTH TO ALLOW ROOT
SYSTEM TO HANG FREE IN PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH AND FIRM
SOIL AROUND THE BASE OF PLANT WITHOUT PILING AT CROWN.
4.WATERING: WATER THOROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANY PLANTINGS
SHOWN EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED.
5.PRE-EMERGENT: APPLY TREFLAN OR APPROVED PRE-EMERGENT IMMEDIATELY AFTER PLANTING
TO ALL GROUND COVER AREAS. HYDROSEEDED AREAS NOT INCLUDED.
6.DEFECTS: ALL DEFECTS IN GROUND COVER PLANTING SHALL BE CORRECTED THROUGH THE
GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF
THE OWNER.
1.GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR
MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED
MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.
2.SCOPE OF WORK: WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES, AND EQUIPMENT NECESSARY
TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED.
3.PLANT MATERIALS: ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND
THEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK
AS INDICATED ON THE DRAWINGS AND SHALL BE OF THE SPECIES AND SIZES INDICATED ON THE PLANT LIST. ALL
PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING.
4.REJECTION OF PLANT MATERIALS: THE OWNER OR LANDSCAPE ARCHITECT MAY REJECT ANY PLANT MATERIAL
REGARDED AS UNSUITABLE AT ANY TIME AT NO ADDITIONAL COST TO THE OWNER.
5.HANDLING / STORAGE: ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM
DRYING OUT, SUN, WIND BURN, VANDALISM, OR ANY OTHER INJURY.
6.TREE TAGGING: ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL BE SELECTED BY LANDSCAPE
ARCHITECT.
7.TREE STAKES AND GUYS: TREE STAKES SHALL BE LODGE POLE PINE OR CONSTRUCTION HEART REDWOOD.
FURNISH AND INSTALL AS INDICATED ON DETAILS.
8.TREE TIES: TREE TIES SHALL BE FLEXIBLE NON-DETERIORATING SELF-FASTENING BLACK VINYL TREE TIES OF THE
SIZES REQUIRED TO PROPERLY SUPPORT TREES, 'CINCH TIES' OR APPROVED EQUAL.
9.ROOT BARRIERS: CONTRACTOR SHALL INSTALL APPROVED ROOT BARRIERS ON ALL TREES WITHIN FIVE FEET (5') OF
HARDSCAPE, STRUCTURES, ETC.
10.SOD: SOD VARIETY SHALL BE PER PLANS. SOD SHALL BE SUPPLIED BY PACIFIC SOD OR APPROVED EQUAL.
PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRST QUALITY, FRESH, AND CLEAN.
11.AGRIFORM PLANTING TABLETS: PLANTING TABLETS SHALL BE 20-10-5 ANALYSIS PROLONGED RELEASE NITROGEN.
ONE (1) TABLET PER 1 GALLON.
TWO (2) TABLETS PER 5 GALLONS.
FOUR (4) TABLETS PER 15 GALLONS.
SIX (6) TABLETS PER BOX SIZE FOR SPECIMENS LARGER THAN 15 GALLONS
OR PER DRAWINGS.
12.COMMERCIAL FERTILIZER: SHALL BEAR THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS AND SHALL
BE CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWING MINIMUM REQUIREMENTS:
16% NITROGEN - 7% PHOSPHORIC ACID - 12% POTASH (+ IRON)
13.DECOMPOSED GRANITE PLANTER MULCH: ROCK MULCH SHALL BE THREE TO FOUR INCHES (3" TO 4") WASHED
DECOMPOSED GRANITE RIVER ROCK, UNIFORM SIZE. ALL FINISHES SHALL BE SCREENED FROM THE AGGREGATE
WITHIN A ONE-QUARTER INCH (1
4 ") TOLERANCE. ROCK MULCH SHALL BE COMPOSE OF ROCKS THAT MAY BE VARIED IN
COLOR. THE MATERIAL SHALL BE FREE OF ORGANIC AND INORGANIC DEBRIS AND TRASH. SOURCES OF
DECOMPOSED GRANITE SHALL BE PALM SPRINGS GOLD, 3
8 " MINUS AVAILABLE THROUGH KRC ROCK.
WWW.KRCROCK.COM
14.SOIL SULFUR: STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99% SULFUR (EXPRESSED AS
ELEMENTAL), SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED.
15.BONE MEAL: BONE MEAL SHALL BE FINE GROUND, STEAMED, DRY MATERIAL WITH MINIMUM ANALYSIS OF:
1% NITROGEN - 30% PHOSPHORIC ACID - 69.5% UNDILUTED BONE
16.SAMPLES: SAMPLES OF REDWOOD SHAVINGS, STEER MANURE, FERTILIZER AND SEED SHALL BE SUBMITTED FOR
APPROVAL AND SHALL BE STORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS COMPLETED.
17.CERTIFICATES: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE LANDSCAPE
ARCHITECT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL,
DATE, AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO.
MAINTENANCE NOTES
1.MAINTENANCE PERIOD: THE MAINTENANCE PERIOD SHALL BE FOR 90 CALENDAR DAYS BEGINNING ON THE DAY OF
THE CHECK INSPECTION AFTER ALL WORK HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT.
THE MAINTENANCE PERIOD MAY BE REQUIRED TO MEET THE REQUIREMENTS OF THE WORK SPECIFIED.
2.GENERAL: THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING,
FERTILIZATION, WEEDING, RODENT CONTROL, CLEAN UP, ETC.
3.SAFETY: ALL PLANT MATERIALS SHALL BE CHECKED AND MAINTAINED AS REQUIRED IN AN ONGOING PROGRAM TO
ASSURE A SAFE ENVIRONMENT.
4.WATERING: WATER ALL PLANTINGS TO ASSURE COMPLETE GERMINATION OF ALL SEEDED AREAS AND CONTINUED
GROWTH OF THE PLANTS. AREAS THAT DO NOT HAVE ADEQUATE IRRIGATION COVERAGE OR WHICH MAY REQUIRE
ADDITIONAL DEEP WATERING SHALL BE WATERED BY HAND AS REQUIRED.
5.IRRIGATION COVERAGE: ADJUST ALL IRRIGATION HEADS IN EACH AREA AND ZONE OF EXPOSURE SO THAT THE
OPTIMUM AMOUNT OF WATER IS APPLIED AT THE PROPER TIMES WITHOUT OVERTHROW ONTO WALLS, WALKWAYS,
ETC.
6.CULTIVATING AND WEEDING: CULTIVATING AND WEED ALL PLANTED AREAS AT REGULAR INTERVALS NOT TO
EXCEED FIFTEEN (15) DAYS. EXERCISE CARE WHEN CULTIVATING TO AVOID DAMAGE TO ROOTS OF THE GROWING
PLANTS.
7.CHEMICAL HERBICIDES: A CERTIFIED TECHNICIAN SHALL APPLY CHEMICAL HERBICIDES TO CONTROL WEEDS AT
THE OPTION OF THE CONTRACTOR AND UPON PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT.
8.PEST AND DISEASE CONTROL: A CERTIFIED TECHNICIAN SHALL SPRAY AS NECESSARY TO CONTROL ALL
INFESTATIONS.
9.RODENT CONTROL: THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO ELIMINATE ANY RODENTS
ENCOUNTERED ON SITE.
10.PRUNING: ALL PRUNING SHALL BE IN ACCORDANCE WITH ARBORS GUIDELINES. DAMAGED, DEAD, OR DRYING
BRANCHES SHALL BE REMOVED BACK TO A POINT OF GROWTH.
11.PLANT REPLACEMENTS: DURING THE MAINTENANCE PERIOD, SHOULD ANY PLANT SHOW WEAKNESS AND
PROBABILITY OF DYING, IT SHALL BE REPLACED BY THE CONTRACTOR WITHIN FIVE (5) DAYS OF NOTIFICATION TO DO
SO. AT THE END OF THE MAINTENANCE PERIOD, ALL PLANT MATERIAL SHALL BE IN A HEALTHY, GROWING
CONDITION.
12.TURF AREAS: AT THE END OF EACH THIRTY (30) DAY PERIOD OF MAINTENANCE, THE CONTRACTOR SHALL DO THE
FOLLOWING: OVER-SEED ALL SPOTS OR AREAS WHERE NORMAL SOD ESTABLISHMENT IS NOT EVIDENT. REMOVE
ALL ROCKS OR OTHER DEBRIS THAT CONSTITUTES A HINDRANCE TO MOWING. FILL DEPRESSION AND ERODED
CHANNELS WITH SUFFICIENT TOP SOIL TO RAISE TO PROPER GRADE, COMPACT LIGHTLY, AND RE-SOD THE FILLED
AREAS.
13.TURF WEED CONTROL: TURF AREAS SHALL BE TREATED WITH A BROADLEAF WEED KILLER APPLIED PER
MANUFACTURER'S RECOMMENDATIONS.
14.TURF FERTILIZER: FERTILIZE ALL TURF AREAS WITH COMMERCIAL FERTILIZER, 16-6-8 MINIMUM ANALYSIS, AT THE
RATE OF TEN (10) LBS. PER 1000 SQ. FT. OF AREA.
15.MOWING: MOW ALL TURF AREAS BEFORE THEY REACH A HEIGHT OF THREE INCHES (3") WITH MOWER SET AT TWO
INCHES (2"). MAINTAIN ALL TURF AREAS AT A TWO INCH (2") HEIGHT THROUGHOUT THE MAINTENANCE PERIOD.SHEETNUMBERSHEET TITLE CITY SUBMITTAL01/17/20201ST PERMIT SUBMITTAL01/28/2020PLAN CHECKCOMMENTS 03/20/2020AGENCY REVISIONS04/08/2020AGENCY REVISIONS(2nd PC) 04/21/2020L0.00 COVER SHEET ●●
L0.01 NOTES AND LEGEND AND SHEET INDEX ●●●●●
L1.00 FINISH SCHEDULE ●●●●●
L1.01 CONSTRUCTION PLAN ●●●●●
L2.01 LAYOUT PLAN ●●●●●
L3.01 CONSTRUCTION DETAILS ●●●●●
L4.00A IRRIGATION SPECIFICATIONS ●●●●●
L4.00B IRRIGATION CALCULATIONS ●●●●●
L4.01 IRRIGATION PLAN ●●●●●
L5.01 IRRIGATION DETAILS ●●●●●
L6.01 TREE PLANTING PLAN ●●●●●
L7.01 SHRUB PLANTING PLAN ●●●●●
L8.01 PLANTING DETAILS ●●●●●
LC1.01 CONCEPT GRADING AND DRAINAGE PLAN ●●●●●
1 3 4
LA QUINTA VILLAGE
LA QUINTA, CA
SHEET INDEX
IRRIGATION CONCULTANT
BENJAMIN MONTRELLA | RLA 5819
2751 Hennepin Ave. So., #74
Minneapolis, MN 55408
PH: (714) 917-7990
EM: benjaminmontrella@hotmail.com
CONSULTANTS
LANDSCAPE GRADING NOTES
1.SITE PREPARATION: THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS, AND OTHER
EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO PROCEEDING WITH WORK.
2.SOIL PREPARATION: ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOILS AGRONOMY
REPORT TO BE PROVIDED AND PAID FOR BY THE OWNER. SOILS REPORT SHALL CONTAIN FULL SOIL
AMENDMENT RECOMMENDATIONS. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE
LANDSCAPE ARCHITECT UPON COMPLETION.
3.SOIL AMENDMENTS: THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE
OWNER SHALL PROVIDE FOR A SOILS AGRONOMY REPORT FROM AN APPROVED SOILS
LABORATORY AND/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION OF PLANT MATERIALS.
4.CULTIVATION DEPTH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH OF 6".
5.AMENDMENT MIX: INCORPORATE THE FOLLOWING SOILS AMENDMENTS, OR PER SOILS REPORT, IN
THE UPPER 6" OF ALL TILLING OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOIL AND SOIL
CONDITIONERS ARE ELIMINATED.
REDWOOD SHAVINGS 6 YARDS PER 1000 SQ. FT.
COMMERCIAL FERTILIZER 20 LBS. PER 1000 SQ. FT.
GYPSUM 100 LBS. PER 1000 SQ. FT.
6.FINISH GRADE: FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE
CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALL BE
UNIFORM. STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH
GRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM PLANE WITH AN ABRUPT CHANGE IN THE
SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL
PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. FLOW LINES
SHALL BE SET BY INSTRUMENT AND SHALL BE THE MAXIMUM GRADIENT POSSIBLE.
7.DRAINAGE: THE CONTRACTOR IS RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANTING AREAS IN
ACCORDANCE WITH THE PLANS, DETAILS, AND SPECIFICATIONS OR AS SPECIFIED BY THE OWNER.
8.FINISH GRADE AT TURF AREAS: FINISH GRADE AT ALL TURF AREAS SHALL BE ONE INCH BELOW THE
GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC.
9.FINISH GRADE AT SHRUB AREAS: FINISH GRADE OF ALL SHRUBBERY AND GROUND COVER AREAS
SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC.,
EXCEPT WHERE WATER FLOWS ACROSS SAME.
CONCRETE NOTES
1.SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES
FOR THE INSTALLATION OF ALL CONCRETE FLATWORK INDICATED ON THESE PLANS.
2.COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE
SLEEVES (IRRIGATION, DRAINAGE, ELECTRICAL, ETC.) BENEATH OR EMBEDDED IN CONCRETE BEFORE
STARTING.
3.SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH
RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL MODIFICATIONS SHALL BE UNDER
THE SUPERVISION OF A SOILS ENGINEER.
4.SUB-GRADE: ALL SUB-GRADE MATERIAL, SAND, CRUSHED AGGREGATE, ETC., AND THEIR COMPACTION
SHALL BE PER STRUCTURAL SOILS ENGINEER SPECIFICATIONS.
5.ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR CONCRETE SHALL BE CLEAN, NATURAL
MATERIALS CONFORMING TO ASTM DESIGNATION C33.
6.WATER: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES.
7.CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENT REQUIREMENTS OF ASTM
C-150, TYPE I OR TYPE II. CEMENT SHALL BE OF THE SAME BRAND AND TYPE USED THROUGHOUT THE
PROJECT.
8.MIXING: PROPORTIONING AND MIXING OF CEMENT, AGGREGATE, ADMIXTURES AND WATER TO ATTAIN
REQUIRED PLASTICITY AND STRENGTH SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE
ACI (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE AND THE PCA (PORTLAND
CEMENT ASSOCIATION) "DESIGN AND CONTROL OF CONCRETE MIXTURES".
9.COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE
STRENGTH OF 2,500 P.S.I. AT 28 DAYS WITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39.
CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTLAND CEMENT / SAND / GRAVEL MIX,
CONFORMING WITH ASTM C-150.
10.CONCRETE FORMS: OWNER AND LANDSCAPE ARCHITECT SHALL APPROVE ALL CONCRETE FORMS
PRIOR TO POURING FLATWORK. FORMS SHALL BE CONSTRUCTED ACCURATELY TO DIMENSIONS, PLUMB
AND TRUE TO LINE AND GRADE. FORMS SHALL BE SUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO
AS TO MAINTAIN POSITION AND SHAPE DURING PLACING OF REINFORCING AND CONCRETE. FORMS
SHALL BE THOROUGHLY CLEANED OUT BEFORE CONCRETE IS PLACED AND FORMS SHALL BE REMOVED
WITHOUT DAMAGE TO CONCRETE. CARE SHALL BE TAKEN IN ALL DETAILS OF FORMING, SETTING,
REINFORCING, MIXING AND PLACING ALL CONCRETE EXPOSED IN FINISH WORK TO OBTAIN SMOOTH,
EVEN SURFACES OF DENSE CONCRETE, AND CLEAN SHARP INSIDE AND OUTSIDE CORNERS. FORMS
SHALL REMAIN IN PLACE LONG ENOUGH TO ALLOW CONCRETE TO SET PROPERLY.
11.CONCRETE REINFORCING STEEL: CONCRETE, AS INDICATED PER PLANS, WITH STEEL SHALL BE GRADE
60. DEFORMED BILLET STEEL CONFORMING TO ASTM A-615. LOCATE IN CENTER OF POUR TYPICAL WITH
2' MINIMUM CLEARANCE AT ALL EDGES.
12.WIRE MESH REINFORCEMENT: CONCRETE, AS INDICATED PER PLANS, TO HAVE 6 X 6 #10 WELDED WIRE
MESH OR STEEL AS REQUIRED BY STRUCTURAL ENGINEER. LOCATE IN CENTER OR POUR TYPICAL WITH
2" MINIMUM CLEARANCE AT ALL EDGES.
13.THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL HAVE A MINIMUM THICKNESS OF 4". ALL
THICKENED EDGES FOR CONCRETE FLATWORK SHALL BE PER PLANS. A 1/2" RADIUS SHALL BE PROVIDED
AT ALL EXPOSED EDGES AND/OR CORNERS, UNLESS OTHERWISE NOTED ON PLANS.
14.CONCRETE FINISH: FINISH COURSE SHALL BE BROUGHT TO THE PROPER GRADE AND TO A UNIFORM
SURFACE. CONCRETE COLORS AND FINISHES WILL BE PER CONSTRUCTION PLAN. ALL NATURAL
CONCRETE WITH MEDIUM BROOM FINISH.
15.BROOM FINISH: WHERE INDICATED ON DRAWINGS, APPLY BROOM FINISH AFTER FINISH TROWELING.
BROOM FINISH SHALL BE PERPENDICULAR TO TRAFFIC FLOW OR IN THE DIRECTION AS INDICATED ON
THE DRAWINGS.
A. FINE BROOM FINISH: FINE OR SOFT TEXTURED BRISTLES
B. MEDIUM BROOM FINISH: MEDIUM STIFF BRISTLES
C. HEAVY BROOM FINISH: COARSE OR STIFF BRISTLES
16.RETARDANT FINISH: CONCRETE SURFACE SHALL BE EXPOSED USING LITHACHROME CONCRETE
SURFACE RETARDER OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND
RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE. AGGREGATE FOR CONCRETE 60-40
PEA GRAVEL BLEND.
17.COLORED CONCRETE: COLORS PER CONSTRUCTION PLAN OR FINISH SCHEDULE. COLORS SHALL BE OF
THE INTEGRAL TYPE MANUFACTURED BY L.M. SCOFIELD COMPANY OR APPROVED EQUAL. SURFACES
DIRECTED BY LANDSCAPE ARCHITECT SHALL BE SEALED IN ACCORDANCE TO ALL SPECIFICATIONS AND
RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE.
18.STAMPED CONCRETE: CONTRACTOR SHALL INSTALL STAMP CONCRETE PATTERNS TO CONFORM TO ALL
SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE, AND SHALL USE
MANUFACTURER'S RECOMMENDED PATTERNS, TOOLS, AND FORMS. CONTRACTOR SHALL USE RUBBER
STAMPS OR AS APPROVED BY LANDSCAPE ARCHITECT. COLOR HARDENER SHALL MATCH CONCRETE
COLOR AND BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS. RELEASE AGENTS, AS PER PLAN,
SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS.
19.CONCRETE SAMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A 2' X 2' SAMPLE OF ALL CONCRETE
FINISHES AND STAMP PATTERNS PER PLANS. SAMPLES HALL BE APPROVED BY OWNER AND LANDSCAPE
ARCHITECT PRIOR TO POURING FLATWORK.
20.CURING: CURE CONCRETE IN ACCORDANCE WITH REQUIREMENTS OF THE CURRENT ACI (AMERICAN
CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE.
21.POSITIVE DRAINAGE: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE WITHOUT PONDING
ON ALL CONCRETE SURFACES. ALL CONCRETE FLATWORK SHALL SLOPE A MINIMUM 1% AWAY FROM
BUILDINGS, WALLS, ETC. IN THE DIRECTION OF SITE DRAINAGE.
22.CONCRETE JOINTS: CONTRACTOR SHALL INSTALL JOINTS AS NOTED OR PER STRUCTURAL ENGINEER'S
SPECIFICATIONS.
A. CONCRETE WALKS (< 8'-0" WIDE): A TOOLED CONTROL JOINT AT 1/4" DEPTH OF CONCRETE.
JOINTS SHALL BE PLACED 5'-0" O.C. MAXIMUM AT ALL CHANGES IN DIRECTION AND AT ALL INSIDE
CORNERS. EXPANSION JOINTS WITH PRE-MOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS
PER OWNER'S SPECIFICATIONS, SHALL BE PLACED 20'-0" O.C. MAXIMUM.
B. CONCRETE PAVING: A TOOLED CONTROL JOINT AT 1/4" DEPTH OF CONCRETE, SHALL BE PLACED
AT +/- 40 SQUARE FEET MAXIMUM, ALL CHANGES IN DIRECTION, AND AT ALL INSIDE CORNERS.
EXPANSION JOINTS WITH PRE-MOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S
SPECIFICATIONS, SHALL BE PLACED AT +/- 160 SQUARE FOOT MAXIMUM.
23.ADJOINING EXISTING CONCRETE SURFACES: CONCRETE DESIGNATED ON PLANS TO MEET ALL EXISTING
CONCRETE WALKS, DRIVEWAYS, ETC., SHALL BE FLUSH AND INCLUDE AN EXPANSION JOINT BETWEEN
THE SURFACES.
24.DEFECTS: ALL DEFECTS IN CONCRETE WORK SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE
TO THE SATISFACTION OF THE OWNER.
GENERAL NOTES
L0.01
SHEET
INDEX
OVERALL SITE AREA 26,282 S.F. (0.60 AC)
TOTAL LANDSCAPE AREA 3,251 S.F.
SITE LANDSCAPE PERCENTAGE 12%
PROJECT SUMMRY
INDEX MAP
N.T.S.
14.PLANTING PLANS: THE PLANTING PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK
TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID
CONFLICTS BETWEEN EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES.
15.DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND
PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
16.PLANTING NOTES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT
NOT SPECIFICALLY MENTIONED ON THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY
NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE
SPECIFICATIONS AND/OR DETAILS.
17.MATERIALS: ALL MATERIAL AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN
PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
18.SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE DESCRIBED OR
INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE
OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL
CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR
LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE.
19.NOTICE OF COMPLETION: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF
COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE
OWNER'S AUTHORIZED REPRESENTATIVE.
20.SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH
AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES.
21.MAINTENANCE INSTRUCTIONS: AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL
INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FOR
LANDSCAPE PLANTINGS.
22.GUARANTEE: THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS CONTRACT SHALL BE
GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECT
WORKING ORDER FOR 90 DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE
OWNER. TREES SHALL BE GUARANTEED FOR ONE (1) YEAR. ANY SETTLING OF TREE / SHRUB WELLS WHICH
MAY OCCUR DURING THE 90 DAY PERIOD FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S
SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER INCLUDING THE COMPLETE
RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND.
4
Plan Check Number:Project Number:2017 Architects Orangec
SEALCONSULTANTDrawing File Name:Sheet Plotted:Last Saved:by:S H E E T2018-25250951 WASHINGTON ST, LA QUINTA VILLAGE 5070 N 40TH ST. SUITE 210PHOENIX, AZ 85018(714) 459-2740KAIDENCE GROUPLA QUINTA VILLAGE
LA QUINTA CA
LA QUINTA, CA 92253
RIVERSIDE COUNTY-AGENCY REVISION (2nd PC) 04-21-2020 03-20-20201Plan Check Comments03-20-20202Landlord Comments04-08-20203Agency Revision (CVWD)LICENSE
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NIA SignatureRenewal DateDate09/30/2004-21-20204Agency Revision (2nd PC)L1.00FINISHSCHEDULEFINISH SCHEDULESYMBOLDESCRIPTIONDETAILTYPE / MODEL NO.SIZECOLORFINISHMANUFACTURER / SUPPLIERREMARKSC.I.P. PEDESTRIAN PAVING2 / L3.01-PER PLANPEBBLE 641ACID ETCH - TOP CAST RETARDER GRADE #3DAVIS | WWW.DAVISCOLORS.COM844.341.4780-12" X 12" TRUNCATED DOMES PAVERS3 / L3.01TRUNCATED DOMES PAVER11 78" X 11 78" X 2"BRICK RED #516STIPPLED OR SANDBLASTEDSTEP STONE INC. | WWW.STEPSTONEINC.COM800.572.9029-SITE AMENITIES SCHEDULESYMBOLDESCRIPTIONDETAILTYPE / MODEL NO.QTY.MATERIAL / COLORFINISHMANUFACTURER / SUPPLIERREMARKSBIKE RACK-SHADOW BIKE RACK / BEE2GALVANIZED STEEL/GUNMETALPOWDERCOATMADRAX | WWW.MADRAX.COM800.448.7931IN GROUND MOUNTTRASH RECEPTACLE-45 GAL. 'DISPATCH' RECEPTACLE W/ SPLIT-STREAMCONFIGURATION (SLDIS-220)PER PLANFRAME - ALUMINUM TEXTURELID - DARK GRAY-FORMS + SURFACES | WWW.FORMS-SURFACES.COM800.451.0410LID OPENING OPTIONS
: L
ITTER & BOTTLES AND CANS |
LID GRAPHICS: STAINLESS STEEL
SIGNPLATES WITH SATIN FINISH
. |
INSTALLATION:
SURFACE MOUNTED WITHOUT
CONCRETE BASE.SIDE ACCESS DOOR
AND LATCH:
SCREWDRIVER-OPERATED
RECESSED ACCESSPOTTERY SCHEDULESYMBOLDESCRIPTIONDETAILTYPE / MODEL NO.QTY.MATERIAL / COLORFINISHMANUFACTURER / SUPPLIERREMARKSRECTANGLE PLANTERN/AWCR-6024302GFRC / CARAMELFINE GRAIN SHARKTOURNESOL | TOURNESOLSITEWORKS.COM800.542.2282P-01P-02SA-01SA-02POT-01-14
PARKINGNOPARKINGNOTRASHRECYCLESINGLE STORYTYPE V-B41.20 FFMOPPARKINGCLEAN AIRVEHICLEELECTRICVEHICLEMOPPARKINGELECTRICVEHICLEMOPPARKINGMOPPARKINGTRASHRECYCLE TTEXISTING BLDG TO REMAINLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKLIMIT OF WORKTRASH ENCLOSURE -PER ARCHITECTP-02TRUNCATED DOMESP-02TRUNCATED DOMESP-02TRUNCATED DOMESP-02TRUNCATED DOMESP-02TRUNCATED DOMESP-02TRUNCATED DOMESP-01CONCRETE PAVINGNEW CURB - PER CIVILENGINEERNEW LIGHTING - TYP. -PER ARCHITECTNEW LIGHTING - TYP. -PER ARCHITECTEXISTING WALL TOREMAINNEW TRANSFORMER -PER CIVIL ENGINEERSA-01BIKE RACKSASPHALT - PER CIVILENGINEERBUILDING COLUMN -PER ARCHITECTSP.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.MENU BOARD - UNDER SEPARATEPERMITLANDSCAPE LIGHTING -PER ELECTRICALEXISTING CURB TOREMAINEXISTING FIRE HYDRANT TOREMAINNEW LIGHTING - TYP. -PER ARCHITECTDECORATIVE SCREENING - PERARCHITECTSDECORATIVE SCREENING - PERARCHITECTSBOLLARDS AT TRANSFORMER - PERCIVIL ENGINEERDECORATIVE SCREENING - PERARCHITECTSPLANTER FILLED WITHD.G.DRIVE-THRU DIRECTIONAL SIGNAGE -UNDER SEPARATE PERMITSA-02TRASH RECEPTACLENEW CURB - PER CIVILENGINEERP-02TRUNCATED DOMESEXISTING LANDSCAPE TO REMAIN3POT-01-(2) DECORATIVE POTTERY4P.A.P.A.OVERHEAD STRUCTURE - PERARCHITECTUREWASHINGTON ST.4P-02TRUNCATED DOMES4P.A.P.A.P-01CONCRETE PAVING44EXISTING PLANTER TOBE IMPROVEDEXISTING PLANTING AREA TO REMAINPlan Check Number:Project Number:2017 Architects Orangec
SEALCONSULTANTDrawing File Name:Sheet Plotted:Last Saved:by:S H E E T2018-25250951 WASHINGTON ST, LA QUINTA VILLAGE 5070 N 40TH ST. SUITE 210PHOENIX, AZ 85018(714) 459-2740KAIDENCE GROUPLA QUINTA VILLAGE
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LA QUINTA, CA 92253
RIVERSIDE COUNTY-AGENCY REVISION (2nd PC) 04-21-2020 03-20-20201Plan Check Comments03-20-20202Landlord Comments04-08-20203Agency Revision (CVWD)LICENSE
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NIA SignatureRenewal DateDate09/30/2004-21-20204Agency Revision (2nd PC)N01'5'10'15'3'20'10'L1.01CONSTRUCTIONPLANNOTES1. REFER TO GENERAL NOTES AND LEGENDS, SHEET L0.01 FOR GENERAL CONSTRUCTION NOTES ANDABBREVIATIONS.2. REFER TO FINISH SCHEDULE, SHEET L1.00 FOR FINISH INFORMATION.3. CONTRACTOR TO VERIFY ALL QUANTITIES PRIOR TO PURCHASE AND INSTALLATION.4. HATCH DENOTES PLANTING AREA.5. ALL FURNITURE TO BE HANDLED BY FFE CONSULTANT.6. HATCH DENOTES CIP PEDESTRIAN PAVING. (SYMBOL P-01)FINISH SCHEDULESYMBOLDESCRIPTIONDETAILC.I.P. PEDESTRIAN PAVING2 / L3.0112" X 12" TRUNCATED DOMES PAVERS3 / L3.01SITE AMENITIES SCHEDULESYMBOLDESCRIPTIONDETAILBIKE RACK-TRASH RECEPTACLE-POTTERY SCHEDULESYMBOLDESCRIPTIONDETAILRECTANGLE PLANTERN/AP-01P-02SA-01SA-02POT-01-1
PARKINGNOPARKINGNOTRASHRECYCLE1511340.193LS /BASE301541839.880LS /BASE30SINGLE STORYTYPE V-B41.20 FFMOPPARKINGCLEAN AIRVEHICLEELECTRICVEHICLEMOPPARKINGELECTRICVEHICLEMOPPARKINGMOPPARKINGTRASHRECYCLE TTEXISTING BLDG TO REMAINPARKINGNOPARKINGNOTRASHRECYCLE1511340.193LS /BASE301541839.880LS /BASE30SINGLE STORYTYPE V-B41.20 FFMOPPARKINGCLEAN AIRVEHICLEELECTRICVEHICLEMOPPARKINGELECTRICVEHICLEMOPPARKINGMOPPARKINGTRASHRECYCLE TTEXISTING BLDG TO REMAINLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKLIMIT OF WORK4'-0"5'-0"8'-0"5'-4"
5'-0"4'-0"EQ.EQ.6'-9"EQ.6'-0"EQ.EQ.EQ.EXISTING LANDSCAPE TO REMAIN3WASHINGTON ST.
5'-0"4F.O.B.EXISTING PLANTING AREA TO REMAINPlan Check Number:Project Number:2017 Architects Orangec
SEALCONSULTANTDrawing File Name:Sheet Plotted:Last Saved:by:S H E E T2018-25250951 WASHINGTON ST, LA QUINTA VILLAGE 5070 N 40TH ST. SUITE 210PHOENIX, AZ 85018(714) 459-2740KAIDENCE GROUPLA QUINTA VILLAGE
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LA QUINTA, CA 92253
RIVERSIDE COUNTY-AGENCY REVISION (2nd PC) 04-21-2020 03-20-20201Plan Check Comments03-20-20202Landlord Comments04-08-20203Agency Revision (CVWD)LICENSE
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NIA SignatureRenewal DateDate09/30/2004-21-20204Agency Revision (2nd PC)L2.01LAYOUTPLANN01'5'10'15'3'20'10'LEGEND EXPANSION JOIN SAW CUT1