HomeMy WebLinkAboutDWG 313-5P; CD 2022-0020; PARK HYATT AVIARA RESORT HOTEL RENOVATIONS; 01-20CONSTRUCTION LEGEND
PAVING LEGEND
CODE DESCRIPTION DETAIL MATERIAL/MODEL PATTERN/FINISH COLOR MANUFACTURER COMMENTS CONSTRUCTION NOTES
A. DIMENSIONS ARE SHOWN FOR DESIGN INTENT. THE CONTRACTOR SHALL
. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION.
P-01 CONCRETE WALK 1 / LD-1 POURED IN PLACE INTEGRAL COLOR CONCRETE LIGHT SAND FINISH (TOPCAST 3 OR EQUAL) OUTBACK 667 DAVIS COLOR OR EQUAL PROVIDE 4'X4' MOCK UP B. CALLOUTS ARE USED ONCE TYPICAL ON THE PLAN
C. P.A. INDICATES A PLANTER AREA LOCATION
D. REFER TO THE ELECTRICAL ENGINEER/ LIGHTING DESIGNER PLANS FOR
LIGHTING AND ELECTRICAL WORK
P-02 LARGE FORMAT PAVERS 3 / LD-1 POURED IN PLACE CONCRETE STEPPING PADS PER MANUFACTURER OUTBACK667 DAVIS COLOR OR EQUAL PROVIDE 4'X4' MOCK UP E. REFER TO TTHE CIVIL ENGINEER'S PRECISE GRADING PLAN FOR HORIZONTAL
AND VERTICAL CONTROL
I F. REFER TO THE CIVIL ENGINEERS PLANS FOR ALL FINISH GRADING,
HORIZONTAL AND VERTICAL CONTROL OF PROPOSED CONSTRUCTION
FEATURES AND ALL UNDERGROUND DRAINAGE SHOWN HERE ON.
P-03 GRAVEL 2 / LD-1 3/8" CHAMOIS BEIGE CRUSHED STONE NATURAL CRUSHED ROCK TANS -WARM BEIGE SOUTHWEST BOULDER AND STONE OR EQUAL PROVIED SAMPLE G. ALL SITE PAVING FORMS SHALL BE REVIEWED/APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO PAVING INSTALLATION.
•· H. DESIGN BUILDER SHALL PROVIDE STAKING SERVICES FOR ALL LIMIT OF
4" COLMET 10 GAUGE UNPAINTED STEEL EDGE OR SITE ONE WORK LINES
P-04 STEEL EDGING 2 I LD-1 EQUAL STRAIGHT RUNS WITH 90 DEG. CORNERS UNPAINTED STEEL NATURAL PATINA ALLISON DILLARD PROVIED SAMPLE I. ALL GATE HARDWARE SHALL NOT EXCEED 5LBS OF FORCE. DOOR/ GATE 949.375.6924 HARDWARE SHALL BE OPERABLE WITH ONE HAND AND DO NOT REQUIRE
TIGHT GRASPING, PINCHING, OR TWISTING OF THE HAND. CBC11B-4-4.2.7
AND 11B-309.4
REFER TO
P-05 POOL DECK CIVIL POURED IN PLACE INTEGRAL COLOR CONCRETE LIGHT SAND FINISH (TOPCAST 3 OR EQUAL) OUTBACK 667 DAVIS COLOR OR EQUAL PROVIDE 4'X4' MOCK UP J. REFER TO CIVIL ENGINEER FOR DEMOLITION PLANS
PLANS K. REFER TO THE CIVIL ENGINEER OR GEOTECHNICAL REPORT FOR ALL PAVING
REINFORCEMENT
L. POOL GATES SHALL HAVE A MINIMUM HEIGHT NO LESS THAN 5'-0"
REFER TO REFER TO INTERIOR DESIGN DRAWINGS P-06 CONCRETE PAD CIVIL POURED IN PLACE CONCRETE LIGHT SAND FINISH NATURAL GRAY N/A FOR FINAL FLOOR FINISH PLANS
WALL/GATES/FENCE LEGEND •
W-01 LOW RETAINING WALL 1 / LD-4 VERDURA 30 CONCRETE BLOCK "DRYSTACK" PER MANUFACTURER GRAY SOIL RETENTION PROVIDE SAMPLE ENGINEERED STANDARD GUIDLINES 800-346-7995
4 / LD-1 & WALL: 6"x8"x16" CMU BLOCK STUCCO FINISH SHALL MATCH THE OTHER STUCCO COLOR SHALL MATCH ALL PROVIDE MOCK UP PRIOR TO W-02 SCREEN WALL S1 .1 PILASTER 12"X12"X8" CMU BLOCK SITE WALLS TEXTURE FINISH OTHER SITE WALLS COLOR N/A INSTALLATION 3 COAT STUCCO PROCESS
POOL GATE (6'-0" HEIGHT) VERTICAL WOOD WOOD FRAME WITH PROVIDE STAIN SAMPLE
CLEAR CEDAR WOOD GATE CONTRACTOR SHALL VERIFY WALL G-01 (5'-0" MIN. HEIGHT PER POOL 1 / LD-2 SEE DETAILFOR HARDWARE SPECIFICATIONS CENTER RAIL. HORIZONTAL T&G TBD RUBIO MONOCOAT HYBRID WOOD PROTECTOR OPENING DIMENSION PRIOR TO CODE) FINISH: STAINED HYBRID WOOD PROTECTOR FABRICATION. PROVIDE SHOP DRAWINGS
TUBE STEELGATE (4) HORIZONTAL RAILS WITH VERTICAL SILVER TO MATCH ALL OTHER CONTRACTOR SHALL VERIFY WALL
G-02 MAINTENANCE GATE 3 / LD-3 SEE DETAIL FOR HARDWARE SPECIFICATIONS. PICKETS SPACING BETWEEN MEMBERS IS 4" EXISTING TUBE STEEL SITE AMERISTAR OR EQUAL OPENING DIMENSION PRIOR TO
MAX. FEATURES FABRICATION. PROVIDE SHOP DRAWINGS
TUBE STEELGATE RECTANGULAR GATE FRAME WITH VERTICAL SILVER TO MATCH ALL OTHER CONTRACTOR SHALL VERIFY WALL
G-03 DOUBLE PEDESTRIAN GATE 2/ LD-2 SEE DETAIL FOR HARDWARE SPECIFICATIONS PICKETS SPACING BETWEEN MEMBERS IS 4" EXISTING TUBE STEEL SITE AMERISTAR OR EQUAL OPENING DIMENSION PRIOR TO
MAX. FEATURES FABRICATION. PROVIDE SHOP DRAWINGS
SITE ELEMENT LEGEND
S-01 FOUTNAIN 1 CUT SHEET COMPANIA INTERNATION COCARRERA OVAL PER MANUFACTURER TBD COMPANIA INTERNATION INSTALL PER MANUFACTURERS
1 /LD-3 FOUNTAIN FT-223 RECOMMENDATIONS
S-02 FOUTNAIN 2 CUT SHEET COMPANIA INTERNATION FALLING WATER 4 PATTERN:PER DETAIL TBD COMPANIA INTERNATION INSTALL PER MANUFACTURERS
1 /LD-3 FOUNTAIN FT-288 TALL EARTH WEATHERED WOOD FINISH GRAY RECOMMENDATIONS
'
S-03 FOUTNAIN 3 -CUT SHEET COMPANIA INTERNATION FALLING WATER 2 PATTERN:PER DETAIL TBD COMPANIA INTERNATION INSTALL PER MANUFACTURERS
1 /LD-3 FOUNTAIN FT-295 TALL EARTH WEATHERED WOOD FINISH GRAY RECOMMENDATIONS
S-04 FOUTNAIN 4 CUT SHEET COMPANIA INTERNATION LONG BEACH FOUNTAIN PATTERN:PER DETAIL TBD COMPANIA INTERNATION INSTALL PER MANUFACTURERS APPROVED FOR IRRIGATION
1 /LD-3 GFRCFT-1100 TALL EARTH WEATHERED WOOD FINISH GRAY RECOMMENDATIONS
AND PLANTING ONLY,
CUT SHEET GRACIE MODERN ARBOR LARGE SIZE 84" H X 92"W INSTALL PER MANUFACTURERS
INCLUDING PRECISE
S-05 ARBOR 2 /LD-3 ADA ACCESSIBLE PER MANUFACTURER CHARCOAL TERRA TRELLIS RECOMMENDATIONS LOCATION OF PLANTING
AREA.
POOL FINISHES "AS BUILT"
PP-01 COPING POURED IN PLACE COPING LIGHT SAND FINISH (TOPCAST 3 OR EQUAL). DAVIS COLOR OUTBACK 667 N/A PROVIDE 4'X4' MOCK UP
RCE EXP. DATE
2X6" CLASSIC FIELD PORCELAIN TILE 2"X6" :HEATH CERAMICS REVIEWED BY:
PP-02 WATERLINE TILE 6X6 WHITE & BLACK DEPTH MARKERS PER POOL SOLDIER COURSE 2"X6" :G38.2 NIGHT SKY 6X6: PER POOL PLANS PROVIDE SAMPLE
PLANS
. DATE INSPECTOR
SUBM ITTAL LOG ITJI CITY OF CARLSBAD I 2022-10-13 Agency Submittal #1
2022-12-07 Agency Submittal #2 PLANNING.DIVISION
2023-01-20 Agency Submittal #3 LANDSCAPE IMPROVEMENT PLANS FOR:
2023-03-02 Agency Submittal #4 PARK HYATT AVIARA RESORT
HOTEL RENOVATIONS
I D1 1~ -~RT 1.~\'lDSc,q,,_, ◊ ~ (LC-0) -CONSTRUCTION LEGEND Q:--<,;) -.J\S GRAA,16' "1-'?, ~~q I APPROVED: A: 11c;;;
I
--------- -. !!} • -;:., 1/"Lz.7:, ----" rn T.M, DIAL TOLL FREE ~ Sriaure ~
• 1 -800 -422 · 4133 > ,t ate lf. PLANNING
I AT LEAST TWO DAYS (j'l E><µire,s 2-28-25 .;r-DWN BY: 88cl I NU. I oR;;~~;;o I BEFORE YOU DIG ?ii~ ;/' uA,E ., I ,ru. DATE INITIAL DATE INITIAL TG LPC 2022-0025 ~OFCAUfO REVISION DESCRIPTION CHKD BY:
DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWDBY: CD 2022-0020
Expiration Date: l:~Eireii2-~ UNDERGROUND SERVIC E ALERT OF SOUTHERN CALIFORNIA -
Irrigation Valve Schedule
EXISTING PLANTING/IRRIGATION MATERIAL NOTE:
WELO WORKSHEETS Zone ID Hydrozone Detail Symbol Type Manufacturer Series Model Size Note
("city of Development Services ~ ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE LANDSCAPE MANUAL Planning Division EXISTING N/A Other N/A N/A N/A 1 CAPPED AND UNUSED PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY AND Carlsbad APPENDIX F 1635 Faraday Avenue
PER THE LANDSCAPE MANUAL REQUIREMENTS. (442 ) 339-2610 1 CB P-25(C) www.carlsbadca.gov A N/A Sh. 13 / Ll-4 Control / Zone Ra in Bird(R) PGA Series 100-PGA-PRS-D 1 EXISTING SYSTEM; UPDATE VALVE ONLY
B 3 -MEDIUM 3 ~ Zone Kit Ra in Bird(R) Commercial Wide Flow Series XCZ-100-PRB-LC 1 AS-BUILT IRRIGATION NOTE:
Sh. 14 / Ll-5
WATER EFFICIENT LANDSCAPE WORKSHEET 3 ~ IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND
C 1 -LOW Sh.14/Ll-5 Zone Kit Ra in Bird(R) Commercial Wide Flow Series XCZ-100-PRB-LC 1 SHALL BE PREPARED AS REQUIRED BY THE ENGINEERING AND PLANNING This worksheet is filled out by the project applicant and it is a required element of the DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE Landscape Documentation Package. D 1 -LOW 3 ~ Zone Kit Ra in Bi rd(R) Commercial Wide Flow Series XCZ-100-PRB-LC 1 ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL Sh. 14 / Ll-5 AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION FO THE HYDROZONE INFORMATION TABLE
Please complete the hydrozone table(s) fo r each hydrozone Use as many tables as necessary 1 -LOW 3 ~ Zone Kit Rain Bird(R) Commercial Wide Flow Series XCZ-100-PRB-LC 1 CITY, AND FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND
to provide the square footage of landscape area per hydrozone. E Sh. 14 / Ll-5 APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES.
3 ~ Controller Hydrozone* Zone Irrigation Plant Hydrozone % of Total F 1 -LOW Zone Kit Rain Bird(R) Commercial Wide Flow Series XCZ-100-PRB-LC 1 # or Method** Type/Factor*** Area (Sq. Ft.) Landscaped Sh. 14 / Ll-5
Valve {PF) Area 3 ~ . CMWD BACKFLOW NOTE:
1 1 -Low r-:,D,E,F,H D 0.3 2.235 83.5% G 2-LOW Sh. 14 / Ll-5 Zone Kit Rain Bird(R) Commercial Wide Flow Series XCZ-100-PRB-LC 1
1 2 -Low G D 0.3 225 8.5% ALL WATER LINES COMING FROM THE BUILDING SHALL BE PROTECTED AT THE 1 3 -Mod erate B & I D 0.5 153 6% 3 ~ Rain Bird(R) Commercial Wide Flow Series XCZ-100-PRB-LC 1 SOURCE BY AN APPROVED BACKFLOW PREVENTER N/A 4 -High N/A 0 0.8 17 0.5% H 1 -LOW Sh.14/Ll-5 Zone Kit
NIA 5 -High NIA 0 0.8 40 1.5% ~ 1 NIA ~ EXIST. TURF ARE PROTECT Ill.! PLACE (NOT 111.!CLUDED IN SCOPE OF WORK I 3 -MEDIUM 3 Zone Kit Rain Bird(R) Commercial Wide Flow Series XCZ-100-PRB-LC 1 Sh. 14/ Ll-5 TYP. IRRIGATION UTILITIES LAYOUT
1 e Master Rain Bird(R) PESB-R Series 100-PESB-R 1 Sh. 14 / Ll-5 @RIGATION CONTROLLER
Irrigation Outlet Schedule ' V\J'i;~,J~\ED fB00 SM MV .
Symbol Detail Outlet Type Manufacturer Series Model Pattern Arc Note
+ 3 Emitter Rain Bird(R) Pressure-Compensating Module: PC-10 Radial 360° Sh. 13 I Ll-4 . SEE IRRIGATION UTILITIES· MAIN LINE CONNECTION -
Total 2.670 100% ◊ 3 Emitter Rain Bird(R) Pressure-Compensating Module: PC-05 Radial 360° Sh. 13 / Ll-4 VALVE KEY: HYDROZONE KEY • Hydrozone **Irrigation Method ***Plant Factor from WUCOLS Ill or
VLW -Very Low Water Use Plants MS = Micro-spray fist as water feature as appropriate /VALVE LW -Low Water Use Plants S = Spray Irrigation System Component Schedule ' , /GPM SYMBOL WUCOLS MW -Moderate Water Use Plants R = Rotor
HW -High Water Use Plants RO -Rotator
t. VL VERY LOW B= Bubbler ··symbol Detail Type Manufacturer Series Model Note
D= Drip 1 DO opm L LOW
IRPZI
0 = Other EXISTING Backfiow Preventer FEBCO Reduced Pressure Zone EXISTING 1" -LOW M MEDIUM '" ·-;,, ~ ·-HYDROZONE ♦ 1 H HIGH
Flow Sensor Rain Bird(R) FS Series FS100P "---VALVE SIZE Sh. 14 I Ll-5 VH VERY HIGH -4 .
Sh. 14 I Ll-5 Quick Coupler Rain Bird 33 DLRC
~ EXISTING Water Meter Badger EXISTING ZONE FLOW PIPE SIZE
P-25(C) Page 1 of 4 Revised 3/22 0-5 GPM DRIPLINE TUBING or 1/2" PVC
Irrigation Controller Schedule 5-8 GPM 3/4" PVC
Symbol Detail Quantity Manufacturer Series Model Note 8.1 -13 GPM 1" PVC
@] 2 13.1-22GPM 1 114" PVC
Sh. 15 / Ll-6 1 Rain Bird(R) ESP-9V Series ESP9V6 22.1 -30 GPM 1 112" PVC
MAXIMUM APPLIED WATER ALLOWANCE Irrigation POC Schedule
A landscape project subject to the Water Efficient Landscape Ordinance shall include the
Symbol Static Pressure Max Safe Flow Note ACCESSORIES MAWA for the plans, including the calculations used to determine the MAWA. A landscape
pro1ect shall not exceed the MAWA. The MAWA for a landscape project shall be determined by IPoci 13 IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) the fo llowing equations: 75 NO SYMBOL AS APPROVED
Residential: MAWA = (ETo)(0.62)[(0.55 x LA)+ (0.45 x SLA)] Hydrozone Table for Calculating ETWU RAIN BIRD WC-100 OR 3M DBY/Y-6 DIRECT BURIAL WATER-PROOF WIRE NO SYMBOL RAIN BIRD, 3M OR EQUAL Commercial/Industrial: MAWA = (ETo)(0.62)[(0.45 x LA)+ (0.55 x SLA)] Please complete the hydrozone table(s). Use as many tables as necessary. CONNECTORS FOR USI= ON ALL WIRE CONNECTIONS
The abbreviations used in the equation have the following meanings:
MAWA Maximum Applied Water Allowance in gallons per year. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE IETWU\
ETo Evapotranspiration in inches per year. Hydrozone Number (1 -5 with SLA Zone Below -use as many IRRIGATION PIPING DETAIL 0.62 Conversion factor to gallons per square foot. tables as necessarv to complete all hvdrozones\
0.55/045 (x LA) ET adjustment factor (ETAF) for plant factors and irrigation efficiency. Process . Step No. 1 2 3 4 5 SLA EXISTING 1" PRESSURIZED MAINLINE SCH. 40 PVC . CONTRACTOR SHALL ' ------LA Landscaped area includes special landscaped area in square feet. /Below\ VERIFY ALL MAINLINE LOCATIONS -0.45/0.55 (x SLA) The additional ET adjustment factor for a special landscaped area (eg, 1.0 -0.55 Evapotranspiration Rate 44.0 = 045). 1 (Ela)' - - --IRRIGATION LATERALS: SCHEDULE 40 PVC PIPING. SLA Special landscaped area in square feet.
Conversion Factor 2 0.62
I I
2 DRIP LINE: XFCV ON-SURFACE DRIPLINE .6 GPH / 18" EMITTER SPACING Show Calculation: Sh. 13 / Ll-4 (Step 1 x Step 2) 3 27.28 (DRIPLINE GRPHICALLY CHANGES DIRECTION FOR CLARITY ON PLAN) '
MAWA= (ETo)(0.62)[(0.45 x LA) + (0 .55 x SLA)]
Plant Factor (PF)" ' 0.8 0.8 APPROVED FOR IRRIGATION (From WUCOLS ) (VLW 4 0.3 0.3 0.5 -------------DRIP LINE: XFCV ON-SURFACE DRIPLINE .6 GPH I 18" EMITTER SPACING -HW\ 10.1 -0 8\
MAWA= (44.0)(0.62)[(0.45 X 2,670) + (0.55 x 1)] Area of Hydrozone (sq 5 2,235 225 153 17 40 PVC PIPE SCH. 40 SLEEVING, TWICE (2X) THE DIAMETER OF PIPE OR WIRE 1 AND PLANTING ONLY, ft) (HA) --------
MAWA= (44.0)(0.62)[(1,201.5) + (0.55)] --------BUNDLE CARRIED -EXTEND 18" BEYOND EDGE OF PAVING & PLACE BELOW Sh. 15 / Ll-6 INCLUDING PRECISE (Step 4 x Step 5) 6 670.5 67.5 76.5 13.6 32
ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S MAWA= 32,791 gallons per year Irrigation Efficiency 7 0.8 0.8 0.8 1.0 1.0 AUTHORIZED REPRESENTATIVE. LOCATION OF PLANTING (IE)***
(Step 6 + Step 7) 8 838.1 84.3 95.63 13.6 32 A) SLEEVE UNDER ROADS: 6" OR LESS IN DIAMETER-36" COVER, GREATER AREA.
(Total All Step 8 + Total 1,063.63 THAN 6" DIAMETER-48" COVER, SCHEDULE 80 PVC
"AS BUILT" SLA sq. ft. in Step 5) 9 B) SLEEVES UNDER PAVING (NON-ROADS); LESS THAN 3" IN DIAMETER-18"
(Step 3 x Step 9) COVER, 3"-5 1/2" DIAMETER -24" COVER, 6" OR GREATER IN DIAMETER-36"
Estimated Total Water COVER, SCHEDULE 40 PVC . Use in gallons per year 10 29,016 C) CONTROL WIRES LOCATED UNDER STREETS OR OTHER PERMANENT (ETWU) -Total shall not
exceed MAWA IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES. RCE EXP. DATE
[:e::J ETo* ***IE KBI BTU-1000-E BLOCKED TRUE UNION BALL VALVE OR EQUAL REVIEWED BY: West of 1-5 = 40. 0 Micro-spray= . 80
MAXIMUM APPLIED WATER ALLOWANCE= 32•791 East of 1-5 and West of El Camino Real = 44. o Spray= 55 GALLONS PER East of El Camino Real = 47.0 Rotor= .70 INSPECTOR DATE YEAR Applicant may provide a different ETo if supported Bubbler= .75
by documentation subject to approval by the City Drip= .80 SUBMITTAL LOG CTJI CITY OF CARLSBAD
I
Planning Division Applicant may provide a different IE 1f supported by 2022-10-13 Agency Submittal #1 documentation subject to approval by the City 2022-12-07 Agency Submittal #2 PLANNING DIVISION
Planning D1v1s1on (Turf and Landscape lrngation
2023-01-20 Agency Submittal #3 ' LANDSCAPE IMPROVEMENT PLANS FOR: Best Management Practices, April 2005)
** Plant Factor & Water Use 2023-03-02 Agency Submittal #4 PARK HYATTAVIARA RESORT 0. 1 = VLW -Very Low Water Use Plants HOTEL RENOVATIONS 0.3 = LW -Low Water Use Plants DIGA ~RT O 1,/'>l'IDSC~ 0. 5 = MW -Moderate Water Use Plants (Ll-0) -IRRIGATION LEGEND, NOTES & MWl;:LO CALCS 9:«J -.J\S GRA.tJ.s. -'y~ 0 8 = HW -High Water Use Plants /j ..._cir A ~,?Q q, I APPROVE□:;&,.,._ i Q-.. ---
I
P-25(C) Page 2 of4 Revised 10/21 . -----'!2! ~-::\ --z /11/2., . --- -.------"' rn r.M. DIAL TOLL FREE \!,! ""'~';;)"%,:;.. '1 I• 1 -800 - 422 -4133 * ... ~ r u;,ite * PLANNING
n AT LE AST TWO DAYS ,Jl0?: EApiras 2-28-25 ~~~ DWN BY: B~t:l • I ,~U.
I DR;;~~~;o· 1 BEFORE YOU DIG "n'" ""' ,..-~ DATE INITIAL DATE INITIAL CHKD BY: TG LPG 2022-0025 S' 0FcAur0 REVISION DESCRIPTION DESIGNER OF WORK CITY APPROVAL RVWD BY: CD 2022-0020 OTHER APPROVAL
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Expiration Date: E:!e!ms 2-28-26
•
L CONTRACTOR'S IRRIGATION WORK RESPONSIBILITIES:
A. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE
IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.
B. CONFORMANCE: ALL IRRIGATION WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY
AND/OR STATE CODES, REGULATIONS AND RULES.
C. LICENSE: ALL WORK SHALL BE PERFORMED BY A STATE LICENSED LANDSCAPE
IRRIGATION CONTRACTOR.
D. SITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL
VERIFY, AT TI-IE SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS
NECESSARY TO ACHIEVE THE INTENDED DESIGN OF THE IRRIGATION SYSTEM. ANY
DISCREPANCIES SHALL BE REPORTED TO TI-IE OWNER (JOB SUPERINTENDENT)
IMMEDIATELY.
E. POINT OF CONNECTION VERIFICATION: THE CONTRACTOR SHALL VERIFY THE STATIC
PRESSURE, METER SIZE· AND SIZE OF SERVICE TO METER (P.Q.C.) AT EACH POINT OF
CONNECTION PRIOR TO THE COMMENCEMENT OF WORK.
F, FIELD STAKING: PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES
OR OTHER MEANS ALL PRESSURE SUPPLY LINES, CONTROL EQUIPMENT, SHRUB I TURF
DELINEATIONS AND HEADS FOR APPROVAL BY THE OWNER (JOB SUPERINTENDENT) AND
LANDSCAPE ARCHITECT .•
G. COORDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF HIS ACTIVITIES WITH ALL OTHER TRADES THROUGH THE OWNER (JOB
SUPERINTENDENT).
H. INTENDED DESIGN COVERAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COMPLETION, MODIFICATION OR REVISIONS OF THE SYSTEMS AS NECESSARY TO
MAINTAIN THE CONSISTENT COVERAGE DESIGN OF THE CONTRACT DOCUMENTS. ANY
DEVIATION FROM THE CONTRACT DOCUMENTS SHALL HAVE TI-IE PRIOR WRITTEN
APPROVAL OF TI-IE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT.
I. IRRIGATION PLANS: THE IRRIGATION PLANS, INCLUDING PIP.ING AND EQUIPMENT
LOCATIONS, ARE DRAWN DIAGRAMMATICALLY. THE CONTRACTOR SHALL MAKE MINOR
ADJUSTMENTS TO THE SYSTEM AS REQUIRED TO AVOID PHYSICAL ELEMENTS AND
CONFORM TO THE SITE CONDITIONS. IN ALL CASES, THE CONTRACTOR SHALL INSURE
THAT THERE ARE NO .CONFLICTS BETWEEN THE IRRIGATION SYSTEM PLANTING
ELEMENTS, CONSTRUCTION ELEMENTS, AND EXISTING UTILITIES.
J. ALL SPRAY SYSTEMS REQUIRE 100% DOUBLE COVERAGE PER THE DEPARTMENT OF WATER
RESOURCES AB 1881 REQUIREMENTS. NOTE ALL OVERHEAD SPRAY AREAS MAY BE SUBJECT TO A
THIRD PARTY IRRIGATION AUDIT. IRRIGATION ADJUSTMENTS AND ADDITlON OF HEADS TO ACHIEVE
UNIFORM COVERAGE SHALL BE INCLUDED IN THE CONTRACTORS BID/CONTRACT
K. ELECTRICAL CONNECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL
ELECTRICAL CONNECTION FROM POWER SOURCE TO CONTROLLERS.
L. AS BUil TS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'AS
BUil T' RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY
CHANGE FROM THE ORIGINAL DRAWINGS. DRAWINGS SHALL SHOW APPROVED
SUBSTITUTIONS AND FINAL CHANGES, IF ANY, OF MATERIAL INCLUDING MANUFACTURER'S
NAME AND CATALOG NUMBER. BEFORE THE TIME OF THE FINAL INSPECTION, TI-IE
CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM TI-IE 'AS BUILT' SET AND FIELD
STAKING OF ALL EQUIPMENT LOCATED ON THE MAINLINE AND CONTROL WIRE LOCATION
TO A REPRODUCIBLE PLAN, PROCURED FROM THE OWNER (JOB SUPERINTENDENT) AND
LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. THE CONTRACTOR
SHALL CERTIFY REPRODUCIBLES AS TO ACCURACY AND COMPLETENESS. ALL WORK
SHALL BE NEAT AND LEGIBLE AND SUBJECT TO TI-IE REVIEW OF THE LANDSCAPE
ARCHITECT AND APPROVED BY THE OWNER.
1. THE CONTRACTOR SHALL DIMENSION FROM 2 PERMANENT POINTS OF REFERENCE,
(IE: BUILDING CORNERS, SIDEWALK OR ROAD INTERSECTIONS ETC.) THE LOCATION OF
THE FOLLOWING ITEMS:
a. POINT OF CONNECTION.
b, ELECTRICAL SERVICE CONNECTION,
c. GATE VI\LVE
d. ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION .AT EVERY CHANGE IN
DIRECTION I FITTING LOCATION)
e. SPRINKLER CONTROL VALVES.
f. ROUTING OF CO!iTROL WIRING.
g. QUICK COUPLING VALVES.
M. CONTROLLER CHARTS: PROVIDE 2 CONTROLLER CHARTS FOR EACH CONTROLLER. THE
CHART SHALL BE A REDUCED DRAWING OF THE APPROVED AS-BUil T AND SHALL SHOW
THE AREA CONTROLLED BY THE CONTROLLER THE CHART SHALL INDICATE WITH A
DIFFERENT COLOR THE AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND
APPROVED BY THE OWNER, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN 2
PIECES OF 10 MIL PLASTIC AND TURNED OVER TO TI-IE OWNER WHO WILL PLACE ONE
COPY INSIDE THE CONTROLLER DOOR.
N. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION
THAT THE IRRIGATION SYSTEM IS INSTALLED FREE FROM DEFECTS IN MATERIALS AND
WORKMANSHIP AND IN FULL COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS.
THIS SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS IRRIGATION AND STATE
LICENSED CONTRACTOR'S LICENSE NUMBER
0. TURNOVER ITEMS: THE CONTRACTOR SHALL SUPPLY TO THE OWNER (JOB
SUPERINTENDENT), AS A PART OF THIS CONTRACT, THE FOLLOWING ITEMS PRIOR TO THE
TIME OF THE FINAL SITE OBSERVATION:
1. A REPRODUCIBLE SET OF "AS BUILT' DRAWINGS.
2. THE ORIGINAL OF ANY GUARANTEE LETTERS.
3. THE ORIGINAL OF THE CERTIFICATION LETTER
4. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER.
5. TWO (2) SETS OF ANY SPECIAL EQUIPMENT REQUIRED FOR OPERATING, ADJUSTING,
ASSEMBLING AND REMOVING EACH TYPE OF EQUIPMENT SUPPLIED ON THIS PROJECT
AS REQUESTED BY THE OWNER
6. TWO (2) QUICK COUPLER QUILLS AND HOSE SWIVEL.
P. OPERATION AND MAINTENANCE MANUALS: PRIOR TO COMPLETION OF CONSTRUCTION,
THE CONTRACTOR SHALL PREPARE ONE (1) DIGITAL ELECTIRONIC COPY AND A HARD
COVER BINDER WITH THREE (3) RINGS CONTAINING THE FOLLOWING INFORMATION:
1. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF
EQUIPMENT WITI-1 NAME AND ADDRESSES OF LOCAL MANUFACTURER'S
REPRESENTATIVES ..
2. CATALOG AND PARTS SHEET ON EVERY TYPE OF MATERIAL AND EQUIPMENT BEING
INSTALLED. .
3. COMPLETE OPERATI_NG AND MAINTENANCE INSTRUCTION ON ALL MAJOR EQUIPMENT.
II. REQUIRED FIELD OBSERVATION WORK:
A. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE
UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE BRIGHTVIEW DESIGN GROUP
TO PROVIDE "FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES
DURING CONSTRUCTION. FAILURE TO USE BRIGHTVIEW DESIGN GROUP TO PROVIDE AND
COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY
INCREASE THE RISK OF LOSS RESULTING, AMONG 'OTHER CAUSES, FROM
MISINTERPRETATION OF THE INTENT OF TI-IE DESIGN, UNAUTHORIZED MODIFICATIONS
THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND
SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUILT INTO THE PROJECT.
THEREFORE, IN THE EVENT THAT BRIGHTVIEW DESIGN GROUP IS OTHERWISE PRECLUDED
FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH !"IEREIN, THE OWNER,
OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED
THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND
DEFEND BRIGHTVIEW DESIGN GROUP FROM AND AGAINST ANY AND ALL CLAIMS.
..
.' .
. ..
Ill. LANDSCAPE ARCHITECT'S IRRIGATION
FIELD OBSERVATION SCHEDULE:
A. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE
INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER ~OB
SUPERINTENDENTl. THE CONTRACTOR SHALL NOTIFY THE OWNER JOB
SUPERINTENDENT AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HO RS
IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION AT TI-IESE
PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR
MODIFICATION 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.
B. CONTRACTOR ORIENTATION/PRE-CONSTIRUCTION MEETING: THIS MEETING SHALL BE
CONDUCTED TO DISCUSS THE PLANS AND SPECIFICATIONS, POSSIBLE DISCREPANCIES,
SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT IRRIGATION WORK SUCH AS
PERSONNEL, SCHEDULE AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE
MEETING, THE CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE
CONDITIONS AND THE PLANS, DETAILS AND SPECIFICATIONS,
C. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT: THIS OBSERVATION SHALL BE
PERFORMED BY THE OWNER (JOB SUPERINTENDENT) FOLLOWING STAKING OF ALL
PRESSURE MAINLINE AND CONTROL EQUIPMENT, VERIFICATION OF ALL SITE CONDITIONS
AND PRIOR TO ANY TRENCHING. ANY DISCREPANCIES NOT PREVIOUSLY NOTED SHALL BE
CORRECTED AT TH IS TIME TO THE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT)
AND LANDSCAPE ARCHITECT AT THE C_ONTRACTOR'S EXPENSE.
D. IRRIGATION MAINLINE AND PRESSURE TEST: THIS OBSERVATION IS FOR THE PURPOSE OF
REVIEWING ALL MAINLINE LAYOUT FOR CONFORMANCE TO SPECIFICATIONS AND
VERIFYING THE WATER TIGHTNESS OF PRESSURE SYSTEMS PRIOR TO BACKFILLING
TRENCHES. PRESSURE TESTS MUST CONFORM TO MANUFACTURER'S SPECIFICATIONS.
ALL PRESSURE LINES SHALL BE TESTED UNDER A SUSTAINED HYDROSTATIC PRESSURE
OF 150 POUNDS PER SQUARE INCH FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS,
THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER (JOB
SUPERINTENDENT) TO MANUFACTURER'S ACCEPTED TESTING PROCEDURES AND
APPROVED IN WRITING BY THE OWNER (JOB SUPERINTENDENTI, PRIOR TO BACKFILLING
ANY TRENCHES. CONTRACTOR SHALL FURNISH NECESSARY FORCE PUMP AND ALL OTHER
NECESSARY TESTING EQUIPMENT,
E, PROGRESS INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY OWNER (JOB
SUPERINTENDENT) DURING THE LAYOUT OF ALL LATERAL LINE SYSTEMS, WITH TRENCHES
OPEN TO VERIFY CONFORMANCE TO DETAILS, DEPTH OF PIPE AND EQUIPMENT
ASSEMBLIES.
F. IRRIGATION COMPLETION/COVERAGE TEST: THIS OBSERVATION IS TO INSURE
CONFORMANCE OF ALL IRRIGATION EQUIPMENT WITH IRRIGATION CONTRACT DOCUMENTS
AND WILL CONSIST OF OPERATION OF EACH SYSTEM TO INSURE INTENDED COVERAGE.
THE CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE
AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND BUILDINGS, ETC. PRIOR TO
THIS OBSERVATION, THIS MAY INCLUDE CHANGES IN NOZZLE SIZES AND DEGREE OF ARC
TO OPTIMIZE OPERATION.
G. IRRIGATION AUDIT -AN IRRIGATION THIRD PARTY AUDIT SHALL BE PERFORMED IF REQUIRED BY
THE APPROVING AGENCY. ALL AUDIT MATERIALS WILL BE PROVIDED BY OTHERS. THE
CONTRACTOR SHALL ATTEND THE AUDIT AND PROVIDE SUPPORT TO THE AUDITOR. THE
IRRIGATION CONTRACTOR SHALL INCLUDE IN HIS CONTRACT MATERIALS AND LABOR TO COMPLY
WITH THE AUDITORS REQUIREMENTS TO PASS THE AUDIT REQUIREMENTS.
IV. SCOPE OF LANDSCAPE CONSTRUCTION:
A BASE SHEETS:
1. BASE SHEETS WERE DERIVED FROM PLANS:
PREPARED BY:
TITLED: FUSCOE & WATG
COPIES AVAILABLE FROM OWNER UPON REQUEST
B. WATER INFORMATION:
1. WATER INFORMATION WAS DERIVED FROM:
MR/MS: GREG BARKER & MICHAEL ESPUDO
OF: SPERBER LANDSCAPE COMPANIES & CMWD
PHONE: DATE:
C. GENERAL IRRIGATION NOTES:
1. SPECIFIED EQUIPMENT: ALL EQUIPMENT SHALL BE AS LISTED IN THE LEGEND AND INSTALLED AS
PER DETAILS AND SPECIFICATIONS, OR MANUFACTURER'S RECOMMENDATION. ANY
SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY OWNER (JOB SUPERINTENDENT) AND
LANDSCAPE ARCHITECT PRIOR TO ORDERING OR INSTALLATION.
2, ALTERNATE ITEMS: APPROVAL OF ANY ITEM OR ALTERNATE ITEM INDICATES ONLY THAT IT
APPARENTLY MEETS THE REQUIREMENTS OF THE DRAWINGS ON THE BASIS OF THE
INFORMATION SUBMITTED, AND DOES NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY
FOR THE EQUIPMENT'S SUCCESSFUL OPERATION.
3. MANUFACTURER'S WARRANTY: MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE
CONTRACTOR OF THIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES WILL ONLY
SUPPLEMENT THE GUARANTEE.
4. SOLVENT WELD MAINLINE PIPE: PRESSURE MAINLINE PIPE SIZED 1-112" AND SMALLER SHALL BE
IPS PRESSURE RATED PVC 1120 SCHEDULE 40 RATED PIPE. PRESSURE MAINLINE PIPE SIZED
TWO INCHES (2")AND LARGER SHALL BE IPS PRESSURE RATED PVC 1120 SOR 13.5 315 PSI RATED
PIPE PVC (CLASS 315) CONFORMING TO MATERIALS ASTM D1784 AND PRODUCT DESIGN ASTM
D2214 FOR SDR 315 AND ASTM 1784 FOR SCHEDULE 40 PIPE, BURIED . A MINIMUM OF
TWENTY-FOUR INCHES (24") DEEP WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED,
TYPE 1, GRADE 1 (PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784).
.'
5, LATERAL LINE PIPE: NON-PRESSURE BURIED LATERAL LINE PIPE SHALL BE PRESSURE RATED
PVC 1120 SDR 21 200 PSI RATED PIPE CONFORMING TO MATERIALS ASTM D1784 AND PRODUCT
DESIGN ASTM D2214 FOR SOR 21 PIPE 200 PSI RATED PIPE CONFORMING TO MATERIALS ASTM
D1784 AND PRODUCTS DESIGN ASTM D2214 FOR SDR 21 PIPE 200, BURIED A MINIMUM OF 12" DEEP
WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED, TYPE 1, GRADE II PVC COMPOUND
CONFORMING TO ASTM RESIN SPECIFICATION D1784.
6, GASKET SEAL MAINLINE PIPE: PRESSURE MAINLINE PIPE SIZED FOUR INCHES (4") AND LARGER
SHALL BE IPS PRESSURE RATED PVC 1120 SOR 21 200 PSI RATED PIPE, CONFORMING TO
MATERIALS ASTM D1784, PRODUCT DESIGN ASTM 02214, GASKET JOINT ASTM DB139, GASKET
ASTM F477 CELL CLASS ASTM 1245A, BURIED A MINIMUM OF TWENTY FOUR INCHES (24") BELOW • FINISH GRADE WITH THRUST BLOCKS PER MANUFACTURER'S INSTRUCTIONS. . ' .
I , SOLVENT CEMENT: SOLVENT PRIMER SHALL CONFORM TO ASTM D-2564 SOLVENT CEMENT
SHALL CONFORM TO ASTM D2564.
8, SOLVENT FITTINGS: SOLVENT FITTINGS SHALL BE SCHEDULE 40 PRODUCED FROM PVC TYPE 1
CELL CLASSIFICATION B2454-B,
9. THREADED FITTINGS: THREADED FITTINGS SHALL BE SCHEDULE 40 AND THREADED NIPPLES
SHALL BE SCHEDULE 80, PRODUCED .FROM PVC TYPE 1 CELL CLASSIFICATION 12454-8, USE
PERMATEX #51fTEFLON TAPE OR APPROVED PIPE JOINT COMPOUND PER FlmNGS
MANUFACTURER'S RECOMMENDATIONS.
10, STEEL PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE 40 MILLED STEEL SCREWED PIPE
WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON FITTINGS. .
11. STEEL PIPE BELOW GRADE: ALL GALVANIZED PIPE AND FITTINGS INSTALLED BELOW GRADE
SHALL BE COATED WITI-1 TWO (2) COATS OF KOPPERS #50 BITUMASTIC,
SUBMITTAL LOG
.
2022-10-13 Agency Submittal #1
2022-12-07 Agency Submi/tal #2
2023-01-20 Agency Submittal #3
2023 -03-02 Agency Subm ittal #4
.DIG -~RT 1,.~"1DSC4;., · Q ~ . ~«), -.J\S GR.'1~,1,& -1-:8: If k<if' 6467 ,::-ic, q_ -----.. &~/4 iii -------T.M. DIAL TOLL FREE ~ ,..,, )J~:;,,,_ ~ '1
' 1 -800 -422 -4133 14-~/Date ,. * ~ AT LEAST TWO DAYS u'.a,l': B<pirss 2-28-25 R-,-~"f"
BEFORE 'you DIG un ,c
11. STEEL PIPE BELOW GRADE: ALL GALVANIZED PIPE AND FITTINGS INSTALLED BELOW
GRADE SHALL BE COATED WITH TWO (2) COATS OF KOPPERS #50 BITUMASTIC.
12. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE 85% RED BRASS, AMERICAN
NATIONAL STANDARD INSTITUTE (ANSI), SCHEDULE 40 SCREWED PIPE. FITTINGS SHALL BE MEDIUM
BRASS, SCREWED, 125 POUND CLASS,
13. COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE TYPE K, (HARD) ASTM B88 SOLDER
FITTINGS IN ACCORDANCE WITH ANSI 816.22, OLDER JOINTS SHALL BE 45% SILVER, 15% COPPER,
16% ZINC, 24% CADMIUM AND SOLIDUS AS 1125oF AND LIQUIDS AT 1145oF,, CONFORMING TO ASTM
B206 AND FS QQ-B-655C,
14. METAL PIPE JOINTS: ALL CONNECTIONS TO BE SEALED WITH PIPE JOINT COMPOUND FOR
METAL JOINTS.
15. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE
ELECTRIC CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL COPPER WIRE AWG-U.F. 600
VOLT UL APPROVED. MINIMUM SIZE IS #14 AWG, BURIED TWENTY FOUR (24") INCHES BELOW
GRADE. USE DIFFERENT COLOR CONTROL WIRE FOR EACH CONTROLLER. COMMON WIRES SHALL
BE WHITE OR A DIFFERENT COLOR FROM THE CONTROL WIRES FOR EACH OF AUTOMATIC
CONTROLLER ON TI-IE SITE,
(OR)
16. TWO (2) WIRE IRRIGATION CONTROLLERS UTILIZE A JACKETED 2 WIRE CABLE FOR
IRRIGATION CONTROLLERS NOTED ON THE PLANS AS "2 WIRE CONTROLLERS. WHERE NOTED THE
WIRE RUNS SHALL BE INSTALLED IN A PVC CONDUIT WITH PULL-BOXES EVERY 200' MAXIMUM,
PROVIDE ADDITIONAL PULL-BOXES AT CHANGES IN DIRECTIONS AND STREET/MEDIAN CROSSINGS,
1Z., WIRE/CABLE WIRE/CABLE IS TYPICALLY 14 GAUGE. EACH CONTROLLER MANUFACTURER
HASSPECIFIC SPECIFICATIONS FOR THE APPROVED WIRE/CABLE FOR THEIR CONTROLLER. WIRE/
CABLE SHALL DIFFERENT COLORS AND BE A SEPARATE RUN FOR EVERY 24 STATIONS (IN LINE/SERIES)
ON TI-IE MAINLINE. EXAMPLE: A 48 STATION CONTROLLER SHALL HAVE 2 DIFFERENT HOMERUN WIRE
FROM THE IRRIGATION CONTROLLER TO THE REMOTE CONTROL VALVES,
b. WIRE/CABLE SPLICES/CONNECTORS: THE CONTRACTOR SHALL BE "CERTIFIED" BY THE
CONTROLLER MANUFACTURER TO INSTALL THE 2 WIRE COMPONENTS, PROPRIETARY TOOLS,
WATERPROOF WIRE CONNECTORS AND TECHNIQUES ARE UNIQUE TO EACH
MANUFACTURER. THE CONTRACTOR IS EXPECTED TO BE KNOWLEDGEABLE AT INSTALLING
THE 2 WIRE SYSTEM IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS .
c. SURGE PROTECTORS/GROUND RODS: INSTALL SURGE PROTECTORS/GROUND RODS PER THE
MANUFACTURES SPECIFICATIONS. NOTE: EACH CONTROLLER MANUFACTURER HAS
DIFFERENT REQUIREMENTS.
d. DECODERS: EACH CONTROLLER MANUFACTURER HAS DIFFERENT DECODER CONFIGURATIONS
AND SPACING REQUIREMENTS. REFER TO THE PLANS AND THE CONTROLLER
MANUFACTURERS DECODER REQUIREMENTS. ·
e. REWORK: THE CONTRACTOR IS RESPONSIBLE FOR LABOR AND MATERIALS SHOULD REWORK OF
THE INSTALLATION BE REQUIRED.
17. SPARE CONTROL WIRE FOR CONVENTIONAL CONTROLLER: PROVIDE FOUR (4) UNUSED #14 AWG
WIRES FROM EACH CONTROLLER TO THE LAST VALVE ON EACH SYSTEM. WHEN THE SYSTEM
SPLI TS INTO.'DIFFERENT DIRECTIONS WITHIN 100 FEET OF THE CONTROLLER PROVIDE FOUR (4)
SPARE #14 AWG WIRES FROM THE CONTROLLER FOLLOWING EACH DIRECTION OF THE
IRRIGATION MAINLINE. PROVIDE A THIRD (3RD) COLOR_ WIRE OR MARK THE WIRES "SPARE" IN THE
CONTROLLER CABINET,
18, WIRE TRENCH: WIRING SHALL OCCUPY THE SAME TIRENCH AND SHALL BE INSTALLED ALONG THE
SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. THE WIRES
SHALL BE TAPED TOGETHER AT INTERVALS NOT EXCEEDING TEN (10) FEET.
19. EXPANSION CURL: A TWELVE INCH (12") EXPANSION CURL SHOULD BE PROVIDED WITHIN THREE
(3) FEET OF EACH WIRE CONNECTION AND AT LEAST EVERY ONE HUNDRED (100) FEET OF WIRE
LENGTH, AT STREET CROSSINGS AND GATE VALVE LOCATIONS THE CONTRACTOR SHALL.BRING
ALL THE WIRES TO GRADE AND PROVIDE A 12" EXPANSION CURL COVERED BY A RECTANGULAR
VALVE BOX MARKED "IRRIGATION WIRE'.
20. WIRE SPLICES: ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK #3577 CONNECTOR SEALING
PACKS, PEN-TITE WIRE CONNECTOR, OR APPROVED EQUAL. USE ONE SPLICE PER CONNECTOR.
ALL SPLICES SHALL BE MADE AT VALVES OR CONTROLLER. NO OTHER SPLICES WILL BE
ALLOWED UNLESS APPROVED BY THE OWNER (JOB SUPERINTENDENT), ALL SPLICES NOT AT
VALVES, SHALL BE MADE IN A RECTANGULAR VALVE BOX MARKED 'IRRIGATION WIRE'.
21. TRENCHES: DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF
TRENC!-1. LAY PIPE TO AN EVEN GRADE,
22. BACKFI.LL: , THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE
PERFORMED. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH APPROVED MATERIALS, FREE
FROM CLODS OF EARTH OR STONES TWO INCH.ES (2") OR LARGER. BACKFILL SHALL BE
MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND
SHALL CONFORM TO ADJACENT SURFACE GRADES Wl:THOUT IRREGULARITIES.
23. LINES UNDER PAVING: ALL IRRIGATION LINES, VALVES AND WIRING RUNS SHOWN ON PLANS IN
THE STREET, PAVED AREAS AND UNDER HARDSCAPING ARE DIAGRAMMATIC, INSTALL THESE
LINES, VALVES AND WIRING RUNS IN PLANTING AREAS EXCEPT WHERE IT IS OBVIOUS THAT TI-IEY
MUST CROSS THAT PAVED AREA TO GET FROM ONE PLANTING AREA TO ANOTHER OR UNLESS
NOTED OTHERWISE.
24. STREETS: WHERE ANY CUTTING OR BREAKING OF CONCRETE OR OTHER PAVING SURFACE IS
NECESSARY, IT SHALL BE DONE AND REPLACED TO MATCH THE EXISTING WORK TO THE
OWNER'S (JOB SUPERINTENDENT'S)SATISFACTION, BY THE CONTRACTOR.
25. SLEEVES: SLEEVES SHALL BE INSTALLED UNDER ALL STREETS AND PAVEMENT WIDER THAN
SEVEN . FEET (7') PER TI-IE IRRIGATION PLAN. THE CONTRACTOR SHALL COORDINATE THE
INSTALLATION OF SLEEVES WITI-1 THE OWNER (JOB SUPERINTENDENT) PRIOR TO THE PAVING
BEING INSTALLED.
26. SLEEVE/PIPE COVER: ALL WIRE, PRESSURE AND NON-PRESSURE PIPE INSTALLED UNDER
ASPHALTIC CONCRETE PAVING SHALL BE INSTALLED IN CLASS 315 PVC SLEEVES BURIED A
MINIMUM OF TWENTY-FOUR INCHES (24") BELOW THE ROAD BED OR AS REQUIRED BY THE
GOVERNING AGENCY AND BACKFILLED PER GEOTECHNICAL REPORT SPECIFICATIONS.
27. PIPE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES (6") FROM EACH
OTHER. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER.
28. CONTROL VALVES: INSTALL EACH CONTROL VALVE IN A SEPARATE LOCKING VALVE BOX WITH A
MINIMUM OF TWENTY FOUR INCHES (24') BETWEEN VALVE BOXES, AND A MINIMUM OF EIGHTEEN
INCHES (16") BETWEEN VALVE BOXES AND ANY WALK OR STRUCTURE
29. E TAL T
BEEN FLUSHED TO THE COMPLETE SATISFACTION OF.THE OWNER (JOB SUPERINTENDENT),
H AD INS LATION IRRIGATION HEADS SHALL BE INS ALLED ONLY AFTER THE SYSTEM HAS
30. HEAD SPACING: SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE
DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE
MANUFACTURER.
31. INSTALLATION ANGLE OF IRRIGATION HEAD: ALL SPRINKLER HEADS SHALL BE SET
PERPENDICULAR TO FINISHED GRADES UNLESS OTI-IERWISE DESIGNATED ON THE PLANS. . -,,
32 . PIPE ON GRADE: ALL PIPE ON GRADE SHALL BE SECURED TO SLOPE SURFACES AT 10' O.C. AND
TO FLAT AREAS AT 20' O.C. MAXIMUM WITH 114 X 24" REBAR WITH 'J' HOOKED RADIUS AT ONE END
TO HOLD PIPE SECURELY IN PLACE.
33. IRRIGATION SYSTEM REQUIREMENTS PRIOR TO PLANTING: THE ENTIRE SPRINKLER IRRIGATION
SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION PRIOR TO THE START OF ANY PLANTING
WORK AND AN IRRIGATION COVERAGE TEST SHALL ALSO BE PERFORMED BY THE LANDSCAPE
ARCHITECT PRIOR TO THE START OF ANY PLANTING,
. GJ I
APPROVED FOR IRRIGATION
AND PLANTING ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD
PLANNING DIVISION
.. LANDSCAPE IMPROVEM ENT PLANS FOR:
PARK HYATT AVIARA RESORT
HOTEL RENOVATIONS
.
(Ll-7) -IRRIGATION SPECIFICATIONS
I APPROVED ~ i<qt<<-.-"lh lz..,
' .. PLANNING
OWNBY: 881:l .-"KUJt=L I NU
"~' 1 ,,, .. DATE INITIAL DATE INITIAL IG LPC 2022-0025 CHKD BY:
I
I
I DR;;~~:;□ I f:: OP cAur0 REVISION DESCRIPTION DESIGNER OF WORK OTHER APP ROVAL CITY APPROVAL RVWD BY: CD 2022-0020
Expiration Date: hpiro~ 2 28-26 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -
I. CONTRACTOR'S LANDSCAPE WORK RESPONSIBILITIES:
A. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
TRANSPORTATION AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL PLANTING
ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.
B, CONFORMANCE: ALL PLANTING WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY
AND/OR STATE CODES, REGULATIONS AND RULES.
C. LICENSE: ALL WORK SHALL BE PERFORMED BY A C-27 CALIFORNIA LICENSED CONTRACTOR.
D. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR
ANY AND ALL PERMITS, AND AGENCY INSPECTIONS AS REQUIRED.
E. INSURANCE: THE CONTRACTOR SHALL CARRY ALL WORKMEN'S COMPENSATION, PUBLIC
LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES,
REGULATIONS AND BY THE OWNER (JOB SUPERINTENDENT).
F. SITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL
VERIFY, AT THE SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING
THE INTENDED DESIGN OF THE LANDSCAPE WORK ANY DISCREPANCIES SHALL BE
REPORTED TO THE OWNER (JOB SUPERINTENDENT) IMMEDIATELY.
G. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT -OF-WAYS, EASEMENTS, SETBACKS
OR ANY OTHER LEGAL PROPERTY RESTRICTION EITHER MARKED OR UNMARKED.
H. COORDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF REQUIRED ACTIVITIES WITH ALL OTHER TRADES THROUGH THE OWNER
(JOB SUPERINTENDENT).
I. FIELD STAKING: PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES, OR
OTHER MEANS, ALL CONTAINER TREES, SHRUBS AND VINE LOCATIONS AND HEADER
BOARD/MOW CURB LAYOUT FOR APPROVAL BY THE OWNER (JOB SUPERINTENDENT) AND
LANDSCAPE ARCHITECT.
J. NOTIFICATION OF DISCREPANCIES: ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS
AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE
SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE
OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK
RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN
RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING.
ANY CONTINUATION OF WORK JS AT THE CONTRACTOR'S RISK AND EXPENSE.
K. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES,
CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR
UNMARKED, AND SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN MANNER
ACCEPTABLE TO THE OWNER (JOB SUPERINTENDENT).
L. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS
TO EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND
ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER (JOB SUPERINTENDENT).
M. WRITTEN GUARANTEE: ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO
MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF
FINAL ACCEPTANCE OF PROJECT. THE CONTRACTOR SHALL. PROVIDE A WRITTEN
GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION.
N. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION
THAT THE PLANTING WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT
DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR
SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATION SHALL BE ON THE CONTRACTOR'S
LETTERHEAD WITH HIS SIGNATURE AND CALIFORNIA C-27 CONTRACTOR'S LICENSE
NUMBER.
0 . PLANT MATERIALS APPROVAL: THE CONTRACTOR SHALL, WITHIN FIFTEEN (15) WORKING
DAYS FOLLOWING AWARD OF CONTRACT, SUBMIT TO THE OWNER AND LANDSCAPE
ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND FLATTED GROUNDGOVER
MATERIAL. THE LIST SHALL INCLUDE EACH TREE, SHRUB AND GROUNDCOVER; THEIR
BOTANICAL AND COMMON NAME; EACH REQUIRED QUANTITY AND SIZE; THEIR NURSERY
SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; THEIR SPECIFICATIONS
AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE FOOT (1') ABOVE GRADE (FOR TREES).
A REPRESENTATIVE PHOTO OF EACH REQUIRED TREE SHALL ACCOMPANY THE SUBMITTAL.
P. STATE CIVIL CODE TITLE 7: TO THE EXTENT THAT THIS PROJECT IS GOVERNED BY TITLE 7
OF THE STATE CIVIL CODE, THE CONTRACTOR SHALL CONFORM WITH THE FUNCTIONALITY
REQUIREMENT OF TITLE 7 OF THE CIVIL CODE.
11. OWNER'S CONSTRUCTION WORK RESPONSIBILITIES:
A. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE DIREGTL Y RESPONSIBLE FOR ALL
ASPECTS OF CONSTRUCTION INCLUDING ALL LANDSCAPE INSPECTIONS. ALL FIELD
MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE
OWNER (JOB SUPERINTENDENT) TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE
ARCHITECT SHALL BE IN A SUPPORT OBSERVATION ROLE TO THE OWNER (JOB
SUPERINTENDENT) PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE
OBSERVATION SCHEDULE AS NOTED.
B. DETERMINING LEGAL AND PHYSICAL ELEMENTS: OWNER (JOB SUPERINTENDENT) SHALL BE
RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHT-OF-WAYS, TRACT BOUNDARIES,
GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE AND BELOW GRADE) AND ANY OTHER
LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE
WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT
DETERMINATION OF THE ABOVE INFORMATION.
C. ROUGH GRADE: OWNER (JOB SUPERINTENDENT) SHALL PROVIDE ROUGH GRADE TO WITHIN
1110TH OF ONE FOOT-FROM FINISH GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
FINISH GRADE AND DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT.
D. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR
SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER (JOB
SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. IT IS THE OWNER'S (JOB
SUPERINTENDENT'S) RE SPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO
ANY FURTHER WORK IN THE DISCREPANCY AREA. ANY UNREPORTED DISCREPANCY AND
CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND LANDSCAPE
ARCHITECT SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE.
E. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE
DRAWINGS AND SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF
INTENT OF THE CONTRACT DOCUMENTS SHALL BE DECIDED BY THE OWNER (JOB
SUPERINTENDENT) AND LANDSCAPE ARCHITECT CONCURRENTLY.
Ill. REQUIRED FIELD OBSERVATION WORK:
A. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE
UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE BRIGHTVIEW DESIGN GROUP
TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES
DURING CONSTRUCTION. FAILURE TO USE BRIGHTVIEW DESIGN GROUP TO PROVIDE AND
COMPLETE THE. FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY
INCREASE THE RISK OF LOSS RESULTING, AMONG OTHER CAUSES, FROM
MISINTERPRETATION OF THE INTENT OF THE DESIGN, UNAUTHORIZED MODIFICATIONS
THERETO. AND FAILURE , TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND
SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUILT INTO THE PROJECT.
THEREFORE, IN THE EVENT THAT BRIGHTVIEW DESIGN GROUP IS 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
BRIGHTVlEW DESIGN GROUP FROM AND AGAINST ANY AND ALL CLAIMS.
IV. LANDSCAPE ARCHITECrs LANDSCAPE FIELD
OBSERVATION SCHEDULE:
A. 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 SUPERll:JTENDENT) AND LANDSCAPE
ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION.
CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE
CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR MODIFICATIONS 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.
' B. CONTRACTOR .ORIENTATION/PRE-CONSTRUCTION MEETING THIS MEETING SHALL BE
CONDUCTED TO DISCUSS THE SPECIFICATIONS, ,POSSIBLE DISCREPANCIES, SITE
CONDITIONS AND OTHER ASPECTS OF THE PROJECT LANDSCAPE WORK SUCH AS
PERSONNEL, SCHEDULE AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE
MEETING, CONTRACTOR S_HALL THOROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS
AND THE PLANS,' DETAILS AND SPECIFICATIONS.
'
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C. WEED ABATEMENT: THIS OBSERVATION SHALL BE PERFORMED AFTER THE WEED
ABATEMENT CYCLE HAS BEEN COMPLETED TO REVIEW THE DEGREE OF WEED KILL.
D, PLANT MATERIAL APPROVAL, LAYOUT AND FINE GRADE OBSERVATION: TH IS OBSERVATION
VISIT SHALL BE PERFORMED AFTER PLACEMENT OR STAKING IN THE FIELD OF ALL PLANT
MATERIALS PER THE PLANS. CONTAINER PLANTS SHALL BE PLACED ON SITE. BOXED
SPECIMENS SHALL BE STAKED AS TO LOCATION. OWNER (JOB SUPERINTENDENT) AND
LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL TYPE AND QUALITY; LOCATIONS
OF ALL PLANT MATERIAL; BACKFILL MIX AND FINE GRADE PRIOR TO ANY PLANTING WORK.
E. PROGRESS/INSTALLATION INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY
THE OWNER (JOB SUPERINTENDENT) DURING CONSTRUCTION OPERATIONS TO ENSURE
CONFORMANCE TO PLANS AND SPECIFICATIONS.
F. MAINTENANCE OBSERVATIONS: THESE OBSERVATION VISITS SHALL BE PERFORMED AT THE
END OF EACH THIRTY (30) DAY INTERVAL OF THE MAINTENANCE PERIOD WITH THE OWNER
(JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT TO ENSURE CONFORMANCE WITH
THE MAINTENANCE SPECIFICATIONS. REFER TO SECTION VI, THIS SHEET FOR ADDITIONAL
INFORMATION.
G. FINAL OBSERVATION/PROJECT SUBSTANTIAL CONFORMANCE: THIS OBSERVATION VISIT
WILL BE PERFORMED TO REVIEW ALL ASPECTS OF THE CONTRACTED WORK PRIOR TO
RELEASING THE PROJECT TO THE OWNER.
V. SCOPE OF LANDSCAPE CONSTRUCTION:
A. BASE SHEETS:
1. BASE SHEETS WERE DERIVED FROM PLANS:
PREPARED BY: FUSCOE
TITLED:
DATED: REY1$EP·
COPIES AVAILABLE FROM OWNER UPON REQUEST.
8. GENERAL PLANTING NOTES:
1. SITE PREPARATION: PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, THE
CONTRACTOR SHALL REMOVE ALL ROCKS, WEEDS, DEBRIS, AND OTHER EXTRANEOUS MATERIAL
FROM THE JOB SITE AND DISPOSE OF IT OFF-SITE IN A SUITABLE AND LAWFUL MANNER.
2. PLANTING AREAS: UPON COMPLETION OF ALL IRRIGATION WORK, ALL PLANTING AREAS SHALL BE
SPRAYED WITH A SYSTEMIC HERBICIDE; CLEARED AND GRUBBED OF SURFACE WEED GROWTH;
AND SHALL BE WEED FREE PRIOR TO PROCEEDING WITH ANY PLANTING WORK.
3. FINISH GRADE: THE CONTRACTOR SHALL ESTABLISH FINISH GRADE A MINIMUM OF SIX INCHES (6")
BELOW THE FINISH FLOOR OF BUILDINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
SMOOTH EVEN FINISH GRADES AT BUILDINGS, WALKS, OTHER PERMANENT OBJECTS AND LIMITS
OF WORK. ALL CHANGES IN GRADE SHALL BE BLENDED UNIFORM VERTICAL CURVES. ALL AREAS
TO BE PLANTED IN TURF SHALL BE SMOOTHED WITH RAKES AND FLOATS TO THE OWNER'S (JOB
SUPERINTENDENT) SATISFACTION. OBJECTS SUCH AS ROCKS, DEBRIS, CLODS OR OTHER
EXTRANEOUS MATERIAL SHALL BE STOCK-PILED AND REMOVED.
4. DRAINAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DRAINAGE IN ALL PLANTING AREAS IN
ACCORDANCE WITH THE PLANS, DETAILS, AND SPECIFICATIONS AT A MINIMUM 2% GRADIENT.
5. IMPORT SOIL: ON-SITE SOIL SHALL BE USED FOR ALL LANDSCAPE BERMS AND MOUNDING. WHEN
ON-SITE SOIL IS NOT AVAILABLE, IMPORT SOIL SHALL MEET THE FOLLOWING SPECIFICATIONS:
SILT PLUS CLAY CONTENT OF THE IMPORT SOIL SHALL NOT EXCEED 20% BY WEIGHT
WITH A MINIMUM 95% PASSING THE 2.0 MM. SIEVE. THE SODIUM ABSORPTION RATIO
(SAR) SHALL NOT EXCEED 6.0 MM. AND THE ELECTRICAL CONDUCTIVITY (EGE) OF THE
SATURATION EXTRACT OF THIS SOIL SHALL NOT EXCEED 3.0 MMHOS./CM AT 250C. THE
BORON CONTENT OF THIS SOIL SHALL BE NO GREATER THAN 1 PPM AS MEASURED ON
THE SATURATION EXTRACT. IN ORDER TO INSURE CONFORMANCE, SAMPLES OF THE
IMPORT SOIL SHALL BE SUBMITTED TO THE SOIL LABORATORY FOR ANALYSIS PRIOR TO
IMPORT ON SITE.
6. PLANT MATERIAL: ALL PLANT MATERIAL SHALL BE OF A SIZE, CHARACTER AND QUALITY WHICH
MEETS THE ACCEPTED INDUSTRY STANDARDS FOR THAT PLANT AND BE FREE FROM INSECTS,
THEIR EGGS, DISEASE. WEEDS, OR OTHER DETRIMENTAL CHARACTERISTICS.
7. HANDLING/STORAGE: ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY
PROTECTED FROM DRYING OUT, SUN, WINDBURN, VANDALISM OR ANY OTHER INJURY. FOR
REJECTION OF PLANT MATERIAL, THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE
ARCHITECT MAY REJECT ANY AND ALL PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME.
SUCH PLANTS SHALL BE REMOVED FROM THE JOB SITE IMMEDIATELY AND BE REPLACED AT NO
ADDITIONAL COST TO THE OWNER. .
9. PLANTING: ALL PLANT MATERIAL SHALL BE AS SPECIFIED AND PLANTED AS DETAILED ,AND NOTED
HEREIN.
10. GROUNDCOVER PLANTING: ALL GROUNDCOVER AREAS NOTED ON THE PLANS SHAL L BE PLANTED
WITH ROOTED CUTTINGS FROM FLATS IN STAGGERED ROWS CONTINUOUSLY UNDER TREES AND
SHRUBS AT THE SPACING INDICATED ON THE PLANS.
11. SOIL PREPARATION: ALL PLANTING AREAS TO RECEIVE GROUNDCOVER FROM FLATS AND/OR
TURF (EXCEPT GROUNDCOVER AREAS ON SLOPES 3:1 OR GREATER) SHALL RECEIVE
AMENDMENTS PER HORTICULTURAL SOILS REPORT AND SHALL BE UNIFORMLY BLENDED INTO
THE UPPER SURFACE SOIL TO A DEPTH AS REQUIRED IN THE HORTICULTURAL SOILS REPORT.
FOR AMENDMENT AMT./PER 1000 SQ. FT. REFER TO HORTICULTURAL SOILS REPORT .
12. BACKFILL MIX: BACKFILL MIX AROUND ALL CONTAINER PLANT MATERIALS SHALL CONSIST OF THE
FOLLOWING UN IFORMLY BLENDED MATERIALS:
13. PLANTING TABLETS: AS INDICATED ON THE DETAILS, PLANT TABLETS SHALL BE 'GRO-POWER'
PLANTING TABLETS 12-8-8 (7 GRAM OR EQUAL) AND SHALL BE FURNISHED IN THE FOLLOWING
RATES. PLANT TABLETS SHALL BE PLACED AT THE TOP OF THE ROOTBALL, APPROXIMATE LY TWO
INCHES (2") FROM ROOT TIP AT EVEN SPACING AROUND THE PLANT.
A. THREE (3) TABLETS PER ONE (1) GALLON CONTAINER
B. NINE (9) TABLETS PER FIVE (5) GALLON CONTAINER
C. FIFTEEN (15) TABLETS PER FIFTEEN (15) GALLON CONTAINER
D. SIXTEEN (16) TABLETS PER TWENTY INCH (20'') BOX AND TWENTY-FOUR INCH (24")
BOX
E. TWENTY (20) TABLETS PER THIRTY INCH (30") BOX AND THIRTY-SIX INCH (36") _BOX
F. TWENTY-TWO (22)TABLETS PER FORTY-TWO INCH (42") BOX AND FORTY-EIGHT INCH
(4B") BOX
G. THIRTY-SIX (36) TABLETS PER SIXTY INCH (60") BOX ' H. FORTY-FIVE (45) TABLETS PER SEVENTY TWO INCH (72") BOX
I. FORTY-EIGHT (48) TABLETS PER EIGHTY-FOUR INCH (84") BOX
14. VINES: ALL VINES SHALL BE PLANTED AS HAVE PER THE SHRUBNINE PLANTING DETAIL AND SHALL
THE WOOD SUPPORT STAKE CAREFULLY REMOVED WITHOUT DAMAGE TO THE PLAN't; OR
ROOTBALL.
A. MASONRY WALLS: ON MASONRY WALLS, USE ADHESIVE TYPE VINE SUPPORTS WITH
SILICONE ADHESIVE AND HEAVY DUTY VINE TIES. ON MASONRY WALLS, INSTALL A
MINIMUM OF FIVE (5) LOCATIONS PER EACH FIVE (5) GALLON VINE AND TEN (10)
LOCATIONS PER EACH FIFTEEN (15) GALLON VINE.
SUBMITTAL LOG
20 22 -10-13 Agency Submittal #1
2022-12-07 Agency Submittal #2
2023-01 -20 Agency S_ubmittal #3
•,
2023-0 3-02 Agency Submittal #4
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VI. EST AB LISH ME NT MAINTENANCE NOTES:
1. ESTABLISHMENT MAINTENANCE PERIOD: THE MAINTENANCE PERIOD SHALL COMMENCE UPON
THE OWNER'S WRITTEN APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND SHALL BE
FOR THE PERIOD OF TIME AS FOLLOWS:
NINETY (90) CONTINUOUS CALENDAR DAYS MIN. OR AS SPECIFIED BY THE OWNER.
2. MAINTENANCE PROCEDURES:
A. GENERAL: THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF
PROPER WATERING, FERTILIZATION, WEEDING, RODENT CONTROL, CLEANUP AND AS
NOTED BELOW.
B. GROUNDGOVER FROM FLATS WITHOUT OVERSEED: APPLY PRE-EMERGENT HERBICIDE
AT THE START OF MAINTENANCE IN ACCORDANCE WITH THE MANUFACTURER'S
PRINTED INSTRUCTIONS.
C. FERTILIZATION: MAINTENANCE WORK SHALL · INCLUDE FERTILIZATION WITH THE
FOLLOWING FERTILIZER AT THIRTY (30) DAY INTERVALS AFTER PLANTING. REFER TO
HORTICULTURAL SOILS REPORT
D. WEEDING: ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY APPEAR
IN PLANTING AREAS DURING THE MAINTENANCE PERIOD SHALL BE REMOVED AT TEN
(10) DAY INTERVALS. THE CONTRACTOR SHALL REMOVE SUCH CONCENTRATIONS OF
WEEDS 'INCLUDING THEIR ROOTS BY HAND OR IN A MANNER ACCEPTABLE TO THE
OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. NOTE: CULTIVATION OF
GROUNDCOVER IS NOT ACCEPTABLE.
E. RODENT CONTROL: THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO
ELIMINATE ANY RODENTS ENCOUNTERED ON SITE.
F. GLEAN-UP: DURING THE COURSE OF THE MAINTENANCE WORK. THE CONTRACTOR
SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL KEEP
THE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES.
G. PROTECTION OF LANDSCAPE: DURING THE MAINTENANCE PERIOD, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF ALL PLANTING
AREAS. ANY DAMAGED AREAS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
H. FESCUE TURF AREA: EDGE AND MOW TURF TO HEIGHT OF 2 INCHES WHENEVER THE
TURF REACHES A HEIGHT OF 3 INCHES (WHERE TURF OCCURS ON THE PLANS.)
I. FINAL ACCEPTANCE: WILL BE GIVEN AT THE END OF THE MAINTENANCE PERIOD FOR
ALL PLANTED AREAS ONCE HYDROSEED GERMINATION HAS OCCURRED AND
ESTABLISHMENT HAS BEEN OBTAINED
VII. SPECIAL PLANTING NOTES:
1. ALL LANDSCAPE,AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2% PER CIVIL ENGINEERS
GRADING PLAN. FINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BY OWNER/LANDSCAPE
ARCHITECT PRIOR TO PLANTING.
2. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR ALL TREES:
A. TREES SHALL BE A MINIMUM OF 5'-0" FROM ALL HARDSCAPE, CENTERED IN A 10' -0" WIDE
PLANTING AREA WITHOUT A ROOT BARRIER.
B. ALL TREES THAT ARE WITHIN 5'-0" OF HARDSGAPE ELEMENTS SHALL HAVE A ROOT BARRIER.
TREES SHALL NOT BE PLANTED IN AREAS LESS THAN THE MINIMUM PLANTING AREA
SPECIFIED IN THE LEGEND
C. THE CONTRACTOR SHALL VERIFY ALL MINIMUM TREE SPACING REQUIREMENTS PRIOR TO
PLANTING . TREES NOT MEETING THE REQUIREMENTS SHALL NOT BE PLANTED AND SHALL
BE BROUGHT TO THE ATTENTION OF THE OWNER/ LANDSCAPE ARCHITECT.
3. ALL LANDSCAPING SHALL BE INSTALLED BEFORE FINAL INSPECTION.
4. JUTE NETTING SHALL BE A "SMOLDER" RESISTANT, BROWN IN COLOR, BIODEGRADABLE
MATERIAL THAT ·IS TO DECOMPOSE AND NOT A THREAT TO THE ENVIRONMENT/WILDLIFE.
MATERIAL AND INSTALLATION RECOMMENDATION ARE AS FOLLOWS:
A. THE SOIUSLOPE SURFACE SHALL BE SMOOTH, FREE FROM ROCKS AND/OR DEBRIS.
B. JUTE TO BE INSTALLED UP/DOWN THE SLOPE; NOT ALONG CONTOURS AND AS
RECOMMENDED BY THE PRODUCT MANUFACTURER. PROVIDE A 3'-0" MIN. JUTE NETTING
OVERLAP AT ALL JUTE NETTING TRANSITIONS.
C. PROVIDE 10",MIN. "J" TYPE PINS/ANCHORS PERPENDICULAR INTO SLOPE@ 5'-0" ON CENTER.
5. TURF EDGING: TURF EDGING SHALL BE "SHOVEL CUT", ALUMINUM EDGING OR CONCRETE CURB
AS NOTED ON THE APPROVED PLANS.
6. MULCH: ALL APPROVED MULCH SHALL BE COMPOSTED RECYCLED LANDSCAPE GREEN WASTE
MULCH WITHOUT MANURE/ANIMAL BYPRODUCTS. .
APPROVED FOR IRRIGATION
AND PLANTING ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
~
[:;JI CITY OF CARLSBAD
PLANNING DIVISION
LANDSCAPE IM PROVEMENT PLANS FOR:
PARK HYATT AVIARA RESORT
HOTEL RENOVATIONS
(LP-3) -PLANTING SPECIFICATIONS
APPROVED:.,,/; .,.,, d<i--! -'2 !1. L z_ "z . . u PLANNING
DWN BY: B81:l c'KUJt:1.., I NU. DATE INITIAL DATE INITIAL
I
I □R;;~~;;o I BEFORE YOU DIG "'~1c ~,!,.' CHKDBY: TG LPC 2022-0025 "° OF CALlfO REVISION DESCRIPTION DESIGNER OF WORK CITY APPROVAL RVWD BY: CD 2022-0020 OTH ER APPROVAL
· UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Expiration Date: Exp'r;>a 2-2B-25
-