HomeMy WebLinkAbout5006-1VICINITY MAP-
N.T.S. THOMAS BROTHERS
'ANDSCAP r
• i
TRACT
1
FONTANA, CALIFORNIA
YOUNG HOMES - 10370 TRADEMARK ST RANCHO CUCAMONGA, CA 91730
1
PHONE: (909) 291-7705
SH
SH
SH
S
S
S
PARK
SHEETS
147 217
IRRIGATION CONSTRUCTION NOTES: LQC
1. The contractor shall notify the Landscape Architect and the City Inspectors a minimum of 48 hours prior to starting construction.
Z. The design is diagrammatic only. All piping, valves, backflow preventors, wiring, etc. shown within paved areas are for design clarification only, and shall be N.T.S.
installed in planter areas where ever possible.
3. Do not willfully install the irrigation system as shown on these drawings when it is obvious in the field that obstructions, grade differences or differences in area
dimensions exist that might not have been considered in the engineering. Such obstructions or differences shall be brought to the attention of the City's
authorized representative. In the event this notification is not performed in writing, the contractor shall assume full responsibility for any revisions necessary.
4. It is the responsibility of the contractor to familiarize themselves with all grade differences, locations of fixtures, utilities, signs, posts, poles, walls and paving.
The contractor shall repair or replace all items damaged by their work. They shall coordinate their work with other contractors (if any) for the location and
installation of pipe sleeves and laterals through walls, under roadways and under paving, etc.
5. All irrigation equipment shall be installed as per manufacturer's recommendations and specifications. Refer to specifications for additional information.
6. All lateral, mainline piping and control wires under paving shall be installed in separate sleeves. Mainline sleeve size shall be a minimum of twice (2x) the
outside diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient size for the required number of wires under paving. Refer to plan.
7. All sleeves under roadways shall be schedule 80 (new). Existing sleeves shall remain in place, if extensions are required the pipe shall be sch. 80. Lateral
line sleeves under paving shall be schedule 40. All sleeves shall be P.V.C. or as noted on plans.
8. Pipe sizes shall conform to those shown on on the plans and details. No substitutions of smaller pipe sizes shall be permitted, but substitutions of larger sizes
may be approved. All damaged and rejected pipe shall be removed from the site at the time of said rejection.
9. The contractor shall make the final connection from the electrical source to the controller.
10. The contractor shall flush and adjust all valves for optimum coverage.
11. The irrigation system shall be fully automatic. Control valves shall be installed per details.
HOLD HARMLESS & INDEMNIFICATION CLAUSE
Contractor agrees that they shall assume sole responsibility for job site conditions during the course of construction of this project , including safety of all persons
and property, that this requirement shall apply continuously and not be limited to normal working hours, and hold the county and the landscape architect harmless
from any and all liability real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole negligence of the
owner, or the landscape architect.
LANDSCAPE CONSTRUCTION NOTES:
1. The design shown is diagrammatic, the contractor shall review the site conditions prior to bidding.
2. The contractor shall provide for positive drainage away from all structures at a 1 % minimum for hardscape areas and a 2% minimum for landscaped areas
unless otherwise directed by the civil engineering plans.
3. The contractor must notify the Landscape Architect, (951) 737-1124, 48 hours prior to starting construction.
4. The contractor shall be responsible for obtaining building permits prior to commencing construction.
5. The contractor shall notify the architect if discrepancies exist between existing site conditions and plans.
6. All construction shall meet or exceed local controlling jurisdiction.
7. The contractor shall take great care to protect existing site amenities during the process of construction. Items not specifically identified for protection shall be
protected in place.
8. All landscape areas other than turf shall receive a minimum of 3" medium grind bark mulch.
9. The contractor shall be responsible for the removal of all rocks great than 1" in diameter from the top 12" of soil in all non -turf planter areas.
10. The contractor shall be responsible for the replacement of the top 6" of soil in all turf areas with clean top soil.
DATE I
SUBMITTAL TRACKER
10/10/20121
FIRST SUBMITTAL
3(7/2013 I
SECOND SUBMITTAL
TOLL FREE `✓ 811I [- REV.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TION
7 3
7 10
7 17
w
T3
T11
T18
CONTACT: JONATHON SIEMSEN
AS I N 19 PLANTING PLAN
H EETS 13&20 20 PLANTING PLAN BASIN
Sheet Index
PLANTING PLAN PARK
Sheet Number
Sheet Title
IRRIGATION DETAILS
1
TITLE SHEET
IRRIGATION DETAILS
2
HARDSCAPE PLAN
PLANTING & IRRIGATION DETAILS
3
HARDSCAPE PLAN
DRIP IRRIGATION DETAILS
4
ENTRY MONUMENT ENLARGEMENTS
IRRIGATION SPECIFICATIONS
5
HARDSCAPE PARK PLAN
PLANTING SPECIFICATIONS
6
PLAYGROUND AND HARDSCAPE DETAILS
7
IRRIGATION MASTER PLAN
a
IRRIGATION PLAN
9
IRRIGATION PLAN
X
10
IRRIGATION PLAN
11
IRRIGATION PLAN
12
IRRIGATION PLAN
13
IRRIGATION PLAN BASIN
DIVIDE CLUMPING PLANTS
14
IRRIGATION PLAN PARK
15
PLANTING PLAN
16
PLANTING PLAN
17
PLANTING PLAN
18
PLANTING PLAN
AS I N 19 PLANTING PLAN
H EETS 13&20 20 PLANTING PLAN BASIN
REVISION DESCRIPTION
TE I ENGR. I CITY I DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH STANDARDS IN
EFFECT
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t 9S1 7371124
Landscape Water Use Calculations
Young Homes Tr 18676 LIVID
1 Maximum Annual Water Allowance
(Eto)(ET Adjustment Factor)(Landscape Area)(Conversion Factor) = MAWA
56.4 * 0.7 * 30446 * 0.62 = 745,245 Igal /yr
2 Estimated Total Water Use
Hydrozone #11 (High)
(ETo*Conversion Factor)(Plant Factor*Hydrozone Area) = ETWU
Irrigation Efficiency
56.4 * 0.62 0.7 0
0
0.71 = gal / yr
Hydrozone # 2 (Medium)
(ETo*Conversion Factor)(Plant Factor*Hydrozone Area) = ETWU
Irrigation Efficienc
56.4 * 0.62 * 0.5 * 5123 105,377
0.85 ]gal / yr
Hydrozone # 3 (Low)
(Efo*Conversion Factor)(Plant Factor*Hvdrozone Area) = ETWU
Irrigation Efficiency
56.4 0.62 0.3 * 25323 312,528
0.85 gal / yr
Total ETWU = 417,905
MAWA - ETWU =L.327,340 Igal / yr
(this number must be positive)
ORDINANCE 1625
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE
EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE
EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.
NOTE: REFER TO
SHEET 14 FOR
PARK WATER USE
CALCULATIONS
CITY REQUIRED NOTES:
INSPECTIONS:
1. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ENGINEERING DIVISION'S LANDSCAPE
INSPECTOR 48 HOURS PRIOR TO DESIRED INSPECTION OF AN ITEM AT (909) 350-6632.
2. PRIOR TO RELEASE OF UTILITIES OR MAINTENANCE PERIOD COMMENCEMENT THE FOLLOWING INSPECTIONS ARE
REQUIRED:
- PRE -CONSTRUCTION INSPECTION.
- INSPECTION OF IRRIGATION SYSTEM IN OPEN TRENCH CONDITION (PRIOR TO BACKFILL). MAINLINE PRESSURE
TEST AT 150 PSI FOR A THREE (3) HOUR CONTINUOUS PERIOD.
- IRRIGATION COVERAGE TESTS INCLUDING INITIAL AND FINAL TESTS.
- FINISH GRADE PRIOR TO PLANTING
- PLANT MATERIALS PRIOR TO PLANTING AND SOIL PREPARATION
PLANTING, INCLUDING STREET TREES. CONTACT THE PARKS PLANNING AND LANDSCAPE DEVELOPMENT
SECTION, ENGINEERING DIVISION, FOR SPECIES AND FINAL LOCATIONS.
- COMPLIANCE WITH APPROVED PLANS
- FINAL INSPECTION
3. THE OWNER'S REPRESENTATIVE AND LANDSCAPE CONTRACTOR SHALL BE PRESENT AT EACH INSPECTION
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT NO UNDERGROUND UTILITIES CONFLICT WITH THE
PLAYGROUND EQUIPMENT FOOTINGS
LEGAL DESCRIPTION
ALL OF LOTS 90, 91, 102, 103, 106, 107, 118 AND THE PORTION OF LOTS 86, 105, 119, 122 AND 123 THAT ARE LAYING NORTH OF THE SAN
BERNARDINO COUNTY TRANSPORTATION AUTHORITY RIGHT OF WAY, OF THE ETIWANDA VINEYARDS TRACT, AS RECORDED IN BOOK 17
OF MAPS, PAGES 29-30, OFFICIAL RECORDS OF SAID COUNTY. SECTION 1, TOWNSHIP 1 SOUTH, RANGE 6 WEST OF THE SAN
BERNARDINO BASE AND MERIDIAN, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA.
01-1 ��o �ANDS�gPF YOUNG HOMES
TR 18676 - CFD LANDSCAPE PLANS
wa DRAWN BY: SCALE:
c1c, b m
I UKt rn SK, SF TITLE SHEET N.T.S.
L A N D S C A P E DESIGNED BY: DATE:
EXPDTE ARCHITECTURE SK 1 / 10-10-12
sl�T OF CAS
F �Fo
21
PLANTING PLAN PARK
IBI -MONTHLY
22
IRRIGATION DETAILS
ANNUALLY
23
IRRIGATION DETAILS
AS -NEEDED
24
PLANTING & IRRIGATION DETAILS
DEADHEAD FLOWERING SHRUBS
25
DRIP IRRIGATION DETAILS
26
IRRIGATION SPECIFICATIONS
27
PLANTING SPECIFICATIONS
REVISION DESCRIPTION
TE I ENGR. I CITY I DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH STANDARDS IN
EFFECT
bmt'4-
I.ND 5CA-PI
AR CH I7rf5CT•0,R L
310cla"_,Vf eT" cc» oNe►,� 9zg�g
t 9S1 7371124
Landscape Water Use Calculations
Young Homes Tr 18676 LIVID
1 Maximum Annual Water Allowance
(Eto)(ET Adjustment Factor)(Landscape Area)(Conversion Factor) = MAWA
56.4 * 0.7 * 30446 * 0.62 = 745,245 Igal /yr
2 Estimated Total Water Use
Hydrozone #11 (High)
(ETo*Conversion Factor)(Plant Factor*Hydrozone Area) = ETWU
Irrigation Efficiency
56.4 * 0.62 0.7 0
0
0.71 = gal / yr
Hydrozone # 2 (Medium)
(ETo*Conversion Factor)(Plant Factor*Hydrozone Area) = ETWU
Irrigation Efficienc
56.4 * 0.62 * 0.5 * 5123 105,377
0.85 ]gal / yr
Hydrozone # 3 (Low)
(Efo*Conversion Factor)(Plant Factor*Hvdrozone Area) = ETWU
Irrigation Efficiency
56.4 0.62 0.3 * 25323 312,528
0.85 gal / yr
Total ETWU = 417,905
MAWA - ETWU =L.327,340 Igal / yr
(this number must be positive)
ORDINANCE 1625
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE
EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE
EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.
NOTE: REFER TO
SHEET 14 FOR
PARK WATER USE
CALCULATIONS
CITY REQUIRED NOTES:
INSPECTIONS:
1. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ENGINEERING DIVISION'S LANDSCAPE
INSPECTOR 48 HOURS PRIOR TO DESIRED INSPECTION OF AN ITEM AT (909) 350-6632.
2. PRIOR TO RELEASE OF UTILITIES OR MAINTENANCE PERIOD COMMENCEMENT THE FOLLOWING INSPECTIONS ARE
REQUIRED:
- PRE -CONSTRUCTION INSPECTION.
- INSPECTION OF IRRIGATION SYSTEM IN OPEN TRENCH CONDITION (PRIOR TO BACKFILL). MAINLINE PRESSURE
TEST AT 150 PSI FOR A THREE (3) HOUR CONTINUOUS PERIOD.
- IRRIGATION COVERAGE TESTS INCLUDING INITIAL AND FINAL TESTS.
- FINISH GRADE PRIOR TO PLANTING
- PLANT MATERIALS PRIOR TO PLANTING AND SOIL PREPARATION
PLANTING, INCLUDING STREET TREES. CONTACT THE PARKS PLANNING AND LANDSCAPE DEVELOPMENT
SECTION, ENGINEERING DIVISION, FOR SPECIES AND FINAL LOCATIONS.
- COMPLIANCE WITH APPROVED PLANS
- FINAL INSPECTION
3. THE OWNER'S REPRESENTATIVE AND LANDSCAPE CONTRACTOR SHALL BE PRESENT AT EACH INSPECTION
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT NO UNDERGROUND UTILITIES CONFLICT WITH THE
PLAYGROUND EQUIPMENT FOOTINGS
LEGAL DESCRIPTION
ALL OF LOTS 90, 91, 102, 103, 106, 107, 118 AND THE PORTION OF LOTS 86, 105, 119, 122 AND 123 THAT ARE LAYING NORTH OF THE SAN
BERNARDINO COUNTY TRANSPORTATION AUTHORITY RIGHT OF WAY, OF THE ETIWANDA VINEYARDS TRACT, AS RECORDED IN BOOK 17
OF MAPS, PAGES 29-30, OFFICIAL RECORDS OF SAID COUNTY. SECTION 1, TOWNSHIP 1 SOUTH, RANGE 6 WEST OF THE SAN
BERNARDINO BASE AND MERIDIAN, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA.
01-1 ��o �ANDS�gPF YOUNG HOMES
TR 18676 - CFD LANDSCAPE PLANS
wa DRAWN BY: SCALE:
c1c, b m
I UKt rn SK, SF TITLE SHEET N.T.S.
L A N D S C A P E DESIGNED BY: DATE:
EXPDTE ARCHITECTURE SK 1 / 10-10-12
sl�T OF CAS
F �Fo
MAINTENANCE SCHEDULE
MAINTENANCE ITEM
IBI -MONTHLY
MONTHLY
QUARTERLY
ANNUALLY
2-3 YEARS
5 YEARS
AS -NEEDED
DEADHEAD FLOWERING SHRUBS
X
PRUNE SHRUBS
X
SHEAR GROUNDCOVER
X
TRIM GRASSES TO BASE
X
DIVIDE CLUMPING PLANTS
X
REMOVE PUPS
X
REMOVE DEAD/DAMANGED LEAVES
X
TRIM TREES
X
X
INSPECT IRRIGATION SYSTEM
X
REPAIR IRRIGATION SYSTEM
X
ADJUST IRRIGATION SCHEDULE
X
REPLACE BARK MULCH
X
FERTILIZE
X
REMOVE WEEDS
X
REPLACE DISEASED/DEAD PLANTS
X
REMOVE TRASH FROM PLANTERS
X
X
PERFORM LANDSCAPE IRRIGATION AUDIT
X
NOTE:
1. REPAIR ALL IRRIGATION EQUIPMENT WITH
2. LANDSCAPE IRRIGATION AUDITS SHALL BE
LANDSCAPE WATER MANAGEMENT PROGRAMIAS
ORIGINALLY INSTALLED COMPONENTS.
CONDUCTED BY CERTIFIED LANDSCAPE IRRIGATION AUDITORS AND BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA
DESCRIBED IN THE LANDSCAPE IRRIGATION AUDITOR HANDBOOK
REVISION DESCRIPTION
TE I ENGR. I CITY I DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH STANDARDS IN
EFFECT
bmt'4-
I.ND 5CA-PI
AR CH I7rf5CT•0,R L
310cla"_,Vf eT" cc» oNe►,� 9zg�g
t 9S1 7371124
Landscape Water Use Calculations
Young Homes Tr 18676 LIVID
1 Maximum Annual Water Allowance
(Eto)(ET Adjustment Factor)(Landscape Area)(Conversion Factor) = MAWA
56.4 * 0.7 * 30446 * 0.62 = 745,245 Igal /yr
2 Estimated Total Water Use
Hydrozone #11 (High)
(ETo*Conversion Factor)(Plant Factor*Hydrozone Area) = ETWU
Irrigation Efficiency
56.4 * 0.62 0.7 0
0
0.71 = gal / yr
Hydrozone # 2 (Medium)
(ETo*Conversion Factor)(Plant Factor*Hydrozone Area) = ETWU
Irrigation Efficienc
56.4 * 0.62 * 0.5 * 5123 105,377
0.85 ]gal / yr
Hydrozone # 3 (Low)
(Efo*Conversion Factor)(Plant Factor*Hvdrozone Area) = ETWU
Irrigation Efficiency
56.4 0.62 0.3 * 25323 312,528
0.85 gal / yr
Total ETWU = 417,905
MAWA - ETWU =L.327,340 Igal / yr
(this number must be positive)
ORDINANCE 1625
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE
EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE
EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.
NOTE: REFER TO
SHEET 14 FOR
PARK WATER USE
CALCULATIONS
CITY REQUIRED NOTES:
INSPECTIONS:
1. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ENGINEERING DIVISION'S LANDSCAPE
INSPECTOR 48 HOURS PRIOR TO DESIRED INSPECTION OF AN ITEM AT (909) 350-6632.
2. PRIOR TO RELEASE OF UTILITIES OR MAINTENANCE PERIOD COMMENCEMENT THE FOLLOWING INSPECTIONS ARE
REQUIRED:
- PRE -CONSTRUCTION INSPECTION.
- INSPECTION OF IRRIGATION SYSTEM IN OPEN TRENCH CONDITION (PRIOR TO BACKFILL). MAINLINE PRESSURE
TEST AT 150 PSI FOR A THREE (3) HOUR CONTINUOUS PERIOD.
- IRRIGATION COVERAGE TESTS INCLUDING INITIAL AND FINAL TESTS.
- FINISH GRADE PRIOR TO PLANTING
- PLANT MATERIALS PRIOR TO PLANTING AND SOIL PREPARATION
PLANTING, INCLUDING STREET TREES. CONTACT THE PARKS PLANNING AND LANDSCAPE DEVELOPMENT
SECTION, ENGINEERING DIVISION, FOR SPECIES AND FINAL LOCATIONS.
- COMPLIANCE WITH APPROVED PLANS
- FINAL INSPECTION
3. THE OWNER'S REPRESENTATIVE AND LANDSCAPE CONTRACTOR SHALL BE PRESENT AT EACH INSPECTION
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT NO UNDERGROUND UTILITIES CONFLICT WITH THE
PLAYGROUND EQUIPMENT FOOTINGS
LEGAL DESCRIPTION
ALL OF LOTS 90, 91, 102, 103, 106, 107, 118 AND THE PORTION OF LOTS 86, 105, 119, 122 AND 123 THAT ARE LAYING NORTH OF THE SAN
BERNARDINO COUNTY TRANSPORTATION AUTHORITY RIGHT OF WAY, OF THE ETIWANDA VINEYARDS TRACT, AS RECORDED IN BOOK 17
OF MAPS, PAGES 29-30, OFFICIAL RECORDS OF SAID COUNTY. SECTION 1, TOWNSHIP 1 SOUTH, RANGE 6 WEST OF THE SAN
BERNARDINO BASE AND MERIDIAN, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA.
01-1 ��o �ANDS�gPF YOUNG HOMES
TR 18676 - CFD LANDSCAPE PLANS
wa DRAWN BY: SCALE:
c1c, b m
I UKt rn SK, SF TITLE SHEET N.T.S.
L A N D S C A P E DESIGNED BY: DATE:
EXPDTE ARCHITECTURE SK 1 / 10-10-12
sl�T OF CAS
F �Fo
310 NORTH JOY STREET CORONA, CA 92879
T:951.737.1124 F:951.737.6551
CHECKED BY:
SK
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APPROVED Y:
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DRAWING NO.
5006
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