HomeMy WebLinkAbout3083-3,�♦ PLANGER LANE
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CONTRACTOR TO COORDINATE
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SIERRA LAKES PARKWAY
Underground Service Alert
Call: TOLL FREE
J 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
SIERRA LAKES PARKWAY
E SHEET L-2
■ . • ■ . . . =I
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CONSTRUCTION NOTES
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS
THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN
DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY
REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING
FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION
OF FOOTINGS.
3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL PAVING AREAS SHALL BE
REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48
HOURS NOTICE).
4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES,
PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO
DAMAGE AND REPLACEMENT OF SAID UTILITIES.
6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED.
REFER TO IRRIGATION PLANS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS
REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN.
8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE AND
PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS.
9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT
CHANGES AND SHARP TRANSITIONS.
10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE
WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF
WORK.
11. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN
ELEVATION SHALL TAKE PRECEDENCE.
12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.
13. CONTRACTOR TO REFER TO IRRIGATION PLANS FOR SLEEVE LOCATIONS.
CONSTRUCTION LEGEND
0
MASONRY BLOCK PERIMETER WALL PER CIVIL ENGINEER'S WALL PLANS.
OMASONRY BLOCK PILASTER PER CIVIL ENGINEER'S WALL PLANS.
OSPLIT -FACE MONUMENT WALLS PER DETAILS A AND B, SHEET L-3,
4O MEDIUM BROOM FINISH CONCRETE SIDEWALK PER DETAIL C, SHEET L-3. SEE CONSTRUCTION PLAN FOR DIMENSIONS.
ODEEP SCORE JOINT PER PLAN. SEE DETAIL D, SHEET L-3.
OCONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL D, SHEET L-3.
OHANDICAP ACCESS RAMP TO SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
8O 6" CONCRETE MOWSTRIP PER DETAIL E, SHEET L-3.
OSTREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
10 DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
11 RETAINING WALL PER CIVIL ENGINEER'S WALL PLANS.
12 UTILITY VAULT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
13 MEDIAN TO BE CONSTRUCTED PER DEVELOPMENT OF ADJACENT TRACTS.
PLAN CROSS REFERENCES
FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR DETAILS, SEE SHEET L-3
FOR SPECIFICATIONS, SEE SHEET L-9
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-7
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CITY OF FONTANA, CALIFORNIA
DK F BY:
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DESIGNED BY:
OMMUNITY F IES DISTRICT
DATE:
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10/17/01
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CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02
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Underground Service Alert
Call: TOLL FREE
J 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
SIERRA LAKES PARKWAY
E SHEET L-2
■ . • ■ . . . =I
I
CONSTRUCTION NOTES
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS
THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN
DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY
REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING
FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION
OF FOOTINGS.
3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL PAVING AREAS SHALL BE
REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48
HOURS NOTICE).
4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES,
PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO
DAMAGE AND REPLACEMENT OF SAID UTILITIES.
6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED.
REFER TO IRRIGATION PLANS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS
REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN.
8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE AND
PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS.
9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT
CHANGES AND SHARP TRANSITIONS.
10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE
WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF
WORK.
11. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN
ELEVATION SHALL TAKE PRECEDENCE.
12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.
13. CONTRACTOR TO REFER TO IRRIGATION PLANS FOR SLEEVE LOCATIONS.
CONSTRUCTION LEGEND
0
MASONRY BLOCK PERIMETER WALL PER CIVIL ENGINEER'S WALL PLANS.
OMASONRY BLOCK PILASTER PER CIVIL ENGINEER'S WALL PLANS.
OSPLIT -FACE MONUMENT WALLS PER DETAILS A AND B, SHEET L-3,
4O MEDIUM BROOM FINISH CONCRETE SIDEWALK PER DETAIL C, SHEET L-3. SEE CONSTRUCTION PLAN FOR DIMENSIONS.
ODEEP SCORE JOINT PER PLAN. SEE DETAIL D, SHEET L-3.
OCONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL D, SHEET L-3.
OHANDICAP ACCESS RAMP TO SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
8O 6" CONCRETE MOWSTRIP PER DETAIL E, SHEET L-3.
OSTREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
10 DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
11 RETAINING WALL PER CIVIL ENGINEER'S WALL PLANS.
12 UTILITY VAULT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
13 MEDIAN TO BE CONSTRUCTED PER DEVELOPMENT OF ADJACENT TRACTS.
PLAN CROSS REFERENCES
FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR DETAILS, SEE SHEET L-3
FOR SPECIFICATIONS, SEE SHEET L-9
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-7
c►
CITY OF FONTANA, CALIFORNIA
DK F BY:
VENTANA POINTE
TRACT. #16137
N N
1" 20-o1
DESIGNED BY:
OMMUNITY F IES DISTRICT
DATE:
KPF
10/17/01
CHECKED
APP VED BY: DA 24-
DWG. NO.:
3
RWK
3083
12
CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02
L A N D S C A P E
ARCHITECTURE
SITE PLANNING
10621 Church St., Suite 106
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax (909) 484-2802
Richard Krumwiede
CA Lic. #2834
AZ Lic. # 29115
NV LIC. # 446
TX. Lic. #1884
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