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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.
Underground Service Alert
Cali: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION LEGEND
0 6-0" HIGH SPLIT-FACE/PRECISION BANDED (ALTERNATING COURSES) MASONRY BLOCK THEME WALL w/ PRE -CAST CAP PER WALL PLAN, SHEET
L-4. SEE DETAIL A, SHEET L-5. SPLIT -FACE BAND ON SIDE VISIBLE FROM STREET.
2 20" SQ. x 6-9" HIGH MASONRY BLOCK PILASTER w/ POURED -IN-PLACE CAP AND COBBLE VENEER. SEE DETAIL B, SHEET L-5.
3 6-0" HIGH SPLIT -FACE (ON SIDES VISIBLE FROM STREET) MASONRY BLOCK NEIGHBORHOOD WALL w/ PRE -CAST CAP PER WALL PLAN, SHEET L-4.
SEE DETAIL C, SHEET L-5.
4 PROPOSED INTERIOR SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
5 6-0" HIGH MASONRY BLOCK INTERIOR WALL PER SEPARATE PLAN SUBMITTAL FOR TYPICAL FRONT YARDS.(N.I.C.)
6 6-0" HIGH TUBULAR STEEL FENCE w/ CONCRETE MAINTENANCE BAND PER WALL PLAN, SHEET L-4. SEE DETAIL H, SHEET L-5.
7 MEDIUM BROOM FINISH CONCRETE SIDEWALK PER DETAIL E, SHEET L-5. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS FOR LINE
AND GRADE.
8 MEDIUM BROOM FINISH MEANDERING CONCRETE SIDEWALK PER DETAIL E, SHEET L-5. SEE CONSTRUCTION PLAN FOR DIMENSIONS.
9 DEEP SCORE JOINT PER PLAN. SEE DETAIL D, SHEET L-5.
10 CONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL D, SHEET L-5.
11 HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
12 6" CONCRETE MOWSTRIPPER DETAIL G, SHEET L-5.(--------------------- =LINETYPE)
13 FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
14 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
15 DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
16 "DESERT SELECT" LANDSCAPE BOULDER AVAIL. THROUGH SOUTHWEST BOULDER, (800) 540-1147. SEE DETAIL F, SHEET L-5. SEE
CONSTRUCTION PLAN FOR SIZE AND PLACEMENT.
17 LANDSCAPE BERMING IN 6" INCREMENTS PER CIVIL ENGINEER'S ROUGH GRADING PLANS.
18 20" SQ. x 6-9" HIGH MASONRY BLOCK PILASTER w/ POURED -IN-PLACE CAP, LOGO PLAQUE, AND COBBLE VENEER. SEE DETAIL J, SHEET L-5.
19 EXISTING/ PROPOSED CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
PLAN CROSS REFERENCES
FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR DETAILS, SEE SHEET L-5
FOR SPECIFICATIONS, SEE SHEET L-13
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10
FOR WALL MASTER PLAN, SEE SHEET L-4
EX. WALL NOTE:
EXISTING 6-0" HIGH BANDED
BLOCK MASONRY WALL TO
REMAIN. PROTECT IN PLACE.
SCALE: N.T.S.
WALL PERMITTING NOTE:
PERMITTING TO BE PER OVERALL
WALL PLAN SHEET L-4. REFER TO
WALL MATRIX FOR LENGTHS OF
WALLS SPECIFIC TO EACH LOT.
SHEET KEY MAP
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DESIGNED BY:
DATE:
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2/5/04
CHECKED BY.
REBOVED BY:
DATE: 'lL •
DWG. NO.:
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CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/05
3551
/14
L A N D S CA P E
ARCHITECTURE
SITE PLANNING
10621 Church St., Suite 106
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax (909) 484-2802
to
o Ent. 'p:
Richard Krumwiede
CA Lic. #2834
AZ Lic. # 29115
W Lic. # 446
d,e TX. Lic. #1884
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