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1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WIT� CON! C
,gRUPTIONAS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRU TIONS AND/OR
GRADE DIFFERENCES EXIST THAT MA� NOT HAVE 13EF4,K�0% DU NG , SLUCRH C N TO THe
FU L E4D
TH CT t SH�t G� PWIONS SHALL BE IMMEDIATELY BROUGHT
AlTENTION OF THE LANDSCAPE! AFICHITPECT E VF Lt ANIM IBILITY FOR ALL NECESSARY REVISIONS DUE TO A
FAILURE TO GIVE SWH NOTIFICATIOM
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 PhIOR TO EXCAVATION 05 FOOTINGS.
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3. ALL FORMS AND ALIGNMENTS OF PAVINGJALL � FEOCE LAYOU , A 0 SPE, IAt OAVINC� AREAS SHALL BE REVIEWED AND APPROVED BY THE
OWNER'S REPRESENTATIV15 ORIOR TO Po RING (GIVE A MINIMUM CrFF 49 HOUF48 NOTICE).
4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GAADING PLAN;
5. CONTRACTOR SHALL BE RESPONS I IBLE FOR MANING HIMSSILF FAMILIAR WrTk ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES.
CONTRACTOR SHALL TAKE SOLP AtSPONSIBILI FOR 00 T I INCURAEO 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 0,THER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION
OPERATIONS AS SHOWN.
8. PRIOR TO PLACING CONCRETE, THE CONTRA CTOR SHALL SUFFI CIENT�Y 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, MOWSTRIPS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS
MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.
CONST'rho"UCTION LEGEND
1 6'-0" HIGH, ONE SIDED, SPLIT -FACE BLOCK WALL wl PRECAST CONCRETE CAP PER DETAIL A, SHEET L-3.
2
16" SO. x 6'-6" HIGH SPLIT -FACE MASONRY BLOCK PILASTER w/ PRECAST CONCRETE CAP. SEE DETAIL B, SHEET L-3.
6'-0" HIGH MASONRY BLOCK INTERIOR WALL PER SEPARATE PLAN SUBMITTAL FOR TYPICAL FRONT YARDS.
8 4 6-0" HIGH TUBULAR STEEL FENCE PER DETAIL C, SHEET L -a
5
CONCRETE SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
8 6 HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
7
6" CONCRETE MOWSTRIP PER DETAIL E, SHEET L-3. ( ------------------------ = LINETYPE)
(D 6'-0" HIGH SPLIT -FACE BLOCK WALL w/ PRECAST CAP ON TOP OF CIVIL ENGINEER'S RETAINING WALL. SPLIT -FACE BLOCK WALL PER DETAIL A, SHEET L-3.
REFER TO CIVIL ENGINEER'S PLANS FOR STRUCTURAL INFO FOR COMBINATION w/ RETAINING WALL.
9 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
10
DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
DRIVEWAY AND ACCESS ROAD PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
12 (2) 61 WIDE TUBULAR STEEL GATES PER DETAIL D, SHEET L -3L
SPILLWAY PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. (CONTRACTOR TO CORE DRILL FOR TUBULAR STEEL FENCE POSTS AND SET w/ POR -ROC.)
8 14 RETAINING WALL PER CIVIL ENGINEER'S PLANS.
15
16" SO. x 5'-6" HIGH SPLIT -FACE MASONRY BLOCK PILASTER w/ PRECAST CONCRETE CAP. SEE DETAIL F, SHEET L-3.(ALONG TUBULAR STEEL FENCING)
MASONRY WALLS
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TRAQ7# LOT# LEN(3TH(FT.)
WALL HT.
17460 A 116'
61-011
PILASTERS
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TRACT# L QUANTITY
PIL. HT.
17460 A 1
61-611
17460 A 7
51-611
TUBULAR STEEL FENCING
TRACT# L LENGT
WALL HT.
17460 A 203'
6-91
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FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR CONSTRUCTION DETAILS, SEE SHEET L-3
FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-8
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6
REV REVISION DESCRiPTION DATE 16rry [D&E
SHEET KEY MAP
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DRAWN BY' SCALE
KPF MEADOWOOD loo -_ 20'-011
DESMIED BY: TRACT. # 17460 1 DATE:
COMMUNITY FACILITIES DISTRICT
KPF 8/15/06
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A R C H I T E C T U R E
SITE PLANNING
10221-A Trademark
Flancho Cucamonga. 91491t730
E9091 484-28M
Fax (9091484-2802
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