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ATCHLINE'S- ' - SEE THIS SHEET
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STREET TREE NOTE: MATCHLINE S -S - SEE THIS SHEET
STREET TREES SHOWN FOR FERFERENCE $ .r
ONLY. SEE PLANTING PLAN, SHT.L-7 FOR • ,
SIZE AND VARIETY.• +„
LIMIT OF WORK
Underground Service Alert
�•` �Call: TOLL FREEN
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1-800 FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR DETAILS, SEE SHEET L-4
422-4133 FOR SPECIFICATIONS, SEE SHEET L-10
FOR CORRESPONDING IRRIGATION PLAN,SEE SHEET L-5
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-7
_ CONSTRUCTION NOTES
1.
CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED
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WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES
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EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS
1
SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALLnp
NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
1
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.v-
3.
ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL
L A N D S C A P E
PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S
ARCHITECTURE
REPRESENTATIVE AND CITY INSPECTOR PRIOR TO POURING (GIVE A MINIMUM OF 48
HOURS NOTICE),
SITE PLANNING
4.
FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN.
10621 Church Street, Suite 106
Rancho Cucamonga, CA 91730
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL
c9091 -
Fax (900919) 4 4848-2802
UNDERGROUND UTILITIES, PIPES AND STRUCTURES CONTRACTOR SHALL TAKE
Qo °"" % Richard Krumwiede
SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT
OF SAID UTILITIES.
CA Lie. #2834
Az Lic. # 29115
6.
a NV I is # 446
yo
TX LIC #1884
7.
CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED
AREAS AS REQUIRED. REFER TO IRRIGATION PLANS.."
8.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER
ND SCA Pt�
SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS
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SHOWN.
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9.
PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT
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THE SUB -GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS.
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10.
CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO
ignat�
REDUCE DIPS, ABRUPT CHANGES, AND SHARP TRANSITIONS.
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11.
ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A
ATF ® F A�-`�®�
CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE
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INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.
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12.
IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES, AND/OR
ELEVATION, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE.
13. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP..
14. CONTRACTOR TO CONTACT CITY FOR ALL INSPECTIONS PRIOR TO INSTALLATION OF
IRRIGATION AND PLANTING. (909) 350-7600.
15. ALL STREET TREES WITHIN 5' OF HARDSCAPE REQUIRE ROOT BARRIER.
C NST TI
F.r.rrrrrrr.rerr rr.F. SPLIT -FACE PERIMETER WALL MANUFACTURER ANGELUS BLOCK COLOR WARM GRAY
(909) 350-0244 w/ ACCENT RUSTIC LEDGE STONE PILASTER, MANUFACTURE ELDORADO
w ® = w w w STONE COLOR SEQUOIA (760) 736-3232. SEE DETAILS B & C, SHEET L-4.
Ir }f............. +� 6'-0" HIGH PRECISION BLOCK WALL, MANUFACTURER ANGELUS BLOCK COLOR WARM
GRAY (909) 350-0244. SEE DETAIL A, SHEET L-4.
3� 6'-0" HIGH 1 -SIDED SPLIT FACE BLOCK WALL, MANUFACTURER ANGELUS BLOCK COLOR
WARM GRAY (909) 350-0244. SEE DETAIL D, SHEET L-4.
4� RETAINING WALL PER CIVIL ENGINEERS PLANS.
5� 5-0 SIDEWALK PER CITY REQUIREMENTS.
CATCH BASIN PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS.
UTILITY EASEMENT PER CIVIL ENGINEERS PLANS.
8 LMD SHRUB AREA. SEE PLANTING PLANS, SHEETS L_7 AND L-8.
6'-0" WIDE LMD TURF AND STREET TREE AREA BETWEEN SIDEWALK AND CURB,
10 5'-6" TUBULAR STEEL VIEW FENCE, SEE DETAIL D, SHEET L-4.
11 5'-6" TUBULAR STEEL GATE. SEE DETAIL E, SHEET L_4.
12 FIRE HYDRANT PER CIVIL ENGINEERS PLANS.
13 STREET LIGHT PER CIVIL ENGINEERS PLANS.
14 TEMPORARY DETENTION BASIN W/ GRAVEL AT BOTTOM.
2 3 10 13 15 A.C. MAINTENANCE DRIVEWAY.
�, 16 6" CONCRETE MOWCURB. SEE DETAIL F, SHEET L-4.
17 ENHANCED PAVING AT ENTRY w/ 18" NATURAL COLOR MEDUIM BROOM FINISH CONCRETE
BANDS AND 8" THICK STAMPED CONCRETE w/ASHLAR SLATE PATTERN AS MADE BY
'BOMANITE. INTREGAL COLOR CONCRETE NO. 21, ADOBE TAN CHROMIX ADMIXTURE BY
11 L.M. SCOFIELD. RELEASE COLOR NO. A-25, LA CRESCENTA BROWN BY L.M. SCOFIELD.
CEMENTONE CLEAR SEALER BY L.M. SCOFIELD INSTALL 10 x 10 x 6 x 6 EWWM WIRE MESH
AT MID HEIGHT. SEE DETAIL G, SHEET LL^4.
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1 2011
CITY OF FOWTAWA, CALIFORMIA
0321-5
DRAWN BY: SCALE: -
Mss TRACT. # 16363 1 "=20' ,
DESIGNED BY: CCDIVIIVIUNIT FACILITIES DISTRICT DATE:
JRI 6/25/03
CHECKED BY APPROVED BY: DWG, NO,:
JAF DATES ' 7• � 3532 Vil CITY ENGINEER R.C.E. 51152 EXP. DATE 12, /03 OF 11 Si --QTS.