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■ TRACT #15709-02
Underground Service Alert
Call: TOLL FREE
1-800
227-2600
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TWO WORKING DAYS BEFORE YOU DIG
T R ACT #15709-01
1
DRAWING NO. 2883
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 ENGINEERS 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 SUBCON-
TRACTORS 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 ELEVATION, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE.
12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.
CONSTRUCTION LEGEND:
i 6'-0" HIGH COMMUNITY PERIMETER "TAN" ANGELUS SPLIT FACE BLOCK WALL PER DETAIL A, SHEETC_7.
2 6'-4" HIGH, 36" SQ. "TAN" ANGELUS SPLIT FACE BLOCK PILASTER PER DETAIL C, SHEET C_-7.
3 6':-W11 CONCRETE MOV1lSTRIP PER DETAIL tom, SHEETPte- r y
4 6'-4" HIGH, 24" SQ. "TAN" A GELS SP IT FACE BLOCK PILASTER PER DETAIL B, SHEET Q.7.
R64TREET LIGHT ER CIVIL ENGINEER'S STREET IMP VE NT N ,
" THICK NATURAL COLOR CONCRETE WALK WIMEDIUM BROOM FINISH PER CITY OF FONTANA
TANDARD DETAIL #105A.
7 LOW ENTRY MONUMENT WALL /PILASTERS EACH SIDE AND STUCCO FINISH, COLOR TO BE MERLEX
P-821-2, PER DETAILS DF, SHEET C_-7.
8 *5" THICK MIN. INTEGRAL COLOR CONCRETE PAVING, DAVIS COLOR "SUNSET ROSE", WITH MEDIUM
BROOM FINISH PER DETAILSai H.1.JTSHEETQ-Z. `NOTE; FINAL THICKNESS TO BE DETERMINED PER.
SOILS ENG'INEER'S REPORT.
9 6'-0" HIGH COMMUNITY PERIMETER PRECISION BLOCK WALL W/STUCCO FINISH, COLOR TO BE MERLEX
P-821-2, PER DETAIL Q, SHEETCy7.
10 WEAKENED PLANE JOINTS. FOR PERIMETER SIDEWALK INSTALL PER CITY OF FONTANA STANDARD
DETAIL #105A, APPROX.10' O.C. TYPICAL. FOR AUTOMOTIVE ACCENT PAVING INSTALL AS SHOWN
PER DETAIL H, SHEET C-7.
11 EXPANSION JOINTS. FOR PERIMETER SIDEWALK, INSTALL PER CITY OF FONTANA STANDARD DETAIL
#105A, APPROX. 50' O.C. TYPICAL. FOR AUTOMOTIVE ACCENT PAVING, INSTALL AS SHOWN PER
DETAIL H, SHEET C-7.
12 CONCRETE CURB RETURN W/RAMP PER CITY OF FONTANA STANDARD DETAIL #104A.
13 HUBBLE AFF -040 -WL 110V FLOOD LIGHTING, ELECTRICAL CONTRACTOR. TO SUBMIT SHOP DRAWINGS
SHOWING LIGHTING CIRCUITRY, POINT OF CONNECTION, ETC. FOR OWNER'S AND LANDSCAPE
ARCHITECT'S REVIEW. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR ANY PERTAINING
PERMITS REQUIRED FOR CONSTRUCTION.
14 12" WIDE, 7 1/2" THICK MIN. NATURAL COLOR REINFORCED CONCRETE BANDS W/COARSE ROCK SALT
FINISH PER DETAILSBAI SHEET -C--7.
15 24" WIDE, 7 1/2" THICK MIN. NATURAL COLOR REINFORCED CONCRETE BANDS W/COARSE ROCK SALT
FINISH PER DETAILSG," SHEET G-1.
16 CONCRETE CURB PER. CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
17 FUTURE SIDEWALK AND CURB RETURN W/RAMP PROPOSED LAYOUT.
18 6W' HIGH 36" SQ. PRECISION BLOCK PILASTER W/STUCCO FINISH, COLOR TO BE MERLEX P-821-2, PER
DETAIL $, SHEET C-.7.
19 RAISED BRCS ESI LET RING PER DETAIL -P, S ET - .
on 6"-12" DECORATED COBBLESTONE PAVING PER CITY OF FONTANA STANDARD DETAIL # 145
SHEET KEY
WALNUT A
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Com!'" OF FONTANA ALIFORNIA
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DFIAVVN BY:
JMC
INDEPENDENCE @ MORNINGSIDE
TRACT. #15709
COMMUNITY FACIL ES /STRICT
SCALE:
1" = 20,-011
DESIGNED BY:
JAK
DATE:
11/17/97
CHECKED BY:
RWKCITY
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APPPO�M BY: 4404 DATE;
ENGINEER R.C.E. P. DATE �
DM. NO.:
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4988321
1
'5115Z `Y-30-05'
PLAN CROSS REFERENCES
FOR NOTES AND LEGENDS, SEE SHEET Cwt
FOR DETAILS, SEE SHEET C-7
FOR SPECIFICATIONS, SEE SHEET S-1
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET I-1
FOR CORRESPONDING PLANTING PLAN SEE SHEET P-1
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LANDSCAPE
ARCHITECTURE
SITE PLANNING
10830 Town Center Dr., Suite 128
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax t9091 484-2802
Richard Krumwieda
CA Lic. #2834 AZ Lic. # 29116 NV Lic, # 446
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CORRECTIONS
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11/17/97
JOB NUMBER
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SHEET NUMBER