HomeMy WebLinkAbout2896-51
11'-0"
I I
223'
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TYP C18
TYP,
LEGEND:
1. GRANITE BOULDER SIZE PER PLAN, BURY 1/3 OF TOTAL
DEPTH BELOW FINISH GRADE AS SHOWN,
2. FINISH GRADE LINE,
NOTE: CITY INSPECTOR TO APPROVE BOULDERS AND SPOT
LOCATIONS PRIOR TO INSTALLATION.
�� BOULDER PLACEMENT
"J SCALE: N.T.S.
CONSTRUCTION LEGEND:
0 6'-0" HIGH "PROTO II" COMMUNITY PERIMETER SPLIT -FACE BLOCK WALL, ORCO COLOR 200. SEE DETAIL A, SHEET C-5.
2O 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.
O
64" HIGH, 36" SQ. SPLIT -FACE BLOCK PILASTER, ORCO COLOR 200. SEE DETAIL C, SHEET 0-5.
\Z./ FIRE HYDRANT PER SEWER/WATER PLANS.
5O 8' HIGH "PROTO II" SOUND WALL, SPLIT -FACE BLOCK, ORCO COLOR 200, ON Z HIGH BERM. SEE DETAIL C, SHEET C-5.
O ENTRY MONUMENT WALLS, SEE DETAILS E, F, SHEET C-5.
0 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
O INTEGRAL COLOR CONCRETE PAVING, DAVIS COLOR 'SUNSET ROSE", MEDIUM BROOM FINISH, SCORE
LINES AT 4' O.C., SET 45° FROM DIRECTION OF TRAVEL. SEE DETAILS G, H, I, SHEET C-5. NOTE: FINAL
THICKNESS TO BE DETERMINED PER SOILS ENGINEER'S REPORT.
0 18' WIDE, 8" THICK MIN. NATURAL COLOR REINFORCED CONCRETE BANDS W/MEDIUM BROOM
FINISH. SEE DETAILS F, G, H, SHEET C-5.
10 CONCRETE CURB PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
11 6'-0" HIGH "PROTO II" RETAINING WALL AS PER ENGINEER'S PLANS, SPLIT -FACE BLOCK, ORCO COLOR 200.
SEE DETAIL I, SHEET C-5.
12 4" THICK NATURAL COLOR CONCRETE WALK W/MEDIUM BROOM FINISH PER CITY OF FONTANA
STANDARD DETAIL #105A.
13 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-5.
14 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-5.
15 6" WIDE CONCRETE MOWSTRIP. SEE DETAIL B, SHEET C-5.
16 CONCRETE CURB RETURN W/RAMP PER CITY OF FONTANA STANDARD DETAIL #104A.
17 COBBLE PAVING AS PER CITY OF FONTANA STANDARD.
Q4 18 "DESERT SELECT" LANDSCAPE BOULDE AVAIL. THR UGH OUTHWEST BOULD R, (800) 540-1147, PER DET IL A, THIS
SHEET, SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT.
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r4 1 1
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TYP
17
/F
i
KEY MAP
BUMNR AVENUE
PA -1
Underground Service Alert 'PA 10
Cali: TOLL FREE PLAN CROSS REFERENCES
1-800 FOR NOTES AND LEGENDS, SEE SHEET C -3A
FOR '422-4133 FOR SPECIFICATIONS SEE SEE SHEET BOOKLET
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET I -3A
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN SEE SHEET P -3A
CITY OF FONTANA, CALIFORNIA
DRAWN BY:
DER
SUMMIT HEIGHTS
CONSTRUCTION NOTES
1.
CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS
DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR
COMMUNITY FACILITIES DISTRICT
DAT E:
DATE:
GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING
10/14/2002
DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE
APPROVED)' -BY:
DATE:�e•(i
�141M
DWG. NO.:
12896
ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL
GINEER R.C.E. 51152 EXP. DATE 12/31/05
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
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.
1116 a `�-. �+
9.
CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT
TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS.
.24 `�-.
'�-.
10.
ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL
2'R
8 36" -
`_'_..PA•---.
HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS
MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE
30` 42" �,,
OF
``,
WORK.
2�9
11.
IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES,
TYP.
AND/OR ELEVATION, THE STATED DESIGN ELEVATION SHALL TAKE PRECEDENCE.
18 TYP
10 TYP -'�
�'`�
12.
ALL DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.
~
10 TYP
MEDIAN ISLAND CONFIGURATION REVISION.
CONSTRUCTION ELEMENTS WERE CORRECTED
TO ACCOMMODATE THE ADDED TURN AISLE.
NU
17 �
2A.... 42„
3'R .30" `.
SPA, ,
6F 48" N,
TYP 10 024" �� ' ` `•
2
14
0 rvn 4 n TYP.
CONSTRUCTION LEGEND:
0 6'-0" HIGH "PROTO II" COMMUNITY PERIMETER SPLIT -FACE BLOCK WALL, ORCO COLOR 200. SEE DETAIL A, SHEET C-5.
2O 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.
O
64" HIGH, 36" SQ. SPLIT -FACE BLOCK PILASTER, ORCO COLOR 200. SEE DETAIL C, SHEET 0-5.
\Z./ FIRE HYDRANT PER SEWER/WATER PLANS.
5O 8' HIGH "PROTO II" SOUND WALL, SPLIT -FACE BLOCK, ORCO COLOR 200, ON Z HIGH BERM. SEE DETAIL C, SHEET C-5.
O ENTRY MONUMENT WALLS, SEE DETAILS E, F, SHEET C-5.
0 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
O INTEGRAL COLOR CONCRETE PAVING, DAVIS COLOR 'SUNSET ROSE", MEDIUM BROOM FINISH, SCORE
LINES AT 4' O.C., SET 45° FROM DIRECTION OF TRAVEL. SEE DETAILS G, H, I, SHEET C-5. NOTE: FINAL
THICKNESS TO BE DETERMINED PER SOILS ENGINEER'S REPORT.
0 18' WIDE, 8" THICK MIN. NATURAL COLOR REINFORCED CONCRETE BANDS W/MEDIUM BROOM
FINISH. SEE DETAILS F, G, H, SHEET C-5.
10 CONCRETE CURB PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
11 6'-0" HIGH "PROTO II" RETAINING WALL AS PER ENGINEER'S PLANS, SPLIT -FACE BLOCK, ORCO COLOR 200.
SEE DETAIL I, SHEET C-5.
12 4" THICK NATURAL COLOR CONCRETE WALK W/MEDIUM BROOM FINISH PER CITY OF FONTANA
STANDARD DETAIL #105A.
13 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-5.
14 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-5.
15 6" WIDE CONCRETE MOWSTRIP. SEE DETAIL B, SHEET C-5.
16 CONCRETE CURB RETURN W/RAMP PER CITY OF FONTANA STANDARD DETAIL #104A.
17 COBBLE PAVING AS PER CITY OF FONTANA STANDARD.
Q4 18 "DESERT SELECT" LANDSCAPE BOULDE AVAIL. THR UGH OUTHWEST BOULD R, (800) 540-1147, PER DET IL A, THIS
SHEET, SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT.
ltoj
y
N 1, 1 1 0 /
r4 1 1
/
TYP
17
/F
i
KEY MAP
BUMNR AVENUE
PA -1
Underground Service Alert 'PA 10
Cali: TOLL FREE PLAN CROSS REFERENCES
1-800 FOR NOTES AND LEGENDS, SEE SHEET C -3A
FOR '422-4133 FOR SPECIFICATIONS SEE SEE SHEET BOOKLET
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET I -3A
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN SEE SHEET P -3A
CITY OF FONTANA, CALIFORNIA
DRAWN BY:
DER
SUMMIT HEIGHTS
SCALE;
TRACT #15839, 15840
DESIGNED BY:
COMMUNITY FACILITIES DISTRICT
DAT E:
DATE:
DER
10/14/2002
CHECKED BY:
JAFUD
APPROVED)' -BY:
DATE:�e•(i
�141M
DWG. NO.:
12896
s
GINEER R.C.E. 51152 EXP. DATE 12/31/05
LANDSCAPE
ARCHITECTURE
SITE PLANNING
10621 Church St., Suite 106
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax (909)484-2802
RichardKrumwiede
CA Lic, #2834
AZ Lic. # 29115
+' W Lic. # 446
TX. LIC. #1884
PN0 SC APF
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7-31.04
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