HomeMy WebLinkAbout2985-3MONUMENT WALL SIMILAR
TO OPPOSITE CORNER.
2
16
MATO H LI N E "NN" - SEE SHEET C-5 BOULDERS EMBEDDED WITHIN MONUMENT WALL. GONTHACTOH TO SELI
BOULDER OF ADEQUATE SIZE IN ORDER TO ENSURE THIS ACTUAL HEIGK
,E, �. �.. �1� AFTER 1/3 EMBEDMENT AND TO MAINTAIN HEIGHT ABOVE WALL CAP. SEE
DETAILS H,1, AND J, SHEET D-1.
I h '
P.P.A.
P.A. a 4� 6 2 1
M
54 42' 7 8 8 42'
q^Y
I EN IN "M oil=
I �
°D TYP. P.
1 PATCHLINE
4Q1
LU 15
ZI
=1
U
---------------
< 1
�1
1
Z JURUPA AVENUE
Underground Service Alert
JURUPA AVENUE
-----------------1------------------------------------------------2b
28
• iJ#
o0% 4 1 1
H
`. 228 � o � 219 .' 218 1 �
229 12 �� z # 12
o O
P.A. 1
P.A. P.A. co
- -_ - PA'1
..
w
P.A. f� H
1 W
...... -
# P.A. P.A.
P.A. 1
1�
1
10 9 8 14 13 1 LLJ
Ln
1z
1--
1=
4 --
-------------------------------------------------•-----------------------------------� Q
-------- -------------------------------------------- -
G�'
-- .
I
• 211 210 1 209 1 cv
12 i ; 214 1 213 1 212 �� i x°112. U
F-. 217 , 216 � 215 1 ,8•! � . • � . • � � P.A. 1 I-
_1 24• 12 1 W
30. 1 , 1 w
.... a «3° _
T_ P.A. 8 9 i - --1
P.A. i/)
1 P.A. W
1 P.A. ,'. * / • . '. I �' P.A.
I-- P.A.
w r .
(..• .. • j.: - . • �. - . P.A. i P.A. 1 e
W 1 ' P.A. I •q 10 1 -
C . v; I 1 U
•1 , »50.00I 1U
1 14 TYP. TYP.
m 1 i 18 I Z
w I JURUPA AVENUE
ziI
1 -------_._3----------------------------------------------._-_._
-_.--------------------------------------------------------------------------------------------------------- -------- --------------------------------------
P.A. 1
i
18" TYP.
1
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.
Cali: TOLL FREE
12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.
1-800 13. CONTRACTOR TO REFER TO IRRIGATION PLANS FOR SLEEVE LOCATIONS. CONTR. MAY ALSO REFER TO PLANS
422-4133 PREPARED BY BUTSCO UTILITY DESIGN INC. FOR ADDITIONAL SLEEVE LOCATION INFORMATION.
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION LEGEND
6'-0" HIGH SPLIT-FACEIPRECISION (1 SIDE ONLY) BANDED MASONRY BLOCK THEME WALL w/ PRE -CAST CAP PER DETAIL A, SHEET D-1.
20" SQ. x 6'-9" HIGH MASONRY BLOCK PILASTER wi POURED -IN-PLACE CAP AND COBBLE VENEER PER DETAIL B, SHEET D-1.
6'-0" HIGH SPLIT-FACE(1 SIDE ONLY) MASONRY BLOCK NEIGHBORHOOD WALL w/ PRE -CAST CAP PER DETAIL C, SHEET D-1.
0 V-0" HIGH PRECISION MASONRY BLOCK INTERIOR BOUNDARY WALL w/ BEVELED MORTAR CAP PER DETAIL D, SHEET D-1.
V-00HIGH MASONRY BLOCK INTERIOR WALL PER SEPARATE PLAN SUBMITTAL FOR TYPICAL FRONT YARDS. (N. I.C.)
5'-6" HIGH COBBLE VENEER RADIAL MONUMENT WALL w/ WING WALLS, LOGO ACCENTS, AND POURED -IN-PLACE CAPS. SEE DETAILS H AND I, SHEET D-1.
5'-0" WIDE MEDIUM BROOM FINISH CONCRETE SIDEWALK PER DETAILS E AND F, SHEET D-1.
(D MEDIUM BROOM FINISH MEANDERING CONCRETE SIDEWALK PER DETAILS E AND F, SHEET D-1. SEE CONSTRUCTION PLAN FOR DIMENSIONS.
DEEP SCORE JOINT PER PLAN. SEE DETAIL F, SHEET D-1.
10 CONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL F, SHEET D-1.
11 HANDICAP ACCESS RAMP TO SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
12 6" CONCRETE MOWSTRIP PER DETAIL G, SHEET D-1.
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.
"DESERT SELECT" LANDSCAPE BOULDER AVAIL. THROUGH SOUTHWEST BOULDER, (800) 540-1147, PER DETAIL J, SHEET D-1. SEE CONSTRUCTION PLAN
FOR SIZE AND PLACEMENT.
i 7 48" WIDE MONUMENT LIGHT, #FL -3040 -FL -A, AVAILABLE THROUGH LUMEN -8, (714) 595-6884.
18 COBBLE PAVING TO MATCH EXISTING IN MEDIAN PER DETAIL K, SHEET D-1.
19 RETAINING EXTENSION OF NEIGHBORHOOD WALL. SEE WALL MATRIX, SHEET C-6 AND PROTO II DETAILS, SHEET D-4.
24 UTILITY VAULTS w/ RETAINING WALLS PER ENGINEER'S PLANS. SEE SHEET P-1 FOR SURFACE TREATMENT.
21 20" SQ. x 6'-9" HIGH MASONRY BLOCK PILASTER w/ POURED -IN-PLACE CAP, LOGO ACCENT, AND COBBLE VENEER PER DETAIL L, SHEET D-1.
22 2'-6" HIGH COBBLE VENEER RADIAL MONUMENT WALL w/ BOULDER ACCENTS AND POURED -IN-PLACE CAPS. SEE DETAIL M, SHEET D-1.
PLAN CROSS REFERENCES
FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR DETAILS, SEE SHEET D-1
FOR SPECIFICATIONS, SEE SHEET S-1
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET 1-1
FOR CORRESPONDING PLANTING PLAN SEE SHEET P-1
I IAIP1l=pV4nm DRIVE
JURUPA AVENUE
W
z
W
0
Z
M
MY OF FO"r AM, MUF MM
WN BY'
�
SYCAMORE HILLS
TRACT. #16074
SCALE.
BY.
COMMUNITY FACILITIES DISTRICT
DATE:
KPF�D
101
CHECK® BY:
TP D B
bVEA� 40964 DATE/*a
Dwa NO.:
,
RWK
2985'
CfTY E3VGIVEI:R RC.E 5�i5eEXP. DATE f89t�b1 v 31 03
ARCHITIRRA
DESIGN GROUP
L A N D S C A P E
ARCHITECTURE
SITE PLANNING
10621 Church St., Suite 106
Rancho Cucamonga, CA 91730
[9091 484-2800
Fax (909)484-2802
`• *,
• Richard Krumwiede
CALic. #28.34
eAZ Lic. # 29115
W Lic. # 446
�'�•• ,�' TX. Uc. #1884
SC 4,0
urn
a
OF C
Z
g
Z
O
REVISIONS
LEE:
,
Z
KPF
8/30/01
1 p = 20'
5111
�98sC-1
3 of a 3 sfrrs.