HomeMy WebLinkAbout2882-C-1_2Underground Service Alert
Call: TOLL FREE
1-800
422=4133
TWO WORKING DAYS BEFORE YOU DIG
MATCHLINE "BB" - SEE BOTTOM RIGHT
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MATCHLINE - SEE
SHEET
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ARICHITIRRA,
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12
DESICNEC) BY:
DATE:
OF
DESIGN
9/27/99
CHEC ED BY:
APPROVED BY: 1.4/11/0 9
DM. NO.:
DATE:
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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
!f REPLACEMENT OF SAID UTILITIES.
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MATCHLINE AA - SEE MIDDLE BOTTOM6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO
"■pm_________._=____®___-____
-;•-IRRIGATION PLANS.
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� 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO
8" MAIN SLEEVE-++ KRISTINE WAY 10 '� ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN,
„ _
' 20,.4 \ 7 8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE AND PROVIDE
4 WIRE SLEEVE.._--rl�'
' - • . • . • . •' • • - . •--* SUBSURFACE PREPARATION PER SPECIFICATIONS.
N 10 .. ; N
- _ ••.• - - '►"Ilk9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND
' + : F' _ _ _ MOWSTRIP ON P.L.
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IIIII
SHARP TRANSITIONS.
''"'L '`````'`'` '�`'"` ```` w .: 11 10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE
13 41- ' MiN:,�•�• ' ��' ::. - APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.
' .' `• ti�� 11 N
2 1 4 17 �'
_ - �► r� `� 11. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES, AND/OR ELEVATION, THE DESIGN ELEVATION
-
� B.c.R. • • • • � "� � � SHALL TAKE PRECEDENCE.
1144
W �` : F F RB TYP..
VN :Tl- 1 - �.� ; 12 ALL WALKWAY DIMENSIONS ARE TAKEN FROM FAC 0 CU
N S S CONSTRUCTION LEGEND
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� s' -a' 1 7 - ... \ o _ ; " ATERAL S EEVE 1 6'-0" HIGH SPLIT-FACE(1 SIDE ONLY) PRECISION MASONRY BLOCK PERIMETER WALL w/ PRE -CAST CAP PER DETAIL A,
-;:- I �+ 45' R .YP'- Q a - 0% "'-`" SHEET C-3. SPLIT -FACE TO BE VISIBLE FROM STREET.
IL
I--•-'----'""
W B.C.R. Y = 2 24" SQ. 6'-6" HIGH PRECISION MASONRY BLOCK PILASTER w/ PRE -CAST CAP AND LEDGESTONE VENEER
o .' ' CC 4 - PER DETAIL B, SHEET C-3.
U- :. 3 61-011 HIGH SPLIT-FACE(BOTH SIDES) PRECISION MASONRY BLOCK PERIMETER WALL w/ PRE -CAST CAP PER DETAIL A, SHEET C-3.
� 6" IN SLAQ> N
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4 G-0"" HIGH PRECISION MASONRY BLOCK INTERIOR WALL w/ PRE CAST CAP PER SEPARATE PLAN SUBMITTAL FOR TYPICAL
3:10 FRONT YARDS.(N.I.C.)
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•- 5 6'-0" HIGH WROUGHT IRON FENCE PER DETAIL C, SHEET C-3.
• , . ' r• `_
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W S w J 6 6'-0"" HIGH 16' WIDE WROUGHT IRON GATE AT RETENTION BASIN ENTRY PER DETAIL D SHEET C-3.
6 I
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' :. 7 6'-0" WIDE MEDIUM BROOM FINISH MEANDERING CONCRETE SIDEWALK PER DETAIL E, SHEET C-3.
S, ...- 'w
...
• 8 - - ---- 8 DEEP SCORE JOINT @ 10' O.C. PER DETAIL F, SHEET C-3.
S o 1 • • ON
o - - 9 9 CONCRETE EXPANSION JOINT @ 20'0.C. PER DETAIL F, SHEET C-3.
C\I0 4 LATE6L SLEEVE
.. M C ON \
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VIVO! - - - - - - - - �-- i 0 HANDICAP ACCESS RAMP TO SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
' • , - �, ----- �-- - - -�-- --- ----- 16 -- -
' • . - • 1 \ -4" L AL SLEEVE �,, . • , SEE CITY OF FONTANA STANDARD DETAIL #104.
. ; - 15 \ • - g " 11 C OWSTRIP PER DETAIL G SHEET P-3.
S ; -^ '+ B.C.R. 6 CONCRETE M ,
Y 1 - - _m� 12 FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
o , o .:
'011i .. 5 \ o k a 13 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
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�- I Y •:;: 14 IRRIGATION SLEEVING. SEE CORRESPONDING IRRIGATION PLANS.
'
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W • • :• ' B.c.R, DOMESTIC IRRIGATION WATER METER. SEE IRRIGATION PLANS.
s 7 i H• , ; s 16 IRRIGATION POWER PANEUCONTROLLER. SEE IRRIGATION PLANS.
2s
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s 17 EXISTING MEDIAN w/ STREET TREES AND TURF GROUNDCOVER. PROTECT IN PLACE.
C. w - N s
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1 144- 18 RETENTION BASIN ACCESS ROAD PER CIVIL ENGINEER'S GRADING PLANS.
� .. ,� 1 w _ • _ �, � � 8
W N - 17 .. 19 5'-0" WIDE MEDIUM BROOM FINISH CONCRETE SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
,. DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
1 '-o' . 7
B
N .C.R., N
Y - • '� s 21 PROTO II PERIMETER WALL ON TOP OF CONVENTIONAL RETAINING WALL. CONTRACTOR _SHEET KEY M
R 'r Is • - TO COORDINATE COUPLER AND EMBEDMENT PLATE w/ RETAINING WALL DETAIL PER
z yp - s' MA SLE AVE - - 9 CIVIL ENGINEER'S ROUGH GRADING PLANS. HR ENGINEERING, 909 684-9522 WALL
N CONTRACTOR TO OBTAIN REQUIRED PERMITS PRIOR TO CONSTRUCTING WALL. a' '
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e��rrp �REFERENCES
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B.c.R. 12 PLAN CROSS .
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Nine - - - - 5 •� I • P. f 1> 1f H ay 1s
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' FOR NOTES AND LEGENDS, SEE THIS SHEET. - ---- -' -
17 , . B.c.R. ' - 1 1 2 11 S - • 1
' '• - FOR DETAILS SEE SHEET C-3.
"-° R SPECIFICATIONS, SEE SHEET S �!
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`, 10 :'.•'-'':�� •L-1�-' 13 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET 1-1. w � a
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FOR CORRESPONDING PLANTING PLAN, .SEE SHEET P-1. a '
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.7 '' • • • • _ WSTRIP ON P.L.
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\ 4" WIRE SLEEVE ' i ; S
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s"MAINSLEEv MATCHLINE "BB" - SEE MIDDLE TOP
1 21 KRISTINE WAY
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` MATCHLINE "AA" - SEE TOP LEFT
� 20
CITY OF FONTANA, CALIFORNIA
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DRAWN BY:
OF
FORECAST @ NORTH MORNINGSIDE
FORECAST
SOME: ,1
1 20 -Q
ARICHITIRRA,
#14775
LANDSCAPE MAINTENANCE DISTRICT
DESICNEC) BY:
DATE:
OF
DESIGN
9/27/99
CHEC ED BY:
APPROVED BY: 1.4/11/0 9
DM. NO.:
DATE:
RWK
CffY ENGINEER R.C.E. 25126 EXP. DATE 12/3119
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4" LATERAL SLEEVE
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4" LATERAL SLEEVE
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`�+� CENTER WALL ON PROPERTY LINE. 1 1 I 1 1 1 1 1
FENCE LOCATED AT TOP OF SLOPE.
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3 • ; • ; "WIRE SLEEVE
4" LATERAL SLE VE \,{ 4" LATERAL SLEEVE tl
=' W MAIN SLEEVE 1 I I I I I 1 1
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CENTER MOWSTRIP ON P. .
- - - - � �,,'\.\.''�."\`l'�M.\.'1�.\.'�1.'�►.`\\\.'�\.`�\.�.\.1.1.'�'�►�\'�.��.�.'�\\'4�.���ti1.'\\,'�.`�.�\1.'t'\�►'t'�'�`\'�.\.��,..�\.\.\\ti'�'�'��Z''\.\.*\'��\'\�1►1.�.'�►'ti►'�►"'�'\1►�►`�.\�►,`�.�1.�►�.\,'M.'\`�'1."�"'�\''41.1.'4\\`�\'"\�.�'r►.\\.1.\4��1►'"�'\1►'�.'�.'�1,�►�►3►'��.'a.'�'�."+�,"1.�►�.'����.1.'�'1�►�'�.\'�.'R.\1.�.\�.�.�\\.\.\�.\.'\.�A.'\�w\"�1a1.`�.��a�a'\'��r.���a.��'��.�.\�►'�.\.\\��'1r.'�1.'�.\'�1.\.\.\.\.\\�
LIMIT OF WORK
END SIDEWALK AT PROPERTY LINE.
let
11 1
W:
LA N D S C A P E
ARCHITECTURE
SITE PLANNING
10630 Town Center Dr., Suite 128
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax (909) 484-2802
Richard Krumwieda
CA Lic. #2834 AZ Lic. # 29115 NV Lic. # 446
CPN p S C A Aj�
4.0 KI'u h1 oyi�q'4�Cf
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KPF
DATE
9/2711991
SCALE
1
JOB NUiVIBER
90
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ARICHITIRRA,
DESIGN
GROUP
LA N D S C A P E
ARCHITECTURE
SITE PLANNING
10630 Town Center Dr., Suite 128
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax (909) 484-2802
Richard Krumwieda
CA Lic. #2834 AZ Lic. # 29115 NV Lic. # 446
CPN p S C A Aj�
4.0 KI'u h1 oyi�q'4�Cf
"Ow n
�griqUirs
�, wnj_
��
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KPF
DATE
9/2711991
SCALE
1
JOB NUiVIBER
90