HomeMy WebLinkAbout2122-L DEVELOPER/OWNER
LANDSCAPE ARCHITECTURAL PLANS THE HILEMAN COMPANY 1100 GLENDON AVE . SUITE 1700
FOR LOS ANGELES , CA 90024
ENTRY AT NORTH WEST CORNER OF HAVEN AND 4TH STREET (310 ) 470-3461
SHEET INDEX
LANDSCAPE MAINTENANCE DISTRICT NO . 3 L-1 TITLE SHEET
L-2 CIVIL
VICINITY MAP GENERAL NOTES L-3 ARCHITECTURAL
L-4 ARCHITECTURAL
GENERAL NOTES: L-5 ARCHITECTURAL
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE L-6 STRUCTURAL
LANDSCAPE ARCHITECT AND THE CITY.
TRADEMARK
MONUMENT 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
3, ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION.
4, THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY
DAMAGE INSURANCE AS REQUIRED BY LAW.
4TH ST 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT
1-800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
Z
w 8. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL
RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS.
= 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND STRUCTURAL
CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER.
CCONCOURS 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT
V AREA AT THE TOE OF SLOPE.
9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR
THAT ESTABLISHMENT IS ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE
SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT,FALL COLOR, FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH CITY COUNCIL
ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING,WEEDING, IRRIGATION,PRUNING,RAISING TREE ROOT BALLS
WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE
INLAND EMPIRE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER
WITH PROPER COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
10.
CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 760-438-0525. CONSULTANTS
11. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8'WIDE X 6'DEEP CONCRETE HEADERS EXECUTIVE ARCHITECTS: STRUCTURAL:
12. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8'WIDE X 6'DEEP CONCRETE HEADERS
BETWEEN CITY-MAINTAINED O.C.AND ANY PRIVATE-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS HOUSE AND ROBERTSON ARCHITECTS, INC. S KT STRUCTURAL ENGINEERING
� BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6'WIDE X 6'DEEP CONCRETE HEADERS
0 V MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, 6010 WILSHIRE B LVD., SUITE 200 15373 BARRANCA PKWY., S U ITE A201
N V AD ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO
13. FINAL CONSTRUCTION. LOS ANGELES, CA 90036 IRVINE, CA 92618
PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: (323) 935-3158 (949)727-9070
PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
14• PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL ELECTRICAL:
TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR. CIVIL:
� ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. T H O M S E N ENGINEERING, INC. KO N SO RT U M ('I)
PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
MAINTENANCE RESPONSIBILITY MAP 18611 E. GALE AVE. 1532 BROOKHOLLOW DR.
INDUSTRY, CA 91748 SANTA ANA, CA 92705
(626) 965-9350 (714) 6684200
CITY IS TO MAINTAIN MONUMENT
STRUCTURE. ALL PLANTING AND LANDSCAPE QUANTITIES LANDSCAPE:
IRRIGATION IS TO BE AHBE LANDSCAPE ARCHITECTS
MAINTAINED BY THE OWNER. 8729 WASHINGTON BLVD. 1 26
CULVER CITY, CA 90232 , C- �'
TOTAL AREA: 11 783 S. F. (310) 838-0448 FE;�. `
TURF AREA: 61068 S . F.
GROUNDCOVER AREA: 175 S. F. o3 cAm
Off.
SHRUB AREA: 41813 S. F.
8/25/06
ANNUAL COLOR: 727 S. F.
DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA
44
i Y
fBuslAT AW
C� �d HAVE" AV514VI FOURTH STNW
H �
TITLE SHEET
APPROVED BY . - DATE : ids
CITY ENGINEER - RCE No . 24593
DESIGNPROJ-Cr PH 17303
R GCOMMEND�D
--- DRAWNQ.s. SHEET —
CHECKED REVISED RLA NO. DRAWING NO.
DATE J013 NO. c;2 L
PROJECT SHEET OF
BENCH MARK:
AS SHOWN ON PROJECT NO.
DR87-59: CHS. SQ. AT C.L. CATCH
BASIN, N. SIDE "G" STREET 820 FEET
E/0 TURNER AVE. ELEV. 991.56
THE BENCH MARK USED WAS THE T.C.
AT THE N.E. B.C.R. OF CENTER
STREET AS SHOWN ON SHEET 2 OF
12, PER PROJECT NO. DR87-59, FILE
NO. 321
ELEV. 1031.66
CONSTRUCTION NOTES LEGEND
CONSTRUCT CURBSIDE DRAIN OUTLET BF BOTTOM OF FOOTING
PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-A. BW BACK OF WALK
B/W BOTTOM OF WALL
Q_ CONSTRUCT GRATED INLET BOX AT CURBSIDE DRAIN CB CATCH BAS I N
PER DETAIL SHOWN HEREON. EG EDGE OF GUTTER
FF FINISH FLOOR
(D--- CONSTRUCT 4" DIA. SMOOTH INTERIOR/CORRUGATED EXTERIOR FG FINISH GRADE
HIGH-DENSITY POLYETHYLENE DRAIN PIPE (NON-PERFORATED). MINIMUM FL FLOW LINE
I PIPE SLOPE SHALL BE NO LESS THAN 1 PERCENT. FS FINISH SURFACE
GA GUY ANCHOR
♦♦ O4 - CONSTRUCT 4" DIA. PERFORATED CORRUGATED SINGLE WALL G8 GRADE BREAK
1032.00 TC HIGH-DENSITY POLYETHYLENE DRAIN PIPE WITH FILTER FABRIC WRAP HP HIGH POINT
1031.33 FL AND 1 CU. FT. OF GRAVEL PER LINEAL FT. OF PIPE. CONNECT TO 4" INV INVERT
N 89144'58' E 30.47'2 - DIA. NON-PERFORATED DRAIN LINE TO OUTLET. PE POO ELEVATION
`_ -------m -- ; : PP POWER POLE
• w 1 T CONSTRUCT DUCTILEIRON'GRATE AND 4 A DIA. VERTICAL RISER OR EQUAL.ROMETC TOPSL EETLI t
OF CURB .
TF TOP OF FOOLING
•� 2 - 10% .m . : 6a- CONSTRUCT PIPE CONNECTION TO BACK OF PROPOSED PUBLIC CATCH TG TOP OF GRATE
!
! BASIN. FILL VOID SPACE AROUND PIPE PENETRATION WITH NON-SHRINK TSL TRAFFIC SIGNAL LIGHT
S.1 T/j 4' I '� TSPB TRAFFIC SIGNAL PULL BOX
GROUT MATERIAL. TW TOP OF WAIL
S lir, y c J I `� • '• 1031.66 TC
1033.2 FG G / I 1030.96 FL-DRAIN �7 --- PROPOSED 6' HIGH BATTERED COBBLE RETAINING WALL TO BE 2q
�► _ .. 6 1031.03 FL CONSTRUCTED PER DETAIL,ON SHEET L-4• � FLOW DIRECTION ARROW
Q� 1.50' 6.50' \ 1 + S=0.82' Q- PROPOSED 4' HIGH CONCRETE SIGN WALL W/ POLISHED GRANITE VENEER -�- -�---- FLOWLINE OF SWAIE
v G O�v \ L=16.5' ''' 1031.52 TC TO BE CONSTRUCTED PER DETAIL i ON SHEET L-4•
SCALE: 1"�10' �01034.5 FG ' 1032_75 FS ' �\ 1030.85 Fl 8"x4" INLINE DRAIN INLET WITH DOMED DUCTILE
_ 9 PROPOSED 2'-8" HIGH MONOLITHIC CONCRETE BATTERED WALL W/ IRON GRATE
N � 109
POLISHED GRANIT VENEER TO BE CONSTRUCTED PER DETAIL 3 ON SHEET
M
••••••••••••••••••••• 4" DIA. PERFORATED DRAIN PIPE WITH Il
GJ � Q •� ---- - � , : :•: , ( FABRIC WRAP & 1 CU.FT, GRAVEL PER LIN. FT.
`''110 PROPOSED 6' x 18" CONCRETE CURB TO BE CONSTRUCTED PER DETAIL
'y I 99s N t+7 - 4" DIA. DRAIN PIPE
O ,SDS• / 'ri j �•�" ��'t - i N I o HEREON.
011 PROPOSED 8" x 8" CONCRETE MOW STRIP TO BE CONSTRUCTED PER TOP OF GRADED SLOPE (PROPOSED)
$ / W 00 F gy I DETAIL HEREON.
IN
HP 1038.75 TW I : . 4, 9 Sl
A0
I '
1034.5 FG " � 1038.3 FG
oQ t
f _
Q ?! �{ , " I ,• v� � 1031.04 TC � 8 .
MONUMENT STRUCTURE 1030.37 FL Z
d /038.
SYMMETRICAL ABOUT
s 4: 6.50 4 8 5 I
Gq / �• ♦ ?� 7 5.50' 6.50' Q __ _ SIGN .
lc�.
^��� 1038.\T �� Z 3 11 5 091 '•.. . .. � FNVISH ]�DE ..+
10 �s �� O y I i { 10 sAl d4 HET ANNUAL.CROI.(�R TRpW .'
}� 1038.3 FG 0 4 �` T T _.
s• ' c� N `chi YS '�� c 5.31 ,• (cy1 19'0-C. 11 8".�N1 =*WWT10ia . .TAO p-1
�c 6;15�� SLOPE 4 : 7 F1XTU0 ..
/ 1038.75 TW �./. ''- ,� ,r, gym}
/ 9�! �c I •Q 10 t 9 NS " } '�3' + • +4 R1yf A
O I 1038.0 FG o b' STEEL € fiFSTt? 4
/ ♦ I �/. S! '/'G '� I I �- 1030.56 TC W�ALOPE
__ J g f. I4 rzS t
/ ♦ \ I 10 8. TW Dir / 5 �0 tip C ` � I : 1029.89 FL CON A T 381 Qg AN �. ► r irx�+, 9 r.�r�e.
: .
: .. .
�'^
10' I 038.3 F\G / C`3?�pp FC e�. �i Gq�p 11 1.50' (213j.2 8.7100 4 4' DIA.PF-AFORATFJD OIF3AIN'lI1�iE i�IPL: -_
(D / 6j N` �` �. --� . ; . `•. WITH 1 CLI. FT..PERLINEAI.FT..GRAVEI SUMP
VAR _ ._...
� VAR �_
�s' `���
I \ � j / 1038.75 TW \ � ! ! !s _ I A 16"x161 P.C.C. DRAIN BOX
1038.3 FG Fcp 1030.26 TC
2 9.
I ` ,..
! ' I SNI/ �' ^�' 4 ECR GRATE & FRAME
• 1029.59 FL �
1 _ SEE NOTE 1.
��?`9 '�� T ,• +, `t� • �' TO ELEV.
w 1032.75 8/W +'„ > 1035. 2`.;T 1032.0 G ♦ o!`o SEE NOTE 2.
PER PLAN
1032. FG 1030.6 J V
103 .75 TC ,' I
8) �_ 9 103 .6 FG
PROP. STORM DRAIN I 1030.7 FG I N 1030.76 FS /
a N PARALLEZ IWI/R/W UNE t° G�' faIRII/Sr 1030.6 FG
---- 24 SO -T 1 (h - 1030.85 FS 24 SO > - cJ� e, e �, :� , JC 4J rC INV. ELEV.
I' p �.� ?4"c^ -� ��. ?8� PER PLAN
3t I atm tel! - DRAIN BOX
0 1 1030.7 FG Ssd=0.004 to ��,; $ 1024.97 INV �� �O• :RA�, p�. .\ y
94 PIPE 10 �, 6' e" 6"
TYP TYP
o 0 0 10299 8W -°' \�\ . 28"
f030 f3' BIN' t:• : 103U 04 BW 3 fi
1030-09 BW ;':PROP. CONC.-'SIDEWALK..
,...; 82.01 ;
: A :g N
o ; ,. _ Il ,' ��� SECTION A
1 - I
R/W UNE /1 . !�i !p X99 PLAN MEW . PIPE
ALHAMBRATA 47OROR(EQUAL)
?,9 O AS SHOWN PER CITY OF RANCHO
2V 1028.17 INV , PROP. CAT BAS 1'** �; �'�� l`t CUCAMONGA STANOARO PLAN toy-A
4"4 PIPE _____ pp TSPB .T o IT.• ��'� N T
p pj � °O U � C� � ,.' 1 ��--`----------_- 1. FRAME & GRATE SHALL BE ALHAMBRA FOUNDRY 18 x18 TYPE A-2010 FRAME & GRATE
0.209. M cV °' N ►- A 1.00`' C8 I _ OR EQUAL. =::::")
p� ----
"I,
-�_1 --- - -- - -
_.. - •- -- 0 p-o0 -cFO ��. -- - -- ��
00 2. FLOOR OF DRAIN BOX SHALL BE GIVEN A SMOOTH TROWELLED FINISH AND SHALL HAVE
cw C1 Ln -�
PROP. CURB & GUTTER A LONGITUDINAL DROP IN SLOPE OF 1/1 INCH FROM BACK WALL OF BOX TO OUTLET.
0.20%
n d 12 E-
� O t GRATED INLET BO CITY
o o o o o o AT CURBSIDE DRAIN DESCRIPTION OF REVISION DATE PPROvE
o .. DETAIL
N w 3 O N.T.S
0
FOURTH STREET
CITY OF RANCHO CUCAMONGA
--�-- ENTRY MONUMENTATION
fESSIpNA AT N.W. CORNER OF
T h° F� HAVEN AVENUE & FOURTH STREET
A
$z4� � GRADING PLAN
GRAPHIC SCALE fit
10 0 s 10 20 40 APPROVED BY DATE
CITY ENGINEER R.C.E. NO. 24593
DESIGN PROJECT #: PM 17303 RECOMMENDED a 40
( IN FEET ) Thomsen Engineering, Inc. �0•'��1'
1 inch y 10 ft.
18811 E. Gale Ave. DRAWN SHEET
Industry, CA 91748 L-2
Tel. �628� 965-9360
Fax 626 963-2379 CHECKED
DRAWING NO.
GILLzc� R.C.E. N0. 8244 /� I L
ATE FILE NO.6 �_ O'er
PROJECT SHEET NO. -----OF-----
STREET NAME LETTERS ON GRANITE MONUMENT
5 INLAY TO BE 8" POLISHED BRASS,
5GRANITE INLAY AREA TIMES ROMAN PRISMATIC COPY. FOR
AS REQ'D FOR LETTERS SAMPLE TEXT SEE DETAIL #6 ON
CENTERED ON WALL SHEET A-1.7
TRADEMARK
FOURTH STREET o
co
o N 4TH ST
NOTE: THE STREET NAME ON THE SOUTH FACING WALL j
SHOULD READ "FOURTH STREET". THE STREET NAME ON Q
THE EAST FACING WALL SHOULD READ "HAVEN AVENUE".
.�
SOUTH ELEVATION 1/4"=1'-0" CONCOURS 4 ��
ENTRY SIGN "RANCHO CUCAMONGA" LETTERS INLAND EMPIRE
5 TO BE 12" HIGH, POLISHED BRASS, TIMES
GRANITE REVEAL AREA L-4 ROMAN PRISMATIC COPY. FOR SAMPLE TEXT
AS REQ'D FOR LETTERS AND LOGO SEE DETAIL #6 ON SHEET A-1.7
CENTERED ON WALL
`moi i
• RANCHO CAMONC A
o 04
N
10
I
RANCHO CUCAMONGA CITY LOGO. NOTES:SHOP DRAWINGS AND SAMPLES FOR LETTERING AND LOGO
LOGO TO BE 12" HIGH, POLISHED BRASS, INCLUDING COLOR, STYLE, AND FINISH AND SPACING SHALL BE
ALIGNED WITH LETTERING. SUBMITTED TO THE CITY OF RANCHO CUCAMONGA FOR APPROVAL.
SEE DETAIL #4 ON SHEET A-1.7
COBBLE WALL IS TO MATCH EXISTING COBBLE WALL AT 4TH AND
ARCHIBALD MONUMENT IN ALL ASPECTS.
CAST IN PLACE CONC. CAP ON COBBLE WALL IS TO MATCH EXISTING
CAP AT 4TH AND ARCHIBALD IN COLOR AND APPEARANCE.
SOUTH EAST ELEVATION 1/4"=1'—o" 3 VICINITY MAP N.T.S 2
a
6'-6"
BATTERED COBBLE RETAINING
ALL, SEE NOTE 7 ON L-2 0
I
in
_
10
I
in
•
0 0 0 0I GRANITE BATTERED WALL
0 15'-0" + 20-811 T.O.W.
Zo _ 01-01, B.O.W. �' G
I ,
N
NOTE: _ -'~
L-3 GRANITE SIGN WALL DAT�JIi "R F. FOf�:MONUME T.
+ 4'-0" T.O.W. +00.00' = EL. 1032.75'
WEST ELEVATION 1/4 =1'-0 6 5 SEE CIVIL FOR N1.. G AND
L-4 HORIZONTAL:CONTROL.
..
6" X 18" CONCRETE
MOW STRIP N
BATTERED COBBLE
RETAINING WALL 6" CONC. CURB. SMOOTH TROWEL BATTERED ROCK WALL 1
5 ALL LIGHT FIXTURES ARE TO MATCH INISH AND EXP. JOINTS ® 10' O.C. + 6 -0 T.O.W.
LIGHT FIXTURES NORTH
L-4 CORNER OF HAVENTYP
AND 4TH L-4
., SEE NOTE 10 ON L-2
"RANCHO CUCAMONGA" �_ +6'-0""
/
SIGN WALL T.O. COBBLE WALL
--��
+4'-9" 5'-6"
8/25/06
L-4 F.G. CITY
+4'-0" o DESCRIPTION OF REVISION DATE PPROVE
T.O. SIGN WALL 6 1
Lo
o" CUCAMONGA
R �a
CITY OF RANCHO+2 -3, ,
F.G.
L-4
o� _3
ENTRY Y M
0 N
UME
NTA
TI
ON
4
L 3
II • R4�,_ 3 AT N .W. CORNER OF
I —° HAVEN AVENUE & FOURTH STREET
29'-0" PLAN, SECTION, ELEVATIONS, AND SITE MAP
DATE/� . vd
BY
—I I .a APPROVED
A —I . . I I — III I I 4���'�
R.C.E. N0. 24593
CITY ENGINEER RECOMMENDED
I I I I — DESIGN
1 PROJECT #: pm 17303
VIII II �— III _
-- 4" DIA. PERFORATED DRAIN,
\�---- ----��/ 4
— SEE NOT 4 ON L-2 Q•S• �'ti4�
L-3
DRAWN SHEET
L-3
DRAWING NO.
1 2"-1'-0'� CORNER MONUMENT PLAN 1/8"=1'—o" 1 CHECKED R.C.E. N0. RA
SECTION / — 5
DATE FILE NO. 91
PROJECT SHEET NO. -----OF_—_--
I
CAST IN PLACE CONC. CAP
TO MATCH CAP AT 4TH AND
ARCHIBALD
MONOLITHIC CONC. WALL REFER
4"-6" RIVER WORN COBBLE TO DETAIL 1 ON SHEET L-6
VENEER TO MATCH VENEER FOR STEEL SCHEDULE.
AT 4TH AND ARCHIBALD
CONSTRUCT WITH
12" SQ. POLISHED GRANITE
NON—CORROSIVE TIES IN -6 +6'-0"" 12" SQ. POLISHEDGRANITE VENEER
GROUT BED T.O. COBBLE WALL
VENEER WITH 1/2�� GROUT
_ JOINTS #GR15P -
-� #5 VERTICAL ® 24" O.C. BRILLIANT RED BY
w MARBLE TECHNICS GROUP
+ A (213) 657-0648
MORTER SETTING BED
WATERPROOF MEMBRAINE 1'-0" 4'-0" 1/8" MIN. — 1/4" MAX.
�', ' • PER SPECS. .� +/-4'-9" a0
F.G. SEE CIVIL � -�.2'—g" THICKNESS AS REQ'D TO
a T.O.W. PROVIDE COMPLETE
d ° ° 1'-0" FINISHED DIM. ADHESION AND UNIFORM
STEPPED CONC. BLK. WALL a
4 +/-2'-3" SURFACE WITH NO VOIDS9-010
F.G. SEE CIVIL
(6-, 8". 12". AND 16„) REFER TO v OR GAPS
4 T.O. SIGN WALL
DETAIL 4 ON SHEET L-6 FOR STEEL a
SCHEDULE. GROUT ALL CELLS SOLID.
3 v 2" DEEP INSERTS ® REVEAL
2" 2" AND SIGN FIELD. BRASS
A'I-—I I—I 4 ` — a LETTERS TO BE SELECTED BY
12 I m CITY.
" — — 1
4 PERF. P.L. WITH 1 CU. FT. —
A OF GRAVEL CONT. TIE INTO
DRAINAGE SYSTEM WITH RESTORE / PROVIDE +/-2'-3"
FILTER CLOTH WRAP I =) I I=) I =1 I=1 I e .I
+0'-0" BEVELED EDGE TO ALL F.G. SEE CIVIL
1 I IIIIIII-I I - - M`
A e _ F.G. a a EDGES A
ND
CORNERS (TYP
- -_ - SEE CIVIL
I- I IIII=1 I =
NG
d = a — — e• . POURED—IN—PLACE
SIZE TO ALLOW AFOR CFIN FINISHED MIWALL.
DIMENSION
- I I-III-III i- I I-III_
i
CONT. MOISTURE BARRIER _ GRANITE VENEER. REFER TO DETAIL 1 ON
o
FINISHED GRADE ON ALL SURFACE �I _ _ I_ .. •a SHEET L-6 FOR STEEL SCHEDULE.
VARIES EXPOSED TO SUBGRADE a . :e
D
-0- +0'-064
F.G.
F.G. co
•
COMPACTED SUBGRADE 1'—O"
— PER SOILS REPORT e• '
v — Q � o I a • d • .• v a WATERPRROF PER SPECS
d Q _ —
a
Q I4RAVEL CONT. TIIE INTOTH 1 U. FT.
DRAINAGE SYSTEM
4'-0" 2'-0"
M
909 MIN. COMPACTED
ONT. CONC. FOOTING
SUBGRADE
Q
NOTE:COBBLE WALL TO MACH
EXISTING ROCK WALL AT 4TH NOTE: USE FULL SIZE 0% COMPACTED SUBGRADE
AND ARCHIBALD MONUMENT IN _ GRANITE SQUARES ON
ALL ASPECTS. Q BACK OF WALL; SAWCUT
ONT. CONC. FOOTING TOP AND FRONT PIECES
CAST IN PLACE CONC. CAP TO TO MAINTAIN CONSTANT,
MATCH EXISTING CAP AT 4TH TRUE AND PLUMB
AND ARCHIBALD IN COLOR AND ALIGNMENT OF GROUT
APPEARANCE. JOINTS
COBBLE BATTERED RETAINING WALL SECTION 5 GRANITE BATTERED WALL SECTION 131=1'-0311 GRANITE SIGN WALL SECTION 1
All a
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123 . 00678908§%f
8/25/06
DESCRIPTION OF REVISION DCITY
ATE
• PPROVE
A
r
CITY OF RANCHO CU CAM ON GA
ENTRY MONUMENTATION
AT N . W. CORNER OF
2 004 1 HAVEN AVENUE 8c FOURTH STREET
94tM 134MC . . , L M4134CL
PLAN, SECTION, ELEVATIONS, AND SITE MAP
APPROVED BY DATE 16 P , e
iginijaza, CITY ENGINEER R.C.E. N0. 24593
DESIGN PROJECT #: pm 17303 RECOMMENDED
• Q.S. AL •'�i l/J'�.
DRAWN SHEET
L-4
SAMPLE LETTERING STYLE N.T.S. 4 RANCHO CUCAMONGA CITY LOGO N.T.S. 2 CHECKED DRAWING NO.
R.C.E. N0. �I �� -•i�
DATE FILE NO.
T APROJECT SHEET NO. -----OF-__--
CONCRETE HEADER - 1/2" RADIUS
EXPOSED EDGES AND FINISH PER PLAN
1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE
2" IN PLANT BED CR08SINGS)
6" OR 8" 11111-
FINISH GRADE
SEE NOTE 2
FOR DG OR COBBLESTONE
F.S. SHALL BE FLUSH WITH
TOP OF CONCRETE HEADER
,III III o III III III .-
=, 111 II III III I11
�IIII 11=
#3 RE-BAR CONTINUOUS
I III I I I I I I I' (UNLESS OTHERWISE INSTRUCTED)
i
I,
i
NOTES:
1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION JOINTS AT 20'-0" O.C.
A 2. 8" WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED
TURF.
3. CONCRETE TO BE 520-C-2500 MIN.
4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDGE
N TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK, AND BETWEEN ALL TURF AND
GROUNDCOVER AREAS.
a
N
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CITY OF RANCHO CUCAMONGA, CALIFORNIA
r' APPROVED BYE
STANDARD PLAN
CONCRETE HEADER
W 534
�j CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
R.C,E. 24953 SHEET 1 OF 1
CITY STANDARD CONCRETE HEADER DETAIL 3"=1'-0" 1
N
CONCRETE SPECIFICATIONS
am
Ate\
PART 1 GENERAL G ,� Gtl4^i
1.01 Description
For concrete information refer to the Standard Specifications for Public Works Construction(Green Book: Edition per the City of Rancho
Cucamonga). Refer to Sections 4,201,303,and 400,as well as any other sections related to the installation,per and post installation of concrete work,
materials,labor,and clean-up. The Standard Specifications for Public Works Construction is available from:
8/25/06
BI Building News
3055 Overland Avenue
9003 DESCRIPTION OF REVISION DATE CITY
Los Angeles,CA 90034 P P R O VE
(310)202-7775 -
1.02 Scope
Furnish and install all concrete work complete as indicated on the drawings or as specified,including,but not limited to the following: CITY OF RANCHO C U C A M O N G A
A. Furnish and set all reinforcing steel,bolts,and anchors. ENTRY M 0 N U M E N TA TI 0 N
B. Install all items required by other trades which are to be cast into concrete. AT N . W. CORNER OF
C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where applicable. HAVEN AVENUE & FOURTH STREET
1.03 Protection
All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Barricade shall be placed imediately after concrete finishing. CONCRETE DETAIL AND SPECS
Contractor shall fumish,place and remove all of his own barricades. Contractor shall be responsible for any damage to new construction and APPROVED B Y D A TE v
replacement or repair of the work shall be made without added cost to the City.
CITY ENGINES "W� WR.C.E. NO. 24593
1.04 Clean-up
DESIGN PROJECT #: pm 17303 RECOMMENDED
Upon completion of all concrete work and before final acceptance,the Contractor shall remove all tools,surplus materials,apparatus,debris,etc. from Q.S. •r14A 1 o.4'w l
the site and the site shall be left in a clean,neat condition acceptable to the City. V
DRAWN SHEET
L-5
CITY STANDARD CONCRETE SPECS N.A. 2 CHECKED DRAWING NO.
R.C.E. N0.
DATE FILE NO.
PROJECT SHEET NO. _____OF_—___
"BUILDING CODE" REFERENCED ON
THIS SHEET REFERS TO THE 2001 EDITION
OF THE CALIFORNIA BUILDING CODE
104'
WP
GENERAL
REINFORCED CONCRETE
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS 2z/8" •-
AND SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY THS 1. CEMENT SHALL CONFORM TO A.S.T.M. C-150 TYPE II WITH AN 11Ys0" 4'-0' ' 0• 14012' VERT
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. ALKALI CONTENT LESS THAN 0.60%.
2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS
OF THE WORKING DRAWING AND THESE NOTES SHALL BE 2. AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL to 14 HORIZ
WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE. I cv 4016"
BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE ,n - - AS SHOWN
PROCEEDING WITH THE WORK SO INVOLVED. 3. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN .I
3. CONTRACTOR SHALL DETERMINE THE LOCATION OF UTIUTY
ACCORDANCE WITH A.S.T.M. C-94
' ` 06
3
SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO EXCAVATION. " `O 4" PERF PIPE cti 4 PERF fsfPE
4. ADMIXTURES MAY BE USED WITH THE ACCEPTANCE OF THE I 14012 WP
4. NO PIPES DUCT5 SLEEVES, CHASES, ETC. SHALL BEP CED IN STRUCTURAL ENGINEER. ADMIXTURES USED TO INCREASE THE �- F,q yygy w/i CU FT GRAVEL w/1 CU FT GRAVEL
WO KA IUTY OF THE CONCR E SHALL NOT BE CONSIDERED TO PER LF
SLABS, RAMS, 0� WALLS UNLESS SPECIFICALLY SHDAWN OR RE
THE CEMENT CONTET. PER LF
NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR is "
INSTALLATION OF ANY ADDITIONAL PIPES DUCTS ETC.. REFER TO 5. R REFER TO THE ARCHITECTURAL PLANS FOR MOULDS, GROOVES 1408 HORIZ
ARCHITECTURAL AND MECHANICAL PLANS FOR ALL PIPES, DUCTS, ORNAMENTS CLIPS OR TEXTURES REQUIRED TO BE CAST INTd 3" CLR Z :
CHASE, ETC. LOCATIONS. THE CONCRETE ANb FOR THE LOCATION OF DEPRESSIONS, CURBS, 1 -0 1- 4
5. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE AND RAMPS. T&8
REQUIREMENTS OF THE BUILDING CODE ....,. .r
6. CORNERS OF SLAB BEAMS WALLS COLUMNS ETC. SHALL BE a
6. UN ESS 0TH RWISE NOTED ON THE DRAWING THE DETAILS ON
FORMED WITH A 3/4 INCH bHAMFER UNLESS NOTED OTHERWISE. '
p Sg
THI DRAWIND SHALL B USED WHENEVER APPLIC BLE. WHERE NO x=<
Eco
DETAIL IS SHOWN CONSTRUCTION SHALL BE AS SHOWN FOR 7. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS
OTHER SIMILAR WORK.
OF THE A.C.I. 301 20 �p 6' o
8. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER o/10 MIL VfSQUEEN Lo
.�
INSERTS SHALL BE SECURED IN POSITION AND INSOECTED BY THE - - - - -
LOCAL BUILDING OFFICIAL PRIOR TO THE PLACING OF ANY
CONCRETE.
9. LOCATION OF ALL CONSTRUBTION JOINTS NOT SPECIFICALLY 1-14T&B 1'-0' 3' CLR 3-15 CONT 3' CLR ¢�_0"
FOUNDATION INDICATED IN THE PLANS HALL BE REVIEWED BY THE
STRUCTURAL ENGINEER PRIOR TO PLACING AND ORDERING OF 14016" 2'-0"
REINFORCING STEEL.
1. G OTECHNICEAL ENGINEER SHALL VEERIFY THATGRADINGOPERATIONS
RECO MENDATIONS AND NCONCMLUSIONS'O THIS REPORT. 7 MONUMENT RETAINING WALL 4 MONUMENT SIGN
10. CONCRETE SHALL HAVE A MINIMUM TWENTY-EIGHT DAY MONUMENT BATTERED WALL
2. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE COMPRESSIVE STRENGTH, F'C, AS FOLLOWS WITH A MINIMUM OF
WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM 470 LBS. OF CEMENT PER CUBIC YARD & A MAX SLUMP 3 4 IN
EXCAVATION. PLACEMENT STRENGTH WATER CEMENT RATIO
3. BEFORE CONCRETE IS PLACED EXCAVATIONS SHALL BE CHECKED ALTERNATE STD
IN5URE COMPLDIANCE WITHALHIS REQUIREMENITSL ENGINEER TO HOOK
CONTINUOUS FOOTING 2,500 PSI. 0.60
4. ALL FILL MATERIAL IS TO BE APPROVED BY THE GEOTECHNICAL
ENGINEER AND IS TO BE COMPACTED AS PER THE GEOTECHNICAL
ENGINEERS RECOMMENDATIONS.INSPECTION IS REQUIRED DURING 11. ALL CONCRETE MI DESIGNS SHALL BE PREPARED BY A
FILL AND COMPACTION. A LICENSED CIVIL/STRUCTURAL ENGINEER.
5. BOTTOM OF FOOTING SHALL BE AT LEAST 18" INTO
APPROVED COMPACTED FILL SOILS.
6. SOIL DESIGN PRESSURE: 1,000 PSF (UBC TABLE 18-I-A)
12. FLYASH IS NOT ACCEPTABLE UNLESS PREVIOUSLY REVIEWED BY ENGINEER
13. ALL EXPOSED CONCRETE SHALLBE SPRAYED WITH A CONCR
7. SOIL CLASSIFICATION: SM, ML, & SP CURING COMPOUND AT THRECOMMENDED RATE OF TH r- - - -- - -- - --- -�
MANUFACTURER IMMEDIATELY AFTER FINISHING. THE CURING
COMPOUND SHALL COMPLY WITH A.S.T.M. C 309. OTHER METHODS 1 I
°' 'yP SINGLE CURTAIN
pO�F CURING S�MgALY ��BEEyE��,,�� USED EFPER A.C.I. 3��0AA8YY. THE��yy CURING -
TW$CAPPgCATION MMINgE NECaNFTHE7SLABS A IS�COND 1 r - , I # HOOK
TD
APPLICATION SHALL BE APpUED PERPENDICULAR TO THE FIRST. ( :
0
CONCRETE MASONRY L_ J
I ' I
1. NCRETE MASONRY UNITS SHALL gE MEDIUM WEIGHT
I
8?OPEN END UNITS IN ACCORDANCE WITH ASTM C-90. 1 I
2. MORTAR SHALL BE TYPE S CONFORMING TO THE BUILDING CODE.
3. GROUT MIXES FOR FM LESS THAN OR EQUAL TO 15000 PSI: J
FINE GROUT SHALL BE COMPOSED OF ONE PART
PORTLAND CEMENT TO WHICH MAY BE ADDED NOT
MORE THAN ONE-TENTH PART HYDRATED LIME OR ' J J ° Typ
BLE CURTAIN LAP SCHEDULE
LIME PUTTY AND TWO AND ONE-FOURTH 70 THREE DOUBLE PARTS SAND. i
COARSE GROUT SHALL BE COMPOSED OF ONE PARTREINFORCING LAP
PORTLAND CEMENT TO WHICH MAY BE ADDED NOT /
MORE THAN ONE-TENTH PART HYDRATED LIME OR
LIME PUTTY AND TWO TO THREE PARTS OF SAND, ! /
AND NOT MORE THAN TWO PARTS GRAVEL.
/.r , � #3 - #7 56 BAR DIAMETER
4. COARSE GROUT MAY BE USED IN GROUT SPACES IN SS /// #8 - #g 66 BAR DIAMETER
MASONRY 2 INCHES OR MORE IN HORIZONTAL DIMENSIVVN AND IN
GROUT SPA8ES IN fI �ED-CELL CONSTRUCTION 4 INCHES OR #10 X11 84 BAR DIAMETER
KK �. .
MORE IN B TI HO I NTAL DIMENSIONS. / // .
5. ALL CELLS FOR HOLLOW UNIT CONSTRUCTION THAT SHALL BE
FILLED SOLID WITH GROUT. REINFORCING STEEL /. /
¢ MONUMENT SIGN 2
6. ALL CELLS THAT RETAIN EARTH OR BELOW GRADE SHALL BE 1. REINFORCEMENT SHALL CONFORM TO A.S.T.M. A-615, GRADE 60
FILLED SOLID WITH GROUT.
2. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A-185.
7. IF GROUTING HAS STOPPED FOR ONE HOUR OR LONGER 3. REINFORCING FABRICATION SHALL CONFORM TO A.C.I. 318 r
A HORIZONTAL CONSTRUCTION JOINT SHALL BE FORMED IT?
STOPPING
-
STOPPING ALL TIERS AT THE SAME ELEVATION AND WITH THE 4. WELDING OF REINFORCING STEEL SHALL CONFORM TO A.W.S. D1.4.
GROUT 2 INCHES BELOW THE TOP.
5. LAPS AT BAR SPLICES SHALL BE 56 BAR DIAMETER MIN. FOR
g, CONSTRUCTION OF GROUTED MASONRY AND HOLLOW UNIT CONCRETE AND 65 BAR DIAMETER MIN. FOR
MASONRY SHALL BE IN ACCORDANCE WITH CHAPTER 21 FOR MASONRY UNLESS NOTED OTHERWISE.
OF THE BUILDING CODE. _ SE 2�ti$
6. VERTICAL AND HORIZONTAL REBAR ARE TO BE SPUCED 1 ¢ / ° %L 3.31-2W
9. ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE GROUTED AT ALL INTERSECTIONS PER // //
gg0 Ipp Y IN PLACE WITH NOT LESS THAN 2 INCHES OF GROUT
SUDR�UNDING THE BOLT. �P
10, LAY MASONRY UNITS IN RUNNING BOND 7. REINFORCING
INF STEL SH COVER PROVIDED WITH THE FOLLOWING I I /
11. MASONRY WALL: FSM 1500 P.S.I.
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 :. L
COMPONENTS: CMU 1900 P.S.I. EXPOSED TO EARTH OR WEATHER:
GROUT 2000 P.S.I. NO. 6 THROUGH NO. 18 BARS
NO. 5 BARS, 5/8 INCH WIRE AND SMALLER 1 1/22" L. -- - -- - J CITY
NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: DESCRIPTION OF REVISION DATE kPPROVED
SLAB WALLS JOISTS:
Nd. 14 AND NO. 18 BARS 1 1/2"
NO. 11 AND SMALLER BARS /4"
BEAMS GIRDERS, COLUMNS: "
SHELLS• ANDRF6LDED, PIAER MEMBERSPIRALS 1 1/2-
SHELLS
3/439 4" CITY OF RANCHO C U C A M 0 N G A
N0. 5 BARS, 598 INCH WIRE AND SMALLER 1�2"
8. ALL REINFORCING STEEL ANCHOR BOLT, DOWELS AND INSERTS ' ENTRY MONUMENTATION
SHALL BE WELL SECURED IN POSITION PRIOR f0 PLACING OF AT N.W. CORNER OF
CONCRETE OR GROUT.
9. UNLESS OTHERWISE NOTED, FURNISH ENO. 3 TIES AT HAVEN AVENUE & FOURTH STREET
FOOTINGMTOESECURE THE PRINCIPLE CENTER
E NFORCEMENT BEAMS AND
10. WHEN REINFORCING STEEL IS TO BE WELDED THE STEEL SHALL
COMPLY WITH THE A.S.T.M. A-706. THIS REUIREMENT MAY BE
SATISFIED BY THE USE OF STEEL COMPLYINGWITH THE A.S.T.M. Q APPROVED BY DATE
A-615 PROVIDING THAT THIS STEEL MEETS THE CHEMICAL [
EQUIVALENT REQUIREMENTS AND CHEMISTRY LIMITS OF A.S.T.M. w�, `�'� CITY ENGINEER R.C.E. N0. 24 9S
DESIGN PROJECT : PM 17303 RECOMMENDED
A-706. SF 6 #
zd� � � .
SKT STRUCTURAL ENGINEERING dtk 10 1i(.
DRAWN 15378 BARRANCA PKWY., SUITE A-= SHEET
IRVINE, CA 22818 L-6 ,
CHECKED DRAWING NO.
R.C.E. NO.- �I
DATE FILE N0.
PROJECT SHEET NO. OF