HomeMy WebLinkAbout1866 GENERAL NOTES
1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga IMPR VEMEN
FOOTHILL BOULEVARD
Standards and the Standard Specifications for Public Works Construction - current edition. STREET 0 T & STO D PLANS
Contractor shall be familiar with and shall be responsible for adherence to these
Standards and Specifications.
W W
RM RA IN
CIVIC CE TE DR. > t '\
2. All pipelines or substructures of any kind, telephone or power poles, water meters, DRCDROO 79Y W ,
valves, fire hydrants, etc., shown or not shown on these plans within the right-of-way Ch
Z
W
J
limits or in adjacent areas where improvement work is to be done shall be removed, =�- _ - _ - t W
> 0
_
_ J' =
relocated or protected in place as required at no cost to the City of Rancho Cucamonga. ARROW ROUTE- — — �
J. Any contractor performing work on this project shall familiarize himself with the siteVPOJECT SITE
and shall be solely responsible for any damage to existing facilities resulting directly or - _ - — - — _ _ - - - - _ _ _-- - - — -—
indirectly from his operations, whether or not such facilities are shown on these plans. - - - - - - - - - _=w- - - _ - 6 8
-
permit shall be obtained from the City of Rancho Cucamonga Engineering ___ - ---
VICINITY MAP
-- _Department -- - -
prior to any encroachment or construction within City of Rancho Cucamonga -
_� NOT TO SCALE
easement or right-of-way.
5. All grade stokes shall be set by the Contractor or Engineer. Paving stakes shall be set at I
all hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at - 51
II 1
51
not more than 50 foot intervals. Additional paving stakes may be required by City J
Engineer as needed of warped or vertical curve areas. ,I I
6. Al! sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall , I
be constructed prior to paving. � '
_ I
I
7. Compaction tests of embankment construction, trench backfill, compacting original V I AMs -
I
I
ground and a// sub-grades shall be performed at no cost to the City of Rancho 1
Cucamonga. A written report with these compaction tests shall be submitted to the City I b '
Engineer for approval prior to the placement of base materials and/or surfacing. ,
I
i
8. At the completion of paving, a materials report shall be submitted to the City
I
I
Engineer, listing all tests or determinations completed to verify stability, oil content and
I
gradation of asphalt paving.
\ � I
I
I
9. Prior to installation of any paving, a materials report shall be submitted to the Cit
.�
Y I
I
Engineer, listing I
g g a 1 tests or determinations � sieve analysis
completed to verify: R-Valve sIs �
PY \ 1 I
and sand equivalent of aggregate base.
10. Pavingshall be performed \ I
e o ed in accordance with R-V I
\ — I ^ { I LEGEND OF ABBREVIATIONS & SYMBOLS
P a ue and pavement tests taken to � �I
determine structural sections (prior to final plan approval). 14
I T.C. TOP OF CURB `--(100)- - EXIST. CONTOUR
11. When improvements are to be placed on native soils which consists of a rocky I It
material, the sub-grade shall be prepared by removing
all rocks which protrude above
F.L. FLOWLINE ELEV. --100
PROP. CONTOUR
the sub-grade and all voids or depressions shall be filled with a fine grade material of a
3I T.G. TOP OF GRATE -- PROPERTY LINE
quality better than the votive material. +
/ of - -
/ G.B. GRADE BREAK E- DAYLIGHT LINE
12. if the asphalt n -
290
p t co Crete is to be placed on sub grade, a soils sterilant registered by � { F.G. FINISH GRADE SHEET FLOW RATE
I �
the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer s / p i i R.G. ROUGH GRADE GRADED SWALE
recommended rate for the full pavement width prior to paving. u
' I F.S. FINISH SURFACE ENTERLINE
Igo ( I I - `oo ? -
13. Estimate of quantities is provided by the Engineer only for the convenience of the , oe INV. INVERT OF DRAIN SWALE HIGH POINTI
�
developer, the contractor co tactor shall make his own determination P dete oration of construction quantities I F. PAD ELEVATION SUBDRAE
before submitting tting a bid. Any item of work required by these plans which is not � � I I F.F. FINISH FLOOR ELEV. ��S�� SUBDRAJN
specifically listed in the estimate of quantities shall be considered as included in the ' I I
I I G.F.F. GARAGE FINISH FLOOR _ - - _ AREA DRAIN
other items of work. B.V.C. BEGIN VERTICAL CURVE - TOP OF SLOPE
14. Street signs per City of Rancho Cucamonga Standard Numbers 401-A and 401-B , � � I E.V.C. END VERTICAL CURVE TOE OF SLOPE
shall be constructed at each intersection.
8
13
P.1. POINT OF INTERSECTION RETAINING WALL
1 . Cit approval of plans does not relieve the developer from r
Y PP P responsibility for the
P P Y � II
ccrrecti n _ E.P. EDGE OF PAVEMENT FiRE HYDRANT
0 of error and omission discovered Burin construction. Upon request the o
9 P q � + rl
required pion revisions shall be promptly submitted to the City Engineer forapproval.
� T.W. TOP OF WALL ELEV. C--4 STREET LIGHT
I I {
16. Work site and erterior streets shall be in o neat, clean and hazard free, orderly T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL� I I D.F. DEEPEN FOOTING 6 .�1111,1114 DEEPENED FOOTING
state, throughout construction. Site shall be cleaned upon request of the inspector. I I o F o F
17. Contact UNDERGROUND ALERT 1-800-422-4133 and the following Utility Companies
� I L. LENGTH a� o o� WATER METER
g Y P ' I I DWY. DRIVEWAY CATCH BASIN dr LOCAL DEPRESSION
as required, 2 working days prior to excavation.
I
18. The final surface layer of I { N.T.S. NOT TO SCALE
3' O.x. DEPTH OF REQ D OVER EXCAVATION
y asphaltic concrete roadway pavement shall not be placed
�I P.U.E. PUBLIC UTILITY EASEMENT
until all utilities and utility laterals within the roadway have been installed, including all I
on-site grading has been completed, and all unacceptable parkway and roadway
� I
improvements are removed and replacedfaced to the satisfaction of the City Engineer.
l II I
/
BENCH MARK
/
i
THE BENCHMARK ID NUMBER 1S 10039, AT ELEVATION 1208. 173. IT ISA l \ \ �I SOILS ENGINEER: TOPOGRAPHIC SURVEY SOURCE:
'' II I
2 BRASS DISK IN CONC. CURB TA / — �� L I
STAMPED CITY OF RANCHO CUCAMONGA \
G / PACIFIC SOILS ENGINEERING, INC. AERIAL PHOTOGRAPHIC METHODS, FLOWN BY:
BM 10039 1987 AT THE NORTHWEST — I
1
0 HWEST CORNER OF FOOTHILL BOULEVARD —
� _ - - - _ _-_ _- - _ � 3002 DOW ANENUE, SUITE 514, INLAND AERIAL SURVEYS INC.
AND HAVEN AVENUE, 1 FT NORTH OF THE BEGINNING OF THE CURB ______ -- -- -- -- -- _ - -_-___ _ _ _- — _ _ _____. _ — TUSTIN CALIFORNIA 92780
5826 MAGNOLIA AVE.
- - --
RETURN AT THE SOUTHERLY END OF THE CATCH BASIN. ----------- - -- ---- (714) 730-2122
�111/GE111T�R DRIVE RIVERSIDE, CA 92505
_ 8"w - (909)683-3248
ft,.— _ = sz s ss az s sem_ — —
FESS/0
II 38 1 Z PREPARED FOR ID JG�NS At !�
1 4� o F 2
BURNETT
COMPANIES w NO. 24068 1"
3 INDICATES STREET IMP. SHEET NOS. 3A5, 691300INDEX P Bristol Street North Exp. 12/31/05
Suite 200 %P
Newport Bea CA 92660 7T c I
Nom' � V
INDICATES ST FaF CALIFO
ORM IMP. SHEET NO 7 o 100 200 300 400 (714) 5447600
7
8 INDICATES SIGNING & STRIPING PLAN SHEET N0. 8 --- I fw/$6/j gG 06rOeMji4a/ icer-•%f 37 So ro srA:!oX35 aof
,- , , OG�,v �aigLo6�R d✓�7'A/�SAT3'AO T BSS✓
SCALE. 1"=100' _w Q G� �S
NOTICE TO CONTRACTOR: NO.' DESCRIPTION OF REVISION DATE CITY
APP'D
9 INDICATES STREET SECTIONS SHEET NOS. 9, 10, 1 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY x
FOR JOB SiTE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS CITY OF RANCHO CUCAMONGA x
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL k
Underground Service Alert
UTILITY CONTACT WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND STREET IMPROVEMENT PLAN 0
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
0
• • Call : TOLL FREE CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE DRCDROO - 79
OF THE OWNER OR THE ENGINEER. N a
VERIZON (800) 483-3000 SOUTHERN CALIFORNIA EDISON (800) 655-4555
1207 207 W. "D" STREET 7951 REDWOOD AVENUE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
800 TITLE SHEET
ONTARIO, CA. 91762 FONTANA, CA. 92336 SHOWN ON THESE PLANS ARE OBTAINED 8Y A SEARCH OF AVAILABLE RECOF:DS.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EX c;EPT
227-2600 ADELPHIA� COMMUNICATIONS (909) 481 -1115 SOUTHERN CALIFORNIA GAS CO. (800) 427-2000 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL APPROVED BY DATE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER �r a
207 W. D STREET (PORTION OF REDHILL) 570 W. FOURTH ST. CITY ENGINEER R.C.E./No. 24953
ONTARIO, CA. 91762 SAN BERNARDINO, CA. 92401 LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR
THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTUI�. DESIGN RECO NDED m
TWO WORKING DAYS BEFORE YOU DIG LK
CHARTER COMMUNICATIONS (909) 987-6275 CUCAMONGA WATER DISTRICT (909) 987-2591 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY HUNSAKER & ASSOCIATES
10808 FOOTHILL BLVD. 120 10440 ASHFORD ST.
"CAUTION": Remember that the USA Center � (909) 880-0222 AND APE TO BE CONSTRUCTED PER SEPARATE PERMIT. DRAWN - . ' R v ' " E ' " � - SHE
RANCHO CUCAMONGA, CA. 91730 RANCHO CUCAMONGA, CA. 91730 PLANNING ENGINEERING • SURVEYING I
notifies only those utilities belonging to LK reeH 1M , CA 18 19191583-1010 • FX:(919)583-0759 1 O f 14 Op �
the center. There could be other utilities SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL o
present of the work site. The center will REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. CHECKED / R.C.E. No. 24068 DR WIN No. N co
inform you of whom they will notify. 825 EAST THIRD STREET G G. 3NYDER
SANBERNARDINO, CA 92401 (909) 884-8276 DS DATE FILE NO.
L:\161 79\imp\s heetO l .d wg
STREET IA11PR0 VEMENT & STORM DRAIN PLANS
CONSTRUCTION NOTES QUANTITY ESTIMATE:
DRCDROO 79l CONSTRUCT MIN. 5 " AC OVER 6" AB
SUBJECT TO GENERAL NOTES NOS. 9 & 10 ------------------------------------------------- 17,256 S.F.
STORM DRAIN GENERAL NOTES 2�— CONSTRUCT MIN. 4 " AC OVER 4 " AB
SUBJECT TO GENERAL NOTES NOS. 9 & 10 ------------------------------------------------ 25,480 S.F.
l�1 C-904��YGT- GYRR i- nurrcn PARF 49 8 PFR GM4 c PIAN 194 ----------NOT OELCTCD, i 74 t.f
1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the SOUTH NORTH 4a— INSTALL REFLECTANT HYDRANT MARKERS PER CITY STD. PLAN 106—A 12 E.A.
--------------------------
Standord Specifications for Public Works Construction — current edition. Contractor shall be familiar with and shall be R W 126' R W CONSTRUCT DRiVE APPROACH & SIDEWALK PER CITY STD. PLAN 101 TYPE R-1
F--
responsible for adherence to these Standards and Specifications. 6�— CONSTRUCT TEMP. A.C. BARRIER PER CITY STD. PLAN 104 TYPE C1-6----------------------- 150 L.F.
66' 60'
2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. 7 SAWCUT & REMOVE EXISTING A.C. PAVEMENT ________________________________________________ 6,551 S.F.
shown or not shown on these plans within the ri ht—of—wo limits or in adjacent areas where improvement work is to 20' 2' 46' (VARIES) 47' 1 _____------ 6,789 S.F.
P g y � P SIDEWALK FEATHER OVER EXISTING A.C. PAVEMENT TO A SMOOTH JOIN _____________________
be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. EASEMENT ARIE 9 CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY STD. PLAN 101 TYPE C _______________ 17,925 EA.
J. Any contractor performing work on this project shall familiarize himself with the site and shall be solely @_ CONSTRUCT ACCESS RAMP PER CITY STD. 102 ---------------------------------------------- 2 EA.
responsible for any damage to existing facilities resulting directly or indirectly from his operations, whether or not such 1 O 'k 11 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106 A ____________________________________ 744 EA.
facilities ore shown on these plans. VARPLAN
P 2, Al 12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 CASE A MODIFIED ______________________ 1 EA.
NT 13 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PLAN 114 -______________________________- 5294 S.F.
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any �P _ — — _ _ _ _ _ _ INSTALL STREE
encroachment or construction within Cify of Rancho Cucamonga easement or right—of—way. 2:� _ I — 14 BY DEVELOPER THROUGH T LIGHT �HE CITY OF00 L VRANCHO CUCAMONGA8' MAST ARM BY CTRAFF� SE�TION RDINATED13EXISTING —1 EXISTING -----------------
MEDIAN MEANDERING SIDEWALK 15 INSTALL STREET LIGHT 9500 L H.P.S.V. BY SCE, PAID AND COORDINATED
5. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to PROPOSED BY DEVELOPER THORUGH THE CITY OF RANCHO CUCAMONGA TRAFFIC SECTION_________________ 1 EA.
paving. MEANDERING SIDEWALK ALL CONSTRUCTION WITHIN THE STATE RIGHT OF WAY SHALL BE 16 INSTALL STREET LIGHT 5800 L H.P.S.V BY SCE, PAiD AND COORDINATED
ACCORDING TO THE STATE STANDARDS BY DEVELOPER THROUGH THE CITY OF RANCHO CUCAMONGA TRAFFIC SECTION ----------------- 2 EA.
6. Compaction tests of embankment construction, trench backfill, compacting original ground and all sub—grades FOOTHILL BOULEVARD17 CONSTRUCT SIDEWALK PER CITY STD. PLAN 103 --------------------------------------------- 6738 EA.
shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall * N.T.S. (18 _ INSTALL 15 GALLON STREET TREES CONSTRUCTION PER STREET TREE CONSTRUCTION
be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. PROPOSED STRUCTURAL SECTION TO MATCH EXISTING SECTION AND STREET TREE SCHEDULE HEREON _______________________________________________________ 50 EA.
19 ADJUST MANHOLE TO GRADE AS INDICATED3 EA.
7. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the contractor WEST
RIW R�W 20 ADJUST WATER VALVES TO GRADE AS INDICATED _____________ _________ 24 EA.
------------------------
shall make his own determination of construction quantities before submitting a bid. Any item of work required by 134' 21 CONSTRUCT BUS BAY/ RIGHT TURN LANE PER CITY STD. PLAN 119 __________________________ 1 EA.
these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other 22 SAWCUT & REMOVE PORTION OF EXIST. MEDIAN CURB AND RECONSTRUCT NOSE________________ 2 EA.
items of work. 67' 67'
11 23 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307, CASE B --------------------------- 1 EA.
8. City approval of plans does not relieve the developer from responsibility for the correction of error and 20' 20' 11 40' 7' 7' 40' 11 20' 11 1 91 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 300______________________ 1 EA
omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the SIDEWALK (VARIES) (VARIES) (VARIES) 1 92 CONSTRUCT JUNCTION STRUCTURE —18" RCP TO EXiST. 96" RCP PER CITY STD. N0. 333 CASE 2---- 1 EA.
City Engineer for approval. EASEMENT
9. Work site and exterior streets shall be in a neat, clean and hazard free, orderly state, throughout construction. 1 3 2' vO STREET TREE CONSTRUCTION NOTES:
Site shall be cleaned upon request of the inspector. VARIES 7 PER (VARIES) 1. ALL STREET TREES ARE TO BE PLANTED IN
2% 8 PLAN �— T ACCORDANCE WITH CITY STANDARD PLANS.
10. Contact all Utility Companies as required, 2 working days prior to excavation. Provided for your convenience are the �,P� = - - - __ _= - — L — - - - - - _ _ 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING,
following: EXISTING � J EXISTING AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE
PROPOSED MEDIAN MEANDERING SIDEWALK CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT
A. Verizon (800) 422-4132 MEANDERING SIDEWALK DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS
For underground service DETERMINED BY THE CITY INSPECTOR.
HA VEN A VENUE J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND
B. Southern California Gas Company (714) 529-2889 N.T.S. ACCEPTANCE BY THE ENGINEERING DIVISION.
2191 E. Birch Street
Brea, CA 92621 4. STREET TREES ARE TO BE PLANTED PER PUBLIC
IMPROVEMENT PLANS ONLY.
SOUTH NORTH
C. Cucamonga County Water District (909) 987-2591 R1W 88' R1W STREET BOTANICAL NAME COMMON NAME MIN.GROW SPACING SIZE QTY.
10440 Ashford Street SPACE
Rancho Cucamonga, CA 91730 34' 44' CIVIC CENTER DRIVE
11, 12' 22',32' 22', 29' 32' 1 1, 12' P PYRUS CALLERYANA ARISTOCRAT 3' 20' O.C. 15 GAL. 39
HAVEN AVENUE
2' VARIES
7LA
N
8 1 4, 2, �1 M MAGNOLIA GRANDIFLORA MAGNOLIA 8' 60' O.C. 15 GAL. 11
_ 3 2q
�x
EXISTING SAWCUT
SIDEWALK 1
EXISTING
CURB
CIVIC CENTER DRIVE
N.T.S.
-EXISTING SURVEY MONUMENTA TION
pFESS/
I HEREBY CERTIFY THAT HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD (S) THAT COULD BE DISTURBED BY �;) Ps Slyk
THIS PROJECT. ALL SAID MONUMENTS WHiCH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS
AND ARE DESCRIBED AS FOLLOWS: Z
Underground Service Alert
41 NO. 24068
� Exp. 12/31/05
—NONE— /
/ OJGL�VESS/OrO�FA c^y� • �: •
� CIV
IapS SNI• TOLL FREE oOFCAL, �
m
N0. 24068 1-800
Exp. 12/31/05 AiADD CONSTRUCTION NOTESDATED OU SNYDEFS' R.C.t. No. 240689-G•D �p
�9?,eo IVO-FO�\P 227-2600 NO. DESCRIPTION OF REVISION DATE APP'D
CAL
X
TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGAk
k
"CAUTION": Remember that the USA Center STREET IMPROVEMENT PLAN
notifies only those utilities belonging to �
the center. There could be other utilities 7 Q p 2
present of the work site. The center will DRCDROO
/ �J
inform you of whom they will notify. �
CURVILINEAR SIDEWALK NOTES: ".
CURVILINEAR SIDEWLK SHALL BE CONSTRUCTED IN CORFORMANCE WITH CITY OF RANCHO CUCAMONGA DETAIL SHEET
STD. DWG. NO. 114. THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THESE PLANS. P AV E M E NT LE G E N D
NOTE REGARDING CALTRANS: APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKSSHALL BE MADE IN THE FIELD AND INDICATES A.C. PAVEMENT REMOVAL APPROVED BY DATE 4 `= QL
ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS CITY ENGINEER / R.C.E. No. 24953
A PERMIT SHALL BE OBTAINED FROM CALTRANS FOR ANY WORK WITHIN FOOTHILL BLVD. RIGHT OF WAY. INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLICWORKS INSPECTOR INDICATES A.C. PAVEMENT OVERLAY DESIGN RE ENDED m
ALL CONSTRUCTION WITHIN THE STATE RIGHT OF WAY SHALL BE ACCORDING TO THE STATE STANDARDS SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT LK 11UNSAKER & ASSOCIATES
INDICATES NEW A.C. PAVEMENT R v i N E I N C 14
N V
MAJOR CHANGES ARE PROPOSEDTO THE CONCEPTUAL SIDEWALK PAYOUT PLAN, TWO SETS OF REDLINED DRAWN pLANNI ENGINEERING " SURVEYING SHEET
PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED BY THE CONTRACTOR AT THE SAME TIME LK TI„e�' ,W,rnr618
• PH:19491583 1010 • F%:(9+9f i83-0759 2 of 14 ab Cr
THE 48 HOUR NOTICE IS GIVEN TO THE CITY INDICATES P.C.C. CONCRETE SIDEWALK / o
CHECKED 24068 DRAWIIINNG No. �v
DS DATE FI EENO I
L:\161 79\imp\sheet02.dwg
BENCH__iMARKi
,
riv
•
M 1 O 9 1 B T E S O NEAR -FI F O HI L B- UL V R
N A 1EM VENUE, 1T• NRHO EBGINN H UB
VHJlON OF 10p
TA. 18 97 DO
_
o rn
cri
00 -_+ a
V O of
v
VC3 Of, 1�1 fl..) + } + t\
-
.-
uu
ac
- - --
ki
a R ,4
Ed
cit
p O ._ o,
_ _ - ;_
oall Q � o
_ - -r--kc T -
1 {?. 2 o
T 0
R
-
-
- -
9 10 11 12 13 14 PROFILE SCALES 15 16 17 18 19 20
HORIZ: 1"= 40'
VERT.: 1"= 4'
HAVEN AVENUE
"A" AISLE SEE SHEET 4
A I I
12 �' I
9
0
16 5 I 6
v I I
3 � � o � o Q 15 ro 1 56' I
18 T1P. c3 w 16 "n c3 - c3 `D cv 0% + m rn � N C3 u 3 i 00
m O >In (3 o U st 00 "' r 00 In N 00 r I � 00 w_ C0 Orn
rn (.0 M Lei w U - C) w rn O W>
Lei ao r 0�- �i _ o _�n o + 9 I
II O to O CCD rrj m N w r O) + m 00 'w, O) � r7 01 I 2 !
I.,�n0� O - rn O + + + 18 + + O + ~ o 11 d w
+ + 17 1I + -�o o J + + 18 TYP. �' N „ TYP. In Cv + r a , : +
+ 30Uo Ow N N 1 .5' N - m r - '� -1 r F 17
+ + Lw R/W R C j N it I
L
La
+ -
}
3 2 '
rn
0
N
19
cV
� R
h D
19
E
20 8 010+0 � 11+00 1 o 4+ 0 � - - _�. • +N� ��� - - +-N �s+oo 18+00
19+00
7 88 W w N 4 12+00 3 8w ew w - 11 r , a1 G1N19IV3p+V1C E2N A
4AN8�T
CN
E
NWE
RAW
of ESS
/ -E) I ( O JG,PS sw
I I x,�^�•G�pp ��h I 1 ( I / � N0. 24068 lm,,
w
_O I I I ��
Exp. 12/31/05 ;uO I l► I I I 1 7T C I V 11- R�\P
Fo
CONSTRUCTION NOTES CIVIC CENTER DRIVE �OFCAL1
2a - CONSTRUCT MIN. 4 " AC OVER 4 " AB REVISED DWY LOCATION FROM STA: 10+37.50 TO STA.: 10+35.30;
SUBJECT TO GENERAL NOTES NOS. 9 & 10 AlADDED LOCAL DEPRESSION DETAIL C.B. 1 1 a 0?
3 CONSTRUCT CURB & GUTTER TYPE A2-8 PER CITY STD. PLAN 104 3' T 6' 5NO. DESCRIPTION OF REVISION DATE lY
APP'D
IN0__ STALL REFLECTANT HYDRANT MARKERS PER CITY STD. PLAN 106-A 12
7 SAWCUT & REMOVE EXISTING A.C. PAVEMENT m o oma•' � 4 0 20 40 80 120 160 CITY OF RANCHO CUCAMONGA X
Lo
DATA TABLE �- FEATHER OVER EXISTING A.C. PAVEMENT TO A SMOOTH JOIN ; m m n +_ a x
9 CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY STD. PLAN 101 TYPE C, W=PER PLAN, R=8' �00 �' O N � 00 �� '� i PLAN AND PROFILE
U BEARING/DELTA RADIUS LENGTH TANGENT rn � �' -
o ^ SCALE: 1" =40'
o
10 CONSTRUCT ACCESS RAMP PER CITY STD. 102 + �+�N .a ^ + D R C D R 0 0-7 9
1
96'57'03* 50.00 84.61 56.47 In n -� '�
�r-
O2 14'59'57" 107.00 28.01 14.09
lly��12 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106 A CIVIC CENTER DRIVE "
O 4'28'05" 107.00 8.34 4.17 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 CASE A MODIFIED 'n
15 INSTALL STREET LIGHT 9500 L H.P.S.V• BY SCE, PAID AND COORDINATED PAVEMENT LEGEND STA.: 9+24.78 TO STA.: 20+00.00
O 22'05'06" 250.00 19.50 9.75 BY DEVELOPER THROUGH THE CITY OF RANCHO CUCAMONGA TRAFFIC SECTION L-1
0 90'17'10" 8.00 12.61 8.04 16 INSTALL STREET LIGHT 5800 L H•P.S.V BY SCE, PAID AND COORDINATED APPROVED BY DATE L✓� `�
BY DEVELOPER THROUGH THE CITY OF RANCHO CUCAMONGA TRAFFIC SECTION 4V INDICATES A.C. PAVEMENT REMOVAL
O 89'42'50" 8.00 12.53 7.96 17 CONSTRUCT SIDEWALK PER CITY STD. PLAN 103 CITY ENGINEER R.C.E. No. 24953
0 90'45'41" 35.00 55.44 35.47 @_ INSTALL 15 GALLON STREET TREES PER STREET TREE CONSTRUCTION NOTES ��'�, ���, ���'�, G N ,�`�, INDICATES A.C. PAVEMENT OVERLAY DESIGN RE ENDED m
O 01'37'44" 300.00 8.53 4.26 AND STREET TREE SCHEDULE ON SHEET NO. 2 1°' 1� 1°'�O�E 1°'���� 1°'�h'`� 1°'� `�� LK H U N SAK E R & ASSOCIATES
UI R V I N E I N C
n i
"5s
19 ADJUST MANHOLE TO GRADE AS INDICATED '� 11�' '� .�1� '� �1 .�1� ` �1� INDICATES NEW A.C. PAVEMENT '
0 01'37'44" 300,00 8.53 4.26 \ \ \ \ \ DRAWN _ PLANNING • ENGINEERING • SURVEYING SHEET �
20 ADJUST WATER VALVES TO GRADE AS INDICATED LK Tn,ee ,._ Irv. 92618 • (9491 5�3 1010 • FX:(949153-0759 3 O f 14
LOCAL DEPRESSION DETAIL FOR C.B.#1 1 a s y INDICATES P.C.C. CONCRETE SIDEWALK o
CASE "A'" MODIFIED CHECDSED DC UG NY E R.C.E. No. 24068 DRAWING No. N
DATE FILE NO. �
L:\1 61 79\imp\sheet03.dwg
Bi N AT1 zn qn,
10I
Im U U
2' BAS DI K IN C N C R A P D L./, A C O C C M N o•C•
00 1003919 T" AT '-HE NOTH WETC R E F 0 TIL O L VA Dzi !W o vi
AD AE A VENUE, 1 FT NOF THO Ht bEGN /N FTE UB
cn
I Ci OI+
O �
CL N /°
O + -
O + o +
� O
O " N
O tp
O
rn
64.00' 2 31' S;?
10
+ _ tb
m _
Q � �- (R:::2. m N
tb �; R 291
. tb rn
n
06 tb °p rn N
2� m k, NCN
�91
R 1. 5 ° _ 147cd co a° N
'
+ %
o = -
00 0 + °p � o0 od +
cd
_ °p +
TT
6) ._
— - - tb ^ rn
* m �* o o, 2 1 All
72 m rn
0-1.64: c3 of r�
o�
40 r ca 06
I Ile
� cp
tb "�
rn
Cc
o d• of + ^ ;
V.
--
13 14 15 16 17 18 PROFILE SCALES 19 20 21 22 23 24
HORIZ.: 1"= 40'
VERT.: 1"= 4'
CIVIC CENTER DRIVE
SEE SHEET 3 C AISLE
+
L=,J) 111.0
8 �-
14
r
U co =
U
W
07 �
C.�
t— U w — m w
� J
12";- 32 32' w o
_ rn
0o ao
O � o W
14 _ + L
14 N J W LJ Op W W Z
0 0% 00 � U a 14 ,� F- 0 _ "� ao m Ni o, o N W On c3 W
I 00 00 m C7 t` �'� U _ C7 W to � + + + + I
07 —(n ro U ~ C 7 � — + w PO r7 ,^
L 00 In m J m = O O — J � N N 1 3 N v + Q
o-+t � + + Q I� W 13 O J N �t N to + CU
ocw J 't 1.- 18 P. w r N
w- + + - 3Z + + w + W O 13 N 17 17.5 6 7 21 8 W
+ o rn N
0 cel
\� 00 00 waf
/ j w cnW - � � W
5 - o Z
-- ------
W
91H x
r� k.
s
T
L
`f
v
YX /x � l
(�1
{
r h
ti
♦ .K
O ti
'k
s
f
1
r\ �o �, 20 OHO h � o ,`� O ,`�, In ,�`1, ,c�,
2 0 8 7 1 ^ 4 ti 4
LIJ
- -. -- - - -
7 8 22 ~� •• � Z O
GI.�,�• ,,y,Y - .J O oQ�°Pss� °�
�J ch\ Q
\xP X� G07� + Exp. 12/31/05
O NO. 24068 m
w
p�� x� U
- - - -- - - ------- - 9rF c t v i
� REVISEDi__ C N OFCALIfO�
HAVEN A VENUE
� STA. 5+OCTOE230+00 REPLACE LIMITS ON HAVEN AVE. 09/17/03
} ! CONSTRUCTION NOTES
NO. DESCRIPTION OF REVISION DATE lY
1�— CONSTRUCT MIN. 5" AC OVER 6" AB APP'D
SUBJECT TO GENERAL NOTES NOS. 9 & 10
3 CONSTRUCT CURB & GUTTER TYPE A2-8 PER CITY STD. PLAN 104 CITY OF RANCHO C U C A M O N G A x
4a INSTALL REFtECTANT HYDRANT MARKERS PER CITY STD. PLAN 106-A k
DATA TABLE 7 SAWCUT & REMOVE EXISTING A.C. PAVEMENT PLAN AND PROFILE
BEARING/DELTA RADIUS LENGTH TANGENT a8 -- FEATHER OVER EXISTING A.C. PAVEMENT TO A SMOOTH JOIN D R C D R 0 0—7 9 0
a
O 90°45'42" 35,00 55.44 35.47 9 CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY STD. PLAN 101 TYPE C, W=35'p R=8' HAVE N AVENUE n
N
2 5°48'03" 250.00 25.31 12.67 10 CONSTRUCT ACCESS RAMP PER CITY STD. 102
O (FROM CIVIC CENTER DR. TO FOOTHILL BLVD.)
3 5°48'03" 250.00 25.31 12.67 11 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106 A PAVEMENT LEGEND
O STA.: 13+20.09 TO STA.: 24+00.00 �
w ;
0 89°31'29" 8.00 12.50 7.93 14 INSTALL STREET LIGHT 16000 L H.P.S.V. W/8' MUST ARM BY SCE, PAID AND COORDINATED _ w c
" y 0 20 40 80 120 160 _ ,x'' APPROVED BY DATE Q
B DEVELOPER THROUGH T TY
5 G HE C! OF RANCHO CUCAMONGA TRAFFIC SECTION INDICATES A.C. PAVEMENT REMOVAL
O 90 28 31 273.33 26.47 8.07 � � n
17 CONSTRUCT SIDEWALK PER CITY STD. PLAN 103 CITY ENGINEER R.C.E. No. 24953
O 5032'55" 250.00 25.31 13.25' - s —� INDICATES A.C. PAVEMENT OVERLAY DESIGN R E C D M N D E D ?(3— INSTALL 15 GALLON STREET TREES PER STREET TREE CONSTRUCTION NOTES SCALE: 1" =40' HUN SAKE R & ASSOCIATES m LL
� 5°34'44" 136.67 13.31 6.66LL
AND STREET TREE SCHEDULE ON SHEET NO. 2 LK
e 8°20'47" 92.50 13.47 6.45 19 ADJUST MANHOLE TO GRADE AS INDICATED INDICATES NEW A.C. PAVEMENT a ( N E I N c N Q
20 ADJUST WATER VALVES TO GRADE AS INDICATED DRAWN PLANNING • GINEERING . suRV 9)583 S H E E 1 "�
M L Thr Hu es • Irvine, A 9261 PH:(949)583 1010 • FX:(919)sea-0759 4 o f 14 I °
21 CONSTRUCT BUS BAY PER CITY STD. PLAN 119
h, INDICATES P.C.C. CONCRETE SIDEWALK o
CHECKED DRAWING No. N
22 SAWCUT & REMONE PORTION OF EXIST. MEDIAN CURB AND RECONSTRUCT NOSE DS 1' R.C.E. No. 24068 o
D - FILE NO. 3 Q
L:\161 79\imp\sheet04.dwg
7!
E TOR V A T TES E L I 4NE �Ht C A B S N.
V
61 16
�1
0 C. o o N �'
m cj
� o 'Ai o
o +
R:=,
10
T S/PF 0FITE
E D .
I nAf)
R=
QD
m
f 14
0 0, rn
� N
+ N
24 25 26 27 PROFILE SCALES
HORIZ.: 1"= 40'
VERT.: 1"= 4'
0 20 40 80 120 160
SCALE: 1"=40'
SEE SHEET 6
FOOTHILL BLVD.
wU v 66' II I
Li m y w 12o 64, I I
W o`r0 c° c)o EXIST. TELEPHONE
_ 'n r-� ri Q PEDESTAL—PROTECT rri 1
21 N �t wD io4----
10
LTJ - .
Q l
Li _ T - - - - -T—
W 3 7-
o
ti
Q r`
� �.`�,�� 20
= O O 22 1 6 6 J
O O k,
1 0
7 8 x �.
LJ O - - 25+00 - 1 - 2 +00
Z c)
6"G
Q
+ N 12" 12" QvoESs
12"� O PS S �<
Q, �.
G Y
�' B•G l��"�ppJ O��E`Zc
2 n1 1011w i
U M a�
w NO. 24068 m
Exp. 12/31/05 ;u
�9T C/v l �a\P
L � FBF CAL1F0
ti
CONSTRUCTION NOTES
ai CONSTRUCT MIN. 5" AC OVER 6" AB CITY
N0. DATE
DESCRIPTION OF REVISION
SUBJECT TO GENERAL NOTES NOS. 9 & 10 APP'D
HAVEN0- INSTALL R F TAT -
E LEC N HYDRANT MARKERS PER ITY P N 1C STD. LA D6 A
3 CONSTRUCT CURB & GUTTER TYPE A2-8 PER CITY STD. PLAN 104 CITY OF RANCHO C U C A M O N G A x
k
7 SAWCUT & REMOVE EXISTING A.C. PAVEMENT k
PLAN AND PROFILE
a FEATHER OVER EXISTING A.C. PAVEMENT TO A SMOOTH JOIN PAVEMENT LEGEND D R C D R 0 0—7 9 0
10 CONSTRUCT ACCESS RAMP PER CITY S . 102 HAVEN AVENUE
�V Q
13 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD.PLAN 114 INDICATES A.C. PAVEMENT REMOVAL
18 INSTALL 15 GALLON STREET TREES PER STREET TREE CONSTRUCTION NOTES STA.: 24+00.00 T O STA.: 26+40.99 cr-
AND STREET TREE SCHEDULE ON SHEET NO. 2 INDICATES A.C. PAVEMENT OVERLAY Lu
DATA TABLE for HAVEN AVENUE 20 ADJUST WATER VALVES TO GRADE AS INDICATED APPROVED BY DATE ! G a
INDICATES NEW A.C. PAVEMENT a
O BEARING/DELTA RADIUS LENGTH TANGENT 21 CONSTRUCT BUS BAY PER CITY STD. PLAN 119 CITY ENGINEER R.C.E. No. 24953
" 20 ADJUST WATER VALVES TO GRADE AS INDICATED DESIGN REC NDED Z
89'06 14 35.00 54.43 34.46 m LL
INDICATES P.C.C. CONCRETE SIDEWALK H U N S A K E R & ASSOCIATE S
0 08'2047" 92.50 13.47' 6.75' 22 SAWCUT & REMOVE PORTION OF EXIST. MEDIAN CURB AND RECONSTRUCT NOSE '' BIJAN ; E R V I N F i N C N Q
DRAWN PUNNI9FILE
G • SURVEYING S H E E V
BIJAN Three H Irv. , CA 926010 • FX:(949)583-0759 5 o f 14 00 o
o �
CHECKED DRAWING No. N
DS G SNo. 24068
DYE NO. 3 Q
L:\161 79\imp\sheetO5.dwg
H B N H A K ID N E 0 3 T ELEVA TION 1 `08. 1 J 1 1
" B I NC UB ME CI YO RNH UA 0 G
M 1 09 1 (5 T TE S ONR FFOHIL B UL V R
Q6 m m o 0
9cd
m m m C i O O obi N v ,� 1 06
O O O O '� _ 1 O + rac%jj + ± p6 cV p6
IN TAL 6 0 Lit. C , u� ,,� '� '� 1 v '� + ± °oI'll ch
1 -�
trj �r oo � co o � ^ �
+ p + oo + rn
� "�
(b r< rnr\ � � d co `, � �, ,`Do �� �, oma' op o0 U5
-T 7 _ `, �, eF Q� O N Z- N
�'V `' off' O � 00 -\ O � o � O p p n! + �+ O O ^ N N N � N � N �
orn o � ul%o0 0 "' pc`oo + co + o No ^ N N � `- R - 44 ) (R=-0-
Lc)
4 .
ocv
rn - o o N N (R D. 4%b (R -0.46%
N R=
=0.44%) =0. 8
0. % =0 24 ) (R=0-,," -
II 11 W 1,
. Lo Q
Q =Q o
0
-
vr 4-
� m o 0
LIJ l
0
R 0.5 f- -�- c�
,� 1 u, n 1
0 1 U N �
oo rn
1 oNi O cNp N �° coo + too + ^ + ^ ± ^ N ^ N
O + O N + N
c0 O p �+ O '1 O
�� �, O p O O O N O
O O `, O O N O N O cp �} + co + p p <
v o o O p O ^ + 7 O O ^ N ^ N ^ N N N N N N N N
o N O cn O O r\
o+ CNI
O O O `r ± O + a rN, N � N N ^ N
NCN CN N N N N
267 268 269 270 271 272 PROFILE SCALES 273 274 275 276 277
HORIZ: 1"= 40'
VERT.: 1"= 4'
9 I I I
i - - - - - - - I - - - - -
k�10
��$ - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
�60x � h _EXIST. 96" R.C. P
- - - -_ _ _ _ _ _ 0
_ _
- - - - - - - - - - - - - - - - - -_- - - - - - - � ��h - - - - - - - / i / OJT
- - - - - - - - - - - - 01 0
=2V+M = = - -- - - _ - - - - - - - - - - - - - - - - - - - - - - _ - - - - _- - - - - -_- - - - - -_- - - - - -_- - - - - -_ - - - - - -_ - - - �1����
265+00 - C.L. OF CONSTRUCTION - - - - --- - - - - - C.L. OF RECORD - - - - - �0� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P
±LLL
o / ' �� -� �~�O� _270+00 - _ _ O- _ - - - - -- - - - - - - - - -- - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - -LO - - - F� x
A � �'��� o, - - 271+00 _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
_ _ _ - 272+00 - 273+0 ' - -
�� / 20 pd` Ob' �� ^�V h ^�v 274+00 275+00 276+00 277+00 278+00
20 t0 ;t V - - -
c� Y 4 ^� 0 0 O co (0 V
- 20
_ s 7 O h o,0 h�� �, '4b h
EXIST. CdcG _ - - _
EXIST. S w4 - l 1
20 co h a• 7
- � ^`� �ry � 20 TRACT
R W r, -Z- R/W� - -__ - 3 BOUNDARY
+Iwo Lq 3 NiU)�
4q C5 z
3
-
' � G� +ao m 1-7.5'+17:5 - � w - - - - - _ -- - -- -- - ----- -- - - -
�/ �/ / '�N U U J- _ - - -- --
-
_
C6 LJ
cS � c� - o
y.;,
' b0 o c _j M o co _' m 17 5' 17.5' - - - - �? vLjjw cam- - 1/ m mom, v U U qt + w Ln + w N N0 ^oo � w - - - - - - - N = - - - - - - - - - - `-'� - - - - - ---� r`
i 2 cv in U w + + L;Ln 0I
oo N Ln 0 c0 N ~ r r + - ~ Ki_ C4N U o ,,•o + rn 14 N 14 04 + � + +mo 13 + w �? cv I 61 , I
rin + 4 + +o + 0 0
p Nj 0) OCO 00N N 'CO-N N N N � � N + r m m 67
� J N N 14 U : N N V - N N I I I I Of ESS/O
N I 14 0D '� I I I I ��OJG P5 SNJ,O ec<`
12 91 92 N r i
IiNNS
i I I I W N0. 24068 m
� 0 � �' -- HAVEN E N � A V E N U E' °� �P' 12/31/05 �
A I L B AISLE %p CIV
SEE SHEET 5 UF' CA
CONSTRUCTION NOTE
0 0 TH/L L BOULEVARD ��� ��F� ,� �GF� ��' ADDED CATCH BASIN # 12 &
d`��� '�k^� � �`' \hkF 1 LOCAL DEPRESSION DETAIL -t:•��
DATA TABLE 1�- CONSTRUCT MIN. 5 AC OVER 6 AB N0. DESCRIPTION OF REVISION DATE C Y
SUBJECT TO GENERAL NOTES NDS. 9 & 10 l� 4, 4! APP'D
O BEARING/DELTA RADIUS LENGTH TANGENT 3 CONSTRUCT CURB & GUTTER TYPE A2-8 PER CITY STD. PLAN 104 �� CITY OF RANCHO C U C A M 0 N G A k
Qr 00'05'02 28503.24 44.52 22.26 G>_ INSTALL REFLECTANT HYDRANT MARKERS PER CITY STD. PLAN 106-A , x
0 20 40 80 120 160 PLAN AND PROFILE
O2 8T 13'29' 8.00 12.18 7.62 7 SAWCUT & REMOVE EXISTING A.C. PAVEMENT � ^ D R C D R o o-7 9 p _
O3 93'19'19" 8.00 13.03 8.48 8�- FEATHER OVER EXISTING A.C. PAVEMENT TO A SMOOTH JOIN VQ ' ' -
FOOTHILL
<
O N86'40'41"W 97.81' 9 CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY STD.PLAN 102, W=ON PLAN ���, �'o m m SCALE: 1"=40' 10 0 T H I L L BLVD . ( ROUTE 6 6 ) N n
0 1'04'30" 250.00 4.69' 2.35 10 CONSTRUCT ACCESS RAMP PER CITY STD. 102 " FROM DEER CREEK CHANNEL TO HAVEN AVENUE
mom= `= � rnm aom L�
s N85'36'„"w 208.16' `�� °' PAVEMENT ENT LEGEND STA.: 267+00 0o To STA 278+07 7s
13 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD.PLAN 114 o d � o v
O7 85'36 11 8.00 11.95 7.41 + i + cp raj o; + 00 LLJ
14 INSTALL STREET LIGHT 16000 L H.P.S.V. MAST ARM BY SCE, PAID AND COORDINATED N` N � CN + II co N N N - c
cv J + � APPROVED BY - DATE (� � Q
0 94'23'49" 8.00 13.18 8.64 BY DEVELOPER THROUGH THE CITY OF RANCHO CUCAMONGA TRAFFIC SECTION CIN+ " INDICATES A.C. PAVEMENT REMOVAL a
Qs N85'36'11"W 80.82' 18 INSTALL 15 GALLON STREET TREES PER STREET TREE CONSTRUCTION NOTES ' 12 CITY ENGINEER R.C.E. No. 24953
AND STREET TREE SCHEDULE ON SHEET NO. 2 5' 6' 3.5' 6' 5' INDICATES A.C. PAVEMENT OVERLAY DESIGN R E C ENDED ? I-
ro 3'58'34" 250.00 17.35' 8.68 LK HUNSAKER & ASSOCIATES m Ll
20 ADJUST WATER VALVES TO GRADE AS INDICATED Q
' 1 R V I N E I N C
rr
N89-34'45"W 304.88 AN &9l CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 300 1 INDICATES NEW A.C. PAVEMENT DRAWN , • PLAN • ENGINEERING • SURVEYING SHEE1 '� v
" " Three ,, ice, A 618 PH:(949)583.1010 FX:(949)583-0759 I 0
1 92 CONSTRUCT JUNCTION STRUCTURE -18 RCP TO EXIST. 96 RCP PER CITY STD. NO. 333 CASE 2 LOCAL DEPRESSION DETAIL F 0 R C.B.#1 2 INDICATES P.C.C. CONCRETE SIDEWALK LK 6 O f 4 0
1 12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307, CASE B PER CITY STD. N0. 307, CASE B ' ~' CHECKED DRAWING N o. N `�
DS DATEG to S YDE�. FFILE
EENO.e 24068 o Q
L:\161 79\imp\sheet06.dwg
i
8 p�6�
0 , 719 j
0
2 0 2 0 20 1 20
T . 9 5 SA 2 0 STA. 15+501
20 0 20
SA 18+50
6 1
• 9
.4 if0 9) on 0. 9�
22 0 20 0 1 20 , 20 20 1 1200
SA 0 0 SA 3 0 SA 6 ni SA 9 0
(2.0,%) 1
.19
? , '�S �0 2. q
0 0
I IF ow I
IV
95
2 0 1 1 20 1 1 Q 1 1 20 20 1 20 1 1 1 1 1200
S TAl. 1 0 0 1 1 1 1 S A 13+$01 STA. 16+$0 STA. 9 0
10
11
� 6� _ c
0
.1 Ian
-41701 1
2 0 2 0 2 O
STA. 1 0 S111 0 S A 7+90
PROFILE SCALES
HORIZ.:
1"= 20'
' 51
fu
2 0 2 0 2 0
SA 1 0 SA 0 SA 7 0
NO. DESCRIPTION OF REVISION DATE CITY
APP'D
CITY OF RANCHO CUCAMONGA X
STREET SECTION
8 ' (�. 1 DRCDR0O-79 0
9
° CIVIC CENTER DRIVE Na
(FROM CIVIC CENTER DR. TO HAVEN AVE.) � z
STA.:9+50 TO STA.: 19+50 W
APPROVED BY DATE a
q.
2 O 2 0 2 0 CITY ENGINEER R.C.E. No. 24953
Z
S A 12+00 S A 5 O S A St+ O DESIGN HUN AKER & ASSOCIATES REC M DED m 4
LK , � Q
I R V I N E I N C �
DRAWN PLANNING • ENGINEERING • SURVEYING S H E EI V
LK Thi 5 • kvine, U 18 - PH:(949)583 1010 • FX:(949)583-075912 0{ /� r
I �T o ,-
CHECKED DRAWING No. N
DS G• Y R.C.E. No. 24068 a /_�
DATE FILE NO. y 1� 3 Q
L:\16179\imp\sheetl 2.dwg
01 �' 1 1 5' '
o �. c
' Ig p p
I low AL w
'100019 .$ E >>
Q2 0 0 _
4--
40 2 0 - - - � Q _-{- 2 0 Q 40 1 2 _. Q
SA j4+Q0 `� ! SA 7 0 2 SA 0 0 SA 3 0
6,
� `� 1
_.
0 1g C' - 96 6g . _ rod 0 '�
�� 67a Vf (2 °
1 95 58 E �2
0
2 0 0 2 0 0 �, 0 0 0 2 0
SA 4 0 I SA 17+50 �. SA 20+50 SA 3 0
o•
CID
s'
T
1 9 6J 0 l `V y 04. 5 E
Tv JI
�b
4 4n4 , 6q °
O
F
-0--
q0 '--'TT'+u 2 0 0 - 2 0 0 0 0 _ 0 - 2 0
SA 5 0 SA 18+00 SA 1 0 SA 4 0
IIN
LAI9 V 05'5 S
, S E , ( °
9
00
0 2 0 0 \QEp
2 0 0 0 0 2 0
S A 5 0 STA. 8 0 S A 1 0 S A 4 0
lol
5'
PROFILE SCALES
12 VERT.: 1"= 2'
206. 9
' 1 ° 1 tjA"I VE
6� EIN
2 °
poop
8__, _. 6 F _ _ _
0 2 0 0 �Q 0 2 0 {
0 ' °� 0 0 2 0
STA. 6 0 S A 9 0 o STA. 22+00Z4\
S A 5 0
ks REVISED SECTIONS STA:16+50 TO 21 +50
NO. DESCRIPTION OF REVISION DATE CITY
APP'D
1 IT
1 CITY OF RANCHO CUCAMONGA
41 7' 8' G � X
k
'9 Q S ' J STREET SECTION
-- �6 DRCDR00-79 0 _
41 W If
°° ° E 6 � HAVEN AVENUE � Q
4%
FROM CIVIC CENTER DR. TO FOOTHILL BLVD. cr)
1a .4 ° , 1-8 8 P �� STA.: 14+00 TO STA.: 25+50 W
5 : 9' APPROVED BY DATE d� n a
0 Q 2 0 0 2 0 0 2 O Q 2 O CITY ENGINEER �i�y R.C.E. No. 24953
`�. STA. F) 0 S A 9, O S A 2 0 �� S A 5 O DESIGN HUNSAKER & ASSOCIATES RECOMMENDED m LL
NN 2 LK ; . I R V I N E I N C N Q
DRAWN PLANNING ■ E FRING • SURVEYING S H E EI " v
LK Three Irvine, 92618 • 9a91 583 7010 • FX:(949)583-0759
13 of 14 a
1 't o ,-
CHECKED R.C.E. No. 24068 DRAWING No. N
DS DO R
DA _ FILE N0. � Q
L:\161 79\imp\sheet 13.dwg
1 12
5 .52 �.
C
5zu
62
S p ".11 1
1 G
(1 206 02 E G
0�
. ° 2 �
(1205. 1 P
2 O 0 2 0 0 2 0 0 2 0 0 0
T 2 8 46 1 5 4 5 T . 2 7 33
S A. 239+56. 52
jC
53.6 3 ' 4'
12 5• —
0 •� ) S
11.
%Aw �9 j�x
1 .�
2. 9
° °
( 20 .2
6.
2 0 0 2 0 0 2 0 0 0
9 0 2712--OD 2-) 5--0)
S A 9+10, 3$1
A. e-0+E1 . 1 1 5 .
54.9' �2 8
S
opt . 00i ono
07
_ 1 •
1
0 53 E ___41206.4N �
¢ ° If% Zo
W04.60) EP ° 1
2 0 0 2 0 0 46.-6-7
2 O 0
-209--5P 272--5 ) 5 5
+ S A 0 T T 1 + 8.4
J 4'
107,
•9
ti �• 0�• �2• Og O1
S
4 .6 )
1
3
°
1 32 48-2 47
2 O 0 2 0 0 2 O 0
0 0 3 0 76+00
T 4 0 3 9 . 4 1
PROFILE SCALES
12 8
59.74' 4' HORIZ.: 1 = 20
C 1) VERT.: 1"= 2'
12 0. — 1
9 V
gin r,
7
ES G
?. .
o 1
42.16 474
2 0 O 2 0 0 2 O O O
0 5 3 5 6 5
T 4 + .51
NO. DESCRIPTION OF REVISION DATE CITY
APP'D
9 ' 4' CITY OF RANCHO CUCAMONGA X
•9 x
1 —
s 40 E STREET SECTION C3
DRCDR00-79 0
�. 9 FOOTHILL BOULEVARD Nn
15 (FROM DEER CREEK CHANNEL TO HAVEN AVENUE)
of_ LA
o (1 os. o) E STA.:268+54.62 TO STA.: 277+ 13.30 W
46.6 g. APPROVED BY - DATE Q
2 0 0 2 0 0 2 O O O CITY ENGINEER R.C.E. No. 24953
1 O 4-031 7 Q DESIGN HUNSAKER & ASSOCIATES REC M ENDED m 4
T 4 2 . 15 A 2 41
. I R V I N E I N C N Q
DRAWN PLANNING ■ ENGINEERING • SURVEYING SHEET U
LK Three s Irvine, 18 I°M:(949)583 1010 FX:1583-0759
14
O f 14
� r
T "f �
CHECKED DRAWING No. N
DS D G G R.C.E. No. 24068 I �6
DATE FILE NO. 3
L:\161 79\imp\sneetl 4.dwg