HomeMy WebLinkAbout22061. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION — CURRENT EDITION, INCLUDING ITS ANNUAL AMENDMENTS. CONTRACTOR
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE
STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER
METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN
THE RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE
DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST
TO THE CITY OF RANCHO CUCAMONGA.
3, ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH
THE 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.
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO
CUCAMONGA EASEMENT OR RIGHT—OF—WAY.
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF
SUB—GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING
STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE
AREAS.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING
ORIGINAL GROUND AND ALL SUB—GRADES SHALL BE PERFORMED AT NO COST TO THE CITY
OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL
BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE
MATERIALS AND/OR SURFACING.
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY
ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL
CONTENT, AND GRADATION OF ASPHALT PAVING.
9, PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO
THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY:
R—VALVE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN
TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL).
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY
MATERIAL, THE SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH
PROTRUDE ABOVE THE SUB—GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH
A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERILANT
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED
AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO
PAVING.
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF
THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE
FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK,
OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN
THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF
WORK.
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401—A AND
401—B SHALL BE CONSTRUCTED AT EACH INTERSECTION.
15, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR
THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
ENGINEER FOR APPROVAL.
16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE,
ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF
THE CITY INSPECTOR.
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION.
SEE CONTACT INFORMATION PROIVIDED ON THIS SHEET.
1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL
CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL MAINTENANCE MANUAL AND
STANDARD PLANS ALONG WITH CITY STANDARD NO. 133 UNLESS OTHERWISE APPROVED OR
DIRECTED BY THE CITY ENGINEER.
2. PROCEDURES FOR PAINTING IN OF STRIPING AND
PAVEMENT MARKINGS AND INSTALLATION OF
PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION AND THE FOLLOWING PROVISIONS.
A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS (S.A.E.) UNLESS
OTHERWISE NOTED.
B. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET
SANDBLASTING.
C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE
INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS.
D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED
PRIOR TO INSTALLATION OF STRIPING AND MARKINGS.
E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY
TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS.
F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACE SHALL BE
AN APPROVED LOW VOC TYPE, 15 mil THICK (WET). INSTALLATION SHALL BE IN TWO COATS
WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED.
G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT
AND BE 10 mil THICK (DRY), UNLESS OTHERWISE NOTED.
H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS
WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER,
I. ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH APPROPRIATE PERMITS AND
TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS.
J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY
AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER.
3. STREET NAMES SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401—A.
4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO, 401—B.
Underground ServiceAlert
••
OR
TEMPORARY BENCHMARK OF
■Call: TOLL FREE RANCHO CUCAMONGA
1" IRON 1
P PAVEMENT
il -
LINE INTERSECTION OF FOOTHILL
227-2600 BOULEVARD ROCHESTER i r AVENUE
ELEVATION:i •
WORKINGTWO DAYS BEFOREYOU DIG
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COMPLETE 'i' C FOR JOB SITE CONDITIONSDURING THE COURSEOF CONSTRUCTIONOF
PROJECT INCLUDING SAFETY ALL
PERSONS
i y PROPERTY;
ri• r t REQUIREMENT SHALL
APPLYi i AND NOT BE LIMITED TO NORMAL WORKINGHOURS;
SHALL DEFEND, - INDEMNIFY AND HOLD THE OWNER,. AND THE CITY OF RANCHO
CUCAMONGA HARMLESS FROMAND ALL LIABILITY, REALOR ALLEGED, IN CONNECTION
PERFORMANCE
r ity i it ON r■i EXCEPTING it LIABILITY ARISING
FROM
THE i
NEGLIGENCE OF OWNER, THE ENGINEER, OR OF RANCHO t 'i •
ALL - AR AND CONTRACTORS PERFORMING i` i ', ON OR RELATED i THESE
PLANS SHALLII • OPERATIONS Si THAT EMPLOYEES ARE PROVIDED A PLACE TO WORK
AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
"OCCUPATIONAL SAFETY AND HEALTH
■ # OF AND "CONSTRUCTION
i r,r r. ENGINEER. THE CIVIL SHALL NOTBE RESPONSIBLE ANY WAY FOR
CONTRACTOR O•
1;UBCONTRACTORS COMPLIANCE t REGULATIONS AND ORDERS.
"E EXISTEICE,\r APPROXIMATE LOCATION OF ANY R "i OR STRUCTURES
SHOWN ON PLANS WERE OBTAINED Bl SEARCH OF iRECORDS. TO THE BEST OF
OUR KNOWLEDGE,THERE ARE
NO EXISTING UTILITIES it STRUCTURES
. EXCEPT AS SHOWN ON THESE
ENGINEERPLANS. THE ASSUMES NO LIABILITY AS TO THE EXACTi i i OF , 1 LINES NOR FOR
UTILITIES OR IRRIGATION LINES - WHOSELOCATIONS
ARE CONTRACTOR
SHALL
.
RESPONSIBLE OALL UTILITY AND IRRIGATION COMPANIES ■ i• i EXCAVATION
WORK
TO DETERMINE iCT LOCATION OF ALL AFFECTING THIS WORK,OR
NOT
HEREON, AND
it ANY DAMAGE OR PROTECTION OF
THE CONTRACTOR SHALL CALL IN r LOCATION REQUESTi UNDERGROUND SERVICE
ALERT y
■ i 1-800-227-2600 TWO WORKING DAYS "PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUE1
BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE
APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY t
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE
DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE
SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS:
1D 1" COUNTY SURVEYOR'S MONUMENT
ED 2" BRASS DISC STAMPED "T1 S R6W 6,5,7,8 LS3712"
DATED____ _ ___________—____®______�_
JEFFER . MEITER, R.C.E. #64696 06/30/09
PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD
FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING
REFERENCES TO BE USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE
PROVIDED TO THE CITY.
PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER
RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF
THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION
OF THE PROJECT SHALL BE PROVIDED TO THE CITY.
CONSTRUCTION NOTES FOR T T TREES:
1. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT
SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR
NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED
BY THE CITY INSPECTOR.
2. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
ENGINEERING DIVISION.
3. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
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11951, 11973, 11995, 12009, 12035
FOOTHILL BOULEVARD
8163 ROCHESTER
RANCHO CUCAMONGA,■
CIVIL ENGINEER
ASSOCIATED
STREET3311 E. SHELBY
#NTARIO, CA91764-4872
" +9 980-1982
y.9 941-0891
CONTACT. ■
SOILS
RMA
GROUP , ■
STATE ROUTE210
CITY OF
RANCH O
CUCAMONGA
BASE LINE ROAD
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VICINITY MAP
NOT TO SCALE
STREET IMPROVEMENTS
FOOTHILL BOULEVARD
Is
i
1
PAINT DOUBLE YELLOW CENTER LINE STRIPE PER CITY OF
520 LF
FOR AND COORDINATED BY DEVELOPER
RANCHO CUCAMONGA STANDARD PLAN 133,
BACK OF WALK
SHEET 3
PAINT 4" WHITE SKIP STRIPE PER CITY OF RANCHO
I RANCHO CUCAMONGA CA 91730
REPORT #07-028-01�
1
CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF
657
LF
PAINT 4" SOLID WHITE PER CITY OF RANCHO CUCAMONGA
1900 LF
PH: (909) 9$9-1751
STANDARD PLAN 133
RANCHO CUCAMONGA STANDARD PLAN NO. 104
3
PAINT 8" WHITE CHANNELIZING STRIPE PER CITY OF RANCHO
820 LF
" I (909) 987-6275 (909) 880-0222
FAX (909) 989-4287
CONTACT: MR. ED LYONS
2
CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO
2,190
LF
TOTAL • a
I
STORM DRAIN MAHQLE
CUACAMONGA STANDARD PLAN NO. 104
PAINT 6" WIDE SOLID BIKE LANE STRIPE PER DETAIL 39 OF
1,600 LF
TREES
35' C.
CALTRANS STANDARD PLAN A20D
AGENCY/UTILITY3
6
PAINT WHITE PAVEMENT LEGEND PER CALTRANS STANDARD
16 EA
SHEET
PLAN A24A—A24D (TYPE AS INDICATED)
CONTACT LIST
FURNISH AND INSTALL TRAFFIC SIGN AND POST PER CITY OF
PLACE 8" AC PAVEMENT OVER 10" CLASS 2 AGGREGATE BASE
25,138
SF
RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION
3 EA
PAINT 6" WIDE DASHED BIKE LANE STRIPE PER DETAIL 39A
400 LF
(FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS
OF CALTRANS STANDARD PLAN A20D
9
FURNISH AND INSTALL TYPE "H" MARKERS PER RANCHO CUCAMONGA
SOUTHERN CALIFORNIA
PROTECT IN PLACE
RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST
4
1O
FURNISH AND INSTALL 818.1 "RIGHT LANE MUST TURN
► GAS COMPANY
O.C.ROCHE
EDITION. FINISH COURSE OF 0.13' ARHM
HARDSCAPE PLANS— FOOTHILL BOULEVARD
11
FURNISH AND INSTALL R26(S) "NQ STOPPING ANY TIME" SIGN
8 EA
216 NORTH EUCLID AVENUE
FURNISH AND INSTALL OMNI TRANS BUS STOP (CITY TO
1 EA
CUCAMONGA STANDARD PLAN NO. 102
COORDINATE NEW STOP)
7
13
ONTARIO, CA 91761
(800) 427-2000
4
SAWCUT AND REMOVE EXISTING AC PAVING
25,138
SF
14
I . GOCAST
5
REMOVE EXISTING PCC CURB AND GUTTER
2,797
LF
16
FURNISH AND INSTALL R 6-1 "ONE WAY" SIGN AND SYMBOL
1205 DUPONT STREET
ONTARIO, CA 91762
6
CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO
3
EA
FURNISH AND INSTALL OM2 -2H REFLECTORS
2 EA
(909) 983-9895
FURNISH AND INSTALL R81 "BIKE LANE" SIGN WITH SYMBOL
CUCAMONGA STANDARD PLAN NO. 307
2O
FURNISH AND INSTALL WR9-3A NO PEDESTRIAN CROSSING SYMBOL
1 EA
VERIZON
83
I (800} 483-3000
7
CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA
1,087
LF
4 EA
WITH R9 -3G & R9 -3D SIGN
STANDARD PLAN NO. 114 (W=6' WHEN CURB ADJACENT)
23
FURNISH AND INSTALL R73-3(CA) "NO U—TURN" ON MAST ARM
2 EA
CUCAMONGA VALLEY
8
INSTALL 16,000 LUMEN HPSV STREET LIGHT BY SOUTHERN
4
EA
ESTIMATE OF QUANTITIES AND SHALL RELY ON HIS OWN
WATER DISTRICT
CALIFORNIA EDISON: PAID FOR AND COORDINATED BY DEVELOPER
QUANTITIES IN PREPARING HIS BID.
10440 ASHFORD ROAD
STREET TREE QUANTITIES
I RANCHO CUCAMONGA, CA 91730
9
CONSTRUCT CURBSIDE DRAIN OUTLET—LOW CAPACITY PER CITY OF
2
EA
(909 ) 9$7-2591
RANCHO CUCAMONGA STANDARD PLAN NO. 107—A.
`
(ELECTRIC)
CITY OF RANCHO CUCAMONGA
10
INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1
39
EA
NOT TO SCALE
i 10500 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91731
11
RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID
1
EA
1
PAINT DOUBLE YELLOW CENTER LINE STRIPE PER CITY OF
520 LF
FOR AND COORDINATED BY DEVELOPER
RANCHO CUCAMONGA STANDARD PLAN 133,
BACK OF WALK
2
PAINT 4" WHITE SKIP STRIPE PER CITY OF RANCHO
850 LF
1,320 SF
CUCAMONGA STANDARD PLAN 133.
1080$ FOOTHILL BLVD. X120
2A
PAINT 4" SOLID WHITE PER CITY OF RANCHO CUCAMONGA
1900 LF
INFORMALNON
'i,
STANDARD PLAN 133
ELECTRIC METER
3
PAINT 8" WHITE CHANNELIZING STRIPE PER CITY OF RANCHO
820 LF
" I (909) 987-6275 (909) 880-0222
CUCAMONGA STANDARD PLAN 133
CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO
4
PAINT WHITE CROSSWALK AND/OR LIMIT LINE PER CALTRANS
400 LF
TOTAL • a
STANDARD PLAN A24E
STORM DRAIN MAHQLE
5
PAINT 6" WIDE SOLID BIKE LANE STRIPE PER DETAIL 39 OF
1,600 LF
TREES
35' C.
CALTRANS STANDARD PLAN A20D
PROPOSED AC PAVEMENT
6
PAINT WHITE PAVEMENT LEGEND PER CALTRANS STANDARD
16 EA
SHEET
PLAN A24A—A24D (TYPE AS INDICATED)
7
FURNISH AND INSTALL TRAFFIC SIGN AND POST PER CITY OF
15 EA
TITLE SHEET
RANCHO CUCAMONGA STANDARD PLANS
RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION
3 EA
PAINT 6" WIDE DASHED BIKE LANE STRIPE PER DETAIL 39A
400 LF
i' GROUPINGS
OF CALTRANS STANDARD PLAN A20D
9
FURNISH AND INSTALL TYPE "H" MARKERS PER RANCHO CUCAMONGA
74 EA
PROTECT IN PLACE
STANDARD Na 135
4
1O
FURNISH AND INSTALL 818.1 "RIGHT LANE MUST TURN
5 EA
O.C.ROCHE
RIGHT" SIGN
HARDSCAPE PLANS— FOOTHILL BOULEVARD
11
FURNISH AND INSTALL R26(S) "NQ STOPPING ANY TIME" SIGN
8 EA
12
FURNISH AND INSTALL OMNI TRANS BUS STOP (CITY TO
1 EA
CUCAMONGA STANDARD PLAN NO. 102
COORDINATE NEW STOP)
7
13
PAINT TWO—WAY LEFT TURN STRIPING PER CAL—TRANS
327 LF
STANDARD PLAN A20B, DETAIL 32
X—SECTIONS FOOTHILL BOULEVARD — STA 75+50 TO 81+00
14
FURNISH AND INSTALL R1-1 "STOP" SIGN
1 EA
1
FURNISH AND INSTALL R3-2 NO LEFT TURN SYMBOL SIGN
1 EA
16
FURNISH AND INSTALL R 6-1 "ONE WAY" SIGN AND SYMBOL
2 EA
17
FURNISH AND INSTALL R7 KEEP RIGHT SIGN WITH SYMBOL
2 EA
1
FURNISH AND INSTALL OM2 -2H REFLECTORS
2 EA
1
FURNISH AND INSTALL R81 "BIKE LANE" SIGN WITH SYMBOL
1 EA
2O
FURNISH AND INSTALL WR9-3A NO PEDESTRIAN CROSSING SYMBOL
1 EA
21
FURNISH AND INSTALL WR9-3B "NQ PEDESTRIAN CROSSING" SIGN
1 EA
22
FURNISH AND INSTALL STANDARD PIPE GATE PER APWA 602-2
4 EA
WITH R9 -3G & R9 -3D SIGN
FOOTHILL/ PROJECT ENTRANCE TRAFFIC SIGNAL INSTALLATION PLAN
23
FURNISH AND INSTALL R73-3(CA) "NO U—TURN" ON MAST ARM
2 EA
HEREON i
PROVIDED r
[► t • • • al
OF r CONTRACTOR
REQUIRED
r PREPARE
r# y r
ESTIMATE , AND ♦ RELY ON HIS OWN ESTIMATE
QUANTITIES IN PREPARING
r i BID. ir
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(909) 477-2740
A i ROW
COMMON NAME
CRAPEr rO.C.
FOR AND COORDINATED BY DEVELOPER
BW
BACK OF WALK
x MARKS CAL VISION
12
PLACE 8" PCC PAVEMENT BUS BAY LANE PER CITY OF RANCHO
1,320 SF
'
� � ♦III
1080$ FOOTHILL BLVD. X120
ACTIVITY CENTERSG
CUCAMONGA STANDARD PLAN NO. 119
ECR
INFORMALNON
'i,
I RANCHO CUCAMONGA, CA 91730
ELECTRIC METER
EPB
ELECTRIC PULL BOX
FH
" I (909) 987-6275 (909) 880-0222
13
CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO
3 EA
FINISH SURFACE
TC
TOTAL • a
CUCAMONGA STANDARD PLAN NO. 101, TYPE "C", "W" PER PLAN
STORM DRAIN MAHQLE
SHEETINDEX14
PLATANUS RACEMOSA
CALIFORNIA SYCAMORE
TREES
35' C.
15 GAL
PROPOSED AC PAVEMENT
°
RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON PAID
EDISON,
5 EA
SHEET
# DESCRIPTION
FOR AND COORDINATED BY DEVELOPER
PLATANUS ACERIFOLIA
1
TITLE SHEET
15
RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION
3 EA
2
FOOTHILL BOULEVARD PLAN AND PROFILE — STA 73+00 TO 81+37.93
i' GROUPINGS
3
FOOTHILL BOULEVARD PLAN AND PROFILE — STA 81+37.93 TO 88+00
16
PROTECT IN PLACE
4
ROCHESTER AVENUE PLAN AND PROFILE — STA 03+00 TO 10+00
O.C.ROCHE
5
HARDSCAPE PLANS— FOOTHILL BOULEVARD
17
CONSTRUCT SINGLE ACCESS RAMP PER CITY OF RANCHO
1 EA
6
HARDSCAPE PLANS— ROCHESTER AVENUE
CUCAMONGA STANDARD PLAN NO. 102
7
HARDSCAPE DETAILS
8
X—SECTIONS FOOTHILL BOULEVARD — STA 75+50 TO 81+00
18
CONSTRUCT CURB RAMP (CASE B, TYPE 1) PER STANDARD PLAN
1 EA
9
X—SECTIONS FOOTHILL BOULEVARD — STA 81+50 TO 87+00
NO. 111-3 OF THE STANDARD PLANS FOR PUBLIC WORKS
10
FOOTHILL TRAFFIC SIGNING AND STRIPING PLAN
CONSTRUCTION
11
ROCHESTER TRAFFIC SIGNING AND STRIPING PLAN TRAFFIC SIGNAL DETAILS
12
FOOTHILL/ ROCHESTER TRAFFIC SIGNAL MODIFICATION PLAN
19
CONSTRUCT .. GUTTER PER CITY OF RANCHO
41 LF
13
FOOTHILL/ ROCHESTER TRAFFIC SIGNAL POLE RELOCATION
CUCAMONGA STANDARD DRAWING NO. 106—A
14
FOOTHILL/ PROJECT ENTRANCE TRAFFIC SIGNAL INSTALLATION PLAN
QUANTITIES SHOWN HEREON ARE PROVIDED ONLY FOR THE CONVENIENCE
OF THE OWNER. THE CONTRACTOR IS REQUIRED TO PREPARE
III
HIS OWN
ESTIMATE OF QUANTITIES AND SHALL RELY ON HIS OWN
ESTIMATE OF
QUANTITIES IN PREPARING HIS BID.
STREET TREE QUANTITIES
"A
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r 1 A N ! A A *
..� .+r r�TRIANGULARLAVENDER
A i ROW
COMMON NAME
CRAPEr rO.C.
SPACINGy
BW
BACK OF WALK
ILII � I l L
r� r
FOOTHILL BLVD
PRUNUS i s a
`
lir
0 ♦ n
'
� � ♦III
CURB FACE
ACTIVITY CENTERSG
EXISTING
ECR
INFORMALNON
'i,
EM
ELECTRIC METER
EPB
ELECTRIC PULL BOX
FH
;MORE THAN 25% OF
FL
FLOW LINE
FS
FINISH SURFACE
TC
TOTAL • a
SDMH
STORM DRAIN MAHQLE
NON ACTIVITY CENTERS
PLATANUS RACEMOSA
CALIFORNIA SYCAMORE
TREES
35' C.
15 GAL
PROPOSED AC PAVEMENT
°
PROPOSED CONCRETE
RCE No.: 64696 I
D ATE: .i ST 2007 FILE No.: 05-141
INFORMAL GROUPINGS
NON ACTIVITY CENTERS
PLATANUS ACERIFOLIA
LONDON PLANE TREE
30' O.C. 1,15
GAL
i' GROUPINGS
FOREGROUND
O.C.ROCHE
,
BACKGROUND
oil
gal
AC
ASPHALTIC CONCRETE
EMH
ELECTRIC MANHOLE
BW
BACK OF WALK
CB
CATCH BASIN
BRC
BEGIN REVERSE CURVE
CF
CURB FACE
(E)
EXISTING
ECR
END CURVE RADIUS
EM
ELECTRIC METER
EPB
ELECTRIC PULL BOX
FH
FIRE HYDRANT
FL
FLOW LINE
FS
FINISH SURFACE
n
REMOVED',REVISED STREET TREE—S-y—�—EGEND TREES
SEE SHEET 2,3 and •�
.
Jnr gip. EAP'.
P'.
SEE SHEET 14 FOR,i TRAFFIC
RELOCATION
CIVI...
:. 4
SIGNAL POLE
HP
HIGH POINT ONLY
PCC
PORTLAND CEMENT CONCRETE
POC
POINT OF CURVE
PRC
POINT OF REVERSE CURVE
RW
RIGHT OF WAY
TC
TOP OF CURB
SDMH
STORM DRAIN MAHQLE
SMH
SEWER MANHOLE
WM
WATER METER
DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891
PROPOSED AC PAVEMENT
°
PROPOSED CONCRETE
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SIGNAL POLE
DESCRIPTION O, REVISION
CITY
�
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CITY 0 RANL00';"HO CUCAMONGA
STREET IMPROVEMENT PLAN
PARCEL MAP NO.17818
TITLE SHEET
FOOTHILL BOULEVARD & ROCHESTER AVENUE
i �i►�� � �DATE
I►!` r
,.
R.C.E. 42156
E.M. Associn(ed Engineers
RECOMMENDED
3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764
DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891
SHEETOF
CHECKED/
14
DRAWING •
RCE No.: 64696 I
D ATE: .i ST 2007 FILE No.: 05-141
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ROCHESTER AVENUE
SEE SHEET 4
Underground Service Alert
ORE I
C== TEMPORARY BENCHMARK - CITY OF
Call: TOLL FREE RANCHO CUCAMONGA
1" IRON PIPE IN AC PAVEMENT AT THE
air1-800 CENTERLINE INTERSECTION OF FOOTHILL
227-2600 BOULEVARD AND ROCHESTER AVENUE
ELEVATION: 1207.36 (ft)
TWO WORKING DAYS BEFORE YOU DIG
File: L: \2005\05102—A\DWG \SHEET \PH,\SE-2\02—ST.dwg Apr 24, 2008 — 10:50am Jeffm
-Z)_ r
80 60 40 20 0 20 40 60 80
FOOTHILL BLVD SECTION
STATION 78+00 TO 78+70
EXISTING NOT TO SCALE EXISTING
N'LY TI= 9.0 R=75 NLY
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2.50% MAX 2
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4.21% MIN
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1204 1204
3
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STATION 79+60 TO 80+70
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TI= 9.0 R=75
DATA
TABLE
DATE
REMOVED TREES OUTSIDE PUBLIC RIGHT-OF-WAY.
CITY ENGINEER
--J
DATE
CITY
I mismII m
APPROVED
IIS ,
WIXOM
Engineers
RE 0 NDED
VODI
1 E. SHELBY STREET ONTARIO, CALIFORNIA 91764
L
DRAWN
Voice: (909) 980-1982
Fax: (909) 941-0891 1
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CHECKED
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FILE No.: 05-141
FOOTHILL BLVD SECTION
STATION 79+60 TO 80+70
NOT TO SCALE
TI= 9.0 R=75
CITY -----OF RANCHO CUCAMONGA
STREET IMPROVEMENT PLA•N
PARCEL MAP NO. 17818
FOOTHILL BOULEVARD
STA 73+00 TO STA 81+37.93
PPROVED BY
DATE
REMOVED TREES OUTSIDE PUBLIC RIGHT-OF-WAY.
CITY ENGINEER
DESCRIPTION OF REVISION
DATE
CITY
APPROVED
CITY -----OF RANCHO CUCAMONGA
STREET IMPROVEMENT PLA•N
PARCEL MAP NO. 17818
FOOTHILL BOULEVARD
STA 73+00 TO STA 81+37.93
PPROVED BY
DATE
CITY ENGINEER
R.C.E. 42156
77
DESIGN
E.M.
Associated
Engineers
RE 0 NDED
VODI
1 E. SHELBY STREET ONTARIO, CALIFORNIA 91764
L
DRAWN
Voice: (909) 980-1982
Fax: (909) 941-0891 1
SHEET
M.A.
2 OF 14
CHECKED
DRAWING No.
RCE No.: 64696
_j_DATE:
AU"T 2007
FILE No.: 05-141
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` r FQC}TH I LL BOULEVARD
SEE SHEET 2
THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND
ELECTRICAL, EXCEPT FOR THE 66 Kv ELECTRICAL) ON THE PROJECT
SIDE aF ROCHESTER AVENUE SHALL BE UNDERGROUNDED FROM THE
FIRST POLE OFF—SITE SOUTH OF THE PROJECT BOUNDARY TO THE
FIRST POLE OFF—SITE NORTH OF FOOTHILL BOULEVARD, PRIOR TO
PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER
OCCURS FIRST. NAUmIrE,SEEOSHEET
6K DETAILS:
Underground Service Alert
a�FORE roo TEMPORARY BENCHMARK — CITY OF
FES�ll® TOLL FREE RANCHO CUCAMONGA
1" IRON PIPE IN AC PAVEMENT AT THE
,tt CENTERLINE INTERSECTION OF FOOTHILL
_2600 BOULEVARD AND ROCHESTER AVENUE
ELEVATION: 1207.36 (ft)
TWO WORKING DAYS BEFORE YOU DIG
File: L: 2005 051O2—A DWG SHEET PHASE_2 04—STedwg Apr 15, 2008 — 4:23pm Jeffm
STREET IMPROVEMENTS
1 CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF
RANCHO CUCAMONGA STANDARD PLAN NO, 104
2 CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO
CUACAMONGA STANDARD PLAN NO. 104
3 PLACE 8" AC PAVEMENT OVER 10" CLASS 2 AGGREGATE BASE
(FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS
RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST
EDITION. FINISH COURSE OF 0.13' ARHM
SAWCUT AND REMOVE EXISTING AC PAVING
5 REMOVE EXISTING PCC CURB AND GUTTER
6 CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO
CUCAMONGA STANDARD PLAN NO. 307
7 CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA
STANDARD PLAN NO. 114 (W=6' WHEN CURB ADJACENT)
8
INSTALL
16,000
LUMEN HPS
V STREET
LIGHT
BY SOUTHERN
CALIFORNIA EDISON: PAID FOR AND COORDINATED BY DEVELOPER
CONSTRUCT CURBSIDE DRAIN OUTLET—LOW CAPACITY PER CITY OF
9
ARD PLAN N N0.
107—A.
CUCAMONGA STAND
RANCHO CU
10
INSTALL STREET
TREE
PER LEGEND
AND
NOTES ON SHEET 1
11
RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID
FOR AND COORDINATED BY DEVELOPER
12 PLACE 8" PCG PAVEMENT BUS BAY LANE PER CITY OF RANCHO
CUCAMONGA STANDARD PLAN NO. 119
13 CONSTRUCT COMMERCIAL DRIVE APPROACH PER( CITY OF RANCHO
CUCAMONGA STANDARD PLAN NO. 101, TYPE "C $1 CITY
"W" PER PLAN
14 RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID
FOR AND COORDINATED BY DEVELOPER
15 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION
16 PROTECT IN PLACE
17 CONSTRUCT SINGLE ACCESS RAMP PER CITY OF RANCHO
CUCAMONGA STANDARD PLAN Na. 102
18 CONSTRUCT CURB RAMP (CASE B, TYPE 1) PER STANDARD PLAN
NO. 111-3 OF THE STANDARD PLANS FOR PUBLIC WORKS
CONSTRUCTION
19 CONSTRUCT GUTTER PER CITY OF RANCHO
CUCAMONGA STANDARD DRAWING NO, 106—A
0 NOT USED
CURVE
CURVE LENGTH
RADIUS
DELTA
TAN
�)
1
r
DESCRIPTION REVISION t► r
CITY
O`F RANCHO CUCAMONGA
STREET IMPROVEMENT PLAN
PARCEL MAP NO. •
ROCHESTER AVENUE
STA 03+00 TO STA 00
b,A
EAST
EXISTING
48' 50' R f
� M
36' 14'
i
Ir
'
EXIST. PVMT 10' 4
SURFACE g% r
w
EXIST. 7 w
C&G
w
C} H ESE AVENUE Y I
AL I ON
STATION 03+40 TO 09+15
NOT TO SCALE
TI=9.0 R=75
PROJECT SHEET # OF
DESCRIPTION REVISION t► r
CITY
O`F RANCHO CUCAMONGA
STREET IMPROVEMENT PLAN
PARCEL MAP NO. •
ROCHESTER AVENUE
STA 03+00 TO STA 00
DATE
A42156
Blow
r
�+ r J
S�+DEIGN
i D
...,
sociated Enginm,
DRAWN.
3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764
Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET
p,
1 '� DRAWING
PROJECT SHEET # OF
MATCHLINE - SEE SHEET 5B
Im
LIM11 U1'WUY%_& I
UndergroundService Alert BENCH MARK
ORE TEMPORARY BENCHMARK — CITY OF
Call: TOLL FREE RANCHO CUCAMONGA
1" IRON PIPE IN AC PAVEMENT AT THE
CENTERLINE INTERSECTION OF FOOTHILL
1-800
BOULEVARD AND ROCHESTER AVENUE
227-2600
ELEVATION: 1207.36 (ft)
TWO WORKING DAYS BEFORE YOU DIG
N
F.2 a A�L
MORNImem"Am- ROOM YOU 4 M -
....... .......
.......... — ... .. .......... ...... ....... ....... ........... . ..
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K,.H'S4.dwg Mar 24, 2008 — 4:10pm Lisa
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STREETPR1NT ASPHALT PAVEMENT
O M
3/8- LIP (HERRINGBONE PATTERN. TATCH
BRICK PAVERS, TERRA COTTA COLOR
STREETP RINT ASPHALT PAVEMENT
TEXTURING BY SHARlDEN'DESIGN
ASPHALT (619) 445-3611
N.T.S.
A-Streetprint, t Curb
and Gutter Cross Section
N .
0 20 40 80
- -- - ------
SCALE: I" = 20'-011
DESCRIPTION OF REVISION
CITY OF RANCHO CUU'OP%AMONGA
STREET IMPROVEMENT PLAN
PARCEL MAP NOI. 5`'
SEL10";" FOOTHILL 130LULEVARIF
-AND ROCHEtSTER AVENUE
DATE
77
DESIGN AJERAJL 305og Harbor Blvd, Suite 218
Fullerton, California 92832
L.Y.
Tel: (714) 680-0417
T
Fax: (714) 871-5197 SHEE
DRAWN
I D 0 E 0 S 0 1 0 0 0 NEmail: e1i des-la1@pacbellmet:1
OF 14
IL
CHECKdin EDDRAWING No.
AUGUST 2008 RLA No.:3098
C.S.L.
DATE: FILE No.:
901/1
Construction Legend. -
NOT USED.
5' WIDE SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA PER
DOC ft
CONSTRUCT 4' WIDE MIN. SIDEWALK PER C.R.0 STD PLAN
COLORED MEDIUM BROOM FINISH CONCRETE SIDEWALK WITH NATURAL CONCRETE BANDING.
COLOR TO BE SANDSTONE BY DAVIS COLOR (800) 3564848 OR EQUAL. SEE DETAIL:9, SHEET 8.
SEE DETAIL'A&'B', SHEET 8.
STAMPED COLORED ASPHALT PAVEMENT- HERRINGBONE PATTERN WITH NATURAL COLOR
SEE
CONCRETE BANDING. COLOR TO BE DARK TERRA COTTA OR MATCH EXISTING PAVING.
DETAIL'G-, SHEET 8 FOR ROUTE 66 VEHICULAR PAVING LOGO IMPRINT ON ASPHALT PAVEMENT.
LOGO COLOR TO BE WHITE.
HERRINGBONE PATTERN WITH COLORED CONCRETE BANDING.
STAMPED COLORED CONCRETE-
CROSSWALK TO MATCH EXISTING MEDIAN TERRA COTTA COLOR. BANDING COLOR TO BE
NATURAL EQUAL SEE DETAIL -9, SHEET 8. ADA
COMPATIBLE AT CROSSWALK.
TCUSTOM
TILE INLAY. SEE ENHARGEMENT'A, DETAIL'B, SHEET 8 AND ON-SITE PLAN.
8'-0 " TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST.
SEE DETAIL'C', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING.
4'-0" TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST.
SEE DETAIL 'I', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING.
LIGHT BOLLARD #CB 12R38 CUTOFF DOME, MSB BY ARCHITECTURAL AREA LIGHTING
(714) 994-2700
11
STREET TREE PER LANDSCAPE DESIGN NOTE, SEE THIS SHEET.
@
SEE ON-SITE LANDSCAPE PLAN FOR PLANTING PLAN, IRRIGATION PLAN AND DETAILS.
BENCH #BB -28 6' RIBBON SERIES BENCH BY VICTOR STANLEY (800) 368-2573 - SEE ON-SITE PLAN.
14
STREET TREE GRATE BY MCKINLEY MODEL NO. RS -48X48 OR EQUAL. SEE DETAIL'F' &'IT,
SHEET 8.
CONCRETE BOLLARD AND CABLE BARRIER- SEE DETAIL 7, SHEET 8 AND ON-SITE PLAN.
STREETPR1NT ASPHALT PAVEMENT
O M
3/8- LIP (HERRINGBONE PATTERN. TATCH
BRICK PAVERS, TERRA COTTA COLOR
STREETP RINT ASPHALT PAVEMENT
TEXTURING BY SHARlDEN'DESIGN
ASPHALT (619) 445-3611
N.T.S.
A-Streetprint, t Curb
and Gutter Cross Section
N .
0 20 40 80
- -- - ------
SCALE: I" = 20'-011
DESCRIPTION OF REVISION
CITY OF RANCHO CUU'OP%AMONGA
STREET IMPROVEMENT PLAN
PARCEL MAP NOI. 5`'
SEL10";" FOOTHILL 130LULEVARIF
-AND ROCHEtSTER AVENUE
DATE
77
DESIGN AJERAJL 305og Harbor Blvd, Suite 218
Fullerton, California 92832
L.Y.
Tel: (714) 680-0417
T
Fax: (714) 871-5197 SHEE
DRAWN
I D 0 E 0 S 0 1 0 0 0 NEmail: e1i des-la1@pacbellmet:1
OF 14
IL
CHECKdin EDDRAWING No.
AUGUST 2008 RLA No.:3098
C.S.L.
DATE: FILE No.:
901/1
MATCHLINE - SEE SHEET 5A
R
2
Underground Service Alert BENCH MARK
OR
cm TEMPORARY BENCHMARK - CITY OF
Call: TOLL FREE RANCHO CUCAMONGA
1" IRON PIPE IN AC PAVEMENT AT THE
1-800 CENTERLINE INTERSECTION OF FOOTHILL
227-2600 BOULEVARD AND ROCHESTER AVENUE
ELEVATION: 1207.36 (ft)
TWO WORKING DAYS BEFORE YOU DIG
3
lot -
10 f-oi-
Construction 1,egend.
NOT USED.
5' WIDE SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA PER
DOC
CONSTRUCT 4' WIDE MIN. SIDEWALK PER C.R.0 STD PLAN.
COLORED MEDIUM BROOM FINISH CONCRETE SIDEWALK WITH NATURAL CONCRETE BANDING.
COLOR TO BE SANDSTONE BY DAVIS COLOR (800) 356-4848 OR EQUAL. SEE DETAIU(y, SHEET 8.
SEE DETAIL 'A'& B% SHEET 8.
STAMPED COLORED ASPHALT PAVEMENT- HERRINGBONE PATTERN WITH NATURAL COLOR
CONCRETE BANDING. COLOR TO BE DARK TERRA COTTA OR MATCH EXISTING PAVING. SEE
SHEET 8 FOR ROUTE 66 VEHICULAR PAVING LOGO IMPRINT ON ASPHALT PAVEMENT.
LOGO COLOR TO BE WHITE.
STAMPED COLORED CONCRETE- HERRINGBONE PATTERN WITH COLORED CONCRETE BANDING.
CROSSWALK TO MATCH EXISTING MEDIAN TERRA COTTA COLOR. BANDING COLOR TO BE
NATURAL CONCRETE. BY DAVIS COLOR (800) 356-4848 OR EQUAL SEE DETAIL'(T, SHEET 8. ADA
COMPATIBLE AT CROSSWALK.
CUSTOM TILE INLAY. SEE ENHARGEMENTA, DETAIL 'B', SHEET 8 AND ON-SITE PLAN.
8'-0" TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST.
SEE DETAIL 'C', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING.
@) 4'-0" TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST.
SEE DETAIL 'I', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING.
LIGHT' BOLLARD #CB 12R3 8 CUTOFF DOME, MSB BY ARCHITECTURAL AREA LIGHTING
(714) 994-2700
STREET TREE PER LANDSCAPE DESIGN NOTE, SEE THIS SHEET.
SEE ON-SITE LANDSCAPE PLAN FOR PLANTING PLAN, IRRIGATION PLAN AND DETAILS.
BENCH 4BB-28 6' RIBBON SERIES BENCH BY VICTOR STANLEY (800) 368-2573 - SEE ON-SITE PLAN.
STREET TREE GRATE BY MCKINLEY MODEL NO. RS -48X48 OR EQUAL. SEE DETAIL 1F'&'1 -r,
SHEET 8.
CONCRETE BOLLARD AND CABLE BARRIER- SEE DETAIL'Y, SHEET 8 AND ON-SITE PLAN.
.dwg Mar 24, 2008 - 4: 1 Opm Lisa
Grading
Notes
-All Landscape areas are to be sloped at a minimum 2 %
gradient maximum 2: 1. All transitions and grade breaks must be
smootheven and roundedunless otherwise noted.
-All Paved Pedestrian areas are to be sloped at a minimum 0, 5 %
gradient, maximum 2% cross slope, maximum 5% slope in direction
of travel. Slope away from buildings and toward drain. Add drains as
needed.
-All paved vehicular areas to be sloped at a minimum 0. 5 % gradient,
maximum 5% cross slope, maximum 18% in direction of travel.
Maximum grade break differential to be 10 %.
-All drain pipes to be sloped at a minimum 0. 5 % gradient.
-Provide sweeps or cleanouts where drain pipe changes direction more
than 90%.
or rough grade will be required to provide for the proposed hardscape.
The contractor shall become famar with the Civil Engineer's rough
grading plans in order to completely include all minor rough grade and
fine grading in the scope of work.
-Install protective fencing around all trees and other existing features which
are to remain. Roots of existing trees are to be protected wherever feasible
and are to be covered with continuously wet burlap if exposed for more
than 24 hours, Hr -cut 3" or larger diameter roots of existing trees to
remain to provide a smooth, solid, and clean exposed end.
-Notify the Landscape Architect and Owner if discrepancies exist between
the plans and actual site conditions,
LANDSCAPE DESIGN NOTES:
1. Street trees on new streets are to be selected from the City's approved Street Tree
List, based upon available planting area (Typical between back -of -curb and the
sidewalk). Established streets should already have designed tree species. Contact
Cam Amos at 909-477-2740, Ext. 4023 for information.
2. Street trees are to be shown on street or other public improvement plans signed
by the City Engineer, and constructed per the same.
3. Street trees shown on Planning Division Submittal are Conceptual Only.
4. Interior streets will be required to select deciduous trees for East streets and
evergreen trees for North streets from the City's approved Street Tree List.
Wind -prone areas may be required to utilize a more deciduous palette.
5. Indicated spacings and sizes are requirements for City -Maintained trees only.
Where the tree concept goes beyond areas of influence near public improvements
and/or any City maintenance easement, spacings and sizes will be per the On-site
plans approved by the Planning Division. On-site and Off-site plans shall be
coordinated.
6. Street improvement Plans shall reflect the legend and notes indicated below. In
some cases, when details about parkway sizes or utilities are unavailable at the time
of conditioning, options are provided for various situations. It is the Designer's
responsibility to ascertain the context of the tree planting, select the appropriate tree
option, and omit any erroneous information on the final legend.
7. Trees shall be installed per die notes and legend on - sheet. I
ET NAME
BOTANICAL NAME
14
MIN. GROW
4
SIZE
0
.............
R
2
Underground Service Alert BENCH MARK
OR
cm TEMPORARY BENCHMARK - CITY OF
Call: TOLL FREE RANCHO CUCAMONGA
1" IRON PIPE IN AC PAVEMENT AT THE
1-800 CENTERLINE INTERSECTION OF FOOTHILL
227-2600 BOULEVARD AND ROCHESTER AVENUE
ELEVATION: 1207.36 (ft)
TWO WORKING DAYS BEFORE YOU DIG
3
lot -
10 f-oi-
Construction 1,egend.
NOT USED.
5' WIDE SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA PER
DOC
CONSTRUCT 4' WIDE MIN. SIDEWALK PER C.R.0 STD PLAN.
COLORED MEDIUM BROOM FINISH CONCRETE SIDEWALK WITH NATURAL CONCRETE BANDING.
COLOR TO BE SANDSTONE BY DAVIS COLOR (800) 356-4848 OR EQUAL. SEE DETAIU(y, SHEET 8.
SEE DETAIL 'A'& B% SHEET 8.
STAMPED COLORED ASPHALT PAVEMENT- HERRINGBONE PATTERN WITH NATURAL COLOR
CONCRETE BANDING. COLOR TO BE DARK TERRA COTTA OR MATCH EXISTING PAVING. SEE
SHEET 8 FOR ROUTE 66 VEHICULAR PAVING LOGO IMPRINT ON ASPHALT PAVEMENT.
LOGO COLOR TO BE WHITE.
STAMPED COLORED CONCRETE- HERRINGBONE PATTERN WITH COLORED CONCRETE BANDING.
CROSSWALK TO MATCH EXISTING MEDIAN TERRA COTTA COLOR. BANDING COLOR TO BE
NATURAL CONCRETE. BY DAVIS COLOR (800) 356-4848 OR EQUAL SEE DETAIL'(T, SHEET 8. ADA
COMPATIBLE AT CROSSWALK.
CUSTOM TILE INLAY. SEE ENHARGEMENTA, DETAIL 'B', SHEET 8 AND ON-SITE PLAN.
8'-0" TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST.
SEE DETAIL 'C', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING.
@) 4'-0" TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST.
SEE DETAIL 'I', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING.
LIGHT' BOLLARD #CB 12R3 8 CUTOFF DOME, MSB BY ARCHITECTURAL AREA LIGHTING
(714) 994-2700
STREET TREE PER LANDSCAPE DESIGN NOTE, SEE THIS SHEET.
SEE ON-SITE LANDSCAPE PLAN FOR PLANTING PLAN, IRRIGATION PLAN AND DETAILS.
BENCH 4BB-28 6' RIBBON SERIES BENCH BY VICTOR STANLEY (800) 368-2573 - SEE ON-SITE PLAN.
STREET TREE GRATE BY MCKINLEY MODEL NO. RS -48X48 OR EQUAL. SEE DETAIL 1F'&'1 -r,
SHEET 8.
CONCRETE BOLLARD AND CABLE BARRIER- SEE DETAIL'Y, SHEET 8 AND ON-SITE PLAN.
.dwg Mar 24, 2008 - 4: 1 Opm Lisa
Grading
Notes
-All Landscape areas are to be sloped at a minimum 2 %
gradient maximum 2: 1. All transitions and grade breaks must be
smootheven and roundedunless otherwise noted.
-All Paved Pedestrian areas are to be sloped at a minimum 0, 5 %
gradient, maximum 2% cross slope, maximum 5% slope in direction
of travel. Slope away from buildings and toward drain. Add drains as
needed.
-All paved vehicular areas to be sloped at a minimum 0. 5 % gradient,
maximum 5% cross slope, maximum 18% in direction of travel.
Maximum grade break differential to be 10 %.
-All drain pipes to be sloped at a minimum 0. 5 % gradient.
-Provide sweeps or cleanouts where drain pipe changes direction more
than 90%.
or rough grade will be required to provide for the proposed hardscape.
The contractor shall become famar with the Civil Engineer's rough
grading plans in order to completely include all minor rough grade and
fine grading in the scope of work.
-Install protective fencing around all trees and other existing features which
are to remain. Roots of existing trees are to be protected wherever feasible
and are to be covered with continuously wet burlap if exposed for more
than 24 hours, Hr -cut 3" or larger diameter roots of existing trees to
remain to provide a smooth, solid, and clean exposed end.
-Notify the Landscape Architect and Owner if discrepancies exist between
the plans and actual site conditions,
LANDSCAPE DESIGN NOTES:
1. Street trees on new streets are to be selected from the City's approved Street Tree
List, based upon available planting area (Typical between back -of -curb and the
sidewalk). Established streets should already have designed tree species. Contact
Cam Amos at 909-477-2740, Ext. 4023 for information.
2. Street trees are to be shown on street or other public improvement plans signed
by the City Engineer, and constructed per the same.
3. Street trees shown on Planning Division Submittal are Conceptual Only.
4. Interior streets will be required to select deciduous trees for East streets and
evergreen trees for North streets from the City's approved Street Tree List.
Wind -prone areas may be required to utilize a more deciduous palette.
5. Indicated spacings and sizes are requirements for City -Maintained trees only.
Where the tree concept goes beyond areas of influence near public improvements
and/or any City maintenance easement, spacings and sizes will be per the On-site
plans approved by the Planning Division. On-site and Off-site plans shall be
coordinated.
6. Street improvement Plans shall reflect the legend and notes indicated below. In
some cases, when details about parkway sizes or utilities are unavailable at the time
of conditioning, options are provided for various situations. It is the Designer's
responsibility to ascertain the context of the tree planting, select the appropriate tree
option, and omit any erroneous information on the final legend.
7. Trees shall be installed per die notes and legend on - sheet. I
ET NAME
BOTANICAL NAME
COMMON NAME
MIN. GROW
SPACING
SIZE
SPACE
FOOTHILL
Lagerstroemia
Crape Myrtle
31
15'O.C.
009 r"
See
& ROCHESTER
ndica'Muskogee'
Hybrid- Lavender
Tniangul
Box
Sheet
AVE- ACTIVITY
Sp
I of 12
CENTER
Crape Myrtle
31
15'O.C.
FOOTHILLBLVD.-
Lagerstroemia
2411
See
indica'Muskogee!
Hybrid- Lavender
Box
Sheet
1 of 12
FOOTHILL BLVD.
Rhus lancea
African Su
51
20'0.C.
15
See
AND
Formal
Gallon
Sheet
ROCHESTER
I of 12
AVE.
FOOTHILL BLVD.
Platanus acerifol'
London Plane Tree
25'O.C.
24"
See
'Bloodgoo '
Informal
Box
Sheet
Pru -. 'Krauter
Flowering Plum
I of 12
esti V ill S'
ROCHESTER
Brachychiton
Bottle Tree
51
25'O.C.
See
AVE.
populneus
Informal
Sheet
of 12
ls DSCAPE CONSTRUCTION NOTES FOR STEET T
1, All Stree es are to be planted in accordance 1 City Standard Plans.
ing, an agronomic soils report shall be
MOM
CONSTRUCTION SPECIFICATIONS:
Part I General
I. I RELATED WORK IN OTHER SECTIONS OF THESE SPECIFICATIONS
A. Preparation of sub -base,
B. Installation of base materials.
C. Application of soil sterilarit.
1.2 SUBMITTALS
A. In accordance with section entitled "Shop Drawings, Product Date and Samples"
two samples of paving stones shall be submitted to City of Rancho Cucamonga
to indicate colors to be supplied on this job. Colors to be selected from
manufacturers available paving stone colors.
B. Paving color to be approved by the City Engineer and the City Planner.
1.3 PRODUCT HANDLING
A. Paving stories shall be delivered and unloaded at job site on pallets and bound
in such a matter that no damage occurs to the product during hauling, handling
or unloading at the jobsite.
Part 11 PRODUCT INFORMATION
2.1 All interlocking concrete paving stone shall be in accordance with the patterns
as shown on these plans where designated. These products shall be supplied by:
Perma Concrete 12490 Day Street, Moreno Valley, CA 92388
Plionc:714-653-1187.
2.2 MATERIALS
A. All interlocking concrete paving stones shall conform to the following specifications:
1. Pavers shall have a minimum compressive strength of 8,000 P.S.I. in accordance
with testing procedures ASTM C-140.
2. Materials used to manufacture interlocking concrete paver stones shall conform
to the following:
a. Cement ASTM C-150 (Portland Cement)
b. Aggregates ASTM C-33 (washed, graded sand rock, no expanded shale or
lightweight aggregates),
3. Size shape design and colors shall be in accordance with details as noted on plans.
b. Sand laying course should be clean washed sand with 100% passing NO. 4 sieve size
and a maximum of 3% passing a No. 200 sieve size, this is commonly know as concrete sand.
1. Thickness of sand laying course should be uniform to insure an even surface. The
designed thickness should be a maximum of I inch.
2. The sand laying course should be tire. responsibility of the paving stone installer.
Part III INSTALLATION OF INTERLOCKING CONCRETE PAVING STONES
3.1 Pavers shall be clean and free of foreign materials before installation,
3.2 Installation should start from a comer or straight edge and proceed fonvard over
the undisturbed sand laying course.
3.3 Paving work shall be plumb, level and true to line and grade; shall be installed properly
coincide and align with adjacent work and elvations. (All edges must be retained to
secure the perimeter stones and the sand laying course.
A. Paving stones should be installed hand tight and level on the undisturbed sand laying
course. String lines should be used to hold pattern lines true.
B. A roller Vibrator or Plate Vibrator should be used to compact the stone and to
vibrate the sand up into the joints between the stones.
C. Concrete sand should be spread over the installed paving stories so that it may be
vibrated into the joints between the stones.
D. Excess sand should be swept into the joints or disposed of from the surface area,
E. The completed paving stone installation should be washed down and cleaned to provide a
clean finished workmanlike installation.
3.4 Cutting of paving tones can be done with either a double bladed breaker or a masonry saw.
However, when cutting is required in roadways or precision designed areas a masonry saw is
recommended.
I
0 8 16 24
SCALE: 1/8"
A
110"id, 110V,�
REMOVED STREET TREES' LEGEND AND NOTES
OW011
N THIS SHEET
DESCRIPTION OF REVISION
STREET IMPROVEMENT PLAN
PARCEL MA" NO. IT848
' 'EC FOOTHILL BOUL V_ARD
A
AND ROCC"HESTER AVENUE
DAT
E -4t
R.
- - ---------
DESIGN k_
i�RAILD N. Harb Blvd, Suite 218 RECOMMEND�D
"=%
Fullerft, Califomia 92832
L.Y.
Tel: (714) 680-0417
SHEET
DRAWN Fax: (714) 871-5197
DOE 0S01 OGONEmafl: emdes-lal@pacbefl.net
L.Y.
6 OF 14
CHECKED
008 RAWING No.
AUGUST 2
RLA No.: 3098
DATE:
En
OEM
29-011 I
Oro 1 t Concrete Ca Q E2C By Quickcrete
1 (909) 737-6240. Color to be C-1, T-2 Finish.
re tcret 1 _I tt
Custom Concrete Cast- Route 66 Classic Roadway r r r r COLOR
4 I 2
Sign. Signto be installed at same angle as Pilaster Veneer with 1-1/2"
2 relief from face of River Rock and shall be approximately 1"Wx18" TILE INLAY
1-/2" �. : by Quijkcrete. Can t:L' ey Smith (951) 741-5269. Sign Installation per
2 Contractor Shop Drawings. Calor to be C9 MssionWhite'.
CUSTOM ,I,
Concrete '' r (3 Ba Stone Pilo to be cons 16x8x16 1
ROUTE w : a SVumn
>':� block 'th 'ver Rock V Veneer. vi 12:1 a on all 4 sides. 12"X12" T
r4 a _,•,Install masonry ties as required. Larger stones at bottom graduating to smaller
I IA -- CUSTOM24"X24"
r T
ILE
stone at top. River Rocks to be 1.SfL cu/fL ►-rr 1
INLAY
a ' h
Colored Concrete Base; 4' Sq. / 1/2"R edges at all sides. Color to be
81)
#5234 "Summer Beige" by L.M. Scofield. Light Broom Finish. Provide
�C as8
X.. y led control joint @ 16" O.C.
!_ !f _ a
River4 1 Adj. g with E Taints
x u;
}g
7 1v r Rock a al Concrer Footing
, M
Stone Finish
g'f
K'
CTse 1 / Max. Grout Joints F r �,_ ,
°
,,.L:...t f4t
k � Concrete Batted Build -out as Req r ®(�r r
} , Color to be Determined
Slope to a Q #4 Rebar Wrap @ Tap °ddle and Bottomz = {}} yTpn^$
.,, t► Q9 w • f 5 t ?•. h. a`
(4 #3 Vertical Rebar Each corner 3/4"Thick Ceramic T11eL1611
Finish -4_ 6
3Ce
arf
tuM+iW.rr,Waimi.Wo-$k: ':.
• .. i, tl t' 'i ,t;r,,. +.i? t 'aa 6 t♦itd+:t^r :. ;:it'�'• ':"•�lJt.'..��ia.t,•..:,. —�t� Max. Concrete Band
s rt.
:.
®0
r
tM'
ConcreteBase where Occurs ax?A
Ff � �
GP
..... G , ° • � .... _.:• 9 �+'i,i '^ "�•.'''t�i- 1�': d S$-,.. �'K �n s'r'-"r: ua. -•^ P . r rr '..
,4 4i`' ' ... �•• ••a {
iff
"Y ► ii • Q ; SP rr
IP 4
a �R I Mai t �,.
t Y 't } ..: S.. $.-idiSa.e4fi$C#kF4WwrtaY n4'Tse.FFias.bcmMw. t 2
a. ��,..�.: . a" k ,r' a irti.,; •rt• ,i. t.. ;,cy ;,a,,•. ir.,:.
.... .. ° • .. ... •' •* ' •b t"S'.. R . m.eeq++p*hzM4Mt@ 'R4t `i¢ii*Trykr ahww.wsu .elnt?`..
.. .. Q • •O :. .a t ,• .. • . . , : 1 �' • {o,..y °L � � 3. eir{»e:'., sa-:..:::: •:•- -:�.
,
�.. .... • ; . • .. i ..°i ..'�''•+w' •'>: • .a a^ • aw , *s '� t :, .-!. ^oS a:{ri.r z a �..s.
., :._.....
S
90%
'.l '.•h, t.`' ' �f�.>R " E' "'�L-.c7 Yt i f t ;staa,eS,brj,iAM rfMSo•"-.arla*Mi s^c
'Murus
Compacted
... 11
Subgr+I I I I—I I I— I I —� I I—III I I I I I III—�+I I—v I"I I—I I I.4 11- rr
ode
P,, 3
.1 1 .... .. .... .r Orr
Concr e ase r rr 4
....... . . . .
Scale: /2" _ 1r -01r
• • • •
(:-- hd% _D et IB
A
N.T• . •T• .
all "llaelske%T Artw0--rk#3 Rebar Continuous in Nose
8#1X8" Key 2" Clear (:& Each Cold Joint
3 Rebar12"O.C. ay
1/2" Radius Finish Per Plan #4 Rebar Continuouss
Finish Grade " Clear r�,ia Each Cold Joint
Expansion Jolt 6"x 6" 10 Gauge Wire Medi
12"X12" Key
j 4P
1Expansion Join
77
- I I=III=1 •4 ` ': g ' � 4
Per 1
' Wide Stamped Concrete Paving- � 4 ' cAdjacent Paving
oncrete
.a 4 4}'2r Adjacent a� ° Paving See Plan for
_I 11 I 4arringbone Pattern Surface Treatment .a .' . ,
4 ' I 411
4
• ,
"4 d id
q 4 ° °y -° ., a . d .' ,. ° • A
— w —_'; I,. I• I --•l _I'—IL_♦I}--' � I - II— -- II
— 1 I 1I— —�''I 1I •i4I-- _,I
•— rIIIt'---.IIIIII --= 1 I6 I
1 I •i---II:I---! -- I—II--- �
}} 1 f
II—II=II
'�I ;ItiaI•�r'I I—
.Iy,I
_=
II II ((_=r1.• e(1—=I1I III II( _ 1"tI
I I'a=I•I`
.—I ..ItI •.I5I=
'
t
_1 atI '';•I—
•—
M1
�I
_
V"Concrete
6Paving� Concrete
e Band 44 92 Rebar into Sub -slab }4Expansion Joint
1- 11Cast Iron Tree Grate q
A.
Contrasting
yy1yConcrete-
4 r River Sand if Required
Layer Washed
Separate PourFinish wade 10" Lay washedg
Mi20n. by Geo Soil Report RiveRequired
r ace rade
by ail ort 2 in.
-IT—. I -II=--II:.... ( ( — I =1h11=1I Iu
rr =-111
�_011 3 Rebar g 12" O.C. Each
" Thick Concrete Sub -base Non- Expansive Soil
90% Compacted Subgrade Non.- Expansive soil
N.T.N.T.S.
S-1gff
u o n c, r bc% B an d w•• • • • av*]L-t
•
un am. y
h� _r
an
avl_113X Ijut X I utall
N.T. . X V
W g
(DBollard #QR -1B, #T-2 Texture, Color to be White.
By Quickcrete (951) 737-6240. 48'-0" Square
2 1/2" Dia. Stainless Steel Cable. Cable to have a maximum 4" Tree Grate By
Deflectiom (or Sag) between bollards spans. Contractor to McKinley Model No.
provide approximately sized inset sleeve on all bollards. RS -48"X48" or
Provide 1-3/4" wide x 3/4" deep countersink on outer side of Alhamnlb a Foundry -2320 ( 8" S care)
end bollard. 11-411
3 End Situation: Contractor to Terminate the Cable Ends with Surface 1 Precast Concrete Cap- #Q E24PC By Quickcrete
Mount 'Hide a Thread' Tap Hat Cable System and (2) 1-1/2" Stainless 1 }®6}} (909) 737-6240. Color to be C-1, T-2 Finish
Steel Washer. Cable, Washer and Top Hat System Available through
4}►2 Custom Concrete Cast- Route 66 Classic Roadway
Precision Cable and Swaging (800) 321-3484. Ask for Tom Dugan. F1 Sign. Sign to be 12"Wx12''x by Quickcrete. Contact: k
5 a 7 $ Linney Smith (951) 741-5269. Sign Installation per
" y }} Contractor Sha Drawings. Calor to be C9'Mission White' / x'
4 #3 Rebar cc 24 O.C. Both was for Concrete wider than 48 P g � r•
Battered Stone Pilaster to be constructed from 12x8xl2 Column
5 (2) 1/2" Dia. x 6" Long Stainless Steel Anchor Bolt Embedded Bollard #QR -1 B, #T-2 Texture,;• black with River Rack Veneer. Provide 12:1 Battered an all 4 sides. F ``
M}� }} in 2" Dia. x 5" Deep Grout Pocket. Color to be White. 2 Install masonry ties as required. Larger stones at bottom, smaller stone _.
4 4}_0}} : {' at tap. River Racks to be 1.5 cu/h. max. and 2 cu/ft. min.
V
Dee en Footing only at Bollard as Shown. See Plan for Location C
1- /4 g�
1-1/2 �r .� 3 �.1 Colored Concrete Base; 2 Sq. w/ 1/2"R edges at all sides. Calor to be
(951) 737-62404 #5234 "Summer Beige"" by L.M. Scofield. Light Broom Finish. Provide f
6'®
rt
SECTIONW 7 Bollard Set an 1" Mortar Bed. Cut Paver to Fit Around the Bollard. tooled control joint 16" a.c. 01 A 1w R` Em 0 J** %f m3 UA0"h'A 10"'A E P` LAN
Provide Adhesive per Manufacturer Specification. 4
•.
; 5 �.�/ Adj. Paving with Exp. Taints
+/-15 +/- 15'-0" ` ;a; 6 Concrete Footing
Sleeve (Typ.) Concrete Batted Build -out as Required
1-011
d
1 2 1 2 3 ". ,. . •,a
g8 #4 Rebar Wrap Tap, Middle andBattom DESCRIPTION OF REVISION DATE CITY
4d APPROVED
E T9 (4) #3 Vertical Rebar @ Each comer
EQ.IL110%0
2'-6'}
e%IW 0"%F RA Cm ;%U 0 A M 0 &No '0 G' A
T-6" 3
EQ.
Natural Color Concrete Band MmB IT @mIN
Z'S T r KE% E E T I amm RR ON V E m N F 1\4
FIMSH
GRADE r 0 "M'"L MAP Noes 1`81;8
Ell Ell Wftm
Scale: 1/4" Scale: 1/2" F -011T 111 U mum L oil
0""'E40% FOff's 0 'ILL B' EVAMU
N.T.S.
8101 BE mum 0
0 n %c. WIL liv.; all a a "I a -"at N Eom"'TER AVENO OE
1" -%Il J
• • •
h1str%r and 4X uc - r/-%te Bollard and Cablgtm.. Barr----"
m 1- 4 a v.; uv_a
APPROVED BY DATE
CITY EN CI N EE R.C.E.
DESIGN AMIMRA1,D36 N. Harbor Blvd, Suite218 RECOUnderground Service Alert BENCH MARK N MMEND D
L. Y. Fullerton,California92832
�FoE���, TEMPORARY BENCHMARK — CITY OF { Tela (714) 684- 17
o
DRAWN Fax: (714) 871-5197 SHEET
4 . RANCHO CUCAMONGA L.Y. Email: a s- 1 acbell.net
1" IRON PIPE IN AC PAVEMENT AT THE ° °' ° °
c7 4
A UV CENTERLINE INTERSECTION OF FOOTHILL _ ,t OF
BOULEVARD AND 'ROCHESTER AVENUE SCALE. 1}} — 20'-0" CHECKED DRAWING No.
227-2600 ELEVATION: 1207.36 (ft) ' C S L AUGUST 2008 RLA No.: 3098
TWO WORKING DAYS BEFORE YOU DIG
DATE: FILE No.: -
il ouments and etti Li kto ro jects Fotchester treet cape EC H S4.w r 24, 2008— 4:11pm Lisa
EXISTING �
N'LY / `� / ^�\� -����- ���� |
'
RW70 OD' 80.00
7.00
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1208 \ |
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| L-] � _-- --- -�- --� --- �-- -�- --�-�-- ---'80 60 40 20 0 20 40
EXISTING EXISTING`
N'LY '����_M/\ SLy
� �� / `�w
RW7G OO' 62.00' RW
3.17
120|
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\
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12O4 --- --- --- --- \��
80 UO 40 20 O 20 40
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co
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80 00 40 20 `(�-' D 20 \3/ ~~,u ou
STREET IMPROVEMENTS
/���
CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF
~~� RANCHO CUCAWONQA STANDARD PLAN NO. 104
QCONSTRUCT 8" PCC CURB ONLY,TYPE A1-8 PER CITY OF RANCHO
CUACAMONGA STANDARD PLAN NO. 104
PLACE 8" AC PAVEMENT OVER 10" CLASS 2 AGGREGATE BASE
~~~ (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS
ECOMMENDATION\. SEE CITY GENERAL NOTES 9 8c 10' LATEST
EDITION. FINISH COURSE OF 0.13` ARHW
SAVVCUT AND REMOVE EXISTING AC PAVING
REMOVE EXISTING PCC CURB AND GUTTER
CONSTRUCT LOCAL DEPRESSION, CASE °A"` PER CITY OF RANCHO
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80
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�C„ 4.00
F- T_
F FT -I- T_ -7 -1- T_ T SO -T -I- TF -7 11 Tt- ___1
)...._ _.. 0 � 5 ' 1208 1208
a.
--_Q
1208 i2.69/I
3. �..... , �.
2-
'oa°ia�
j44-1 .
I 1 1 1i 1204 L - 1 L
1204 I----- �-I- I _1_- ___Z_ I � -L I -I- --�- 4 3 - 1204 80 60 40 20
80 60 40 20 2a 40 6a 8a
STREET IMPROVEMENTS 10 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1
Underground
ORE 0 TEMPORARY BENCHMARK - CITY OF
Call: FREE RANCHO CUCAMONGA
1" IRON PIPE IN AC PAVEMENT AT THE
1-800CENTERLINE INTERSECTION OF
227-2600 BOULEVARD AND ROCHESTER AVENUE
• WORKING DAYS U DIG ELEVATION: - 1207.36 (ft)
pm Je
irw�MLV��II:er • ` +�
�11711l1ICri= 7PJH Y • Apr 2008
EXISTING
N'LY
11
RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID
1
" TYPE A2-8 PER CITY OF
CONSTRUCT 8 PCC CURB AND GUTTER,
EXISTING
S'LY
FOR AND COORDINATED BY DEVELOPER
11208
RANCHO CUCAMONGA STANDARD PLAN N0. 104
RW6o.aQ'
60.00'RW
87+00
50.00'
12
PLACE 8" PGC PAVEMENT BUS BAY LANE PER CITY OF RANCHO
2
CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO
RW
1204
20
40
13
60
50.00'
�C„ 4.00
F- T_
F FT -I- T_ -7 -1- T_ T SO -T -I- TF -7 11 Tt- ___1
)...._ _.. 0 � 5 ' 1208 1208
a.
--_Q
1208 i2.69/I
3. �..... , �.
2-
'oa°ia�
j44-1 .
I 1 1 1i 1204 L - 1 L
1204 I----- �-I- I _1_- ___Z_ I � -L I -I- --�- 4 3 - 1204 80 60 40 20
80 60 40 20 2a 40 6a 8a
STREET IMPROVEMENTS 10 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1
Underground
ORE 0 TEMPORARY BENCHMARK - CITY OF
Call: FREE RANCHO CUCAMONGA
1" IRON PIPE IN AC PAVEMENT AT THE
1-800CENTERLINE INTERSECTION OF
227-2600 BOULEVARD AND ROCHESTER AVENUE
• WORKING DAYS U DIG ELEVATION: - 1207.36 (ft)
pm Je
irw�MLV��II:er • ` +�
�11711l1ICri= 7PJH Y • Apr 2008
_ 12�g.
(276%) � � 1208
4
I- -L I L � 1204
p 20 40
80.00'
., _
50.00'
-
1208 I - U T
I
z0
a ..
I- 4 I
4
1204 I-- -1-�-
80 60 40 20
EXISTING
N'LY
RW
._ ` `._•.„, �� � �" 1208
2
_- 8 e
m � ro
177
4...„,... «.,,
E
_l___ --I- I -I --I 1204
0 20 40
EXISTING
86+00 50.00' Rw
9.15' 3.00'
41116
1208 �Q6. 1.47% _.v + I
�f 1208
° 9
�.23
/a
_.....w--- °
_• m
w _I7
I
'
L� _�_
1204 L ---I �-- � � 4 1204
60 40 20 3 0 2a 4a
EXISTING
N'LY
11
RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID
1
" TYPE A2-8 PER CITY OF
CONSTRUCT 8 PCC CURB AND GUTTER,
EXISTING
S'LY
FOR AND COORDINATED BY DEVELOPER
EXISTING
S'LY
RANCHO CUCAMONGA STANDARD PLAN N0. 104
RW6o.aQ'
60.00'RW
87+00
50.00'
12
PLACE 8" PGC PAVEMENT BUS BAY LANE PER CITY OF RANCHO
2
CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO
RW
CUCAMONGA STANDARD PLAN NO. 119
GUACAMONGA STANDARD PLAN NO. 104
13
CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO
3
PLACE 8" AC PAVEMENT OVER 10" CLASS 2 AGGREGATE BASE
1.61'
CUCAMONGA STANDARD PLAN NO. 101, TYPE "C"; "W" PER PLAN
(FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS
RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST
14
RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID
EDITION. FINISH COURSE OF 0,13' ARHM
e�
FOR AND COORDINATED BY DEVELOPER
4
SAWCUT AND REMOVE EXISTING AC PAVING
15
RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION
5
REMOVE EXISTING PCC CURB AND GUTTER
16
PROTECT IN PLACE
�>
CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO
17
CONSTRUCT SINGLE ACCESS RAMP PER CITY OF RANCHO
STANDARD PLAN NO. 102
1208
CUCAMONGA STANDARD PLAN NO. 307
sj
CUCAMONGA
(7
CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA
18
CONSTRUCT CURB RAMP (CASE B, TYPE 1) PER STANDARD PLAN
NO. 111-3 OF THE STANDARD PLANS FOR PUBLIC WORKS
`-`
' ENT
STANDARD PLAN N0. 114 (W=6 WHEN CURB ADJACENT)
�
CONSTRUCTION
INSTALL 16,000 LUMEN HPSV STREET LIGHT BY SOUTHERN
19
CONSTRUCT LONGITUDINAL GUTTER PER CITY OF RANCHO
CALIFORNIA EDISON: PAID FOR AND COORDINATED BY DEVELOPER
CUCAMONGA STANDARD DRAWING NO. 106-A
9
CONSTRUCT CURBSIDE DRAIN OUTLET -LOW CAPACITY PER CITY OF
1208
NOT USED
RANCHO CUCAMONGA STANDARD PLAN NO. 107-A.
(2 80o/o}.,...
_ 12�g.
(276%) � � 1208
4
I- -L I L � 1204
p 20 40
80.00'
., _
50.00'
-
1208 I - U T
I
z0
a ..
I- 4 I
4
1204 I-- -1-�-
80 60 40 20
EXISTING
N'LY
RW
._ ` `._•.„, �� � �" 1208
2
_- 8 e
m � ro
177
4...„,... «.,,
E
_l___ --I- I -I --I 1204
0 20 40
EXISTING
86+00 50.00' Rw
9.15' 3.00'
41116
1208 �Q6. 1.47% _.v + I
�f 1208
° 9
�.23
/a
_.....w--- °
_• m
w _I7
I
'
L� _�_
1204 L ---I �-- � � 4 1204
60 40 20 3 0 2a 4a
EXISTING
N'LY
EXISTING
N'LY
EXISTING
S'LY
EXISTING
S'LY
DESCRIPTION OF REVISION
RW6o.aQ'
60.00'RW
87+00
50.00'
RW
50.00'
RW
9.05
9.08'
1.61'
�
a
4.43'
e�
�
�
1208
sj
�,,
1208
�
�
+
0 . 77
f _. , ..w..p..,
1.50 /o
16
06.
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2
1208
(2 80o/o}.,...
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)
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CD
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-�
4
20 n 0
20
1204
60
60
40
20 0
20
40
EXISTING
N'LY
EXISTING
S'LY
DESCRIPTION OF REVISION
DATE
60.00'RW
87+00
50.00'
RW
9.05
�
a
4.43'
�
�
1208
�,,
�
�
-I-
�
11208
06.
0
2
(2.50%)
L
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1204
60
40
20 n 0
20
40
60
r-
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CITY OF RANCHO CUCAMONGA
a�
STREET IMPROVEMENT PLAN
XSEC
a�
'cn
w
TI SCALE: PARCEL MAP NO. 17818
HORIZONTAL: 1"=0'
I AL:1 a
Vn
w STA 81+50 TO STA 87+00
APPROVED BY DATE -�
'ENGINEER R.C.E. 4215
CITY,
DESIGNRECOMMENDED
E.M. Associated Engineer Q_
.91764 0
�.��� • 3311 E. SHELBY STREET ONTARIO, CALIFORNIA
w
¢¢ �` "�` • �� m ri DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET
�, P . �. 5 w ✓ rY
M.J.W. 9 OF 14
w CHECKED DRAWING No.
RCE No.: 64696
J.D.M.DATE: A ST 2007 FILE No.: 05-141PROJECT SHEET # OF
I�-
DESCRIPTION OF REVISION
DATE
CITY
APPROVED
r-
0
c�
f
v
c
U
CITY OF RANCHO CUCAMONGA
a�
STREET IMPROVEMENT PLAN
XSEC
a�
'cn
w
TI SCALE: PARCEL MAP NO. 17818
HORIZONTAL: 1"=0'
I AL:1 a
Vn
w STA 81+50 TO STA 87+00
APPROVED BY DATE -�
'ENGINEER R.C.E. 4215
CITY,
DESIGNRECOMMENDED
E.M. Associated Engineer Q_
.91764 0
�.��� • 3311 E. SHELBY STREET ONTARIO, CALIFORNIA
w
¢¢ �` "�` • �� m ri DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET
�, P . �. 5 w ✓ rY
M.J.W. 9 OF 14
w CHECKED DRAWING No.
RCE No.: 64696
J.D.M.DATE: A ST 2007 FILE No.: 05-141PROJECT SHEET # OF
I�-