HomeMy WebLinkAbout1967GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBIC WORKS
CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF
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 IMPROVEMENT WORK IS TO BE
DONE SHALL BE THE REMOVED, REPLACED, 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 PUBLIC WORKS,
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY
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. 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.
S. 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 -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
10. RAVING SK#d_L BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS
TAKEN TO DETERMINE STRUCTURAL SECTIONS.
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 SUM GRADE, A SOILS STERiLANT
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND .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 DEVELOPER, THE CONTRACTOR SHALL MAKE HIt OWN DETERMINATION OF
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A SID. ANY ITEM OF WORK 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 NUMBER 401 SHALL BE
CONSTRUCTED AT EACH INTERSECTION.
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSiBIL.ITi' FOR
THE CORRECTION OF ERROR AND OMISSION 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 INSPECTOR.
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION.
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
A. SAN GABRiEL VALLEY MUNICIPAL WATER DISTRICT
MR. BOB STALLINGS
FOR BASE UNE ROAD CONSTRUCTION (818) 969-7911
B. VERiZON 1-800-483-3000
C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RESIDENTIAL
216 N. EUCLID AVENUE 1-800-427-2000 COMMERCIAL
ONTARIO, CA 91762
D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591
10440 ASHFORD STREET
RANCHO CUCAMONGA, CA 91730
E. MEIROPOLITAN WATER DISTRICT (909) 593-7474
700 N. MORENO AVENUE
LA VERNE, CA 91750
STREET IMPROVEMENT
FOR PARCEL MAP NO.
VINEYARD AVE, FLOWER RD
DRC 2003-00239
STH ST
INDEX MAP
SCALE: 1 "=200'
INDEX OF SHEETS
1. TITLE SHEET
2. STREET IMPROVEMENT - FLOWER RD
3. STREET IMPROVEMENT - VINEYARD AVE
4. STREET IMPROVEMENT - 9TH ST
5. SIGNAGE AND STRIPING - FLOWER RD
AND VINEYARD AVE
6. SIGNAGE AND STRIPING - 9TH ST
7.-9. STORM DRAIN IMPROVEMENTS
THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL,
EXCEPT FOR THE 66kV ELECTRICAL) ON THE PROJECT SIDE OF VINEYARD
AVENUE SHALL BE UNDERGROUNDED FROM THE FIRST POLE ON THE NORTH
SIDE OF 9TH STREET TO THE FIRST POLE OFF-SITE SOUTH OF THE
PROJECT SOUTH BOUNDARY, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE
OR OCCUPANCY, WHICHEVER OCCURS FiRST. ALL SERVICES CROSSING
VINEYARD AVENUE AND 9TH STREET SHALL BE UNDERGROUNDED AT THE
SAME TiME. THE DEVELOPER MAY REQUEST A REIMBURSEMENT AGREEMENT
TO RECOVER ONE-HALF THE DIFFERENCE BETWEEN THE UNDERGROUNDING
COST OF THE UTILITIES (ELECTRICAL) ON THE PROJECT SIDE OF VINEYARD
AVENUE MINUS THOSE (TELECOMMUNICATIONS) ON THE OPPOSITE SIDE OF
VINEYARD AVENUE FROM FUTURE DEVELOPMENT(REDEVELOPMENT) AS IT
OCCURS ON THE OPPOSITE SIDE OF THE STREET. IF THE DEVELOPER FAILS
TO SUBMIT FOR SAID REIMBURSEMENT AGREEMENT WITHIN 6 MONTHS OF
THE PUBLIC IMPROVEMENTS BEING ACCEPTED BY THE CITY, ALL RIGHTS OF
THE DEVELOPER TO REIMBURSEMENT SHALL TERMINATE.
PLAN
16167
AND 9TH ST
STREET CONSTRUCTION NOTES
NOTANCAL
ABBREVIATIONS
ADJUST TO GRADE FR REMOVE AND RELOCATE
REMOVE EXISTING YELLOW MEDIAN DETAIL 28
Fpl
F. Wim TELEPHONE COMPANY 1-800-248-2800
REMOVE EXISTING LANELINE DETAIL 11
826 LF
32
REMOVE EXISTING CROSSWALK
1 1-
G. iiDELPWA 1-800-626-6299
A.V.
AIR/VACUUM VALVE
L
LENGTH
�(3 r
(PORTION OF RED HILL)
AWWA
AMERICAN WATER WORKS ASSOCIATION
LF.
LINEAL FEET
3A
INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 15 SIGNAL
A.C.
ASPHALT CONCRETE
LP
LOW POINT
H. CHARTER COMMUNICATION( 909) 987-6275
B.C.
B.V.
BEGINNING OF CURVE
BUTTERFLY VALVE
MIN.
MAX.
MINIMUM
MAXIMUM
( 3 }-
6680 VIEW PARK COURT
B.O.
BLOWOFF ASSEMBLY
NO.
NUMBER
RIVERSIDE, CA 92503
BW
BACK OF WALK
N.T.S.
NOT TO SCALE
EXISTING SURVEY MONUMENTATiON
C.F.
CURB FACE
O.C.
ON CENTER
CL
CENTER LINE
PA
PLANTER AREA
CLR.
CLEAR DISTANCE
P. E_
PLAIN END
'
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF
CML & C
CEMENT MORTAR LINED AND COATED
R
RADIUS
RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID
CML & P
CEMENT MORTAR LINED AND PAINTED
RED.
REDUCING
MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE
COMP.
COMPRESSION
REQ'D
REQUIRED
PLANS AND ARE DESCRIBED AS FOLLOW:
CL
CLASS
RCP
REINFORCED CONCRETE
PIPE
CONC.
CONCRETE
RWV
RESILIENT WEDGE GATE
VALVE
1. FD BOLT SPiKE PER C.E.F.B. 6/80, AT THE CENTERLINE INTERSECTION OF
DIA,
DI,iETER
S
SLOPE
VINEYARD AVE. AND 9TH ST.
D.I.P.
DUCTILE IRON PIPE
S.D.
STORM DRAIN
2. FD 1 1/20 IP LS 2386, NO REF, N5702'23"W 0.07', AT THE NW
DIST.
DISTRICT
SHT.
SHEET
CORNER OF PARCEL 1. PM 5194, PM8 50/33-34.
DR.
DRIVE
ST.
STREET
3. FD 1 1/2- IP LS 2386, NO REF, N5702 -23-W 0.07'. AT THE SW
E.C.
END OF CURVE
STA.
STATION
CORNER OF PARCEL 1. PM 5194, PM8 50/33-
ELEV.
EX.
ELEVATION
EXISTING
STDS.
STL
STANDARDS
STEEL
E.W.
EACH WAY
SQ.
SQUARE
.1/n/2064
FF
FINISHED FLOOR
SWLK
SIDEWALK
F.G.
FINISH GRADE
TC
TOP OF CURB
DATED: SCOPE. ESTEP L.S. 7006
FL
FLOWUNE
TF
TOP OF FOOTING
PRiOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF
FLEX
FLEXIBLE
TG
TOP OF GRATE
BE
THE CORNER RECORD FiLED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY
LLG•
FLANGE
TW
TOP OF WALL
SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO
F.S.
FINISH SURFACE
TYP.
TYPICAL
RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE
GALV.
GALVANIZED
VERT.
VERTICAL
BEI\
PROVIDED TO THE CITY.
G.E.
GROOVED END
W
DOMESTIC WATER
ELL'
GR BRK
GRADE BREAK
W.L
WATER LINE
DES
PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A
HORIZ•
HP
HORIZONTAL
HIGH POINT
W/
WT.
WITH
WEIGHT
CUF
COPY OF THE CORNER RECORD FiLED BY A QUALIFIED R.C.E. OR L.S. WITH
INT.
INTERSECTION
)
DENOTES EXISTING
BEN
THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENT'S
INV
INVERT
� PT
ANGLE POINT
C0�
AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF
WE,
THE PROJECT SHALL BE PROVIDED TO THE CiTY.
CUF
THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL,
EXCEPT FOR THE 66kV ELECTRICAL) ON THE PROJECT SIDE OF VINEYARD
AVENUE SHALL BE UNDERGROUNDED FROM THE FIRST POLE ON THE NORTH
SIDE OF 9TH STREET TO THE FIRST POLE OFF-SITE SOUTH OF THE
PROJECT SOUTH BOUNDARY, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE
OR OCCUPANCY, WHICHEVER OCCURS FiRST. ALL SERVICES CROSSING
VINEYARD AVENUE AND 9TH STREET SHALL BE UNDERGROUNDED AT THE
SAME TiME. THE DEVELOPER MAY REQUEST A REIMBURSEMENT AGREEMENT
TO RECOVER ONE-HALF THE DIFFERENCE BETWEEN THE UNDERGROUNDING
COST OF THE UTILITIES (ELECTRICAL) ON THE PROJECT SIDE OF VINEYARD
AVENUE MINUS THOSE (TELECOMMUNICATIONS) ON THE OPPOSITE SIDE OF
VINEYARD AVENUE FROM FUTURE DEVELOPMENT(REDEVELOPMENT) AS IT
OCCURS ON THE OPPOSITE SIDE OF THE STREET. IF THE DEVELOPER FAILS
TO SUBMIT FOR SAID REIMBURSEMENT AGREEMENT WITHIN 6 MONTHS OF
THE PUBLIC IMPROVEMENTS BEING ACCEPTED BY THE CITY, ALL RIGHTS OF
THE DEVELOPER TO REIMBURSEMENT SHALL TERMINATE.
PLAN
16167
AND 9TH ST
STREET CONSTRUCTION NOTES
NOTANCAL
FA
ADJUST TO GRADE FR REMOVE AND RELOCATE
REMOVE EXISTING YELLOW MEDIAN DETAIL 28
Fpl
PROTECT IN PLACE
REMOVE EXISTING LANELINE DETAIL 11
826 LF
32
REMOVE EXISTING CROSSWALK
1 1-
CONSTRUCT 4' AC OVER 8" AB PAVEMENT PER TYPICAL SECTION
57,730 SF
2�
CONSTRUCT 35' INDUSTRIAL DRIVEWAY PER CITY STD 101 TYPE R-2
1 EA
�(3 r
INSTALL STREET LIGHT, 9500 LUMEN HPSV BY SCE,
9 EA
02-
PAID AND COORDINATED BY DEVELOPER
QUERCUS ILEX
3A
INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 15 SIGNAL
WEST
1 EA R/W
1 15 GAL
AND/OR LIGHTING STANDARD POLE WITH IT LUMINAIRE ARM, 2'
CONDUIT SWEEP, AND FOUNDATION PER CALTRANS STANDARD PLAN
AS
JES-68. LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC
( 3 }-
UNIT.
�'&
INSTALL TREE PER NOTES AND LEGEND ON SHEEP i
I
VARIES
(5 CONSTRUCT 8' CdcG PER CITY STD 104 A2-8 2,006 LF 1 32'
'( 6 r CONSTRUCT 4' SIDEWALK PER CiTY STD 101 TYPE C 3,900 SF 59
7 r� CONSTRUCT 6' SIDEWALK PER CiTY STD 101 TYPE C 2,700 SF
�( 8 CONSTRUCT 35' INDUSTRIAL DRIVEWAY PER CITY STD 101 TYPE C 8 EA
( 9 CONSTRUCT CATCH BASIN PER STORM DRAIN PLANS 5 EA
ZEXInNG 10 CONSTRUCT LOCAL DEPRESSION PER CITY STD 307 CASE E 5 EA
11 CONSTRUCT SINGLE ACCESS RAMP RETURN PER CITY STD 102 1 EA
12 CONSTRUCT REFLECTANT HYDRANT MARKERS PER CITY STD 134 5 EA
29 EXISTING RAILROAD TRACKS, SUBJECT TO BNSF APPROVAL 60 LF
30 SAWCUT AND REMOVE EXISTING CURB AND GUTTER 529 LF
31 SAWCUT AND REMOVE EXISTING AC PAVEMENT 27,610 SF
32 REMOVE EXISTING CHAIN LINK FENCE 515 LF
33 SAWCUT AND REMOVE EXISTING PCC GUTTER 232 SF
PROPOSED R/W
EXISTING R/W
95'
51'
32' 12' A 7'
I �
EXISTING CURB AND GUTTER
CURB AND GUTTER
N
PROPOSED 8" CURB AND GUTTER
TYPICAL SECTidI4
VINEYARD AVE
WEST (N.T.S.)
I 66'
40 }- REMOVE EXISTMG CATCH BASIN 1 EA
41 REMOVE EXISTING BARRICADE 21 LF 11'
42 RELOCATE 66KV POWER POLES BY OTHERS 1 EA 1
(PAID FOR AND COORDINATED BY DEVELOPER)
4'
STRIPING CONSTRUCTION NOTES QTY 0.5'
2
,aINSTALL4-INCH WIDE WHiTE LANELINE PER CAI -TRANS PROPOSED
�STD. PLAN A20A DETAIL 11 868 LF SIDEWALK
(2 }--- INSTALL 8 -INCH WIDE THERMOPLASTIC SOLID WHITE LANE 332 LF
LINE STRIPE
(3 r INSTALL 12 -INCH WIDE CROSSWALK AND LIMIT UNE PER 225 LF
CALTRANS STD. PLAN A24E
(4 �- INSTALL PAVEMENT MARKING NUMERAL PER CAI -TRANS 2 EA
STD. PLAN A24C
(5 r INSTALL PAVEMENT MARKING WORDS PER CALTRANS STD. 2 EA
PLAN A24D
(6 INSTALL PAVEMENT MARKING ARROW PER CALTRANS STD. 3 EA
PLAN A24A TYPE IV(L) ARROW
(7 j- INSTALL PAVEMENT MARKING ARROW PER CAI -TRANS STD. 4 EA
PLAN A24A TYPE IV(R) ARROW
( 8 r- INSTALL SIGN(S) 15 EA
9 }- INSTALL TWO-WAY LEFT -TURN LANES PER CAI -TRANS STD. 659 LF
PLAN A208 DETAIL 31
10 INSTALL DOUBLE WIDE YELLOW MEDIAN ISLAND PER 100 LF
CALTRANS STD. PLAN A20B DETAIL 28
33'
22'
2'
33'
22
2'
EAST
11'
PROPOSED R/WI
.5'
PROPOSED
SIDEWALK
14
as'ALIPoaos�
SIDEWALK
PROOSED !R" �tIRG
PROPOSED 8" CURB MID GUTTER
AND GUTTER
TYPICAL SECTION
FLOWER RD
NORTH (N.T.S.) Som
EXISTING R/W 66'-77'
EINC R/w
33' 33'-44'
11' 22' 22'-33' 11'
2' 2' Iv t
1 4' 4PROPOSED
0.5'V
SIDEWALK
EXISTING T
SIDEWALK
/
Tt:: - Cs._
EXISTING CURB
AND GUTTER
STREET
NOTANCAL
COMMON
30
REMOVE EXISTING YELLOW MEDIAN DETAIL 28
757 LF
31
REMOVE EXISTING LANELINE DETAIL 11
826 LF
32
REMOVE EXISTING CROSSWALK
122 LF
CONSTRUCTION NOTES FOR STREET
TREESi
i }-
ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE
SWEETSHADE
�WITH
CITY STANDARD PLANS.
1 15 GAL
02-
PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN
QUERCUS ILEX
HOLLY OAK
AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE
40' O.C.
1 15 GAL
CiTY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT
DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,
AS
DETERMINED BY THE CITY INSPECTOR.
( 3 }-
ALL STREET TREES ARE SUBJECT TO INSPECTION AND
ACCEPTANCE BY THE ENGINEERING DIVISION.
STREET TREES ARE TO BE PLANTED PER PUBLIC
IMPROVEMENT PLANS ONLY.
33'
22'
2'
33'
22
2'
EAST
11'
PROPOSED R/WI
.5'
PROPOSED
SIDEWALK
14
as'ALIPoaos�
SIDEWALK
PROOSED !R" �tIRG
PROPOSED 8" CURB MID GUTTER
AND GUTTER
TYPICAL SECTION
FLOWER RD
NORTH (N.T.S.) Som
EXISTING R/W 66'-77'
EINC R/w
33' 33'-44'
11' 22' 22'-33' 11'
2' 2' Iv t
1 4' 4PROPOSED
0.5'V
SIDEWALK
EXISTING T
SIDEWALK
/
Tt:: - Cs._
EXISTING CURB
AND GUTTER
STREET
NOTANCAL
COMMON
MIN. GOw
SPACING
SIZE
GTY
NAME
NAME
NAME
SPACE
FLOWER RD
HYMENOSPORUM FLAVUM
SWEETSHADE
1 5'
20' O.C.
1 15 GAL
1 34
9TH STREET
QUERCUS ILEX
HOLLY OAK
1 5'
40' O.C.
1 15 GAL
1 7
PROPOSED PAVEMENT)
TYPICAL SECTION
9TH STREET PROPOSED CUR
(N.T.S.) AND GUTTER
N
EJ
a-
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