HomeMy WebLinkAbout2135 PENERAL IN'TES: Ez"371MATE OF STtp<*AEET w"w"U'A"PTIES3
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE CITY OF AM AMTOTAL
RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR NO
DESCRIPPON QUANTITY
PUBLIC WORKS CONSTRUCTION, CURRENT EDITION. CITY OF RANCHO CUCAMONGA
1 CONSTRUCT Jot A.C. OVER ar A.B. (MIN.) 48,712 S.F.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 2 CONSTRUCT TYPE A2-6 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 2,815 L.F.
POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN 3 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103, W--4' 7,958 S.F.
ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS
WHERE IMPROVE T WORK IS TO DONE, SHALL BE REMOVED, RELOCATED, 45TREET IMPROVEMENT PLAN
4 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-A, 401-8 4 EA.
OR PROTECTED IN PLACE AS REQUIRED, AT NO COST, TO THE CITY OF RANCHO CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131-A 36 L.F.
CUCAONGA. AM
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CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102, SINGLE RAMP RETURN 2 EA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE CONSTRUCT C1A CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106- 2,267 S.F.
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE
8 INSTALL STREET TREES PER NOTES & LEGEND ON SHEET 1 SEE TABLE BELOW
TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. Q9 INSTALL 5800 LUMEN HPSV STREET LIGHTS BY S.C.E., PAID AND COORDINATED BY DEVELOPER 9 EA.
INSTALL STOP SIGN R1-1, LIMIT LINE & STOP LEGEND PER CALTRANS STANDARDS 2 EA.
4. A PERMIT SHALL OBTAINED FROM THE CI OF RANCHO CUCAMONGA r mi
RACT
ADJUST VALVES TO GRADE 9 EA.
16114
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION ADD AIL ACCESS DRIVE APP OA H CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA
WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. REVI `IO IS PART OF THIS PROD T
STD. PLAN 300 & .307 CASE E 2 EA.
1 1
5. ALL GRADE STAKES SHALL S INSTALL R2-1(25,) SPEED LIMIT SIGN AND PAINT LEGEND 1 A.
Y THE CONTRACTOR OR ENGINEER. PAVING I 1 � .
AKS SHALL BES AT ALL RING POINTS, EDGE OF PAVEMENT POINTS
1 I INSTALL 14-2 TRAFFIC CONTROL SIGN 1 EA.
WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOR MORE THAN 50 1 I 1 CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA
FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY - - - - --
STD. PLAN 101, TYPE R-1 27 EA.
ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. � e INSTALL REDWOOD HEADER PER DETAIL SHEET 1
36 L.F.
. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, 1 I I CONSTRUCT DRAIN OUTLET - MEDIUM CAPACITY PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-B 8 L.F.
I 1
OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. INSTALL 4" DECOMPOSED GRANITE TRAIL. 40,018 SF.
1
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, I CONSTRUCT COMMUNITY TRAIL PER PLAN, PER CITY OF RANCHO CUCAMONGA STD. PLAN 1001, AND 1004 12,860 S.F.
� 1
COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED 1 1 1 SEE SHEET 4 @ INSTALL PVC 2--RAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN 1010-A 1P288 L.F
1
AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH INSTALL ACCESS GATE PER CITY OF RANCHO CUCAMONGA STD. PLAN 1004, AND 1009-8 3 EA.
THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR I I I I CONSTRUCT TRAIL CROSSING PER DETAIL ON SHEET 4
3 EA.
APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. � 1 �
I I I
I I I "mm sum
I / CONSTRUCT WATER BARS PER CITY STD. 1012 ON SHEET 4 192 L.F.
' 3 ADJUST 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO FD. s" CONIC. POST w/ ST MANHOLE TO GRADE 2 EA.
THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETE TO 1 1 1 1 ,,,� 1 /4" BRASS Disc
�
VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. B.C.-F,C.D 1949
=�� - `�� �`�� �``� I DN 1.0 MKD. S. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE INJI ��.
If
SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS 1 1
COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF Rc r-, HU T CLUB DR.
1
AGGREGATE BASE. 1 1 1
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 1 I 1
1141 Mm mm mmilommmmmm mm mom mm wim mm 13
TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION 1CONSTRUCTION NOTES FOR STREET TREES:
OF THE STRUCTURAL SECTIONS. 1 I 1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF � 1
2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC SOILS REPORT SHALL BE
2 FD. s" CONC. POST W/ '
A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL I I 1 1/4" BRAss DEsc FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY
ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 1 I MKD. s.B.c.--F.c.D 1949 REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY 1 up 0.1' ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING
BETTER THAN THE NATIVE MATERIAL. 1 � DIVISION.
12. 1F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 1 1 1/4 INCH S.B. CO.
4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
STERILAT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL SURV DN. 0.7' FD ON i
BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE EAST AVENUE STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACE SPACING SIZE QUANTITY-
FULL PAVEMENT WIDTH PRIOR TO PAVING. HUNT CLUB DRIVE PYRUS CALLERYANA "ARISTOCRAT" N.C.N. 3' 20' O.C. 15 GAL. 46
p 5p 10p 2p4 app Opp PINTO PLACE TRISTANIOPSIS LAURINA N.C.N. 3' 20' O.C. 115 GAL. 1 21
1 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CANTER COVE COURT TRISTANIOPSIS LAURINA N.C.N. 3' 20' Q.C. 15 GAL. 15
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN =
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY SCALE. 1" 100'
ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED DRAWING NO. 1990 SHEETS 1, 5 & 6 ® REVISION AND DRAWING NO. 1990-S
IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE SHEET 8 REVISION, ARE TO BE CONSIDERED AS PART OF THIS PROJECT
OTHER ITEMS OF WORK.
1 . STREET SIGNS PER THE CITY OF RANCHO CUCAMONGA STANDARD PLAN R/W R/W(PER TR 16113) ,
NUMBERS 401--A AND 401- SHALL E CONSTRUCTED AT EACH INTERSECTION. 88
I 44' 44' 5'-10' WILSON AVENUE -- 24TH ST.
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM LANDSCAPE
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 12' 32' 32' 12'
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL I EASEMENT
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. � 7.50' 4.0' 50,
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SUMM/T A!/E
16. WORK SITES AND EXTERIOR STREETS SHALL B IN A NEAT, CLEAN, HAZARD
I
FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND `' " T- -- w a LEVEL - -- �" w '�
BE CLEANED ERGRO;UND UTILITIES OR STRUCTURES ,- -- _ LINE � � �p _ �� RQ'JG'T
. 0 - _ ---= _ _ -- I Q Q L QUA T/l�'M
UPON THE REQUEST OF THE INSPECTOR. SHOWN ON THESE PLANS ARE OBTAINED Y A S RCH OF AVAILABLE RECORDS, TO I `- -- J _ ==_ -=- �" �" _ _ -- -- --` �" �" - -- - -- - _=_ �° _
THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE I i _ _ -- -- ® -" -- -` `_ -- -- -- -- ® � -- I I q y 15
17. NATIVE SOIL IS TO E SCARIFIED OR I L
RIPPED BETWEEN MEDIAN CURBS PRIOR TO SHOWN ON THESE P NS. THE CONTRACTOR IS REQUIRED TO TAKE DUE I I Q
I
FILL PLACEMENT. I I
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE !
DRAWINGS. I
18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED. TWO WORKING DAYS
PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133. PROVIDED FOR YOUR
CONVENIENCE ARE THE FOLLOWING; THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE � I
UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
A. SAN GABRIL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 FOR DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
MAP
BASELINE ROAD CONSTRUCTION NIS
RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF TI = .0 =
R. JAMES FREI, CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND
B. PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO 5' PUBLIC
GENERAL TELEPHONE COMPANY `800) 483-3000 SIDEWALK
NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, EASEMENT
C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 FOR UNDERGROUND AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, PINTO PLACE R/w 50► R/w U
SERVICE RED NDS, CA 92373 1981 WEST LUGONIA AVENUE, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS & HUNT CLUB DRIVE o 5, 25• C L 25'
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 0.5' 4° 1 7 18® 18' 70 �. 1
D. CUCAMONGA VALLEYWATER DISTRICT (909) 987-2591 9641 SAN OWNER OR THE ENGINEER. °a5` w °-
1 I I ' '
BRNARDINO ROAD RANCHO CUCAMONGA, CA 91730 N
2 I 11`4"PER 0.a2° 4•'PER FT. 2 a
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT 2 ,. ;,. LEVEL -. LINE ! I
._ 2 / AI
E. METROPOLITAN WATER DISTRICT (909) 593-7474 700 NORTH MORENO ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
o4e 44CII.471' -7 29
AVENUE, LA VERNE, CA 91750 �/
�- 2 1Zl-\
�r_14 �-p `'j"`'p1�F1_1 //v
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F. - 2 � . /�f/f, 4-2 0X1:!f11 - G fog 4W:79 �Ar Q7-..
SOUTH R CALIFORNIA DISON COMPANY (800) 655 4555 7951 REDWOOD
AVENUE, FOTAA, CA 92336 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURV MONUMENTS OF RECORD(S) C R I PTI O N O F REVISION DATE APPRovED
a
a THAT COULD DISTURBED Y THIS PROJECT. ALL SAID MONUMENTS WHICHCANTER COVE COURT. HUNT CLUB DiRVE
_
G. PACIFIC TELEPHONE COMPANY (714) 999-8639 CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED04
& PINTO PLACE CffY OF RANCHO CUCAMONGA 0
19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETEAS FOLLOWS;ROADWAY PAVEMENT I = 5.0 R = 30
SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE PER SOILS EPO
ROADWAY HAVE N INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL 1 1 1/4 INCH S.B. CO. SURV DN. 0.7' FD ON ST AVENUE
GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND (21 FD. 6" CONC. POST W/ 1 1/4" BRASS DISC MKD. S.B.C.-F.C.D 1949 UP 0.1' 1 1" TRACT NO, 16114 °-
ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION FD. 6" CONIC. POS / 1 B DISC MKD. S. .C.-F.C.Q 1949 UP 1.0'
OF THE CITY ENGINEER. o
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20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE PAUL R. HUDD TON J . L.S. 7083 12/31/06TITLE SHEET
INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE
C3 LOCATED BEHIND THE f $
SIDEWALK. BASIS OF BEARINGS 2" 4" REDWOOD HEADER
r APPROVED Y
• DA
R
c� THE BEARING SHOWN HEREON ARE BASED ON THE CENTERLINE OF EAST AVENUE 2" X 2" REDWOOD CITY ENGINEER RCE NO 24953 .-
F
BEING N 00"13'40" E PER SURVEY RECORDED IN BOOK 96, PAGES 58 INCLUSIVE ' STAKE 0 24" O.C. �
OF RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SA WITH GALVANIZED NAILS DESIGN BY. N AKER RECOMMENDED
N ASSOCIATES
Call: TOLL FREE BERNARDINO COUNTY. CCP IRVINE,
I .
6 D Y: SHEET
2900 ADAMS STREET, SUITE A-15
INLAND EMPIRE REGION W
RIVERSIDE CA 92504 (951-}352-7200 a
Lo
T CCP PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS OF 4Q
PLANS PREPARED UNDER SUPERVISION OF
BM #10089, A 2" BASS DISK IN CONIC. HEADWALL AT THE SW CORNER OF SUMMIT CHECKED Y:
R.C.E. NO. 58020 Ci
z� TWO WORKING DAYS BEFORE You DAG AVENUE EAST AVENUE, ELEV=1507.031 Paul Huddleston Jr. z
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7 22
7.WATER BARS ARE TO BE LOCATED WHERE NEEDED,REVIEW REQUIREMENT CRITERIA DFLDTD
AVAILABLE FROM THE ENGINEERING DEPARTMENT FINAL-QUANTITY AND EXACT LOCATIONS
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LOCATION TO BE DETERMINES BY THE ENGINEERING DEPARTMENT, � � PER
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2.USE 2500 PSI CONCRETE AT 28 DAYS. ('" !� TRAIL 20
LONGITUDE L ~ _
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CITY' OF RANCHO CUC ONGA CALIFORNIA � �• A
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^ APPROVED BY, `, •� .
90
STANDARD PLAN
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> CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUSUC WORKS CONSTRUCTION 97o- 12% 0 �F ' �� 2a� _....-
a R.C.E. 24953 SHEET I OF I
18
1 -_
5'
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DESCRIPTION CSF REVISION DATE APPROVED
1 INSTALL 4" DECOMPOSED GRAI AIL
® 1 CONSTRUCT COMMUNITY AIL PER PLAN, PER CITYem%,rmry opow cNGA z
OF RANCHO CUCAONGA STD. PLAN 1001, AND 1004
2O INSTALL PVC 2-'RAIL FENCE PER CITY OF RANCHO! CUCAONGA o
STD. PLAN 1010--A
21 INSTALL ACCESS GATE PER CITY OF RANCHO CUCAMONGALo
TRAftNm6A4 �!
STD, PLAN 1004, AND 1009--B
22 CONSTRUCT TRAIL CROSSING PER DETAIL HEREON %.;%ammUN1"`r, v. Tme"' Il IL r.)CNHA
2 CONSTRUCT WA BARS PER CITY STD. 1012 HEREON % '"'LAsk
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CITY ENGINEER RCE NO. 24953
` DESIGN Y: U AKE ASSOCIATES RECOMMENDED •�
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IRVINE, INC .&C>
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Call: TOLL FREE BENCAIIWARffI I I r:'a
0 20 40 80 A 2900 ADAMS STREET, SUITE A--15 SHEET U
SM 110069, A SS 0I9'1N CONC. 11DWALL AT Tf/E SAY CORNER OF SUMMIT AYENUE RIVERSIDE CA 92504 (951)352-7200 �N
ST A11ENUE, EL =1507.0,3'11w C PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS OF co)
Q cD
SCALE: 1" = 0' CHECKED Y® PLANS PREPARED UNDER SUPERVISION OF ±0
R.C.E. NO. 58020
z TWO WORKING DAYS BEFORE YOU DIG
0 �;
Paul
Huddleston Jr.
71 PRH Date OCT. 2005 Exp. JUNE 30, 08 w w
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