HomeMy WebLinkAbout862GE�!ERAL NOTES:
L 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. CONTRACTOR SHALL BE FAMILIAR
WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE 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 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 FAMIUAR17E HIM-
SELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO
EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERA-
TIONS, 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.
& 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.
& 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, COM-
PACTING 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 PLACEMcNT 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 -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF
AGGREGATE BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH FI -VALUE AND PAVEMENT TESTS
TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAU.
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
I I 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 DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID.
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 NUMBERS 401 AND 402
SHALL BE CONSTRUCTED AT EACH INTERSECTION.
1 5 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
RESPONSIBILITY 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 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.
CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT
MR. BOB STALLINGS (21 3) 969-2718
FOR BASE UNE ROAD CONSTRUCTION
B. GENERAL TELEPHONE (800) 422-4132
FOR UNDERGROUND SERVICE
C. SOUTHERN CALIFORNIA GAS COMPANY (114) 529-2889
2191 E. BIRCH STREET (714) 529-7070
BR EA, CA 92621
D. CUCAMONGA COUNTY WATER DISTRICT (71 4) 987-2591
9641 SAN BERNARDINO ROAD
RANCHO CUCAMONGA, CA 91730
E. METROPOLITAN WATER DISTRICT (714) 593-7474
P.O. BOX 5 415 3
LOS ANGELES, CA 90054
F. PACIFIC TELEPHONE COMPANY (11 4) 999-5839
ENGINEERS NOTICE
I. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONStBtLiTY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCI UDING SAFETY OF ALL
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY
AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL
OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
L ALL UNDERGROUND LITILIT'IES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC
RECORDS, ARE INDICATED WITH THEIR AP-nOXIMATE LOCATION AND EXTENT. THE
OWNER, BY ACCEPTING THESE PUNS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,
AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY
DAMAGES RESULTING FROM THE EXISTENCE OF LINDFRGROJND UTILITIES OR STRUCTURES
NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT
VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO
TAKE DUE PRECLA71ONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES
SHOWN AND ANY OTHERS FOUND AT THE SITE. R SHALL BE THE'COIdTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK.
9
M PROVE NA
ENT PLANS
FOR
VISTA DEL VERDE APARTMENTS
CITY OF RANCHO CUCAMONGA, CALIFORNIA
CONSTRUCTION NOTES & QUANTITIES
NO.
ITEM
QUANTITY UNIT
STREET
O
CONSTRUCT !o" AC OVER 4"AB PER CITY OF RANCHO CUCAMONGA STANDARDS.
30,84& S.F
O
CONSTRUCT PCC CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD
DRAWING NO. 303. (8" C.F. )
/,029 L.F
®
CONSTRUCT PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD
DRAWING N0. 304.
5,376 S.F.
®
CONSTRUCT COMMERCIAL / INDUSTRIAL DRIVE APPROACH PER CITY OF RANCHO
CUCAMONGA STANDARD DRAWING NO. 306. (W = 44' R = 8')
O5
CONSTRUCT LOCAL DEPRESSION PER RANCHO CUCAMONGA STANDARD DRAWING
NO. 51 8.
56150 S.F.
O
REMOVE EXISTING 6" A.C. BERM.
/00 L.F
Q7
INSTALL STREET LIGHTS
9 EA.
8
CONSTRUCT V,,4R/ABLE TN/CKNE55 OVERLAY r0-10'M/IV)
8,750 S. F.
9
CONSTRUCT MOD/F/EO UNDERS/DEWALK ORd1A/ PER 0E741L
/ e`A•
CONSTRUCT 0.25' A.C. PAVEMENT ON 0.33' OF CLASS II CRUSHED
AGGREGATE BASE.
420 S.F.
/2
CONSTRUCT 8" P.C.C. CURB & GUTTER PER CITY OF RANCHO CUCAMONGA
STANDARD DRAWING NO. 303.
?5& Z.F
/3
CONSTRUCT 5' P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA
STANDARD DRAWING NO. 206.
/, 043 L.F.
14
CONSTRUCT P.C.C. DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA
STANDARD DRAWING NO. 305. W=1 6', X=5'
240 S.F
Is
REMOVE EXISTING CURB & GUTTER.
2/5
O
REMOVE EXISTING SIDEWALK.
860 S.F
/7
REMOVE EXISTING PAVEMENT.
/,300 S.F.
/8
REMOVE EXISTING DRIVEWAY.
240 S.F.
/9
RELOCATE EXISTING WATER METER.
4 EA.
STORM DRAIN
?!
CONSTRUCT ►S" R.C.P., D -LOAD AS SHOWN.
5 L.F.
O
CONSigtIC7 SPE&/AL JUNCT/ON STRUCTI/RE PER OE7•4 /L .4 �. SHEET 3 OF G .
/ EA .
?3
CONSTRUCT MANHOLE SHAFT PER CITY OF RANCHO CUCAMONGA
STD. DRAWING NO. 512
CA.
?+
CONSTRUCT CATCH BASIN NO. 1 PER CITY OF RANCHO CUCAMONGA
STD. DRAWING NO. 502. W = 7'
2 EA.
zs
CONSTRUCT JX R.C.P., D -LOAD AS SHOWN.
899 L.F.
®CON5TRUCT
MANHOLF- W f ER CIT( Or RANCHO CUCAMONGA
5TAmDARD pRAWING NO. 5110, L- 8'-O" MODIFI6Q A5 rloT6D.
EA.
QCONSTRUCT
CUi?8 OUTLET PER CITY OF R/-\NCHO CUCA.MON6iA
6T,A1.iL'�e.Ri� DRAWING NO, 50Co. At4D L7J=TA a_ 'S'. SHEET 3 OP Co.
I E-A
O
CONT ac7- Sic 3' A. C-8. TER OE7-4/L A' 5#1597- 3 OF r'o #4 eAR/ 795 /bs.
oc.
AC. CONCeETE 7• .1-3 C. y.
20.63 L. F
®
CON5T12UCT OUTL>="T rOI? 54 " STORM TOI:z>A,iN Pr --=r,> 110E_7AILSO
3
I EA
OGoNSTRLJGT
3o
J•5. P�fz CIT" OF 12ANCN0 GUGAMoNCZQ STD.
pIZ.4W I NG No. 508
1 EA
31
CON5T,4UCT SPEC/GL e/UNCT/ON STRUCTURE f°ER OEiLJ/LS SHEET 4 OF Lo.
32
*4 BARS 4, 7/2 /As.
U 5 .@,4RS /, /L2 /60.
CO/V5TRUCT C/1ANNEL .4S NO TR+r
PCC CONCRETE - 55.75 C. Y.
33
CONSTRUCT /41x X /9ko " ORAIA/ eOX PER 4RO01<5-RODUC715 DRAW/NG A/O 74/,
40R4/A/ BOX NO. 'J& ANO OETA/L 'c' S.4T. 3 OF av.
/ EA.
e FOO7X//LL gLVD.
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A.C. OVFCZ,4Y
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47'
fa'
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NAT/VE MATGI'!./L
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TI : /0
TYPICAL SECTION
STA. 19+50.00 TO STA. 23+50.00
i F, 7,vlLL 'IKvD
COW, VARNSLE
AX. OVERLAY
1�
R m 70
TI = /O
TYPICAL
061rADEBREAK-EL
ON PLAN -MAX
5'X GRADE
TO E.P.
/ CONSr D.SO'A.C. Z'
OVER SELLGT
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SECTION
STA. 14+90.85 TO STA. 19+50.00
5 STA. 23+50.00 TO STA. 26+00 t
O
If/,W
A11W
BENCH MARK:
NO. 18-8 ELEV. = 12 05.2 2 4
IN THE NORTHEAST CORNER OF THE INTERSECTION
OF HELLMAN AVENUE AND FOOTHILL BOULEVARD,
13 FEET EAST OF THE CENTERLINE OF HELLMAN
AVE. 50' N/0 CENTERLINE OF FOOTHILL, A PIN
AND SURVEYORS TAG IN THE TOP OF CURB AT THE
SOUTHEAST CORNER OF A FLOOD CONTROL CHANNEL
VICINITY MAP
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CONSTRUCTION NOTES:
g1CONSTRUCT G' AC OVER -f AB PER CITY OF RANCHO CUCAMONGA STANDARDS.
. CONSTRUCT PCC CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD
DRAWING NO. 303.
30. CONSTRUCT PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD
DRAWING NO. 311.
CONSTRUCT COMMERCIAL / INDUSTRIAL DRIVE APPROACH PER CITY OF RANCHO
CUCAMONGA STANDARD DRAWING NO. 306. W - 44' R - 8'
5G. CONSTRUCT LOCAL DEPRESSION PER RANCHO CUCAMONGA STANDARD DRAWING
NO. 518.
REMOVE EXISTING 6" A.C. BERM.
Q7 INSTALL STREET LIGHTS ( 9500 LUMENS)
® CONST. MR/481-E TNICKNESS OVERLAY r0./0'M/M)
q, CONST. MODIFIED UNDERS/DEW'j1- K ORA/AI PE/t OE74IL *D t
CITY OF R4AICN0 C(JC/JMONG►4 Sr ORAW/N6 NO. 507.
/7' VA1l1Ab1.6
&
-r /0 r�T 1 tX t;V fax.
J—
.�• w. r. s. L1
11 " DETAIL "D" 8E
DETAIL C CASE .B. N,S. p_o tON SECTION CT 8-8
NTS nTs
SECTION C -C
ti TS
?bt45.41 1 FOOTHILL BLVD.
I = /0*00.00 0 HELLMAN
JB►u 12X. PAlJE,Fa�,m "
�y
W
� Q
EX / A.C. BERM �p
�1
v I1
N 1 II
I
DESCRIPTION OF REVISION CRY
QATE ArEa
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
SOUTH SIDE
FOOTHILL BOULEVARD ..
HELL.MAN AVENUE TO 1155'-+ WEST
DR -83-21
APPROVED BY DA1 L -!3 '-
CIT! ENGINEEC-1l.-
P.C.E. NO. 23889
DEctON' F COE 601 N. PARKCENTER DR. RC!C> 'F'F+d[i[f)
SUITE 104
WILLIAMS SANTA ANA, CA. 92706 '(
. r cf F UNDGREN (11 4) 838-445
��� & SHORT
/� j•• CML ENGINEERS / LAND SURVEYORS 2— oF 6
��_s >
CHI V�,
.F 0 ��S ac.E. mo. 3O8-73 N�
D. L . DATE Z- 014,Y RLE to
�W
rA/L"O'
V
?bt45.41 1 FOOTHILL BLVD.
I = /0*00.00 0 HELLMAN
JB►u 12X. PAlJE,Fa�,m "
�y
W
� Q
EX / A.C. BERM �p
�1
v I1
N 1 II
I
DESCRIPTION OF REVISION CRY
QATE ArEa
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
SOUTH SIDE
FOOTHILL BOULEVARD ..
HELL.MAN AVENUE TO 1155'-+ WEST
DR -83-21
APPROVED BY DA1 L -!3 '-
CIT! ENGINEEC-1l.-
P.C.E. NO. 23889
DEctON' F COE 601 N. PARKCENTER DR. RC!C> 'F'F+d[i[f)
SUITE 104
WILLIAMS SANTA ANA, CA. 92706 '(
. r cf F UNDGREN (11 4) 838-445
��� & SHORT
/� j•• CML ENGINEERS / LAND SURVEYORS 2— oF 6
��_s >
CHI V�,
.F 0 ��S ac.E. mo. 3O8-73 N�
D. L . DATE Z- 014,Y RLE to