HomeMy WebLinkAbout1086 GENERAL NOTES CONSTRUCTION NOTES & ESTIMATES OF QUANTITIES BENCH MARK:
1. All work shall be done in accordance vith these plans, the City of �EJVGH�I'lA/CK /YO ?i-,�f.
Rancho Cucamonga Standards and the Standard Specifications for Public
0—CONST. 4" A.C. OVER 4" AGGREGATE BASE. /G�•¢/a ✓�� Ar rll,=, Ala OFHAvd!wA✓L�.
JY
Works Construction - current edition. Contractor shall be familiar /STN 5T, �`T /Y ffA✓�M
with and shall be responsible for adherance to these Standards and a---CONST. e" CURB N/24" GUTTER PER CITY STD. DWG. 110. 303. 457a7 L.r'.` B•3fT N. MTf7�:T, SET ,w/✓E
Specifications. P!/Y_ w1a o. ma IN rer,4r rH,6
o, @-CONST. DRIVEWAY APPROACH PER CITY STD. DWG. 110. 306 W-301 . X08 ��` ,E. B+VAPEF/'I16%4A7iVAL.(, VK
2. All pipelines or substructures of racy kind, telephone or power poles, - 3-?¢"GsffP
water meters, valves, fire hydrants, etc. shown or not shown on these �--CONST. PARKWAY CULVERT PER CITY STD. DWG. 110. 507, SIZE PER PLAN. �
- 7.d7L..C.` 1!14 W.
# plans within the right-of-way limits or in adjacent areas whereTO L
improvement work is to be done shall be removed, relocated or protected - ---REMt�jVE EXIST. REDWOOD READER i JOIN EXIST. PAVEMENT. S
In place as required at no cost to the City of Rancho Cucamonga. �--.-INSTALL 2" X 6" REDWOOD HEADER. � /'F/ �'•�
3. Any contractor performing Nark on this project shall fsniliarize hi:r-
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. �---CONST. LOCAL DEPRESSION, CASE "B" PER CITY STD. DWG. 110. Sle, /
4. A permit shall be obtained from the City of Rancho Cucamang= Engineering Q----CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. SO4. / �4
Department prior to any encroachment or construction within City of (SEE PLAN FOR W.i V. ) .
Rancho Cucamonga easement or right-of-ray.
CONST. 24" R.C.P. STORid DRAIN.
S. All trade stakes shall be set by the Contractor or Engtneer. Paving
stakes shall be set at all hinge points, edge of pavement points - �cte�r�r �' c � ��
within 0.01 foot of sub-grade elevation and at not more than SO foot
intervals. Additional paving stakes may be required by City Engineer —/ /07VAW At/" 41.0'10 0 Y 4f'?rMM
as needed at warped or vertical curve areas.
6. All sewer, water,'electric, gas, phone or other utility laterals, w
mains, or crossings shall be constructed prior to paving.
7. Compaction tests of• eubseekment conatruttian, trench backfill;
pacting original ground and all sub-grades.shall be performed at so _
cost to the City of Rancho Cucamonga. A written report vith theseC
c /\�
compaction tests shall be submitted to the City Engineer for approval `v
prior to the placement of base materials and/or surfacing.
a. At the completion of paving, a materials reportdshalr be submitted to �c•
the City Engineer. Lasing all tests or determinations completed to
verify stability oil content and Gradation of asphalt Paving
9. Prior to installatiert of my ftevil . a satertals report shall be
submitter to the City Engineer. Listing all tests or determinations
completed to verify: . sieve analysis and sand equivalent of
aggregate base.
10. Paving. shall be performed in accordance with R-Value aril Pavement tests
taken to, determine structL=al sections (prior to final plan approval)
11. When tOprovements are to be placed an native soil which consists of a
rocky material, the sub-grade shall be prepared by removing all rocks ,,, sem• MI '
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 nativo
material.
1
12. if the asphalt concrete is to be placed on svb-grade, a soils stertlant ;
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 eon- A.
venience of the developer, the contractor shall make his own deter- /
urination of construction quantities before submitting a bid. Any ME tAInWJ11EAR
Item of work required by these plans which is not specifically listed 3117EWALK NOTES
In the estimate of quantities shall be considered as included in the AN $WT. If
other items of work. f
14. Street *sans per City of Rancho Cucamonga Standard !lumbers 401 and 402 TYPICAL SECTION
r shall be constructed at each intersection.
H.776F
15. City approval of =plans does not relieve the developer from responsibility SPRUCE AVENUE '
for. the correction of error and omission discovered during construction. ,, „
uponrequest the required plan revisions shall be promptly submitted to TI. Q " �X/sT. /'� /�4L�/E 7o
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. Native soil to be scarified or ripped between median curbs
prior to fill placement.
Contact all Utility Companies as required, 48 hours prior to 29. The final or surface layer of asphaltic concrete roadway
excavation.- Provided for your convenience are the following: pavement shall not be placed until all utilites and utility
laterals within the roadway have been installed, all on-site
A. San Gabriel Line
liRoad
a (213) 969-2718 Municipal Water District improvements including all grading have been completed, and
l;r. Bob Sall unacceptable parkway and roadway improvements are re-
for sane Line Road construction moved and replaced to the satisfaction of the City Engineer.
S. Ceneral Telephone (800) 422-4132
for underground service o f
C. Southern California Can Company (714) 529-2E89
2191 E. Birch Street (714) 529-7070
Brea, CA 92621
0. Cucamonga County slater District (714) 9A7-2591 H
9641 San Bernardino Road
Rancho Cucamonga, CA 91730
E. Metropolitan Water District (714) 593-7474 -
P.O. Box 54153
A
Los Angeles, CA • 90054 ._
F. Pacific Telephone Company (714) 999-5639D ESC R IPTI 0 N o f REVISION
GATE APPIPME
CITY of RANCHO CUCAMONGA_
"IVATE ENGINEER'S NOTICE TO CON rRAGTOR - 1�'�"�'/
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILMES OR PARCEL MAP NO. 9829
STRUCTURES SHOWN ON THESE PLANS AREJOBTAINED BY A SLARCR OF v
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE TH9RE ARE tom .
NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE �����✓f`
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO TITLE SHEET
PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES
r
NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION - -
/
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
" APPROVED 8Y R G✓1rfAT/ ATE
EXE/SES
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR %,`� '���� O TY ENGINE E IZ-3/_09 RCE.NO 23889
CQNTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITYtoy �e DESIGN DOLE AND ASSOCIATES, INC. RECOMM N ED
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS °PRO- X./P, OF SAN BERNARDINO COUNTY Aa LT iG
JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; .THAT THIS REQUIRE- NOTICE CONSULTING CML ENGINEERING
MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR SHALL VERIFY ALL ' �Ayy),J AND LAND Ave,Suite
SWEET
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CONDITIONS AND DIMENSIONS KEY MAP ti4 UPLAND
CALIFORNIA
AL FORM 9 106
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL AND SHALL REPORT ALL DIS- /KL•� UPLRND (714) NIAsi1TB6 �_ OF —
N WORK ON THIS CREPANCIES TO THE ENGINEER 11ECKED PHON�(714) RGE No/¢f/ DRAMNG
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF _ _ NO.
PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE PRIOR TO THE COMMENCEMENT '� G/TY PATE ` FILE p0 f.ra f O 86
OF THE OWNER OR THE ENGINEER.
OF WORK.
I
- - LAW y d. — BENCH MARK:
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L : _CONSTRUCTION NOTES
ONST. 4" A. C. OVER 4" AGGREGATE BASE.
{�' '• n ~'• ONST. 8" CURB W/24" GUTTER PER CITY STD. DWG. NO. 303.
_ 11 ' t;• `� W D ' , '�li '•' Z �— ONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 306 W-30' .
V ONST. PARKWAY CULVERT PER CITY STD. DWG. NO. SOT., SIZE PER PLAN.
• ted���` �4 titi , '�' \ 3� . �— REMOVE EXIST. REDWOOD HEADER i JOIN EXI9T. PAVEMENT.
IL
0.
•��• ae �' - d�•— INSTALL 2" X 6" REDWbOD HEADER.
NSTALL STREET LIGHTS, 9500 LUM. I,DY Oy7V)q3)
�i O C?-b• M1' _
@—CONST. LOCAL DEPRESSION, CASE "B" PER CITY STD. DWG. NO. S18.
e•� ��. ..� �i � -. ONST. CATCH HASIN 110. 3 PER CITY STD. DWG. 110. 504.
�' Q, 111 Q I — - — — �b1 — (SEE PLAN FOR W.& V. ) .
rll• w` ( __�_ _, --- ONST. 24 R.C.P. STORM DRAIN.
�► -
2 1 �--- x MM31"r4UOV DY 07M&Ms.
4A5e PREC/SE rAPAONG P44AI)
/1 ' y 0
�`� n •:H •N� GURVIL3V5MLX Nit
.. ��• GURV/LINEAR 49I4acWALK OHAiL OE GON1,rRUGTE9 IN G0N NGE A'/Tff�T11. D11i�i.
1316 NO. 404. THE 6ENERAL LINE AND LIA406 aWALL ,dE A0 "WN ON ARE L WPIOC �
f ti• \ •
...r"'• _ � � ` RAN. Af�'ROVAL Of rkE PINAL LAYOUT Of GURV/L/NE,'1R �EWi4LK5 �•MLL dE
s A l EXI IELG
• A ^tgE IN THE P/ELl? ANZ? AIaJUSrE/7 A3 NEGE55 JCl• lb T 5T/N6 f
N ' GONIA/ IONS Aji ,APPROVED TSr T7/E nimIG WORKS /nlSrEGTO /WG PFOJEGT
R,�INNER P1'CIO/C TO FlNr4L GONSTRl1GT70N• TIfE PUDLIG WO KS /NS GTOR .?N�4t•L•
OE /VoPF/EP A MIN/MUM Of 46 HOURS PRIOR TO ANrIGII�TtV �LoV INA'oTION.
IN THE EVENT MAJOR Gffi'VVGp ACRE P1COP05ErJ TO TSE GONGEPTlIAL ?/l7EWALK
L.rrAuT' ALAN, T11i0 JETS OP Pi-Mr3 5WOW/NG TffE rROPGbEn
r_
nw voeS 3gAu PE ,vuem i rmp AIT' THE 5/4ME T IME rw 48 IfOUP NOrI GE
10 61 YEN TO THE Gl T r.
DESCRIPTION of REVISION
• DATE IAPPROVE
��+• CITY of RANCHO CUCAMONGA
J� $i r• '4 1R Z_ T PARCEL MAP NO. 9829
S� �¢-SioiN /000a0; AAA 220.32'
SPRUCE AVENUE
221'?/.D/ /oa-00 .4W. 23 /07.03
t%
/oroo.ro 43. 9 2175;' STREET IMPROVEMENT PLANS
�. ¢'G�i;15• o3200' 7¢02' .0700'
y � •. � .� •• ,S-o.5b�" /03?AO' 55.58' 27 70' .
APPROVED BY ATE�o��-jG
CITY ENGNEE
� •RCE.No 23889
•
l� �0 � (�� �U� DESIGN MIMOLE AND ASSOCIATES, INC. RECOMMENDED
ImpLI�� �/�W IL ✓ CONSULTING C VIILDENGINEERING K
� OF �L�SL •
• r' • DRAWN AND LAND PUNNING• S T
5" N.Mountdn Am,Sults lob
hf. /,. A UPLAND CALIFORNIA 91M OF
PHONE(714) 946-2949
NECKED RCE- No A¢�/AY DRAWING DRAWING NO.
C15- '
0 TE FILE No'f?4"%� 1086
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