HomeMy WebLinkAbout1152 GENERAL NOTES PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
work shall be done n accordance with these lens, the City of STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF A
1. All P AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE N
Rancho Cucamonga Standards and the Standard Specifications for Public NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE .i N s.�.r..�.
Works Construction - current edition. Contractor shall be familiar "" COWST .i
with and shall be responsible for adherence to these Standards and CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO i
PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES /?7- /3/"
Specifications. NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION67 - 7/ fe5M'T
OF, AND -ANY DAMAGE TO THES1; LINES OR STRUCTURES. ' VARIES Gf' ��"
2. All pipelines or substructures of any kind, telephone or power poles, / S I
water meters, valves, 'fire hydrants, etc. shown o: not shown on these 47'57' VWAle's 5'7=60• aNI
E
20' 6ROUN0
plans within the right-of-way limits or in adjacent areas where
improvement work is to be done shall be removed, relocated or protected . I
in place as required at no cost to the City of Rancho Cucamonga. SPIECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
VAR/CSI4' WR/ES b
3. Any contractor performing work on this project shall familiarize him- CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY i 0.89 I o.5'MiN. _ 2 �
self with the site and shall be solely responsible for any damage to FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRJCTION OF THIS PRO-
JECT, INCLUDING SAFETY OF ALL. PERSCNS AND PROPERTY; THAT THIS REQUIRE- [EVE[ [INE _I i�'fr 9HEET.S �. \
tions, whether or not such facilities are shown on these plans. MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING T� ___- _ i„ _ 0.95-- � ' s, sTiQ/P/NG s//T 7 \
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE , _ __________uJ ��_-_ ---- r , +�R
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL j --`,=;;___------------ -----------
Department prior to any encroachment or construction within City of OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONs7. e" CURB f
L-�' I I OilrUrR PfR CITY Of
Rancho Cucamonga easement or right-of-way. PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCEJow RANCHO Cl/CAMONGA \
i OF THE OWNER OR THE ENGINEER. t ✓aN 57D. OWG. N0 303 (TYR)
5. All grade stakes shall be set b the Contractor or Engineer. PavingiONST. •t' A.C. OYER
y g 4 bAsE
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 WW I
intervals. Additional paving stakes may be required by City Engineer ���o�"��`-� s�o'�� i
as needed at warped or vertical cu-,-,ie areas. NOTE TO CONTRACTOR
AU#VSrA pR.
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6. All sewer, water, electric, gas, phone or other utility laterals, THE CONTRACTOR IS HEREBY NOTIFIED THAT THE CITY ENGINEER MAY REQUI RE THE
TYPICAL SECTION
mains, or crossings shall be constructed prior to paving. STORM DRAIN TO BE INSTALLED BYJACKING , IFTHE PROPOSED MEDIAN CONSTRUCTION N.T.S 'K
tests of embankment construction trench backfill tom= ON HAVEN AVENUE IS COMPLETED PRIOR TO INSTALLATION OF THE PROPOSED STORM
7. Compaction
P BASE LINE ROAD .MEET h
patting original ground and all sub-grades shall be performed at no DRAIN. TI = 9.0 R = 65 - - ----
cost to the City of Rancho Cucamonga. A written report with these
compaction tests shall be submitted to the City Engineer for approval 5/C/EE7- /O
prior to the placement of base materials and/or surfacing.
NOTE TO CONTRACTOR
B. At the completion of paving, a materials report shall be submitted to
the City Engineer. Lising all tests or determinations completed to.
verify stability oil content and Gradation of asphalt Paving THE ALIGNMENT OF CURVILINEAR SIDEWALKS ASSHOWN ON THESE PLANS IS
CONCEPTUAL ON LY.
9: Prior Eo installation of any paving, a materials report shall be THE CONTRACTOR, AFTER SETTING UP THE FORMS,SHALL NOTIFY THE PROJECT INDEX MAP
submitted to the City Engineer. Listing all tests or determinations PLAN NERAND CITY INSPECTOR , 48 HOURS INADVANCE OFPOURINGCONCRETE ,
completed to verify: R-Value, Sieve analysts and sand equivalent of N.T S
aggregate base. FOR THEIR APPROVAL OFTHE ALIGNMENT.
YAR/ES 15206'- 150,16'
10. When improvements are to be placed on native soil which consists of a 55' VARIES 97.06'- 95./6'
rocky material, the sub-grade shall be prepared by removing all rocks YAR/ES 89.76 88./6"
which protrude -above the sub-grade and all voids or depressions shall To ��govip�- fLl�.s.,i
' 24 20'
be filled with a fine grade material of a quality better than the natives ✓oi•�T� VAR/ES 30.06 -28-16 23
material. 40, 7' 7' 40'
VAR/E5 AR/E5 23' 20' 4' VAR/E5 yq,2!
11. If the aspnalt concrete is to be placed on sub-grade, a soils sterilant �7' ��,� 3�� 11/ z Z 3'M/N. 0.5 M/fit/ 33 J3-35
registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly ��T EX/5T. CHANNEL I 22' 7' /5' /8=20'
applied at the manufacturer's recommended rate for the full pavement \ 5' �o� --___ (2.0:) r r (2.0; �f7. 4 ��•iss'T s/�-=,�
P P P - I_ �l ( � ✓ 'IE _ 3 S/O��sr/.et �,
width prior to paving. ?3' _3%t' I� ��' ,37� I -� ; _ ! ' _~--a-� ' .CQ��� `5 � Q
12. Estimate of quantities is provided by the Engineer only for the con-
k\
?o, G, o ,a�5 �� I I2 weReY t---'F I Q'
C�7L0 ��1.-ONE
venience of the developer, the contractor shall make his own deter- �'j Q � ✓,rJ•4/ ----� �` �4s� o �� car► �iiv "
�� I V /yli a .tl�N 0.5�i>7/A, V 2 �s7iOt-E�� 2 CONS75 A.C. OYER
urination of construction quantities before submitting a bid. Any FIlTURE IMPROVEMENT �, ZQ To �� ✓ice �v 4"EASE i�O� �7�^i
item of work required by these plans which is not specifically listed Q . �, ,. �' j " f«�`y ���✓s II y7fT. o
��� � i � - Q fl � ,, 'd, � ct��s�r.�lcri stoPE � .��.r � �,o�►-
in the estimate of quantities shall be considered as included in the --s ✓✓-s�1 P- �_ ,�- -
�_ 0NS7*R4YC7 A/EANDER/N6 ��� carr o� ✓,�,4/ * V'P __ �-
other items of work. .CQ_Or_NG_[�-To E✓-E-4 0 j�OG_ i�s4L. .4�' cs�C��To�Oi��. e�tT/�•4i'L4oc��Yic�.-T�G.`CRt7'-COti,4c�iviOr�Er�'go'i4�ff• S/Of WALK PER C17Y Of
RANCHO CUCAMONOA S7D
V
bers 401 and 40213. Street signs per City of Rancho Cucamonga Standard NumDWG N0O5 3043/0
8✓�rs ro sT.s
COMST. 4'AG 5�1WcliT ✓a�"V
shall be constructed at each intersection. ��4o�s�v
• s<�-"�- ��1 --fes cirro� �4��C TYPICAL SECTION - -- -�T �--� TYPICAL SECTION
16. City approval of plans does not relieve the developer from responsibility �i� isO�iV C've`��o .4 s`To ?% /it/
for the correction of error and omission discovered during construction. '� i 14X. OK-C'� ✓p. .3io % N.T.V N. T. S. S./oi �s4a-.
Upon request the required plan revisions shall be promptly submitted to HAVEN AVENUE SIE X VALENCIA AVENUE
the City Engineer for approval. �i40i0^EO ��ci�E
TYPICAL SECTION TYPICAL SECTION NT.S. STA. 165 + 37.75 TO STA. 167+53.90 moo a STA.6TI 16.0 RA &673.65
13. Work site and exterior streets shall be in a neat, clean, hazard free, HAVEN AVENUE ( STA. 161+-93.34 TO STA. 164+62.81 ) TI = 9.0 R = 65
orderly state, throughout construction. Site shall be cleaned upon N.T.S. SHEET INDEX
request of the inspector. HAVEN AVENUE (STA. 168+43.94 TO STA. 169+43.94)
i St�f G`�oo Y/mss'
16 Contact all Utility Companies as required. 48 hours prior to excavation. ® oET-4/< t g8' TITLE SHEET THRU,
Provided for your conveniepce are ne t~oliowing: e B �tdiL1� i4AiL1� '�!/��QCE ---------------
c�✓�s ap 3.�%�-4__e. 33' S5C STREET IMPROVEMENTS / I 6
A. San Gabriel Valley Municipal Water District --- /� ����RQti1rGY/ ' CONST SIGNAL MODIFICATION
Mr. Bob Stallings (213) 969-2718
for Base Line Road construction 6� ,'? sow fv�.� o� ___ _44 �R�W__`_ 44' ' ' �` STRIPING T 8
Q 5iv fY.4L�s ---- 32• 32'
B. General Telephone (800) 422-4132 A A40-217 A
S"
for underground service 27'__- STORM DRAINS 9 10.
C. Southern California Gas Company y�.4YysRoo� aoTTd� of ~G.� 45 -Z7
P y (714) 529-2889 ��%�`�' 6
2191 E. Birch Street (714) 529-7070 12
Brea, CA 92621 ,B�-�Y GocsE o� .SivE/I%GL�Y �-4
�•Q''�C.C. �2 3
D. Cucamonga County Water District (714) 987-2591 L?" B' Q'2� o I sc0 44/fr
9641 San Bernardino Road /�� i'�' SECTION B'B l� C250,ILI
Rancho Cucamonga, CA 91730
E. Metropolitan Water District (714) 593-7474 \ t u Ga
P.O. Box 54153 � ( " J LfOUTNfRN
Los Angeles, CA 90054 I A ; ,�'' GONST. 4 AC TRACT HOUNOARY x
p Company (714) 999-5639 A OVER 4 BASE P s E r
F. Pacific Telephone Com an
NOTES : GROOVING DETAIL TYPICAL SECTION \
SECTION A-A 1 DESCRIPTION OF REVISION DATE CITY
APPROVED
/. Ti/E 3U��<JCE Gtr T.S/Ei44iffi�EXcE�Tfo�4 N.T S.
T.�/QT�iQ'T/Div �..400�E.o, sti.4LL BE ca✓✓E�v = = • /^' •,�
17 . The final. or surface layer of asphalt concrete roadway pavement o .Q�C,s' e�or� F/�v�s�'�'/�e���eL �o T.s'� VALENCIA AVENUE T1 8.0 R 65 CITY OF RANCHO CUC�IOIA
shall not be placed until all utilities and utility laterals .Q�-�� eE�TE�' Lives STA. 16+ 17.58 TO STA. 18+ 00.82
7
within the roadway have been installed , all on-site improvements I �c.c. S,s%1LL /�ev.E .4 2� lJ-OYeo.�i�.QG�sS/YEr I ssio�`�.o<k Z -
completed, and all unacceptable parkway and roadway improvements gs;,, y o�.4TL�-45T 2� �s i �4�3,y1T 7840 PARCEL NO, 9504 CUP 86- 05
I� ,
are remove and replaced at the direction of the city engineer . �� 39' 39'-4/' � w
PEDESTRIAN RAMP DETAIL I CROWN LINE � ¢ CoasT
- ...- TITLE SHEET
ESTIMATE OF QUANTITIES TRACT eDRY L/NE .�-�-�
27' 27 /8 -20 o..�ois �sOiv
�E� c7,1.�. sTo ��e� s� �fe ESTI MATE OF QUANTITIES 6 �' S; ����= -���'' `' IMPROVEMENTS - BASELINE
' ' '2' 4' ' Yr ROAD HAVEN 81 VALENCIA AVE.
(0) W - ?8' I'l.) Al or/!' A.C. PQ VENIE/V T, 4-TN. 2 2 0 2 5 Frr co.►�sr. avofss%iL� I ' �c�-�.� -tea' i .qi M 41 f
� � �fiQ C/Tr Cly DRi prr
A.C. PAVEMENT /%?STH. OVE2LAY 8 8 40 FT t cUc'� ; %��� I y'fr cNURav £FREE
(z) w t a �-.To� � -� � I sLO�` � �a�i �.•4�- __;'-'•� APPROVED BY: DATE:
AGGA2ECr^-rE BASE, 4-TN. 49, Ceb -T 2 st'� 3ro sT.4 i W ,Qi r --
iflDNA/OLF '.DX' �G� c.Qc sTO. /�LdN.S/O /E,C. P. C.C. 5PA/10AeeL I'CZ055 GUTTE/Q 3485 r T t sT�s s� mss- �Ai�B=` yam_'_" __- �i'�`� CITY ENGINEER 22-.1
G'RC ST4. �L.4�/ .5// �lEd. I , i /
''y?'� RC.E N0. 9 7
iJ/G�vr�aLE �_/,y �yfooi�r iE.�. PC.C. 5/OE WALK /3500 i:,;rl 'I _ l -- '' DESIGN ' RECOMMENDD
-1' DENLUC%SWITZER/ASSOC., INC.
,/l/it�T/o/t/ STi4UCTl/R� '''c'�Ei� c..ec. :ro. �Gs�v .so✓ ��.s .9''CUQB e GUTTER 2680 G.F. "A"T 4"AG -��N MR Clvll Englneering WiA 1.7"/.7
✓�ivcTio�v STiQUGTUi4E �'4 EES L..4.�C.� ?-o - i 2_ iE.a. DE'C[/Q.b ONLY 400 L.F Ov6R 4"545
G-c�t�iQ�'TE COLL4iQ' /��/4 .OETd/L, ss�E�rz 2533 N. Fair Oaks Ave.
���,�'� �,000 L�� �-a E,� TYPICAL SECTION KEY MAP °RA'"" ALTADEN1 CALIFORNIA 4-101 SHEET
Q p (818) 791.1881 (213) 68M1097
�c.�- /B� pie 86 �� ST. L/Gym �,580o G�JJ 3 E i T1=70N.T.S. R _ 65 / pF
/�V.C. - l/A Oi-rJ ccvs� E�vcos�v Bo L.� A.C- f'A' VEME/Vrj 5 TN 2G�dG0 FT VALENCIA AVENUE CHECKED �15oo �,tp DRAWING NO
i!'EOsvboO Q•-Q •aQ L.� moa ,moo t'
STA. 2+89.50 TO STA 5+14.86 o �R R. E. _.�
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I _ ■ ALL EQUIPMENT h
EXISTI .IC� EXCEPT WEERE NO'T�a : (R) E
= RELlJCJ�TE I,rrIRE '»
•SEE ETAIL"A"
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#3'/2 N E VV l L7CiiTl 01v
OOP DETEGTC�RS SHALL E: RE: LAGER MAIDRETORNF-Dro
ER VIC E W t rHIIV TWO DA Y5 FROM 7-ME -rIMC OF 341A16 TAKEN o ur- 14' 4e� moo' -7-
FE
5R !CEIto
REFERENCE PLANS EPARED UNDER THE SUPERVISION OF APPROVED
ATTENTION , IC-t- DATE-: TRAFFIC MUL MENUS MM
Utilities shown on the plan are based on DESCRIPTION DATE HILBERT WILLIAM DICKSON R.C.E. No. J24
available records. It shall be the
contractors sole responsibility to verify all oE1JLULK/6wlTzerz A TRAFFIC ENGINEERINGH VIM V[MU[ S1 I M[ 0
existing utilities by contacting utility 6r• IMP1;Z0V. - 5HT6. 3 44 erman CONSULTANTS DATE /
agencies, and to exercise extreme care to
avoid damaging existing utilities during MADOLE 4 Assoo SITE PLAu 10-e4-as immel and Associates , Inc. DATE g, DESCRIPTION AP PD. DESIGNED DE:k1k'N ,.
excavation. FRANC 140 /-)1Vi; • //.�.�2
3300 IRVINE AVENUE SUITE 180 NEWPORT BEACH, CA. 92660 - - -
(CALL FOR UNDERGROUND SERVICE 1-800-422-4133 LAwRE,JCE ti-c1��EhliigFZT q-2't-64 ��''S
wt► CHECKED [0.1 E
S,ca►.IAL ALAN ('n4) 852-e616 ._ CUCAMONGA sI;EET 6 or
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