HomeMy WebLinkAbout1389 BENCH MARK :
GENERAL NOTES
1. All work shall be done in accordance with these plans, the City of BENCH MARK NO. 96-B
Rancho Cucamonga Standards and the Standard Specifications for Public .�'�� 67'''-7G� AT THE NWC OF HAVEN VE. &
Works Construction - current edition. Contractor shall be familiar 19TH ST. , 44 FT. W. HAVEN
with and shall be responsible for adherance to these Standards and f -S�� �� & 83 FT. N.)!�_6 19TH ST. , SET
Specifications. � ,� �' yam' �. �
DRIVE PIN w/C.S . TAG IN TOP
4T THE E_ END OF A HEAD WALL
2. All pipelines or substructures of any kind, telephone or power poles, .5tF., 5igN0 /`/LLEOJO1Nj - FOR 3-24 " CMP--ELEV. 1430 . 686
water meters, valves, fire hydrants, etc. shown or not shown on these j
plans within the right-of-way limits or in adjacent areas where 11 DERMA COA/CRGTE _
improvement work is to be done shall be removed, relocated or protected Q I 1 ,IUP/ �"PAVEMS
in place as required at no cost to the City of Rancho Cucamonga.
��� � �¢/� sNo ,BEoa/Ne
MAX.) o o a CONSTRUCTION NOTES & QUANTITIES o
e a . o. a
3. Any contractor performing work on this project shall familiarize him- tiI __U LI- , e '4 a : _ Offs/rE O/✓S/rE To �tL
.
self with the site and shall be solely responsible for any damage to 6"CO/l/GR,ffTe-
existing facilities resulting directly or indirectly from his opera- 3 EOGE REsT,�///7- ` / / / ,� -CONSTRUCT RIGHT TURN LANE PER DETAIL ON T///,s'9,y _ 7�085f 7, 408 5.f
tions, whether or not such facilities are shown on these plans. / sues - ^5E -CONSTRUCT MODIFIED CROSS-GUTTER PER CITY STD. DWG. NO. 308 (X = PER PLAN)
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering 6�vEL
Department prior to any encroachment or construction within City of Sub- Gj�,E �-CONSTRUCT SIDEWALK PER CITY STD. DWG. NOS. 304 & 310 . 8,4190-9 f2,97 9
f 7,4-�7 5.r
Rancho Cucamonga easement or right-of-way. TYPICAL SECTION HAVEN AVENUE a-=CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 310.
5. All grade stakes shall be set by the Contractor or Engineer. Paving -- --- - - ----------
------ -- -- - _ ------ INTEI'e.LacK pA vE,� s�cT/o//
stakes shall be set at all hinge points, edge of pavement points �-CONSTRUCT 3" A. C. OVER 4" A. B. 3,0885. . 32,gg35f 35 53/ SP
within 0.01 foot of sub-grade elevation and at not more than 50 foot N.T.S. N.T'G '
intervals. Additional paving stakes may be required by City Engineer a-- SAWCUT AND REMOVE EXISTING CURB & GUTTER. C,38 GP. (038 Z_/F
as needed at warped or vertical curve areas.
STA. 150+00.34 TO STA. 153+64.34 �-REMOVE EXIST. SIDEWALK.
6. All sewer, water, electric, gas, phone or other utility laterals, CON5Tgucpol NOTEC7
�- INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO.: 402 . 2 2 1•A
mains, or crossings shall be constructed prior to paving. _., -- -
7. Compaction tests of embankment construction, trench backfill, com- F0f2 LANgSCAPff PIPING SLEEVES INSTALL STREET NAME SIGN PER CITY STD. DWG. NOS . 401 & 402 .
264, z 4".
patting original ground and all sub-grades. shall be performed at no
cost to the City of Rancho Cucamonga. A written report with these ND E: ALL SL-EEVF 1-11ING /NST,1LLEO UA40E� �- ocyve urr GC!!C�(+ (r.,, r- m 8"Gf) ^1vo e# ^ 6Urx/ r GIr
compaction tests shall be submitted to the City Engineer for approval /1.G. 10AVE"NJEA1 CUR/�S 5/l7E\�/�1LK5 O C STO"OWG. /`/o • 303•
T> > > T 67L.f. 57 L.f
prior to the placement of base materials and/or surfacing. 5Hf1LL L,E INSTALLLD /N f1CGOtzl7A/VCE
kV/TH THE REQU/K'EMENTS OHOV" ON THE /l c°/`r&Ttz'acT ul� l'� 5/ rnlr .K ,o/�nl/v lei l'� �l1 Y 51b• pW6. No. 507, 3�A 3 E/1.
8. At the completion of paving, a materials report shall be submitted to L_1W05C1ArE 4VCCH1T6CT 5 )K1ANS• @�_ GONS /ZUC CURP> ,C eujrEK �6"C.F 2g"GUTTER /'ER C/T STo. NO. 303. / B2G L f 6826 C.,f
the City Engineer. Lising all tests or determinations completed to `S�y' , T T ) r
0 20 60 69 t 23 „
verify_ stability oil content and Gradation of asphalt Paving f�-- /N5TALL 3 O/A. (w/KE TyrE /u� CONSTMUCr CZI?" CU7Tel "C/- /8"GU7"TE1'C)PER 017 9T,0- /VO. 303. 3/ L.f. 3/ L.F.
60 ' /iNC) GL.A55 �'E� G/i'J,05Cs� f{/2�-1-1. f'LitN. / .�
9. Prior to installa[ic�t of any paving . a materials report shall be :r,�ZEET /¢ CONSTRUCT Oell 3 ONLY 6 C.f) -e, - G/Tr 57-a. NO. 30/. /� Lf /99 GF 298 G.F
submittea to the City Engineer. Listing all tests or determinations (� ' !.. S PUCiL/G �'
completed to verify: and sand equivalent of N / g9 // uT L/rr �-- INSTitLL 2 n/f1. Mil/A/L/NE SLEEVE f/P'E TY/"E
sieve analysis a 1 y s i s q �Gf'I NL7 � GGi15 5 f'E/Z /'E �,��• f G�/• /5 C4/t/SrM uGT GUR�3 jreflA/.s/T/qV 6" c.f 7.0 0 C.,� 56 G�f .SG L.F.
aggregate base. � _
% ESM . " /6 CO/US Rc!c /1D C.C. ,OR/VE �'PRUgCN PE,e sT.o• 3os. V-/a ' • x=3' s '��ioE. 26 E/i.
10. Paving shall be performed in accordance with R Value and Pavement tests �J T a-- lN5r�1L(. 3 D/ii. �M-9lNL/NE SLEEVED/PE TYf� r T ; 26 Eft.
cL S / L�uaS ARCH r-ZAA/. /7 0'0A/ -'UCT /NXRLOG 01416 MV4"?5 100A H41'�EON
taken to determine structural sections (prior to final plan approval) 1
`\ i q /NST,ILL 4"0151. CAA 1//VL/NE CONSTRUCT /ILHA.m,S5 i" A -474 1eEC7AA1GUG,4we c19T 11'ecvV 17711C UrvvE/fP- s/oEW,gl�c
11. When improvements are to be placed on native soil which consists of a ,( CU155 pEf J_AIVO C P6f �eCN• PLfiN• /A-ce- THS*- 11y CU1" ,0/r.9/A/• �,�"x/2�'> /p CA. /O
rocky material, the sub-grade shall be prepared by removing all rocks l_/5�_� �j s- � ,,
which protrude above the sub-grade and all voids or depressions shall --ii 11-- _ �2�j - �, L✓-� INSTALL 5 L7/A• �/WT/NL/NE SLEEI/E) P/fes TYPE /9 C,ONSTRUCr fiLHAM6Rfi fi -QUO �GY/NO TO /eeCr�1N�UGAie /"/f'E .gC1�To�•�G'-3'X/7Xe' SQA. 6 eA.
-71
be filled with a fine grade material of a quality better than the natio^ -� L� - - _ _��� o �` 7 GCA55 PEie L/1N,/,ZI/'E fiKCH• Pc�tN. ,r ,,
material.
C0A ST/�UCT G u//OE V CUTTE/t ^511- ,DETfI/L OA/ No. 1 . /78 G•f 176 G,lAr
12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 3 2/ /,(/.STALL 5800 LL/MEN )'SU sY SCE, PA10 f CO0)W01NA7ZV ,aY 6 EA 6 .
registered by the E.P.A. for use under A.C. and P .C.C. shall be uniformly I'M/N. /'M/N. GLF06 leP*< 5800 LUAI
applied at the manufacturer's recommended rate for the full pavement /. 1A/57i1LL ST L/6HT 1900 LUMCN /'/PSC/ Sy SCEP eA10 � C00)V_01A/r1TED A)e DE✓F:.DPEfe. 3 Esa.
: 2 IN• Soo 4-el4l.
width prior to paving. ^ ' ?3 INSTALL ST LIGHT llro000 LUMEA/ RlcvGU Sy',SC85,10 o CooAWtNAT60 oy 0EVEL01e1.E12. 3 eP
M.96/veTic� MAGN-rte /0000 LUM• ?✓ CA-
13. Estimate of quantities is provided by the Engineer only for the con- TYPICAL SECTION BASE LINE ROAD Ti1pE� T�"r 2Q 1Ak5Ti1LL 5Ti�ET T/v-EE PE�z 609 H ,-. .9. /7 EA l7 EA,
_ _ _
venience of the developer, the contractor shall make his own deter- QTS --- - - coNsTi`zucT/ov it/OTes Foie STREEJ Ti�eEEs.
Z
SLEEVE P/PE
mination of construction quantities before submitting a bid. Any / 2 4 5 1. All street trees are to be placed in accordance with City
item of work required by these plans which is not specifically listed Standard 601.
in the estimate ofuantities shall be considered as included in the STA. 1+28.25 TO STA. 5+39.47 SEE PLgN
q 2. All street trees shall be staked and planted according to City
other items of work. Standard 605A.
SLEEVE P/l�'E �DETf►lL. N
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 ,tlo� To ( E 3. Soil fertilizing and condi tiortinq shall be in accordance with
Section 212-1.2 of the Standard Specifications for Public Works v
shall be constructed at each intersection. Construction. Type I organic soil amendments shall be used with the
ratio of 1 part organic amendments to 3 parts native soil. All
andr_tments are to be thoroughly mixed prior to backfilling.
15. City approval of plans does not relieve the developer from responsibility
for. the Correction of error and omission discovered during construction. 4. Fertilization of all street trees shall be per the recommendations of
Upon request the required plan revisions shall be promptly submitted to an agronomic soils report furnished to the City Inspector. W
the. City Engineer for approval. E me 0"C Al S. No street tree shall be planted where the center of the trunk is h r y
closer than three feet (V) to the face of curb, unless otherwise
16. Work site and exterior streets shall be in a neat, clean, hazard free, /y 2�
orderly state, throughout construction. Site shall be cleaned upon s• 23.5 ' 5' 6. All street trees are subject to inspection and acceptance by the City
/8.5' Engi neer. .yo
request of the inspector. F,ei✓Ar Pei✓arE
IIWAY ESMT. WAY ESN .
17 Native soil to be scarified or ripped between median curbs prior I o.s STiPE'ET T.eEE LE�Ei(/p ST,eEET TeEEs PE.e STD Oft/(. NOS �05A6r3
0.5 /a G7' /O.G7" /�G 7 �1 5 MULr/ 5YM�90L LOCATle,-A .QO7A- AllC �t/.4ME CO•NMO,t/ NAME QUf1NT/T/ES SpAC//� SIZE •
to fill placement . -
oN 5/ E f/1M/LY -f �3ASEL/n/E St VE. .NAG.c/OL/Q Gi d:FLO.Pq
S/N62-E 3� SA0,6 SVA 4 X To ��O/eE 6/e4v�U0� SSM U�L 506,1 ,15Q I 50[/T/✓E.PNA4AaA,01Z/.4 2 30 O.G. /5 6A1 L.
18 Contact underground services alert as required, two working days °a
j'RM/Ly' Cr a/2 I 0 f TA?�tTo .v/
prior to excavation. Phone # 1-800-422-4133 . Provided for your ✓ � : 0/2 _ _ M/eeeo oc" /cErA�a'�NT . Tipi�/�
convenience are the following. 1 - - _ ' a /Nis (6,�e�y) w� ,LfiSEL/NE iiVE. P/,VUS e4A1AR/EN5/S e-4A14,PY/SLA.vO PIAIW
,t , MED/ M rsroovl sH �G�i9GK6/�OUNSO� 2 F OL 56�tL.
A. San Gabriel Valley Municipal Water District I /Z X HAVEN ALle. 0,CAeWYC///TOi(/R9idOt/Gl/EU5
8 20 'o.c. /5�1L. Ear
Mr. Bob Stallings (213) 969-2718 /2 (�1GK6'/C'OU/VD� CLUSTE/�
for Base Line road construction • HAVEN AVE• MAGA/0L_1A G/ief ,01, LOIPA �
B. General Telephone (800) 422-4132
TYPICAL SECTION (/=oX_66/eOUAb) „MA_7eST/c ,B�,uTy'� +L.
INDEX MAP
for underground service
GREENHAVEN AVENUE KEY MAP
C. Southern California Gas Company (714) 798-7739
1981 W. Lugonia Avenue & GREENACRE DRIVE
Redlands , Ca 92373 0 - // 2 oc>Eo ENS e sioFHi,¢ o�>.¢�c s .aT
(PRIVATE STREETS) L� EENAceE �' G�EE�NA✓Eti/ 7-27- 90
D. Cucamonga County Water District (714) 987-2591 7 5.
- -
t/ -- -
'-O" 3'-O'"
9641 San Bernardino Road T.I. = 5.0 R= 70 PAVING 3N
A -
Rancho Cucamonga , Ca 91730 ^ PSV/AlG 2 / 6.C.
THIS PLstN MiG1_ D/sTuXA EX/S . LAWSCelr6 ' /1e^1G"1T10A1 fo/e THeme -4777,
E. Metropolitan Water District (714) 593-7474 G/Tr M/1/NTTfI/HED /�/i/pl�wsly /Ir 3ouTHN�ST caj /E� O/- Fi�oJEe] . - _ a. .` ° ° -- DESCRIPTION of REVISION
?���j' GE✓EL LiN6 �. .
P .O. Box 54153 /�/C/O/r2 rO NE�� COAAS MUC /ON A Jo/N 1A1,S1 6C- /o/V OOCUMEMT51 /0/V � I � , k� OATE PPROVE
Los Angeles , Ca 90054 OP 6XIS /A/6 liMeF, 19 CONo/T/0A4S SHALL OCCU/Z �v/ H 60 H T/yE NE,v � °0 �p) P4 8� �� ONLY T T T C,C � �� �C/
G CITY of RANCHO CUCAMONGA
/VT'Kfl � /�/V,D Ty //1/(5f'EC / ./1T TH/5 /°rJ/NT, THE /VE�v �TRu!c T/ON �
F. Pacific Telephone Company (714) 999-5639 COlO/ TO2
-0/p . 3 � M/ / 61ACHD e GCOt/C BETE ,OW6.1`b 30/ � SH
coNT / C Sfr9L SE � �OTHC w.�✓-M
BASE 6 X x/o Ga
G. Southern California Edison Company (714) 983-1746 U77/L/7/65 C- BOTH THE NE,u IA/0 EX/STIIVG V17H fi IMPROVEMENTS FOR TR. NO. 13662
. rr�eq
S/ 6
422 North Second Avenue /A/ypEcj/oN o/ ,BOTH A/ZE/1s p�e/or� 7-o c/Trs �iccE�7^- 1VCe oP TyE � 6 WIDE "V" GUTTER DETAIL RIGHT TURN LANE DETAIL ��q� HAVEN AVENUE WIDENING
'
Upland ,
_ _
p ca 917 86 Nt:w �' 2O -- --- ---- �(/TS ���- ^ Evrv�. .vv 308B64.34)
(FRO19 The final or surface la er of as haltic concrete roadwa ) �� m BAS£ LIN# ROAD WIDEN[Nb
y p y pavement
shall not be placed until all utilities & utility laterals within (FROM STA. 1 28.25 TO STA. 5 96-80)
the roadway have been installed, all on-site improvements including * GREENfiAVEN AVE. & GREENACRE DRIVE
all grading have been completed, and all unacceptable parkway and C/v�� �� +
�/4 Re,a PRIVh E STREETS)
roadway improvements are removed and replaced to the satisfaction ofA�t
APPROVED 8Y
the city engineer . PRIVATE ENGINEER' S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR ff ATE >�
--- - -- - -- -- - ----- NOTICE '`
GTY ENGINEER �= • 1� / RCE No,Z2`3�
20 On the interior streets where sidewalk is adjacent to the curb, the THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHALL VERIFY ALL
installation of street lights , street signs and fire hydrants shall STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- CONDITIONS AND DIMENSIONS DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED
be located behind the sidewalk . AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AND SHALL REPORT ALL DIS- ���� Of SAN BERNARDINO COUNTYR-
NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CREPANCIES TO THE ENGINEER CONSULTING CIVIL ENGINEERING
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE PRIOR TO THE COMMENCEMENT DRAWN AND LAND PLANNING SHEET
PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OF WORK. 545N. MountalnAye.,Sults 105
UPLAND CALIFORNIA 91766 /
OF
NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PNON9(714) q -2g4�i
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CKECKED RCE_ No NO.
/2G-7y,
OF THE OWNER OR THE ENGINEER. �• H• ATE 3 FILE NOAL' ,�
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. rQf LAND�E PIPING SLEEVES CONSTRUCTION NOTES:
G�� NHAV61V ,I VE" NOTA= ALL SLEEVE /'/pING /IVSjfILLEO UNDE,q- O- CONSTRUCT SIDEWALK PER CITY STD. DWG. NOS. 304 & 310.
�L' CUK�S 5/DE\VAI-K5 C C. CONSTRIICT HANDICAP RAMP PER CITY STD. DWG. N0. 310.
(I" I VAT& s /REE 5 CONSTRUCT 3 A.C. OVER 4 A.B.
9 CONST• , f1.C• Pfi VE/v1ENT, > > r
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lu I I111c /T ��^/ASH �6/"y� SEE SyE,ff T 5 Of 7 Lii/l/dSGf�/'E f{�CH/rEG,S PL�iI�IS. /3 CONSTRUCT CURB AND GUTTER ( 6 " C.F. 18" GUTTER) PER CITY STD. NO. 303.
y Z- '1✓� MEb/UM /SR 'H f/N/sH. �� /� CONSTRUCT CURB ONLY
J�- INSTALL 3 01A. (�✓/� 5[zDvE�e/P� TyPE /y CONSTRUCT CURB TRANSITION 6 " C.F. TO 0" C.F.
``� I �� y' �//OC P.U.E. - A,VO C-Z ASs PE,e Lail'✓n�,� A�-t1. )"-t c- /6 CONSTRUCT P.C.C. DRIVE APPROACH PER STD. 305 . W=16 ' ; %=3' ; 5' WIDE.
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