HomeMy WebLinkAboutTR 2355 Improvement Plans ;fol n S 04
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NOTE:S -------- —NOTICE TO C ACTOR ------ PLAN LEGBO SAN
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RAN-CHO CUCAMONGA STANDARD PLANS THE EXISTENCE' AND LOCATION OF ANY UNDERGROUND U77UTY PIPES OR STRUCTURES SHOWN, ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST T.C� TOP OF CURB VILLAS
AN: TH: STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTO —CURRENT EDITION, INCLUDING ITS OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLAN& THESE PLAW ARE NOT INTENDED TO SHOW LOCA17ONS OF ELECTRICAL LIKES,
D E C.F. CURB FACE
ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE LANDSCAPE IRRIGATION LINES, ETC. THE CONMCTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS.
A.C� ASIPHA�T CONCREn
D
FOR ADHERENCE TO THESE STANDARI S AND SPECIFICATIONS.
THE EXISTING UNDERGROUND UTILITIES AMD SUBSTRUCTURES IDENTIFIED ON THESE PLANS' WEK TAKEN FROM AVAILAKE RECORDS AND SHOWN' ACCORDINGLY. IN ACCORDANCE WITH F�:L FLOWLINE
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LIP LIP OF GUTTER
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART I SECTION 5. THE CONTRACTOR IS RESPONSIKE FOR CONTACTING UND SERVICE ALERT (OR 1_QC_ -CT 18870
TRIA
HYDRANTS, ETC� SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY U�MITS OR IN ADJACENT CALIRW ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIIESq WHEW SHOWN ON THESE PLAW OR NOT, AND SHALL DETERIMINE THEIR LOCATIONS & DEPTHS, INCLUDING T.;G. TOP OF GRATE
AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED SERWCE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING -WORK ON THE PROJECT. IF CONFLICTWG UTILITIES ARE NOT BROUGHT TO THE INIV. INVERT OF MIZE
IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
ENGINFER"S ATTENTION PRIOR TO TW START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL, NOT BE RE E FOR "ANY CHANGES, REVISIONS OR MODIFICATIONS. T.W� TOP OF WALL
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL T.F. TOP OF FOORNG
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS' SHALL CONDUCT THEIR OPERAT!ONS SO THAT ALL E14PLOYEES ARE PROVIDED 1IN
KMS.
MAGE TO
LY P RILE FOR ANY DA AC L E Ly
BE SOLE RES ONSI1 EXISTING F I� ITI� S RESULTING DIRECT: OR INDIRECTLY FROM N.,P. NIGM POMT
A SAFE PLACE TO 'WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACIORS SHALL COMPLY WITH THE WCUPATIONAL SAFETY AND HEALTH REGULATION
HI'S OPERATIONS WKETHIER OR NOT SUCH FACILITIES ARE SHOWN ON THES E PLANS.
"CONMCTION SA
'CE
RFA
F#NISH SU
_FETy OWERS" F.S.
,�,Wg
OF 1W DEPARTMENT OF U.S. LABOR, AND WffH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS
g
RVIL F.G. FINISH GRADE
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4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SE CES DEPARTMENT PRIOR
UA
TO ANY ENCROAC: � EN TION WITHI ANY CITY OF RANCHO CLUC
HW T OR CIONSTRUC IN AMONGA EASEMEN T OR RIGHT OF WAY. THE CIVIL ENGINEER SHALL, NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SLWONT94CTM COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY GR. BRK. GRADE MEW
OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS
REGULATIONS" F.F. FINISH' FLOOR
..........
NE
5. ALL GRADE STAKES 'SHALL BE SET BY THE CONTRACTOR OR ENGI, �ER. PAVING STAKES SHALL BE SET AT ALL
C.L. CENTRUNE
HINGE POINTS, :EDGE OF PAVEMENT POINTS WITHIN 0,01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE CONTRACTOR FURMP AGRM THAT HE SHALL ASSM SOLE AND COW K- 1 T RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
T INTERVALS, ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY 'ENGINEER AS , NEEDED AT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS- AND THAT THE R/W RMT�OF-WAY
THAN 5:10.00 FOO AAWW-
PT. P01IN'T
WARPED OR VERTICAL CURVE AREAS. CONTRACTOR SHALL DEFEND, INDEMNFI� AND HOLD THE OWNER AND THE ENGINEER HARkM FROM ANY AND ALL ,LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEM EXISTING TREE TO BE REMOVED
ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAI N,S, OR CROSSINGS SHALL BE
CONSTRUCTED PRIOR TO PAVINI&
PROPOSED MOED SLOPE
INAL GROUND AND ALL
7- 1
COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIG
PROPOSED ASPHALT CONCRETE PAYING
SUB—GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH
LLLJ
q,pal
P
E
CO,ML� &V DOC
E G,N
THESE ACTION TESTS SHALL BE SUBM TTED TO TH CITY EN I iEER FOR APPROVAL PRIOR TO TH PLACEMENT
OF BASE MATERIALS AND/0:R SURFACING.
FIRE HYDRANT
PROJECT :: SHEET
P R
8. AT THE COMPLETION OF PAVING, A MATERIALS REI 0: T SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL SHT4 DESCRIPTION
i E S14EET FLOW DRAINAGE
TESTS OR D TERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVILNG.
I PROJECT TITLE SHEET
EARTH !SWALE AND DIRECTION OF FLOW
EER
R:IOR TO INSTALLATION OF ANY PAVING, A MATER11ALS REPORT SHALL BE SUBMITTED TO
9 p! THE CITY ENGII'lit 2 CONSTRUCTION NOTE,S DETAILS 3.80x_ GRAM VATH DIRECTION OF FLOW
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R—VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT
.....................
OF AGGREGATE BASI: 3 TYPICAL SECTIONS DETAtLS
,E.
V) EXISTING GRADE CONTOU,R UK,
4 PLAN & PROFILE ARROW ROUTE (400' E/O ETIWANOA AVE- to STA. 12+00)
10� PAVI: G SHALL BE PERFORMED IN ACCORDANCE WITH: R—VALUE AND PAVEMENT T STS TAKEN TO, DETERMINE
STRUCTURAL SECTIONS. 5 PLAN & PROFILE ARROW ROUTE (STA. 12+00 to STA. 21+00)
332--w` PROPMED GRADE CONTOUR UNE
6 PLAN & PROFILE ARROW ROUTE (STA. 21+100 to STA. 26+52.29)
E B�
WH: N IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY !MATERIAL, THE SU
LA -All
U 0 CHAIN-UW NCE
EXISTING FE
GRADE SHALL BE PREPARED BY REMOVING ALL :ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE AND ALL VOIDS 7 F N & PROFILE PECAN AVEK t (ARROW ROUTE to STA. 9+
ETE BLOC
PROPOSED CONCRE K CAM N WAU
S PLAN
E �RIAL OF A QUALITY BETTER THAN: THE NATIVE MATERIAL. & PROFILE PECAN AVENUE (STA. 9+00 to STA. 12+70.33)
0
OR DEPRESS[ NS SHALL BE FILLED WITH A FIN: GRADE MATE:
iE
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. 9 PLAN & CLAREMOR PLACE
F ErNCE/
E DECORATI, WALL PER
PROPOSED i
D m i
FOR USE UNI ER A.C. AND P.C.C. SHALL BE UNIFORMLY APPL[ED AT THE MANUFACTURERPS RECO MENDED RATE 10 PLAN & PROFILE RIVERTON PLACE LANDSCAK ARCNITECrS PUNS
R R:
FO: FULL PAVEMENT WIDTH P: IOR TO PAVING. VICINITY -,, MAP
11 PLAN & PROFILE BULLHEAD COURT R.D. ROOF DRAIN
VIL,� z IT.S.
E E
R D
I P 0 D N.
NL E N
N : �
13. ESTIMATE OF QUA: TTIES IS BY THE ENGINEER AR 0 FOR TH CON NIE CE OF THE CONTRACTOR, COUL C:E= TRAMC SIGN
CL 12 PLAN PROFILE GALLUP COURT & KIMGMAN RT
m : MITTING A
MI U i
THE ONTRACTOR S HALL MAKE HIS OWN DETER' �NATION OF CONSTR CTION QUANTITIES BEFOK,"t SUM
:mz: EXISTING RETAINING WALL
P N & PROFILE BAXTER SPRINGS DR;VE (STA. 10+00 to STA. 11+00)
BID. ANY ITEM 01F REQUIRED BY THI SIE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE E STIMAM OF 13
i ..............
_E PROPOSED STORM 'DRAIN
QUANTITIES SHALL BE CONSIDERED AS INCLUIDIED IN THE OTHER ITEMS OF WORK.
14 PLAN & PROFILE BAXTER SPRINGS DRIVE (STA,, 17+00 to G STR 'ET)
14� STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 A AND 401 B SHALL BE CONSTRUCTED 15 PLAN & PROFILE CHATHAM DRIVE (E STREET to STA. 17+00) PROPOSED GRATED CATCH BASIN
AT EACH INTERSE TION z
A
16 CHATHAM DR E (STA. 17+00 to STA. 250"! E
(A PLAN & PROFILE IV C STREEI
15. CITY APPROVAL OF :PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RES P-ONSIBILITY FOR THE CORRECTION
N N R P U C 17 P R FtL
PLAN & 01 ' E FLAGSTAFF :DRIVE (A STREET to STA. 17+00)
OF ERRORS AND 0: ISSIONS DISCOVERED DuRI: G CO ST UCTIG U� ON R QUEST THE REQ IRED PLAN REVISIONS
i FILE LA,
IS PLAN PRO F GSTAFF DRtVE (STA. 17+00 to 250'± E/O C STREET)
RO :P N R U__
SHALL BE P: M1 TLY SUBMITTED TO THE CITY EN EER FOR APP 'OVAL,
r-r 19 PLAN & PROFILE JOLIET DRIVE (A STR T to STA. 1,7+00)
EE
16. WORK SITE AND EXTERIOR STRIELIS SHALL BE KEPT IN A NEAT, :CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT
CO: CL
P, j U,
STRIU!CTION. SITE SHALL BE CLEANED :UPON REQUEST OF THE IT Y 'INSPECTOR.
N
9jWV MONLbeff
20 PtAN & ROFILE — 0 ET DRIVE (STA. 17+00 to 25O`± E/O C STREET)
ONTM
i
17. CONTRACTOR SHALL NOTIFY :UNDERGROUND SERVICE ALERT AT 1-800�422-4133 TWO (2) WORKIZNG DAYS PRIOR W 21 CROSS- SECTIONS ARROW ROU:TE (STA. 4+00 to 12+50)
TO THE START �F CONSTRUCTION. I HEREBY CERTIrY THAT I HAVE IDENMED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS
22 CROSS SECTIONS — ARROW ROUTE (STA. 13+00 to 119+50)
PROJECT, ALL SAID WONU WHICH CEMMTLY EXIST IN THE FIELD ARE SHOWN ON TNESE PLANS AND ARE DESCRIBEDL AS
01
C: LAYER :OF ASPHALT CONCI E ROADWAY PAVEM! NT SHALL NOT BE PLACED UL TIL. ALL 23 CROSS SECTIONS ARROW ROUTE (STA. 20+00 to 27+00) FOLLOWS-
18, T�H E F11: AL S;UR FA E RIET
Z3 L NSTA
UTILITIES AND UTILI LATERA S WITHIN THE ROADWAY HAVE BEEN f LLED AND ALL UNACCEPTABLE PARKWAY
IMPL
i E 24 TRAFFIC SiGNAL PLAN ARROW ROUTE PECAN AVENUE
Cl- AND ROADWAY ROVEMENTS ARE REMOVED AND REPLACED TO TH: SATISFACTION OF; THE CITY ENG;!INEER.
25 SIGNING STRIPtNG PLAN ARROW ROUTE
ALL B' P OTECTED OR SHALL ROUTEL
N
UMENTS EXIST, S U: H ON; H �E R
19� WHERE SURVEY MON'! C M IUME1 TS S: BE REFERENCED AND
FD. I IP: NO TAG PER P.M 1497t P.M.B. 1813 AT INTERSECTION OF ARROW AND PECAN AVENUE
�0)
RESET P:UIRS�UIAN:T TO SECTIONS 8700 TO 8805 LAND SURVEYOR'S ACT). 26' STORM DRAIN ILtNE "A" (ETIWANDA CREEK CHANWEL to STA. 13+0,
27 1 STORM DRAIN: "A" STA. 13 �00 to STA. 22+00)
UNE
UR FO. LARGE PK NAIL (NO REF.) ON LINE, AND SNAU MAO NAIL 0.07-1 NORTH (NO, REF.) AT INTERSECTION
20. CONTACT ALL UTILITY COMPANIES AS REQUIRED 418 HO S PRIOR, TO, EXCAVATION.
Ql�
ARROW ROUTE AND HICKORY AVENUE
�R �N: "A"' (STA. 22+00 to STA. 31 +00)
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: z
28 STO M DRAI ;LINE
P
A. SAN GABRIEL VALLEY MUNICI: AL WATER DISTRICT . .. .. . -(811 8) 969-7911 29 STORM DRAIN' UNE "A"' (STA. 31+00 to STA. 318+08.18)
-0
CONTACT MR. BOB STALLINGS FOR BASE LINE ROA CONSTRUCT11 �N
ES
0 S'04�
z
30 STORM DRAIN UNE "B" (STA. 10+00 to STA. 18+50)
E
!B. V R`ZON. . . . . . . . . . . . . . . . . _(8,00) 483-3000
1400 E. PHILLIPS BOULEVARD 31 s,rO,,RM DRAIN UNE "B" (STA. 18+50 to STA. 25+50)
POMONA, CA 91766
X_ 32 STORM DRAIN UNE "B" (STA. 25+5-0 to STA. 35+05.56)
C. SOUTHERN: CALIFORNIA GAS ;COMPANY . .. . . . . . . .. . . .. . .. . . . . ,:(800) 427-2200 7V
0 R.CZ 29224
33 STORM DRAIN LATERAL PROFILES
PO. BOX 3003
REDLANDS, CA 9�23,73 STORM LATERAL PRI
34 DRAIN OF LES Civil.
LLEY WATER DISTRICT . . . 7LL OF ;CA.
G . . . . . . . . . . . . . . 987�2591
D. CUCAMON; A VA
_35 STORM DRAIN LATERALL PROFILES & ARROW BOX AT ETIWANIIDA CHAN EILP SHEETS 35a & 35b.
Date
10440 ASHFORD STREET ENGR. DEPT. (90 1) 4-83-7440 COMMU_NITY
RANCHO :CUCAMONGA. CA 91730 3,6� PLAN PROFILE TRAIL (ARROW ROUTE to STA. 8+50)
COMMUL
ip
37 PLAN & PROFILE NITY TRAIL (STA. 8+50 to STA. 1�8+60):
E. METRO: OLLITAN WATER DISTRICT (MWD) . . .. . . . . .(90-91) 5:93�7474 :2
17j
700 N. MORENO AVEN! E '0 to FOOTHILL BOULEVA D)
3,8 P N & PROFILE COMMU-NITY TRAIL (STA. 18+0 R
LA VERNE, CA 91:7510
0.1=1111"I'm
Cl F SPRI: T TRANISM SSION DEPARTMENT , . . .. . . ... . . . . . .. . . . . . . -873-8022
2812 S. SYCAMORE AVENUE
RIALTO, CALIFORNIA 9,2376
ON. . . . . . . . . . . . . .
CLOI P
!G. CHARTER COMMUNICATION'S R1 ORAT11 . . . (888) 4382427
4240 N. HALLMARK PARKWAY
OV846AD UTUW 010m
SAN BERNARDINO, CA '92407
ISET 7r
-EeT TREE5 S 15 1��
H SOUTHERN CALIFORNIA EDISON COMPANY . . . . . . . . . . . . . . . . . (909) ��'9`87-6585 THE EXISITING OVERHEAD UTILffIES (TELEC M' 'N AND ELECTIAL EXCEPT FOR THE 66kV ELECTRICAL) ON THE PROJECT SIDE OF ARROW ROUTE SHALL BE UNDERGROUNDED
7
64i 9 A
7951 REDWOOD AVENUE (909) 880�0222 ALONG THE ENTIRE PMUT EXTENDIM 'TO THE FIRST POLE OFFSITE (EAST AND WEST) PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCURS FIRIST.
FONTANA, CA 92313:6 ALL SERVICES CROSM ARROW ROUTE SHALL BE UNDER-6-M- NDED, AT THE SAME TIME. REMO SHEEn 4, 11, 15, 26-28, 33-35 AND AM- SHEETS .3,%
AW 3ft .5
DESIL
f411L�_ -,o OF�
N REVISM DATE va
epm
0 C�
OF RANC!i CA
Plan & Profile
Tract 188,70- 1
UNDERGROUND SERVICE ALERT.
PR DRC 2012- 01M ROW 2014 - 00089
,b O:JECT BENCMARKL
lC
rsicki—I SY:
NO. 10046: Don &wm AmocWft
CITY OF
CALU-` &L FREE RANCHO CU AMONGA BE' TITLE, SHE
!�)Cm rqatrra & Assoc.
F__ R
1-8,00�227�2600 DESCRIPTION: cl� 2 R' AS's DISK IN SOUTHERN DIM _r:16
dgo
17 7�7
NIA N: NC. TOWER BASE STAMPED "CITY
CALIFORI EDISJOY CG �_o<v V, < No* -3
Ciff
CUC LQ
OL
0 lag
OF RANC AMONGA
'HO 8M 10046 19:87" 4 EASTERLY
GA
TWO WORKING DAYS BEFORE YOU DIG, SIDE OF EAST AVENUE 0"L25 MILES NORTH FOOTHILL
IT
MO A`
D
"CAUTION": Remember th BOULEVARD AT ST WESTERLY TOWER BASE OF MIRA
at the USA Center Da 6�t4er
o 292' 2z RROZ 2 24 1
nc t'f' I those utilities belongirig to
h u
& Associnfes
LOMA TOWER No. 223.
t: e center. There could be other : tilities
-14W
iwf
present at the work site. The center will
DIGA
Al
38 :
inform you of who(m) they will notify. ELEVATION.- 1213.685 C tv IN, C ry R_ OF-
%S1
TRADEMAW STREEr
10271
-HE No.
FF CA C cim
RWC�-Q CUCAMOMA G&FMIA W 7W
CITY MW 287-M FM(611M)94145M 23155
5f ee_ f 5 C0000 L 701 f4 7,0
PROjECT SHEET No. OF 3S ,