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EIK RAL NOTES I ;NP R
1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,
THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE FOOTHILL BOULEVARD
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CURRENT EDITION, INCLUOING ITS ANNUAL SUPPLEMENTS AND
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AMEND: ENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL
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BE RESPONSIBLE FOR ADHERENCEE TO THESE STANDARDS AND
SPECIFICATIONS.
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2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR z
POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., UWD NOTES SHEETINDEX
SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THI E
THE PROCEDURES AND THE SPECIFICATIONS OF ALL CONSTRUCTION 15 w
RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE SHT ESCRIIPTION
I NO. D
EQUIPMENT TO BE USED FOR THE REMOVAL, PLACEMENT, AND COMPACTION
IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, OF SOIL AND PAVEMENT OVER AND ADJACENT TO THE MWD PIPELINE MUST T11 TLE SHEET
REPLACED, RELOCATED OR PROTECTED IN PLACE, AS REQUIRED, AT 21
BE SUBMITTED FOR 'MWD REVIEW AND WRITTEN APPROVAL AT LEAST 30 DAYS
NO COST TO THE CITY OF RANCHO CUCAMONGA. UNBALANCED LOADS ARE NOT IMPOSED ON THE MWD PIPELINE. PLEASE NOTE
PRIOR TO THEIR USE. THE PROCEDURES MUST BE SUCH THAT EXCESSIVE �N ARROW F5,OGTE
CONSTRUCTION ;OTES 2 ARROW ROUTE IMPROVEMENT PLAN
3. ANY CONTRACTOR PERFORMING WORK 0 THI'cz PROJECT SHALL THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE
N I - I
THAT MWD CANNOT ALLOW ANY PROCEDURES THAT COULD SUBJECT THE MWD 31-4 YELLOWWOOD PLACE IMPROVEMENT PLAN
FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY PIPE TO EXCESSIVE IMPACTS OR VIBRATORY LOADS. NO VIBRATORY THEIR OWN QUANTITIES AND' BID A COMPLETE JOB.
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING EQUIPMENT IN VIBRATORY MODE MUST BE USED WITHIN 25 FEET OF THE NOTE: 5 DETAIL & REMOVAL PLAN
CONTRACTOR TO ADJUST ALL COVE GRADE VIC
DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT CENTERLINIE OF THE MWD PIPELINE. A. VA: RS AND MANHOLE RIMS TO INITY M�AP
SUCH FACILITIES ARE SHOWN ON THE PLANS. AFTER FINAL PAVING HAS B�EEN INSTALLED. 6 STORM DRAIN PLAN NOT TO SCALE
-4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO 2. VEHICLES THAT IMPOSE A LOAD NO GREATER THAN THAT 'IMPOSED BY A : IN CONSTRUCT CONCRETE CURB AND CUTTER TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. 104 ........ 3,1195 LF 7 SIGNING AND STRIPING PLAN
AASHTO H-20 VEHICLE MAY BE USED WHEN THE COVER IS BETWEEN 4 AND
CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY
'D. PLAN 106-A ...... ...... 8 STREET LIGHT PLAN
9 FEET. WHEN THE COVER IS LESS THAN 4 FEET, THE FOLLOWING LOADING U3 CONSTRUCT CONCRETE CROSS CUTTER PER CITY or RANCHO CUCAMONGA S7 004 SF
ENCROACHMENT OR CONSTRUCTION' WITHIN ANY CITY OF RANCHO
U _77
RESTRICTIONS WILL APPLY D: RING CONSTRUCTION:
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UCA: ONGA EASEMENT OR RIGHT-OF-WAY. U4 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAA40NG STD. PLAN 131 -A... .40 LF 9 STREET CROSS SECTIONS
• IF THE COVER ABOVE TH RCB IS BETWEEN 3 AND 4 FEET, EQUIPMENT
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5. ALL GRADE STAKES SHALL BE SET BY THE CONT ACTOR OR CONSTRUCT CONCRETE- SIDEWALK PER'CITY OF RANCHO CUGAMONGA S7D. PLAN 103. ....... .......... 14,721 SF
MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER
ENGINEER, PAVING STAKES SHALL BE SET AT ALL HINGE POINTS,
THAN THAT OF AN AASHTO H-110 LOADING, U6 CONSTRUCT ACCESS RAMP PER DETAILS ON SHEET 2 ...... ............ ......... ......... .............. _2 EA J
EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE
LEGEND
ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. CONSTRUCT 6- AC PAVEMENT WITH 0.12' ARHM TOP COURSE OVER 6" AB (SEE GENERAL NOTES 9 & 10). .18,773 SF
• IF THE COVER IS BETWEEN 2 AND 3 FEET, EQUIPMENT MUST BE
ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER, PROPOSED WATER MAIN
RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT W
AS NEEDED, At WARRED OR VERTICAL CURVE AREAS. UO CONSTRUCT 4" AC FA VEMENT W1 TH O� 12' ARHM TOP COURSE OVER 6'1 AB (SEE GENERAL NOTES 9 & 10). �51.158 SF
OF A TRACK -TYPE TRACTOR WEIGHING A MAXIMUM OF 12,000 POUNDS. PROPOSED R/W
STREET TREES SHALL BE INSTALLED PER THE NOTES & LEGEND ON SHEET 1. .......... ........ 66 EA 1�2
6, ALL SEWER, WATER, :ELECTRIC, GAS, PHONE OR OTHER UTILITY LINE OF SIGHT
WHEN THE COVER IS LESS THAN 2 FEET, ONLY HAND EQUIPMENT MAY
LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED ........................... 3:EA BEGIN CURB RETURN
.. ........ . .
BE USED. EICR
TO PAVING.
CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD, 101 (TYPE C), MODIFIED AS SHOWN ... (4.,S EA) A�l ECR END CURB RETURN
W,
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3. NOTIFY RALPH ORTEGA OF OUR WATER SYSTEM OPERAIIONS GROUP, EIC BEGIN CURVE
TESTS OF EMBANKMENT CONSTRUCTION, TRENCH
7� COMPACTION VAULT (PER CVWD PLANS). . ...... ....... ............ EA
TELEPHONE (909) 392-7184 (MONDAY THROUGH THURSDAY), AT LEAST TWO U7 REMOVE WATER METER EC END CURVE
BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUBGRADE
WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF MWID TC TOP OF CURB
SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CONSTRUCT LOCAL DEPRESSION CASE A PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 ..................... 1 EA
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FACILITIES. UO FL FLOW LINE
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CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS
F CATCH BASIN
APPROVAL SA WCU T & REMOVE EXISTING PCC DRf VEEWA Y AND APPURTENANCES ....... ............................. 207 S: CB
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SHALL BE SUBMITTED TO THE CITY ENGINEER FOR S
GRADE BREAK 0�
GB
PLACEMENT
PRIOR TO THI OF BASE MATERIALS AND/OR
SA WCU T A ND REMO VE EXIS TING A C PA VEMEN T ....... ........ 6,342 SF
Q jo S/W SIDEWALK
SURFACING.
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AND GUTTER
C&G cui
SAINCUT AND REMOVE EXISTING PCC CURB & GUTTER ......... .......... ........... ........... 52 LF
L
O.C. ON CENTER 0
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8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE
U2 SAWCUT AND REMOVE EXISTING FCC SIDEWALK ............... ....... ......... ...... ......... 208 SF FS F11 IS: SURFACE . .......
N111 H
.:3
THE CITY ENGINEER, LISTING ALL TESTS OR
SUBMITTED TO
CON TEN T UNLAUTHORIZED CHANGES AN�D USES PL PROPERTY LINE
DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL REMOVE EXISTING FENCE.. ...... ......... .......... .................. ...................... 574 LF
i Q9 R/W RIGHT-OF-WAY
AND GRADATION OF ASPHALT PAVING. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,
OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. U6 REMOVE EXISTING SIGN AND POST ......... ............ ......... ...... 4 EA CL CENTERILINE
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT PROP. PROPOSED
Q4J REMOVE EXISTING TELEPHONE POLE BY OTHERS... ............. ............. ............... 1 EA EXIST. EXISTING
SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS
OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE NIOTEtv U5 REMOVE EXISTING TREES, LANDSCAPE, & IRRICA TILON PIPES AS NECESSARY TO DWY DRIVEWAY
L D E
SPPWC STANDARD PLANS FOR
ANA: YSIS AND SAN' EQUIVALENT OF AGGREGATE BASE. CITY ACCEPTANCE OF PLANS DOES NOT R LIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CONSTRUCT PROPOSED IMPROVEMENTS ........ ....... ...... ...... ...................... ....... 1 LS
CORREC11ON OF ERROR'S AND OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON REQUEST OF
PUBLIC WORKS CONSTRUCTION Z,
UE T E REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE EXISTING TRAFFIC SIGNAL APPARATUS TO BE RELOCATED PER TRAFFIC SIGNAL PLANS. . ...... .......... ...... 6 EA STL STREET LIGHT
N
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VAL THE CITY INSPECTOR 1H SCE SOUTHER CALIFORNI A EDISON
AND PAVEMENT TESTS TAKEN TO DETERMINI STRUCTURAL CITY ENGINEER FOR REVIEW. ADJUST EXISTING GAS VAULT TO GRADE, , ............... ......... ................. .1 EA
SECTIONS, PRIOR TO CONSTRUCTION OF THE STRUCTURAL
0 STREET TREE
SECTIONS. California Council of Civil Engineers & Land Surveyors (�8) REMOVE EXISTING TREES WITHIN S TREET R1W ...... ...................... ....... _.1 LS
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED PROTECT EXISTING UTILITY IN PLACE (TYPE AS INDICATED ON PLAN) ........ �2 :EA I SHE!C
111. WHEN IMPROVEMENT CH 0)
is ARE TO BE PLACED ON NATIVE SOIL, WHI
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CONSTR CTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AR
CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE E,
RELOCATE EXISTING SEWER MANHOLE PER CVWD PLANS ....... ....... ......
PREPARED BY 'REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTkUCTION OF
7
FILLED THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REOUIREMENT
SUBGRADE, AND ALL VOIDS OR DEPRESSIONS SHALL BE QJ4 TIE -OUT AND RESET EXISTING SURVEY MONUMENT ........... ......... ....... .................. 4
WITH A FINE, GRADE MATERIAL OF A QUALITY BETTER THAN THE SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS, AND 6 ARROW ROUTE
CONSTRUCTION CONTRACI'OR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN 102 REMOVE EXISTING MASONRY WALL MTHIN STREET R1W ........................ ............. .......... LI
NATIVE MATERIAL. iz L_
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PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH:
41' - - 0AfS P�,R P1
fr'w� 1 - , ,
I'DI 3' EA
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE
'AP
SOI:LS STERILANT REGISTERED BY THE E,P.A. FOR USE UNDER A.C. NEGLIGENCE OF DESIGN PROFESSIONAL. SHEET INDEX
AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE N.T.S.,
MANUFACTURER'S RL U7 INSTALL 24- RCP (D-LOA,D AND PROFILE AS SHOWN ON PLANS) ............. ........... 8 LF
ECOMMENDED RATE FOR THE FULL PAVEMENT PRIVATE EN'GINEER's NOTICE TO C'0NTURACTORSS
WIDTH PRIOR TO PAVING. CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 300, ...... .1 EA
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN: ON EET TREE' LEGEND
STR,
-D IU�
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BESI OF OUR CONSTRUCT JUNCTION STRUCTURE NO. I I`LN CItT Ul- KANUtIV LUUA UIVU/i JJV. ........ ........... I E. A
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IE KNOWLEDGE THERE ARE NO EXISTING UTI1 ITIES EXCEPT AS SHOWN ON THESE PLANS. THE AND DETAIL HEREON IN.
THE CONVENIENCE OF THE DI VELOPER. THE CONTRACTOR SHALL
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MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES CONTRACTOR IS REQUIRED 7_0 TAI E DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
BEFORE SUBMITTING A BID, ANY ITEM OF WORK REQUIRED BY SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. STREET NAME BOTANICAL NAME COMMON NAME SP
THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE S'LY ARROW
D E OTHER ALL CONTRACTORS AND SU BCON TIR ACTORS PERFORMING WORK SHOWN ON OR RELATED TO PROP. N'LY GINKGO BI:LOBA MAIDENHAIR TREE
OF QUANTITIES' SHALL BE CONSIDERED AS INCLU: ED IN TH: THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE R/W CL R/W ROUTE
ITEMS OF WORK.
PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 50' 50'
B: ACHYCHITON
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S, YELLOWWOOD BOTTLE TREE
NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL 14' 36' VAR197Kz 19'�24�_ VARIES 26-10' 14' PLACE POPULNEUS
INTLERSECTION. RELATIONS' "CONSTRUCTION SAFETY ORDERS". T
n; I CONSTRUCTION NOTES FOR STREET TREES:
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND 27 VARIES 0'-20' 5' N
1. ALL STREET TREES ARE To BE PLANTED IN ACCORDA ti
C MIN. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN, A
FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND SU I:BCON TRACTORS' COMPLIAN' E WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS"
OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOIXI
ETERM*
REVISIONS SHALL BE PROMPTLY SUBMITTED MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS D
THE REQUIRED PLAN INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS".
TO THE CITY ENGINEER FOR APPROVAL. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND A,
7' XIST, EP
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SERVICES DEPARTMENT,
Z07.
E MPROIv
1& WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, FOR JO,B SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 4. STR: ET TREES ARE TO BE PLANTED PER PUBLIC 11
HAZARD FREE, ORDERLY STATE, THROUGHOUT : C VAR.
CLEAN, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
CONSTRUCTION, SITE SHALL BE CLEANED UPON REQUEST OF THE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
CITY INSPECTOR. N
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM A Y AND EX ST SW PROP.
RANCHO CUCAMONGA MUNICIPAL UTILITY SOUTHERN CALIFORNIA GAS COMPA
17. CONTACT UNDERGROUND SERVICE ALERT, AS REQUIRED, TWO ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS EXIST. G&G PROP. C&C MEANDERING SW 10500 CIVIC CENTER DRIVE 1981 W. LUGONIA AVENUE
PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR P,O� BOX 8107 REDLANDS, CA 92374
P
WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. EXIST� /A8
CTION PROP, AC/AG
ENGINEER. E
1-800-227-260,0. PROVIDED FOR YOUR CONVENIENCE ARE THE ARROW ROUTE TYP CAL S1 RANCHO CUCAMONGA, CA 91729 HONIE: 800-427-22,00
H
FOLLOWING: N.T,S. P1 ONE: 9!09-4-77-2700
MAJOR, TI=9.0 CUCAMONGA VALLEY WATER DISTRI
H:ORIZ.-. 1"=10' INILAND EMPIRE UTILITIES AGENCY 10440 ASHFORD STREET
VERT.: 1"=2' 6075 KIMBALL AVENUE P,O. BOX 638
SIOCAL GAS NOTES
CHINO, CA 91708 RANCHO CUCAMONGA,
CA 91730
NOTES FOR 36" HIGH PRESSURE GAS LINE IN ARROW: PHONE: 909-993-1600 PHONE: 909-987-2591
1. CONTRACTOR TO POTHOLE PIPELINE TO DETERMINE EXACT
`E NO FRON-PIER
.418"
N URY Y M
HORIZONTAL AND VERT11CAL ALIGNMENT. SOCALGAS PERSONNEL EXISTI S! 0NU 'ENTAT1,01
1400 E. PHILIPS BOULEVARD
MUST BE PRESENT DURING POTH10LING OPERATIONS. A
RECORD(S) MONA, CA 91730
2. NO VIBRATORY COMPACTION IS ALLOWED OVER THE PIPELIIN: 22' 22' 1 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF PO ;CITY OIF RAPM
CjVj%,.
7 kA1C'(1'WAtII0AI r_-nHIDkAf:,KIT r71(!WI:K1r_ kAnPI: T�41AN 30000 1 PS WILL - --------- ----- It- THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH PHONE, B4O,0-483-3000
A
HAVE TO BE REVIEWED AND APPROVED BY SOCALG,AS BEFORE n CURRENTLY EXIST IN THE FIELD 'ARE SHOWN ON THESE PLANS AND ARE INDICATED AS
0.5! 1 4, 4� i j_,,�, :
OPERATION. FOLLOWS:
4. NO MECHANICAL EQUIPMENT SHALL OPERATE WITHIN TWO VERTICAL PT. #110 2" IP MWD LS 6599
PT, #111 2- I:P MWD LS 6599 CONSW6 T PARR, YVAY Di�,AIN (StiT 2) Ai \0 Dcvvf,
FEET OF THE PIPELINE.
5. NO MECHANICAL EQUIPMENT SHALL OPERATE WITHIN THREE PT. #112 2" IP MWD LS 6599
APPR6 IB L16!4T ANT)
R�
HORIZONTAL FEET OF THE PIPELINE. PT. #106 2" IP WITI-1- BRASS SH A T A i (SHIr J ELOCA
It F, 1
6. ALL CONTRACTORS AND SUBCONTRACTORS MUST BE NOTIFIED OF 2,07. 77TLE
UPPA'7E -SH&P:
THE PRESENCE OF THE PIPELINE. A 1,7% 1,7%
DATED. -------
7. CONTACT CHRISTOPHER CORIA AT 818-590-4507 48 HOURS PRIOR LS
DAVID W. M:ACKEY, LS 8912
Sw
TO ANY WORK OVER THE PIPELINE. PROP
T U � T I
PRIOR A�um_ll PERMIT OF FHE PROJECT, A COPY OF THE I REV DESCRIPTION DA TE J
N,T.S�
INDUSTRIAL, TI=7.0
HORIZ.: 1"=10'
VERT.: I"=2'
PR I OR
T M""
HE CO,
FOR THE SE',�T-,-T-,,]*�,"�g,,t�.-Ir-��,�.r
WITNESS MONUMENTS
THE CITY.
I Nzwom TO IN Imm
P_ mw-t �,
SPACING SIZE QTY
20' O.C, 15 GAL 13
35' 0. C 15 GAL 53
TH CITY STANDARD PLANS.
NOMIC SOILS REPORT SHALL. BE
_-_S OR NUTRIENT DEFICIENCIES
BY THE CITY INSPECTOR,
:'TANCE BY THE ENGINEERING
NT PLANS ONLY,
SOUTHERN CALIFORNIA EDIS,(
COMPANY
7951 REDWOOD AVENUE
FONTANA, CA 92336
PHONE: 9:09-367-6581
U-1
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TAFF HWItt-Zollars, 11m.
3990 CONCOURS * SUITE 330, ONTARIO,
PHONE (904) 941-7799 FAX (90c
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DATE
R.C.E.
NO. 67514
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PAWNG LEGEND
CONSTRUCTION NOTES (IN FEET)
U2 CONSTRUCT CONCRETE CURB AND GUTTER TYPE A2-8 PER CITY OF'RANCHO CUCAMONGA STD. 104 NOTE1"=40'
:
..... ..... ..... .
CAB RIZONTAL AND VE TI'CAL LOCATIONS TO
CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106—A 6" AC/6 H:O R
A.
E N F 01-1-TY 0 0 CUCAMN Gl A
BE VER:I:Fl:: D [ THE FIELD AND ENGINEER
RAMH
CONSTRUCT CONCRETE SIDEWALK PER CITY OF RANCHO CLIGAMONGA T. PLAN 103 NOTIFIED OF ANY DISCREPANCIES PRIOR TO��,,
CONSTRUCT ACCESS RAMP PER DETAILS ON SHEET 2 CONSTRUCTION.
IPLAH A [PROFULIE
60 AC REM10VAL
CONSTRUCT 6" AC PAVEMENT WITH 0.12' ARHM TOP COURSE OVER 6" AB (SEE GENERAL N07ES 9 & 10) CONMUCr PARKWALY D AIM. 3�'TRRFEFE`7 UNPROVEREHIr PLAHO u
STREET TREES SHALL BE INSTALLED PER THE NOTES & LEGEND ON SHEET 1
41
ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED ARROW ROUTE
R ALA NJ
TIC L LOC TIO S FIELD AND ENGINEER
INEE
;C L AN
D
FRIG OR
e.,
SIDEWALK
CONSTRUCT DRIVE APPROACH PER CIT OF RANCHO CUCAMONGA STD. 101 ITYPE C), MODIFIED AS SHOWN STA. 40*66.13 TO STA. 51+60.00 0
ly ROW 2017-00485
U7 REMOVE WATER METER VAULT (PER CVWD PLANS)
PROVED BY DATE AP
8 SEE SHEET 8 FOR STREET LIGHT PLAN
UTY
L REV DESCRIPTION OATE
(50) CONSTRUCT LOCAL DEPRESSION PERCITY OF RANCHO CUCAMONGA STD. 307, CASE 8 APPROVEOf CITY,ENGINEER e—, R. C. E. N 0. 67514
CURVE DATA H R DESIGN RECOMMENDED
SAWCUT AND REMOVE EXISTING AC PAVEMENT
SENG �A K
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CITY OF RANCHO CUCAMONGA BEN01-1 MARK NO. 10010
SAWCUT AND REMOVE EXIS77NG PCC CURB & GUTTER HUffl;ZXM 1pl� m 0
A 5,3'07'48" 35-00 32.45 17.50 DRAWN
ELEVATION= 1065,641' HLfdt-Zollars, Ino. Ontario SHEET
a Hb. 6751 H-Z STAFF
PR07ECT EXISTING UTILITY IN PLACE (TYPE AS INDICATED ON PLAN) B 72'32'33" 20.00�, 25.32' 14367' FD BRASS DISK IN SWLY LEG OF SCE TOWER NO.15 19 E*rd 2 rn 3NO CONCOURS SUfTE 330 ONTARIO, CAUFORNIA 91764 9
89'5358" 35,00, 54.92' 34.94' ',HECKED PHONE (9- 41-7789 2 OF
gi RELOCATE EXISTING SEWER MANHOLE PER CVWD PLANS STAMPED "SBC SURVEYOR BM 1.22 0.3 RILES NORTH OF
D 90"0-6, 5.00' 55.04.' 35.0-6' J
4TH STREET, 1,00 FT EAST OF CL OF ETIWANDA AVE. - DRAWING NO. 0
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HORIZONTAL AND VERTICAL LOCATIONS TO
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NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
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CONSTR CT'ION NOTES
CONSTRUCT CONCE EiE CURB AND GUTTER TYPE A2-8 PER CITE OF RANCHO CUCAMONGA STD, 104
US
CONSTRUCT CONCRETE SIDEWALK PER Cl` IY OF RANCHO CUGAMONGA S,To- PLAN 103
10
CONSTRUCT 4" AC PAVEMENT WITH 0.12' ARHM TOP COURSE OVER 6" As (SEE GENERAL NOTES 9 & 10)
U17
0i
+0
STREET TREES SHALL BE INSTALLED PER THE NOTES & LEGEND ON SHEET 1
5
tu
uj
9
ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED
a
CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD, 101 (TYPE C), MODIFIED AS SHOWN
—T
PROTECT EXISTING U77LITY IN PLACE (TYPE AS INDICATED ON PLAN�i
5
FENCE
J
Ift
---------- ... .........
0
PLA uE-
cu
—40,
40-0829
A
4^
L
GRAPHIC SCALE
LD
40 0 40 80
120
'CITY O:F RANCHO CUCAMONGA
N FE:ET)
(I1
'
PL:APROFOLE
H a
LA
40
CO-N-15TIRVCT DRIVE' APPROACH
OVAPROVIENEH7 PLAHO
TA
YELLOWWOOD PLACE
41
LT
------
34.40'
1&73'
STA. 1 +12.00 TO STA. 17+70.00
R01W 2017-00485
32L.96"
1711-
APPROVED BY DATE VA119,
CITY
24n41
1-3, 28,
RE v
DESG IPTION
DATE APPROVED CITY ENGINEER 67514
R.C.E. NO,
BENCH MARK
CITY OF RANCHO CUCAM0 A SENCHMARK NO. 110010
DESIGN
RECOMMENDED
DLW
ELEVATION= 11 065.641'
DRAWN
k 2 H-Z STAFF HuItt-Zollars, inc. Ontario
SHEET
'co
FD 2'BRASS DIS IN SWLY LEG OF SCE TOWER NO.15
K
"S81C
Evmw
39,30 CONCOURS * SUITE 330 ONTARIO, CALIFORNIA 91760,
CHECKED PHONE (909) 941-7799- FAX (909) 941-7789
3 9
co
STAMPED SURVEYOR BM 1.22" 0.3 MILES NORTH OF
k
OF
4TH STREET, 100 FT EAST OF CL OF ETIWANDA AVE.
PROJECT NO. Z. cp /A DRAWING NO.
b,
306458,01 R .E. lugs 67v5l2 EXP, 6/30/19 2464
m
1
M�g
'ILL MARKET'PLAGE ,TH
A.BL4C-K-5'WkL��
NOTE:
H QRIZON TAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
COINSTRUCTION.
CONSTRUCTION NOTES
(D CONSTRUCT CONCRETE CURB AN'D GUTTER TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. 10!4
t---\
CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONG STD. PLAN 131—A
Q!) CONSTRUCT CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA S7D. PLAN 103
Uo CONSTRUCT 4" AC PAVEMENT WITH 0.12' ARHM TOP COURSE OVER 6" AB (SEE GENERAL NOTES 9 & 10)
STREET TREES SHALL BE INSTALLED PER THE NOTES & LEGEND ON SHEET 1
0 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101 (TYPE C), MODIFIED AS SHOWN
Uo PROTECT EXISTING UTILITY IN PLACE (TYPE AS INDICATED ON PLAN)
CURV9 DA T A
1.0
1.0
REMOVAL NOTES
47 REMOVE WATER METER VAULT (PER CV WD PLANS)
�19) SAWCUT & REMOVE EXISTING FCC DRIVEWAY AND APPURTENANCES
�6O) SAINCUT AND REMOVE EXISTING AC PAVEMENT
SAINCUT AND REMOVE EXISTING PCC CURB & GUTTER
SAINCUT AND REMOVE EXISTING FCC SIDEWALK
REMOVE EXISTING FENCE
REMOVE EXISTING SIGN AND POST
REMOVE EXISTING TELEPHONE POLE BY OTHERS
REMOVE EXISTING TREES, LANDSCAPE, & IRRIGATION PIPES AS NECESSARY TO
CONSTRUCT PROPOSED IMPROVEMENTS
EXISTING TRAFFIC SIGNAL APPARATUS TO BE RELOCATED PER TRAFFIC SIGNAL PLANS
ADJUST EXISTING GAS VAULT TO GRADE
@) REMOVE EXISTING TREES AITHIN STREET RIW
PROTECT EXISTING UTILITY IN PLACE (TYPE AS INDICATED ON PLAN)
REMOVE EXISTING MASONRY WALL WITHIN STREET RIB''
I
NOTE
HORIZONTAL AND VERTICAL LOCA TIONS TO
BE VER11FIED IN THE PIELD AND ENGINEER
NOT!FIED OF ANY DISCF�PANOES PRIOR TO
CONSTRAUCTfON.
DI AL
BEFOR E
YOU DIG
R=3' a
lL6_3,12FS
1163.35 FS
116143 FS
11:63.41 FS
1163,33 FS
A0
26 FS
&
FS 1163.18 ITS
32"x54':j 1162.52
1162.52 F
NE CURB RETURN
10=lo)
ACCESS RAMP NOTES:
1. CONCRETE SHALL BE 520-C-2500 AND SHALL BE 4" THICK.
2. RAMPS SHALL HAVE HEAVY BROOM FINISH TRANSVERSE TO RAMP AXIS.
3. 5'x5' LANDING AT TOP OF RAMP SHALL NOT EXCEED 27. IN ANY
DIRECTION.
4. COUNTER SLOPLE-S, OF ADJOINING GUTTERS AND ROAD SURFACES
IMMEDIATELY ADJACENT TO AND WITHIN 24" OF THE CURB RAMP SHALL
NOT BE STEEPER THAN 1:20 (57.).
5. DETECTABLE WARNING SURFACE SHALL BE FLUSH MOUNTED YELLOW
TILES MANUFACTURED BY ARMORCAST PRODUCTS COMPANY OR
APPROVED EQUAL.
C. DETECTABLE WARNING SURFACE SHALL BE 4' WIDE AND 3' DEEP WITH
DOMES ALIGNED PARALLEL TO CENTERLINE OF RAMP AND SHALL BE
INSTALLED 6" FROM' THE CURB FACE.
7. PROVIDE 32"X54" CLEAR AREA ADJACENT TO PEDESTRIAN PUSH
BUTTON. 27. MAX SLOPE IN ALL DIRECTIONS.
REV I DESCRIPTION
m F a -mg -gam
STREE7 UINPROVEEINIEH7
Mz%HO
L
VAL PLAN DE:TA,:,IL & REMO
RO:W 2017-00485
c
CITY
APPROVED BY
DATE 7.1taillb
DATE APPROVED
CITY ENGINEER
R, C, E, N 0, 67514
Rtq�t�y
DESIGN
DLW
HU Z(j JAM
RECOMMENDED
-c
DRAWN
a
Ir
No. 67512
H-Z STAFF
Huitt-Zollars, Inc. Ontario
SHEET v
ki
Expirotion
3990 CONCOURS v SUITE 330 ONTARIO, CALIFORNIA 91764
PHONE (909) 941-7799 FAX (909) 941-7789
a
5 OF
CHECKED
6-30-19
im
4V
DRAWING NO, c
PROJECT NO.
OF
306458.01
R4E'NOEXP, 6
2464
#5 > 07F 4)
#72'T6 15V
6�W BARS F-F ,(AW NOW 4)
EA. SYDE
T
D61
Z
711
LLJ C)
12L C)
+
7
C-)
1�4 i
CL SEE MWD NOTES ON SHEET I FOR ALL ry
< C)
c) 0- o 7-1
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WORK WTHIN THE MWD RIGHT -OF -WA)' F- L'i c)
CD F- Cn <C
z Rt I
2 ag
Lki CL 1---:
V) uj C-) EPDXY
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CD C-4
s-pC3 LATERAI, D7
CL F F
cc v) w mhv. -ii: D cn
?7� X
Lera spa $
- - - - - - - - - - - - ---- - - - - - --- - - - - -
. . . . . . . . . . . . . BARS
R=3"
m 7s: T
Sw'(SEE' NoTf-
----- - ------ . .......
AV 8ARS EF. T�F 0 EA.
--Lo
HYDROPHILIC
SIDE ie�RW NOW 4)
CLR. WATERSTOP
ALL ARGUND
L PROP. JUNr'T1ON
... .. ..... - - ------- ------- - ------ ---
Cl STRUCTURE (SEE NOTE 5)
---------- -6- LO kj-- EPDXY DONaS 2' NG
SAWCUT LINE &
r
50
46 4 48 4'9 EXIST, RC8 WALL
i
N69'56'1 5"W 24`5 ------ -
BREAKOUT LIMITS
----------
4:5
--- ----- -- ---- - -- - ------------- --- -- - --- ------
A# MED 7)P.
S:ECTIOM A
------------ --------- - -----
NOT TO SCALE
12`11
Poxr Dooms aDvr
------- BARS .F (SEr
MIM
7 a r & 8 1�-5
0 BARS A
---------- -
EXIST. R/W- 4 NOTES.
ARROW ROUTE
U50 L. DIMENSIONS "B" AND "T" SHALL REFER To CITY OF RC. STANDARD PLAN JJU
2.
- c* TO THE VERTICAL SLOPE OF THE PROPOSED DIMENSION `II" SHALL BE 2' 9" mid'. DUE
LATERAL. CONTRACTOR SHALL VERIFY DIMENSIONS "H", AND SAWCUT AND BREAKOUT
CONSTRUCTION NOTES L 10 TS.
J. EPDXY DOMELS SHALL CONFORM TO HIL 77 H Y- 150 MAX -SD OR EOUAL AND BE CENTERED
007 INSTALL 24" RCP (D-LOAD AND PROFILE AS SHOWN ON PLANS) AT THICKNESS OF E-YIS77NG RCB WALL, TYPICAL.
@0 CONSTRUCT CURB OPENING CATCH BASIN P:ER CITY OF RANCHO CUCAMONGA STD. 300 4, REPLACEMENT STEEL FOR EXISTING RCB CUT REBARS SHALL BE PLACED EACH FACE OF
THE WALL (REINFORCED WITH DOUBLE LAYERS).
CONSTRUCT JUNCPON STRUCTURE NO. I PER CITY OF RANCHO CUCAMONGA STD. 330 5 HYDROPHILIC WATERSTOP SHALL BE ADEKA ULTRASEAL MO-2010 OR EQUIVALENT
s
ANn OFTAII wFpFnN 6 THE CUT-OUT IN THE WD RCB EMERGENCY CONDUIT SHALL BE AT MINIMUM OF
vi
JO-INCHES FROM ANY EXISTING 7PANSVERSE CONSTRUCTION JOINTS. C
CITY OF RANCHIO CUCAMONGA
RE 10 RC8 B- AKOUT LIMIT AND CONNECTI N DETAIL
NOTTO SCALE
COURSE DATA
BEARING DISTANCE
1 NO .03'45"E 7.25'
GRAPHIC SCALE
BEFORE
YOU MG
17
a
YE
III ALL I CAI F I'NUN ON HKOFO�;tU ti INLt I LiU1-E ? hLt.................................................................... II 3i r, , . _.. s�r. ,.
0.111
FO
R
F PAINTING OF STRIPING AND M �! I I
� INSTALL TRAFFIC SIGN AND POST PER CITY � RANCHO UOAMONCA STD. 4Ci1 PROCEDURES �[�ARKI AND INS J�LLAT INSTALLATION � ,} 'I
i PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC: WORKS S.N ODE SHORN ON PLANS EA I
......................................................................
TI N THE FOLLOWING PROVISIONS. � .�r��'
I , CONSTRUCTION AND i
PAINT TWO—WAY LEFT TURN LANE WITH TYPE D MARKERS PER: CALTRANS STD. PLAN A20B, [;DETAIL 32..... .1,161 LF �� ����� �
_ I
A i
H�'_ � I F PAVEMENT MARKINGS SHALL CONFORM T CITY I �,r ,
A ALL PA1/EMEN O C MAINTENANCE STENCILS, S.A_E. UNLESS
T TAIL 1 _ AND BOTTS DOTS. .............................. 3 37 LF T PER CA DE
PAINT 4 LANE LINE �I'ITH TYPE � MARKERS E � � e . . LARE
OTHERWISE �
All ` r ., ER�i15E NOTED. �
�' PA1NT DOUBLE SOLID �'ELLO' STrR1RE '�I H TYPE D MARKERS PER t�A MUTCD DETAIL. 22 1 479 I
BE
ME
xl20
�T1 ' I
24 I
f
uc
PED. PUS'.
F* <� BUTTON
\ a
AND PAVEMENT �..
r, r B. ALL CONFLICTING STRIPING ENT MARKINGS SHALL. BE REMOVED BY WET SANDBLASTING: . ,
TAIL 38 .................. `...... ................ 4 F 1(CA)LINECALTRANS R2 1
ANDSPOTTING
� FFI: Nr CONTROL. POINTS A SHALL BE SET FOR ACCURATE AND COMPLETE
� APPLY THERMOPLASTIC 12 SOLID WHITE (CROSSWALK) STRIP_ PER CALTRANS STD, PLAN AE AND CROSS C. SU CIE 4I
dALK DETAIL ON SHEET 8.................................................................................... ..6 LF
INSTALLATIONOF NE ' OR REPLACEMENT STRIPING AND MARKING � �m
A Ta PAN A2 6E EIN:D,,
TH P TYPE IV ARROW PER CALTRANS RA!'S S D L
APPLY ERMO LA.�TI.� E (L� D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED' PRIOR
!PING AND I
1
� INSTALLATION F STRIPING MARKING,
13.
� TO INSTALLA ON
i D, PLAN 200 L:r ... _
11 PAINT �- WHITE LANE LINE PER CITY OF RANCHO CUCAMONGA STD. ,
I T. PLAN A2A..................................... ... A
CROSS WALK DETAJIL
r
1� APPLY THERMOPLASTIC TYPE �!1 'R) ARROW PER CALTRANS STD. 2 E E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC
PRIOR TO INSTALLATION OF NEW OR REPLACEMENTSTRIPINGA I R81 B CA W31 A CAS W14--- 2' W3_
13I APPLY THERMOPLASTIC "SIGNAL" STENCIL PER CALTRANS STD, PLAN A24D................................................... 6 EA ENGINEER AND MARK NOS. � ) A(CA)
I 9 F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE
1a APPLY THERMOPLASTIC AHEAD STENCIL PAR CALTRANS STD. PLAN A2 D ............................................5 EA
AN APPROVED LOW VOC, 16 MIL THICK WET'. INSTALLATION SHALL BE IN TWO OATS WITH THE
1 PLAN A2tD DETAIL .................. 1 2 r 8 LF
{CiTy �, PAINT 6 BIKE LANE LINE PER CALTRANS STD. a SECOND A MINIDUI� OF T'�O SEEKS AFTER THE FIRST, UNLESS OTHERI�ISE NOTED. OF
1s' Q
P N AI' T 6" B E !K' LANE DROP PER DETAIL ON SHEET 6 600 I F
in
23
4
6" WHI TE
VTRIPE i TYP
............... ............................. ..:............ ............ G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND
17I' PAINT BIDE STENCIL PER CALTRANS STD. PLAN A24D .............................. .2 EA ,....... ...... BE 10 MIL THINK (DRY), UNLESS OTHERWISE NOTED STRIP.. __
SIGNIN: AN"
asP AN 42h-D' 2 FA
� PA1NT AMC -"I EN I'L PER CALTRANS SiD L L C
f H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS NOR HOLIDAYS
S
� 'WITHOUT APPROPRIATE STRIPING AND MARKING` TO THE SATISFACTION OF THE CITY ENGINEERING.
!, PAINT BIDE LANE ARROW PER CALTRANS .STD. PLAN A24-A ................... .2 EA
ARROW
UCAfUI�71�lC . STD. 1,� .. . 1TY ,F RANCHO C A 7 EA 2e� INSTALL BLUE REFLECTIVE AVEMEI-1T DARKER' PER C (� I. ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND'
TRAFFIC CONTROL ROL MEASURES, IN ACCORDANCE WITH CITY Y AND STATE STANDARDS,
1 REMOVE EXIST. SIGN' ...................................... . ......................... . .. .... .. ..... .................... 2 EA
ROW 2017-� 00488
� ,.: ; y �...., v� .. re;k t .:.,m . eM•:-,
zah$ .`..CITY
J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL ICE IN ACCORDANCE WITH CITY AND t .:,.. � � -. t
APPROVED BY
-:. _.. REV
STANDARDS AND AS DIRECTEDP,.THE CITY TRAFFIC ENGINEER.
IN
DATE
CITY ENGINEER �-
DESIGN
DSTREET NAME SIGNS SHALL BE INSTALLED PER CRT. STANDARD PLAN NO. 401 A. �. r�.. �,-.� �fE1
NOTE:
�aa. DLL
�. CITE' CIF RAN HO CLICAMONGA BENCH' MARK NO. 10010 �
HORIZONTAL AND,... SAL Li7GATION TiC
:.. � � � �' DAB.
'ED PEP, Y
_ -a
T INSTALL E . CITY TAN P H STANDARD 1 �. TRAFFIC SIGNS SHALL BE [� LAN' NO. �Q B. � �.
IIL TWO WORKING :.,:
BE VERIFIED IN THE _ AND End:. R ELEVATION 10,51 _
l hl.1751 t� H Z STAFF
Y BEFORE 'i u,,
BEFORE DAYS
,
:, � R I K IN SLY EG OF SCE Ot�ER I -I ,, _ F L r
NOTIFIED O AN D S
_ D 2 B ASS [� S e_ �ton
I
�5 ED _ �II . `TO
�U �71 �IJ D . , _.� _ _ CHECKED
�l K I�I1T �,INES AND LEGENDS SHALL B TH P 1 I IK .�_ _.�_�_ ,. � $r � E
I 6. ALL CROSS AL S L E EPMO LAST C EXCEPT LEGENDS N B E _�. _ Fl � - -
2.,, . :. 6 30 {�
SBC SURVEYOR BM 1: 0.3 MILES NORTH OF �
TOLL FIRES �4-� zc� LANES
CONSTRUCTION. .n.. -;: ,: - STAMPED
.r._, 4TH STREET, 'I00 FT EAST OF CL 0F ETl�°A,NDA AVE. �.�� �t0.
A PUBM SERMCE By 1 PROJECT NO. -
UrIaE�aUNUvICET
306458.01
DATE P.
67514
H i - ofl rs, Inc. Ontario SHEET
3990 CONCCURS * SUITE 330 ONTArRIC CALIFORNIA 91764
rHfl6IE 909 9A1-7799 FAX 909 941-7789
C ) � 7
OF
z DRAWING NO,
DA -
G.�, 6751' E E7. , +3t f19 4
a
44
44
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-4040
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A
STREET LIGHT CONSTRUCTION NOTES
1, CONDUIT' &SERVICES:
A. MINIMUM COVER IN STREET OR PARKWAY IS 30' BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE. E. METERS AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENTS.
OTHERWISE. F. I. AND APPROVED BY LOCAL
B.MINIMUM COVER ON PRIVATE PROPERTY IS ,�(1 BELOW FINISHED GRADE, UNLESS ACTED �iTHE . WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES
- INSPECTION '
12-t1' Rolf Circle Djoma 'tor C. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS. ECIIt) AUTHORITIES.
.__. _. .... : :4 ..IN ALL
ALUMINUM : -,�—, y .- � � '; II�1 VAULTS MANHALES PMH S
. t� CAP SHORTING ��-" � ���� �r�da �ar��h€�r rvcfs � D. INSTALL SLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO ,
ARM LENGTH (Total 4) with 'OroWe A hot-djp A 3 ®—� f 9. LOCATION:
- 54TE S& ALL CAP LOCATIONS, PER CITY SPECIFICATIONS.
SEE TALE ?esc r,ut.1tts f�
I E�i3 _ type, f washers.t
e, ON WORKING
A. THE LOCATION OF EXCAVATIONS STRUCTURES Q THE CITY SHALL BE SHOWN Q E H L AT CrN F E�CAVAT QN AND STR CT RES FOR H
.� POLYPROPYLENE OR
, 4 � tara�P TO '8E 3 � _ c �tt� CONDUIT RUNS, PULL ROPE
threads � I�� d��tw� �,��� E. INSTALL PULL ROPE IN ALL CC�ND ,
w -. , DRAWING. SIC DEIATIi1N FFUE� THE PLANNED LOCATIONS WILL BE PERMITTED UNLESS APPROVED BY
zz
F , E i" cr POLYETHYLENE ROPE- BRAIDED OR TWISTED.
r �, w 1.L `il a THE CITY INSPECTOR.
c ri F. ALL CONDUIT MUST BE MANDRELLED.
cli t �� B. ACTUAL CCATI FOBSTRUCTIONS,T R S AND flR OTHER FOREIGN UTILITIES TO DE THE
r ASTkA A 36 Bay Plate �� P�t� � TUA L C3N Q S i� M DRAINS,
4 ,
Thdekno _
_s� 7 Fear ,rS k4 fd � da -
E �d�l Gt7@�Td�ta�PD � . � r& I P ���' RESPONSIBILITY OF THE CONTRACTOR,
4D INSTALL LED STREET EIa��tT 9:� WATT LED Et"t Tt"�i�," }VER�? A02t� U T34.V^Ji AP _ , _ �. CONDUIT RADIUS REQUIREMENTS:
ARM (SEE ABLE -• T- r�-. Thickness= 'd T/ for 2B Po'je
.................................... E s .,_.
�... I A. THEMINIMUM' RA D(US FDR BENDS ARE.
�� t�"° �� h��1�I�N� (J�r'�tV�� STD, F�LrhVV �€� Tt�
r
f,
� T A 'TH THE APPROVED
fi 1D. CONTRACTOR T `VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS WI
Ei�t�1d 1�� d�taTA� t+i� � j I Concrete � � 36 FOR CONDUITS 3 1N DIAMETER OR SMALLER _
C� _ L �'a�LE , Type S tJC�srf�ET
,. I CONDITIONS, PRIOR
STREET IMPROVEMENT P APPROVED HT SAND SHE ACTUAL FIELD CO7ND N D STREET ( P _ ._ VEI�� LAMS A +DAD S EE LIGHT LAN � � (} T� 4t� 7 AP' � PLATE UTdN , �, ,: _ � x� _
tTA ilV7iaL� L�C7ETifT 1 !A+TT LPL} EA jj I:.,,.,,._,N FOR CONDUITS 4 AND IN DIAMETER
r MI6 tss�L 5 s,: +�r T� ,, A
_.._.. td7 i'r{�IM11 �yli3t : ..�ritit$te3r• L� �� Q, 1v Y3
,. .-. ��` T STREET T(
1� EA
. , ,.. ,,. ..T __ � O7 STREE LIGHT INSTALLATION.
.. . _, .,. .. , _ , r4 T IN DIAMETER
PER CITY OF RANCHO CUC.��iOr�r,�A S'T�J. PL�II�I 7C�..... �la� BANNER SEE �,. ,,�„r , t� ,_ _:: � _ ,_, � < ._r > ,,..,_ I Pole
�u eD FGR CDNDUI S �
B R', (�
t�ET. CATALOG NUMBER �,.:; � � . • � ; • � .�:. � IT IS 1 �'-6" UNLESS NOTED
$ B. THE MINIMUM RADIUS FOUR ALL SWEEPS OF ALL MAINLINE CONDUITS
P --. 1 11 5CJ U Y.
1 INSTALL T t_ 1 1 � �4� S�'N. �a ' CONDUIT 1�'IiH S Tf�'W't`V CU � � �1:1 .��C ............. . �3-� InF La�t�� �T� I--�--�� R E
4 f / % {� OiTHERWISE' .
'>F`l d 4� - Flow Lane SURVEYING OF STREET IMPROVEMENTS SHALL BE PERFORMED BY THE CITY, PROPERTY CORNERS, LOT
curb
xi
- -, r. ,
r
t m , < _. F f r- _ r COORDINATE e - - __ T U D FACILITIES MUST DE
CONNECTION INN � LOCATION. � LINES FINISHED GR DE ETC. �1 CESARY , �1R E II'�STALLATI�N OF UNDERGROUND r 1V L A E iH
I
�. I . EXCAVATION _ A AND DACKFILL.
�.._ : 3 K AV TIO)N
CONTACT FRED LYNN AT �... —_ �. �. _ COMPLETED AND MARKERS STAKES PLACED D TO THE START �?F THE INSTALLATION. IN ADDiTI[}I`til
1 A
I _ f, KERB OR AKES PLAC PROR f
I' GRADE PRI R Q
,- � CLEARED AND R�IUIi .GRADED TO WITHI
N � OF FINAL G ,D
t
�.. A. WORK AREA SHALL BE
O)N
tr_t1�rr+ � r+ut m.. CONTRACTOR SHALL MAINTAIN THE MARKERS DURING THE INSTALLATION AND INSPECTIONS BY INSPECTION k�cf�NE1 (I _
INSTALLAiiO7N �F CITY CO}NDUIT GR STRUCTURES.
L_ �i E MRE
INSTALL
1 F�ULLB
t of '�satln {
BY C(' OFFSET MEASUREMENTS.
�V CITY. GRADE AND PROPERTY LINE STAKES MUSH SH�I'� ANY C� r ET M M
L[�Iil'Ed� TO ONE PIsI� I ._� _ ! B. ALL EXCAVATIONS SHALL DE IN ACCORDANCE WITH THE CALIFORNIA STATE CGN'STRUCTi[iN SAFETY
t
� 1 w _w -
POLE �N ONLY . CITY SPECIFICATIONS, AND ALL GOVERNING LOCAL ORDINANCES
D�p'ii� �f Footing- w.. ��, ORDERS WHEN APPLICABLE), T <.
+��dlrr. ��1 12.CIil7RDINRTIUN SUPERVISION:
� ONLYffi _ .. AND Sh PE VISIQN
�a
��3
�- OIF C P; NS LATI01 ITY
T I TAL �Tit.=
{ A RIO3R i1
S�� T�i�le _. � L�rq� r C, EACH TRENCH T[� 8E A �I'NIFCRM DEPTFI BELOW FINAL GRADE b ) THE CONTRACTOR SHALL PROVIDE SUPERVISION OVER AND COORDINATION AMONG THE VARIOUS
° k+IAk ra I _ min. � CONDUIT STRUCTURES, _
CITY FACILI TEES.
t `H • -
-- �.�, _ SHALL INCLUDE
CONTRACTORS WORKING IHIN' THE DEVELOPMENT IN ORDER TO PREVENT DAMAGE TO T
N AN THE CONTRACTOR FOR :ALL E#fiA'UaTli� S D , D. DACKFILL SHALL DE PROVIDED BY E TR
c� ,�, rig ra ��: _�-__ �_ CONTRACTOR IS RESPONSIBLE FOR THE COST OF REPAIRS REPLACEMENT RELEGATION OR OTHER
�i
t
Ld_ _R R 13'Y s
� � s _-. � ; CRUSHED ROCK, CONCRETE, AND/OR IMPORTED I�ACKi=1LL WHEN I�E�LIIRED,,
t D,�11-t
a P 9 CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY TH(ER FAILURE Ti PROVIDE SUPERVISIOIN GIR' TO
LURRY AROUND AND OVER
LEGEND�; �. E, DACKFILL 4�ITH A I+�I�IIMUI�? EIF t)E SAGK PER 'fP�f�D SAND CEMENTS OTHERWISE COMPLY NTH THESE SPECIFICATIONS.
i 1 II 'd"'tt VAULTS AND MANHOLES' AND AROUND 'PMgS WITHIN ONE FOOT OF FINISHED GRADE.
GABLE ICE q
PI�I�P�"SEA PULL
BOX x ,.. F. U,4CKFILL SHALL IMMEDIATELY �`CILL€��` SUBSTRUCTURE INSTALLATION. AT NO TIME SHALL
Q 13.OTHER UTILITY REO�UIREMENTS,
#4 B" far STREET NCE1Es3.__
_ , LEFT E'OSED OVER � Hi�URS,
S lira
vA r THE DRAWING PREPARED FOR THIS Jd�B MAY ALSO . COI'VER iFIE FACILITIES TO DE INSTALLED FC3R OTHER
10 _t Reinforcement -:
3fT
LLE �'n D Er
F�RCF'C�SE�I RCMU ' � a �� � Plate
WITHOUT CONCRETE CABLES OR ANY CONDUIT WTHOU
,__ �' G. NO ROCKS ARE ALLOWED WITHIN 1� OF DIRECT -BURIED A
CITY ST - I� __,r,_ - �.-UTILITY. ANY QUESTIONS CONCERNING DEVILS OF THEIR INSTALLATION SHOULD BE REFERRED TO THE
#Ct1 h'dHePT � Imo" ENCASEMENT. NATIVE BACKFILL DOES NOT PASS THROUGH ' A 1/2" SCREEN, PLACE IMPORTED SAND COMPANY CONCERNED.
NOTE: dear d j from
Kem W r Task WeldPenn 3„ BELOW AND 12" ABOVE CITY CABLES. AFTER THIS POINT, NO ROCKS LARGER THAN1 IN
_ sPird retnfasrea€nem s ���_..,.
I try' the pue; e4ge _ ( DIAMETER ARE PERMITTED., -_ 1 ,WARRANT'
I. INSTALL RCMU SIGN, __ _
`w cY -,- E-wadi spaced
HkfDH
SHALL
,.
�I
OR OTHER
ORDINANCES E T R EXCEED LOCAL MATERIAL LE NUMBER H, ALL DACKFILL SHALL BE COMPACTED TO 'SEE C E fll~iTRATC)R EXPRESSLY S Y REPRESENT A WARRANTY AT ALL '�QE�Ff PERFORMED AND ALL M TEFL AA1...
,�E Pt.�,a'E �Iticsst �3�r
n Y P E SL RE ESEN AND Y: NTY THAT V, i � _-, a
T! E [ f j�' {
SIDE F
i�E ._
°� r�,m�t— � -. �._. -+ i�Ed'�I:IIRFkAFItJT'� IT t-i�d i F�fi F�l �f`.F(1 i�i A B�dt�NE�' THAT Wii l_ NtdT 11�114iAE� T1-IIE CONDUIT t"7F� . 1eM iNa KC-nMtrr~,w1r0Ar1-rnDZ ()01 or,-a:ummhd &oc mc7c mrtba nccGr-r� Fri urr��u�atiz,ocu�� ,�n�t� ':fi
NOTE:
HORIZONTAL AND VERTICAL
BE
D OF ANY DISCREPANCIES PRIOR O
CONSTRUCTION.
��F_
GENERAL NOTES:
zar
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2
bil Oil 10 =01 IN
w.
THOMSON lWaS
M
Vel,
S45' TO
71 OF x—
ALL CONDUCTORS AND D
PPB = PED PUSH 8U1 TTC
CONTRACTOR SHALL REMOVE
AND ABANDON ALL 'CONDUITS
AND PULL BOXES NOT IN
— VIDEO DETECTION ZGNE (1341CYCLE)
ON — VI DEO DETECTION Z � E (VEHICULAR)
—
RZ4 VIDEO DETECTION CAMERA
ED<
— VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA
— ADVANCED RADAR DETECT:ON TRIP BAR
— CONTROLLER INPUT
yE r
i,LOWWOOD PL
1 —N-04
(r-
------------------------------ 11
. . . . . . . . . . .
cp
L I'
. ......... ... .... .. .
........ ...... .... . ..... .
02
7 7 1�
E
le
_J . ..r... . ...
01
04
ADVANCED DETECTION
a 1-8
(NTCI:P)
STOP BAR DETECTION
9-16
(NTCIP)
BIKE DETECTION
a 17-24
(B IKE)
EVP ASSIGNMENT
DETECTOR
CONT—
EVP 01 +06
EVP
3
EVP 02+05
EVP
A
EVP 08
EVP
5
EVP 04
EVP
6
SINGLE
INPUT EMERGENCY
VEH:ILE
DETECTOR
PREEMPTION
ASTRO
MINI —BRAG
AB-10121-29—NPT—ALO
W/SE—:0577—GLV
OR
0
APPROVED
EQUAL
iP �E EQlul: �M: NT SCHEDULE
POLE DATA
SIGNAL
L.E.D.
SIGNAL HEADS
AND
MOUNTINGS
PED.
PUSH
BUTTON
A POLE LOG.
LLS.N.S,
NO.
TYPE
HEIGHT
M. A.
STREET NAME SIGN
(dlbL fa4_-e),,
M. A. 7[��S
VEHICULAR
M.k
PEDESTRIAN
TYPE PHASE
QUAD.
"B"
nA
24-4-10-0
30
40'
15'
0
SV-1—T
2—MAS
F=18'
SP-1—CS
B
04
E
. 55
3'
Yellowwood PL
8400
1—A
1: 0,
TV-2—T
SP-1—CS
B
06
S
2.5�'
3
c
1, 9 4-100
30
20'
15'
0
SV-1—T
MAS
SP-1—cs
B
06
S
15
3'
Arrow RTE
12500
30F
15'
0
SV-2—TA
SP-1—CS
8
08
w
11. 5,
3.5'
�E
®i
30'
50'
15'
0
SV-1—T
2—MAS
F=17'
SP-1—CS
8
08
w
Yellowwood PL
8500
1 —A(E)
1 0'(E)
TV-2—T
SP-1—CS(E)
B(E)
02
N
1EXISTING
G
26-4-10G(E)
30'(E)
35'
15'(E)
87W
SV-1—T
MAS
SP-1—CS
B(E)
02
N EXIS-11NOEXIS IING Arrow RTE (E)
124,00
15TS(E)
15'(E)
87W
SV-2—TA
SP-1—CS(E)
6
04
E EXISTIRG STING
ALL
EQUIPME: T ARE NEW
UNLESS NOTED OTHERWISE,
(E) EXISTING.
AEXACT POLE LOCA TI ON S
E
TO BE D: TERIVIINED BY FIELD ENGINEER.
01INSTALL CITY APPROVED LED
FIXTURE EQUIVALENT OF
250W H P: �3,
POTHOLE
POLE FOUNDATIONS TO FULL DEPTH PRIOR TO ORDERING POLES.
F
SEE
SPECIAL PROVISIONS.
IISNS
(LED) TO :BE
MOUNTED ON HORIZONTAL
MAST ARM: (GLEVIS ASSEMBLY),
SEE SPECIAL
PROVISIONS.
NEW SIGN ON TRIS
SHEET
R3-4
;,—ECR
N07E: FOR le' AND "E" DIMENSIONS,
Lu
SEE POLE SCHEDULE Of? AS
DIRECTED BY ENOWEER
e
CF
c
REUSE EXISTING CONTROLLER IN EXISTING CABINET. INSTALL ANY ADDITIONAL EQUIPI ENT NECESSARY FOIE ''INTENDED c
OPERATION.
E
REUSE EXISTING TYPE III SERVICE ENCLOSURE.
c
_c
c
REMOVE AND SALVAGE EXISTING SIGNAL POLE AND ALL ATTACHED EQUIPMENT
COMPLETE TO CITY YARD. REMOVE EXISTING FOUNDATION COMPLETE.
REMOVE AND SALVAGE EXISTING SIGNAL POLE AND ALL ATTACHED EQUIPMENT
u
COMPLETE TO CITY YARD. REMOVE EXISTING FOUNDATION COMPLETE. c
ER
RELOCATE EXISTING VIDEO DETECTION CAMERA A (RZ4) TO POLE LOCATION @ ON
E
LUMINAIR: ARM PER MANUFACTURER'S RECOMMENDATION.
MREMOVE
AND SALVAGE EXISTING SIGNAL POLE AND ALL ATTACHED EQUIPMENT
COMPLETE TO CITY YARD. REMOVE EXISTING FOUNDATION COMPLETE. c
RELOCATE EXISTING VIDEO DETECTION CAMERA (VANTAGE VECTOR HYBRID) TO
POLE LOCATION 0 ON SIGNAL MAST ARM PER MANUFACTURER'S
RECOMMENDATION.
MREMOVE
AND SALVAGE EXISTING SIGNAL POLE AND ALL ATTACHED EQUIPMENT
COMPLETE TO CITY YARD, REMOVE EXISTING FOUNDATION COMPLETE.
RELOCATE EXISTING VIDEO DETECTION CAMERA (VANTAGE VECTOR HYBRID) TO
POLE LOCATION 0 AND EXISTING VIDEO DETECTION: CAMERA (RZ4) TO
POLE LOCATION 0 ON LUMINAIRE ARM PER MANUFACTURER'S RECOMMENDATION.
FURNISH U: NISH AND INSTALL TRAFFIC SIGNAL MAST ARM MOUNTED OR POLEM"-- '&GIq As -NOTED PER
CALTRANS STANDARD PLAN RS4 OR ES-7N,
PROVIDE AND INSTALL EVP OPTICAL DETECTORS PER SPECIAL PROVISION-1 AND
DETAICA0'F N ON SIGNAL MAST ARM:. DETECTOR SHALL BE PARALLEL
TO ROADWAY. CONTACT EVP COMPANY REPRESENTATIVE FOR OPTIMUM HQ' T
M A- I:CkN
-AND'IfliNICAL SUPPORT.
INSTALL POLE SHAFT MOUNTED STREET NAME SIGN PER CITY SPECIFICAJI&NIS.
C[TY OF RANCHO CUCAMONGA
SALVAGE EXISTING ETHERWAN FIBER SWITCH. FU: NISH AND INSTALL CISCO -
70
3000 FIBE: R SWITCH.
TRA-l[FFOC 800HAL HODO[FOCATHON PLAN
VELLOWWOOD PLACE AT ARROW ROUTE
_xXxxx
_D BY
DA E
3'INLER
514
R.C.E. NO. 67 ... ....... ..... . .. .
20 10 0 20 40
JPK
GREE"o
SHEE
HtbKED
SCALE IN FEET
enyl,neers
OF
DRAWNG NO.
1 inch 20 ft.
AbJE70T N
A rZO ni
2464 -TS
...... .. . . ......... I
306