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BENCH MARK (NO. 123)
ARROIN ROUTE --URI -V IMPROV M N PLAN RAILROAD SPIKE /N POWER POLE j1377304E A T THE SOUTHWEST
CORNER OF ARROW ROUTE AND ROCHESTER A VENUE.
ZELEVA TION 1159.89 N THE C117_ �l OF RANCHO CUCAAIIONGA
87H GENERAL NOTES
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N'LY PROP' UTILITY CONTACTS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO
o RAW S2Y R/w CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF
c, 60' 60' _ CABLE: ADELPHIA WATER: CUCAMONGA VALLEY WATER DISTRICT AMENDMENTS. CONTRACTORS SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE
(800) 626-6299 (PORTION OF RED HILL) 10440 ASHFORD STREET FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
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CHARTER COMMUNICATIONS CORPORATION RANCHO CUCAMONGA, CA 91730-0638 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER
13' 47' 47' 13' ON THESE PLANS
6680 VIEW PARK COURT (909) 987-2591 METERWITHINSTHE RIGHT-OF-WAY. IRE RANTS, ETC.LIMITS OR IN ADJACENT REAS OR NOT SHOWN
HERE IMPROVEMENT
SyIE' RIVERSIDE, CALIFORNIA 92503 CHINO BASIN MUNICIPAL WATER DISTRICT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN
41N AVENUE 9400 CHERRY AVE. # A
27' (909) 987-6275 PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
VARIES VARIES VARIES FONTANA, CA 92335
36' MIN 3' MIN _ 0.5' ELECTRICITY: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 697 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
SAN BERNARD/NO f0 �?wY 3' MAX 6� 0 50' MAX VAR/ES 7951 REDWOOD AVENUE RANCHO CUCAMONGA, CA 91729 WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING
4' 0.5' FONTANA, CA 92336 (909) 357-0241 FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR
NC/N/TY MAP (800)ZY1 MpX (800) 655-4555 NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
N. 4
METROPOLITAN WATER DISTRICT 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING
11 2 -`"?.1 MA% X FLOOD CONTROL DISTRICT: SAN BERNARDINO COUNTY FLOOD CONTROL DIST. 700 NORTH MORENO AVENUE DEPARTMENT PRIOR 0 O ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY NN
OF
-• .••__ 825 EAST THIRD STREET LA VERNE, CA 91750 RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
2_3 9; TO SAN BERNARDINO, CA 92415-0835
_Z SAN RNAR 04 (909) 593-7474
'r-' -- -~ "- - � ' "` 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES
LEGEND L -• --- � MEANDER/NG WALK GAS: SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE: VERIZON SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF
EX. 6" MEDIAN 3 216 N. EUCLID AVENUE (800) 483 3000 SUB-GRADE ELEVATION AND AT NO MORE THAN 50-FOOT INTERVALS. ADDITIONAL
BW BACK OF WALK 3 1 ONTARIO, CA 91762 PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR
EG EXISTING GRADE PROPOSED RESIDENTIAL 1(800) 427-2200 VERTICAL CURVE AREAS.
FG FINISH GRADE C&G COMMERCIAL 1(800) 427-2000
FS FINISH SURFACE TYPICAL SECTION 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR
TC TOP OF CURB SIXTH STREET NTS SEWER: CUCAMONGA VALLEY WATER DISTRICT CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING.
FL FLOW LINE10440 ASHFORD STREET
STA 94+46.70 THRU 96+37.19 RANCHO CUCAMONGA, CA 91730 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
EP EDGE OF PAVEMENT (909) 987-2591 COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT
FF FINISH FLOOR NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE
COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
PAD PAD GRADE EX A&rMN ISLAND PA VING STONES DELA/LS.• PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
TW TOP OF WALL W'LY R/W per° 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE
TF TOP OF FOOTING R/W Et Y R/W PA VING PATTERN.' CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY
HP HIGH POINT 33' 33' MODEL: ORION STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING.
LP LOW POINT MANUFACTURER.- PE-RMA CONCRETE
-� TOP OF SLOPE 11' 22' 22' 11' COLOR.- BURST 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE
y6i RATE OF SLOPE CUTSHEEr PAGE PERMA CONCRETE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS TO
TOE OF SLOPEINFORMATION. SHEET VERIFY; R-VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
2T DATE.- 6-1-89
EXISTING CONTOUR 6 5• THE INTERLOCKING CONCRETE PAVER 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS
J\ - P� .- SHALL HAVE SAND FILLED XINrS ON TAKEN TO DETERMINE STRUCTURAL SECTIONS.
_ -S- = EXISTING SEWER
5' 4' 0.5' ,' A 2" SAND BED A TOP 4" CONCRETE BASE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A
' ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS
-W- EXISTING WATERSTREET TREES WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE
-
�y FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE
EXISTING FIRE HYDRANT I PROPOSED MATERIAL.
-_ rA SIDEWALK S7REET NAME BOTANICAL NAME COMMON NAME SPACING M/N. GROW SPACE ,5)'ZE TOTAL QTY.
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT
PROPOSED CURS OUTLET EX. 8" C&G MAGNOLIA REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY
------------ EX. 8" C&G 61H STREET GRAND/FLORA NCN 30' 0.C, 8" 15 GAL. 4 APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT
j)PICAL SE0170N "MAJESnC BEAUTY" WIDTH PRIOR TO PAVING.
ROCHESTER COURT NTS
0• - FINISH CONTOURS STA 6+70 THRU STA 9+40 ROCHESTER COURT EUCALYPTUS
CAMALDULENSIS RED GUM 30' O.C. 8' 15 GAL. 6 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE
OF THE DEVELOPER, THE CONSTRUCTOR SHALL MAKE HIS OWN DETERMINATION OF
DAYLIGHT LINE EXISTING SURVEY MONUMENTATION: BYYNSTRUCTION THESE PLLANSUWHICHES NOTORE SPECIFICALLY UGA BID. ANY LISTED IN THEM OF STIIMATEROFREQUIRED
OONSIRUCIION NOTE,) FOR STREET TREES QUANTITIES, SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
I , l HEREBY CERT/FY INAT/ HAVL� /D£N17f7£D ALL SUR l2�Y MONUMENTS OF R£CORD(S) WHAT COULD B£ DlS1URB£D BY 1. ALL STREET TREES ARE r0 BE PLANTED /N ACCORDANCE WfIN CITY STANDARD PLANS 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 SHALL
ASPHALT PAVING THIS PROJECT. ALL SAID MONUMENTS WH/CH CURRENTZY EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND BE CONSTRUCTED AT EACH INTERSECTION.
ARE DESCRIBED AS FOLLOWS' 2.PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOIL REPORT
SHALL BE FURNISHED TO 77YE CITY INSPECTOR. ANY UNUSUAL TOXICITIES 15• CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY
CONCRETE �1 1" /.P. TAG LOCATED AT 7HE CENIERL/NE /NTERSECT70N OF 6TH S7R£ET AND ROCHESTER AVENUE. OR NUTRIENT D£F/C/ENC/ES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION.
DETERMINED BY THE- CITY INSPECTOR. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO
I THE CITY ENGINEER FOR APPROVAL.
�.. /_ STREET TREES ARE SUBJECT TO /NSEECTION AND ACCEPTANCE BY THE CITY 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE,REMOVAL �0 QROFESSlp
ENGINEERING 0/VISION.
ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON
DA TED.• J
GG C 4.S7REET TREES ARE rO BE PLANTED PER PURL/C IMPROVEMENT PLANS ONLY REQUEST OF THE INSPECTOR.
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MEDIAN PAVEMENT EXP. 3/31/2007 `'� �� 0 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO
No. 43714
_CONSIRUCEON NOTES FOR CURVILINEAR SIDEWALK.' EXCAVATION.
PRIOR TO 08TA/N/NG A CONS TRUCnom PERMIT FOR THE PROJECT, A COPY OF THE CORNER y} Exp. 3/31/2007
1. RADII FOR CURVED SIDEWALK SHALL BE BETWEEN 600' AND 1000'
RECORD FILED BY A QUAL/Fl£D R.C.E. OR L.S. W17H THE COUNTY SURVEYOR FOR EACH
COMPLE ON OOF TH£ PROJECT SHALL BE PRO D££D rTORTH£ CI�AT MONUMENT AFTER sqT CIVIL ��P 2. ALL RADII SHALL BE STAGGERED. EXlS71NG UNDERGROUND STRUCTURES
F OFCALWF� 3. SIDEWALK EASEMENT REQU/RED FOR SIDEWALK WHAT EXTENDS BEYOND
PR/OR rO 08TA/N/NG A CER nF/CATE OF COMPLE77ON FOR THE PROJECT, A COPY OF THE PROPERTY L/NE. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UT/LI TY PIPES OR STRUCTURES OR CONDUITS
CORNER RECORD FILED BY A QUALIFIEDR.C.E. OR L.S. W11N INE COUNTY SURVEYOR FOR SHOWN ON 7NESE PLANS ARE OB TA/HED B Y A SEARCH OF A VA/CARL E RECORDS. TO THE BEST
THE RESETT/NG OF THE EXIST/NG MONUMENTS AND 1N£ RELA lE0 PERMANENT WITNESS 4. BUS STOPS SHALL BEAMINIMUM OF 70.00' IN LENGTH. SIDEWALK SHALL BEA OF OUR KNOWLEDGE THERE ARE NO EXIST/NG UTILI T/ES EXCEPT AS SHOWN ON THESE PLANS. THE
MONUMENTS AFTER COMPLE77ON OF 7HE PROJECT SHALL BE PROODE0 rO THE CITY. MINIMUM OF 6.00' IN WIDTH ADJACENT TO CURB.
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PROTECT THE UTILITY
5. S/OFWALK SHALL BE 3.00' AWAY FROM CURB FACE EXCEPT AT CURB RE7URNS LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT
AND BUS STOPS. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILI TIES OR
6. SIDEWALK LAYOUT ON PLANS lS CONCEPTUAL ONLY. APPROVAL OF 77YE FINAL STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY
SIDE WALK LAYOUT SHALL BE MADE /N THE FIELD AND AO X/STEO AS NECESSARY AND RESPONS/B/LITY FOR THE UNDERGROUND UTILITY P/PES, CONDUITS OR STRUCTURESSHOWN
TO MEET FIELD CON0177ONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND OR NOT SHOWN ON THESE PLANS
PROJECT PLANNER rO FINAL CON S P;UC RON.
w:3 7 THE SIDEWALK SHALL BE /N THE NORMAL 2X PLANE MEASURED FROM TOP OF SPECIAL NOTE FROM PRI VA 11 ENG/NEER TO CONTRACTOR
CURB, UNLESS 07HERWISE N07EO ON PLANS.
EXISTING BUILDING
I CONSTRUCTION CONTRACTOR AGREES THA T IN ACCORDANCE W TH GENERA LL Y ACCEPTED CONS TRUC77ON
�'
o z PRAC77CES, C0NS7RUC77ON CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
tf) C CONS NOTES QUAN1111ES RESPONS/BILI TY FOR ✓08 SITE CONDI TIONS DURING THE COURSE OF C0NSTRUC77ON OF THE PROJECT,
F 93 89.71; LINTS INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THA T T7-IlS REQUIREMENT SHALL BE MADE TO
w vU lOf 00 00 ROCHESTER COURT
> I O CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103. 932 S.F. APPL Y CON77N000SL Y AND NOT LIMITED TO NORMAL WORKING HOURS ANO CONSTRUCTION CONTRACTOR
00 CONSTRUCT S44' MIN. A.C. OVER 6" MIN. C.A.B. II PAVEMENT SECTION. 7,472 S.F FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND
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PAVING SHALL BE PERFORMED IN AALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON W7771 THE PERFORMANCE OF WORK ON THIS PROJECT;
w ACCORDANCE WITH R-VALUE & PAVEMENT TESTS. EXCEPTING LIAR/LI TY ARISING FROM 7HE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
- - - - -- - - Ex. a" WA R� :� O CONSTRUCT 8" CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA 230 LF
EXI TING STD. 104. (TYPE A2-8).
N M X. 8 WATER �,/'�` 4 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA 1,389 S.F.
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EX. 8" VCP SEWER 1�C'�d�Q�}-!'��ls /�-Z.'OG l/�
- -' - - - - - - STD. 114 AND NOTES HEREON. A c
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s+oo -C14 7 00 8 00 . s+oo PREPARED FOR., 2Gdo- 4UI �� OY G•D. .c.
�' i^,, N 9 9 9 9 9 9 5O CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO 528 S.F RIDENS & ASSOCIATES CITY
- -
Q CUCAMONGA STD 101-C. (W=35'; R=13')
Em���"a" _ _ ,. 3 1700 JERSEY BLVD., SUITE 610 DESCRIPT OF REVISION DATE APPROVAL
CONSTRUCT 8" A.0 BERM PER CITY OF RANCHO CUCAMONGA 61 L.F. RANCHO CUCAMONGA, CA 91730
PROP. R/1NX STD. 104 (TYPE D1-8) PAINT WITH WHITE REFLECTIVE PAINT. (909) 989-8080 CITY OF RANCH 0 CU CAM ON GA
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CONSTRUCT RAMP PER CITY OF RANCHO CUCAMONGA STD. 102. 1 EA.
000 c STREET IMPROVEMENT PLAN & PROFILE
o 00J+h O INSTALL 9500 LUMEN HPSV STREET LIGHT BY EDISON PAID 4 EA.
'` W AND COORDINATED BY DEVELOPER WITH R26(S) SIGN. V TH STREET
0i �- I STA 94+41+71 THRU 97+43
6TH STREET O INSTALL STREET TREES PER NOTES AND LEGEND HEREON. SEE TABLE ROCHESTER COURT
SEE SHEET 2 STA 6+69.78 THRU 10+00
DRC 2004- 00656 8c ROW2006- 00196
10 CONSTRUCT MEDIAN FLARE PER CITY STD. DWG. 109 AND 6' CURB PER CITY
17 L.F.
OF RANCHO CUCAMONGA STD. 104 (TYPE A1-6). APPROVED BY: DATE _
IF
rA 0 11 CONSTRUCT THE MEDIAN ISLAND PAVING STONES PER DETAIL HEREON 2,425 L.F. CITY ENGINEER R.C.E. 24953
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Q $ 8 IZ CQN�•RXr �UFB!+IT.� CRININ o�fL+;r ,R CI"ry of, R./lNeiio cUtl�MorN6/1 �� DESIGN: Cavo DEv�ccwMENrDEsycry CARPARAn RECOMMENDED:
DIAL TOLL FRfk REMOVAL NOTES _ REMOVAL QUANTITIES
1-800-227
0091761
51'D• D� � 101 KIR 2313 E. Philadelphia St., Ste. F
40 0 40 80 120 1❑ REMOVE EXISTING 8 A.C. DIKE. 275 L.F. Ontario, CA (909) SHEET:
" AT LEAST TWO DAYS RocNEsrArR couRr DRAWN: (909) 930-14 6 FAX (909) 930-1468
BEFORE YOU DIG ❑ 25 L.F. DATE: S' e6 1 OF 3
2 REMOVE 6" MEDIAN CURB. VR � �
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Scale -1-" - 40' Q SAWCUT AND REMOVE EXISTING A.C. 6,468 S.F. CHECKED: KEVIN J. RICHER DRAWING NO.
R.C.E.43714
KJR EXP.3/31/07 JOB NO. J466 3d07
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CONSTRUCT 8" CUR13 AND GUTTER PER CITY OF RANCHO CUCAMONGA 4' ;t
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CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO
CUCAMONGA STD 101-C. (W=35'; R=13') EXISTING 30" RECYCLE WATER MAIN
U_Y" Wp� �5_ -EXIST. CONCREIE I -EXIS INGI EDGE OF PAVEMENT cell
CONSTRUCT 8" A.C. BERM PER CITY OF RANCHO CUCAMONGA YJ*89.71; CL INr-
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INSTALL 9500 LUMEN HPSV STREET LIGHT BY EDISON PAID
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CONSTRUCT MEDIAN FLARE PER CITY STD. DWG. 109 AND 6" CURB PER 4 R �Z �0 ZZ 24 * 24t
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STREET IMPROVEMENT PLAN PROFILE
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MEDIAN PAVEMENT Ess, APPROVED BY: I I I
CITY ENGINEER R.C.E.-'
F77/1 REMOVAL DESIGN: RECOMMENDED:
VIAL TO Kdl? Lmo Dim epum r Duav CcRpwA noN
No. 437 4 2313 E. Philadelphia St., Ste. F
1-800-hifffoo 40 0 40 80 120 Exp. 3/31/2017 Ontario, CA 91761
AT LEAST TWO DAYS (909) 930-1466 FAX (909) 930 E
BEFORE YOU DIG CiVIL 4 DATE: OF
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Scale 1 40 CHECKED- KJ1? R.C.E. 43714 DRAWING NO.
EXP. 3131107 JOB No. 3466 1300-7