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GENERAL NOTES: NCp
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO coo,
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CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS '� V
CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE , 'n Q1�-29.3 cfs Q1 =15.4 cfs
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RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. +
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2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER ¢ z o p II
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METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE N z _
RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE I
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SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO 3 z
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THE CITY OF RANCHO CUCAMONGA. 6 CF _ ad c0 II z o ^
1462.81 FL 1463.18TC „ n? a 0� ��3 v7 a z �r � V,
6 CF v 3 A
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH
1CC. 1463.25TC 1463.12TC 10"CF 1462.68FL FINISHED SURFACE �o
1463.36TC 1462.42FL 1462.29FL OVER PIPE
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 6"CF 1463.23TC 6 CF
1462.86FL 1462.73FL _ -----------
FACILITIES
_ _ _
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH
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FACILITIES ARE SHOWN ON THESE PLANS. o o � � z
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4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING ( �N \�.
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO
CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
1460- o -1460 __ 1460-111.1- 1 _ -1460
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5.0' 6.0' 10.5' 10.5' 11 6.0' 't 5.0 N�95 t"�
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5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES r rO z
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF +I I J z
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SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING Tx��
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STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE a �6, N
CB NO. 1Cq
AREAS. w o
6. NTS �,
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ALL SEWER, WATER, ELECTRIC, GAS, PHONE LINES OR OTHER UTILITY LATERALS, MAINS OR ¢'?Og, �>
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. i
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7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING w q oo z
ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY �4* o d-
OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL wo mBE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 1450- uu 14,rjQ _- .- _ ._ 1450_ a ___ _ �__. .. _ -1450 -
MATERIALS
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MATERIALS AND/OR SURFACING. J z w z m z
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8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY o 0 0 OC) w- CONSTRUCT 43.1 1' L.F.
`-i Oq N 18 R.C.P. D-1500
ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, o + v' li + n v~i>
OIL CONTENT, AND GRADATION OF ASPHALT PAVING. o -h _o 4i X z
9. PRIOR TO INSTALLATION OF ANY PAVING, w c9
A MATERIALS REPORT SHALL BE SUBMITTED TO 5.0' 6.0' 7.0' I 7.0' 6.0' 5.0' N
THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALVE, CONSTRUCT 20.7LO
2 L.F.
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SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
24" R.C.P. (D-1500) o v
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10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN o o
TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL).
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11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY 6"CF 1463.62TC
1462.70TC
MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE 1463.12FL i 8 CF -- - - - - -- -- --- - -
1462.58TC 1462.03FL '
ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE 1462.72TC 12 CF
GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 6"CF 1463.55TC 10"CF 141.58FL 1462.64TC g"CF ;
1462.78FL 1461.89FL 1461.97FL
12, IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT
°° PROFI_L�E__ r r r'
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED HORIZ 1 -20 SD LINE -SD LANE B
AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO > f
VERT 1"=2'
PAVING. N m PLAN 10+00 10+00
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13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE II 1 "=20'
PIANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE N 3
THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE /-+ STABLES FALLS AVENUE
DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. C B N O. �
THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE ( I
OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE NTS i ( I i 30'� � � 3Q'
RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM
OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY f 2'I I f $' 18' i 12
,11
EXIST. CI3 -.-
LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ST. STA. 10+58.50 tt it -+r a� � -"'-f�------
ITEMS OF WORK. i
W=7.0 ,V=4.0' o }
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10+00.00 LINE 'B'
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A 2 7 BEGIN PIPE
AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION, / I1 i r 1 i �} '
18" SD X-ING
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8 SEWER i II ` I �± i I , 1 EXIST. SDMH
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR 1455.85 BOTTOM SD I L , (r 16+07.86
1450.43 TOP SEWER � '� �
THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON CL CB N0. 1RIM=14F .3
ST. STA. 17+57.35 t n I
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REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY J EXIST. 2
ENGINEER FOR APPROVAL j{ 23 (W=21.0',V=5.0') '� � � ; WATER
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16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY �
N STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY F
o INSPECTOR. _ ---------------� .- - _ - _ _ _ -------- - ------ �� i 12'
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17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. N
PER DEG. N0. 141
� PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
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-T o i i I EXIST. 8"
A. CUCAMONGA VALLEY WATER DISTRICT ATTENTION: JIM CLINE WATER
10+43.11 LINE 'B' i ; I
10440 ASHFORD STREET, TELEPHONE: (909) 987-2591 '
PROP. 8 � END PIPE 21
RANCHO CUCAMONGA, CA 91730-0638 1
SEWER I , , ; I I ;I rte) 1 I ( O EXIST. 8"
_ SEWER RODE_0 DRIVE
ERODE � IVE LINE B ti I ; ; '
B. SOUTHERN CALIFORNIA EDiSON ATTENTION: DAVID QUEZADA � � _ - , _ , -
_.
7951 REDWOOD AVENUE TELEPHONE: (909) 352-6240 I '" - SD X-ING p
FONTANA, CA 92336 PROP. 8 8 WAT R I INE A
a WATER 1458 8 BOTTOM WATER x' i '� ' r ' EXIST 8" N
C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARCIA _._._ . _ __'___. _-__.._____ __�__.__(1-4�6 4 TOP SD ". j% �.� I �> � WATER GRAPHIC SCALE
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216 N. EUCLID AVENUE ^ _ _..__ _ __. _ _ ( � f 0
C)� TELEPHONE: (800) 427-2200 RES. I I ,
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ONTARIO, CA 91762 ( )
TELEPHONE: 800 427-2000 COMM.
i D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000585-A _{ ' __',' __._, _„� .} _} 34___---!-------
UPLAND,
__._ _ IN FEET
UPLAN NORTH MOUNTAIN AVENUE t -� - _ �_.... . _ ...._____:}__-____ _-_._
� UPLAND, CA 91786
3 - - - - - - - - - - -- - I _ ___ 1 inch = 20 ft.
o - - - - - - - - - - - - - - , I CL INT.
o E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI w 23 CL CB N0.2 I'll ( I 1 f , ,
i 15+32.22 E�CISTI 30" SDS
0 700 N. MORENO AVENUE MA. 17+83.85 i I , , , 10'00.00 LIME A
TELEPHONE: (909) 593-7474 ° W=14' V=9.0' I
1 3.07 LIME A
o LA VERNE, CA 91750 1462.88 TC ( I E I r ,
NOTICE TO CONTRACTOR: 1 I Y,�: iii I END PIPE
EXIST. 27" / I j 10'Uj
w CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE CONDITIONS INCLUDING LOCATION AND WATER MAIN I I 1 I 1
CONTRACTORS RESPONSIBILITY: ELEVATIONS OF ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL DISCREPANCIES TO THE I 15' E i
10 f I STORM DRAIN CITY
i ENGINEER PRIOR TO CONSTRUCTION. 'T'"I > DESCRIPTION OF REVISION DATE
WATER __. APPROVED i
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ESMT. �.._...._.._.._._........."_......_�__._.__
3 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB � � 1
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SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY !
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT CITY O F RANCHO CUCAMONGA
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w BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY I I z._... . �
AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR I I
I I N I A �� I STORM DRAIN IMPROVEMENT PLAN
O ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR 1
� SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
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FOR
STORM DRAIN CONSTRUCTION NOTES: LINE 'A' & 'B'
TRACT NO. 16812 ROW 2006-00398
w 20 CONSTRUCT 24" R.C.P. & BEDDING (D-LOAD PER PLAN) PACIFIC CREST COMMUNITIES
BENCH MARK: 21 CONSTRUCT 18" R.C.P. & BEDDING (D-LOAD PER PLAN) Approved B DATE: r ��
DIG ALERT
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a CITY OF RANCHO CUCAMONGA BENCHMARK N0. 10051 '� CONSTRUCT MANHOLE N0.1 PER CITY OF RANCHO CUCAMONGA STD N0. 318 CITY ENGINEER �fCz1(�iG� j RCE NO. 24953
0 2" BRASS DISC LOCATED AT THE INTERSECTION OF 2� CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONA DESIGNED BY: ��1 RECOMMENDED:
M BASELINE & SWANSON PLACE, N.W. CORNER, 5'f DIAL TOLL FREE o STD NO. 300. STENCIL "NO DUMPING - DRAIN TO OCEAN" ON TOP OF INLET ISI Date: Nov. 20, 2006
OF THE BCR. REC. ELEVATION = 1300.69 �M JC i
1-800-227-2600 ,
BASIS OF BEARING: AT LEAST TWO DAYS a 141 �� 3 DRAWN BY: FUSCOE SHEET
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CG OF 4
j CENTERLINE OF STABLE FALLS AVENUE PER BEFORE YOU DIG 10390 Commerce Center Drive,Suite 200
x TRACT NO. 13812, M.B. 239/86-93, BEING UNDERGROUND SERVICE ALERT
CHECKED BY: Rancho Cucamonga,California 91730 DRAWING NO.
N00'02'01"IN tel 909.581.0676 ax 909.581.0696
OF SOUTHERN CALIFORNIA o f90 SE www. 2094-D
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