HomeMy WebLinkAbout1959 GENERA L NO TES: BASS 1,WS ROAD_
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY
OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE W'LY R/W E'LY R/W
TO THESE STANDARDS AND SP£CInC477ONS AND APPLICABLE SUPPLEMENTS 126'
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY K/NO, TELEPHONE OR POWER 60' 66' P AY
POLES, Wi47ER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT ,s ,
SHOWN ON THESE PLAINS WITHIN THE RIGHT-Or-WAY LIMITS OR /N 58 8 12'
ADJACENT AREAS WHERE IMPROVEMENT WORK /S TO BE DONE SHALL BE PARK r, - SIDEWALK &
REMOVED, RELOCATED, OR PROTECTED /N PLACE AS REQUIRED AT NO } �� �� - '"f
TRACT 16157 1 47' 47' 19' , TRA/L EASEMENT z
COST TO THE CITY OF RANCHO CUCAMONGA. �F ♦ I 3 O
ti*j=; g' 30' I 7' 30' I 11' z d �i
3 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE ' ,� r F , _ _
HIMSELF WITH 171E SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY . -' 2 7, 6'S I RIGHT
DAMAGE TO EXISTING FAC/LI77ES RESULTING DIRECTLY OR INDIRECTLY '. .--T= r ' -j \ 4 EXIST. C G TURN s
FROM HIS OPER477ONS, WHETHER OR NOT SUCH FAC/LI77ES ARE SHOWN t _ : ' �. .. '-�- 1 gq, 1. LANE
- _--� 2� .. TERRA VISTA
ON l NESE PLANS. 1 3 :• -'' z 2°Io i---
4. A PERMIT SHALL BE OBTAINED FROM INE CITY OF RANCHO CUCAMONGA , . _ �.�.
ENGINEER/NG DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSIRUCIlON i 1 _ ! _ .. �'" z1 , SAWCUT & JON
1, 5. 1 MAX
WlTN/N CITY OF RANCHO CUCAMONGA EASEMENT OR RMT-Or-WAY. m s PROP. 6' S/W 3
5. ALL GRADE STAKES SHALL BE SET BY IN£ CONTRACTOR OR ENGINEER. 1 m 1, �-' '"� �-- -`'""`�.
- ' Ml LLIKEN A VE T YPI CAL SECTION PROP C & c @ E
PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT 2 y`
POINTS WITHIN 0.01 FOOT OF SUB ELEVATION AND AT NOT MORE \; _ STA. 122+20.50 TO STA. 12.3+40. 11 O
,� E ISS 'ELF STORAGE => 1 /
THAN 56 FOOT INTERVALS. AD0177ONAL PAVING STAKES MAY BE REQUIRED ` �
BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS ,NOT A PART �... t
111%
6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS,
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ,• \a- - r-
Z COMPACTION TESTS OF EMBANKMENT CONSTRUC17ON, TRENCH BACKRLL, Y
COMPACTING OR/G/NAL. GROUND AND ALL SUB-GRADES SHALL BE PERFORMED
AT NO COST TO 171E CITY OF RANCHO CUCAMONGA. A WRIT7FN REPORT WITH
]NESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER AFOR APPROVAL PRIOR TO INE PLACEMENT OF BASE MATERIALS ANDIOR =-� t _ _._` �- Ft?0?7�l VLBYARD
SURFACING.
& AT 771E COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
TO THE CITY ENGINEER, L/STNG ALL 7ESTS OR DE7ERM/NAnONS COMPLETED
TO VERIFY STABILITY OIL CON7FJVT AND GRADAnON OF ASPHALT �
PAVING. VICINITY MA P
9. PRIOR TO THE lNSTALLA77ON OF ANY PAVING, A MATERIALS REPORT SHALL �_ '-'' ._..,,y! �� A --�
N.T.S.
BE SUBMITTED 70 771E CITY ENGINEER, UST7NG ALL TESTS OR DETERMLNA- = �=� -
TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND
EQUIVALENT OF AGGREGATE BASE.
IOAAWNG SHALL SE PERFORMED /N ACCORDANCE WI7H R-VALUE AND PAVEMENT
7ES75 TAKEN TO DETERMINE STRUCTURAL SECTIONS PPJOR TO CON57RUC77ON
OF 771E STRUCTURAL SECTIONS
11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NA7TVE SOIL WHICH CONSISTS
OF A ROCKY MATERIAL, 7HE SUB-GRADE SHALL BE PREPARED BY REMOVING
ALL ROCKS WH/CH PR07RUDE ABOVE 771E SUB-GRADE AND ALL VOIDS OR INDEX MA P
DEPRESSIONS SHALL BE FILLED W17H A FINE GRADE MATFRGAL OF A
QUALITY BETTER 1TM THE M77VE MATERIAL 1"=200'
12.IF THE ASPHALT CONCRETE lS TO BE PLACED ON SUB-GRADE, A SOILS
STEI?1LANT REGISTERED BY 171E EPA FOR USE UNDER A.C. AND P.C.C.
SHALL BE UNIFORMLY APPLIED AT 771E MANUFACTURER'S RECOMMENDED
RATE FOR 7HE FULL PAVEMENT WIDTH PRIOR TO PAVING
1JES77MATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE DEVELOPER. 771E CONTRACTOR SHALL MAKE HIS OWN
DEIE?M/NATION OF CONSTRUCTION QLIAN77T7ES BEFORE SUBMITTING A
BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH /S NOT
SPECIFICALLY L157ED IN TH£ ESTIMATE of "777IES SHALL BE STREET CONSTRUCT/ON NOTES QUANTI T/ES CONSTRUCT/ON NOTES FOR STREET TREES
CONSIDERED AS INCLUDED /N THE 07HER 17EMS OF WORK.
14 SIGNS PFJ?
CITY OF
RANCHO
CUCAMONGA EACH I S1 ANENPLAN NUMBERS 401-A 1 CONSTRUCT 5" AC PAVEMENT (MIN) OVER 4" A.B. 2,386 SF 1) ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE WITH CITY STANDARD PLANS.
D 40f
O 2) PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL 8E
15.CI7Y APPROVAL OF PLANS DOES NOT REUEVE 771E DEVELOPER FROM FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY
RESPONSIBILITY FOR THE CORRECI70N OF ERROR AND OMISSION DISCOVERED O CONSTRUCT 8"CF CURB AND GUTTER PER CITY STD. PLAN NO. 104 200 LF REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS
SMLL. BE PROMPTLY SUBMITTED TO 771E CITY ENGINEER FOR APPROVAL3 1920 SF 3) ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN 710. 103. f
16 WORK SITS AND EXTERIOR STREETS SHALL BE /N A NEAT, CLEAN, HAZARD
FREE, ORDERLY STA7F, THROUGHOUT CON57RUC770N. SITE SHALL BE CLEANED O4 CONSTRUCT DRI VFWA Y APPROACH PER CI TY STD. PLAN NO.101-C 1 4) STREET TREES ARE TO 8E PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
UPON REQUEST OF THE INSPECTOR. W-35'
t ZhAT/VE SOIL /S TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR O BANGUI 245 LF
TO FILL PLACEMENT. RELOCATE AS NOTED STREET TREE SUMMARY
r�6
18.CONTACT UNDERGROUND SERVICES ALERT AS REQU/REO, TWO WORK/NG LAYS MIN.GROW
PRIOR TO EXCAVi4770N, PHONE NO. 1-800-227-2600 O PROTECT /N-PLACE SYMBOL STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY.
PROVIDED FOR YOUR CONVIN/ENCE ARE 171E FOLLOW/NG.
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 O REMOVE EXISI]NG CURB, GUTTER 2,37 LF (CURB & GUTTER) � MILL/KEN AVENUE C/NNAMOMUM CAMPHORA CAMPHOR 8 FT. 30 FT. 15 GAL. 9
MR. JAMES FRET AND /OR SIDEWALK. 990 SF (SIDEWALK) (FOREGROUND) TREE O.0
FOR DISE UNE ROAD CONSTRUCTION 9 ADJUST VALVE COVER TO GRADE 1 EA BENCH MARK.' + MILLIKEN AVENUE PINUS CANAR/ENSIS CANARY ISLAND 8 FT. 25 FT. 15 GAL. 3
S. GENERAL TELEPHONE COMPANY (800 483-3000) O (E3ACKGROUNO) PINE O.C`
FOR UNDERGROUND SERVICE f0 RIGHT TURN LANE PER CITY STD. PLAN NO. 119. BENCH MARK No. 96-8 AT THE N.W.C. OF RAVEN AVENUE AND
C. SOUTHERN CAUFORN14 GAS COMPANY (800) 427-2200 11 RELOCATED EXIST. ST. LIGHT FROM STA. 123+85 TO BEHIND CURB AT STA. 124+01.28 1 EA 19th Sr 44 FT. W. cl HAVEN AND 83 FT. N. cl 19th ST. SET
1981 W. LUGON14 AVENUE O TO BE COORDINATED WITH S.C.E. AND PAID FOR BY DEVELOPER, LAMP TO BE 9500 LUMEN. DRIVE P/N W/ C.S. TAG /N TOP AT THE E. ENO OF A HEADWALL
REDLANDS, CA 92373
FOR 3-24 CMP-ECFV. 1430.686
D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 12 REL OCA TED EXIST ST. LIGHT BEHIND CURB TO BE COORD/NA TED N 771 S C.E. 1 EA
9641 SAN BERNARD/NO ROAD AND PAID FOR BY DEVELOPER, LAMP TO BE 9500 LUMEN. REPLACE 4' MAST ARM TEMPORARY BENCH MARK i' IRON PIPE AT THE
RANCHO CUCAMONGA, C.A. 91730 WITH 8' MAST ARM. CIL INTERSECTION OF F007H/LL BLV9. AND ROCHESTER
E METROPOLITAN WA7ER D/S7RICT (909) 593-7474 AVENUE, NORTH SECTION 6, T. 1S, R.6 W., S B.B.&M.
700 N. MORENO AVENUE 13 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND
LA VERN£, CA. 91730 ON SHEET 1.
F. SOU771ERN CALIFORNIA EDISON COMPANY (800) 655-4555
7951 REDWOOD AVENUE
FONTANA, CA 92336 CIVIL ENGINEER.' SOILS ENGINEERS DEVELOPER:
G. PACIFIC TELEPHONE COMPANY (714) 999-5839
19.774E FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE' RQAQWAY PAV£M1NT MADOLE & ASSOCIATES, INC. LE/GHTON AND ASSOCIATES K8 HOME Greater Los Angles Inc.
SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN CONSULTING CIVIL ENGINEERS 14125 TELEPHONE AVENUE 801 CORPORATE CENTER DR., SUITE' 201
171E ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS AND PLANNERS SUITE 1 POMO/VA, CNA. 9168-2641
INCLUDING ALL GRADING HAVE BEEN COMPLE7E0, AND ALL UNACCEPTABLE 10601 CHURCH STREET, SUITE 107 CHINO, CA. 91710-5770
SARK CT/ONDO�W ROADWAY
YITY IMPROVEMENTS
ARE REMOVED AND REPLACED TO THE RANCHO CUCAMONGA, Co. 91730 CONTACT JARY COCKROFT DESCRIPTION of REVISION a4TE APPROVED
CONTACT- PHILIP A. BUCHIARELLI, PHONE- (909) 802-IIJJ
20.0N 171£ INTERIOR STREETS WHERE SIDEWALK /S ADJACENT TO 171E CURB, CONTACT: MARK BERTONE CEG 1715 CITY o f RA NCHO C UCA MONGA
171E INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYORAN7S PHONE: (909) 948-1311 PHONE • (909) 590-4909
SHALL BE LOCA7E'0 BEHIND 771E SIDEWALK. PRIVATE ENGI NEER S NOTICE TO CON TRA C TORS TR,
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UnIUnES OR STRUCTURES NO. 16512
SHOWN ON THESE PLANS ARE OBTAINED 8Y A SEARCH OF AVAILABLE RECORDS; A41LLIKEN A VENUE
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISI7NG UnUT7ES EXCEPT EXISTING SURVEY MONUMENTA TION
IRED TO TAKE
PRECAUnONARY MEASURESPUWSTO PROTECT THEnjOSE SHOWN ON MESE . THET U UTY LINESTOR ISE SHOWN ON THESE QUUE I HEREBY CERTIFY THAT l HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD �PL
0
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY �� S TREE T IMPROVEMENT PLANS
S/B/UTY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS:
SHOWN ON THESE DRAWINGS. No. 4756 TI TLE SHEET
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD 8E DISTURBED BY THIS PROJECT. Exp: s-so-Zoog APPROVED BY• DATE.• Ls Old
18/UTY FOR THE JOB SITE COND177ONS DURING THE COURSE OF CONSTRUCTION
OF 7HIS PROJECT,• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY• THAT ` AA
CITY ENGINEER RCE.' 2495,3
Underground Service AIert THIS SHALL APPLY CON77N000SLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; LUTED: - �� cru �F9 RN s s F
�-���=-- � - ------------------
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER WM. ROARO JASSO R.L.S. NO. 4756 � '1Fy� DESIGN MADOLE & ASSOCIATES, INC. RECOM 0
CALL AND THE ENGINEER HARMLESS FROM ANY AND ALL LkWIU Y, REAL OR ALLEGED, w No. 62183 � m FS/PFH CONSULTING CML ENGINEERS
TOLL FREE /N CONNECTION WI7N THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING tx X AND LAND PUWNERS
FOR L/AB/UTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE Exp: 9-30-Og DPAAN SHEET
—8OO ENGINEER. ��q CI v�� ��� PFH JV 10601 CHURCH CUCAMON(A CA .917M j OF�
2 2 7—2 6 0 0 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT TFOF CA��Fp� / (9o9I 94a-�R >
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CHECKED RCE No 62183 DRAWING 710.
TWO WORKING DAYS BEFORE YOU DIG
FS DATE 3'<<•O FILE No 1959 11
PROJECT SHEET NO._AC_OF r4.. DA Tf MARCH 01_200_4__
J:uS9-1&9A�¢traetclstOl-165t9 dwn.03/1119004 0q:4VM AM iv
BENC
- --- 96-3 Ar THE hLW.C or
HAV AVENUE AN 1Sr44
1
EN VE UE D 9 S FT. W. CL
DRIVE PIN WIC.S. TAG IN TOP AT THE
- - - -- - - -
- - -- - - E END OFAH WAL FR3 4
EAD L 0 2 C P
ELEV. 14 y
30 688
T r
f 1
I
PORARPEAr
THE C.L INTERSECTION BENCH OF1 FOOTHILL IRON I8LV0.
- -- -- - - - - -- —L- --- -- -- -
- - -- - - -- -- --- - -- -- --- --- AND ROCHESTER AVENUE. NORTH SECTION 8,
- - - - - - -- �- -�-- --- -- -�- - - -- - T. 1S., R.6 W., S.8.B.& M.
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120+00 121 +00 122+00 PLAN 1� 40' 123+00 124+00 125+00
SCALE IN FEET
o $ o 160 s�A�e. 1,• CONSTRUCTION NOTES
40
OCONSTRUCT 5" AC PAVEMENT (MIN) OVER 4" A.8.
I - - - -`� 2� CONSTRUCT 8"CF CURB AND GUTTER PER CITY STD. PLAN NO. 104
0, --" r ? — O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 103. W-6'
=� ==_ o_ - _ _ - O4 CONSTRUCT DRI VEWA Y APPROACH PER Cl TY STO. PLAN NO.101-C
- - - -_ - - - W=35
'.•`- - � _ =�3 S R�— 9 L. INn SA WCU T
MILLIKEN AVENUE o - o a
0
123+fi6.i _ _ I 6O RELOCATE AS NOTED
EX ST. LT. STA: 123+�5 6
_ 25.-- -
p t---- -- PROTECT /N-PLACE
p-�---�1� —.�- — � �.-- "� -- --- L
- CLJ �-
-� MEDIAN EX. 12 wA — -----�-`
UR GU TER ' EX' s- G — - — ' --a O (�� 8 REMOVE EXISTING CURB, GUTTER AND /OR SIDEWALK.
EX. _ - -6- - _ - 13 V.4
i- O
- - V) _ - fi 7l
p o �5 j � 6- -� I GUTTER O -a `! o EX. 4 GAS 9 ADJUST VALVE COVER TO GRADE
a22---� _ j' 9 SFJ FAX. CURB I V y O
� — to
- � EX.
- 3 _ _ _ _ =I O RIGHT TURN LANE PER CITY STD. PLAN N0. 119.
r 10 + - -
G. - -' 8 a - �--• - - _ - w 11 REL OCA TED EXIST. ST. LIGHT FROM STA. 123+85 TO BEHIND CURB A T STA. 124+01.28 TO BE
COORDINATED WITH S.C.E. AND PAID FOR BY DEVELOPER, LAMP TO BE 9500 LUMEN.
13 -� -°- - '",-" 7.
\\ - i I 12 RELOCATED EXIST ST. LIGHT BEHIND CURB TO BE COORDINATED INTH S.C.E.
... �' - - 4 f- - T. SIDEWAY O AND PA/0 FOR BY DEVELOPER LAMP TO BE 9500 LUMEN: REPLACE 4' MAST ARM
- - - - - - - -- - EXIS
YNTH 8' MAST AST ARM.
NO 13
PA 1 13 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND
r _ o 13 13 R R/W ON SHEET 1.
-1 151
/ cT• + 13 �? v� 7 o m a
R W N � t'_' 7 ��-' o N w m kr v
EXIST. CATCH BASIN " N� ,�,� �� :+ y n
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o DESCRIPTION of REVISION SATE VPR0VE0
-,, w w W
CURVE TABLE z
Cl T Y of RANCHO CUCA MONGA
CURVE DELTA RADIUS LENGTH TANGENT p + �P,M. m 53x9
C1 2122'07" 84.57 31.54 15.96 OP � Tr NO, 16512
C2 2072'07" 84.57 29.82 15.07 PAR' -�
C3 2'17'04" 294200 117.29 58.66 12 A41LLIKEN A VENUE
C4 9029'53" 8.00 12.64 8.07 S TREE T IMPROVEMENT PLANS
C5 90.34'29" 1200 18.97 1212 MILLIKEN A VENUE STA. 121 +51 . 41 TO 123+96.28
APPROVED BY.' • DATE.% �� d K
Underground Service Alert Fp THOMAS s Fti
4RpFESS,�j1,- CITY ENGINEER ,U RCE, 24953
�F�i DESIGN 94DOLE & ASSOCIATES, INC. RECO MEN
CALL No. 62183 am FS/PFH CONSULTW CML ENGINEERS
R AND LAND PLANNERS
TO F•` � Exp: 9-30-03 DRAWN SHEET
227-2600 Fo 10601 O URCHCW STREET, suirE 107
`�'9T Cl v►�- �`'\P PFH/JV ���9 948-1311 _-Z 91730 2 OF 2
OF AU CHECKED RCE No 62183
4
DRAWING N0.
TWO WORKING DAYS BEFORE YOU DIG FS DATE ' ('o FILE No 1959
PROJECT SHEET NO.._.A: _OL,4pA TIS WRCH o 1. 2004 _
1:1659-1fiAAlstraatclst(l�-1fi5f�dwn ON1112004 0%-,3A 41t AM.iv
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