HomeMy WebLinkAbout1941 GENERA L NO TES: HIGHWAY 210
1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THIS PLANS, THE CITY HIGHLAND AVENUE
OF RANCHO CUCAMONG4 STANDARDS, AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCT/ON - CURRENT EDITION. CONTR4CTOR
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE
TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER y __._r __._. ,, - - - -
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POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT
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SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR /N ski
ADJACENT AREAS WHERE IMPROVEMENT WORK /S TO BE DONE SHALL BE1�51"
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REMOVED, RELOCATED, OR PROTECTED /N PLACE AS REQUIRED AT NO ;£ � ,,.� � ` � 4 � �aa � � _ ; r � ��- . j :` ! r,� OF VICTORIA STREET
COST TO THE CITY OF RANCHO CUCAMONGA < or
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3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE ^ ;
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY d ,' _ t "` _ T .'' fir. ._` I r `
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DAMAGE TO EXISTING FAC/UTIES RESULTING DIRECTLY OR INDIRECTLY L A ;- x I # '' 1 - �� 1`, w
est- '... .._.. _ ---�- _....._E._. i.
FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN
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OBTAINED FROM THE ITV F H CUCAMONG4
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4. A PERMIT SHALL BE OB EO OM E C 0 RANCHO CUC4 0 GA � •- - `�= , :-; ,, -= n =; � �, r -� � \� ,�` � o
ENG/NEER/NG DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTIONCr
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WITH/N CITY OF RANCHO CUC4MONGA EASEMENT OR RIGHT-OF-WAY. I r ' I
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BASE LINE ROAD
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. �« --
PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT rt � � - d •y `
POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE ,w 5 Jf r - . ,
THAN 50 FOOT INTERVALS ADDITIONAL PAVING STAKES MAY BE REQUIRED ,
BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS 3 ( VICINITY MA P
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6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, ` _rt '`' ,.. N.T S.
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. < , -
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Z COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, <{
COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED "' - s - t T rj
AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH
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THESE COMPACTION TESTS SHALL BE SUBMITTED TO AHE CITY ENGINEER ; ,
FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR Y ` s� ELY
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SURFACING. -- T { W'LY E'LY R/W
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R/W R/w PL
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED sM = � f 12'
TO THE CITY ENG/NEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED E T i _ _° �A. I 8' HIGH PERIMETER/
TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT EAST AVENUE I SOUND WALL
PAVING. �, " c1 7'
44' 44'
9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL PRNA7£ LANDSC,AP£ EASEMENT
BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERM/NA- SEE LANDSCAPE PLANS
TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND T .;y 32' 32' 12'
EQUIVALENT OF AGGREGATE BASE. A IPI�VEMEN IMPROVEMENTS
1/4 .
VARY • u rv.:`
10.PAV/NG SHALL BE PERFORMED /N ACCORDANCE WITH R-VALUE AND PAVEMENT 7 5 = '
TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION
OF THE STRUCTURAL SECTIONS 15'
5'-10' LANDSCAPE EASEMENT R�
11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS SEE SECTIONS AT RIGHT PC
OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING s SEE SHEET 3 FOR STORM DRAIN IMPROVEMENTS y Lxxlsr. EXisr, 1/4 12'
ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR yF SEE SHEET 4 FOR STRIPING PLAN -�`_ _ == _ - I 8' HIGH PERIMETER/
DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A
QUALITY BETTER THAN THE NATIVE MATERIAL.
SOUND WALL
� MATCH IX/STING EAST AVENUE T 5'I 10'
12lF THE ASPHALT CONCRETE /S TO BE PLACED ON SUB-GRADE, A SOILS SAWCUT dt JOIN EXISTING
STER/LANT REGISTERED BY THE EPA FOR USE UNDER AC. AND P.C.C. I PRIVATE LANDSCAPE EASEMENT
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED EAST AVENUE
RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. INDEX MAP
1/4 .�.� PLANTER SEE LANDSCAPE PLANS
13.EST/MATE OF QUANTITIES /S PROVIDED BY THE ENGINEER ONLY FOR THE
TYPICAL SEC TION = A L `
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN N.T.S. N.T S.
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A
BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH /S NOT CONSTRUCTION NOTES FOR STREET TREES T.1. = 8.0 R = 82
SPECIFICALLY LISTED /N THE ESTIMATE OF QUANTITIES SHALL BE
CONSIDERED AS INCLUDED /N THE OTHER ITEMS OF WORK.
1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS.
14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A
AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE
FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY T. it located oa a Curr•the sides of the
15.ClTY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM ACrAJVlM"i C4040Ar rem/neN not p allot.but the
RESPONSIBILITY APPROVAL
FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. C amW V014AIX mmuewm width of tfa romp spuds b• s'.
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS 9. va•lip to 4y 1M ramp chat kew •
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CONSTRUCTION NOTES & QUANTITY EST/MA TES: 9. side t and roma thickneee:T;tell
ENGINEERING DIVISION. be 3'�/ .
16.WORK SITES AND EXTERIOR STREETS SHALL BE /N A NEAT, CLEAN, HAZARD N tow lo. Th romJ shell My a,tt'side do
FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 1 CONSTRUCT 5 MIN. AC. OVER 6 MIN. CLASS 2 AGGREGATE BASE 9,269 SF yy�� wit\ o groove•. Thappresrgteyoftwo
UPON REQUEST OF THE INSPECTOR. O ,I� e.33�m Cw sha l have trams rse broo • of romp
0(� Moa. a shalt Mw• 1ranWeru brramee turtou
OZ CONSTRUCT 8" CURB W/ 24" GUTTER "A2-8" PER CITY STD. PLAN NO. 104 486 LF i Blur•rorshw them the surroyadin
W =walk except wen located u comer
17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PR/OR of curb refuge.
TO FILL PLACEMENT. O CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103, 'W" PER PLAN 2,465 SF t t. whoa romp is located Is ceatw of curb
9 Ses Note It if located �Norm,it thal be grove is•herring-
" " /rte �,p,,,• potlwa with /V4 grooves opproamdall
18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS O4 CONSTRUCT CURB TRANS177ON FROM 8 CF TO 6 CF 110 LF s-S fA eentw of torr return 14�� e.g. se• grooving detail. Grooves
PRIOR TO EXCAVATION. PHONE NO. 1-800-227-2600 STREET TREE QUANTITIES CASE C stripe be aligned landparallel st c ns pmol
stripes to ducat blind pedestrians pat•
PROVIDED FOR YOUR CONV/N/ENCE ARE THE FOLLOWING. STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QTY. O CONSTRUCT ACCESS RAMP PER CAL TRANS STD. DWG, NO. A88 (CASE C) 2 EA appropriate crosswalk.
SPACE & DETAIL HEREON. Appra.31e#atopopprom.
A SAN GABR/EL VALLEY MUNICIPAL WATER D1STR/CT (818) 969-7911 O CONSTRUCT CURB OPENING CATCH SA PER Cl TY STD. PLAN NO. 300, 1 EA y` IW om$logos portion d two
MR. JAMES FRET 'W" PER PLAN R•fa"'ns Curb
FOR BASE LINE ROAD CONSTRUCT/ON EAST AVENUE EUCALYPTUS RED GUM 8' 30' 5 GAL. 12 p % - "� • • •- s• �'
O7 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 307. 1 EA , ., "• T•I:_ _ :► : •• •'
B. GENERAL TELEPHONE COMPANY (800) 483-3000 CAMALDULENSIS Tj
FOR UNDERGROUND SERVICE O SAWCUT / REMOVE EXISTING AC. PAVEMENT. 5,688 SF SECTION C-C s I Note • �• GROOVING DETAIL ��P� MAS-
C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 O9 CONSTRUCT I" MIN. AC. OVERLAY. 1,500 SF
1981 W. LUGONIA AVENUE 2^
REDLANDS, C4. 92373 10 INSTALL STREET LIGHT 9500 LUMEN H.P.S V. BY S.C.E. PA/0 FOR AND 5 EA No. 62183 N X
COORDINATED BY THE DEVELOPER O HANDICAP DAMP DETAIL (CASE C) Exp: 9-30-05
D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591
9641 SAN BERNARDINO ROAD 11 ADJUST WATER VALVE COVER TO GRADE 3 EA �qT�Cl V%�
RANCHO CUCAMONG4, C4. 91730 OFCAL�F
E. METROPOLITAN WATER DISTRICT (909) 593-7474 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 12 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 12 EA
700 N. MORENO AVENUE
LA VERNE, C4. 91730 13 REMOVE EXISTING POWER POLE / UTILITY 6 EA
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 1� CONSTRUCT CONCRETE HEADER PER CITY STD. PLAN NO. 534,
7951 REDWOOD AVENUE TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UT(UT/ES EXCEPT PRIVATELY MAINTAINED. (8' LONG) 24 EA
FONTANA, CA 92336 THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
G. PACIFIC TELEPHONE COMPANY (714) 999-5639 DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- STORM DRAIN
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHOWN ON THESE DRAWINGS. 31 INSTALL 18' RCP (D-LOAD PER PROFILE) 90 L.F.
IRESHALL NOT BE ROADWAY HAVECBEEN INSTALLEDUNTIL ALL , LITIES & UTILITY LATERALS ALL ON-SITE IMPROVEMENTS WITHIN THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- " 77 L.F DESCRIPTION 0 f REVISION DATE APPROVED
INCLUDING ALL GRAD/NG HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE IBILITY FOR THE JOB SITE CONDITIONS DURING AHE COURSE OF CONSTRUCTION ,32 INSTALL 30 RCP (D-LOAD PER PROFILE)
PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT O 2 EA CITY ® RANCHO CUCAMONGA
SATISFACTION OF THE CITY ENGINEER. THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK/NG HOURS, 33 CONSTRUCT JUNCTION STRUCTURE PER CITY STD, 331,
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
20.ON THE INTERIOR STREETS WHERE SIDEWALK /S ADJACENT TO THE CURB, AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, QD TRENCH REPAIR PER CITY STD. PLAN 120. 155 LF
THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
SHALL BE LOCATED BEHIND THE SIDEWALK. FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE TR. NO. 16335
ENG/NEER. 35 CONST. MANHOLE N0. 1 PER CITY STD. PLAN 318 1 EA.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT STREET, STORM DRAIN &
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SIGNING & STRIPING IMPROVEMENT PLANS
BENCH MARK: DEVELOPER: CIVIL ENGINEER TI TLE SHEET
EXISTING SURVEY MONWENTATION BENCH MARK No. 10063 AMERICAN PACIFIC HOMES MADOLE & ASSOCIATES, INC.
IA- AT THE CENTERLINE INTERSECTION OF EAST AVENUE 4959 PALO VERDE Sr, SUITE 8-110 OF THE INLAND EMPIRE APPROVED BY: DATE:
l HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD AND VICTORIA STREET 2 BRASS DISK /N CONCRETE CONSULTING CIVIL ENGINEERS CITY ENGINEER RCE: 24953
�t�ARO ✓ •• " MONTCLAIR CA 91763
Underground Service AIert THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLYSTAMPED DIVISION OF TRANSPORTATION EAST VICTORIA'. AND LAND PLANNERS
EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS. a ELEV,= 1342.346 DESIGN RECOMMENDED
CALL No. 4758 CONTACT: JOHN SHELL 10601 CHURCH STREET, SUITE 107 MADOLE Bc ASSOCIATES, INC.
TOLL FREE THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. EXP; 9_30_200 BENCH MARK ABOVE NOT FOUND; USE "HILT!" NAIL RANCHO CUCAMONGA, CA 91730 CB CONSULTING CIVIL ENGINEERS 06tA 1113.0}
AT B.C.R. 1N N.W. CORNER OF VICTORIA STREET AND PHONE. (909) 988-9000 AND LAND PLANNERS
DRAWN 10601 CHURCH STREET, SUITE 107
EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH MARK RANCHO U onoNGA 91730 SHEET
1 -800 sj �P MR. RON MAESTAS
d q� CTUF No. 10063 PRIOR TO THE DESTRUCTION OF PHONE (909) 948-1311 Di (�09�948-t3 1 '
TED. 1 23 03____ ____ BENCH MARK No. 10063
227-2600 >� aw--- --- -------------- / OF--!-
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CHA TEU DRIVE CONSTRUCT 5" MIN. AC. OVER 6" MIN. CLASS 2 AGGREGATE BASE
CONSTRUCT 8" CURB W/ 24" GUTTER "A2-8" PER CiTY STD. PLAN NO. 104
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i CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103, "W" PER PLAN
30' 30' W (S SCALE. 1 40' CONSTRUCT CURB TRANSITION FROM 8" CF TO 6" CF.
i� ,I CONSTRUCT ACCESS RAMP PER CAL TRANS STD. DWG. No. A88 (CASE C), & DETAIL ON SHEET 1.
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CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 300,N W" PER PLAN 5' 19DEe X 1' R/NC
R6 IRED A ONG EDGE1 PRO MENTS CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 307
SAWCUT REMOVE EXISTING AC. PAVEMENTSH _j
— CT 1 MIN. AC. OVERLAY NSTR
INSTALL STREET LIGHT 9500 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND�9 STuCHUE
N COORDINATED 8Y THE DEVELOPER
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(PRI VA TE) CITY ®f RANCHO CUCAMONGA
SPECIAL NOTE:
THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATONS AND
ELECTRICAL, EXCEPT FOR 66KV ELECTRICAL) ON HE PROJECT TR. NO. 16335EAST AVENUE SiDE OF EAST AVENUE SHALL BE UNDERGROUNDED FROM THE
FIRST POLE NORTH OF THE NORTH PROJECT BOUNDARY TO THE
FIRST POLE OFFE FROM THE SOUTH PROJECT BOUNDARY, STREET IMPROVEMENT PIAN
PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY,
WHICHEVER COMES FIRSTEAST AVENUE
(STA. 25+00.00 TO STA. 32+00.00)
CONTRACTOR TO VERIFY APPROVED BY: DATE:
Underground Service Alert PRIOR TO CONSTRUCTION. CITY ENGINEER A(jp 2L(?2 RCE: 24953
DESIGN MADOLE & ASSOCIATES. INC. RECOMMENDEDCALL CB CONSULTING CIVIL ENGINEERS 044 111.0.10)
TOLL FREE euRVE ABAND LAND PLANNERS
CURE DELTA RADIUS LENGTH TANGENT DRAWN 10601 CHURCH STREET TE 107
' —$00 RANCHO CV9�904 �f3`CAl 91730 SHEET
227- 600 9 90000035.0054.9835.00DJ 2 OF 4
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