HomeMy WebLinkAbout5001-1Met& mm
I ALL WORK SHALL BE IN ACCORDANCE WITH THESE PUNS, THE CITY OF FOOTHILL BLVD
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SANITARY SEWER LINES SHALL CONSTRUCTED OF BELL AND SPIGOT OR CITY OF FONTANA
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL BAND SEAL. TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CUSS AND
REFERENCE SPECIFICATIONS AND STANDARDS SWILL BE THE U SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR TRACT TEST EL)IT10nl
0o18822UNLESS OTHERWISE NOTED. V.C.P.
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT SEWER
DOCUMENTS TEAT CAN PRIOR APPROVAL OF THE CITY ENGINEER.
NOT BE
RESOD.
VED BY REFERENCE IMPROVEMENT TO PREC
PRECEDE
PROVISIONS IN THE "GREEN BOOK', THE CONTRACTOR SWILL IMMEDIATELY
27 SHORT VCP .STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.cr-
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
RANDALL AVE
CITY ENGINEER.
FACILITIES. AND
, VERIFY ELEVATION
AND LOCATION
OF CONNECTIONS. CITY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY PROJECT
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA .CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING ON THE PLANS.
. DIVISION PRIOR TO THE
START of ANY WORK. INSPECTION
COORDINATION SHALLBE REQUESTED AT
LOCATION
LEAST TWO WORK 29 ALL 4 HOUSE LATERALS SHALL BE I
TNG DA NSTALLED AT
YS PRIOR TO THE START OF A 2X MINIMUM GRADE
ANY WORK
IN PUBLIC
UNLESS OTHERWISE VICINITY MAP
ERWISE
RIGHT—OF—WAY WITHIN THEAPPROVED BY THE CITY ENGINEER.
N.T.S.
CITY LIMITS. CALL (909) 350-7610.
5 THE CONTRACTOR SWILL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 30 TERMINATE ALL 4" HOUSE SEWER LITERALS 3 FEET INSIDE THE LOT WITH
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL A PLUG 12' BELOW THE GROUND SURFACE WHEN PUBLIC UTILITY EASEMENTS
OF TRAFFIC CONTROLS, LATEST NON—METRIC EDITION UNLESS OTHERWISE EXIST NEXT TO THE STREET RIGHT OF WAY, THE LITERAL SHALL. TERMINATE 3
DIRECTED BY THE CITY TRAFFIC ENGINEER. FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
6 R SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 31 THE SEWER CONTRACTOR SWILL STAMP AN "S' IN THE FACE OF THE I I II I I I CONSTRUCTION NOTES EST�IIATF QUAIYiTTES
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL CURB AT THE LOCATION OF THE SEWER LATERAL I I I I I I I
TIMES. I I I I I I I 1�-- CONSTRUCT 8' EXTRA STRENGTH VCP SEWER
829 LF
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
7 THE CONTRACTOR SHALLL, OBTAIN A PERMIT TO PERFORM EXCAVATION OR PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 2 .
TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE AND ALL AFFECTED AGENCIES IMMEDIATELY. . — — — — — — — -i _ ........ I .. ........... — — - — —
..I L.. !.._ 1......
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STDDWG. N0. 2001 3 FA.
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 3�-- CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL do CLEANOUT PER 20 EA.
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING CITY STD DWG NO. 2005 (SEE GENERAL NOTE N0. 30)
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 4—BANGUI EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT UNE 1993 S.F.
11 10
OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND ,APPROVED — — — [D—CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" COMPACTED NATIVE 1993 S.F.
OF INIxISTRUL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN PRIOR TO PAVING OF STREETS. 9
FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR 6�—CONSTRUCT CONCRETE PIPE COLLAR PER GREENBOOK STANDARDS,
GROUND MOVEMENT. 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT CONCRETE CLASS 330—C-23
PAVEMENT PRIOR TO PLACEMENT.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF — — —
WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR U a
PON COMPLETION
13
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM OF PAVING.
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SWILL RESTORE ALL: — — — -
ELEVATION OF ANY EXISTING UTILITIES, AND r0 EXERCISE PROPER PRECAUTION SIGNING, STRIPING, BARRICADES. AND OTHER TRAFFIC CONTROL DEVICES TO 14 7
TO AVOID DAMAGE THERETO. THE CONTRACTOR SWILL CONTACT UNDERGROUND THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. I
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
EXCAVATION.
38 AS—BUILT DRAWINGS SWILL. BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY ENGINEER.3 6
COMPANIES INCLUDING, BUT NOT UMTED TO, GAS, TELEPHONE, ELECTRIC,
N
CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER,
CLAIMIED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND GALTRANS._.., r
------
ALL UTILITY COMPANIES SWILL BE GIVEN TWO WORKING DAYS NOTICE PRIOR GAY OF FONrANA, UTLff NOTFICA7M Lff 16
TO WORK AROUND THEIR FACILITIES. CITY OF FONTMA AT&T
8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 k 3" MAX SIZE NATIVE
12 THE CONTRACTOR SWILL NOT OPERATE ANY FIRE HYDRANT OR WATER FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 SOIL, COMPACTED 95X
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR
----
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE ( ) 350-6632 (714) 963-7964 — — — "I. 17 4
6" MIN. 6" MIN.
OPERATION AND WATER REQUIREMENTS. SO. CALIF. GAS COMPANY SPRINT
10" MAX.
1981 W. LUGONLA AVE 2592 DUPONT DR
1 MAX.
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE REDLANDS, CA 92374 IRVINE, CA 92612 — — — —
OTHERWISE NOTED. (909) 335-7967 (800) 659-9698 6" MAX SIZE NATIVE
SOIL, COMPACTED 90X
EMERGENCIES: (800) 427-2200 — — — 3 1" MAX. SIZE SELECTED
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE TIME WARNER CABLE —
S0. 1500 AUT
ENGIN
CALIF: EDISON COMPANY 0 CENTER DR
EER TO
NATIVE BEDDING COMPACTED
ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE I ��-� — — — — — TO 90X
300 N. PEPPER AVE ONTARIO, CA 91761 I
PLAN GRADES. THE CONTRACTOR SWILL BE RESPONSIBLE FOR THE RIALTO, CA 92376 (909) 975-3439
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 19
909 820-5598 — UNDERGROUND
DURING CONSTRUCTION. SUNESYS, LLC
909 875-5100 — TRANSMISSION 1325 FICO ST 1106 f
213 637-1233 — PIPELINES
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, 909 357-6505 —DISTRIBUTION CORONA, CA 92881 c
MONUMENT TES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY (951) 278-0400 -I-
ENGINEER. UNDERGROUND SERVICE ALERT
h
(800) 422-4133 `� �.::...:..... .....:
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TES AND BENCH MARKS, SHALL BE DONE FONTANA WATER COMPANY r waa,.t
BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
15966 ARROW BOULEVARD — ...............,' BF — 8" VCP/DIP '.f
MONUMENTS THAT FONTANA, CA 92335 -- __ —=.
SHALL �. DESTROYED AS A RESULT OF THIS CONSTRUCTION (909) 822-2201 '— — +——---�--
CONTRACTOR THE SHALL NOTIFY THE ENGINEER ONE
TYPICAL
BEDWI FOR 8"
wElx PRIOR TO CONSTRUCTION so THAT TEs TO MONUMENTS CAN BE RANDALL AVENUE
ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
LM THM V DEF
..... _......
NIS
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SWILL BE MAINTAINED
AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCYXP
VEHICLES.
SCALE: 1"=80' t
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF
DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES: PF!ATF NOTICE TC CONTRACTOF
19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT THE EXISTENCE AND LOCATr_ N OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN THESE LOCATIONS ARE APPROXIMATE AND SMALL. BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRAS
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
20 NO TRENCH BACKFILL SHAD. TAKE PUCE MMTHOUT PRIOR APPROVAL OF LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
THE CITY INSPECTOR.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED FRONTIER ENTERPRISES
21 A GEOTECH NC AL ENGINEER SWILL. CERTIFY ALL BACKFILL COMPACTION. CONSTRUCTION PRACTICES, HE WILL BE REQUIRED r0 ASSUME 8300 UTICA AVE, STE 300
FAILURE TO OBTAIN THE REQUIRED DENSITY SHAD. REQUIRE RE—WORKING OF SOLE AND COMPLETE RESPONSIBILITY FOR J013 SITE CONDITIONS DURING THE COURSE
THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND RANCHO CUGAMONGA,
PROPERTY THIS REQUIREMENT SMALL BE MADE TO APPLY CONTINUOUSLY AND GI. 91730
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHALES NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER (909) 354-8000
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
THE CITY ENGINEER MAY REQUIRE TEMPORARY NON—ERODASLE SWALES WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
ENTERING OR LEAVING IMS. OF THE DESIGN PROFESSIONAL
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR X915 OF B ARYM
AND FINISH TO MATCH EXISTING CONCRETE. L-KAUDAMM CI"IAIMM AND
THE BASIS of BEARINGS IS RANDALL AVENUE BETWEEN REDWOOD AVENUE AND
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE LIVE OAK AVENUE PER MB 205/45-46, N 8944'00"E.
SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE
THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PUNS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PIANS.
STANDARD DETAIL FOR TERMINAL CLEANOUT.
WE
REV. REVISION DESCRIPTION DATE ENGR. DATE CITY Prepared By:
940" OF FIEOIJ�D �NCE�KRpF E SS � �
ALLAAD ENGINEERING Q " CRY FONTANA CALIFORNIA
Q NOT C WRF/N PLANS PREPARED FOR � -9 SEWER
T ppm, /�� PLAN ® TWO YEARS OF THE DATE OF APPROVAL "UF 635" ALUMINUM MARKER LOCATED ON A �� ND J �7G f1 GR IMT fl V I GMENT r Lf1N
FRO1VTIrER LIGHT STANDARD FOOTING AT THE SOUTHEAST Civil Engineering -Land Surveying -Land Planning ,`� �� ��
814M HMO! MD CAFAW FORTW N A f
DIAL CORNER OF RANDALL AVENUE AND LIVE OAK / 16866 Seville Avenue >r p DRAWN BY: �p �+T �� .�ppnn SCALE
4 TWO WORKING DLK3R MIANNW THE CRY EAKI� MAY Z BKA 11 AC 1 IPJ. 22 (COWO
BEFORE DAYS BEFORE 8300 UTICA AVE, STE 300 AVENUE Fontana, California 92335 W No. 36052 m AS NOTED
YOU DIG YOU DIG REVWW TO THE PLANE TO RANCHO CUCAMONGA,'
Ex 6/30/2014 DESIGNED BY:
(9 9) 356- B 5 Fax (909) 434-1820 pG � DATE:
CA. 917302013
L IQ THL 1 NTO INCE WITH 0-1- r3 P' Q BKA dune,
TOLL FREE 1-800-227-2600 (909) 354-8000 X CI V �L � CHECKED BY: APP D' DRAWING NO.: �
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OONDffK � AFD BTA DAFM N QCT .E`%AT�N; 1135.29 NAND 88 Raymond J. Allard, A.C.E. 36052 Date '9 a . �p
(expires 6/30/2014) TF OF CA1-�F� RJA CITY GIN DATE. el
EER R.C.E. 51152 3
Filename: I:\zzzRay Misceloneous\ Ray—Luis—Reggie\ Randall Avenue\FINAL DESIGN\SHEETS\ 18822—SWR0l.dwg