HomeMy WebLinkAbout3370-1GENERAL DOTES
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FORL'ETV OF
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REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
V.C.P.
UNLESS OTHERWISE NOTED. SUMMfr AVE SUMMIT AVE
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT drxTRAC E A
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACTPRIOR APPROVAL OF THE CITY ENGINEER.
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED RAI'CHO �"
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. suMW AF CUC X.ONGA
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
CITY ENGINEER. FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY FWAaM RD
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. RD
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE ( I 7 ACCESSs
START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE I I
LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. SHEET 6 BAS E AVENUE I ` " D AVE
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. �-- — — —�� — — ° — —��— — — — - Sr Fes.
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH —»s — _ _ — _ _ _�,Z, ��_ _ _ _ ,zw �7,_ —,Z„ VrM Sr Q
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL A PLUG 12 BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS (i ---r
EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 — — --- 1 — — — — — — — — — — — — — — — — — — —
OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE / ' — — — — — — — — — 'b WAwur AVE
DIRECTED BY THE CITY TRAFFIC ENGINEER. FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. I � — � \ ��' a x FONTANA
I I/ M.H.#6
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE I i I 10 11 75 74 59 58 43 42 27 28 I
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL CURB AT THE LOCATION OF THE SEWER LATERAL I I RGUME AVENUE
TIMES. I II I
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE1 I
9 12 76 78 60 57 44 41 I
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER I i I ( i 28
TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE AND ALL AFFECTED AGENCIES IMMEDIATELY. I ( PROJECT
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING III oa 6 18 i 77 72 61 56 45 40 29 I Vr�C! ITY LOCATION
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. a
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET [� II M.H. 5 1 w U I i I N.T.S.
IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED I V 7 14 78 Q 71 62 H 55 46 89 28
OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION I I i „a fat 30 I
PRIOR TO PAVING OF STREETS. (I U
OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN i =• a ,C I i
FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT I 14 6 15 79 70 68 U 54 47 4 88 aC 22
GROUND MOVEMENT. PAVEMENT PRIOR TO PLACEMENT. I I 31 Q
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF 11 v 5 }, I V
WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE I 16 80 69 64 58 48 87 82 Q 21 J
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION I I a W — // N
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM OF PAVING. ( 4 O Lw — I
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE i I 17 81 �• 68 65 52 49 ® gg33 SUNFLOWER
CONTRACTOR TO DETERMINE, IN THE FIELD, _ THE TRUE LOCATION AND _ 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL C w I w LANE
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO D , C� ( g \ (� 3" MAX SIZE NATIVE
TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. �., i 18 8, 67 66 51 50 86 84 },� i
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE a q I M. H. 4 20 i ( SOIL, COMPACTED 95%
EXCAVATION. 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE > I I I 6" MIN. 6" MIN.
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY Z (II I O
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY ENGINEER. I LACK ORN DRIVE BLACKTHORN DRIVE 19 I i I 10" MAX. _ _ _ _ _- 10" MAX.
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, I 1 I I �,
CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, ( (( SOIL, COMPACTED 6" MAX SIZE NATIVE
RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. I i I - - - --- -- 1" MAX. SIZE SELECTED
ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR / 19 20 1 2 8 4 5 6 7 8 9 10 11 12 13 14 15 16 17
i AN ICA LA i i I NATIVE BEDDING COMPACTED
TO WORK AROUND THEIR FACILITIES. / TO 90%
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER CITY OF FONTANA, UTI' JW IVOTMCA17ON U -ST
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR MA0 8020a1 A802, ::«$•°: t'
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE CITY OF FONTANA PACIFIC BELL CO. M.H.#2 M.H.#3 x`. `®.g°'`� °f
8353 SIERRA AVENUE 3939 E. CORONADO STREET �' :; :• 01
OPERATION AND WATER REQUIREMENTS. FONTANA, CA 92335 ANAHEIM, CA 92807 SHEET 3Y CLo
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(909) 350-6632 (714) 666-5467 w
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE I °°j'°f "'µ o
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OTHERWISE NOTED.
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SO. CALIF. GAS COMPANY COMCAST ( CABLE TV )
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 1981 W LUGONIA AVENUE 1205 DUPONT AVE. — — — — — — — — INDEX HAP
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE REDLANDS, CA 92374 ONTARIO, CA 91761E — —
PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE (909) 335-7547 (909) 390-4738 �- SCALE: 1 "=100' 8" VCP
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING EMERGENCIES: (800) 427-2200 CRAWFORD CANYON MUTUAL WATER CO. /�—
DURING CONSTRUCTION. SO. CALIF. EDISON COMPANY ATTN: BILL VANDERKIEFT, JR. TYPICAL BEDDING FOR 0" VCP
300 N. PEPPER AVENUE (619) 868-6040 LESS THAN 10' DEEP
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, RIALTO, CA 92376
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY (909) 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY SHEET 2 NTS
ENGINEER. 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD.
213 637-1233 - PIPELINES ONTARIO, CA 91766
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING 909 357-6223 - DISTRIBUTION LEGEND
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY FONTANA WATER COMPANY EXISTING FIRE HYDRANT
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION 8440 NUEVO AVENUE
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE FONTANA CA 92235 0— EXISTING STREET LIGHT
WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE (909) 822-2201
ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. FAX: (909) 823-5046 — - — CENTER LINE
ESTITMATE OE
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND —W WATER MAIN CONSTRUCTION NOTES QUANTITIES
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED
AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY SEWER LINE W/LATERALS �— CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. DWG. NO. 128 1 EA.
VEHICLES.
—Q-- SEWER MANHOLE CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 6 EA.
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF o— SEWER CLEANOUT
DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. PRIVATE MENUS NOTICE TO CONTRACTOR: 0__ CONSTRUCT 4" VCP EXTRA STRENGTH SEWER NERAL &CLEANOUT PER 511 LF
19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES R/W RIGHT OF WAY CITY STD DWG N0. 125 (SEE GENERAL NOTE N0. 30) 20 EA.
OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. PUE PUBLIC UTILITY EASEMENT 4O— CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 1,078 LF
TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, 01WERGROUND STRUCTURES
APPROVAL. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE 5O— REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY DWG. NO. 131 2680 SF
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS - REMOVE AND REPLACE EXISTING CONCRETE CROSS GUTTER PER STD. 104. 50 SF
THE CITY INSPECTOR. LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE
LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING O7 — RECONSTRUCT BASE OF EXISTING 48" MANHOLE IN ACCORDANCE WITH CITY
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD STD DWG NO. 112 1 EA.
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF INSTALL BACKWATER CHECK VALVE 7 EA.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR I DOCUMENT
THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH --®— "
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE 9 RELOCATE EXISTING 12 WATERLINE AS NECESSARY PER FONTANA WATER DISTRICT. 1 EA.
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN, These Record Documents have been prepared
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FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, AGREES TO
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION SITE. based on information provided by others. The
THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE Design Professional has not verified the accuracy ,pp,
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ENTERING OR LEAVING IMPROVEMENTS. OF THE DESIGN PROFESSIONAL. UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. and/or completeness of this information and shall
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR not be responsible for any errors or omissions
UNAUTHO CHANGES AND USES: is a be ` orated herein as a result
AND FINISH TO MATCH EXISTING CONCRETE. _ '�, y ncor p � �o. 4397e
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE \ Exp. "C/o?
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR NOT MORE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE ASIS OF BEARINGS:
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF DATE L
THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA SECTION 36, T. 1 N., R. 6 W., S.B.B. &- M. ALSO BEING THE CENTERLINE OF BASELINE ° CAu���P
STANDARD DETAIL FOR TERMINAL CLEANOUT. AVENUE BEING NORTH 89'58'21" WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BENCH Prepared By: ICY OF FONTANA, CALIFORNIA
p $H o CONSTRUCTION
r OTO OF CE REQUIRED� PREPARED FOR: ALLARD ENGINEERING ��° \10 �s S"q
SEWER ISP i'E EST PSL
T�10 YEARS OF THE DATE OF APPROVAL CITY OF FONTANA BENCHMARK NO. 361. Civil Engineering -Land Surveying Land Planning ® Y
o YOUNG HOMES
- DRAWN BY. SCALE:
SHOWNfr.-AEON AND CARRIED FORTH INA 10370 TRADEMARK STREET 8253 Sierra Avenue � m DA/WF TRACT NO, 16403-1 AS NOTED
DILIGENT THE CITY ENGII' MAY RAILROAD SPIKE IN NORTH FACE OF POWER POLE Fontana, California 92335 w No. 43976 m
BEFORE DADIAL YS WBEFORE REQUIRE REVISIONS TO THE PLANS TO RANCTEL(9C09) 477 6A 91730 N0. 1536697E AT THE SOUTHWEST CORNER OF � Exp. 6/30/05 * DESIGDA/JWB T L SHEET NED BY. DA APRIL, 2003
( ) 715 SULTANA AVENUE AND BASELINE AVENUE: (909) 356-1815 Fax (909) 356-1795
YOU DIG
YOU DIG B M INTO CONFO = CE WITH FAX 909 477-672544125103 s� `P
O 9T O � V ► � fir` CHECKED B : '' AP OVED _ DRAWING NO.: 1
TOLL FREE 1-800-227-2600 CONDITIONS AlE1D STANDARDS IN EFFECT
David S. Hammer, A.C.E. 43976 Date F pF F O
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ' RECORD D��W//1/� 7z 3. `Z- ELEVATION: 1365.0O' (expires 6>30/2005) �A�� DS CITY ENGINEER R.C.E. 51f52'
Filename: M:\DWG\15908\SEWER\16403-1\SHEETI.DWG