HomeMy WebLinkAbout4249-1 GENERAL NOTES FOR SEWER IMPROVEMENTS ABBREVIATIONS
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND AC ASPHALT CONCRETE N NORTH
STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. AB AGGREGATE BASE No NUMBER
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO APWA AMERICAN PUBLIC WORKS ASSOCIATION NTS NOT TO SCALE
PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER CITY OF FONTANA ASTM AMERICAN SOCIETY FOR TESTING MATERIALS OC ON CENTER or ON CURVE
FOR RESOLUTION. Bldg BUILDING PCC PORTLAND CEMENT CONCRETE
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. BS BOTTOM OF STAIR/STEP PL PROPERTY LINE
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING BW BOTTOM OF WALL or BACK OF WALK Plcs PLACES
DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR V E M E N T S CF CUBIC FOOT OR CURB FACE Prop PROPOSED
E EWER 1 M P R 0 CI CAST IRON PVC POLYVINYL CHLORIDE
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TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. AST
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CIP CAST IN PLACE Pvmt PAVEMENT
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC CL CENTERLINE R RIGHT
ENGINEER. AT SCE / SCG UTILITY CORRIDOR CIr CLEAR or CLEARANCE Rad RADIUS
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES CMB CRUSHED MISCELLANEOUS BASE RD ROOF DRAIN CONNECTION
AT ALL TIMES. CMU CONCRETE MASONRY UNIT Reinf REINFORCEMENT •
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN CUP 06-05 / D R 06-06 Conc CONCRETE Ret RETAINING
DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. Dbl DOUBLE R/W RIGHT-OF-WAY
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF DI, DIP DUCTILE IRON, DIUCTILE IRON PIPE S SOUTH
THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE Dia DIAMETER S = SLOPE
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND D/S DOWNSTREAM SD STORM DRAIN
MOVEMENT. E EAST SIM SIMILAR
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBUC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT EJ EXPANSION JOINT SRW SEGMENTAL RETAINING WALL
PURPOSE. Exist EXISTING SS SANITARY SEWER
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE FF FINISHED FLOOR Std STANDARD
THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES 'I FG FINISHED GRADE StI STEEL
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, � /�`� FL FLOWLINE ST STREET -�`
AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE fl FSL FINISHED SURFACE TCT TOP OF CURB
ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. Q .
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, Glv GALVANIZED TG TOP OF GRATE
ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, �I Horz HORIZONTAL TS TOP OF STAIR
FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND e & HP HIGH POINT TW TOP OF WALL
THEIR FACILITIES. ///
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12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. \\/.
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/ JS JUNCTION or JUNCTION STRUCTURE Var VARIES or VARIABLE
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. I / / L LEFT Vert VERTICAL
13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. II /
14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK // LF LINEAL FOOT W , WEST
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION • // LP LOW POINT W/! WITH
CONTROL STAKING DURING CONSTRUCTION. /// Interstate 210 Min MINIMUM WPJ WEAKENED PLANE JOINT
15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION t > / (XS) EXTRA STRENGTH
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TO THE CITY ENGINEER. Water of Life o / GF
16. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, Community
SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND URVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED Church 3 W /��� PLAN INDEX
AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO W l� // Baseline Rood
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. Q ///
17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE 6i // PROJECT LOCATION SHEET NO. DESCRIPTION SEWER CONSTRUCTION NOTES: ESTIMATED QUANTITIES
SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL L ���
0 '�
/ Foothill Blvd - - - - 1 Construct 60" Dia Sewer Manhole per City of EATIMES.
h 1 - - TITLE SHEET Fontana Std 2001.
19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE '.
PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. �ox� /�//� 2 - - - - - - EAST AVENUE SEWER 2O Furnish and Install 8" VCP (XS) Sewer Pipe. • • 770 LF
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. ce / .� Plan & Profile (SCE/SCG Utility Corridor) O Construct 48" Dia Standard Manhole per City of 3 EA
21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE x� ( >
RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. �c / I a a Fontana Std 2001.
22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION Dom// O Construct Compacted Asphaltic Gravel (Min 4" 12100 SF
OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. ���// 3 4 Thickness) over Compacted Subgrade.
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23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. c�/// �lLEGEND5 Furnish & Install 6" VCP House Lateral Per 13 LF
24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE City of Fontana Std 2005.
BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL SMH
CLEANOUT. SANITARY SEWER MANHOLE O Remove and Reconstruct Interfering Portions of 65 SF
25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRAExisting Curb and Gutter and Sidewalk. See City
STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. VICINITY MAP +0+ FIRE HYDRANT Stds 1000, & 1006 as Applicable. Match .
26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. No Scale Existing Grades to Join •
27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN WATER VALVE
Remove by Sawcut and Restore AC Pavement • • 240 SF
ALIGNMENT. SS SS EXISTING SEWER LINE O with 6" AC over Compacted Backfill. See City
28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF of Fontana Std 1008 for Additional
CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR Wtr Wtr EXISTING WATER UNE Requirements. Note the Minimum Trench Repair
LOCATIONS SHOWN ON THE PLANS. - __ • ���" �// /'
Width Shown on Plan is Subject to Change
29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. / / Elec ELECTRICAL LINE U/G Pending Actual Field Conditions. Trench Repair
30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC \ - / / / Width Changes Must be Approved by the Public
UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED 4,--- ---------====-----,_-_,„_Miller . • 1I j�� / // Tele TELEPHONE LINE Works Inspector Prior to Repair.
FROM THE UTILITY EASEMENT. Avenue ICI:
/ / Cbl CABLE LINE
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. I / /////
32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE /
ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. / GAS GAS GAS LINE
33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. I I / /•
34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. / /
35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. /' // - - -
36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR I / / - - STORM DRAIN (Proposed)
UPON COMPLETION OF PAVING. // / S S SANITARY SEWER (Proposed)
37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC a I O / /
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 1 / / - - CENTERLINE
38. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD N > /DRAWINGS TO THE CITY ENGINEER. I / / / �� - - RIGHT OF WAY LINE OR PROPERTY LINE
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/' TRACTORS: -', w o �PRIVATE ENGINEERS NOTICE TO CONvia Veneto ` BASIS OF BEARINGS:
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES, LINES OR STRUCTURES SHOWN ON �� 1
THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR / THE BEARING OF THE CENTERLINE OF EAST AVENUE BETWEEN
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE O -! / MH#4 / N „
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES � , / \\> FOOTHILL BLVD AND MILLER AVENUE SHOWN AS N00'11 30 E
SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON _THESE PLANS. y/o // '`, ,/
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ER PER MB 201/98-99 & MB 189/63-64.
`ti �` ` UTILITY CONTACTS:
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE �,
PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE /. Z / / \ BENCH MARK: SEWER: UNDERGROUND SERVICE ALERT:
TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL / �r / CITY OF FONTANA 800-227-2600
COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT MH 3 / I �� City of Rancho Cucamonga Benchmark No. 10046 PUBLIC WORKS GAS:
OF LABOR AND, WITH STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION # I Elevation: 1213.685 909-350-6632 THE GAS CO.
SAFETY ORDERS." �a /, �' 909-335-7547
j 1,_ e ,- / /' (, Brass disk set in SCE concrete tower base stamped City of Rancho WATER:
Q°e, / / CUCAMONGA VALLEY 800-427-2200 (Emergencies)
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND � �� Quo �, � � / a, Cucamonga BM 10046 1987 on the east side of East Avenue,
/ / 0.25 mile north of Foothill Boulevard, at the most westerlybase of WATER DISTRICT
SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF �o TELEPHONE:
THE U.S. DEPARTMENT OF LABOR AND WITH STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL /, //oi�/ (o / Mira Loma Tower No. 223 � '►�� I 909-476-7031 GENERAL TELEPHONE CO.
RELATIONS "CONSTRUCTION SAFETY ORDERS." I / c, /� �� E. ,79'04, ELECTRIC: 800-227-2600
<♦ i% / `'�° / _. ti SCE AT&T
THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS MH#2 ���/ i� t / PROJECT SOILS ENGINEER: 909-820-5598 Underground
THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND _ ,� a - 646 714-666-5467
DURING 011 a� 17-131110
909-875-5100 Transmission)
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL �11"'Marsh 3 ALBUS-KEEFE ASSOCIATES, INC * 909-637-1233 Pipelines) CABLE
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, IDEMNIFY AND HOLD THE OWNER AND `��� SHEET INDEX MAP 1011 No. Armando Street 909-357-6223 (Distribution) COMCAST
THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION x\ / 1 I // No soave Anaheim, CA 92806 `�,�j� N1`�,el`' 909-390-4738
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE v cm
SOLE NEGLILGENCE OF THE OWNER OR CIVIL ENGINEERT . t /// (714) 630-1626 _ ,
A SHOULD CONSTRUCTION OF THE REQUIRED Plans Prepared By : QRorE• 4' CITY OF FONTANA, CALIFORNIA
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E IMPROVEMENTS NOT COMMENCE WITHIN TWO ��° E• N"��F EAST AVENUE SEWER
YEARS OF THE DATE OF APPROVAL SHOWN HEREON 4 Nolan Consulting, Inc �``\� o�9Z m DRAWN BY: East Avenue Sewer ® SCE SCG Utilit COrrldOf SCALE:
1 RCE 52646 K. Nolan / y As Shown
AND CARRIED FORTH IN A DILIGENT MANNER, THE 26901 Camino de Estrella, Suite D CUP 06-05/DR 06-06DIAL TWO WURKING * Exp. 12/31/08 * DESIGNED BY: DATE:
BEFORE tr„
DAYS DEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE Capistrano Beach, California 92624 K. Nolan TITLESHEST Mar 2007
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.d Ph: 949.240.7555 faz: 949.240.0755 qT � (/:i3V; Date 3 �� CHECKED BY: APP'OVED BY: / DRAWING NO.:
TOLL FREE -800-227-2600 I �,�,� PLANS TO BRING THEM INTO CONFORMANCE WITH f of cA��F� t 1
Q �,�� p RArW I N U5 �I��� K.�. Civil Eng/nearing and Project Management KELLY E. NOLAN R.C.E. 52646 K. Nolo 4- - DATEY. 4249
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. CI EN E R.C.E. 51152 2