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Home My WebLink About1497-1Y t� � lI.M� MCNtl! z % 11 A AM ArtIluc o s 3 rb PROJECT SITE SAM oast V" 91140IPt out to LOCATION MAP 1W 10 XA" fAl5TI MR 10" It 6 A 51E E L INAIER UNE e '1 Npr � 20 4 � LX15TInG 0'• V•G• r. 5GW�ft _ �'-_�__ =�NE� ��, .-�. -� �_ �� .� -�� w� �� .�� • �� Ate• �. .,�_ `• \\ INDEX MAP \ PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THIS OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2.' IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS FEQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S REPSONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT RE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL REPSONIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. SE'wER I OC vc P OSER 1•-4•50*yE 49"--04 dl 1 GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO 'THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD 1 UIVN SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. • 12 "'� "'�2 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT MNERS RACT N OTHERWISE NOTED. 4. ALL UNDERGROURD WORK SMALL BR C0I4PLETED PRIOR TO PAVING DI!" STREETS. ' i S. EXISTING UNDERGROMM UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. ' 6. THE MALLS AND FACES OF ALL EXCAVATION'S GREATER TRM FIV( (S) CONSTRUCTION NOTES AND QUANTITY ESTIMATES FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING �- OTHER E DIVALENT MEANS NO. ITEM I t t i- UNIT I 1 TR 12061 1R 12f %-I �1 Y t� � lI.M� MCNtl! z % 11 A AM ArtIluc o s 3 rb PROJECT SITE SAM oast V" 91140IPt out to LOCATION MAP 1W 10 XA" fAl5TI MR 10" It 6 A 51E E L INAIER UNE e '1 Npr � 20 4 � LX15TInG 0'• V•G• r. 5GW�ft _ �'-_�__ =�NE� ��, .-�. -� �_ �� .� -�� w� �� .�� • �� Ate• �. .,�_ `• \\ INDEX MAP \ PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THIS OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2.' IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS FEQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S REPSONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT RE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL REPSONIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. SE'wER I OC vc P OSER 1•-4•50*yE 49"--04 dl 1 GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO 'THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD 1 UIVN SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. • 12 "'� "'�2 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT MNERS RACT N OTHERWISE NOTED. 4. ALL UNDERGROURD WORK SMALL BR C0I4PLETED PRIOR TO PAVING DI!" STREETS. ' i S. EXISTING UNDERGROMM UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. ' 6. THE MALLS AND FACES OF ALL EXCAVATION'S GREATER TRM FIV( (S) CONSTRUCTION NOTES AND QUANTITY ESTIMATES FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING �- OTHER E DIVALENT MEANS NO. ITEM QUANTITY UNIT TR 12616 TR 12061 1R 12f %-I �1 INSTALL STANDARD MANHOLE PER CITY 0! CD 3 FONTANA STANDARD DETAIL 112. EA. Z� INSTALL TERMINAL MANHOLE PER CITY 0! EA. 2 FONTANA STANDARD DETAIL 111 CASE ,�(I �3 INSTALL 8• VITRIFIED CLAY PIPE PER CITY 0! FONTANA STANDARDS AND ��09 223 b 04 1160 SPECIFICATIONS. L.F.�J INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125. 24(05 L•F•1 860 775 830 �5 INSTALL 8" WATER TIGHT PLUG WITH TIGHTEN- ING BAND. EA. O INSTALL CONCRETE ENCASEMENT PER DETAIL THIS SHEET. L.F. Siam , 3LOPING OF THE GROUND OR Q • TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEXERT MAY BE EXPECTED. ` y 7. THE CONTRACTOR(9) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1. 1.6. 6. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. :I 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. � 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL B't ALL RIVER L AMRAL s TO' DE EX TENOFD 6 � 29E#/ND f1IfON7 CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO ('RADE. BY PAVING CONTRACTOR AFTER PflOfflf7r LINE (Sff OeXL - 7115 5112 7) (f MALT/DIV A107'hWUlPeI9 COMPLETION OF PAVING. [.� QUINTI T%/) 13. ALI, 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% 4~ COUPLING 4" )TV QIIANT17 ii MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS MIN. O.D. MIM. ADDED MRMAL - T L�I� . ONE LAYER OF IS Ib. BULDNG PER STD 125-A. PAPER AS BOND BREAKER 301.fW55D�"I�G•P. TOTAL - I9� L.f • ' AROUND PIPE 8sCOUPLINGSID L.f Lf.3S �"S,LA7. TOTAL - Q� �J L,/r 14 . TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LIMB . I . , � .�, 1°;. '� •• �.:' i' =i: • • ��=' = Z WITH A PLUG. � PROVIDE FLEXIBLE JOINT,' J,j• 15. CHRIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER EXTERIOR TO a WITHIN I LATERALS BY THE SEWER CONTRACTOR. -t OF ENCASEMENT ENDS' 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TRE AOR I ZONTAL LOCATION AND VERT I CAL ELEVATIONS OF ALL UT I L I Tl owes" CLASS I CONCRETE CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR ?0 THE SERER !, ��- �-• - ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER _ •' -•L �' s-' 'PRIOR TO CONSTRUCTION. ,•,L + + . T 9-4► c.,. all: . • ' . s 17. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL . `"~ • ' CONCRETE ENCASEMENT UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED •40 TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, Ike .rN - ' w s .T. S. LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED NATER. SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS ,•• --3T a �L PRIOR TO EXCAVATION NEAR THEIR FACILITIES. NOTIFY: t k � , � • .. •• � • . - - - - - - - - CITY OF F08 ANA53 SIERRA AVENUE i -j- -.•r«. FONTANA, CALIFORNIA 92335 s = CONE NAl F-SECT1id�1 TELEPHONE (714)350-7610 �•.• i � •� =�N!" 1 t Pry -cost RCS / , ""7,�11.�i1,�' �� - �..�I 1.—. U.- _ -.� SO. CAL I P . GAS COMPANY -DISTRIBUTION FACILITIES �TOP�R� �. SIFrLECTED NATIVE SOS .Ir 570 4TH STREET, P.O. BOX 6226 w's w. I MAX. SIZE � �s_� RSI � • � ..r� o SAN BERNARD I N0, CALIFORNIA 92'408 _ COMPACTED TO 90 'r. • ,' ti + •' ,y TELEPHONE (714}884-9411 OR (800)422-4133 • • •� • �,_ ._ ti -. �.. - ,... ,; r, = 30 CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT ' -�— -�- '- - % .: , ''' it i ;.i •� ' :'�', ` •+ 2191 BIRCH STREET • • • ' *eta . a+, awe do ` •' MAX.•'SIZE SELECTED • , - 1 I -1,:�, BREA, CALIFORNIA 92621 . • NATIVE BEDDING • TELEPHONE (714)529-2889 OR (800)422-4133 �._a-W DETAIL I_ o COMPACTED TO 90/-.�. ;.�.: d d SOUTHERN CALIFORNIA ED I SON COMPANY .♦ l NOTES - 1351 E. FRANCIS AVENUE, P.O. BOX 513 �••'•• L lee 34d. Detail Nos. 9, II36 114 for daror •' CALIFORNIA 92621 ONTARIO, junctlon detalls and typ+cal functions. L Eccentric cone rnny be used in lieu of = Y TELEPHONE ( 714) 947 -2996 -UNDERGROUND POWER PLAN Concentric cones.qr (714)875 -5100 -TRANSMISSION \ l The lowest a+anhok step sUnM be placed 1/4" TO 3/4" ( _ -1 IeS3 than 16• nor move than 2t'abave shclf. (213)637-1233—PIPELINES, OR • ROCK SEDgMIG ' (1300) 422-4133,; FM 117IZ1Ti fASfA/fNT -r�• - _ (The upper manhole step shall be placed between the tap of manhole and the manhole cover ffrarne and shah projed • GENERAL TELEPHONE COMPANY �� not more than 3" inside Tannole. TYPICAL BEDDING FOR 8 VCP TYPICAL BEDDING FOR d VCP 245 N. MOUNTAIN VIEW AVENUE All ta sMN be ma�rred. POMONA CALIFORNIA 91766 � 1 o In+ s 6.3/r q�w. iron ste or plastic nep3 10' OR DEEPER LESS THAN 10 DEEP per A"S TM A- 82, PA3TM C - 4713 TELEPHONE (213) 357-2257 OR (800) 422-4133 5"a'40 LIVEIA S TM Ty pt U G rade 43 T 3 8 . N • T S . N T. S . SAN BERNARD I NO COUNTY FLOOD CONTROL DISTRICT `�: , 825 EAST THIRD STREET 1 � These Record Drawings have been prepared based on information SAN BERNARDINO, CALIFORNIA 92408 PLASTIC T►C,MT PusTic PLUG Q STANDARD PRE -CAST MANHOLE submitted in part by Babco Construction Company and COC Survey TELEPHONE (714)383-1665 PNuc N/ T1GMT[NtNG 944031 Systems. While this information is believed to be reliable Musser PACIPIC TELEPHONE, TELEGRAPH COMPANY PER CITY OF FONTANA STANDARDS A /LT Engineering Consultants, Inc. is not responsible for its accuracy 3073 ADAMS STREET �+ RIVERSIDE, CALIFORNIA 92504 DETAIL 112 nor for errors or omissions which may have been incorporated into TELEPHONE (714)359-2585 OR (800)422-4133 t-vc PAmtR 4*- 4V wYt � these plans as a result. rvc.r ��cA� •- v°CWATER oi uTIGHT KNO PLASTIC L� a " , ,. w/TiGMTENING "NOS MIN 2% SLOPE UNLESS IVAIfX Musser En , ecivCw gineerin Consultants Inc. CITY OF FONTANA , CALIFORNIA OTHER'NiSE DIRECTED BY � 7 ENGINEER , C1//5ELE0 "o" IN 70)0 Of CUAd SEINE" j �� zea N. SAN G�ABRIEL BLVD. (818) 795-5182 PUBLIC WORKS DEPARTMENT. ELEVATION 3OiYTH 5WE CANYON CITf57 OR. ,� PASADENA, CALIF .. I S.St?` "7► prawn by ; scale: � CC. 30 - EASTERLY of A r z. K. SOUTHRIDGE VILLAGE LATERAL HOUSE CLEANOUT LicH T .5TO. #� 2375log -� 0° o !�? �° "' /,; 04sign---- TRACT N0.12696I - I j-2 Date SEWER L ELEI/. -195P 50 ® S�s�eb �•M• P Ld�A�d4E1R AD oN M u s4f}Tkt,3oPR un VielBe �M vEo of MUSSEL- R ` 40962 a • G M. SEWER IMPROVEMENT PLANS Z -?.�► �� PER CITY OF FONTANA STANDARDS DETAIL 128ROE 4090 — — i 21125168 6•101• ADDED HOTE5 SHT 1,04 3, 4 d IQ� ,� 4` " % cn•ek•d by : Dvrq• N•. I / proved N.T S. EN 5 GITY u*l Clot{L Y•�-• App 1491 4 REV. GATE DESCRIPTION GATE ,� EG. APP. APP. i,ITY ENGIN R R 18932