The URL can be used to link to this page

Home My WebLink About1209-1a1U�) NT/T/ES BY �35�•4�ES C04157N07,2F NO,.,P.�.qS�I s35�i CONSTRUCTION NOTES & ESTIMATED QUANTITIES 6� 1 /.f�,9SEIP P.%ASE.y' CONST. DESCRIPTION 'NOTE N0. QUANTITY UNIT SEWER 7�- CONST. 8" V.C.P. SEWER MAIN i/'�9EE At7rz-:: CONST. 4" V.C.P. SEWER LATERALf a -CONST. SEWER MANHOLE PER STD.D.WG 712 �ENl1T� r1f��ZIlI�Ij a-- CONST. SEWER ENCASEMENTS�-;CONST. SEWER TERMINAL CLEANOUT PER STD.QWG. 128 7O- INSTALL 8" PLUG 8a --REMOVE STUB SND JOIN V C P. /9/2 0- 7 2 2 2 G'� 942 /065 F-A Z 3 3 3 G 4 Ea 823-3411) 24 hours prior to starting work. a1U�) NT/T/ES BY �35�•4�ES C04157N07,2F NO,.,P.�.qS�I s35�i P.s�irsEa 393 P•s�.4sElll /.f�,9SEIP P.%ASE.y' 74207-4Z/ 8504 LF /380 /2G3 /9/2 0- 2496 2 2 2 730 942 /065 5457 L. F 3 /D 3 3 3 G 25 E.A. 1*01e.47n T*,rET wam,QFT 823-3411) 24 hours prior to starting work. MILLER /ND✓C/17E5 B PCS SEWE.R 1V,41vr 9 • E.A. ^ �y //V�/CATE.S. SE,GVEi'C Jti1►A/i� yOLE around their facilities. _ 7 Z - j j 1. /1 EA. TR. 10906- _ 3 3 4 EA. 1 I GENERAL NOTES: 1. All work and materials shall comply specifications with the and SEVV,ER 1PAPRIDVEk4ENT ,PLANS standard plans of the City of Fontana, Public Works Department dated 1975. 2. A 4" V.C.P. house lateral shall be constructed to each lot per, TRACT aAsLr uniE AVE. I � rR: �090�► JET S1-1EET"ti TR. /0906 ✓�'�E SHEET �' 7R !0906 - 4- 9EE9HEE7'i1l% L TR. /0906 -4 V/C/N/TY MAP S� SyEETnC:� 3 nwDT To scAtE TR. /09D113 - 3 T TR. IO9h�o-j `1V12AA7> 7 /0906 -Z �Z_%Vr��eY TR. /o 906 -2 TR. /090e, -/ Fontana standards. Each lateral shall terminate at the property FOR line with a 4" x 4" V.C.P. Wye with the Wye branch up. 3. Backfill to be in 8" 1 i fts if trench bottom and sides have an S.E. 1ess than 20. 4. Stomping of backfill permitted in 3" lifts. NON 10906 1 • I �I A11 materials b methods of construction to be subject to approval 471 of the City Engineer or his representative. PRGtlEC'T 4:-4z 6. Backfill 'material to have S.E. of 30 (Min.) w) J 7. a QI ^ � Inspection to be called for through the City of Fontana (714- �� ' 1*01e.47n T*,rET wam,QFT 823-3411) 24 hours prior to starting work. MILLER rR: �090�► JET S1-1EET"ti TR. /0906 ✓�'�E SHEET �' 7R !0906 - 4- 9EE9HEE7'i1l% L TR. /0906 -4 V/C/N/TY MAP S� SyEETnC:� 3 nwDT To scAtE TR. /09D113 - 3 T TR. IO9h�o-j `1V12AA7> 7 /0906 -Z �Z_%Vr��eY TR. /o 906 -2 TR. /090e, -/ Fontana standards. Each lateral shall terminate at the property FOR line with a 4" x 4" V.C.P. Wye with the Wye branch up. 3. Backfill to be in 8" 1 i fts if trench bottom and sides have an S.E. 1ess than 20. 4. Stomping of backfill permitted in 3" lifts. NON 10906 1 I MR - Iwo TR. /O 9065 - / • 5. A11 materials b methods of construction to be subject to approval of the City Engineer or his representative. 6. Backfill 'material to have S.E. of 30 (Min.) 7. All backfill to be certified by a soils engineer. 8. Inspection to be called for through the City of Fontana (714- �� 1*01e.47n T*,rET wam,QFT 823-3411) 24 hours prior to starting work. TR, 10906 -,�"j!C. Q /ND✓C/17E5 B PCS SEWE.R 1V,41vr 9 • All utility i companies n es to be given 48 fours notice prior to working ^ �y //V�/CATE.S. SE,GVEi'C Jti1►A/i� yOLE around their facilities. _ 10. The contractor shall keep a strict record of the location of all TR. 10906- _ Wyes, Tees, and sewer lateral stubs. Such records shall be the property of the City of Fontana upon completion of the contract. . Strict adherence to the requirements of this paragraph shall be imposed. TR• /0 90(0 - 4 l l 1M&fthole ^-a,"es 4 Covers JAdff he Co��truc�'ed �6" detew /tonrAed , P4wernen t G'ra efe by die Siwe r Contractor and shalt be a /ast-ed to -.�� '"irade bre 7eAe Ravin Co»t r&CfV L aft -L-A Comptefto n 0f 7" R. /0906, -# 12. All utilities shall be installed, tested and approved prior to paving. 13. - Prior to construction the contractor shall obtain permits from • the City of Fontana Public Works Department. 14. If any existing utilities or any other facilities conflict with 'I'A, • the proposed improvements, work shall stop and the engineer noti'fi ed immediately of this situation. 15. All existing elevations pertaining to proposed connections to • existing utilities shall be verified by the contractor. Any deviation the engineer shall be notified immediately. 16. Sewer contractor shall stamp an "S" on the curb at each house lateral location. TR./090th • 2. 17. Adequate stakes shall be set by the engineer to enable the con- �`,E�' el-12�-7E'7 _At?4- tractor to construct the work to the plan grades. TR• /0906 r1 18. All sanitary sewers shall be constructed of bell and spigot type vitrified clay pipe except as noted. ' 19. During excavation and construction of the sewer, the contrac- z for shall bear the responsibility for dust and sand control. - 20. "House Connection Sewer or House Lateral Sewer" shall mean a 3 I v `w _ branch sewer laid between the sewer main and the property line. 9,% 2 Z a q� b 21. All house connection sewer for single family residential use, Q / ti a �� ✓�"�/�/'lC'7 2 shall be four (4) inches in diameter unless otherwise provided. TR. /0906 -1 22. All manholes and cleanouts shall be fitted with standard frame and covers as specified on the plans.y Manholes may be either - co 0 of brick or precast concrete as specified on the drawings. / �V 0 23. As , uitt fPYa»s shaft be )%evWed to t*e atv A9Y -?%e si i 7 ` d , CO ntVOCt'Or I MR - Iwo TR. /O 9065 - / • TR. /O 9065 - / /VDT Tb S•CAL rF v t W I M N _ w , PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES Contractor agrees that he shall assume sale and crolete responsi- The existence and location of any tmd LUMU pipes or structures bility for job site conditions during the course of construction of shown on these plans was obtained by a search of available records, this project, including safety of all persons and property, that Tb the best of our knowledge there are no existing utilities except the requirements shall apply continuously and not be limited to as shown on these plans. The Contractor is required to take due normal working hours; and that the Contractor shall defend, indem- precautionary measures to protect the existing utility lines and any nify and hold the Owner and the Engineer harmless frau any and all lines not of record or not shown on these plans. liability, real or alleged, in connection with the performance of wo& on this project, excepting for liability arising from the sole neg- ligence of the Owner or the Engineer. BASIS OF BEARINGS: THESE PLANS WHERE PREPARED IN THE OFFICE OF: PRC T0UPS CORP. PHONE: 835-444T CITY OF FONTA_NA, CALIFORNIA ,"5r5� L//`�W 7W2�-: (:5�EAI,7 <Z /&Ue UNDER THE SUPE VISION OF: ''11/E/t/U,E � ��//��y 7,�' gGT' � ��9/7� � 7593 PUBLIC WORKS DEPARTMENT PRC Toups Corporation ,U �`%�` ��fi� DATE - Q� R.C.E. N0. DRAWN: H T�J SHEET E NO. M Town & Country Road, Orange, Cal fornla �d5 BENCH MARK: ,wo. s"OQ R E V I S 10 N S ,y, a01q SEWER IMPROVEMENT PLANS �Y � DESIGNED: Telephone (714) 535-4447DATE DESCRIPTION AL. DELGADO TRA C T NO.. 10906-1-.\/�O/�✓ ^/A'E A1' THE � /N'T,Ei�" de•'G'T/ON O� "/ttAr,�t AvE'^iuE Alma TCPAIIAPe A✓ArN��: CHECKED: OF,_,SHE ETS D. SD(/THW/OR TN A PIP" M 9 ^ C ► P � re4rj _ /3•Ct. *1" SCALE: _APPROVED: DATE: DWG. N0. A9 S�3►W/V CITY ENGINEER R.C.E. 18932. 2 Og • /VDT Tb S•CAL rF v t W I M N _ w , PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES Contractor agrees that he shall assume sale and crolete responsi- The existence and location of any tmd LUMU pipes or structures bility for job site conditions during the course of construction of shown on these plans was obtained by a search of available records, this project, including safety of all persons and property, that Tb the best of our knowledge there are no existing utilities except the requirements shall apply continuously and not be limited to as shown on these plans. The Contractor is required to take due normal working hours; and that the Contractor shall defend, indem- precautionary measures to protect the existing utility lines and any nify and hold the Owner and the Engineer harmless frau any and all lines not of record or not shown on these plans. liability, real or alleged, in connection with the performance of wo& on this project, excepting for liability arising from the sole neg- ligence of the Owner or the Engineer. BASIS OF BEARINGS: THESE PLANS WHERE PREPARED IN THE OFFICE OF: PRC T0UPS CORP. PHONE: 835-444T CITY OF FONTA_NA, CALIFORNIA ,"5r5� L//`�W 7W2�-: (:5�EAI,7 <Z /&Ue UNDER THE SUPE VISION OF: ''11/E/t/U,E � ��//��y 7,�' gGT' � ��9/7� � 7593 PUBLIC WORKS DEPARTMENT PRC Toups Corporation ,U �`%�` ��fi� DATE - Q� R.C.E. N0. DRAWN: H T�J SHEET E NO. M Town & Country Road, Orange, Cal fornla �d5 BENCH MARK: ,wo. s"OQ R E V I S 10 N S ,y, a01q SEWER IMPROVEMENT PLANS �Y � DESIGNED: Telephone (714) 535-4447DATE DESCRIPTION AL. DELGADO TRA C T NO.. 10906-1-.\/�O/�✓ ^/A'E A1' THE � /N'T,Ei�" de•'G'T/ON O� "/ttAr,�t AvE'^iuE Alma TCPAIIAPe A✓ArN��: CHECKED: OF,_,SHE ETS D. SD(/THW/OR TN A PIP" M 9 ^ C ► P � re4rj _ /3•Ct. *1" SCALE: _APPROVED: DATE: DWG. N0. A9 S�3►W/V CITY ENGINEER R.C.E. 18932. 2 Og