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Home My WebLink About1876-21377 G- / 7 -�5 141 9214/ IG 10 11 12 , 7/ I37, C, Wz ') '4) \ "Q (), z k 'N Q hN ".Y/.ST/NG 310 "SPC P �`9 O QV t� 1� N Iv RELIEF SWALE INET I L otic` Rn' DETA I L N0. �` s 3 4 5 �, 6 7 8 9 10 I I 12 I C� ,� �r 6• g4 L 29, 01,3, 89 O O k O Lffi 2 ' `� 3i. 32' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.0 m / • '' ` �8'// x 32'6tl , n l-S'E� .�TA/GS� Sh'Ts' 2 '3� ti A �J - �0 /i4G' NSF 3/0 (1 C. Q E S6i/WC- 64 ti �9. N 32 0.37 ' �.3 iG o C, c�flssJ- _ ,2 _ s�-"cv �a '0 N F'F. -=!983.1 �' - - - ° _ - 6e TSS 1-x /B 94' S 6 3 N o0 is ( ,°J8 � � o NB��'.5/'/0.5'i�-�!� � �.=. 1.x_4",2.c:P cCAs57Y �5. 98P.50 ,off` i S3 31.56' 44. 00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' m �Z 5.0. R O O O O 0 *e �m , 66 67 68 69 70 71 72 7 3 N 0� �V +at ,BL 4cKw,4 L L w ' LQ N V % � �i ti �`� I.0'iyl�l. S� SN T -3 Q ►� 14 15 n 2 _ - �r� art 3 14 15 0 + >n 16 0' 40.00' 40.00' \ 40.00' 14 _ q� h ,I 17 O 40.00' 4I 00' 36.60' t` 2 �� g 15+31�I ��y� 7EG1- 26 74 75 01 l9 Ql SEE s"F_--�T - �f- 6� U 5 01 m 25' 25' + -i ta' ta' 7 11 1 4.5' 45' A I`! ielOAS )20. C 7-E2A �• ; I Q �• N _VILLA' •••• s 9 NQS 1h N • _ ' ' _ �! . ,� IS CON5TRUCT CONCRETE COLLAR PER L. A.C. F C. D 5TD. 2-1)313 FoorIlva it INSTALL 3C," R._C. P C L A56 -' U W ~•�f '4 n PIPE LARGER THAN 1001 IN DIAMETER. THESE DIMENSIONS 77.62' 84.05'L 111 2 3 _ - /0 MAY INCLUDE THE THICKNESS OF ANY SHEETING. 15 -I. 31. 01I Co + 04.7 06_ 4� c (b) WHERE COVER IS 10' OR .LESS, ' W' MEASURED AT THE TOP OF =7 G Imo• a G 1e, - 2 5 THE PIPE MAY BE ANY DIMENSIONS GREATER THAN THE ABOVE SPECIFIED MINIMUM, UNLESS OTHERWISE SPECIFIED ON THE 104 131 °� 4 PROJECT DRAWING. P (c) WHERE COVER IS GREATER THAN 10' 'W' LEISURED AT THE TOP ' ti� v �-- 8. OF THE PIPE SHALL NOT BE GREATER THAN 10' FOR PIPE �ti � ti N C k 92' 108' IN DIAMETER OR LESS, OR 12`FOR PIPE OVER 108' IN DIAMETER UNESS THE CONTRACTOR AT HIS OWN EXPEN E �@ 2 6 PROVIDES CASE I BEDDING OR STRONGER PIPE. THE f` S8 J S `."L:z 2 DIMENSIONS INCLUDE THE THICKNESS OF ANY SHEETING. N�Z7- ti��s + 6 66 65, GENERAL NOTES 25I 7' ,8, zs' C . Bedding A shall be composed of sand, 3/4 -Inch or i/2 -inch 4 7 crushed rock, No. 3 or No. 4 concrete aggregate or 4s. gravel, or other granular material as specified, unless otherwise approved by the Engineer. Any of the materials listed with a gradation no coarser than that of p(J�C�r0 inches Incdiameteraandelarger, and bmaterialsrw14 a27 gradation no coarser than that of i/2 -inch crushed rock 21.? shall be used for pipe smaller than 27 Inches in s EES- R di ameter. Bedding Bhbe muof oedaltmateri I asspecifiedn1essotherwi sand se approved he A Engineer, and shall be completed prior to placing �++ balance of backfill. NO. 14373 � CAP. */#V 3 Concrete backfill, where called for on Std. Dwg. 2-0213 B"Hx32'' - PSFNCI-I MARK �d '� or where specified on the project drawings, shall be aP�/Mv IFI CONSTRUCT h/lA N l -(OL E N0. l PER L. A. C. F.c. D. 2 DIo2 R. R. SPIKE ON PP X74320 AT TIaE INTERSECTI �t �t�� ' O DETAIL N . I � 420-c-2000 concrete pouredwall to wall of trench from '� I� _ cc)NsT2UGT C.B. No. 3 PER L. A.C.F G. D. 2- D IG3 W-14' V 4.5. WV LD PER L.A.C. FC. D. 2 -D88 CASE "C" ON 4 top of Bedd I ng A to a minimum depth of 4 over top of #'4 BA,�'S�9 ort/ 0 , / OF JURUPA AVE. AND MULBERRY AVE. ELEV. 9145,+0 �`� c�u.0 pipe. Concrete backfi I i shall be used for R. C.P. and C�ivT�,2 /it/ /� L,671V61/T5 . 14 INSTALL 24" R. C. P. CLASS 11Z A. C. P. as required on Std. Dwg. No. 2-D213. (D 148° 44� 27" 5'8.00' 150.5'71 ouTs►P� cutevE O GONS�"RUC7 F?ESII7�NTIAL i�F�IVI=y�/ Sr17 C71z Gam_ IpO TO F.�O I^IERLC7 1-c�c T�17 2 07.32 0�' Ictvuc t--� G Oi�IST R �IG1-= <GONG��`T� 3 �r0ALJTT'e� (moo GP TRANS I r ICON TO 8" GP N !OI° 3-�' 4O" 20. oo' 35.47' 24. s3' o- +�_N ►�� O REVISIONS ENGR'S DATE CITY DATE Mc CUTCHAN NC. C OF FONTANA CALIFORNIA b n � ceNr�rz>_tN� CONSTRUCT GONC{�'ETI✓ CU128 �t�ID GUT-T'>=� g GF f�i2 f=01JT,�I�A STD 101. APPROVAL APPROVAL CO,� � C� IOI 37 40 38.00' a�. 1.O 4Co• �Z OF KNUC-J<L . Si'REET 1_1(51-1r-5800 LUMeN I-IIGN PiZesSURE SODIUM LAMP) CZf3l?A NEAO!s . 9onoC�'oo" 2U.00' moi. -•2' 20.00' cuRg R�E.Tuf?-N W� GU7' a�F LENSE LIGHT =IXTUR� • (N��I-�-M0 �`` s•G•�• 2698 MATARO STREET (818) 568-2474 PUBLIC WORKS DEPARTMENT 9000'00'' 20.00' -51. -0, 20.00' cU{zp } -11 9 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONT'ANA STD. 104P. P 92° 14•' 10" 20. 00' 3Z. 20' 2G. 80' ►N.SI� �uRY� 6 CONSTRUCT 4" THICK GONCI�ET'E SIDEWALK WIDTH AND LOCATION PER PLAN °� le u O G ON S T'R UGT STANDARD CROSS CUTT'r--R ANP SPRAN i7T_=LL. PER FON-rANA STD 104. G `.�2n I�i•' 10 .38.00' al. 17' 39.5'1' �N .�r�rs D=14ME: CONSTRUCT' CONCRETF- CURB AND GUT'rr_-R ( moo" CF. F��R CIr�dF r-�NT.�ANA STD. 101) 8 15-1"0,111o SS.GU 138.88 l4-1.9� �� NucWcu%� i CON.srRUCT /AC.OVeFZ C'OMF,�ICTED NATI\./� �C>IL_. (' mac= comjT. N07-4 Nv- 44 A 230 33' 23" X02. 00) 25.4' 12.83' KNuc 1-F_ R�Tu N CONSTRUGT-I ON N OTES DELTA iZAI�;11US 1-;;N(57TN TANGENT cbMmI:�IT-� PASADENA, CALIFORNIA 91107 Drawn by: SOUTH# RI DG E VILLAGE Scale: Approved: M S. I tt 40t Designed by: TRACT NO. 14237 Date: ERALD E. TUTT R.C.E. 14315 EXP 3/31/93 Date M. S. STREET IMPROVEMENT PLANS Checked by: ETC Dwg. No. Approved: M . S . CITY ENGINEER R.C.E. 2512C_ 1 7, J a 16 l 7 0 CO3v57,e41Cr 20 Z, F. c ,- 24" OQ. 14 V�1 h fZ-,A 93 ZTZ'. L N STORM DRAIN TRENCH DETAIL o CASE �. REINFORCED CONCRETE PIPE t TOP OF BEDDING B UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS. C ov&=/e BACKFILL AS SPECIFIED W loe -''I W j --__--EXCAVATED BANK OR SHEETING 9E6zUti-F:D N AS d SCREED BEDDING A TO FIT CURVATURE AND GRADE OF PIPE. TYPE OF SCREED AND THE .I- METHOD OF USE TO BE APPROVED BY THE ENG I NEER. , q �y�til. a BEDDING 8 Mlnl . 18 19 N 21 22 O.5 O' �,�. 1/15 D' MIN. 7 O 7 O 0@7 O 3 6 i i ' O BEDDING MATERIAL BELOW BOTTOM OF PiPE a BEDDING A C 10 73 �= . SHALL BE 1/12 D' FOR PIPES 39' AND 40.00' 40.00' a 2 2. • ' `` '� 4. 23 LARGER IN DIAMETER, AND 4' FOR PIPES LESS THAN 392 IN DIAMETER. IN NO CASE EXCAVATION TO THIS LINE PERM I TTED. SHALL IT BE LESS THAN i' BELOW ANY BELL OR COLLAR. 2 " z9 A � B`� 6" •� 14 4.0 3 1N zG 17 �'sz �� A- CASE III BEDDING BACKFILL AROUND PiPE 83..3/ 'CS, 24 (a) 'W' OF SPRINGING LINE SHALL NOT BE LESS THAN THE FOLLOW 1 NG. 6' FOR PIPE 60' OR LESS 1 N DIAMETER, i 0' FOR P IPE 63' TO i 08' INCLUSIVE I N DIAMETER AND 491, FOR ~•�f '4 n PIPE LARGER THAN 1001 IN DIAMETER. THESE DIMENSIONS 77.62' 84.05'L 111 2 3 _ - /0 MAY INCLUDE THE THICKNESS OF ANY SHEETING. 15 -I. 31. 01I Co + 04.7 06_ 4� c (b) WHERE COVER IS 10' OR .LESS, ' W' MEASURED AT THE TOP OF =7 G Imo• a G 1e, - 2 5 THE PIPE MAY BE ANY DIMENSIONS GREATER THAN THE ABOVE SPECIFIED MINIMUM, UNLESS OTHERWISE SPECIFIED ON THE 104 131 °� 4 PROJECT DRAWING. P (c) WHERE COVER IS GREATER THAN 10' 'W' LEISURED AT THE TOP ' ti� v �-- 8. OF THE PIPE SHALL NOT BE GREATER THAN 10' FOR PIPE �ti � ti N C k 92' 108' IN DIAMETER OR LESS, OR 12`FOR PIPE OVER 108' IN DIAMETER UNESS THE CONTRACTOR AT HIS OWN EXPEN E �@ 2 6 PROVIDES CASE I BEDDING OR STRONGER PIPE. THE f` S8 J S `."L:z 2 DIMENSIONS INCLUDE THE THICKNESS OF ANY SHEETING. N�Z7- ti��s + 6 66 65, GENERAL NOTES 25I 7' ,8, zs' C . Bedding A shall be composed of sand, 3/4 -Inch or i/2 -inch 4 7 crushed rock, No. 3 or No. 4 concrete aggregate or 4s. gravel, or other granular material as specified, unless otherwise approved by the Engineer. Any of the materials listed with a gradation no coarser than that of p(J�C�r0 inches Incdiameteraandelarger, and bmaterialsrw14 a27 gradation no coarser than that of i/2 -inch crushed rock 21.? shall be used for pipe smaller than 27 Inches in s EES- R di ameter. Bedding Bhbe muof oedaltmateri I asspecifiedn1essotherwi sand se approved he A Engineer, and shall be completed prior to placing �++ balance of backfill. NO. 14373 � CAP. */#V 3 Concrete backfill, where called for on Std. Dwg. 2-0213 B"Hx32'' - PSFNCI-I MARK �d '� or where specified on the project drawings, shall be aP�/Mv IFI CONSTRUCT h/lA N l -(OL E N0. l PER L. A. C. F.c. D. 2 DIo2 R. R. SPIKE ON PP X74320 AT TIaE INTERSECTI �t �t�� ' O DETAIL N . I � 420-c-2000 concrete pouredwall to wall of trench from '� I� _ cc)NsT2UGT C.B. No. 3 PER L. A.C.F G. D. 2- D IG3 W-14' V 4.5. WV LD PER L.A.C. FC. D. 2 -D88 CASE "C" ON 4 top of Bedd I ng A to a minimum depth of 4 over top of #'4 BA,�'S�9 ort/ 0 , / OF JURUPA AVE. AND MULBERRY AVE. ELEV. 9145,+0 �`� c�u.0 pipe. Concrete backfi I i shall be used for R. C.P. and C�ivT�,2 /it/ /� L,671V61/T5 . 14 INSTALL 24" R. C. P. CLASS 11Z A. C. P. as required on Std. Dwg. No. 2-D213. (D 148° 44� 27" 5'8.00' 150.5'71 ouTs►P� cutevE O GONS�"RUC7 F?ESII7�NTIAL i�F�IVI=y�/ Sr17 C71z Gam_ IpO TO F.�O I^IERLC7 1-c�c T�17 2 07.32 0�' Ictvuc t--� G Oi�IST R �IG1-= <GONG��`T� 3 �r0ALJTT'e� (moo GP TRANS I r ICON TO 8" GP N !OI° 3-�' 4O" 20. oo' 35.47' 24. s3' o- +�_N ►�� O REVISIONS ENGR'S DATE CITY DATE Mc CUTCHAN NC. C OF FONTANA CALIFORNIA b n � ceNr�rz>_tN� CONSTRUCT GONC{�'ETI✓ CU128 �t�ID GUT-T'>=� g GF f�i2 f=01JT,�I�A STD 101. APPROVAL APPROVAL CO,� � C� IOI 37 40 38.00' a�. 1.O 4Co• �Z OF KNUC-J<L . Si'REET 1_1(51-1r-5800 LUMeN I-IIGN PiZesSURE SODIUM LAMP) CZf3l?A NEAO!s . 9onoC�'oo" 2U.00' moi. -•2' 20.00' cuRg R�E.Tuf?-N W� GU7' a�F LENSE LIGHT =IXTUR� • (N��I-�-M0 �`` s•G•�• 2698 MATARO STREET (818) 568-2474 PUBLIC WORKS DEPARTMENT 9000'00'' 20.00' -51. -0, 20.00' cU{zp } -11 9 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONT'ANA STD. 104P. P 92° 14•' 10" 20. 00' 3Z. 20' 2G. 80' ►N.SI� �uRY� 6 CONSTRUCT 4" THICK GONCI�ET'E SIDEWALK WIDTH AND LOCATION PER PLAN °� le u O G ON S T'R UGT STANDARD CROSS CUTT'r--R ANP SPRAN i7T_=LL. PER FON-rANA STD 104. G `.�2n I�i•' 10 .38.00' al. 17' 39.5'1' �N .�r�rs D=14ME: CONSTRUCT' CONCRETF- CURB AND GUT'rr_-R ( moo" CF. F��R CIr�dF r-�NT.�ANA STD. 101) 8 15-1"0,111o SS.GU 138.88 l4-1.9� �� NucWcu%� i CON.srRUCT /AC.OVeFZ C'OMF,�ICTED NATI\./� �C>IL_. (' mac= comjT. N07-4 Nv- 44 A 230 33' 23" X02. 00) 25.4' 12.83' KNuc 1-F_ R�Tu N CONSTRUGT-I ON N OTES DELTA iZAI�;11US 1-;;N(57TN TANGENT cbMmI:�IT-� PASADENA, CALIFORNIA 91107 Drawn by: SOUTH# RI DG E VILLAGE Scale: Approved: M S. I tt 40t Designed by: TRACT NO. 14237 Date: ERALD E. TUTT R.C.E. 14315 EXP 3/31/93 Date M. S. STREET IMPROVEMENT PLANS Checked by: ETC Dwg. No. Approved: M . S . CITY ENGINEER R.C.E. 2512C_ 1 7, J a