Web: Elk Grove, Califimiia I 8401 L1guna Palms Way. Modification or Addition to Improvement Standards and Details
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1 Phone: Fax: Web: wwwelkgrovecityorg Elk Grove, Califimiia EK guna Palms Way GROVE - PROUD HmGE BRGHT FUTURE- Modification or ddition to mprovement Standards and Details Modification Number: SD-12-01; SD-13-01; SD and SD Effective Date of Change: 5/24/2010 Modification: 1 Revise Standard Drawing Nos SD-12, SD-13, SD-18 and SD-191 to increase the maximum depth of drop inlets from 4-5 feet to 8 feet This modification shall apply to all projects for which a tentative map and/or development application has not been made of the Effective Date, but may be applied to any project if the applicant so elects Effect of Modification: 1 ncreases the maximum depth of drop inlets from 4-5 feet to 8 feet, which will allow more flexibility in designing lateral drainage leads by avoiding conflicts with other utilities at crossings Request for Modification nitiated By: )Q C/Dan Wilson -- 5J Date Modification Reviewed for Conformity,' Consistency to Standards:, " c Ò t Public worirrtcity Engineer Date Modification to mprovement Stadards pproved: QO J g'-( l) Public Works Director Date
2 BCK OF CURB & GUTER --ì J P OF GUTER DRN PPE SZE S NDCTED ON P N PNS (MN 12" DM) TYPE 1 OR 1 CURB ND GUTER 1S" CONSTRUCT OR VERTC CURB BEFORE BEGNNNG TRNSTON ON TYPE 1 OR 1 CURB ND GUTER r-r5" --is" SECTON B-B BCK OF CURB & GUTER - 22" SECTON - TYPE 2-VERTC C&G 3- BCK OF CURB ; 1025" & GUTER i -- P OF 513" CURB & SDEWK SECTON C-C OPEN-BCK HOOD PPE CONNECTONS SH CONFORM TO STM C-923 PRECST UNTS SH BE BOOT TYPE OR COMPRESSON GSKET CST -N-PCE UNTS SH NCUDE WTER STOP GUTER NORM C & G DEPRESSED C & G GRTE 425" 1-425" FRME 1-225" SECTON - TYPE 1 & 1 - ROED C&G CURB ND GUTTER WTH FRME DET NOTES 1 STNDRD DEPRESSON FOR NET S 1-1/2" ND P OF GUTER MUST BE SET BCK 3" FROM GUTER FOW NE 2 FRME ND GRTE SH CONFORM TO STNDRD DRWNGS SD-14 ND SD-15 3 OPEN-BCK HOOD SH BE H-20 RTED 4 EXPOSED EDGES SH HVE l/s" R (MNMUM) 5 N EDGNG TOO SH BE USED ON EDGES WHERE THE CONCRETE SDEWK ND CURB MEET THE TOP OF THE HOOD 6 EXPOSED PRTS TO BE HOT DP GVNZED PER STM 123, FTER FBRCTON DTE: REVSON BY PPROVED DTE NOT TO SCE CTY OF EK GROVE - PUBC WORKS DC DW 05/ DROP NET TYPE B DRWNG NUMBER SO 12
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4 2'SDE OPENNG 3" B l- B 2' END OPENNG 1-1/2" x GV EYE BOT MP COVER i 4" i l- i OPENNG HEGHT F S SPECFED i ' ON PNS ', : ", MP COVER :/ " '4 : ":, '' 8'-0" MX 1-1/4" DM HOE (TYP), ' 1-1/2" x 1/2" STFFENER t :! ' _ ':,"' : 2'- 1-, N o 1-1/4" x 1-1/4" x 3/1 NGE RON 3/1 GVNZED CHECKER MET PTE SECTON -, l' ' 3" FET WED NGE RON ND STFFENER TO MET PTE MET COVER (UNDERSDE) NOTES: PCE 1/2" DM HORZONT BR N CENTER OF SDE OR END OPENNG GRETER THN 1 PROVDE 1/4" x 18" GVNZED CHN WED TO COVER ND EYE BOT 2 PROVDE END OR SDE OPENNGS S SHOWN ON PNS OR CROSS SECTON 3 TOP OF WS TO BE FNSHED TO FT PNE TO PROVDE EVEN BERNG FOR PTE COVER 4 METS SH BE HOT DP GVNZED PER STM 123 SECTON B-B DTE: REVSON BY PPROVED DTE NOT TO SCE CTY OF EK GROVE - PUBC WORKS DC DW 05117/2010 DROP NET TYPE F DRWNG NUMBER SO 18
5 MN WEGHT OF PRECST RENFORCED CONCRETE COVER S 80 BS r- w i1 #4 REBR l 12"0C EW, DD 2-# ON 4 SDES OF MNHOE FRME MNMUM 1" CER COVER DRECTONS MN- -11' 1/4" PER FOOT FCE PTE SSEMBE SEESD i FRME ND COVER PER DWG9-34 t 29" ' 1- PN -BTTER, SEE SD -17 8" TO CURB FCE - 3'TOTOP BCK OF CURB -- - MN- 1 :: b ëb (f w ;; -1 c :: r5"mn - - ""'T - -t "f, 11 t '-, ' " 4! - "',,: ' d MN SECTON - SECTON B-B NOTES: 1 CURB NET SSEMBY MY BE PRECST CONCRETE OR FORMED ND CST-N-PCE PCC 2 MET SH BE HOT DP GVNZED PER STM SEE STNDRD DRWNG SD - 17 FOR FCE PTE SSEMBY DTE: REVSON BY PPROVED DTE NOT TO SCE CTY OF EK GROVE - PUBC WORKS DC DW 05/ DROP NET TYPE G TYPE 2 C&G ONY (PG 1 OF 2) DRWNG NUMBER SD-191
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