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NOTES: DROP LID 1. Shape of back of buttress BUTTRESS DIMENSIONS CL R Mueller No H -10361 may ve as long as poured PIPE 22 30 221/2° BEND 45° BEND 90° BEND S1 I against firm undisturbed ' Bibby-Ste-Croix No. B -5160 over top of wat r l e n quired .5 Mirdmu earth. Bl Di 82 D2 83 D3 2. Dimension C1,C2,C3 should 6" 1' -5" 1' -5" 1' -5" 1' -5" 2' -1" 1'-6" Variable (See Plan) be large enough to male 8" V -5" V -5" 2' -1" V-6" 2'-8" 2' -0" Grade than 45 °. al or larger 12" 1' -10" 1' -10" 3' 4" 2' -0" 4' 9" 2' 6" 16" 3' -0" 2' -0" 3' -10" 3' -0" 6' -2" 3'f" Curb Stop and Box 2335 Highway W 3. Dimension A1,A2,A3 should &/Tr Wire SL Paul, MN 55113 as TOP Adjust top hi 1/2" below be as large possible 20" 3'-6" 2'-8" 5'E' 3'4" 8'-4" 4' -0" Access acer Top or equal. Tyler No. 6860 26" grade. Box to be set to Ph: 651. 6364600 without interfering with 24" 4' 4" 3' -0" 6' -10" 3' -10" 9' 8" 5' -0" w /stationary extension rod Mueller No. H -10361 26" provide 12" of adjusbrwnt Fax: 651 -636 -1311 MI bolls. 30" 9' -3" 6' -0" 1T -0" 6' -0" by 4. �= 45° Minimum. Bib SteCrobt No. V8502 27" 5. Place polyethylene between www.sanw -Com Hydrard concrete i pipe Water Service Tyler No. 6860 ®STANTEC 2012 Mueller No. H -10357 as specified 9 -See note 4 c EXTENSION NNo. 59 18" e valve box, screw type, & -0 -See rate 4 c ss o. 3 piece " , 5 1/4 shaft, size 5 58 14" Gat To a a pl No. 60 24" G box, T-6" a tended, Connect t tracer m a � Corporation Stop Mueller No. 58 14" #6 round base Ct c No. 59 20" A > Bibbbyy- Ste Cron r+ VvME hydrelft V8520 No. 57 9" Extension Rod g _ • "' VB521 No. 58 14" x "9 A V8522 No. 59 20" V8523 No. 60 26" Backfllto Water Main Curved Segmental 1/4" Steel Gate Valve Extension be tamped Manhole Bock Adaptor w /Protective c and 3 4' `G A Existing coating as manufactured f 1 Cubic Yard min. °> Sewer Service TDB OM No. 6860 65" by Adaptor, Inc. or equal. Connect trams n 1-1/2" washed g f 3 h B PUN u BENDS Mueller No. H- 10361 65" wire to main rock. Cover with PLAN polyethylene. K m s Bibby- Ste -Croix No. VB516 60" 8 EbSta Support for Corporation tTdoer WIR 7 4'x4" Vertical Varia 3' Mi -See note 4 Sanitary Sewer and Gooseneck Shall Consist block of a Minimum 0.5 C.Y. of Aggregate Equal to MN/DOT BASE DID "x4" Thrust block 3149.281 Throughy CONCRETE SHALL BE c A Compacted 8" Concrete Block IN CONTACT WITH o A THIS QUADRANT OF PIPE BEDDING MATERIAL UNDISTURBED EARTH Tie all joints with CONCH N A —A PLAN 22 1/2' BENDS 8" Conc. block Megalugs (4 req.) CONCRETE THRUST BLOCKING TYPICAL SERVICE TYPICAL GATE VALVE INSTALLATION HYDRANT WITH GATE VALVE INSTALLATION Q O > PIPE BEDDING GRANULAR BORROW MnDOT SPEC W d PIPE BEDDING GRANULAR BORROW MnDOT SPEC 3149.281 MOD IS CONSIDERED INCIDENTAL 3149.281 MOD IS CONSIDERED INQDENTAL IMPROVED PIPE FOUNDATION COARSE FILLER DROP LID rZ� AGGREGATE MnDOT SPEC 3149.2H MOD. PAID 6" PAY TYLER N0. 6850 OR 6860 L DEPTH INCREMENTS AS DIRECTED BY THE ENGINEER DESIGN OR EXISTING GRADE O MUELLER NO. H -10361 7.5' MINIMUM COVER REQUIRED BIBBY-STE-CROIX N0. B -5160 OVERTOP OF WATER MAIN. Compacted Back ill 6" I Compacted Back ill J = O _ J z D . la 12" 2000# Concrete a B ~ F * Granular Borrow 0 la LOAD FACTOR 2.3 a GRADE � Q to Dia * *+ MnDOT Spec. "Dia" Deennoottes outside MINIMUM SAND FILL F 3149.2B1Mod. Dia +12 "Min. dianreterofppe CLA$$ A _ _____________________ 3 "MINIMUM i U.1 w Concrete back ill to 0.5 _ 6" of outs _ _ _ _= Y STYROFDAM TOP ADJUST TOP TO 1/2" F outside diameter with SAND FILL INSULATION TYLER NO 6850 26" BELOW GRADE. BOX TO BE Z • RIGID INSULATION MUELLER NO. H - 10361 26" SET TO PROVIDE 12" OF . F— * =12 *** * shaped bedding w BIBBY NO. VB502 27" ADJUSTMENT. ra Den e; outside 12 " 4wmeter pipe Dia ' Compacted Baddill TYLER NO. 6850 N O.SDia EXTENSION MUELLER N0. H -10357 Coarse Filter Aggregate TYLER NO. 58 14" BIBBY- STE- CROD(B -5001 PIPE FOUNDATION &BEDDING IN GOOD SOILS Da/4 but MnDOT Spec. 3149.2H Mod. VARIES NO. 59 18" GATE VALVE BOX, SCREW not less than 6" IMPROVED PIPE FOUNDATION COARSE FILLER LOAD FACTOR 1.9 NO. 60 24" TYPE, 3 PIECE, 5 1/4" SHAFT, AGGREGATE MnDOT SPEC. 3149.2H MOD. PAID 6" PAY a" D outside Cam$$ B NO. 59 20" NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE MUELLER NO. 58 14" SIZE G BOX, T -6" EXTENDED. In. DEPTH INCREMENTS AS DIRECTED BY THE ENGINEER Dla+12" M q snot pry dlame<er of Hand shaped from angular SPECIFIED. bedding material BIBBY-STE-CROIX COVER OVER PIPE - A WIDTH OF INSULATING BOARD - B VB520 NO. 57 9" $ Co acI d 2' 11' VB521 NO. 58 14" 01 5" Bd V6522 N0. 59 20" o B RFLY VALVE 12" OR N 11TTE V 60 2 " ( _ 3' g 8523 N0. 6 ular Bo n� Gran now no. xEVSroN D D la Coin cted Baddill MnDOTS LARGER) DRESSER 450, PRATT S pec. BOTTOM o « APFR. 01 =0 �� 4' 7' KENNED n Dia * 3149.281 Mod. i GROUNDHOG, KENNED , OR LOAD FACTOR 1.5 TYLER N0. 6850 65" "Dla "Denote @outside CLA$$ C -1 S S MUELLER NO. H-10361 65" EQUAL BID SET xxt"ON Improved Pipe Coarse Riter Dia +12" Min. diameter Doff p Foundation Hand shaped from fimn BffiBY- STELRODWO. VB516 60" Aggr. MnDot 6' 3' IncP — Spec. 3149.2H Mod. undisturbed PROVIDE CONDUCTIVITY STRAP . (TYP.). MINIMUM 1/16"X3/4" WIDE FLAT COPPER STRIP. END VIEW q enot Dia Badd�ll Dia +12" Min. diar of q� outside pe o Dia/4 but oV Coarse Filter Aggregate 8" CONC. BLOCK wRVEr a+ PIPE FOUNDATION &BEDDING IN BAD SOILS not less than 6� MnDOT Spec. 3149.2H Mod. LOAD FACTOR 1.5 D ia" Den otes outside CLASS C - 2 °"'"" r �, o Dia +12" Min. diameter o pipe DESIGNED runs Hand a bedding material angular MRS j PROD. N0. 1938015X) IMPROVED FOUNDATION TYPICAL BUTTERFLY BEDDING METHODS FOR RCP OR DIP INSULATION DETAIL C8.01 VALVE INSTALLATION