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HomeMy WebLinkAbout35 C803 Site DetailsDIMENSIONS 7 T k4|N A CD Heel E K R1 R2 APPROX WEIGHT z^ 4'-3^ a'—z^ 2'—o^ 1.3' m ,*r o^ 800 15" 2 4" 7" *—o 6'-3r 2'-6^ 1.5' ,z 11 1100 18" 2 1/2" 11 4'-1" S—n o'—z a COUNTY SURVEYOR, AND SCS 1.8' 15 1/2" `o 12" 13 1300 1500 21^ 2 3 4 11 24" z 1 n'—� 6EkISIONDES%RIP30N `u l4^ 1800 27 J`*'1'-1 6'-3" 4'-6" 2,6' 18 9/16" 14 `»r 2100 30" 3`/�1'—z 0R40N6� HwR CHECKED BY: DGP 5' 2.9' `u 1/2" 15" 2400 33^ 3 ��1'—J C8O3 g'-3" 5'-6" 5'—o^ 23 3/4" 17 `/r *100 36" 4" 1'— o �—r 8'-3" 6.'-0' 3.4' 24 5/16" 20" 4200 23" YARD TYPE CASTING l8 OUTLET PIPE (FOR DIMENSIONS SEE UTILITY PLAN) 36" INSIDE DIM. DETENTION POND OUTLET STRUCTURE ||���|��L_ L�||�|. L�L- L-|� r L_L- ��|�L_ 30 1/8" DIA. SECTION "A"—"A" NOMINAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (rYR) SEE SPECS. GASKET DETAIL ADJUSTING RING DETAIL NEENAH R-4342 OR APPROVED EQUAL—LIGHT DUTY PLACE 1/2" DIAMETER EXTRUDABLE PREFORMED GASKET MATERIAL IN KEYWAY SEE DETAIL PLAN VIEW zo 1/2 oIA. 5 /8" RISER RING THICKNESS *^-1u PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING KOR—N—SEAL OR EQUAL EXPANDING BAND BOOT PIPE EXTERNAL BAND 6" MIN. #2 STONE PLACE 1/2" DIA. EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY SEE DETAIL PLAN VIEW 24" /.o.-- 27 3/4" 34" O.D. SECTION "A"—"A" PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING GASKET DETAIL 7<6 NORMAL 1 /2 BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP.) SEE SPECS. MANHOLE BOTTOM RESILIENT PACKING TO AVOID SHEAR EFFECT PIPE CONNECTION TO MANHOLE [-}r- L_ ����|�|�L_�� 23" 20" NEENAH R-6672 W/ FRAME STYLE W (PROVIDE RECESSED LIP FOR MOUNTING GRATE 8c CEMENT GROUT INTO PLACE. SEE ULITIY PLAN FOR STRUCTURE S|ZE). ELEV. 867.50 ELEV. 872.00 Y ELEV. 881.20 24 1/4" 22 3/4" 21" NEENAH R-1772 FULL HIEGHT MANHOLE STEPS AS SPECIFIED 0—RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINT ASTM C-478 PRECAST CONC. BASE ro CONC. F|LLET—SLOPE MIN 1/2 PER FOOT TOWARDS PIPE FOR DRAINAGE INLET o� [�7- TYPE SOLID LID TYPE CASTING 1 1/4" 2 1/2" 23 3/4" 21 5/8" c 26 1/8" 38" NEENAH R-35O1—TR AND TL c FA 1 rie4f "Al retell ROLL CURB 7-Y[3[- CASTING —GRO0vED END ON OUTLET END SECTION TONGUE END ON INLET END SECTION CONCRETE END SECTION A SECTION C—C MIN NOTES: SEE STR. DATA FOR CASTING TYPE INVERTS, PIPE SIZES SET BASE ON #11 STONE-4" ON EARTH 6" IF ON ROCK INSTALL 20 LET UNOERDRA|N l TR=FLOW RIGHT (SHOWN) TL= FLOW LEFT OL ASTM C— 478 PRECAST CONC. CAP MIN 4" SUBSURFACE DRAIN AS REQ'D ,x INLET TYPE ASTM C-478 PRECAST CONCRETE SECTION PREFROMED HOLE TO MAX. OF PIPE. O.D+G W/NON—SARINK CEMENT GROUT. PIPE #4 RE—BAR 12" O.C. EACH WAY (STEEL MESH AREA 0.12 SO/1N/SOFT OR APPROVED EQUAL) 3' 6" 29 3/4" 12" DC (MAX.) s oT SECTION A—A CONCRETE TOE ANCHOR —1 1/2" R SECTION B—B INSTALL 20 LET UNDERDRAIN 3/4" HOOK BOLTS TC ELEVATION Nm tim op CP UOW Heel 3. 7/23/0* PER CITY OF CARMEL, HAMIL TON COUNTY SURVEYOR, AND SCS 1. 6/30/04 Rem/wwdsuonu. encasement 2. 6/30/04 IfiomttmScl it'lgKiegxNc1701V 1. 6/30/04 OTE mcmomnmUw NO. &4/E 6EkISIONDES%RIP30N oti////// C.-t o....V&O PLATINUM LLC 9551 DELEGATES ROW INDIANA 46250 PHONE: 31 7-8l8-2g00 FAX: 317-818-2810 PROPERTIES, INDIANAPOLIS, understands that owned by |E|, and o|ao, priviledged and confidential Accordingly, the recipient in strict confidence these materials to any not to make copies of agrees to use the purpose for which |o and recipient agrees either upon completion of the request of The recipient of these materials copyright in the materials is that the materials contain business information of |EL agrees to retain these materials and agrees not to disclose other party and further agrees the materials. The recipient materials only for the limited has made the materials ov000uo, to return all materials to |o the intended purpose or upon whichever comes first. SPE AD0RE5'S: SUBDIVISION WEST ROAD TND{OTA BELLEOOD 131st STREET CARMEL, SCALE N.T.S. DATE 7/23/04 DESIGNED BY: DGP 0R40N6� HwR CHECKED BY: DGP /ED BOOK 03 03 /7LE MWE 0327C801 .dwg DRAWING PTLE SITE DETAILS SHEET NO: C8O3 23" YARD TYPE CASTING l8 OUTLET PIPE (FOR DIMENSIONS SEE UTILITY PLAN) 36" INSIDE DIM. DETENTION POND OUTLET STRUCTURE ||���|��L_ L�||�|. L�L- L-|� r L_L- ��|�L_ 30 1/8" DIA. SECTION "A"—"A" NOMINAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (rYR) SEE SPECS. GASKET DETAIL ADJUSTING RING DETAIL NEENAH R-4342 OR APPROVED EQUAL—LIGHT DUTY PLACE 1/2" DIAMETER EXTRUDABLE PREFORMED GASKET MATERIAL IN KEYWAY SEE DETAIL PLAN VIEW zo 1/2 oIA. 5 /8" RISER RING THICKNESS *^-1u PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING KOR—N—SEAL OR EQUAL EXPANDING BAND BOOT PIPE EXTERNAL BAND 6" MIN. #2 STONE PLACE 1/2" DIA. EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY SEE DETAIL PLAN VIEW 24" /.o.-- 27 3/4" 34" O.D. SECTION "A"—"A" PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING GASKET DETAIL 7<6 NORMAL 1 /2 BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP.) SEE SPECS. MANHOLE BOTTOM RESILIENT PACKING TO AVOID SHEAR EFFECT PIPE CONNECTION TO MANHOLE [-}r- L_ ����|�|�L_�� 23" 20" NEENAH R-6672 W/ FRAME STYLE W (PROVIDE RECESSED LIP FOR MOUNTING GRATE 8c CEMENT GROUT INTO PLACE. SEE ULITIY PLAN FOR STRUCTURE S|ZE). ELEV. 867.50 ELEV. 872.00 Y ELEV. 881.20 24 1/4" 22 3/4" 21" NEENAH R-1772 FULL HIEGHT MANHOLE STEPS AS SPECIFIED 0—RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINT ASTM C-478 PRECAST CONC. BASE ro CONC. F|LLET—SLOPE MIN 1/2 PER FOOT TOWARDS PIPE FOR DRAINAGE INLET o� [�7- TYPE SOLID LID TYPE CASTING 1 1/4" 2 1/2" 23 3/4" 21 5/8" c 26 1/8" 38" NEENAH R-35O1—TR AND TL c FA 1 rie4f "Al retell ROLL CURB 7-Y[3[- CASTING —GRO0vED END ON OUTLET END SECTION TONGUE END ON INLET END SECTION CONCRETE END SECTION A SECTION C—C MIN NOTES: SEE STR. DATA FOR CASTING TYPE INVERTS, PIPE SIZES SET BASE ON #11 STONE-4" ON EARTH 6" IF ON ROCK INSTALL 20 LET UNOERDRA|N l TR=FLOW RIGHT (SHOWN) TL= FLOW LEFT OL ASTM C— 478 PRECAST CONC. CAP MIN 4" SUBSURFACE DRAIN AS REQ'D ,x INLET TYPE ASTM C-478 PRECAST CONCRETE SECTION PREFROMED HOLE TO MAX. OF PIPE. O.D+G W/NON—SARINK CEMENT GROUT. PIPE #4 RE—BAR 12" O.C. EACH WAY (STEEL MESH AREA 0.12 SO/1N/SOFT OR APPROVED EQUAL) 3' 6" 29 3/4" 12" DC (MAX.) s oT SECTION A—A CONCRETE TOE ANCHOR —1 1/2" R SECTION B—B INSTALL 20 LET UNDERDRAIN 3/4" HOOK BOLTS TC ELEVATION Nm tim op CP UOW