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HomeMy WebLinkAbout71-01 SP General Details C801IIIIII i I ) ) J T z I I I � I I B I ... ac... r ::: ...... s °ir rx r STANDARD REINFORCED CONC. BASE cocoon Mims �[ OBSO GRADE 8888Sg 1 Moco :• d WT Ml 5" \ / \_ GRADE 1 STORM MANH CASTING \ T.C. No. 1772 -A I I I � I I B I ... ac... r ::: ...... s °ir rx r STANDARD REINFORCED CONC. BASE STORM MANHOLE DETAIL 19 0801 cocoon Mims �[ OBSO GRADE No. 1772 -A T.C. NEENAH CASTING :• d WT Ml 5" be the some as on standard b reinforced concrete pipe 30" DIA. OHM MFUNrsum 0 zz �T•1•t�371�i)• I I 4' -0" . (1) LINE 0.116 PIPE I '' W.W.F. 12 1 2" 11 I � 4' -0" SQUARE BASE I 15 STORM MANHOLE DETAIL c8o1 STORM MANHOLE DETAIL 19 0801 r---------- - - - --1 NEENAH R -1642 W/SELF SEALING LID (OR EQUAL) FINISH GRADE STAMPED "SANITARY SEWER' - COVER dt SEAL r -o" OIA. CONC. O MANHOLE CONFORMS To ASTM C -478 • BELL HOLES SHALL BE PROVIDED I JOINT CONFORMS to ASIIA c -447 AND THE TRENCH PREPARED SO I I USE e• SEWER PIPE UNLESS �g�D '�6Mp' - SECTION CONE THAT THE BOTTOM IS PROPERLY I I OTHERWISE SPECIFIED OR SUPPORTED THROUGHOUT ITS I I APPROVED 7 9EAl LENGTH. SOFICATWIIS I I I - - - - - - - - - PRECAST CONCF APPROX 90' I I U SECTIONS �� g + (16• MAX) LONG RADIUS CURVE DIAMETER AS ` 10 - -- - - -J ` - - - - -- - - - -- SPECIFIED .: J ON PLANS BUTYL RUBBER COATING - MANHOLE STEPS - - - - AS PER SPECIFICATION _ -- 4' -O• DIA. FILL MATH * SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS 0°"CRETE PLAN REWIRED FOR SEWER MAIN _ i-H-H _ t:::: ••:..::. PRECAST BASE .� :r::: :- "•7 = -= - WYE & LATERAL CAPPING DETAIL 11 04 WAY 0801 b ;�. .;. .;.••;. ••;• •• ••;••• :• I�"•--6• MIN. ND. a CRUSHED STONE •. •. •. •.•' •. •• • REQUIRED UNDER MANHOLE BASE •• •, I FOR LEVELING AND SUPPORT 4 0' MIN. MANHOLE BASE FOR PRECAST a� SECTION A -A 6 SANITARY MANHOLE DETAIL CARMEL 0801 I k GUTTER 1.smc R. PIPE Siff A" MAX) DOUBLE CHAIRBACK CURB INLET is c8o1 � l O o GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T.C. -\ \ 4" MIN ' = = =•• = °+ i!r_°?: 24" . RISER RING Grooved end on outlet and tongue end on Inlet end D cocoon (MIN) 000aoo • OBSO GRADE No. 1772 -A T.C. NEENAH CASTING :• d Groove (or tongue) to 5" be the some as on standard b reinforced concrete pipe 30" DIA. ASTM designation C76 (RCP OR PRECAST) 0 zz I + I I 4' -0" . (1) LINE 0.116 PIPE I '' W.W.F. 12 1 2" 11 I � 4' -0" SQUARE BASE I 15 STORM MANHOLE DETAIL c8o1 r---------- - - - --1 NEENAH R -1642 W/SELF SEALING LID (OR EQUAL) FINISH GRADE STAMPED "SANITARY SEWER' - COVER dt SEAL r -o" OIA. CONC. O MANHOLE CONFORMS To ASTM C -478 • BELL HOLES SHALL BE PROVIDED I JOINT CONFORMS to ASIIA c -447 AND THE TRENCH PREPARED SO I I USE e• SEWER PIPE UNLESS �g�D '�6Mp' - SECTION CONE THAT THE BOTTOM IS PROPERLY I I OTHERWISE SPECIFIED OR SUPPORTED THROUGHOUT ITS I I APPROVED 7 9EAl LENGTH. SOFICATWIIS I I I - - - - - - - - - PRECAST CONCF APPROX 90' I I U SECTIONS �� g + (16• MAX) LONG RADIUS CURVE DIAMETER AS ` 10 - -- - - -J ` - - - - -- - - - -- SPECIFIED .: J ON PLANS BUTYL RUBBER COATING - MANHOLE STEPS - - - - AS PER SPECIFICATION _ -- 4' -O• DIA. FILL MATH * SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS 0°"CRETE PLAN REWIRED FOR SEWER MAIN _ i-H-H _ t:::: ••:..::. PRECAST BASE .� :r::: :- "•7 = -= - WYE & LATERAL CAPPING DETAIL 11 04 WAY 0801 b ;�. .;. .;.••;. ••;• •• ••;••• :• I�"•--6• MIN. ND. a CRUSHED STONE •. •. •. •.•' •. •• • REQUIRED UNDER MANHOLE BASE •• •, I FOR LEVELING AND SUPPORT 4 0' MIN. MANHOLE BASE FOR PRECAST a� SECTION A -A 6 SANITARY MANHOLE DETAIL CARMEL 0801 I k GUTTER 1.smc R. PIPE Siff A" MAX) DOUBLE CHAIRBACK CURB INLET is c8o1 � l O o GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T.C. -\ \ 4" MIN ' = = =•• = °+ i!r_°?: 24" . RISER RING Grooved end on outlet and tongue end on Inlet end D DIA (MIN) A • A a a o K S 9" APPROX. WEIGHT 12" Groove (or tongue) to 5" be the some as on standard 6' -2" reinforced concrete pipe 1.3 ASTM designation C76 A CLASS 'A' CONCRETE 15" LONGITUDINAL SECTION 7" I PIPE I CONCRETE CULVERT I END SECTION I COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED PAY LENGTH END SECTION ON SIDE SLOPE WHEN OF CULVERT LENGTH (D) CALLED FOR ON PLANS SLOPE DETAIL DIA I - - t 1/2•r 1 t /2•r � I / SECTION Y -Y 12 "C to C AX.SPACIN 3" II HOOK y iV BOLTS _ lV L� CLASS 'A' - WNCRETE I E +2T I SECTION AA_A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA (MIN) A C D E K R1 R2 APPROX. WEIGHT 12" 2" 1 5" 4' -3" 6' -2" 2' -0" 1.3 10 1 8" 9" 800 15" 2 1/4" 7" 4' -0" 6' -3" 2' -6" 1.5 12 1 2" 11 1,100 18" 2 1/2" 11" 4' -1" 6'-2" 3' -0" 1.8 15 1/2" 12" 1,300 21" 2 3/r 11" 3' -8" 6' -3" 3' -8" 2.1 16 1/8* 13" 1,500 24" 3" 1 1' -0" 2' -8" 6' -3" 4' -0" 1 2.3 16 3/16 t4" 1.800 27" 3 1/4" V -1" V -5" 6' -3" 4' -6" 2.6 18 1/2" 141/2" 2,100 30" 3 1/2" V -2" V -10" 6' -3" 5' -0" 2.9 18 3/16-15- 890.60 2,400 33" 3 3/4" V -3" 3' -6" B' -3" 5' -6" 3.1 18 1/2" 17 1/2" 4,100 36" 4" V -5" 3' -1" 8' -3" 6' -0" 3.4 533/ 20" 4,200 TOLERENCE +/_ 1" PRECAST CONCRETE END SECTION 12 C801 11' MIN. 50' RIGHT OF WAY (MINIMUM) 28' FACE TO FACE 11' MIN. 1= ;��:�:':I��lie��= S[•15��t -Lt ��.'LI NOT TO SCALE III ;1�:��1Ai;i�i?r]= I•�li'.'..)1 5.5' 5.5' (MIN.) 14' 14' uF (MIN.) SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 3 6" CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB 2 N do SW SLOPE 1/4" PER FOOT MIN I SLOPE 1/4- PER FOOT MIN � MINIM t .t .t it t:y t:i ti •t:.ti ;t: 'ti 'ti .ti •ti t t•tit ti .tit t.ti : ; t .ti .ti .ti ;tit.tit.t:t.ti :. t.. +i 't: ti .t: ;ti ;t: 'ti ;t: ;tit•tit tit s t BIKE PATH OR WALK BIKE PATH OR WALK A' WNTS N & S 885.88 (WIDTH do LOCATION (WIDTH do LOCATION 1" #11 HAC SURFACE 892.00 VARIES PER PLAN) VARIES PER PLAN) N 888.39 21" W._80.39 30" S PIPE UNDERDRAIN (TYP) BEEHIVE 3" #9 HAC BINDER 890.04 SEE DETAIL N do S. 890.53 9" #53 COMPACTED STONE BASE • PREPARED SUBGRADE PER INDIANA DEPARTMENT SLOPE SLOPE 895.80 NOTE: RAMP SURFACE MUST HAVE PLAN VIEW OF TRANSPORTATION SPECS. No. 207 DETECTABLE MARKINGS. S 890.88 15" N STREET CROSS SECTION A -A , MAX. 1:12 .14 PAVEMENT TREATY LINE STREET C801 a PLAN VIEW es 4• -tY GASKET DETAIL SECTION A -A ADJUSTING RING DETAIL 0801 (FIGURE 5 -48) TYPICAL UTILITY CROSSING 8 0801 1/2 TRENCH a B I DEPTH MIN. I I (GRANULAR MATERIAL TO ::.:3'.z Y:':1C::- F:: -j:: ::::r::: L::Rxr:.: BE USED UNDER AL �rx: : --- - :•ir�7 =:fx�Y PAVED AREAS GRADE VARIES 1 GRADE STANDARD REINFORCED CONC. BASE (NEW OR EXISTING) (NEW OR EXISTING) DIMENSIONS (INCHES) 3.25' 3.25' SOIL o 4' 4' A B c - PLACEMENT (MAX) I.D. MIN 12 1 15 38 1 21 E I M - ~ W is -1 'TTI I BEDDING STANDARD HYDRO S -150 EROSION CONTROL 1 - BLANKET AS MANUFACTURED BY 34 SEEDING W /STRAW NORTH AMERICAN GREEN MULCH do TACKIFIELD 42 6 80 44 TYPICAL SWALE SECTION 13 17 C801 12" MIN. I.D. BEEHIVE INLET DETAIL C801 I � L \ CTRAWNT CURB # GUTTER BASTING XD CONC. BASE SPECIAL STRAIGHT CURB INLET ,8 C801 REQUIRED COMPACTION TABLE 1i STANDARD PROCTOR DENSITY (ASTM D 2321) at,rxFlLl_ YATr:R1AL - fi NOTE: IF CLASS 1 MATERIAL IS USXU_FUK_0EDD1lR% IT MUST ALSO BE USED FOR HAUNCHING. 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL PAVED AREAS) NOT SOIL 111 4' 4 BACKFILL MATERIAL PLACEMENT ° CLASS I. 11, III, do IV OF THE U.S.C.S. SOIL CLASSIFICATION BEDDING SYSTEM. t.r -� t•r.� t r INITIAL BACKFILL AREA 12" MIN.- SPRING LINE OF PIPE No. 8 STONE 1'D' HAUNCHING AREA ?; ?gt BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.- (REQUIRED IN UNSTABLE SOIL) No. 8 STONE 12" 12" STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL ,4 - C801 II TOP OF CURB WA !LL�'LLljd TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) CURB JOINT DETAIL 2 C801 F Type T.C. F- I 1= ;��:�:':I��lie��= S[•15��t -Lt ��.'LI NOT TO SCALE III ;1�:��1Ai;i�i?r]= I•�li'.'..)1 885.99 THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO CONCRETE SIDEWALK NOT TO SCALE SW uF O SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 3 z NOTE: IF CLASS 1 MATERIAL IS USXU_FUK_0EDD1lR% IT MUST ALSO BE USED FOR HAUNCHING. 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL PAVED AREAS) NOT SOIL 111 4' 4 BACKFILL MATERIAL PLACEMENT ° CLASS I. 11, III, do IV OF THE U.S.C.S. SOIL CLASSIFICATION BEDDING SYSTEM. t.r -� t•r.� t r INITIAL BACKFILL AREA 12" MIN.- SPRING LINE OF PIPE No. 8 STONE 1'D' HAUNCHING AREA ?; ?gt BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.- (REQUIRED IN UNSTABLE SOIL) No. 8 STONE 12" 12" STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL ,4 - C801 II TOP OF CURB WA !LL�'LLljd TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) CURB JOINT DETAIL 2 C801 F 1� 1 PREPARED SUBGRADE Type T.C. F- I TYPICAL SIDEWALK SECTION NOT TO SCALE END SECTION 885.99 THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO CONCRETE SIDEWALK NOT TO SCALE SW uF O SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 3 z SIDEWALK DETAIL c8o1 2 N do SW ♦ � -0" 890.70 886.83 A' WNTS N & S 885.88 12" W 603 BEEHIVE 892.00 1� 1 PREPARED SUBGRADE Type T.C. R/yy LINE 48' -0" BETWEEN EXPANSION JOINTS (MAX.) I TYPICAL SIDEWALK SECTION NOT TO SCALE END SECTION 885.99 THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO CONCRETE SIDEWALK NOT TO SCALE SW THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. 601 SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 3 z SIDEWALK DETAIL c8o1 30" N do SW O 602 BEEHIVE 890.70 886.83 (301 N & S 885.88 12" W 603 BEEHIVE 892.00 10 ED (271 N 888.39 21" W._80.39 30" S 604 BEEHIVE 897.00 890.04 a N do S. 890.53 1:10 0" 1:10 605 SLOPE SLOPE 895.80 NOTE: RAMP SURFACE MUST HAVE PLAN VIEW 24" DETECTABLE MARKINGS. S 890.88 15" N 6' -0" OUT 1891.S96 MAX. 1:12 .14 PAVEMENT W_& E a 611 INLET 1891.96 ' !a p - - - - - -- I 12 2' CONC. ROLL CURB SECTION A -A 4 WHEELCHAIR RAMP DETAIL C801 - NO. 8 CRUSHED STONE E do W SPRING LINE OF PIPE 614 O.D. OF PIPE FOUNDATION a" MIN. 12" (REOIJNIED IN UNSTABLE SOIL) 12" MIN. � &MINPIPE EMBEDMENT DETAIL 9 1 /4 R OOT MIN. -1/8 PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNEC710H. ISOMETRIC PLAN PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE M N SPECIFIED THERWISE 45' MAX MAIN WER APPROX. 90' LONG RADIUS SECTION A -A A 7ER gg pp ON PLAN CA JCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER 10 C801 °0 . 0 °0 • 0 °O • O °O • 0 °O O °O • O °O • O °O • O °O • O °O • 0 °O • 0 °O • O °O • O O • O 0 0 0 0 0 0 0 0 0 0 0 O ° °O • 0 °O • 0 00 • 4 °O • 0 °0 O °0 • 0 °O • 0 °0 • 0 °O • 3" #12 H.A.C. SURFACE 5" #53 STONE ASPHALT PATH SECTION 5 C801 Storm Structure Table Strj Type T.C. RFUR /1"D invert (s) 600 END SECTION 885.99 30 SW S 601 BEEHIVE 1890.00 z 886.28 30" N do SW O 602 BEEHIVE 890.70 886.83 (301 N & S 885.88 12" W 603 BEEHIVE 892.00 888.47 (271 N 888.39 21" W._80.39 30" S 604 BEEHIVE 897.00 890.04 27' N do S. 890.53 12" W 605 BEEHIVE 895.80 890.57 24" W 890.57 27" S 890.88 15" N 610 OUT 1891.S96 _ .14 12_ W_& E 611 INLET 1891.96 88.20 12 E 612 INLET 894.80 889.63 18 E do W 614 INLET 894.35 889.90 15 N, 889.90 18 E, 890.38 12 S 615 INLET 894.35 890.60 12 N 616 MANHOLE 896.30 890.25 12" W 890.25 15" S 617 BEEHIVE 895.20 892.00 (121 E 618 INLET 1897.55 883.99 12 SW do E 619 INLET 900.05 896.55 12 NE 621 INLET 897.85 891.20 24 E do W 622 INLET 897.85 891.28 21 W, 891.28 24 E 624 BEEHIVE 897.00 892.18 21" E do NW 640 END SECTION 885.30 36 NW 641 INLET 1891.30 385.42 36 NW do SE 642 INLET 1891.30 885.51 36 NW & SE 643 END SECTION 885.60 36" SE 645 END SECTION 885.54 27" NE 64-61 END SECTION 886.00 27" SW `\\` \ \ \ \\ K. SE,�j' %o�����' No. 9500028 STATE OF DATE:' THIS DRAWING AND? THE IDE S 614 AND CONCEPTS CONTAINED; HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2001) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture. Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering t RFUR /1"D co ROCS CD U �q S z � I 0 O Z 0 o wn cu Z tko W � ' 0 `\\` \ \ \ \\ K. SE,�j' %o�����' No. 9500028 STATE OF DATE:' THIS DRAWING AND? THE IDE S 614 AND CONCEPTS CONTAINED; HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2001) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture. Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering co r CD U U z � I w O 4­1 V O wn cu Z tko U V U 0 � Two V 1