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HomeMy WebLinkAbout026-92 SP Windpointe at Waterstone Sec 1 General2'x4' POST NOTE: TEMP. EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. 6-x 6'x 4' TEE "STREET" SSD CONECTIONS 1 TO INDIVIDUAL LOTS s-16 EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB PAVEMENT PIPE UNDERDRAIN 18 S-16 TYPICAL UTILITY CROSSING 20 S-16 6. 6. PLAN CONCRETE CCILIA `MLD/AMMAL G ARD-µ BARS CUT PIPE AT ANaE M MATCH SLOPE • LAKE dl - NORMAL POOL SECTION SLOPE WALL DETAIL 1s S-16 — coo 00 f o0 00 00 0 0 ROLL CURB & GUTTER GRADE NEENAH TYPE CASTING T.C. N0. R-3501-TR,TL r ASPH AL T • • 24 . t 1 `•'• OPENING .`• o I I B I STANDARD REINFORCED CONC. BASE r ,4 W_ a4v A G 2 O' d 4 D D ° d 19 -pal l. Wia iZlt*1■t►�I 0 So 21 I 0000000 17" 0.0.0.0:°-°.°•° z I s I \ 0.0'0.0 0.0'0.0 m (rF :RFORATED PLASTIC PIPE , • ° • ° 0 • . a 0 • ° ° • . / ~�` \�- :R INDOT SPECS T718.02 XX/< •-.°•.°•o••o 0 NEENAH TYPE CASTING 6'-0' BETWEEN °=° �' UNDERDRAIN TRENCH TO BE LINED T CONNECTIONS ARE TO BE ° '°•°•°�°•°:°'° WITH NON—WOVEN FILTER FABRIC. UBBED AND CAPPED 3'°•°:^ I__ °:° °:° ° ao WHERE OTHER GRANULAR` BACKFILLED :YOND BACK OF CURB WITH - ° . o . ° 'e . ° .. o TRENCHES ARE ENCOUNTERED, iR6 BRANDED SS.Ici °:° -°:° z (I.E. STORM, SANITARY SEWERS, & #8 GRAVEL ° :° + •° :' o CONDUIT CROSSINGS) FABRIC SHALL /�53 COMPACTED °-° °-° °-0'0.0'0-°' •°'° o • o a ° ^o o EXTEND A MINIMUM OF 5' BEYOND a • '° '° 4" 4" MIN MIN LIMITS OF ENCOUNTERED TRENCH. PIPE UNDERDRAIN 18 S-16 TYPICAL UTILITY CROSSING 20 S-16 6. 6. PLAN CONCRETE CCILIA `MLD/AMMAL G ARD-µ BARS CUT PIPE AT ANaE M MATCH SLOPE • LAKE dl - NORMAL POOL SECTION SLOPE WALL DETAIL 1s S-16 — coo 00 f o0 00 00 0 0 ROLL CURB & GUTTER GRADE NEENAH TYPE CASTING T.C. N0. R-3501-TR,TL r ASPH AL T • • 24 . t 1 `•'• OPENING .`• o I I B I STANDARD REINFORCED CONC. BASE ROLL CURB INLET 13 S-16 / o o O 0 GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R-4342 T.C. ` 4" MIN ` .• 24' • t RISER RING co OPENING .•• � I I B I STANDARD REINFORCED CONC. BASE • 7 • r ,4 W_ �>♦mom Cw 2 O' 111111`11-1 111 o 71 EARTH l. Wia iZlt*1■t►�I 0 So i! I 0000000 O- L, - 4 © I s I \ agoo a (rF v. 'o. 'a. •a. •o •a 'a. o 'o 'o. 'a 3 \�- GRADE STORM MANHOLE NEENAH TYPE CASTING 6'-0' BETWEEN T.C.-I No. ROLL CURB INLET 13 S-16 / o o O 0 GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R-4342 T.C. ` 4" MIN ` .• 24' • t RISER RING co OPENING .•• � I I B I STANDARD REINFORCED CONC. BASE • 7 • r ,4 W_ S-16 Cw 2 O' 111111`11-1 111 o 71 EARTH l. Wia iZlt*1■t►�I 0 So i! I 0000000 O- L, - 4 © I s I \ agoo a (rF BEEHIVE INLET DETAIL ,4 W_ S-16 Cw 2 O' 111111`11-1 111 o 71 EARTH l. Wia �=7 / 0 So i! I 0000000 O- L, - 4 r 00O00o0o00 s I \ agoo a (rF v. 'o. 'a. •a. •o •a 'a. o 'o 'o. 'a 3 \�- GRADE STORM MANHOLE NEENAH TYPE CASTING 6'-0' BETWEEN T.C.-I No. 1772-A I I U I B . . r STANDARD REINFORCED CONC. BASE STORM MANHOLE DETAIL 15 S-16 COVER & SEAL • BELL HOLES SHALL BE PROVIDED I I AND THE TRENCH PREPARED SOI i USE 6" SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY OTHERWISE SPECIFIED SUPPORTED THROUGHOUT ITS LENGTH. I I I APPROX 90' I LONG RADIUS CURVE I - - - - - DIAMETER AS --- ---� L-----_--—��SPECIFIED ON PLANS I I — — — — — — — — — — — — — — -4 — — — — *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL ,2 l'- 0' MIN. > I I PREPARED SUBGRADE R/W UNE TYPICAL SIDEWALK SECTION NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6"IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 6" 42, W_ - „ Cw 2 O' 111111`11-1 111 o 71 EARTH l. Wia BACKFILL -4]E7., = i! w V) O- L, - 4 r O s ffnv 0© (rF v. 'o. 'a. •a. •o •a 'a. o 'o 'o. 'a 3 • F-111 6'-0' BETWEEN ° STORM MANHOLE DETAIL 15 S-16 COVER & SEAL • BELL HOLES SHALL BE PROVIDED I I AND THE TRENCH PREPARED SOI i USE 6" SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY OTHERWISE SPECIFIED SUPPORTED THROUGHOUT ITS LENGTH. I I I APPROX 90' I LONG RADIUS CURVE I - - - - - DIAMETER AS --- ---� L-----_--—��SPECIFIED ON PLANS I I — — — — — — — — — — — — — — -4 — — — — *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL ,2 l'- 0' MIN. > I I PREPARED SUBGRADE R/W UNE TYPICAL SIDEWALK SECTION NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6"IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. r48'-0' BETWEEN EXPANSION JOINTS • . •:.. CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAILg S-16 GRADE GRADE (NEW OR EXISTING) VARIES (NEW OR EXISTING) _ I I I_1I 111=1 i i-1 "'"x f• a.� S'dPE - 1 1 i -I TYPICAL SWALE SECTION 10 —A5-16 T.C. RISER RINGS AS REQUIRED NOTE WYE AND DROP PIPE TO BE SAME SIZE AS INCOMING PIPE. WYE r NEENAH CASTING No. 1772-A 50' RIGHT OF WAY *10' *30' BACK TO BACK 10' 1' 4' 12'5' 13' 26 BAC TO BACK 13' 5' 4' 1' 7 11 11 7' . WALK WALK PROFILE GRADE 2' ROLL CURB 2' ROLL CURB SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN I PERTAINS TO 30' STREET 1- #11 HAC SURFACE J 3" #9 HAC BINDER " #53 COMPACTED STONE BASE /*PREPARED SUBGRADE PER INDIANA DEPARTMENT 9 OF TRANSPORTATION SPECS. No. 207 TYPICAL STREET SECTION 1 S-16 24" 6" 42, W_ - „ Cw 2 O' 111111`11-1 111 o 71 EARTH l. Wia BACKFILL -4]E7., = W w V) O- L, - 4 r O or °•0.0'0.0.0.°•o.°-o.o•o. •o. o'o•o:o.o•o.o^° Er (rF v. 'o. 'a. •a. •o •a 'a. o 'o 'o. 'a 3 F-111 6'-0' BETWEEN ° O �-- II _III � •,Q- • : < EARTH I__ TRANSVERSEJOINTS BACKFILL - . . . r48'-0' BETWEEN EXPANSION JOINTS • . •:.. CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAILg S-16 GRADE GRADE (NEW OR EXISTING) VARIES (NEW OR EXISTING) _ I I I_1I 111=1 i i-1 "'"x f• a.� S'dPE - 1 1 i -I TYPICAL SWALE SECTION 10 —A5-16 T.C. RISER RINGS AS REQUIRED NOTE WYE AND DROP PIPE TO BE SAME SIZE AS INCOMING PIPE. WYE r NEENAH CASTING No. 1772-A 50' RIGHT OF WAY *10' *30' BACK TO BACK 10' 1' 4' 12'5' 13' 26 BAC TO BACK 13' 5' 4' 1' 7 11 11 7' . WALK WALK PROFILE GRADE 2' ROLL CURB 2' ROLL CURB SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN I PERTAINS TO 30' STREET 1- #11 HAC SURFACE J 3" #9 HAC BINDER " #53 COMPACTED STONE BASE /*PREPARED SUBGRADE PER INDIANA DEPARTMENT 9 OF TRANSPORTATION SPECS. No. 207 TYPICAL STREET SECTION 1 S-16 24" NOTE: PRECAST REINFORCED CONCRETE MANHOLE SECTIONS AND STEPS SHALL CONFIRM TO A.S.T.M. C-478 LATEST REVISION. RUBBER GASKETS SHALL CONFIRM TO A.S.T.M. C-443 + \\' LATEST REVISION. I � 'qty TAPERED CONE SECTION �l Y\ �%, \� RUBBER 0 -RING GASKET r o lit, 4'-0" DIA kt{ 45• BEND N t{ DROP PIPE FILLED WITH CONCRETE Y� CONCRETE 24" MAX DIA t} ENCASEMENT ' Ef (2.300 P.SJ) Lr II ENLARGE FOOTING J . Ii, POURED IN PLACE OR FOR DROP PIPE. I' PRECAST CONCRETE • �.� .rte. �.ry 7-.� 7— I'�"` • •�^•I +� a..�, ...rte - { 6'-0" SQUARE PRECAST REINFORCED CONCRETE MANHOLE S-16 HEADWALL w FLAP GATE 11 s -1s (WITHOUT GUTTER) NORMAL GRADE 1/4- PER FOOT MIN. -1/8" PER FOOT SEE 0 CAP USE 6" UNLESS I SPECIFIEC APPROX 6" 42, W_ - „ TOP SOIL - � 111111`11-1 111 o 71 EARTH e e BACKFILL -4]E7., = #53 COMPACTEDD. °.,•°.°•o.°•o.°-°.,•°.°•°.,-°.°•°•. o•° o•° ° STONE BASE °•0.0'0.0.0.°•o.°-o.o•o. •o. o'o•o:o.o•o.o^° •a• v. 'o. 'a. •a. •o •a 'a. o 'o 'o. 'a 3 F-111 2' MODIFIED CHAIRBACK CURB NOTE: PRECAST REINFORCED CONCRETE MANHOLE SECTIONS AND STEPS SHALL CONFIRM TO A.S.T.M. C-478 LATEST REVISION. RUBBER GASKETS SHALL CONFIRM TO A.S.T.M. C-443 + \\' LATEST REVISION. I � 'qty TAPERED CONE SECTION �l Y\ �%, \� RUBBER 0 -RING GASKET r o lit, 4'-0" DIA kt{ 45• BEND N t{ DROP PIPE FILLED WITH CONCRETE Y� CONCRETE 24" MAX DIA t} ENCASEMENT ' Ef (2.300 P.SJ) Lr II ENLARGE FOOTING J . Ii, POURED IN PLACE OR FOR DROP PIPE. I' PRECAST CONCRETE • �.� .rte. �.ry 7-.� 7— I'�"` • •�^•I +� a..�, ...rte - { 6'-0" SQUARE PRECAST REINFORCED CONCRETE MANHOLE S-16 HEADWALL w FLAP GATE 11 s -1s (WITHOUT GUTTER) NORMAL GRADE 1/4- PER FOOT MIN. -1/8" PER FOOT SEE 0 CAP USE 6" UNLESS I SPECIFIEC APPROX TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES &CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS *(10' MAX. SPACING) CURB JOINT DETAIL 3 *TRANSVERSE CONTRACTION JOINTS 5-16 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. NEENAH R-1642 W/SELF SEALING LID (OR EQUAL) FINISH GRADE In z O N LaJ A1ApR AST CONIC. N X 2'-0' S ERED CONE CTION o I -- 01 14 -• z�0� t p o z� 0\ Z_Zo A Wwa ofa 1 NI, vwi<_duj t w< 1 I Q„Nj0ac f — :1(D u BISMATIC COATING AS 1 1 MANHOLE STEPS V / PER SPECIFICATION 4'-0" DIA. FILL WITH CONCRETE PLAN o • CAST IN PLACE e ° OR PRECAST ' a #4 O 12- EA. WAY •m a 0 °0 0loo 6" MIN. STONE REQUIRED •°'O•°'°•°' °' °' °'O'°'°•°'O'° UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 6'-0' DIA. FOR CAST IN PLACE r 4'-0' MIN. MANHOLE BASE FOR PRECAST SECTION A—A -SANITARY MANHOLE DETAIL 4 S-16 REQUIRED COMPACTION TABLE X STANDARD PROCTOR DENSITY (ASTM D 2321) BACKFILL MATERIAL - SEE NOTE TR ENCH AREA CLASS I CLASS II CLASS III CLASS IV BEDDING IFLAT SHOVEL 85X UNDISTURBE HAUNCH 8576 90% NO INITIAL BACKFILL INO C PACTION I BSX 90X NO NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, 112 TRENCH IT MUST ALSO BE USED FOR HAUNCHING. DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL / /� / /� 1' PAVED AREAS) ISOMETRIC PLAN /�:����j� NOTE SOIL a 4' \_ 4' \ BACKFILL MATERIAL PLACEMENT/ a CLASS I, II, III, & IV OF THE U.S.C.S. SOf T_' CLASSIFICATION � I BEDDING SYSTEM. INITIAL BACKFILL AREA 12" MIN. SPRING LINE OF PIPE \/ \/ LD. HAUNCHING AREA / BEDDING AREA 0. D. Of PIPE FOUNDATION 12'• 12" 4" MIN. (REQUIRED IN UNSTABLE SOIL) (MIN. (MIN.) TRENCH & PIPE -EMBEDMENT R T ECIFIED HEDULE PLAN VIEW CONNECTION TO MAIN SEWER $ S-16 Ir m 5 Z 7 C Z� Z CD w CLI C/7 O L W WI � O U' H- p LLI Z M L1J z W—,Q= o� wm Ix cr a SHEET S• OF 16 n.r u•ur. o.n 4 1 2" TOP SOIL � `�' LOW POINT TOP OF '� CURB ��` 3 F-111 ° O �-- II _III � •,Q- • : (V \_ EARTH I__ - (o BACKFILL - . . . /�53 COMPACTED °-° °-° °-0'0.0'0-°' •°'° STONE BASE a • '° '° 3" 6" 2'-0" (TYPE 1) 2' CONCRETE ROLL CURB & TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES &CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS *(10' MAX. SPACING) CURB JOINT DETAIL 3 *TRANSVERSE CONTRACTION JOINTS 5-16 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. NEENAH R-1642 W/SELF SEALING LID (OR EQUAL) FINISH GRADE In z O N LaJ A1ApR AST CONIC. N X 2'-0' S ERED CONE CTION o I -- 01 14 -• z�0� t p o z� 0\ Z_Zo A Wwa ofa 1 NI, vwi<_duj t w< 1 I Q„Nj0ac f — :1(D u BISMATIC COATING AS 1 1 MANHOLE STEPS V / PER SPECIFICATION 4'-0" DIA. FILL WITH CONCRETE PLAN o • CAST IN PLACE e ° OR PRECAST ' a #4 O 12- EA. WAY •m a 0 °0 0loo 6" MIN. STONE REQUIRED •°'O•°'°•°' °' °' °'O'°'°•°'O'° UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 6'-0' DIA. FOR CAST IN PLACE r 4'-0' MIN. MANHOLE BASE FOR PRECAST SECTION A—A -SANITARY MANHOLE DETAIL 4 S-16 REQUIRED COMPACTION TABLE X STANDARD PROCTOR DENSITY (ASTM D 2321) BACKFILL MATERIAL - SEE NOTE TR ENCH AREA CLASS I CLASS II CLASS III CLASS IV BEDDING IFLAT SHOVEL 85X UNDISTURBE HAUNCH 8576 90% NO INITIAL BACKFILL INO C PACTION I BSX 90X NO NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, 112 TRENCH IT MUST ALSO BE USED FOR HAUNCHING. DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL / /� / /� 1' PAVED AREAS) ISOMETRIC PLAN /�:����j� NOTE SOIL a 4' \_ 4' \ BACKFILL MATERIAL PLACEMENT/ a CLASS I, II, III, & IV OF THE U.S.C.S. SOf T_' CLASSIFICATION � I BEDDING SYSTEM. INITIAL BACKFILL AREA 12" MIN. SPRING LINE OF PIPE \/ \/ LD. HAUNCHING AREA / BEDDING AREA 0. D. Of PIPE FOUNDATION 12'• 12" 4" MIN. (REQUIRED IN UNSTABLE SOIL) (MIN. (MIN.) TRENCH & PIPE -EMBEDMENT R T ECIFIED HEDULE PLAN VIEW CONNECTION TO MAIN SEWER $ S-16 Ir m 5 Z 7 C Z� Z CD w CLI C/7 O L W WI � O U' H- p LLI Z M L1J z W—,Q= o� wm Ix cr a SHEET S• OF 16 n.r u•ur. o.n