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Home My WebLink About024-98.14� 6" I.D. STANDARD WEIGHT MIN. OF 6" TOP SOIL TO STEEL PIPE FILL W/ CONC. TOOLED CONTROL JTS. 6" CONC. SLAB W/2 IAYERS OF EXPANSION JT. SEE CONTRO� JT. � � 5' OR �ESS ENSURE GRaSS GROwTH & PAiNTED w/ 2 COArS ��8 g��DEPMH 6X6 6/6 w.w.F, w/BROOM FINISH. DETaiL 5 ALIPHATIC POLYURETHANE � CONTROL JTS. � 12'-0" O.C. MAX. ALUMINUM ° COATING, (COLOR TO BE APPUED ANTI SPALLING & EXP. JTS. � 40'-0" O.C. MAX. C100 METAL (SIGN) � SELECTED . SEE DETAIL � I I� �,I !�( I I-1 I I-1 I I ��i��i, i�'i� i, �� I I I; I i�� DEPTH OF BEDDING � ) COMPOUND 5 GREEN -ILLUMINATING ,\ \�\\ C 100 12" TAPE {LETTERS) TYP. ( I I- 1 1 1= 1 I I �� M A T E R. B E L O W P I P E 1" WASH -111 � I IIII I � MIN. 1.�5 I l l-1 D d M I M. .- BLUE -ILLUMINATING ( ) � � � BRUSH FINISH ACROSS NOTE: CONTROL JTS. & � ' I TAPE (SYMBOL BLOCK) � EDGE OF PVMT., II I I) I I Bc + 12" � �) j � 2�' & SMA��ER 3 � =111-111 •. � , ��`��`-�`-��`-� `�� .��• . �. �DIRECTI N CURB, GUTTER -III-1 i��- 3o Ta 60 4 i .� . , �.�.��,��;�� EXPANSION JTS. SPACING . !� 0 OF TRAVEL i '!'-'►'= RESERVE ALUMINUM SIGN OR SIMILAR �illllillll � 66' & LARGER 6 00 -III�III � • ___ • _ MAY VARY. THE DIMENSIONS . - �;�i�;'I�I'i�;i ;il� tl�i;'�!!;I!I; ��H . UNLESS NOTED r- � I I-1I I- �� ' I-1I I-1I I-1 I I-1 I I� tl=1l I-1I 1=1I I-1 I i- ABOVE ARE MAXIMUM. SEE � 'I' ,� �" ,� � a;';�'�� OTHERWISE (VAN ACCESSIBLE) STRUCTURE IN -1111�1 •�. ' � � � i �� r�,i�� ,��iil��ii,I, (,�ii� THE PUBUC R/W _ � �III�� .'. �� il��III��IIf��III��IIi�IIIII��III��IIIIII��III� P�-�`NS FOR ANY VERIATIONS � �� I,�,, . �i� i�l� ,��!i �� PARKING ' � � � 12 2LB. STEE� SIGN - -I1I a � -11�-II1-►II-1II-'��=�i�-ll�-�� -ii�-� EITHER INDICATED OR IMPUED. ��i� . �� ' STEEL TROWEL FINISH CSOArchitects � �_ � CONC. FOOTING � �- ' �' '' POST (PAINTED) � o � . „ �� oo PROVIDE 1 SLOPE AT �• Engineers&Interiors I r� �_ "B" BORROW OR EQUIV. %.� . „ o � GRANULAR MATER L. .��_��_ 6 C�NCRETE SLAB DETAIL � 2 � �" 9100 Keystone Crossin � TOP OF FOOTING IF ►� � _ I{i-III- NOT IN CONC. WA K s��te zoo 9 d I I-1 I I � j �= COMPACTED TO 95� �� L �1-11 STD. PROCTOR DENSITY 11=111-II � ° NTS C 107 90' UNLESS RUBBED FINISH TOP & FACE Indionopolis, Indiono as2ao I 1=1 I 1=1 I I� I I I-1 I!-I I 1=1 I 1= �o • . I I I-1 I I- OTHERWISE INDICATED - WHITE -ILLUMINATING 3».saa.�aoo � ---- OF CURB TAP BACKGROUND =I I I � FAX 317.574.0957 —� � �—i i i— , �— � �-1 I!: � �,. � -- BC — I —_—��—��— 1,■_ � ' I= -�T_I—► �►_ � �_� � i_► � .� i-I I I-1I I I I I-I ( I- TOOLED CONTROL JTS. 8" CONC. SLAB W/2 LAYERS OF -- GREEN -ILLUMINATING � � �a�c�e WITHIN �J� OF EDGE OF PVMT. 30" DIA. '� _��- 1�8" WIDE, MIN. 6X6 6/6 W.W.F. W/BROOM FINISH. SIDEWALK PLAN DETAIL 6 TAPE (ARROW . ;� E"�"°°r"� � .< �� 2 DEPTH CONTROL JTS. � 15'-0" O.C. MAX. NTS C 107 12"� X 3'-6" CONC. �� s NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" APPLIED ANTI SPALLING & EXP. JTS. � 40'-0" O.C. MAX. V� A � FOOTING. RECESS -° � � LIFTS. „ COMPOUND SEE DETAIL 5 BLDG. FACE 1/2" PREFORMED FOOTING BELOW II- - 6 DIA. BARRIER POST DETAIL ,� ��oo SEE P�N FoR EXPANSION JT. CONC. WALK 4�� ELEV. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED SLOP 1 2 RADIUS ROUN C 107 E (SEE DETAIL) �� p GREEN -ILLUMINATING ��pn�9ht »� W/ "B" BORROW TO „ B4OTTOM OF BASE, ALL OTHER „ NTS „ AREAS SHALL HAVE B BORROW BACKFILL TO 1-0 ' • NOTE: CONTROL JTS. & 4 CONC. SLAB TOOLED EDGE (TYP.) � TAPE (BORDER) TYP. MIN. OF 6" TOP SOIL �`.��`,`,`�`;��`�� .�`-� STOOP LEVEL W W 6X6 10 10 APPLIED ANTI �'° """°'��°�`.�°°-°'�d� ABOVE PIPE. EXPANSION JTS. SPACING � � �� , �� ._� � �. Drawtp� �. a�, d �. �.,. „. ,�„ .n,.�_ GREATER ' ' ` FINISH FL. ELEV. W.W.F. W B OOM ��«��;�,,,,��; �- TO ENSURE GRASS -,.��;�.,�..��;��,.« °° MAY VARY. THE DIMENSIONS � SPALLING COMPOUND H ��«�� 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON ANDICAP PAR EACH SIDE OF THE INSTALLED PIPE. THAN 5' GROWTH • �' • • ' • • • • • �• .� ABOVE ARE MAXIMUM. SEE „ FINISH KING SIGN � �"«' � �„�; � SEE PLAN FOR SLOPE ��°° �� 1u f lhdl MtiM o� �.��mf '�N�O b(M C�aW� �l�m ad ca�pyt.on y!N qt l i=111=111=111=1 ! 1=111=111-111=111=111= PLANS FOR ANY VERIATIONS 4 REBAR 20 rvTS c� o� RCP PIPE . ._ .:' �=1 =1 I 1=1 I 1=1 I 1=1 � 1=1 I 1=1 I 1=1 I 1=1 I I-1 I I-1 LO N G� 12 " 0. C. EITHER INDICATED OR IMPLIED. -� 11-' i l 1-111-111 %i �;� .; ��i�� ` i�'� I I I-�''- 11=111-111-111 � I I I_i l 1=111-111=111-111= SEE STR. PLAN ' '.,�,._,' •'�;�,;�;,� - � � �- ;-1 I I-1 I 1=1 i I_�' _I ��=1 I I--1 I 1,-1 I �_ � � i-� � �_� i �_� � �-� � i= ti. � ,� R�w«,� -� FOR CONTIN. " � 10 D DDING & BACKFILL DETAIL 2, EDGE oF PVMT., I�iIlllilll -fI - �� -��-►�► M I N. 1. 25 ! � _'�. I i-I I I-I I 1- NTS C 107 CURB, GUTTER =� � �= Bc + 12" ��I I i �� 1/2" PREFORMED ; I I) i �I � �I I I �(_I � , � i_�-,- oR SIMILAR �-�� 8 CONCRETE SLAB DETAIL 13 EXPANSION �T. f � � (SEE DETAIL '� '1 ' N �„ 5, STRUCTURE IN I I i I I I�, I� I� NTS C 107 � 6 FIN. PVMT. ELEV. THE PUBLIC R/W -111= 4" DRAINAGE FILL � � - ��'� 12" MIN. TURN SLAB 1'-6"- oo NOTE: ALL STRIPES TO REGULAR BACKFILL =' �' TROWELED FINISH 6»• '� BE 4" PAINTED � TOP OF SUBGRADE FOR - DOWN OUTER SIDES �WELL COMPACTED PVMT. AGGREGATE FINISH GRADE BELOW FIN. GRADE 5'-0" SUBSOIL ��, �„�,�, ��, I i- _ III- � OR PVMT. � � 8" CRUSHED STONE OR -_ - --- 20' 2-2o-se � � FILTER FABRIC (TYPAR 4.0 APPROVED EQUIV. CLASS � I-1 I I I i I- 4" ' i! i I1=I I 1=1 I I� I ° ;- —_� �� I—I (�—I I I g ° ��" R-1976 INSPECTION FRAME � __ OZ /SY OR AN APPROVED 1 BEDDING MATERIAL I I� I II I1=1 I I,,I I I-1 I � I! I i II I 1= a i I I-) I I- W/ BOLTED LID �� ' __' _' � __= - EQUAL, LAP 6" & STAPLE HAND TAMPED OR WALKED ��-�" -"_��'-'� =1{1=111-1 a-��-�. CC�NCRETE ST��P DETAIL � =ii►=iii_i�� _ —iii—►ii- e� �=iii=iii a � � _ - INTO PLACE ' �-� j�_� a — CLEANOUT C 107 3" 4" TYP. I I-I I I-I I 1=l I � o I I=1I I-1I1- �- cn ' -1 I 1=1 I 1=1 i i � -1 I I-1 I 1- ,� ' I 1=1 I I ° o � i �i �� a!- NTS �� Z -I Iil I II i II ��l I ° o� i i I-1 I= 4 DIA. CORRUGATED j= -1( I-1 _ coNC. ErvcasEMENT EXP. JT. & 18 � Q - PERFORATED PLASTIC PIPE GREATER THAN 5' FROM EDGE OF PVMT. � —� „ FACE OF CURB ,, j� -1 I 1�-�1( �_ I I 1=1 I 1= z � _� ��_� a ,° � � �I 4 CONC. SLAB DIMENSION PER �1 -1 i I-1 � _! �_ � _ �_ - SEE DETAIL SITE LAYOUT PLAN � ��!';,;,- Q o =,-_� 8" COURSE AGGREGATE NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" a I-��I III II- --' ___� I,-_ _= I I i-_; TO 12" BALANCED LIFTS. � ''-' '-� I I, I I I I I-1I 1= casr IRON PIPE 00 I I-I I, i i I�I I I-I I I-1I =1 i I- 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED o 4� � I I I- C 100 12 18 =111�„111-111=111-111„ 111-;I' WELL COMPACTED SUBSOIL �I� "g" gpRROW TO„B4OTTOM OF BASE, ALL OTHER ' i�� „�! HANDICAP PARKING SYMBOL 2 � AREAS SHALL HAVE B BORROW BACKFILL TO 1'-0" =i l l 11= 1" R � 2� ABOVE PIPE. ' I� � �I I cAsr iRON BEND PVMT. NTS C 107 � 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON =11 � • � � � p CD ROLLED SIDE APPLIED ANTI SPALLING � EACH SIDE OF THE INSTALLED PIPE. �_� � INVERT E�EV. N _ -- .• N � �-� � <- �o =1I1=1I1=1 � ' � • , . FACE W/ BROOM COMPOUND W PAVEMENT SUBDRAIN DETAIL 22 PLAS �--�►�—��-��►=��—��- — _�� .. . - � � � _ TIC PIPE PVC 8c HDPE ' �_ _ ' — "—",—��__ . = NTS C107 __ co FINISH � , ,=i I i- _' ' -. - _ ! . 1 " RADIUS ROUND EDGE � BEDDING 8c BACKFILL DETAI SEWER MATERIAL & SLOPE AFTER �� „ I III-III,,,��-��-��, �� 4" �oN�. S�B z J � 8 BEND AS SHOWN ON PLAN & SCHEDULE = —1I �_) ( �_, 1►=i' W� GX6 1 O�� O W.W.F. �� `V 2„ %� 24" � SKIRT � R-1 � NTS C 107 m Q 1 /2" PREFORMED �/j " EXP. JOINT W J A __ -----� A _ 5� oR LESS 0 EN�SURE RASSOIL sEWER CLEANOUT DETAIL 14 >» —� 6 -- p �yr � 1-1 /2"R � ' �. GROWTH ►�JTS C 107 COMPACTED SUBGRADE ��i a Q R-2 W - � Q � —' �AST►N� INTEGRAL WALK W � �"' Z ° -iii-i iii_�ii-iii ,�;, , , �;� ;�.; iii-�� , 1 /32" TAPER/INCH _ "'- i_I I I� I II I il I I� /,\\ �� i I� ��' FINISH GRADE ° � a '� _ _ PER SIDE CUR � �� `��`�`-, � a ° 0 EDGE oF PVMT., �,�N. ,.�5 B AND GUTTE DETAIL 8 ��,� PVMT. � Q m p� � H�RIZ�NTAL FLARE CuR � -�11� II 111- -- ___ Z P V M T. NTS C 1 0 7 - I I 1- 1( i- I I i- - �..�� _ - � B, G U E R , I I- ,. I 1= � Bc + 12 � I-1 I I-1 I I-1 I 1=1 I 1=1 I i=1 I 1=1 I 1=�= � i I- i I ��`� J Q R_ � OR SIMILAR 1=111 �� I I 1= 1 I I �- � � � I I 1= 1 I I= 1 I 1= 1 I 1= 1 I 1= 1 I I- 1 I 1= 1 I 1- 1 ! I - � ° FINISH GRADE � ��-�i�-��-�i�- — � L� � Q STRUCTURE IN I1=1II �= ! I ' I I � � --- _I i I-I I 1=1 I 1-I I►= i I-I I I=1 I I-1 I I- �l THE PUBUC R/W a I I-1 I I I-i I-'�. � I I=1 I I-1 I I� �I . -, ��-r� i-i � a� a �� W p_ ADJUSTMENT RING -� _ z NO GUTTER IN CURB > » = II-111=111=1II-_ 1° -� � i � I-I I I-1 I 1= - 5- 6 _l I I�I I I-1 I I I I I- � � W `� " - "„ '--I I I 12 " M I N. _I 11=111=. .. I-111-111=' � TO P S O I L � 8�� R =i l- + 1 -1 /2 R � ' , ��\ B BORROW OR EQUIV. , = ECCENTRIC CONE i - _, � w , „ ,� - - = S LO P E AWAY F R 0 M =1 I M-I I 1=1 I I_ 1=1 �' � ` ' GRANULAR MATER L. OR CONCCENTRIC �=) - � I I 1=1 I(- CURB 4_� 8 � 6 -i i �_ J� � � �� =1 I i ' v 1=1 i I- � ,� Q a COMPACTED TO 95� ! i- CONE -� CO • � � 18 R „ J � � � o I I 1� i � �� PVMT. 3 R 6„ a � �� -� ° WALL WALL STD. PROCTOR DENSITY ��- POLYPROPYLENE � � � N `y - f � � II G/T 3" N HORIZONTAL FLARE -� � �- ^ ° - - - � L �-+� 8" CRUSHED STONE OR �� - iII- 4" PLASTIC STEPS - W+ '� -� �--'-' ! a d• J � _ i-_ - - - I I_ � Q GROVE-OUTLET �"� SECTIDN BB_ APPROVEa EQUiv. ��,�,ss � i=► I I—i I I-i I I-I i i i I 1=1 I 1= 48" PRECAST � o ^ w� ° ;I I � I I I, I * ; .� ;� `� #4 REBAR � 24" � 0 O.C. & 1 -0 LONG � � � -� � �-� � �- � ' �-� � �- CONC. MANHOLE ' ' � ND) TONGUE- 1 BEDDING MATERIAL g� 48» � N o^ Q a- r� • . � a � a � H HAND TAMPED OR wa�KED ` , � w � � o w = -_ � _ _____,_� - - � a a #4 REBAR COMT. � 3,� INLET END) STORM PIPE � � > � _ _ _ _ _ _ ` INTO PL4CE I III_I i_{II_III-111_III_:II_ill-III TOP & BOT. O� �u►. w,u.�, c/r wT.sEC � e c � E aa+� R-� R-2 sKiRr , 6'X 6'X 8" CONC. a- _,_, a � FOOTING W U' � I I=1 I!. .I I I„ I I I-1 I 1=1 I I- -� I I-1 I I, , 6„ .�. � �2 2 > > � 530 4 24 � � $�z � $ 24 ,3 ,o> > 9 3 , 2 WITHIN 5 OF EDGE OF PVMT. / 6xs �--� � + w �_ �� —��—�� 10/10 W.W.F. W/ � O 3� 5-1/4" TOOLED JT. PVMT. � �s 2� a 2 �4o s 2� 4s �3 30 �s �2 � 2 >> 3� 2 Q� COMPACTED COMPACTED SUBSOIL 18 2 1 2 2 1 2 990 9 27 46 73 36 19 151 2 12 4 �� 4 REBAR 12�� NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6 # ' �'=� � BACKFILL � O 2, 2 3 a 2, a ,ZSO s 3s 3s �3 4z z� ,s � s ,3 4 �� O.C. BOTH WAYS, �''-' „ ROLLED SIDE FACE DETAIL TO 12 BALANCED UFTS. �_� � �_ � 2a 3 z 1 2 ts2o s 1 2 a3 1 2 30 73 1 2 4s 2s s11 i 14 4 1 2 OR PRECAST I— 24, N — O 2� 3� 4 2� 2 1930 �o � 2 as 25 � 2 �3 � 2 sa 28 17 3 4 14 � 2 4� Z 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFI�LED - 30 3� 2 3 2�so i2 s4 19 3 4 73 3 4 so 3� a s/i �s s W/ "B" BORROW TO BOTTOM OF BASE ALL OTHER !' i'_� i=1 I� ''=1 � I- 33 3 3 4 3 3 8 3150 13 1 2 58 1 2 39 1 4 97 3 4 66 34 23 3 417 1 Z 5 1 2 ' �� i I=�— i ' T�7�� T � � AREAS SHALL HAVE B BORROW BACKFILL TO 1-0 MAX. D, 30 -i � I � I l � i �=1 I I- 36 4 3 1 Z 4100 15 63 34 3 497 3 4 72 37 221 16 20 5 t Z '" � ,� ill-�,l'=;;�_��_��—��' 00 Irl� L HAIR RAMP DETAIL 3 AB°"E P'PE. _��_��_ � � �_��-- ROLL C�NC. CURB DETAIL g NTS 42 4 1 2 3 3 4 5 3 8 0 2 1 6 3 3 5 9 8 7 8 4 3 2 7 1 4 2 2 5 1 2 C 1 0 7 4s s 4� a 6sso 2a �2 zs 9s 84 as 2s � 22 s 3 4 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON - ' MANHOLE DETA NTS �, o� 54 5 1 2 4 3 4 8040 27 65 35 100 9a 55 32 7 24 6 1 4 EACH SIDE OF THE INSTALLED PIPE. TT 60 6 5 8750 30 60 39 99 96 61 36 3 4 24 6 3 4 1 Lr 1 5 6s 6� 2 5, 2, 06� 24 �$ 2, 99 , 02 s� 35, , 24 >> 4 p LA S T I C P I P E ( P V C & H D P E FA� E o F � � R B _ �2 � s �2520 � �s 2� 99 �os �3 3s s s 24 � 3 a NTS C 107 DIMENSION PER CONCRETE ..iNALK� �$ �, 2 6,� 14430 24 �8 2, 99 „4 �9 >> 24 8� Z BEDDING 8c BACKFILL DETAI CASTING FINISH GRADE SITE �Yo�T PLAN � 84 8 7 16350 24 78 21 99 120 85 441 24 g �g . . ._ �:. . C107 6» 18., .� �--..� NOTE� REI►vFORCING SHaLL C�MPLY wITH aSTMC-76, WIRE MESH @ 0.07 SQ,IN./LF., aND CLASS II wa�L 'B". NTS �. � .� �� — GRADE �, � � C�NCRETE END SECTION 23 GREATER MIN. OF 6" TOP SOIL TO PVMT. �� `� � W�: �. "� PVMT. � R � .� � . . o _ ENSURE GRASS GROWTH � SLOP�E OWN �� NTS C 107 , , � -� i � i, w PVMT. . � �-_. THAN 5 �,, i ,;, , �_III-III_) , 1. 0 .�� 1 DOWN ��. � - i #4 REBARS � 12 ° N=1 I 1=1 I 1=1 I I � � -�II-11 i I11-111-1t� ,,,- i��,; ,,�,,��,i� i III�,-� � DEPTH OF BEDDING ,_� � I,i I11-111 �i . � . - � � ,�„ -; =i�- "'- -Ili-111-I (I- MATER. BELOW PIPE x �� O.C./ BOTH WAYS I. III-II. • 4. ' _ -1 I 1=) I I =I � Q I I I =1 I I I-1 I I-1 • ' '� ' � , „ , „ , „ „ CONC. CURB NEENAH R3286-8V PVMT. -�II-11 MIN. 1.25 =- ' cO 5-0 4-0 5-0 6 CONC. CURB CURB INLET III: D d (MIM.) � =111 _ _ _ _ . =1I1= II= _ il1=i ,,,_,,,- �1=1ii - i- - SEE DETAIL BC � 27' & SMALLER 3 �-� � ' I I I I I I I=I I=I I I=� ��=I i I-I I I-I PVMT. EDGE OF PVMT., j-� j �. � � oo � i I I I(=1 I 1=1 I I I I I- I I-1 I-1 I I I I 1-'' PLAN VI GRADE CURB, GUTTER =� � � i � I I �- 30• to 60' a � i �=1 I I 1=1 I 1= �_� j EW Ii� I 1= • _ =��I lii-1!�-111 �111 � III� Ij►-,,,_ 2�� - '�- 24" 6" CONC. CURB HANDICAP RAMP � OR SIMILAR 66 & LARGER 6 ; �_ SEE DETAIL , -I I I-1 I I � - I' ;-1 �;- � I 1=1 I I-I I-1 I 1= � - �-1 I I-1 I I I I 1=1 I I: PVMT STRUCTURE fN -111= �►.� - - THE PUBUC R/W =�� REGULAR BACKFILL Q - =111=111=1 I-,�►1,- � ___— I I — � 1I I� I II I II IO - COMPACTED SUBGRADE � � �!--; I i- "B" BORROW OR E Q U I V. - i- � � � # 4 R E B A R � 1 6 Bc _ I I- � � i;_; ,=_ I I I- 1 I I ELEVATION VI EW °�° -1I I-1 12 O.C. � _= GRANULAR MATER L. -_ � 1=1 I1=1 -I I -- - -I I {=1 I I_ , _ �►-��► BoTH WAYS _ d II-111 III- COMPACTED TO gs% ��_► ,—►,_ �_,►�_�►�_�� C�NCRETE CURB & GUTTER ,o �' X-� � �-� I I I ! � _= I i-1 I STD. PROCTOR DENSITY =I I! I I ! I I, '' -1 I I; ,, I I i, ; Q��-"� '��►'!'�� '��'►'►,�' ��-��-��,��-�� -��_ 3o SQ. NTS �,o� HANDICAP RAMP DETAIL 4 iii �� -1��—i� > _ i I-1I 1= I-I I' Bc FILL W/ CONC. & NTS C107 -_ � �I I I�, I I�' � , 42" SQ. WARP TO MEET INVERTS TOOLED CONTROL JTS. 4" CONC. SLAB W/6X6 10/ 10 - =111 II) GREATER THAN 5 FROM EDGE OF PVMT. NOTE: CONTRACTOR'S OPTION: PRECAST ��8 WIDE, MIN. 1 W.W.F. W/BROOM FINISH. CONTROL C° li1�11 i! II- DEPTH JTS. � 10 -0 O.C. MAX. & EXP. SELF LEVELING ��= W/ SAME REINFORCEING. JTS. � 40'-0" O.C. MAX. BUILDING FACE OR i � I �I I I- -I I I-„ ' NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" (INDOT TYPE "E") APPUED ANTI SPALLING 1/2 MESH GALV. HARD- LIFTS. ' COMPOUND SEE DETAIL 5 SEALANT CONCRETE PVMT. �°�°d�' 24 SQ' 1 „ STOP �L�UBDRAINENT , TRENCH TO BE BACKFILLED INLET /2 PREFORMED 2. UNDER PVMT. AREAS » W/ B BORROW TO BOTTOM OF BASE, ALL OTHER DETAIL � 6 C100 EXPANSION JT. EXTEND JT. MATERIA sn�rb. 36 SQ. FILL W/ CONC. & AREAS SHALL HAVE '�B" BORROW BACKFILL TO 1'-0" NTS C107 � N T. � a � TO BOTTOM OF PVMT. �� 0 E. CONTROL JTS. & CONC. PVMT. ° WARP TO MEET INVERT ABOVE PIPE. EXPANSION JTS. SPACING ' 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON = 1=. _•� __,-� __�_, = MAY VARY. THE DIMENSIONS EACH SIDE OF THE INSTALLED PIPE. =111=111=111=111=111=111=111=111-111=1 ABOVE ARE MAXIMUM. SEE 1=111=111=111=111=111 NOTE: CONTRACTOR'S OPTION: PRECAST W/ 11-111-111=111=111=111-111=111=111=111= � -111-111-111=111-111- SAME REINFORCING. (INDOT TYPE "A") =� ��_� 1=1 I I-1I �_ "'_� ��=1 � �_"'-� i �=1 PLANS FOR ANY VARIATIONS 1=1I1=1I I-1 I'=1I I_=1 I �� RCP PIPE E�THER INDICATED OR IMPUED. -�i�=111-111-ii!=' - g" � CURB INLET DETAIL 24 BEDDING 8c BACKFILL DETAIL 20 � 4" ��. _ _ _ ___ CONCRETE SLAB DETAIL „ EXPANSION JOINT DETAIL 5 9,6� NTS C 107 NTS C 107 NTS C 107 NTS C 107 ( � �� I I� I i i i �=,��E� ; � � I